B08 7N24R3 BON Fish Ladder Drawings.pdf
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- Solicitation number
- W9127N24R0003
About this file
This document appears to be a set of drawings related to the Bonneville Concrete Fish Ladder Rebuild (FY 2019 Fish Accords-Lamprey Passage) solicitation, Solicitation Number W9127N24R0003. The solicitation is being issued by the Department of the Army Corps of Engineers Engineering District Portland. The RFP with specifications, drawings, and reference drawings will be posted on 23 May 2024. This procurement is for the rebuilding of the concrete fish ladder at the Bonneville Dam facility. The drawings likely provide details on the existing fish ladder and the required rebuild or replacement.
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PRINTED IN COLOR.
3. ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED TO BE
2. FIO DENOTES "FOR INFORMATION ONLY"
DENOTES FIO DRAWING IS FOR REFERENCE ONLY5
DENOTES FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS4
AT THE COMPLETION OF THIS CONTRACT
DENOTES FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS3
BY THE CONTRACTOR.
DENOTES DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT2
DENOTES FIO DRAWING IS OBSELETE AT THE COMPLETION OF THIS CONTRACT1
1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
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PRINTED IN COLOR.
3. ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED TO BE
2. FIO DENOTES "FOR INFORMATION ONLY"
DENOTES FIO DRAWING IS FOR REFERENCE ONLY5
DENOTES FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS4
AT THE COMPLETION OF THIS CONTRACT
DENOTES FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS3
BY THE CONTRACTOR.
DENOTES DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT2
DENOTES FIO DRAWING IS OBSELETE AT THE COMPLETION OF THIS CONTRACT1
1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
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THE SAME SHEET AS
DETAIL APPEARS ON
CHARACTER IS USED,
* WHEN A DASH, "-",
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
WAS TAKEN *
WHERE DETAIL
SHEET NUMBER
WAS TAKEN *
NUMBER WHERE SECTION
SHEET IDENTIFICATION
APPEARS *
ON WHICH SECTION
SHEET IDENTIFICATION
SYMBOL
IDENTIFICATION
SECTION
WAS TAKEN
THE SAME SHEET AS IT
SECTION APPEARS ON
CHARACTER IS USED,
* WHEN A DASH, "-",
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
FOR DETAILS
NUMERIC VALUE
FOR SECTIONS
ALPHA VALUE
LEGEND:
6. "INVENTOR" SHEETS FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
NOTED IN LEGEND NOTE 4 ON THIS SHEET:
3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW, EXCEPT AS
4. "MICROSTATION" / "AUTOCAD" SHEET FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
5. "MICROSTATION" / "AUTOCAD" MODEL FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
AS SHOWN BELOW:
7. "INVENTOR" MODEL FILE NAME CONVENTION SHALL BE INTERPRETED
ME-zzzzzzzzzzz.IPT
LEGEND NOTES 10 THRU 11)
AREA FEATURE (SEE
(SEE LEGEND NOTE 9)
DISCIPLINE
DASH SEPARATOR, "-" (REQUIRED)
MODEL DESCRIPTION (USER DEFINED) REQUIRED
"INVENTOR" FILE EXTENSION (.IPT, .IAM)
(BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
DISCIPLINE (SEE LEGEND NOTE 9)
AREA FEATURE (SEE LEGEND NOTES 10 THRU 11)
USE "0" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
USE "XXX"
"INVENTOR" SHEETS FILE EXTENSION
BDF1.123G-000XXX.IDW
(11) CHARCTERS MAX. OMIT IF NOT USED
MODEL DESCRIPTION (USER DEFINED)
BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
DISCIPLINE (SEE LEGEND NOTE 9)
DASH SEPARATOR, "-" (REQUIRED)
MODEL FILE TYPE (3D OR 2D)
USE "XXX"
USE "X" FOR UNUSED SPACES)
USER DEFINED(1 CHARACTER ONLY;
"AUTOCAD" FILE EXTENSION (.DWG)
"MICROSTATION" FILE EXTENSION (.DGN)
BDF1.123zzzzzzzzzzzG-3DXXXX.DGN
DISCIPLINE (LEGEND SEE NOTE 9)
AREA FEATURE (SEE LEGEND NOTES 10 THRU 11)
SHEET TYPE (SEE LEGEND NOTE 8)
SEQUENCE NUMBER (00 THRU 99)
USE "XXX"
"AUTOCAD" FILE EXTENSION (.DWG)
"MICROSTATION" FILE EXTENSION (.DGN)
BY CADD MANAGEMENT)
SERIES CODE (ASSIGNED
(F = FISH PASSAGE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
BDF1.123G-102XXX.DGN
NOTES 10 THRU 11)
AREA FEATURE (SEE LEGEND
DISCIPLINE (SEE LEGEND NOTE 9)
(SEE LEGEND NOTE 8)
TYPE DESIGNATOR
SEQUENCE NUMBER (00 THRU 99)
SE302
GENERAL FEATURES (OR "ALL SHEETS ARE ELECTRICAL")DENOTES-
SHALL BE AS SHOWN BELOW:
11. ELECTRICAL AREA FEATURE DESIGNATOR FOR "E" SHEETS IDENTIFICATION
LADDER CONTROL SECTION MODIFICATIONSDENOTESG
LADDER CONTROL SECTION DEMOLITIONDENOTESD
STRUCTURAL GENERAL FEATURES (OR "ALL SHEETS ARE STRUCTURAL")DENOTES-
SHALL BE AS SHOWN BELOW:
10. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" SHEETS IDENTIFICATION
ELECTRICALDENOTESE
STRUCTURALDENOTESS
GENERALDENOTESG
SHALL BE AS SHOWN BELOW:
9. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION
USER DEFINEDDENOTES8
REINFORCEMENT (USER DEFINED)DENOTES7
SCHEDULES AND SCHEMATICSDENOTES6
DETAILSDENOTES5
ENLARGED VIEWSDENOTES4
SECTIONSDENOTES3
ELEVATIONSDENOTES2
PLANSDENOTES1
GENERALDENOTES0
SHOWN BELOW:
8. TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS
1. THIS DRAWING PACKAGE IS INTENDED TO BE PRINTED IN COLOR.
NOTES:
X-3##
XX
X-5##
SCALE: NONE
DETAIL
X-5##
X-1##
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GENERAL NOTES
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STAGING AREA
LAMPREY FISH LADDER
WORK AREA
WASHINGTON SR14
VEHICLE GATE
(PADLOCKED)
1. CONTRACTOR CONSTRUCTION MATERIALS AND EQUIPMENT ARE NOT TO BE
STORED ON EXISTING GRASSED OR LANDSCAPED AREAS NOT SPECIFIED AS A
STAGING AREA
2. TREE REMOVAL NOT ALLOWED IN STAGING AREAS.
3. CONSTRUCTION VEHICLES ARE NOT ALLOWED TO USE THE ROAD ON THE
UPSTREAM SIDE OF POWERHOUSE 2.
