A.03 SIG - BON PRQ Contract Drawings.pdf
PDF 28 MB Posted
- Solicitation number
- W9127N24R0012
About this file
The provided document appears to be a set of contract drawings related to a federal solicitation for the "BRADFORD ISLAND SERVICE BUILDING PRQ SWITCHGEAR UPGRADE" project. The solicitation, issued by the Department of the Army Corps of Engineers Engineering District Portland, seeks to replace the existing 480V switchboard and station service transformers located in the Bradford Island Service Building, relocate the new transformer disconnect switches and 1,500 kVA transformers outside the existing electrical room, house the new 480V switchgear and associated equipment in the existing electrical room, provide an exhaust fan or AC system to cool the electrical room, and address life safety code compliance requirements. The project objective is to meet the criteria and constraints defined in the Phase 1A Report. The solicitation number is W9127N24R0012.
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Text version
A D
V E
R T
IS
E
A D
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BONNEVILLE LOCK AND DAM
PRQ SWITCHGEAR UPGRADE
BRADFORD ISLAND
CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER: W9127N23R0011
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
RYAN D. SOUDERS, P.E. PATRICK L. DUYCK, P.E.
LARRY D. CASWELL, JR., P.E., PMP
US Army Corps of Engineers Portland District
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE PORTLAND
01 FEBRUARY 2024
U .S
A
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PORTLAND DISTRICT
W
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NUMBER
DETAIL IDENTIFICATION
DETAIL APPEARS*
SHEET NUMBER ON WHICH
NUMBER
DETAIL IDENTIFICATION
DETAIL SCALE
LETTER
SECTION IDENTIFICATION
SECTION APPEARS*
SHEET NUMBER ON WHICH
SECTION CUT FLAG
LETTER
SECTION IDENTIFICATION
SECTION SCALE
VIEW DIRECTIONLETTER
VIEW IDENTIFICATION
SECTION DIRECTION
VIEW APPEARS*
SHEET NUMBER ON WHICH
LETTER
VIEW IDENTIFICATION
VIEW SCALE
D
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A
B
S O
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P L
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IDENTIFICATION
SHEET
1 2 3 4 5 6
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R of Engineers
US Army Corps
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5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
USER DEFINED (USE XXX AS PLACE HOLDER)
SHEET IDENTIFICATION NUMBER
DRAWING SERIES NUMBER (CHARACTERS 4-9)
USER DEFINED (CHARACTERS 10-20)
(ENDS WITH AN UNDERSCORE SEPARATOR)
PROJECT CODE IDENTIFIER (CHARACTERS 1-3)
* WHEN SHEET NUMBER
EQUALS "-", DETAIL APPEARS
ON THE SAME SHEET AS IT
WAS TAKEN
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
SHEET SEQUENCE NUMBER
SHEET TYPE DESIGNATORS (1=PLANS)
DISCIPLINE DESIGNATOR (S=STRUCTURAL)
FILE EXTENSION
THE DRAWINGS IN THIS VOLUME
THE FOLLOWING ABBREVIATIONS MAY BE USED ON
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
WWF
WCJ
WSE
W.S.
WP
WL
W/
VERT.
VC
VBS
V
U/S
UNO
TYP.
T.S.
TOW
TOS
TOF
TOC
T.O.
T.L.
T.J.
T.F.
T.B.D.
T & B
SYM
STC
STA.
S.S.
SQ
SPS
SHLDR
S.F.
STL.
STIR.
STD
STAG. SPL.
SIM
SHT
SCH
S.B.
STR
RT
R.O.
REQ'D
REINF.
REF
R.H.
RAD.
PVI
PVC
PTFE
PRQ
PNT
PT
PSPD
PSIG
PSI
PSF
PRE-FAB
P/N
PLF
PL
PERF
PCF
PC
O TO O
OSAY
OS
OPP
O.L.
OF
O.D.
O.C.
O.A.L.
NTS
NPT
NPS
NOM
NO.
NF
N.C.
NAT.
MSE
MK
MECH.
M.B.
MIN
MAX.
LP
LONG.
LTH
LT
LG.
LF.
LD
LBF
L
KSI
JT.
JFR
IWRC
ISO JT
IS
INFO
IN.
I.L.
IF
IE
ID
HOR.
HSS
H.M.
H.D.
H
GV
GALV.
GAC
GA.
FWS
F.W.
FT.
FLG
F.H.
FG
F.F.
F.D.
F.B.
EXIST.
EXAM.
E.W.
EQ. SP.
E.J.
ELEV
EL
EF
EA.
DWL'S
DWG
D/S
DIP
DI
DIA.
D&G
DET.
CU
C.T.C.
CSK
CSP
CRES
CP
C.M.P.
JT.
CONT.
CONT
CONN
CONC.
CLR
CL2
CJP
C.J.
CI
CF
CBORE
C/E JT
C TO C
C
B TO B
BRG
BLDG.
B.L.
B.H.C.
BG
B.F.
B.C.
AWS
ARV
ARCH.
APPROX.
AC
A.B.
ANCH.
= MAXIMUM
= LOW POINT
= LONGITUDINAL
= LENGTH
= LEFT
= LONG
= LINEAR FEET
= LIQUIDATED DAMAGES
= POUNDS FORCE
= ANGLE
= KIPS PER SQUARE INCH
= JOINT
= JUVENILE FISH RETURN
= INDEPENDENT WIRE ROPE CORE
= ISOLATION JOINT
= INSIDE
= INFORMATION
= INCH, INCHES
= INSIDE LAYER
= INSIDE FACE
= INVERT ELEVATION
= INSIDE DIAMETER
= HORIZONTAL
SECTION/SHAPE
= HOLLOW STRUCTURAL
= HOLLOW METAL
= HEAVY DUTY
= HORIZONTAL
= GATE VALVE
= GALVANIZED
CARBON
= GRANULATED ACTIVATED
= GAUGE
= FACILITY WATER SUPPLY
= FLAT WASHER
= FOOT, FEET
= FLANGE
= FLAT HEAD
= FINISH GRADE
= FAR FACE
= FLOOR DRAIN
= FLAT BAR
= EXISTING
= EXAMINATION
= EACH WAY
= EQUALLY SPACED
= EXPANSION JOINT
= ELEVATION
= EACH LAYER
= EACH FACE
= EACH
= DOWELS
= DRAWING
= DOWNSTREAM
= DUCTILE IRON PIPE
= DUCTILE IRON
= DIAMETER
= DRILL & GROUT
= DETAIL
= COPPER
= CENTER TO CENTER
= COUNTERSINK
= CORNER SUPPORT PIECE
= CORROSION RESISTING STEEL
= COMPLETE PENETRATION
= CORRUGATED METAL PIPE
= CONTRACTION JOINT
= CONTINUOUS
= CONNECTION
= CONCRETE
= CLEAR
= CHLORINE
= CENTERLINE
= COMPLETE JOINT PENETRATION
= CONSTRUCTION JOINT
= CAST IRON
= CUBIC FEET
= COUNTERBORE
JOINT
= CONTRACTION JOINT/EXPANSION
= CENTER TO CENTER
= CHANNEL
= BACK TO BACK
= BEARING
= BUILDING
= BOTTOM LAYER
= BOLT HOLE CIRCLE
= BACK GOUGE
= BOTTOM FACE
= BOLT CENTERS
= ATTRACTION WATER SUPPLY
= AIR RELEASE VALVE
= ARCHITECTURAL
= APPROXIMATE
= ASPHALT CONCRETE
= ANCHOR BOLT
= ANCHOR
= WELDED WIRE FABRIC
= WALL CONSTRUCTION JOINT
= WATER SURFACE ELEVATION
= WATERSTOP
= WORK POINT
= WATERLINE
= WITH
= VERTICAL
= VERTICAL CURVE
= VERTICAL BARRIER SCREEN
= VERTICAL
= UPSTREAM
= UNLESS NOTED OTHERWISE
= TYPICAL
= TUBULAR STEEL
= TOP OF WALL
= TOP OF SLAB
= TOP OF FOOTING
= TOP OF CONCRETE
= TOP OF
= TOP LAYER
= TROWELED JOINT
= TOP FACE
= TO BE DETERMINED
= TOP AND BOTTOM
= SYMMETRICAL
= STEEL TROWELED CONCRETE
= STATION
= STAINLESS STEEL
= SQUARE
= SPACES
= SHOULDER
= SQUARE FOOT
= STEEL
= STIRRUP
= STANDARD
= STAGGER SPLICE
= SIMILAR
= SHEET
= SCHEDULE
= STRUCTURAL BOLT
= STRUCTURAL
= RIGHT
= ROUGH OPENING
= REQUIRED
= REINFORCEMENT
= REFERENCE
= ROUND HEAD
= RADIUS
= POINT OF VERTICAL INTERSECTION
= POLYVINYL CHLORIDE
= POLYTETRAFLOUROETHYLENE (TEFLON)
= PROJECT BUILDING 480V SWITCHGEAR
= POINT
= POINT OF TANGENCY (CIVIL SHEETS)
= POST SORT POOL DRAIN
= POUNDS PER SQUARE INCH, GAGE
= POUNDS PER SQUARE INCH
= POUNDS PER SQUARE FOOT
= PREVIOUSLY FABRICATED
= PART NUMBER
= POUNDS PER LINEAR FOOT
= PLATE
= PERFORATED
= POUNDS PER CUBIC FOOT
= POINT OF CURVATURE
= OUT TO OUT
= OUTSIDE STEM AND YOKE (VALVES)
= OUTSIDE
= OPPOSITE
= OUTSIDE LAYER
= OUTSIDE FACE
= OUTSIDE DIAMETER
= ON CENTER
= OVERALL LENGTH
= NOT TO SCALE
= NATIONAL PIPE THREAD
= NOMINAL PIPE SIZE
= NOMINAL
= NUMBER
= NEAR FACE
= NO CHAMFER
= NATURAL
= MECHANICALLY STABILIZED EARTH
= MARK
= MECHANICAL
= MACHINE BOLT
= MINIMUM
LEGEND
* WHEN SHEET NUMBER
EQUALS "-", SECTION APPEARS
ON THE SAME SHEET AS IT
WAS TAKEN
(NOTE: IF DASH "-" USED INDICATES ALL OF THAT DISCIPLINE)
LEVEL 2 DISCIPLINE DESIGNATOR (D=DEMOLITION)
SD101
BDP1.146_SD101XXX.DGN
3. VIEW CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
SEQUENCE UNDER CERTAIN CONDITIONS. SEE ERDC/ITL TR-19-7 P. 25; 2.4.4)
ALLOW THE ADDITION OR 1 EXTRA LETTER TO BE ADDED AT THE END OF THE
(USE 5 CHARACTERS WHENEVER POSSIBLE. HOWEVER THE A/E/C STANDARDS DOES
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
ANY SECOND LEVEL DESIGNATORS NOT LISTED IN ERDC/ITL TR-19-7 P. 19-23 NEED TO BE NOTED HERE
DEMODENOTESD
GENERAL FEATURESDENOTES-
EXAMPLES BELOW:
ERDC/ITL TR-19-7 P. 19-23
6. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS PER A/E/C CADD STANDARDS
DETAIL
1"=1" FULL SIZESCALE:
A
SECTION
1"=1" FULL SIZESCALE:
A
SECTION
1"=1" FULL SIZESCALE:
SDXXX
A
SDXXX
SDXXX
A
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P O
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O
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G O
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D
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G-003
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D I
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D W
N
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K A
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D A
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B D
P