4. OPTIONAL STAGING AREA IS LOCATED OUTSIDE OF THE SECURE PERIMETER.
THE DRIVE AISLE OF THE OPTIONAL STAGING AREA NEEDS TO BE CLEAR OF
STAGED MATERIAL AND EQUIPMENT TO ENSURE USACE PERSONNEL CAN
MAINTAIN SITE APPURTENANCES.
5. COORDINATE WITH USACE FOR LARGE DELIVERIES, AND IF ADDITIONAL
ACCESS IS REQUIRED.
GENERAL NOTES
STAGING AREA
VEHICLE GATE (PADLOCKED)
POW
ERHOUSE 2
FISH VIEWING BLDG
USACE EMPLOYEE ENTRANCE
CONTRACTOR ACCESS ROUTE
COLUMBIA RIVER
VEHICLE GATE
(PADLOCKED)
VEHICLE GATE
(PADLOCKED)
OPTIONAL STAGING AREA
STAGING AREA
SCALE: NTS
STAGING PLAN
COLUMBIA RIVER
L
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D B
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A R
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D A
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S I Z
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
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C H
E C
K E
D B
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.d g n
DENOTES EXISTING CONCRETE
DENOTES NEW CONCRETE
DENOTES STEEL AND OTHER METALS
DENOTES NEW GROUT
1. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:
GENERAL STRUCTURAL NOTES: STRUCTURAL LEGEND:
DEMOLITION
ON THE WALKWAYS AS INDICATED IN SPECIFICATION 06 73 01.00 25.
HSS1.900×0.188. ALL HANDRAIL MATERIAL IS ASTM A500, Gr C, EXCEPT FOR
ALL GUARDRAIL IS HSS1.900×0.145. ALL GUARDRAIL POSTS ARE 6.13
SUCH THAT THERE ARE NO BURRS, OFFSETS OR ROUGH AREAS.
OFFSETS OR ROUGH AREAS. GRIND ALL WELDS ON HANDRAILS SMOOTH
GRIND ALL GROOVE WELDS SMOOTH SUCH THAT THERE ARE NO BURRS, 6.12
" RADIUS MIN. UNO.16
ALL SHARP EDGES SHALL BE GROUND TO A 6.11
SHALL BE SEAL WELDED PER AISC MINIMUM WELD SIZE.
ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND SIZE OF WELD
ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. EVERY 6.10
SPECIFICATIONS.
REPAIR GALVANIZING AFTER WELDING WHERE APPLICABLE PER 6.9
DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.
6.8 FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE
6.7 ALL WELDS SHALL USE E70XX ELECTRODES UNO.
WITH AWS D1.1.
6.6 PERFORM ALL WELDING AND CERTIFY ALL WELDERS IN ACCORDANCE
c. PLAIN WASHERS - ASTM F844, TYPE 1, GALVANIZED
b. NUTS - ASTM A563, Gr DH, TYPE 1, GALVANIZED
a. BOLTS - ASTM F3125 Gr A325, TYPE 1, GALVANIZED
TYPE, CLASS, STYLE AND FINISH INDICATED BELOW UNO:
STRUCTURAL STEEL CONNECTIONS SHALL BE OF THE MATERIAL, GRADE,
ALL CARBON STEEL BOLTS, NUTS, AND WASHERS USED FOR 6.5
GALVANIZING OF STEEL WILL CONFORM TO ASTM A123 UNO.6.4
STRUCTURAL STEEL SHAPES WILL CONFORM TO ASTM A992.6.3
HOLLOW STRUCTURAL SECTIONS WILL CONFORM TO ASTM A500, Gr C.6.2
UNO.
ALL STRUCTURAL STEEL PLATES WILL CONFORM TO ASTM A572 Gr 50 6.1
STRUCTURAL STEEL6.
THE DEVELOPMENT LENGTH OR SPLICE.
THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW
TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE 5.12
ARE SHOWN IN THE TABLES.
THIS CONTRACT SHALL BE AS DESCRIBED IN A.C.I. 318-19 U.N.O., AND
DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS USED IN 5.11
REINFORCING BARS AND FRESHLY PLACED CONCRETE.
SUPPORTED TO PREVENT THE BREAKING OF BOND BETWEEN THE
VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS SHALL BE 5.10
DRAWINGS.
CONTINUE ACROSS CONSTRUCTION JOINTS AS DETAILED IN THE
CONTRACTION JOINT UNLESS SHOWN IN THE DRAWINGS. REBAR SHALL
REINFORCING BARS SHALL NOT CONTINUE ACROSS AN EXPANSION OR 5.9
ALL BARS SHALL BE SPACED AS SHOWN ON DRAWINGS.5.8
HOOK
WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A STANDARD 90°
DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG
E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR
L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND
SHORT LEG INDICATES THE FOLLOWING:
DIMENSION (NOT BAR LENGTH) OF 7'-6". A LETTER OR DIMENSION ON THE
SPACING INDICATES A BENT BAR WITH AN OUTSIDE-TO-OUTSIDE
A NOTATION SUCH AS FOLLOWING THE BAR SIZE AND 5.7
HARDWARE TO CONTACT THE REINFORCING STEEL IN THE CONCRETE.
DO NOT ALLOW EMBEDDED STAINLESS STEEL BOLTS OR OTHER 5.6
LAP LENGTH.
LAP LOCATIONS AS SHOWN, AND PROVIDING THE INDICATED
BARS TO BE STAGGER LAP SPLICED (CLASS B) BY ALTERNATING
A SYMBOL SUCH AS INDICATES REINFORCING 5.5
OF BARS.
BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS 5.4
SUBMITTALS.
BE DESIGNED BY THE CONTRACTOR AND SHOWN ON
HOOKS AS DEFINED BY ACI 318-19. BAR SPLICE LOCATIONS WILL
UNLESS NOTED OTHERWISE, ALL HOOKS SHALL BE STANDARD 5.3
REQUIREMENTS.
REINFORCEMENT CONFORMING TO ASTM A955 Gr 60
ASTM A615, Gr 60 REQUIREMENTS. PROVIDE STAINLESS STEEL
PROVIDE CARBON STEEL REINFORCEMENT CONFORMING TO 5.2
NEED TO BE SUBMITTED TO THE GOVERNMENT FOR APPROVAL.