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G -0
X X
X .d g n
D
C
A
B
S O
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N N
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D E
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D B
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D A
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F
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S U
B M
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E D
B Y
P L
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S C
A L
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L O
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C O
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N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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R of Engineers
US Army Corps
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INDEX OF REFERENCE DRAWINGS
INDEX OF CONTRACT DRAWINGS
3 85 ' -0 " S 4 1.7 17 9 ° E
A
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O R
P S
O F
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G
IN
E E
R S
P O
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L A
N D
O
R E
G O
N
P O
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L A
N D
D
IS
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F O
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U N
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P .E
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G
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D S
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S G
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IF
F
IN
P
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G E
C D
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O J E
C T
L O
C A
T
IO
N M
A P
S
G-101
:1
A D
V E
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Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
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A N
D W
N
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N N
E V
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L
E L
O C
K A
N D
D A
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B D
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X X
X .d g n
LOCATION
PROJECT
LOCATION
PROJECT
LOCATION
PROJECT WORK
D
C
A
B
S O
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N N
O
F
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A M
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D E
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D B
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D A
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B E
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S I Z
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S U
B M
IT
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E D
B Y
P L
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S C
A L
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L O
T D
A T
E
C O
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R A
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N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
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R of Engineers
US Army Corps
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C H
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K E
D B
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INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
REV
I
R
COLUMBIA RIVER
MILES
0 10 20 30 40 50
LONGVIEW
PORTLAND
VANCOUVER
SALEM
WASHINGTON
OREGON
HOOD RIVER
THE DALLES
L O
C K
A N
D D
A M
JO
H
N D
A Y
L O
C K
A N
D D
A M
T H
E D
A L
L E
S
L O
C K
A N
D D
A M
B O
N N
E V
IL
L
E
WEIR
M u lt n o m a h
C o u n ty
S k a m a n ia u n ty
W A
S H I N
G T
O N
O R
E G
O N
D R
A
IN
DRAI
N
TOP RIP RAP
RUNGE
BRIDGE
D itc h
D itc h
D it c h
D i t c h
S L
O T
2" S
LOT
KNOLL
-10
-16
-10010 a i l r o a d
Sk am an ia
Cou nt y
(Buildings Removed) Area Office Site of Bonneville
Powerhouse
Second
B u r l i n g t o n N o r t h e r n R
X
X X X X X X X X
City Well
S h a d y k
L
L o o k -I n e
L a k e s id e
W a y t
H o t
S p r i n g s a d
Powerhouse
First
B u r l i n g t
N r t h e r i l r o a d
-10
-10
X X X X
X X
X X
X X
X X
-16
-10010
X
X
X
X
X
X
X
X X X X X X X
X
X
X X
X
X X X X X X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X top o f w all el ev
X
X
X
X
X
X
New Nav iga tio n Lock
Old Navigation Lock
X
X
X
X
X
X
X
X
X
X
LAUNCH
BOAT
BPA Substation
Plant
Treatment
Sewage
D r .
l a
S h a h a l
F o t i n s
C h i n o o k
Y e h u h
C e l i l o
S u n
T i l l i c u m
H a l a k o
C a s c a d e D r .
C a s c a d e i v e
G r e e n l e a f
M o f f e
B u r l i n g t r t h e i l r o a d
-10
-16
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U n i c i f i c i l r o a d i v e
B o t u n c e a d
NORTH
P i o n e
W a c o m a c
C h e n o w u t h
G a r r i s o n
S h a h
T a l e m a
C a s c a d e
D r
E v e r g r
W h i s k e y
F la t
M
N
C
U
T
F
H K
Y
WEIR 5
WEIR 5
WEIR 5
WEIR 5
WEIR 4
WEIR 48
WEIR 47
WEIR 46
WEIR 45
WEIR 44
WEIR 43
WEIR 42
WEIR 41
WEIR 40
WEIR 39
WEIR 38
WEIR 37
WEIR 36
WEIR 35
WEIR 34
WEIR 33
WEIR 32
WEIR 31
WEIR 30
WEIR 29
WEIR 28
WEIR 27
WEIR 26
WEIR 25
WEIR 24
WEIR 23
WEIR 22
WEIR 21
WEIR 20
WEIR 19
WEIR 18
WEIR 17
WEIR 16
WEIR 15
WEIR 14
WEIR 13
WEIR 12
WEIR 11
WEIR 10
WEIR 9
WEIR 5
WEIR 5
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
WEIR
5"F.
8"F.
20"F.
12"F.
14"F.
10"F.
12'F.
14"F.
6"F.
10"F.
14"F.
6"F.
12"F.
20"M.
15"F.
8"F.
6"F.
6"F.
6"F.
28"F.
10"F.
8"F.
18"F.
18"F.
8"F.
12'F.
10"T.
6"T.
6"T.
12'F.
5"T.
10"F.
6"F.
8"F.
6"F.
16'F.
18"F.
14'F.
12'F. 8"F.
14'F.
16"F.
14"F.
18"F.
15"F.
18"F.
10"F.
15"F.
6"F.
12'F.
12"F.
12'F.
10"F.
12"F.
12'A.
14"F. 14"F.
12"F.
12"A.
8"F.
10"F.
10"A.
15"A.
8"M.
20"M.
30"F.
10"F.
8"M.
14"M.
10"F.
10"A.
6"A. 6"A.
15"T. 10'T.
13"A.
3"F.
13"A.
12"F.
12"T.
14"T.
15'T.
12"T.
12'F.
10"M.
10"F.
8'F.
6"F.
6"T.
5"F.
5"F.6"F.
8'F.
8"F.
6'T.
12"T.
18"P.
TREE
STUMP
14"P.
TREE
STUMP
TREE
STUMP
18"CE.
18"P.
18"CE.
12'T.
14"T.
14"T.
18"P.
20"P.
14'CE.
15"T.
14"P.
STUMP
TREE
4"T.
12"T.
8"T.
10"F.
8"T.
6"T.
6"T.
20"T.
8"T.
6"T.
8"T.
24"T.
12"T.
6"F.
6"F.
10"F.
24"T.
A S P H A L T
G
R
A
V
E
L
R O A D
G R A V E
L
R O A D
G R A V E L
R O A D
G R A V E L R O A D
G R A V E L
R O A D
A S P H A L T
E D G E
O F
A S P H A L T
E D G E
O F
A
S
P
H
A
L
T
EDGE OF
ASPHALT
ASPHALT
A S
P H
A L
T
A S
P H
A L
T
A S P H A L T
A
S
P
H
A
L
T
A
S
P
H
A
L
T
MH.
BOLL.
GATE
C K
W A L L
T
R O C
K
H I G H
FENCE
BOULDER
(TYPICAL)
W.V.
CONCRETE
CURB
7' HIGH C-L FENCE
EDGE OF ASPHALT
A S P H A L T
BOX
BOX
MH.
I
N C
R E
M
H
R
P28 DRAIN
C.B.
VAULT
CONC.
CONC.
VAULTS
R
E
T
E
C
O
N
C
R
E
T
E
M.L.P.
H A
N D
R A I L
M E T
A T E
METAL GRATE
C O
N C
6" CONC.
WALL
N C
R E
M
H
R
CONC.
VAULT
VAULT
CONC.
RAISED CONC.
AIR VENT
BOLL. BOLL.
BOLL.
BOLL.GATE
MH.
CONC.
SLAB
ANCHOR
WOOD
L.P.
7' HIGH
C-L FC.
L
F
C
7' HIGH C-L FC.
N C R E
L L
12" C
ONCRETE WALL
12" C
ONCRETE WALL
BOXES
1.0' WIDE CONCRETE
WALL W/M.H.R.
CONCRETE
ATCH
C
O
N
C
R
E
T
E
ELEC.
BOX MH.
3'DIA. HOLE
DRAIN
BOXES
UTILITY
UTILITY
7' HIGH C-L FC.
ELEC. BOX
ELEC. VAULT
12" C
ONCRETE WALL
DRAIN
RAISED AIR
VENT
C.B.
ELEC. MH.
C.B.
SIGN
W.V.
UTILITY
M.L.P.
SIGN
M.L.P.
MH.
WATER VAULT
SIGN
SIGN
DRIVEWAY C
UT
ASPHALT
DRIVE
M.L.P.
DRAIN
WCR.
12" C
ONC. WALL W/M.H.R.
D R I V E W A Y
C U T CONCRETE
M.H.R.
M.H.R.
SIGN
METAL LID
OVER SPIGOT
C O N C R E T E
C U
R B
CONCRETE
C U R B
BORING
NO. DH-2539
BORING
NO. DH-2538
3' WIDE
PEDESTRIAN
GRAVEL PATH
B R I
C
K METAL STEPS
CONC. UNDER
STEPS
F.H.
W.V.
WOOD BENCH
WOOD
BENCHES
WOOD BENCH
1.0'
WIDE ROCK WALL
7'
HI
GH
C L
F
ENCE
W.V.
C O N C R E T E
W A
M
H R
CONCRETE
SI
DEWALK
EDGE
OF
CONCRETE
C O
N C
R E
T E
C U R B
1' WIDE CONCRETE WALL W/M.H.R.
1' WIDE CONCRETE WALL
METAL LI
D
C
O
N
C R E T E
C U R B
CHAIN
W O O D P O S T S
SIGN
30" C.M.P.
G U A R D R A I L
SIGN
BOULDER
8" CONC. WALL
CONCRETE
BRI
DGE
ABUTMENT
E D
G E
O F
R O
C K S
SIGN
30" C.M.P.
SIGN
SIGN
B
O
U
L
D
E
R
S
C O N C
MH.
BOULDERS
1' WIDE
WOOD BENCHES
1' WIDE
WOOD BENCH
BOULDERS
EDGE
OF
ASPHALT
1' WIDE
WOOD BENCH
EDGE
OF
CONCRETE
R.
R.
T
IE
HEADER
W I
N
N C
R E
M
H
R
N C
R E
M
H
R
CONC. PAD
SIGN
BORING
FPH.FPH.
FPH.
FPH.
FPH.