LOCATIONS OF ALL SPLICES AND BAR BENDING SCHEDULES
REINFORCEMENT PLACEMENT DRAWING SHOWING LENGTH AND
FOR DETAILING REINFORCED CONCRETE STRUCTURES".
RECENT EDITION OF ACI 315,"MANUAL OF STANDARD PRACTICE
SCHEDULES SHALL BE IN ACCORDANCE WITH THE MOST
PREPARATION FOR PLACING DRAWINGS AND BAR BENDING 5.1
STEEL REINFORCEMENT5.
WITH ACI 318-19.
CONCRETE COVER SHALL BE A MINIMUM OF 2" IN ACCORDANCE 4.1
CONCRETE COVER4.
PERMIT REMOVAL WITHOUT DAMAGE TO THE SURFACE.
UNTIL THE CONCRETE HAS SUFFICIENTLY HARDENED TO
CONCRETE FORMWORK REMOVAL. DO NOT REMOVE FORMS 3.4
BETTER
REQUIREMENT OF ASTM C33. CLASS DESIGNATIONS 4M OR
AGGREGATE MUST MEET THE QUALITY AND GRADE 3.3
DUE TO CONSTRUCTION ACTIVITY.
REPAIR ANY DAMAGE TO THE CONCRETE FINISH THAT OCCURS 3.2
CLASS C FINISH.
CLASS A FINISH. ALL OTHER SURFACES SHALL RECEIVE A
ALL WET SURFACES INSIDE THE FISH LADDER, SHALL RECEIVE A 3.1
CONCRETE FINISHING3.
SPECIFICATIONS.
WILL HAVE NEW CONCRETE PLACED AGAINST THEM AS PER THE
PREPARE ALL NEW AND EXISTING CONCRETE SURFACES THAT 2.4
OF CONCRETE U.N.O.
PROVIDE 3/4" CHAMFER ON ALL EXPOSED EDGES AND CORNERS 2.3
COMPRESSIVE STRENGTH OF 4500 PSI BEFORE WATER-UP.
MIXES EXPOSED TO FULL FOREBAY PRESSURE MUST REACH A 2.2
4500 PSI.
) SHALL BE
c
STRENGTH FOR THIS CAST-IN-PLACE CONCRETE (f'
MIX 1 - CAST-IN-PLACE CONCRETE. THE 28 DAY COMPRESSIVE
DESIGN IS:
ACCORDING TO SECTION 03 IN THE SPECIFICATIONS. THE MIX
THE CONTRACTOR SHALL DEVELOP AND SUBMIT THE MIX
THERE IS ONE CONCRETE MIX REQUIRED FOR THIS CONTRACT. 2.1
CONCRETE2.
INSTALLED BY THE CONTRACTOR.
1.3 GFE DENOTES GOVERNMENT FURNISHED EQUIPMENT, TO BE
OTHERWISE ON DRAWINGS.
THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED 1.2
FOR THE FY2019 FISH ACCORDS LAMPREY PASSAGE PRODUCT.
LADDER MODIFICATIONS FOUND ON THE "S" SERIES DRAWINGS
FEATURES OF THE BONNEVILLE WASHINGTON SHORE FISH
THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL 1.1
SCOPE1.
MAGNETIC ALLOY.
MODIFICATIONS AND WATER STOP" ON SD103 MUST BE OF A NON-
ALL METALS WITHIN THE REGION SHOWN AS "2007 INVERT 9.5
WEATHER PROTECTION DURING CURING.
MANUFACTURER'S REQUIREMENTS FOR COLD-WEATHER AND HOT-
EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH
PROTECT FRESHLY PLACED GROUT FROM PREMATURE DRYING AND 9.4
PRESSURE INJECTION UNDER CONTROLLED VENTING.
HOUR HAS ELAPSED AFTER INITIAL MIXING. FILL BLIND CAVITIES BY
NOT USE GROUT WHICH HAS BEGUN TO SET OR IF MORE THAN ONE
WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. DO
PLACE GROUT IN ACCORDANCE WITH THE MANUFACTURER'S 9.3
PLACEMENT.
ENSURE BASE PLATES HAVE 100% BEARING ON GROUT AFTER 9.2
COMPRESSIVE STRENGTH OF 5000 PSI.
PROVIDE NON SHRINK, NON METALLIC TYPE GROUT WITH 9.1
MISCELLANEOUS9.
EAST-WEST IN THIS GRID.
THE CENTERLINE OF THE FISHWAY EXIT CONTROL SECTION IS DUE
CONSTRUCTION NORTH ORIENTED ON A BEARING OF N42°40'45"E.
ALL SECTION AND DETAIL TITLES WITH A DIRECTION USE A 8.2
VERTICAL DATUM OF NGVD 29.
ALL ELEVATIONS ARE EXPRESSED IN THE ORIGINAL PROJECT 8.1
DATUM AND ORIENTATION8.
MUST MEET ASTM F436 (GALVANIZED).
MEET ASTM A563, GRADE DH, HEX STYLE (GALVANIZED). WASHERS
REQUIREMENTS AND MUST BE GALVANIZED. ANCHOR NUTS MUST
(CONCRETE ANCHORS) MUST MEET ASTM F1554, GRADE 36
7.3 ALL EMBEDDED (CAST-IN-PLACE) STEEL THREADED ANCHOR RODS
WRITTEN RECOMMENDATIONS.
INSTALL CONCRETE ANCHORS PER MANUFACTURERS PUBLISHED 7.2
THE DRAWINGS.
7.1 PROVIDE CONCRETE ANCHORS OF THE SIZE AND TYPE INDICATED IN
EMBEDDED METALS7.
A
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Y C
O R
P S
O F
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IN
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P O
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L A
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S-001
:1
L A
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D A
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1071398210711
87112678710
688953689
547042548
415432417
263420266
222817225
182314184
131712133
OTHER BARSTOP BARSOTHER BARSTOP BARS
LAP SPLICE (IN)DEVELOPMENT LENGTH (IN)
BAR SIZE
STEEL REINFORCEMENT IN 3 KSI CONCRETE (EXISTING WALLS/INVERT)
87113678711
7192557110
567343569
445734448
344426347
212817216
182314185
141912144
121412123
OTHER BARSTOP BARSOTHER BARSTOP BARS
LAP SPLICE (IN)DEVELOPMENT LENGTH (IN)
BAR SIZE
STEEL REINFORCEMENT IN 4.5 KSI CONCRETE (NEW BAFFLES/INVERT)
SPL.