FPH.FPH.
D E
C
O N C R E
M
H R
D E
C
O N C R E
M
H R
8"
WI
DE
WOOD
CURB
HANDRAI
L
ROCK
WALL
EDGE OF
ROCKS
ELEC. CONDUIT
ON WALL
4"DIA. AIR
VENT ON WALL
METAL LID
RAISED CONC. VAULT
W/STEEL GRATE
M
H
R
C O
N C
R E
T E
B R I
D G
E
A B
U T
M E
N T
UTILITY
E D
N C
R E
T E
R A I L R O
A C K S
R A I L R O A D
T R A C K S
R A I L R O A D
T R A C K S
K
L L
ROCK
WALL
8" WIDE
16" WIDE ROCK WALL
REST
ROOMS
A S P H A L T
BUILDING
C O
N C
R E
T E
S
T E P
N D I
N G
42"
WIDE CONC. WALL
CONCRETE
ROCKS
CONC.
8" CONC. BLOCK WALL
CONC.
NOTE:
BLDG UNDER
DECK
CONC.
W.V.
P O W E R H O U S E
M
H
R
M
H
R
C O
N C
R E
T E
N
L L
W A L
K
BRI
CK
H A
N D
R A I
L
DRAIN
ASPHALT
WALK
R.D.
RET.
WALL
ASPHALT
WALK
C O N C R E
T E
ASPHALT
WALK
C O N C R
E T E
C O
N C R E
K
V E R
F I S
H
L
A D
D E R S
N O T E
P I P E
R
U
O
I S
E
D
B R I
D G E
P30
P29
M.L.P.
TRAFFIC MIRROR
R.
R.
T
IES
CONCRETE
P2
ASPHALT
WALK
CONC. BLOCK
G A T E
PLACED RI
P - R
AP
F I S H
L A D D E R S
A S
P H
A
A
A S P
H A
L T
C O
N
R B
W A
L K
FISHING
DECK
NOTE:
EDGE OF ASPHALT
HAS CONC. BUMPERS
M.H.R.
G H
C L
F
T I L I T Y
P I P E S
E D
P H A
I V E
H I G H
H A N D R A
T I L I T Y
P I P E S
CONC.
B
RI
DGE
SUPPORT
CONC.
B
RI
DGE
SUPPORT
V A L
V E
P
O S I T I
T
O R
A
S
P
H
A
O O R
C O N D I T I O N
RAISED
ELEC. BOX
RAISED WATER
SPIGOT
42"DIA.
TANK
MH.
8" CONCRETE WALL
G U
A R
D R
A I L
ASPHALTPARKING
CONCRETE SLAB
R I
R A P
24"DIA. PIPE
SUPPORT COLUMN
48"DIA.
STEEL PIPE
EDGE
OF
A S P H A L T
R O
A D
D E
C O N C
C A T
W A L K
T Y P I C A L
EDGE OF CONCRETE
UPSTREAM EDGE
FISH CAPTURE
NETFRAME
APPROXIMATE
END OF PRC
DISCHARGE PIPE
B I
C
H O R S
B I
C H O R S
B I
C H O R S
V A L V E
P O S I T I
T O R
V A L
V E
P
O S I T I
T
O R
TOP OF
PIPE
PIPE
TOP OF
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
ANCHOR
ANCHOR
WATER
TOE OF SLOPE
TOP
OF
LOPE
T O P
O F
S L O P E
T O P
S L O P E
O F
T
O
E
O
F
S L
O P
E
TOP
OF SLOPE
T O P
O P E
TOP
OF
S L
O P
E
TOP
OF
RIP -R
A P
U N IO N
P A CIFIC R A IL R O A D
and Spillway
Bonneville Dam
WEIR 54
WEIR 55
WEIR 56
WEIR 57
WEIR 58
WEIR 59
WEIR 60
WEIR 61
WEIR 62
WEIR 63
WEIR 64
WEIR 65
WEIR 66
WEIR 67
WEIR 68
WEIR 69
WEIR 70
WEIR 71
WEIR 72
WEIR 73
WEIR 74
WEIR 75
WEIR 76
WEIR 77
WEIR 78
WEIR 79
WEIR 80
WEIR 81
WEIR 82
Dit ch
Dit ch
DISTRICT BOUNDARY MAP
N
LOCAL VICINITY MAP
PROJECT PHOTO
N
BYPASS OUTFALLS
JUVENILE FISH
W A S
H
IN
G T
O N
O R
E G
O N
SITE
HISTORIC
NATIONAL
CASCADE
FORT
BONNEVILLE
NORTH
PROJECT SITE MAP
SCALE: 1" = 500'
I-84 EXIT #40
(4
M I)
PO
RTL
AN
D
INTERSTATE
RAILROAD
UNION PACIFIC
OREGON
COLUMBIA RIVER
ISLAND
BRADFORD
POWERHOUSE
FIRST
ISLAND
CASCADES
FLOW
POWERHOUSE
SECOND
BURLI
NG
TO
N
NO
RTHERN
RAI
LR
O
AD
WASHINGTON
INTERSTATE
M U
LT
N O
M
AH
C
O U
N
TY
SKAM
AN
IA
C
O U
TY
L1
L2
L3
L4
L5
L6
C1
C
C
C1
L1
L2
L3
L4
L5
L6
4.0 0'
(T
YP)
DUCT BANK COORDINATE TABLE: LINES
Line #
L1
L2
L3
L4
L5
L6
Length
52'
65'
49'
28'
12'
37'
Direction
N54° 40' 41.84"W
N52° 46' 50.82"W
N49° 47' 34.73"W
N46° 38' 16.17"W
N21° 36' 03.11"W
N02° 56' 08.11"E
Start Point
E: 7833795 N: 723370
E: 7833753 N: 723400
E: 7833701 N: 723439
E: 7833664 N: 723471
E: 7833587 N: 723568
E: 7833574 N: 723625
End Point
E: 7833753 N: 723400
E: 7833701 N: 723439
E: 7833664 N: 723471
E: 7833643 N: 723490
E: 7833583 N: 723579
E: 7833576 N: 723663
DUCT BANK COORDINATE TABLE: CURVES
Curve #
C1
C2
Radius
Length
96'
48'
Chord Direction
N35° 47' 05.18"W
N10° 38' 32.24"W
Start Point
E: 7833643 N: 723490
E: 7833583 N: 723579
End Point
E: 7833587 N: 723568
E: 7833574 N: 723625
G 2E
N C
JD
C
Fi le
L as t S av ed B y:
SITE PLAN
EXISTING CABLE VAULT CV-4
SPILLWAY SOUTH TOWER
N
BRADFORD ISLAND
SERVICE BUILDING
LIMITS OF DISTURBANCE
(SEE NOTE 1)
CONTRACTOR
STAGING AREA
1/ 9/
SCALE: 1"= 20'
20' 0 20'
1. THE CONSTRUCTION LIMITS OF DISTURBANCE SHOWN ON THIS DRAWING INCLUDE THE EXISTING ELECTRICAL DUCT BANK FROM THE BRADFORD ISLAND SERVICE BUILDING TO CABLE VAULT CV-4. WORK IN THIS AREA FALLS UNDER OPTIONAL CLIN #1 AND WILL ONLY BE COMPLETED IF OPTIONAL CLIN #1 IS
EXECUTED. REFER TO ELECTRICAL SHEET E-101.
2. SOIL SAMPLING AREAS ARE IDENTIFIED LOCATIONS OF SOIL DISTURBANCE THAT CONTAIN POTENTIALLY
CONTAMINATED PROPERTY. REFER TO SPEC 02 32 10.00 25 SAMPLING AND DISPOSAL FOR
REQUIREMENTS.
3. EXCAVATED MATERIALS MAY BE STORED IN THE PAVED AREA INDICATED ON THIS SHEET AS NECESSARY TO MEET SAMPLING REQUIREMENTS IN SPEC 02 32 10.00 25 SAMPLING AND DISPOSAL. REFER TO SPEC 31 00 00.00 25 EARTHWORK FOR REQUIREMENTS OF TEMPORARY STORAGE OF EXCAVATED MATERIALS.
NOTES:
C-101
BO
N
N
EV
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L O
C K
AN
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BR
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FO
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C H
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C U
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SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
R
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O F
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IN
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PO
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TL
AN
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PO
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1:
BD
P-
1.
2_ C
-1
_A N
SI
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D
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A
B
SO
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C
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AT
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N N
O
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N
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D
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B
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D
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FI
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N U
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BM
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D B
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PL
O
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SC
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PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
AP
PR
US Army Corps of Engineers ®
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
TEMPORARY
STORAGE OF
EXCAVATED
MATERIALS
(SEE NOTE 3)
SAMPLING
AREA 1
(SEE NOTE 2)
SAMPLING
AREA 3
(SEE NOTE 2)
SCALE: NTS
SAMPLE EXCAVATION PRISM
SUBSURFACE
SAMPLE
INCREMENT 1
(<=100 FT³)
SUBSURFACE
SAMPLE
INCREMENT 2
(<=100 FT³)
SUBSURFACE
SAMPLE
INCREMENT 3
(<=100 FT³)
SUBSURFACE
SAMPLE
INCREMENT 4
(<=100 FT³)
SUBSURFACE
SAMPLE
INCREMENT 5
(<=100 FT³)
SURFACE
SAMPLE
INCREMENT 1
(<=100 FT³)
SURFACE
SAMPLE
INCREMENT 2
(<=100 FT³)
SURFACE
SAMPLE
INCREMENT 3
(<=100 FT³)
SURFACE
SAMPLE
INCREMENT 4
(<=100 FT³)
SURFACE
SAMPLE
INCREMENT 5
(<=100 FT³)
DEPTH>1FT
1FT
DEPTH
SUBSURFACE SAMPLE
PLOT (<=500 FT³)
SURFACE SAMPLE
PLOT (<=500 FT³)
1. ISOMETRIC SKETCH OF EXCAVATION PRISM FOR INFORMATION
ONLY AND IS INTENDED TO SERVE AS A VISUAL REPRESENTATION
OF A POTENTIAL SAMPLE PLOT IN AN UNSPECIFIED SAMPLE AREA.
CONTRACTOR TO SUBMIT SAMPLING PLANS FOR EACH INDIVIDUAL
SAMPLING AREA. REFER TO SPEC 02 32 10.00 25 SAMPLING AND
DISPOSAL FOR REQUIREMENTS.
NOTES:
SAMPLING
AREA 2
(SEE NOTE 2)
DUCT BANK LOCATION REPRESENTED ON CIVIL SHEETS BASED ON
AS BUILT DRAWING BDG-6-7/25. LINE AND CURVE DATA IS
PROVIDED FOR REFERENCE AND TO ASSIST LOCATING THE DUCT
BANK IN THE FIELD. CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATION OF EXISTING DUCT BANK PRIOR TO
EXCAVATION.