STAG.
7'-6" 1'-6"
L
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
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B
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D R
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N B
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C H
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L A
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D
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S-002
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S W
A S
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IN
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G N
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N E
R A
L A
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A N
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M E
N T
NORTH
W
ALL
O
F
FI
SH
LADDER
APP
ROACH
POOL
VI
EW
IN
G
BUI
LDI
NG
BAFFLE 9B
NEW
BAFFLE 8B
NEW
BAFFLE 7B
NEW
BAFFLE 6B
NEW
BAFFLE 5B
NEW
BAFFLE 4B
NEW
BAFFLE 3B
NEW
BAFFLE 2B
NEW
BAFFLE 1B
NEW
W
ATE
R
FL
OW
STRUCTURE
NEW FLOW VANE
NOTES:
NEW BAFFLE 9A
NEW BAFFLE 8A
NEW BAFFLE 7A
NEW BAFFLE 6A
NEW BAFFLE 5A
NEW BAFFLE 4A
NEW BAFFLE 2A
NEW BAFFLE 3A
NEW BAFFLE 1A
STRUCTURES
FLOW VANES
W
ALKW
AY
(T
YP)
NEW
A
CCES
S
BAFFLE SLOT PIT ANTENNA (GFE, TYP)
EXIT GATE
PANELS
(T
YP)
NEW
T
RANSCEI
VER
PARAPET
PANELS
NEW LARGE ORIFICE ANTENNA (GFE, TYP)
CONTAINMENT WALL
NEW CONCRETE FILL
NEW CONCRETE FILL
NEW WALL
FOR
PANELS
A
ND
CONDUI
T
SEE
ELE
CTRI
CAL D
RAW
IN
GS
SERVI
CE
SUPP
ORT
NEW
E
LE
CTRI
CAL
NEW POOL #10
NEW POOL #9
NEW POOL #7
NEW POOL #5
NEW POOL #6
NEW POOL #4
NEW POOL #3
NEW POOL #2
NEW POOL #1
NEW
G
UARDRAI
LS
AND SPECIFICATIONS.
4. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
3. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS
2. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
OTHERWISE. NEW OR MODIFIED ITEMS ARE SHOWN IN RED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
NEW CONCRETE FILL (TYP)
NEW CONCRETE FILL (TYP)
NEW
C
ONCRETE
F
IL
L (
TYP)
NEW NOSING
ISOMETRIC LOOKING NORTHEAST THRU FISH LADDER CONTROL SECTION BAFFLE ARRANGEMENT
L
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B Y
P L
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S C
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E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
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IN
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N E
R A
L A
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A N
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M E
N T
POOL #3
NEW
APPROACH POOL
WATER FLOW
NEW CONCRETE FILL
NOTES:
OTHERWISE. NEW OR MODIFIED ITEMS ARE SHOWN IN RED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
POOL #2
NEW
EXIST MAKE-UP WATER CHANNEL
LAMPREY PASSAGE SYSTEM
DIFFUSER #1
BLEED-OFF
DIFFUSER #2
BLEED-OFF
DIFFUSER #3
BLEED-OFF
DIFFUSER #4
BLEED-OFF
DIFFUSER #5
BLEED-OFF
DIFFUSER #1
ADD-IN
NEW BAFFLE 9B
NEW BAFFLE 8B
NEW BAFFLE 7B
NEW BAFFLE 6B
NEW BAFFLE 5B
NEW BAFFLE 4B
NEW BAFFLE 3B
NEW BAFFLE 2B
NEW BAFFLE 1B
STRUCTURE
FLOW VANES
EXIST ROADWAY PAVEMENT
IS
O
M E
T R
IC
L
O O
K
IN
G S
O U
T H
E A
S T
ROADWAY BRIDGE
EXIT GATE
MIGRATION PLATE
NEW LAMPREY
ANTENNA (GFE, TYP)
NEW SMALL ORIFICE
WALKWAY (TYP)
NEW ACCESS
NEW LAMPREY REFUGE BOX (TYP)
SERVICE SUPPORT
NEW ELECTRICAL
NEW FLOW VANE STRUCTURE
NEW WALL COUNT STATION
AND CONDUIT THIS VICINITY
ELECTRICAL SERVICE PANELS
SEE ELECTRICAL SHEETS FOR
ACCESS WALKWAY (TYP)
NEW PIT ANTENNA
B A
F F
L E
A
N
W
B A
F F
L E
B A
F F
L E
A
N E
W
B A
F F
L E
A
N E
W
B A
F F
L E
A
N E
W
B A
F F
L E
A
N E
W
B A
F F
L E
A
N E
W
B A
F F
N E
W
B A
F F
L E
A
N E
W
MIGRATION PLATE
NEW LAMPREY
ADD-IN DIFFUSER #2
REFUGE BOX (TYP)
NEW LAMPREY
NEW POOL #4
NEW POOL #5
NEW POOL #10
NEW POOL #9
NEW POOL #8
NEW POOL #7
NEW POOL #6
NEW GUARDRAILS
NEW POOL #1
STAIRS
NEW ACCESS
NEW CONCRETE FILL (TYP)
NEW CONCRETE FILL (TYP)
NEW WALL NOSING
WEATHERSHIELD
NEW TYPE 3
ISOMETRIC LOOKING SOUTHEAST THRU FISH LADDER CONTROL SECTION BAFFLE ARRANGEMENT
L
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P L
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C O
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N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
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
IC
T T
H E
W D
H
A N
S O
N P
.E
J.
M
C M
A H
O N
J O
E L
W P
R U
S I, P .E
M .D
H
A N
S O
N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SD101
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
K E
Y P
L A
N
SEE SHEET SD103 FOR ENLARGED PLAN
FISH LADDER EXIT CONTROL SECTION BAFFLES No.2 THRU No.13
SEE SHEET SD104 FOR ENLARGED PLAN
FISH LADDER EXIT CONTROL SECTION BAFFLES No.14 THRU No.18
TYP (12) PLACES.
REMOVE LAMPREY REFUGE BOXES.