NOTE:
G 2E
N C
JD
C
Fi le
L as t S av ed B y:
ENLARGED SITE PLAN
CONNECT TO EXISTING BURIED, CONCRETE
ENCASED ELECTRICAL DUCT BANK.
REFER TO ELECTRICAL SHEET E-102
CONSTRUCT CONCRETE FOUNDATION
FOR TRANSFORMER (SEE NOTE 1)
CONSTRUCT CONCRETE FOUNDATION
FOR TRANSFORMER (SEE NOTE 1)
FURNISH AND INSTALL
NON-REMOVABLE
VEHICLE BOLLARD
PER ODOT STD. DET.
RD130 (TYP)
FURNISH AND INSTALL
REMOVABLE VEHICLE
BOLLARD PER ODOT
STD. DET. RD130
EXISTING SANITARY
SEWER SERVICE LINE
EXISTING DOMESTIC
WATER LINE
EXISTING FIRE LINE
EXISTING ROOF DRAIN
N
NOTES:
1. CONTRACTOR TO PLACE FINISHED GRADE OF SLAB 4" TO 6" ABOVE EXISTING ASPHALT PAVEMENT.
MAINTAIN EXISTING DRAINAGE CONDITIONS AND DO NOT CAUSE PONDING. REFER TO SHEET S-101 FOR
FOUNDATION DETAILS AND SPEC 31 00 00 EARTHWORK FOR FOUNDATION PREPARATION.
2. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING UTILITIES. UTILITIES TO BE RELOCATED AS REQUIRED FOR CONSTRUCTION OF CONCRETE FOUNDATIONS. AS-BUILT SITE UTILITIES CAN BE FOUND
ON INFORMATIONAL DRAWING BDG-7-15/3 R7.
3. CONTRACTOR TO SAWCUT AND REPLACE EXISTING ASPHALT PAVEMENT AS REQUIRED.
4. EXISTING TRAILERS TO BE RELOCATED BY GOVERNMENT PRIOR TO CONSTRUCTION.
CONCRETE FOUNDATION POINT TABLE
POINT ID
NORTHING EASTING
(FT) (FT)
1 723381.7 7833797.5
2 723369.3 7833793.9
3 723360.4 7833793.5
4 723361.1 7833776.7
5 723370.0 7833777.1
6 723349.8 7833793.1
7 723340.9 7833792.7
8 723341.6 7833775.9
9 723350.5 7833776.2
BRADFORD ISLAND
SERVICE BUILDING
EXISTING SANITARY
SEWER CLEAN OUT
ABANDON-IN-PLACE REMAINING CONCRETE
DUCT BANK FROM PROPOSED CONNECTION
TO BUILDING (SEE E-101)
16'-10"
8' -1
0"
'-7
4'-0"
4' -0
4'-0"
1' -9
1' -1
0" 3'-1"
'-9
5'-5"
FURNISH AND INSTALL
NON-REMOVABLE
VEHICLE BOLLARD
PER ODOT STD. DET.
RD130 (TYP)
PROPOSED HVAC
UNIT REFER TO
MECHANICAL
3'-3"
'-8
4' -0
12" 0 5'
SCALE: 14"= 1'-0"
D
C
A
B
SO
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C
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AT
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N N
O
FI
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N
AM
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D
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B
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D
AT
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FI
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N U
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SU
BM
IT
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D B
Y:
PL
O
T
SC
AL
E:
PL
O
T D
AT
E:
C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
AP
PR
US Army Corps of Engineers ®
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
1/ 9/
C-102
BO
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PORTLAND DISTRICT
U .S
. A R
M Y
C O
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BD
P-
1.
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-1
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1" = 4'-0"
TRANSFORMER, SEE
ELECTRICAL PLAN
TRANSFORMER, SEE
ELECTRICAL PLAN 3'
-0
3' -0
5'-6"
EXISTING TRAILERS
(SEE NOTE 4)
AutoCAD SHX Text S
AutoCAD SHX Text
2E
N C
JD
C
Fi le
L as t S av ed B y:
STRIPING PLAN
OBLITERATE
EXISTING STRIPING
(SEE NOTE 1)
N
1. REMOVE EXISTING PAVEMENT MARKINGS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THIS SHEET PRIOR TO INSTALLING NEW PAVEMENT MARKINGS. EXACT LOCATIONS TO BE FIELD VERIFIED BY THE
CONTRACTOR. REFER TO SPEC 32 17 23.00 25 PAVEMENT MARKING FOR ACCEPTABLE REMOVAL
METHODS.
2. THE CONSTRUCTION LIMITS OF DISTURBANCE SHOWN ON THIS DRAWING INCLUDE THE EXISTING ELECTRICAL DUCT BANK FROM THE BRADFORD ISLAND SERVICE BUILDING TO CABLE VAULT CV-4. WORK IN THIS AREA FALLS UNDER OPTIONAL CLIN #1 AND WILL ONLY BE COMPLETED IF OPTIONAL CLIN #1 IS
EXECUTED. REFER TO ELECTRICAL SHEET E-101.
BRADFORD ISLAND
SERVICE BUILDING
SCALE: 1"= 10'
10' 0 10'
6' -0
2'-0"
PROVIDE NEW
4" SOLID WHITE
LINE (TYP)
FURNISH AND
INSTALL NEW 6"
PRECAST
CONCRETE WHEEL
STOP PER DET. A
SHEET C-501 (TYP)
20'-0"
5'-0"
LIMITS OF
DISTURBANCE
NOTES:
20'-0"
9' -0
5'-0"
9' -0
TY
P.
D
C
A
B
SO
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C
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N N
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B
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D
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PL
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SC
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PL
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T D
AT
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C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
AP
PR
US Army Corps of Engineers ®
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
C-103
BO
N
N
EV
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L O
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AN
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BR
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. A R
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'-9
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0.
5"
'-0
2E
N C
JD
C
Fi le
L as t S av ed B y:
SCALE: 4"=1'
PRECAST WHEEL STOPA
7.5"
6'-0"
2"
6.5"
4" 4"
6.3"
6"
2"
3"
NOTES:
1. DIMENSIONAL AND REINFORCEMENT CHANGES WILL BE PERMITTED UPON PRIOR WRITTEN APPROVAL OF
THE CONTRACTING OFFICER AND CIVIL ENGINEER.
2. USE 3000 PSI CONCRETE MINIMUM.
3. PRIME AND PAINT CONCRETE WHEEL STOPS SAFETY YELLOW AFTER FABRICATION.
4. PRECAST CURB INSTALLED ON PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE SURFACES
SHALL BE BEDDED IN A CONTINUOUS LAYER OF MASTIC CEMENT UNDER ITS COMPLETE BASE AREA AND
SECURED WITH A MINIMUM OF TWO STEEL PINS DRIVEN THROUGH THE WHEEL STOP.
5. PRE-DRILL HOLES FOR PINS IN EXISTING PAVEMENT TO PREVENT CRACKING. INSTALL STEEL PINS TO EXTEND A MINIMUM 18-INCHES INTO THE SUB-SURFACE. THE TOP OF EACH PIN WILL BE FLUSH WITH THE
TOP OF EACH WHEEL STOP WHEN INSTALLED.
8" HOLE FOR 12" DIA. PIN, 24" LONG, HOT ROLLED STEEL
RADIUS 34" MIN-1" MAX
NO. 3 REINFORCING
BAR, 69" LONG
D
C
A
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SO
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PL
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SC
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PL
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T D
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C O
N
TR
AC
T
N O
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
D
ES
C R
IP
TI
O N
M
AR
K D
AT
E
AP
PR
US Army Corps of Engineers ®
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
C-501
BO
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N
EV
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LE
L O
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R W
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D
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. M C
C U
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Y, P
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AD
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TI
SE
PORTLAND DISTRICT
U .S
. A R
M Y
C O
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PS
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B D
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L A
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G O
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P O
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L A
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PORTLAND DISTRICT
A N
S I
E
G
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D T
R S
S-001
:1
B R
A D
F O
R D
I S
L A
N D
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
S T
R U
C T
U R
A L
N O
T E
S
M A
T T
H E
W D
H
A N
S O
N
P .E
N O
R B
E R
T H
M A
R T
IC
O
R E
B R
E V
IA
T
IO
N
A N
D L
E G
E N
D
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
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N E
D B
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D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
DENOTES NEW CONCRETE
1. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:
NUMBER
BAR SIZE
f'c=4,000 psi
MINIMUM SPLICE AND EMBEDMENT LENGTHS (IN.)
TABLE 1
LENGTH
EMBEDMENT
TOP BAR
LENGTH
EMBEDMENT
OTHER BAR
LENGTH
EMBEDMENT
HOOK
MINIMUM
LENGTH
SPLICE
TOP BAR
LENGTH
SPLICE
OTHER BAR
WELDED WIRE FABRIC=
WALL CONSTRUCTION JOINT=
WATERSTOP=
WORK POINT=
WELD PLATE=
VERTICAL BARRIER SCREEN=
UPSTREAM=
UNLESS NOTED OTHERWISE=
UPSTREAM MIGRANT TRANSPORTATION CHANNEL=
TYPICAL=
TUBULAR REBAR=
TOP OF WALL=
TOP OF SLAB=
TOP OF FOOTING=
TOP OF CONCRETE=
TOP OF=
TROWELED JOINT=
TOP AND BOTTOM=
SYMMETRICAL=
SUBMERGED TRAVELLING SCREEN=
REBAR TROWELED CONCRETE=
STATION=
STAINLESS REBAR=
SQUARE FOOT=
STANDARD=
SIMILAR=
SHEET=
SCHEDULE=
ROUGH OPENING=
REQUIRED=
ROUND HEAD=
RADIUS=
POLYVINYL CHLORIDE=
PLATE=
PLUS OR MINUS=
PERFORATED=
OUTSIDE=
OPPOSITE=
OUTSIDE DIAMETER=
ON CENTER EACH WAY=
ON CENTER=
NOT TO SCALE=
NOMINAL=
NUMBER=
NO CHAMFER=
NATURAL=
WWF
WCJ
W.S.
W.P.
WP
VBS
U/S U.N.O.
UMT
TYP.
T.S.
TOW
TOS
TOF
TOC
TO
T.J.
T.& B.
SYMM.
STS
STC
STA.
S.S.
S.F.
STD
SIM
SHT
SCHED., SCH
R.O.
REQ'D
R.H.
RAD.
PVC
},PL
PERF.
OS
OPP
O.D.
O.C.E.W.
O.C.
NTS
NOM
NO.
N.C.
NAT.
MK
MECH.
M.B.
MAX.,MIN.
L.P.
LONGIT.,LONG.
LTH
LG.
LF.
L
IS
I.E.