SEE SHEET SD102 FOR ENLARGED PLAN
FISH LADDER EXIT CONTROL SECTION APPROACH POOL
NOTES:
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
B A
F F
L E
BAFFLES. (TYP)
REMOVE
#18
BAFFLE
SYSTEM (TYP)
LAMPREY PASSAGE
STRUCTURE
FLOW VANES
STRUCTURES
AND CONCRETE
REMOVE FLOW VANE
BLEED-OFF DIFF No.2BLEED-OFF DIFF No.3BLEED-OFF DIFF No.5ADD-IN DIFF No.1
DIFF No.2
ADD-IN
DIFF No.1
BLEED-OFFMAKE-UP WATER CHANNEL
E X
IT
C
H A N
N E L
EXIT GATE
TAINTER GATE
BULKHEAD
MAKE UP WATER
DIFF No.4
BLEED-OFF
BARRIER PANELS ONLY
REMOVE (2) FISH
R E
F
R E
F
REF
105'-5 3/4 "
REF
12'-0"
REF
85'-1 5/8 "
1'-6" REF
REF
7'-11 5/8 "
REF
93'-5 3/4 "
WATER FLOW
#13
BAFFLE
#11
BAFFLE
#9
BAFFLE
#15
BAFFLE
#17
BAFFLE
#14
BAFFLE
#16
BAFFLE#12
BAFFLE
BAFFLE #10BAFFLE #8BAFFLE #6
#2
BAFFLE
BAFFLE #4
BAFFLE #3 BAFFLE #5
BAFFLE #7
5' 0 5' 10'
"= 1'-0"8
1SCALE: SCALE: 1/8" = 1'-0"
SD302
C
SD302
DEMOLITION KEY PLAN-FISH LADDER CONTROL SECTION
SD301
B
SD301
A
SD102
SD103
SD104
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
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C H
E C
K E
D B
Y
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A N
S I
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A D
V E
R T
IS
E
B D
F .1
S
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
IC
T T
H E
W D
H
A N
S O
N P
.E
J.
M
C M
A H
O N
J O
E L
W P
R U
S I, P .E
M .D
H
A N
S O
N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SD102
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A N
A T
A P
P R
O A
C H
P O
O L
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
REFUGE BOXES, TYP.
REMOVE LAMPREY
DWG BDF-2-15/147
SEE INFORMATIONAL
(3) PLACES
REMOVE FLOW VANES
DWG BDF-2-15/147
SEE INFORMATIONAL
(3) PLACES
REMOVE FLOW VANES
23'-0" 9'-6"
1'-0"
/2
5' -0
1'-0"
BDF-2-15/121
INFORMATIONAL DWG
CHANNEL INVERT. SEE
FLUSH WITH LADDER
REMOVE BAFFLE No.2.
BDF-2-15/121
INFORMATIONAL DWG
CHANNEL INVERT. SEE
FLUSH WITH LADDER
CONCRETE FLOW GUIDE
REMOVE MASS
APEX EL 71.50' (REF)
TOC EL 69.00'
BDF-2-15/147
SEE INFORMATIONAL DWG
LADDER CHANNEL INVERT.
GUIDE WALL FLUSH WITH
REMOVE CONCRETE
STRUCTURE
FLOW VANES
LAMPREY PASSAGE SYSTEM
ADD-IN DIFFUSER No.2
MAKE-UP WATER CHANNEL
IS NOT SHOWN FOR CLARITY
BACKWASH TAINER GATE
BDF-2-15/147
INFORMATIONAL DWG
CHANNEL INVERT SEE
FLUSH WITH LADDER
CONCRETE WEIR
REMOVE EXIST
TOC EL 69.00'
BDF-2-15/158
INFORMATIONAL DWG
PANELS ONLY. SEE
FISH BARRIER
REMOVE THESE (2)
WINDOW STA 0+00
COUNTING ROOM
BDF-2-15/244
DWG BDF-2-15/237 AND
WALL SEE INFORMATIONAL
VIEWING BLDG
BDF-2-15-244.1
BDF-2-15/244, AND
DWG BDF-2-15/238,
SEE INFORMATIONAL
BLDG PARAPET
4.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
NOTES:
TOC EL 69.50'
INVERT EL 63.00'
APPROACH POOL
SEE INFORMATIONAL DWG BDF-2-15/121
WATER FLOW
12"0 5'
"= 1'-0"4
1SCALE: SCALE: 1/4" = 1'-0"
45°
SD101
ENLARGED DEMOLITION PLAN - LADDER CONTROL SECTION APPROACH POOL
SD501
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
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P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
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
IC
T T
H E
W D
H
A N
S O
N P
.E
J.
M
C M
A H
O N
J O
E L
W P
R U
S I, P .E
M .D
.H A
N S
O N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SD103
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A N
A T
B A
F F
L E
S N
O .2
T H
R U
N O
.1
NOTES:
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
BDF-2-15/244
DWG BDF-2-15/237 AND
SEE INFORMATIONAL
VIEWING BLDG WALL
BDF-2-15/121
INFORMATIONAL DWG
CHANNEL INVERT. SEE
FLUSH WITH LADDER
No.2, No.3, No.4, AND No.13
REMOVE EXIST BAFFLES
MAKE-UP WATER CHANNEL
ADD-IN DIFFUSER No.1 BLEED-OFF DIFFUSER No.5 BLEED-OFF DIFFUSER No.4 BLEED-OFF DIFFUSER No.3 BLEED-OFF DIFFUSER No.2 BLEED-OFF DIFFUSER No.1 DIFFUSER No.2
ADD-IN
B A
F F
L E
B A
F F
L E
2004 INSTALL DWGS.
INFORMATIONAL DWG BDF-0-43/1 FOR
SOUTH FISH LADDER WALL. SEE
WALKWAY, STAIRS, AND LANDING AT
REMOVE EXIST PIT ANTENNA ACCESS
TO REMAIN (TYP)
LAMPREY PASSAGE SYSTEM
INSTALLATION DWGS.
BDF-0-43/1 FOR 2004 FOR
SEE INFORMATIONAL DWG
WALKWAYS. TYP (4) PLACES.
REMOVE EXIST PIT ANTENNA
B A
F F
L E
B A
F F
L E
B A
F F
L E
B A
F F
L E
B A
F F
L E
B A
F F
L E
FOR 2004 INSTALL DWGS
INFORMATIONAL DWG BDF-0-43/1
AND WATER STOP. SEE
2007 INVERT MODIFICATIONS
INSTALLED
OVERHEAD SUPPORT IS
AFTER REPLACEMENT
SUPPORT STRUCTURE
REMOVE EXIST CONDUIT
INVERT EL 63.00'
LADDER CHANNEL
SEE INFORMATIONAL DWGS BDF-2-15/123 AND BDF-0-43/1
T O
C E
L
.5
T O
C E
L
.5
T O
C E
L
.5
T O
C E
L
.5
T O
C E
L
.5
T O
C E
L
.6
T O
C E
L
.0
T O
C E
L
.0
T O
C E
L
.5
T O
C E
L
.5
T O
C E
L
.0
TOC EL 72.00'
BAFFLE No.6
TOC EL 74.50' TOC EL 74.50'
TOC EL 73.00'
BAFFLE No.8
TOC EL 74.00'
BAFFLE No.10
TOC EL 76.00'
TOC EL 74.50'
BAFFLE No.12
TOC EL 76.00'
T O
C E
L
.6
INVERT EL 63.00'
LADDER CHANNEL
E X
IS
T
E X
P A
N S
IO
N
J N
T
T .O
.G R
A T
IN
G
E L
.5
T.O.GRATING EL 74.00'
T .O
.G R
A T
IN
G
E L
.5
T .O
.G R
A T
IN
G
E L
.0
T .O
.G R
A T
IN
G
E L
.0
T.O.GRATING EL 75.50'
EL 84.00'
LANDING
TOC EL 84.00'
WATER FLOW
INSTALLATION DWGS.