I.D.
HOR.
H.M.
GALV.
GA.
F.W.
FT.
F.H.
F.D.
F.B.
EXIST.
E.W.
EXAM.
EXP. JT.
E.J., EL.,ELEV.
EA.
DWG
D/S
DIA.,~
DET.
CSK
CRES
CP
C.M.P.
CONTR. JT.
C.J.
CONC.
C TO C
C
BRG
BLDG.
B.C.
ARCH.
APPROX.
A.B.
MARK=
MECHANICAL=
MACHINE BOLT=
MAXIMUM, MINIMUM=
LOW POINT=
LONGITUDINAL=
LENGTH=
LONG=
LINEAR FEET=
ANGLE=
INSIDE=
INVERT ELEVATION=
INSIDE DIAMETER=
HORIZONTAL=
HOLLOW METAL=
GALVANIZED=
GAUGE=
FLAT WASHER=
FEET=
FLAT HEAD=
FLOOR DRAIN=
FLAT BAR=
EXISTING=
EACH WAY=
EXAMINATION=
EXPANSION JOINT=
ELEVATION=
EACH=
DRAWING=
DOWNSTREAM=
DIAMETER=
DETAIL=
COUNTERSINK=
CORROSION RESISTING REBAR=
COMPLETE PENETRATION=
CORRUGATED METAL PIPE=
CONTRACTION JOINT=
CONSTRUCTION JOINT=
CONCRETE=
CENTER TO CENTER=
CENTERLINE=
CHANNEL=
BEARING=
BUILDING=
BOLT CENTERS=
ARCHITECTURAL=
APPROXIMATE=
ANCHOR BOLT=
GENERAL STRUCTURAL NOTES: ABBREVIATIONS:
REINFORCEMENT ABBREVIATIONS:
STRUCTURAL LEGEND:
DRAWINGS FOR APPROVAL.
PLACED CONCRETE. ALL REINFORCING NOT SHOWN MUST BE CLOUDED ON SHOP
PREVENT THE BREAKING OF BOND BETWEEN THE REINFORCING BARS AND FRESHLY
VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS MUST BE SUPPORTED TO 5.8.
JOINT.
REINFORCING BARS MUST NOT CONTINUE ACROSS AN EXPANSION OR CONTRACTION 5.7.
ALL BARS MUST BE SPACED AS SHOWN ON THE DRAWINGS.5.6.
AND SHOWN IN TABLE 1.
CONTRACT SHALL BE AS DESCRIBED IN ACI 318-14 UNLESS NOTED OTHERWISE
DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS USED ON THIS 5.5.
BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS OF BARS.5.4.
ACI 318-14.
UNLESS NOTED OTHERWISE, ALL HOOKS SHALL BE STANDARD HOOKS AS DEFINED BY 5.3.
REQUIREMENTS.
ALL REINFORCEMENT REBAR SHALL CONFORM TO ASTM A615 GRADE 60 5.2.
ACCORDANCE WITH THE MOST RECENT EDITION OF ACI SP-66, “ACI DETAILING MANUAL”.
PREPARATION FOR PLACING DRAWINGS AND BAR BENDING SCHEDULES SHALL BE IN 5.1.
REINFORCEMENT5.
TO PLACEMENT OF SUBSEQUENT LIFTS.
" AMPLITUDE PRIOR4
14.2 ALL CONCRETE SHALL BE ROUGHENED TO A MINIMUM OF
SHALL BE THE CLEAR DISTANCE FROM THE EDGE OF THE CONCRETE.
ACI 318-14 FOR NONPRESTRESSED CAST IN PLACE CONCRETE. THE MINIMUM COVER
UNLESS NOTED OTHERWISE, THE MINIMUM COVER SHALL BE IN ACCORDANCE WITH 4.1.
CONCRETE COVER4.
REQUIRED CONCRETE FINISHES ARE DESCRIBED IN THE SPECIFICATION.3.1.
CONCRETE FINISHING3.
ADJOINING MEMBER OR AS NOTED OTHERWISE.
WALL AND FLOOR SURFACES WHERE FILLET IS NOT CAST SIMULTANEOUSLY WITH
ALL RE-ENTRANT CORNERS SHALL HAVE 1½” FILLETS EXCEPT AT THE JUNCTION OF 2.3.
OTHERWISE NOTED.
ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE ¾” CHAMFERS UNLESS 2.2.
STRENGTH (f'c) FOR THE CAST-IN-PLACE CONCRETE SHALL BE 4000 PSI.
SECTION 03 30 00.00 25 IN THE SPECIFICATION. THE 28-DAY COMPRESSIVE
THE CONTRACTOR SHALL DEVELOP AND SUBMIT THE CONCRETE MIX ACCORDING TO2.1.
CONCRETE2.
THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS.1.2.
SUBSTATION SWITCHBOARD UPGRADE.
BONNEVILLE POWERHOUSE 2 ISLAND BRADFORD ISLAND SERVICE BUILDING PQR
THESE GENERAL STRUCTURAL NOTES COVER ALL STRUCTURAL FEATURES OF THE 1.1.
SCOPE1.
= SIMILARSIM.
= TO BE DETERMINEDT.B.D.
= TOP FACET.F.
= STIRRUPSTIR.
STAG. SPL. = STAGGER SPLICE
= REINFORCEMENT REINF.
= OUTSIDE LAYERO.L.
= OUTSIDE FACEO.F
= NEAR FACEN.F
= INSIDE FACEI.F.
= FAR FACEF.F.
= EACH WAYE.W.
= EQUALLY SPACEDEQ. SP.
= EACH FACEE.F.
= DOWELSDWL'S
= DRILL & GROUTD.& G.
= CLEARCLR.
= BOTTOM FACEB.F.
DENOTES DISTURB EARTH
DENOTES AGGREGATE GRAVEL
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
GENERAL NOTES
12"
SCALE: 1"= 1'-0"
6" 0 1'
SEE CIVIL C-102 FOR LOCATION
TOP OF SLAB
T Y
P
GRADE
GRADE
SEE CIVIL C-102 FOR LOCATION
TOP OF SLAB
T Y
P
SLOPE SLAB 1/8"=1'-0" SEE CIVIL
AT EACH END
TOP AND BOT @ 12" OC
#5 BAR EACH WAY
AT EACH END
TOP AND BOT @ 12" OC
#5 BAR EACH WAY
CONC. COVER
2" MIN
2" MIN
CONC. COVER
16'-10"
TYP.
P R
Q S
W
IT
C H
G E
A R
U P
G R
A D
E
/0
/2
A D
V E
R T
IS
E
B D
P .1
-S
-1 X
X X
.D
G N
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T
PORTLAND DISTRICT
A N
S I
E
G
E C
D T
R S
S-101
:1
B R
A D
F O
R D
I S
L A
N D
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A N
A N
D S
E C
T
IO
N S
M A
T T
H E
W D
H
A N
S O
N
P .E
N O
R B
E R
T H
M A
R T
IC
O
R E
N A
REFER TO SPECIFICATION 31 00 00 00 25, 3.2.3 FOUNDATION PREPARATION
FOR INFORMATION REGARDING EXCAVATION AND COMPACTED GRAVEL 3.
REQUIREMENTS.
SEE C-102 FOR FOUNDATION CONTROL POINTS AND DRAINAGE2.
SEE G-101 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.1.
S-101
S-101
SECTION
SCALE: 12"=1'-0"
SECTION
SCALE: 12" = 1'-0"
FOUNDATION PLAN
SCALE: 12" = 1'-0" (SEE NOTE 2)
200'-0"
24'-0"
P A
Y N
E P
.E
CONDENSATE DRAIN
LINES
REFRIGERANT
D A
N
IE
L M
J E
N S
E N
P .E
S
IT
E M
E C
H A
N
IC
A L
P L
A N
IN
S
T A
L L
A T
IO
N
/0
/2
B D
P .1
M
-1 X
X X
.D G
N
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T
PORTLAND DISTRICT
A N
S I
E
B F
IL
A
N
M-101
:1
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
R
P A
Y N
E
P R
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D
CU-01 CONDENSING UNIT
ALTERNATE DRAIN LOCATION
(EVAPORATOR)
EU-01 HEAD UNIT
UNIT POSITION
ALTERNATE HEAD
49'-10"24'-2"
A D
V E
R T
IS
E
SPECIFICATIONS
WITH MANUFACTURERS
PAD IN ACCORDANCE
UNIT TO BE PLACED ON A
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$
D E
S
IG
N F
IL
E
P
W D
IR
BORDER VERSION UPDATE [08-2013]
D R
A W
N B
Y
C H
E C
K E
D B
Y
STRUCTURAL LINE
STRUCTURAL LINE
LINE
STRUCTURAL
BOOTH
PAINT
OFF. 4
FOREMAN
ROOM
CREW
MEN-2
WO. 2
ENTRY
ROOM
ELECTRICAL
SLAB
MECH. EQUIP.
STORAGE
PAINT EQUIP.
STORAGE
PAINT
CL.
MECH
PAINT SHOP
AND DRYING ROOM
PAINT SPRAYING
(SEE SHEET M-14)
(SEE SHEET M16)
ROOM
COMPRESSOR
BLAST AREA
JAN
WASH AREA
GENERAL NOTES
REFERENCE DRAWINGS
1. ITEMS SHOWN IN RED ARE NEW OR MODIFIED.
FLOOR PLAN - ARCHITECTURALBDG-2-22 _01_R2
KEYED NOTES
8'0 4' 16'
N
A3
SHOPS
NORTH
SHOPS
SOUTH
MEZZANINE
N
WEST SHOPS & OFFICES
3. SEE SPECIFICATION 23 81 00.00 25 FOR MORE INFORMATION.
IN THE COMPRESSOR ROOM.
2. DO NOT ROUTE REFRIGERATION LINES ABOVE PRQ5 OR TR4
RECOMMENDATIONS AND SITE CONDITIONS.
1. MOUNT TO THE WALL ACCORDING TO MANUFACTURER'S
A3
INSTALLATION - MECHANICAL SITE PLAN
3/16" = 1'-0"
P
A Y
N E
P .E
FIRE EXTINGUISHER
FIRE EXTINGUISHER
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T
PORTLAND DISTRICT
A N
S I
E
M-102
:1
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
IN
S
T A
L L
A T
IO
N
D A
N
IE
L M
J E
N S
E N
P .E
S
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E F
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E
P R
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E C
T
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N P
L A
N B
D P
.1
M
-1 X
X X
.D G
N
B F
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A
N
/0
/2
R
P A
Y N
E B
R A
D F
O R
D I
S L
A N
D P
R Q
S W
IT
C
H G
E A
R U
P G
R A
D E
A D
V E
R T
IS
E
D
C
A
B
S O
L
IC
IT
A
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N N
O
F
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A M
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D E
S
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N E
D B
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D A
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F
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E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$
D E
S
IG
N F
IL
E
P
W D
IR
BORDER VERSION UPDATE [08-2013]
D R
A W
N B
Y
C H
E C
K E
D B
Y
STRUCTURAL LINE
BOOTH
PAINT
ROOM
ELECTRICAL
STORAGE
PAINT EQUIP.