DWG BDF-0-43/1 FOR 2004 FOR
INVERT. SEE INFORMATIONAL
FLUSH WITH LADDER CHANNEL
BAFFLES NO.5 THRU No.12
REMOVE EXIST PIT ANTENNA
BDF-2-15-244.1
BDF-2-15/244, AND
DWG BDF-2-15/238,
SEE INFORMATIONAL
BLDG PARAPET
REFUGE BOXES
LAMPREY
REMOVE EXIST
ANTENNA. SEE DETAIL.
NORTH FISH ORIFICE PIT
INVERT DEMOLITION FOR
SEE DETAIL.
PIT ANTENNA BAFFLES.
INVERT DEMOLITION FOR
12"0 5'
"= 1'-0"4
1SCALE:
SCALE: 1/4" = 1'-0"SD101
ENLARGED DEMOLITION PLAN - LADDER CONTROL SECTION BAFFLES No.2 THRU No.13
SD502
SD502
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
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
IC
T T
H E
W D
H
A N
S O
N P
.E
J.
M
C M
A H
O N
J O
E L
W P
R U
S I, P .E
M .D
.H A
N S
O N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SD104
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A N
A T
B A
F F
L E
S N
O .1
T
H R
U E
X
IT
G A
T E
NOTES:
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
MAKE-UP WATER CHANNEL
B A
F F
L E
B A
F F
L E
B A
F F
L E
B A
F F
L E
DWG BDF-2-15/133.
INVERT. SEE INFORMATIONAL
WITH LADDER CHANNEL
No.14 THRU No.18. FLUSH
REMOVE EXIST BAFFLES
DIFFUSER No.1
BLEED-OFF
WATER BULKHEAD
MAKE UP
TAINTER GATE
E X
IT
C
H A N
N E L
TRASH RACK
PASSAGE SYSTEM
LAMPREY
EXIT GATE
REFUGE BOXES.
LAMPREY
REMOVE EXIST
S T
A
.3
R E
F
S T
A
.3
R E
F
R
E F
R
E F
T O
C E
L
.0
T O
C E
L
.0
T O
C E
L
.0
T O
C E
L
.0
TOC EL 83.00'
INVERT EL 63.00'
LADDER CHANNEL
WATER FLOW
12"0 5'
"= 1'-0"4
1SCALE:
SCALE: 1/4" = 1'-0"
SD101
ENLARGED PLAN - LADDER CONTROL SECTION BAFFLE No.14 THRU EXIT GATE
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
NOTES:
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
/6
R E
F
LAMPREY PASSAGE SYSTEM
EL 63.00'
EL 84.00'
EL 90.00'
EL 63.00'
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
A D
D -I
N
D
IF
F U
S E
R
A D
D -I
N
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
B A
F F
L E
R
E F
R E
F
R E
F
B A
F F
L E
R
E F
STRUCTURE
FLOW VANES
BDF2-15/123, AND BDF-2-15/125.
DWGS BDF-2-15/121,
INVERT SEE INFORMATIONAL
WITH LADDER CHANNEL
No.2 THRU No.16. FLUSH
REMOVE BAFFLES
R E
F
R E
F
R E
F
R E
F
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 T
H E
W D
H
A N
S O
N P
.E
/0
/2
J.
M
C M
A H
O N
J O
E L
W P
R U
S I, P .E
M .D
.H A
N S
O N
S E
C T
IO
N
S
S H
E E
T N
O .1
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SD301
:1
A D
V E
R T
IS
E
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
B D
F .1
S
D X
X X
.d g n
A N
S I
D
WATER FLOW
WATER FLOW
REF
VIEWING BUILDING
BUILDING PARAPET
VIEWING
WINDOWS TYP (6) PLACES
VIEWING BUILDING
REF
8'-0"
FISH LADDER CHANNEL
86'-7 1/4 " REF
R E
F
EL 63.00'
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
R
E F
B A
F F
L E
B A
F F
L E
R
E F
B A
F F
L E
/1
R E
F
B A
F F
L E
R
E F
W A
L L
R E
F
BYPASS LEADS
DWG BDF-2-15/125.
INVERT. SEE INFORMATIONAL
WITH LADDER CHANNEL
No.3 THRU No.17 FLUSH
REMOVE EXIST BAFFLES
FOUNDATION
BUILDING
VIEWING
REFUGE BOXES, TYP.
REMOVE LAMPREY
FOR PARTIAL REMOVAL
SEE SHEET SD102
FISH BARRIER
EL 74.00'
EL 75.50'
2004 INSTALL DWGS.
INFORMATIONAL DWG BDF-0-43/1 FOR
SOUTH FISH LADDER WALL. SEE
WALKWAY, STAIRS, AND LANDING AT
REMOVE PIT ANTENNA ACCESS
DWGS.
BDF-0-43/1 FOR 2004 INSTALL
SEE INFORMATIONAL DWG
WALKWAYS. TYP (4) PLACES.
REMOVE PIT ANTENNA,
SEE SHT SD102
REMOVE FLOW VANES
SEE SHT SD102
FLOW VANES.
REMOVE EXIST
5' 0 5' 10'
"= 1'-0"8
1SCALE: SD101
B
SCALE: 1/8" = 1'-0"
SECTION - LOOKING SOUTH THRU FISH LADDER CHANNEL
SD101
A
SCALE: 1/8" = 1'-0"
SECTION - LOOKING NORTH THRU FISH LADDER CHANNEL
SD501
NOTES:
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
A
R M
Y C
O R
P S
O F
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IN
E E
R S
P O
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L A
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N
P O
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L A
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D
IS
T R
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W D
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A N
S O
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/0
/2
J.
M
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A H
O N
J O
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W P
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S I, P .E
M .D
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N S
O N
S E
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IO
N
S
S H
E E
T N
O .2
C O
N T
R O
L S
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T
IO
N D
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O L
IT
IO
N
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
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IF
IC
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IO
N
S
SD302
:1
A D
V E
R T
IS
E
L A
M P
R E
Y P
A S
S A
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F Y
F
IS
H
A C
C O
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S W
A S
H
IN
G T
O N
S H
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IS
H
L A
D D
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W N
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N N
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L
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K A
N D
D A
M
B D
F .1
S
D X
X X
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A N
S I
D
REF
6'-6"
REF
6'-6"
9"
9"
R E
F
R E
F
V A
R
IE
S
FISH VIEWING BUILDING
FISH VIEWING BUILDING
WALKWAY TO REMAIN
WINDOW WASHING
WINDOW WASHING WALKWAY
PARAPET
PARAPET
EL 70.00'
EL 63.00'
REFUGE BOXES
REMOVE LAMPREY
6"
SCREEN PANELS ONLY
REMOVE THESE TWO FISH
R E
F
/1
12"0 5'
"= 1'-0"4
1SCALE:
SD101
C
SCALE: 1/4" = 1'-0"
SECTION - LOOKING EAST COUNTING STATION
SD101
D
SCALE: 1/4" = 1'-0"
SECTION - LOOKING EAST THRU VIEWING WINDOW
S O
L
IC
IT
A
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IO
N N
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F
IL
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A M
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D E
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D B
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D E
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D A
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S I Z
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
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C H
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K E
D B
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L
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N N
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F
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D E
S
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N E
D B
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D E
S C
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N M
A R
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D A
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S I Z
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
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C H
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A N
S I
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A D
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B D
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X X
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A
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P O
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O
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G O
N
P O
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L A
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D
IS
T R
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W D
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A N
S O
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J .W
P
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W P
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S I, P .E
M .D
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N S
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L A
D D
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C O
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IO
N M
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IF
IC
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IO
N
S
SD501
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
D E
T A
IL
O
F B
Y P
A S
S L
E A
D C
O N
T R
O L
S E
C T
IO
N
D E
M O
L
IT
IO
N
4.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
NOTES:
SEE INFORMATIONAL DWG BDF-2-15/121SCALE: 1" = 1'-0"
/8
V A
R
IE
S
3"
16'-2"
DEMOLISH TOP SURFACE 3" OR TO REBAR
FISH BARRIER PANELS TO BE REMOVED
FISH BARRIER PANELS TO BE REMOVED
SCALE: 1" = 1'-0"
E L
.0
E L
.0
12"
SCALE: 1"= 1'-0"
6" 0 1'
SLOPE
E L
V A
R
IE
S
EL 70.00'
EL 68.50'
EL 70.00'
SD102
ENLARGED DEMOLITION PLAN - BYPASS LEAD
SECTION LOOKING D/S
L
IC
IT
A
T
IO
N N
O
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S U
B M
IT
T
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B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
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/0
/2
A N
S I
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A D
V E
R T
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X X
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A
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P S
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IN
E E
R S
P O
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L A
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O
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G O
N
P O
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L A
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D
IS
T R
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W D
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S O
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P
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SD502
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
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W N
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N N
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L
E L
O C
K A
N D
D A
M
D E
T A
IL
O
F I
N V
E R
T
NOTES:
OF ALL MAGNETIC MATERIAL.
CHECK ALL AREAS WITH METAL DETECTOR TO VERIFY REMOVAL
REMOVE ALL MAGNETIC MATERIAL IN AREAS TO BE DEMOLISHED. 9.
DO NOT OVERCUT BEYOND LIMITS OF DEMOLITION8.
NEW PIT ANTENNA LOCATION.
CONTRACT TO REMOVE CARBON STEEL REINFORCEMENT NEAR
ADDITIONAL 4'-0" BEYOND ORIGINAL DEMOLITION IN PREVIOUS 7.
NEW CONCRETE.
BLOCKOUT FOR STRUT SO THAT NEW BAFFLE 5 IS ENTIRELY ON
THIS DEMOLITION EXTENDED 8" BEYOND ORIGINAL 6'-0" 6.
AFFECT NEW PIT TAG ANTENNAS.
STRUTS AND CARBON STEEL REINFORCEMENT WHICH WILL NOW
IN PLACE. INVERT DEMOLITION THIS CONTRACT IS TO REMOVE
PART OF THIS WORK, 3 CARBON STEEL PIPE STRUTS WERE LEFT
REMOVE CARBON STEEL AND REPLACE WITH SS/GFRP REBAR. AS
A PREVIOUS CONTRACT DEMOLISHED 12'×64' AREA IN INVERT TO 5.
SPECIFICATIONS.
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND 4.
SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS3.
SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.2.
OTHERWISE. FEATURES IN GREEN ARE TO BE REMOVED.
ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED 1.
C O
N T
R O
L S
E C
T
IO
N D
E M
O L
IT
IO
N
BDF-2-56/5, BDF-2-56/10
SEE INFORMATIONAL DWGS
INVERT EL 63.00'
LADDER CHANNEL
SCALE: 3/8" = 1'-0"
WATER FLOW
6'-0" - DEMO THIS CONTRACT
64'-0" - ORIGINAL FLOOR DEMOLITION FROM PREVIOUS CONTRACT
13'-1 9/16 " - CONCRETE TO REMAIN 10'-0" - CONCRETE TO REMAIN 6'-0" - DEMO THIS CONTRACT 9'-4" - CONCRETE TO REMAIN SEE NOTE 6
DEMO THIS CONTRACT
6'-8"
12'-10 7/16 " - CONCRETE TO REMAIN
SEE BDF-2-56/6
LOWER STRUT TO BE REMOVED (3 PLACES)
SEE NOTE 7
DEMO THIS CONTRACT
4'-0"
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
ELEVATION WITH GROUT
DEEPER THAN FINAL BLOCKOUT AND FILL TO FINAL
WITH WORKPOINT OF THAT BAFFLE. DEMOLISH TO 1"
BLOCKOUT FOR SLOT ANTENNA OF BAFFLE 6. LOCATE
SCALE: 1" = 1'-0"
12"
SCALE: 1"= 1'-0"
6" 0 1'
BDF-2-15/120, BDF-2-15/128, BDF-2-15/128.1
SEE INFORMATIONAL DWGS
(SHOWN FOR LOCATING DEMOLITION)
LOCATION OF BLOCKOUT IN FINAL CONSTRUCTION
> NEW LARGE ORIFICE
BAFFLE WP
CHANNEL
LADDER
2'-11"
4'-10"
SD103
DEMOLITION DETAIL - INVERT
SD103
DEMOLITION DETAIL - NORTH BLOCKOUT (4 PLCS)
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 E
S C
R
IP
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N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
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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
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S
U R
R A
T T
J O
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W P
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S I, P .E
L A
D D
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C O
N T
R O
L S
E C
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N M
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IF
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IO
N
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SG101
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
K E
Y P
L A
N
REF
VIEWING BUILDING
NOTES:
" THICK BITUMINOUS IMPREGNATED FIBER BOARD.2
5. EXPANSION JOINT MATERIAL SHALL BE
4. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND SPECIFICATIONS.