PAINT SHOP
(SEE SHEET M16)
ROOM
COMPRESSOR
BLAST AREA
GENERAL NOTES
REFERENCE DRAWINGS
A3
SHOPS
NORTH
SHOPS
SOUTH
MEZZANINE
N
A4
WEST SHOPS & OFFICES
N
0 4' 8'2'
SEE SPECIFICATION 10 44 16.00 25 FOR MORE INFORMATION2.
1. ITEMS SHOWN IN RED ARE NEW OR MODIFIED.
BDG-2-22_01_R2 FLOOR PLAN - ARCHITECTURAL
A3
INSTALLATION - FIRE PROTECTION SITE PLAN
SCALE 1/4" = 1'-0"
CONTROL ABBREVIATIONS
W
M
OR
OL OL
OR
B
A
E-01
E-02
E-05
J
X X/M
GRAPHIC SYMBOLS
SUA-q1-CQA3, 2"
3#1/0, 1#8 EGC
SUA-q1-CQA3
(WITHIN BOXES, ENCLOSURES, AND PANELS)
MUTLI-CONDUCTOR CABLES AND BUNDLES
EXPOSED CONDUITS
BLACK LAZER ENGRAVED LETTERING
3.5" L x 0.53" H WITH 1/4" (MIN)
STAINLESS STEEL PLATE
(SEE NOMENCLATURE, THIS SHEET)
CONDUIT I.D AND SIZE
SECURE TO CONDUIT WITH EITHER ALUMINUM OR NYLON STRAPS
OR CABLE
NUMBER & SIZE OF CONDUCTORS
(SEE NOMENCLATURE, THIS SHEET)
CIRCUIT I.D.
CONDUIT AND CABLE I.D. (SEE NOTE 2)
REQUIRED WIRE LABELING
PCC/BB-8
PCC
PCC
PCC/SJ2/A-1
PCC/AK-6
TERMINAL NUMBER
SIGNAL OR WIRE NUMBER
(DEVICE-TERM.)
ADDRESS OF OTHER END OF THIS WIRE
AS SHOWN ON DRAWING
CABLE
WIRE LABEL TERMINAL BLOCK WIRE LABEL
TO A PANEL DO NOT INCLUDE THE PANEL IN PARENTHESIS.
THE JUMPERS ARE ENTIRELY VISIBLE ARENOT REQUIRED TO BE LABELED. WIRES INTERNAL
FORMAT: WIRE NAME/DEVICE OR TERMINAL BLOCK-TERMINAL(PANEL). SHORT JUMPERS WHERE
D. FIBER OPTIC CABLE IDENTIFICATION
PP1-4/f-MM-XX
MM FOR MULTI-MODE)
MODE (SM FOR SINGLE MODE,
ORIGIN
NO. OF FIBERS
F. CONTROL WIRE IDENTIFICATION.
ASP1/SJ3/CA-1
DESTINATION DEVICE OR EQUIPMENT
SIGNAL OR WIRE NUMBER
SWITCHGEAR PANEL (CABINET) NUMBER
TERMINAL POINT NUMBER AT DESTINATION
G. PLC CARD WIRE IDENTIFICATION.
SWITCHGEAR PANEL (CABINET) NUMBER
NKA-4/SC15/I:4/11
CARD & BIT NUMBER
TERMINAL POINT NUMBER
E. WIRE COLOR CODE
DESTINATION (XX = # OF THE PANEL)
DISCONNECT SWITCH
POWER TRANSFORMER (ONE LINE DIAGRAM)
OVERLOAD RELAY
FUSE
1. SWITCHBOARDS AND SWITCHGEAR
-LSQ
CQ -
480V (POWERHOUSE)
B -
BATTERY
CT CURRENT TRANSFORMER
M MOTOR
T TRANSFORMER (POWER)
X BREAKER (ADD VOLTAGE LETTER)
Z DISC. SWITCH (ADD VOLTAGE LETTER)
1. AS AN AID TO FURTHER IDENTIFICATION OF
-J
Q
R
- 120/240 (120/208)
N -
POWER CIRCUIT, 480VAC
POWER CIRCUIT (LIGHTING) 120/240 OR 120/208 VAC
- SPARE CONDUIT
- ALARM CIRCUITS, ANNUNCIATOR CIRCUITS,
SELF-SYNCHRONOUS INDICATING CIRCUITS, RTD
AND TRANSDUCER OUTPUT CIRCUITS, RECORDER,
OTHER LOW-LEVEL SIGNAL CIRCUITS.
u s r q j c -
NOMENCLATURE
VOLTAGE CLASS AND LOCATION OF THE
EQUIPMENT, THE FOLLOWING ARE APPLIED TO
SEPARATELY MOUNTED BREAKERS, DISCONNECT-
ING MOUNTED BREAKERS, DISCONNECTING
SWITCHES, CURRENT TRANSFORMER AND
VOLTAGE TRANSFORMERS.
13.8kV
480V
-MCC MOTOR CONTROL CENTER
SJ
LOCKL
CONTROL CIRCUITS
VOLTAGE OR CONTROL TRANSFORMER
-D
F
SQ -
-TR TRANSFORMER (LIGHTING)
480V SWITCHBOARD (MAIN UNITS)
NON-OVERFLOW DAM
FCQ
480V SWITCHGEAR (POWERHOUSE)
480V SWITCHGEAR (NAV LOCK)
13.8kV SWITCHGEAR (STATION SERVICE)
SU
-SUA 480V SWITCHBOARD (FISHWATER UNITS)
NEUTRAL (i.e. GN1,TN1)
P - 5kV
2. SERVICE CODE OR VOLTAGE CLASS
START OF RUN END OF RUN
CIRCUIT NUMBER
SUA-q1-CQA3
IDENTIFIED AS FOLLOWS:
1. ELECTRICAL CIRCUITS AND CONDUITS ARE
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
VOLTAGE CLASS
SERVICE CODE OR
CQA3-q1.
CIRCUIT; e.g. CQA3-c1 WOULD CONTROL
THE NUMBER OF THE CONTROLLED POWER
C. CONTROL CIRCUIT NUMBERS CORRESPOND TO
THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL TO
480V (FISH RELATED
FISH RELATED
-IOR REMOTE PLC INPUT/OUTPUT RACK
METAL-CLAD, VACUUM CIRCUIT BREAKER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
INDICATES TRIP RATING IN AMPERES
METAL ENCLOSED AIR CIRCUIT, NUMBER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
NUMBER INDICATES SHEET REFERENCED
LETTER INDICATES ELEVATION
ELEVATION REFERENCE
NUMBER INDICATES SHEET REFERENCED
LETTER INDICATES SECTION
SECTION REFERENCE
SHEET REFERENCED
BOTTOM NUMBER INDICATES
TOP NUMBER INDICATES DETAIL
DETAIL REFERENCE
-L LIGHTING
JUNCTION BOX
-tn
POWER CIRCUIT, 13.8kVAC
-tt
-T1 DEDICATED T1 CIRCUITS
LOCAL AREA NETWORK (LAN) CIRCUITS
TELEPHONE/PBX CIRCUITS, COMMUNICATION CIRCUITS
tv - CLOSED CIRCUIT TELEVISION (CCTV) VIDEO CIRCUITS
XX/M MAG ONLY RATING SHOWN
OR MOTOR CIRCUIT PROTECTOR
XXXA CURRENT RATING NOTED
CIRCUIT BREAKER
A. TERMINAL EQUIPMENT
B. MODIFYING TERMS FOR TERMINAL EQUIPMENT
2. LOAD CENTERS
3. APPARATUS
ELECTRICAL ABBREVIATIONS
- 480V (DAM LIGHTING)DCR1
(MCC, PANELBOARD, ETC)
MAJOR ELECTRICAL EQUIPMENT
CONNECTION TO GROUND BUS
OF THE LOWEST VALUE
WHICH THEY RESPOND ARE
OR WHEN QUANTITIES TO
IN DE-ENERGIZED POSITION
OR KW RATING
MOTOR, NUMBER INDICATES APPROXIMATE HP
Y=YELLOW, ETC.)
(A=AMBER,G=GREEN,R=RED, W=WHITE,
(NORMALLY CLOSE)
CONTACTS
(NORMALLY OPEN)
CONTACTS
PRESS TO TEST INDICATING LIGHT,
-p POWER CIRCUIT, 4160VAC
SAMPLE DEVICE FUNCTIONS
CIRCUITS; I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
B. A TWO-PART NUMBER IS USED FOR MOST
C. CIRCUIT AND ROUTING IDENTIFICATION
-d 0-48V AC/DC
TRANS. OIL PUMP 4C1).
(i.e. CQ24-q1-4C1 IS A CIRCUIT GOING TO
THE DESIGNATION ASSIGNED TO THE DEVICE
TO SEPARATELY MOUNTED DEVICES RECEIVE
COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS
CIRCUIT TO CT'S IN CIRCUIT BREAKER XJ1
TERMINAL EQUIPMENT DESIGNATION (e.g. THE
PART OF TERMINAL EQUIPMENT RECEIVE THE
E. CIRCUITS TO DEVICES FORMING AN INTEGRAL
3 INDICATES THREE CONDUCTORS.
THREE-CONDUCTOR CABLE WHILE A NUMERAL
BY SUFFIX "C"; i.e., 3/C INDICATES A
2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED
TB1
PCC
PCC BB-8
AK-6SJ2/A-1 (R)
WIRE COLOR DESIGNATION
(CABINET/DEVICE-TERM.)
ADDRESS OF OTHER END OF THIS WIRE
GREEN
GRAY
BROWN
BLUE
BLACK
WHITE
YELLOW
RED
ORANGE
G
GY
BR
BL
BK
W
Y
R
O
BLACK LETTERING
2" L X 0.5" H WITH 1/4" (MIN.)
WHITE SELF-LAMINATING VINYL TAG
DSJ 13.8KV SWITCHGEAR (NON-OVERFLOW DAM)
DSQ 480V SWITCHGEAR (NON-OVERFLOW DAM)
-DQ1 480V SWITCHBORAD (NON-OVERFLOW DAM)
V
480V RECEPTACLE
NON-FUSED HP RATED DISCONNECT SWITCH
SURGE ARRESTER
TELEPHONE DATA FLOOR RECEPTACLE
DATACOMM WALL RECEPTACLE
N.O. PUSH BUTTON
N.C. PUSH BUTTON
INTEGRAL MOTOR STARTER
VFD
(NUMBER INDICATES NEMA SIZE RATING)
COMBINATION MOTOR STARTER
FUSED HP RATED DISCONNECT SWITCH
SINGLE POLE SNAP SWITCH, 125V, 20A
125V, 20A DUPLEX RECEPTACLE
240V RECEPTACLE
50KW
WALL MOUNTED EXTERIOR AREA LED LIGHT FIXTURE
125V, 20A QUADPLEX RECEPTACLE
TS
MOTOR OPERATED VALVE
RESISTIVE LOAD BANK
DIGITAL MULTI-METER
MR
DM
MULTI-FUNCTION SOLID-STATE RELAY
TEST SWITCH
RESISTOR
SURGE CAPACITOR
FIXTURE
SURFACE MOUNTED INDUSTRIAL STRIP LED LIGHT
POSITION SWITCH
AC CONTACTOR
MANUAL TRANSFER DEVICE
OR RATE-OF-RISE RELAY
INSTANTANEOUS OVERCURRENT
THERMOSTAT
UNDERVOLTAGE
TRANSFORMER TEMPERATURE
CONTACTOR (OPERATING COIL)
OVERCURRENT - NEUTRAL/GROUND
AUTOMATIC TRANSFER RELAY
CONDUIT AND GROUNDING
CONDUIT CAPPED BELOW FIN. GRADE
GROUND INSERT IN FLOOR
(SIZE AS INDICATED).
EMBEDDED GROUND CONDUCTOR
CONDUIT EXPOSED
CONDUIT EMBEDDED IN FLOOR OR WALL
CONDUIT TURNING TOWARD OBSERVER.
CONDUIT TURNING AWAY FROM OBSERVER.
G.I.
LIMIT SWITCH (N.C.)
(N.O., CLOSES ON DROPPING TEMPERATURE)
TEMPERATURE SWITCH
LIMIT SWITCH (N.O.)
G
SPD
GENERATOR
SURGE PROTECTION DEVICE
T
M
T
M
CCTV CAMERA, FIXED
CCTV CAMERA, PTZ (PAN, TILT, ZOOM)
K KIRK-KEY BREAKER INTERLOCK DEVICE
IN PLC INPUT
51N
PER CABLE SCHEDULE
NEW POWER OR CONTROL CIRCUIT IDENTIFICATION
NEW CONDUIT IDENTIFICATION PER CONDUIT SCHEDULEXYZ
XX
PLC OUTPUT
XFMR
W/
WT
WP
W
VS
VM
VFD/VSD
VAM
V
UPS
U/S
UH
UG
TYP
TR
TOC
TC
TB
SV
STB
SSCP
SS
SPST
SPDT
SPD
S/N
SM
SG
SF
SA
RN
RGS
REF
RCPT
Q
PWWC
PVC
PTT
PSS
PSF
PS
PR
PNL
PH
PDB
PC
PB
PART
OTS
OL
NP
NO
NC
NA
N
(N)
MPC
MS
MLO
MH
MD
MCP
MCC
MCB
M/MTR
L/R
LR
LTR
LTG
LT-FLEX
LGR
LC
J/JB
IPS
INST
INCAND
IG
HTR
HRG
HID
HH
GI
GFE
GFCI
GALV
G/GND
GAM
FVR
FVNR
F/O
FTLDP
FLUOR
FLR
FDR
FCSP
FCB
F,FU
EXST
EMC
EM
EL
EGAM
EF
EGC
D/S
DIV
DGAM
CV
CT
CS
CRT
CPU
CPT
CPMP
CGB
CKT
CB
C
BK
BCG
AWG
ATS
AT
ARMS
AL
AIR
AIC
AFG
AFF
AF
A
TRANSFORMER
WITH
WATERTIGHT
WEATHERPROOF
WATT
VOLTMETER SWITCH
VOLTMETER
VARIABLE FREQUENCY DRIVE
VALVE ACTUATOR MOTOR
VOLTS
UNINTERRUPTIBLE POWER SUPPLY
UPSTREAM
UNIT HEATER
UNDERGROUND
TYPICAL
TRIAD
TRUCK OPERATED CONTACT
TERMINAL CABINET
TERMINAL BLOCK
SOLENOID VALVE
SHORTING TERMINAL BLOCK
SANITARY SEWER CONTROL PANEL
STAINLESS STEEL / SOFT STARTER
SINGLE-POLE SINGLE-THROW
SINGLE-POLE DOUBLE-THROW
SURGE PROTECTION DEVICE
SOLID NEUTRAL
SINGLE MODE (FIBER)
SWITCHGATE
SUPPLY FAN
SURGE ARRESTOR
RUN
RIGID GALVANIZED STEEL CONDUIT
REFERENCE INFORMATION
RECEPTACLE
QUARTS LIGHTING
POTABLE WATER WELL CONTROLLER
POLYVINYL CHLORIDE CONDUIT
PUSH TO TEST
PRE-SORT SUPPLY
PRE-SORT FLUME
PRESSURE SWITCH
PAIR
PANEL
PHASE
POWER DISTRIBUTION BLOCK
PHOTOCELL
PULL BOX
PARTIAL
BELL ALARM CONTACT
OVERLOAD RELAY
NAMEPLATE
NORMALLY OPEN
NORMALLY CLOSED
NON-AUTOMATIC
NEUTRAL
NEW
MINI-POWER CENTER (XFMR AND PNL)
MOTOR STARTER
MAIN LUGS ONLY
MANHOLE / METAL HALIDE
MOTION DETECTOR
MOTOR CIRCUIT PROTECTOR
MOTOR CONTROL CENTER
MAIN CIRCUIT BREAKER
MOTOR
LOCAL/REMOTE
LATCHING RELAY
LIGHTING TRANSFORMER
LIGHTING
LIQUID TIGHT FLEX CONDUIT
LIGHTING RECEPTACLE
LIGHT CONTACTOR
JUNCTION BOX
INTAKE AND PUMP STRUCTURE
INSTANTANEOUS
INCANDESCENT
ISOLATED GROUND
HEATER
HIGH RESISTANCE GROUND
HIGH INTENSITY DISCHARGE
HAND HOLE
GROUND INSERT
GOV'T FURNISHED EQUIPMENT
GND, FAULT CIRCUIT INTERRUPTER
GALVANIZED
GROUND
GATE ACTUATOR MOTOR
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
FIBER OPTIC
FUEL TANK LEAK DETECTION PANEL
FLUORESCENT LIGHTING
FLOOR
FEEDER
FUEL CLEANING SYSTEM PANEL
FEEDER CIRCUIT BREAKER
FUSE
EXISTING
ELECTROMAGNETIC COMPATIBILITY
EMERGENCY
ELEVATION
ENTRANCE GATE ACTUATOR MOTOR
EXHAUST FAN
EQUIPMENT GROUNDING CONDUCTOR
DOWNSTREAM
DIVISION
DIFFUSION GATE ACTUATOR MOTOR
CABLE VAULT
CABLE TRAY / CURRENT TRANSFORMER
COUNTING STATION
CATHODE RAY TUBE
CENTRAL PROCESSING UNIT
CONTROL POWER XFMR
CIRCULATING PUMP
CABLE GLAND BUSHING
CIRCUIT
CIRCUIT BREAKER
CONDUIT
BRAKE
BARE COPPER GROUND
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP
ARC REDUCTION MAINTENANCE SWITCH
ALUMINUM
AMPERE INTERRUPTING RATING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
AMP FUSE, AMP FRAME
AMMETER, AMPERE
ZZ
ZV
ZT
ZS
YS
XMTR
WS
VT
VS
UTP
TVSS
TT
TI
TE
TDR
T/XFMR
SV
STP
STA
SS
SOL/SV
SGCC
SCR
SCADA
S/N
RLS
RIO
REG
PY
PWR
PTT
PT
PS
PRX
PRV
PLC
PL
PI
PDT
PCR
PCP
PCL
PC
PBL
PB
PA
NS
MIT
ME
MCR
LT
LS
LE
LC
IR
IY
I/P
I/O
HV
HMI
HOA
FZ
FWS
FU
FM
FC
ETM
DT
DSA
DRS
DPM
DO
DTAP
DNET
DI
CV
CU
CS
CR
CP
AWS
AUX
AO
ALM/AH
AIR
AI
POSITIONING LINEAR ACTUATOR (ELECT)
PNEUMATIC PISTON ACTUATOR
POSITION TRANSMITTER
LIMIT SWITCH
AUX ATS SWITCH
TRANSMITTER
WEIGHT/TENSION SWITCH
VIBRATION TRANSMITTER
VIBRATION SWITCH
UNSHIELDED TWISTED PAIR
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TEMPERATURE TRANSMITTER
TEMPERATURE INDICATOR
TEMPERATURE ELEMENT
TIME DELAY RELAY
TRANSFORMER
SOLENOID VALVE
SHIELDED TWISTED PAIR
STATION (OPERATOR CONTROL)
SELECTOR SWITCH
SOLENOID/SOLENOID VALVE
SPILLWAY GATE CONTROL CABINET
SAFETY CONTROL RELAY
SUPERVISORY CONTROL & DATA ACQUISITION
SOLID NEUTRAL
ROTARY LIMIT SWITCH
REMOTE I/O
PRESSURE REGULATOR
PRESSURE CONVERTER
POWER
PRESS TO TEST
PRESSURE TRANSMITTER
PRESSURE SWITCH
PROXIMITY SWITCH
PRESSURE REGULATING VALVE
PROGRAMMABLE LOGIC CONTROLLER
PILOT LIGHT
PRESSURE INDICATOR
DIFFERENTIAL PRESSURE TRANSMITTER
POWER CONTACTOR, RAISE
PENDANT CONTROL PLUG
POWER CONTACTOR, LOWER
PERSONAL COMPUTER
PUSH BUTTON, LIGHTED
PUSH BUTTON
PLANT AIR
TORQUE SWITCH
RELATIVE HUMIDITY INDICATING XMTR
RELATIVE HUMIDITY/MOISTURE ELEMENT
MASTER CONTROL RELAY
LEVEL TRANSMITTER
LEVEL SWITCH
LEVEL ELEMENT
LEVEL CONTROLLER
INDUCTION RELAY
CURRENT CONVERTER
CURRENT TO PRESSURE TRANSDUCER
INPUT/OUTPUT
HAND VALVE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO
VALVE POSITION (FLOW)
FACILITY WATER SUPPLY
FUSE
FLOW METER
FLOW CONTROLLER
ELAPSED TIME METER
DEVICENET TAP
DEVICENET STARTER ASSEMBLY
DAM RECEPTACLE STATION
DIGITAL POWER METER
DISCREET OUTPUT
DEVICENET TAP
DEVICENET
DISCREET INPUT
CONTROL VALVE
COPPER
CONTROL SWITCH
CONTROL RELAY
CONTROL PANEL
AUXILLARY WATER SUPPLY
AUXILIARY
ANALOG OUTPUT
ALARM/ANNUNCIATOR HORN
AMPERE INTERRUPT RATING
ANALOG INPUT
SIGNAL OR WIRE NUMBER
ENCLOSURES, BOXES, ETC.
IDENTIFY EACH CIRCUIT WHERE IT TERMINATES OR PASSES THROUGH PANELS,
2. PROVIDE CONDUIT AND CIRCUIT ID TAGS ON ALL CONDUITS AND CIRCUITS.
USED IN THIS PROJECT.
INSTALLATION DRAWINGS. NOT ALL SYMBOLS AND ABBREVIATIONS SHOWN ARE
1. SYMBOLS AND ABBREVIATIONS APPLY TO ELECTRICAL DEMOLITION AND
WALL MOUNTED EXIT LIGHT FIXTURE
POLE MOUNTED LIGHT FIXTURE
-h PREFFERED AC, 120/208VAC
METAL ENCLOSED, VACUUM CIRCUIT BREAKER
ELECTRICALLY-OPERATED, FIXED TYPE,
-PRQ 480V SWITCHGEAR (PROJECT BUILDING)
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
-0 X
X X
.D
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
F
O R
T U
N Y
P
E
A N
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E
D
A B
B R
E V
IA
T
IO
N
S
E L
E C
T R
IC
A
L L
E G
E N
D
E-001
:1
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
REFERENCE DRAWINGS
BDG-6-7-25 AREA LIGHTING AND POWER
FIRE PUMPHOUSE
1 #2/0 GND
(2) CV4-t1
CONCRETE ENCASED DUCT BANK
(2) CV4-t1
1 #2/0 GND
CONCRETE ENCASED DUCT BANK
VS RE-USED.
SCHEDULE ON ED701 FOR LIST OF CONDUITS BEING DEMOLISHED
UNLESS NOTED OTHERWISE. REFER TO CONDUIT AND CABLE
CONDUCTORS ASSOCIATED WITH CONDUIT. RE-USE CONDUITS
1. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
SPILLWAY SOUTH TOWER
VAULT CV4
CABLE
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E
ED101
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
W F
O R
T U
N Y
P
E
S
IT
E E
L E
C T
R
IC
A L
P L
A N
D E
M O
L
IT
IO
N
30' 60'0
MEZZANINE
A2
DEMOLITION ELECTRICAL SITE PLAN
SCALE 1" = 30'-0"
A3
ED109
A3
ED110
A1
ED106
A3
ED103
A1
ED104
A1
ED105
A3
ED102
A1
ED107
A1
ED108
BDG-6-7-18 POWER AND CONTROL NORTH AND SOUTH SHOPS
CONDUITS BEING DEMOLISHED VS RE-USED.
CONDUIT AND CABLE SCHEDULE ON ED701 FOR LIST OF
WILL BE RE-USED UNLESS NOTED OTHERWISE. REFER TO
CONDUCTORS ASSOCIATED WITH CONDUIT. MOST CONDUITS
2. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
OTHERWISE.
1. ITEMS SHOWN GREEN ARE TO BE DEMOLISHED UNLESS NOTED
PRQ5
MATCH LINE (SOUTH SHOPS) SHEET ED103
ROOM
COMPRESSOR
ROOM
PAINT SPRAY
WASH AREA
PAINT EQUIP. ROOM
PANELBOARD PRQ6
PRQ1
ZPRJ2 ZPRJ1 PRTQ1
PRTQ2
SEE SHEET ED101
FOR CONTINUATION
TOP TO BOTTOM
KEYED NOTES#
BE RE-USED.
LOCATION OF HHPR1. CONDUITS FROM CV4 TO HHPR1 ARE TO
TRANSFORMER PAD. REFER TO E-102 FOR APPROXIMATE
NEW HAND HOLE HHPR1 AS REQUIRED TO ACCOMODATE NEW
2. REMOVE OR ABANDON CONDUITS BETWEEN BUILDING AND
RECONNECT EXISTING BRANCH CIRCUITS AS REQUIRED.
1. EXISTING PANELBOARD TO BE REPLACED. DISCONNECT AND
SEE SHEET ED101
FOR CONTINUATION
IVHJB
SEE SHEET ED101
FOR CONTINUATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E B
R
ED102
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
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K A
N D
D A
M
W F
O R
T U
N Y
P
E
D E
M O
L
IT
IO
E C
T R
IC
A
L P
L A
N
8'0 4' 16'
N O
R T
H S
H O
P S
A3
DEMOLITION - NORTH SHOPS ELECTRICAL PLAN
SCALE 3/16" = 1'-0"
A3
ED402
A3
ED401
B1
ED201
A4
ED201
BDG-6-7-18 POWER AND CONTROL NORTH AND SOUTH SHOPS
CONDUITS BEING DEMOLISHED VS RE-USED.
CONDUIT AND CABLE SCHEDULE ON ED701 FOR LIST OF
WILL BE RE-USED UNLESS NOTED OTHERWISE. REFER TO
CONDUCTORS ASSOCIATED WITH CONDUIT. MOST CONDUITS
2. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
OTHERWISE.
1. ITEMS SHOWN GREEN ARE TO BE DEMOLISHED UNLESS NOTED
MATCH LINE (NORTH SHOPS) SHEET ED102
WELDING SHOP
REPAIR AREA
WASH AREA
KEYED NOTES#
RECONNECT EXISTING BRANCH CIRCUITS AS REQUIRED.
1. EXISTING PANELBOARD TO BE REPLACED. DISCONNECT AND
M A
T C
H L
IN
E
W
E S
T S
H O
P S
/O F
F
IC
E S
S
H E
E T
E D
PANELBOARD PRQ4
PANELBOARD PRQ9
SEE ED104
FOR CONTINUATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
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L A
N D
D
IS
T R
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E B
R
ED103
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
W F
O R
T U
N Y
P
E
D E
M O
L
IT
IO
E C
T R
IC
A
L P
L A
N
8'0 4' 16'
S O
U T
H S
H O
P S
A3
DEMOLITION - SOUTH SHOPS ELECTRICAL PLAN
SCALE 3/16" = 1'-0"
B4
BDG-6-7-17 POWER AND CONTROL WEST SHOPS AND OFFICES
CONDUITS BEING DEMOLISHED VS RE-USED.
CONDUIT AND CABLE SCHEDULE ON ED701 FOR LIST OF
WILL BE RE-USED UNLESS NOTED OTHERWISE. REFER TO
CONDUCTORS ASSOCIATED WITH CONDUIT. MOST CONDUITS
2. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
OTHERWISE.
1. ITEMS SHOWN GREEN ARE TO BE DEMOLISHED UNLESS NOTED
KEYED NOTES#
RECONNECT EXISTING BRANCH CIRCUITS AS REQUIRED.
1. EXISTING PANELBOARD TO BE REPLACED. DISCONNECT AND
PANELBOARD PRQ21PANELBOARD PRQ3
TRANSFORMER TR1
TRANSFORMER TR2
TRANSFORMER TR5
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
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F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
P O
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L A
N D
O
R E
G O
N
P O
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L A
N D
D
IS
T R
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E B
R
ED104
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
W F
O R
T U
N Y
P
E
D E
M O
L
IT
IO
E C
T R
IC
A
L P
L A
N
8'0 4' 16'
W E
S T
S H
O P
S A
N D
O F
F
IC
E S
A1
DEMOLITION WEST SHOPS AND OFFICES ELECTRICAL PLAN
SCALE 3/16" = 1'-0"
A1
CONDUITS BEING DEMOLISHED VS RE-USED.
CONDUIT AND CABLE SCHEDULE ON ED701 FOR LIST OF
WILL BE RE-USED UNLESS NOTED OTHERWISE. REFER TO
CONDUCTORS ASSOCIATED WITH CONDUIT. MOST CONDUITS
2. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
OTHERWISE.
1. ITEMS SHOWN GREEN ARE TO BE DEMOLISHED UNLESS NOTED
BDG-6-7-14 MEZZANINE MISCELANEOUS SYSTEMS AND DETAILS
IVH
PR9.2
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
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D A
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F
IL
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U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
S I
E
G E
C D
S E
G
S G
R
IF
F
IN
P
.E
G E
C D
E B
R
ED105
Q S
W
IT
C H
G E
A R
U P
G R
A D
E B
R A
D F
O R
D I
S L
A N
D W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
W F
O R
T U
N Y
P
E
D E
M O
L
IT
IO
E C
T R
IC
A
L P
L A
N
8'0 4' 16'
M E
Z Z
A N
IN
E
A1
DEMOLITION - MEZZANINE ELECTRICAL PLAN
SCALE 3/16" = 1'-0"
1 2 3 4
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
SN
SPARE
SPARE
NORTH WALL RECEPTACLE
EAST WALL LIGHTS
WEST WALL LIGHTS
NORTH WALL LIGHTS
PANEL LIGHT
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
OUTSIDE FLOOD LIGHT
S.W. WALL RECEPTACLE
N.E. WALL RECEPTACLE
EAST WALL RECEPTACLE
SPARE
V
R E
C E
P T
A C
L E
S
V
R E
C E
P T
A C
L E
S
S P
A R
E
S P
A R
E
GENERAL NOTES
REFERENCE DRAWINGS
CONDUITS BEING DEMOLISHED VS RE-USED.
CONDUIT AND CABLE SCHEDULE ON ED701 FOR LIST OF
WILL BE RE-USED UNLESS NOTED OTHERWISE. REFER TO
CONDUCTORS ASSOCIATED WITH CONDUIT. MOST CONDUITS
2. CONDUITS SHOWN GREEN INDICATE REMOVAL OF
OTHERWISE.
1. ITEMS SHOWN GREEN ARE TO BE DEMOLISHED UNLESS NOTED
BDG-6-7-27 EQUIPMENT SHELTER BUILDING ELECTRICAL
ISLAND SERVICE CENTER
LOCATED IN PRQ1, BRADFORD
OVERHEAD DOOR
EXISTING HEATER
EXISTING FLOODLIGHT
SLIDING DOORS
EXISTING HEATER
EXISTING OUTSIDE FLOODLIGHT
CONDUIT
EXISTING
"4
13 #2 & 1 #2 GND, 1
ESB(PRQ7)
480V BREAKER BOX
LIGHTING PANELBOARD
LIGHTING DISCONNECT
240/120V
15KVA TRANSFORMER
480V-240/120V, DISCONNECT. (2 POLE)
TRANSFORMER
480V LIGHTING
SEE SHEET ED101
FOR CONTINUATION
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A D
V E
R T
IS
E
B D
P .1
E
D X
X X
.D
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R…
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