SHOWN IN RED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE. NEW FEATURES
G E
N E
R A
L A
R R
A N
G E
M E
N T
N E
W B
A F
F L
E
A
N E
W B
A F
F L
E
A
LAMPREY PASSAGE SYSTEM
POOL #1
NEW
POOL #2
NEW
POOL #3
NEW
POOL #4
NEW
POOL #5
NEW
POOL #6
NEW
POOL #8
NEW
POOL #7
NEW
E X
IT
C
H A
N N E L
MAKE-UP WATER CHANNEL
DIFFUSER CHAMBERS (TYP)
REF
15'-2 3/8 "
BULKHEAD
MAKE UP WATER
M A
T T
H E
W D
H
A N
S O
N
A .H
E N
IN
G
E R
WATER FLOW
STRUCTURE
FLOW VANES
15'-3"15'-5"15'-4"16'-0"16'-0"
REF
1'-6"
WP WP WP WP WP WP WP
WP
WP
C H
A N
N E
L
L A
D D
E R
O R
IF
IC
E
F
IS
H
L A
R G
E
N E
W B
A F
F L
E
A
O R
IF
IC
E
F
IS
H
L A
R G
E
BRIDGE
TAINTER GATE
EXIT GATE
PIT ANTENNA ACCESS WALKWAYS
NEW
NEW CONCRETE FILL
11'-4"10'-10"
B O
X
R E
F U
G E
L A
M P
R E
Y
COUNT STATION
SEE SHEET SG104 FOR ENLARGED PLAN
FISH LADDER CONTROL SECTION BAFFLES No.14 THRU No.18 MODIFICATIONS
SEE SHEET SG103 FOR ENLARGED PLAN
FISH LADDER CONTROL SECTION BAFFLES No.2 THRU No.13 MODIFICATIONS
SEE SHEET SG102 FOR ENLARGED PLAN
FISH LADDER CONTROL SECTION APPROACH POOL MODIFICATIONS
REF
105'-5 3/4 "
REF
12'-0"
FISH LADDER CHANNEL
85'-1 5/8 " REF
1'-6" REF
REF
7'-11 5/8 "
REF
93'-5 3/4 "
WINDOW STA 0+00
COUNTING ROOM>
BAFFLE 1B
NEW
BAFFLE 2B
NEW
BAFFLE 1A
NEW
BAFFLE 2A
NEW
BAFFLE 3A
NEW
BAFFLE 4A
NEW
BOX (TYP)
REFUGE
LAMPREY
NEW
VANE
NEW FLOW
BAFFLE 4B
NEW
BAFFLE 5B
NEW
BAFFLE 6B
NEW BAFFLE 7B
NEW
BAFFLE 9B
NEW
BAFFLE 5A
NEW BAFFLE 6A
NEW
BAFFLE 3B
NEW
16'-9"16'-6" > WP
BDF-2-15/123
SEE INFORMATIONAL SHT
EXPANSION JOINT>
GRATING ARE NOT SHOWN FOR CLARITY
PIT ANTENNA ACCESS WALKWAY FRAMING AND
42'-0" REF
BAFFLE 8B
NEW
POOL #10
NEW
POOL #9
NEW
5' 0 5' 10'
"= 1'-0"8
1SCALE:
(BELOW FLOOR)
NEW NOSING
NEW WALL
SG302
B
SG302
MODIFICATIONS KEY PLAN-FISH LADDER CONTROL SECTION
SG103
SG102
SG104
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
S
U R
R A
T T
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG102
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
A T
C O
U N
T
IN
G S
T A
T
IO
N T
O B
A F
F L
E
B E
N L
A R
G E
D P
L A
N
B A
F F
L E
A
N E
W
NEW BAFFLE 1B
M A
T T
H E
W D
H
A N
S O
N
A .H
E N
IN
G
E R
WATER FLOW
STRUCTURE
FLOW VANES
WP >
(2) PLCS
COUNT STATION
NEW POOL #1
4'-3"
16'-6"
C O
N T
IN
U
E D
O N
S H
T S
G
OTHERWISE. NEW FEATURES SHOWN IN RED.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
NOTES:
WINDOW STA 0+00
COUNTING ROOM
BDF-2-15/244
DWG BDF-2-15/237 AND
WALL SEE INFORMATIONAL
VIEWING BLDG
BDF-2-15-244.1
BDF-2-15/244, AND
DWG BDF-2-15/238,
SEE INFORMATIONAL
BLDG PARAPET
INVERT EL 63.00'
APPROACH POOL
MAKE-UP WATER CHANNEL
SEE INFORMATIONAL DWG BDF-2-15/121
EXIST WINDOW WASHING ACCESS WALKWAY NOT SHOWN FOR CLARITY
VIEWING ROOM
NOT SHOWN FOR CLARITY
BACKWASH TAINTER GATE
WALL. TOC EL 69.50'
FLOW GUIDE
2'-6"
5'-6"5'-6"
1'-0" REF
12'' 0 5'
SCALE: ¼''=1'-0''
9"
O R
IF
IC
E
F
IS
H
L A
R G
E
N E
W
C H
A N
N E
L
L A
D D
E R
No.2
DIFFUSER
ADD-IN
No.1
DIFFUSER
ADD-IN
(2) PLCS
SUPPORT STRUCTURE
NEW ELECTRICAL CONDUIT
REFUGE BOX (TYP)
NEW LAMPREY
NEW MODS
VANE
NEW FLOW
VANE
NEW FLOW
LAMPREY PASSAGE SYSTEM
5'-0"
TOC EL 70.00'
NEW CONCRETE FILL
/2
1'-0"
SG302
B
SG302
A
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - LADDER CONTROL SECTION AT COUNTING STATION TO BAFFLE No.1B MODIFICATIONS
SG521
SG520
SG703
SG503
SG502
SG101
SG519
SG703
SG515
SG520
SG705
SG511
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
S
U R
R A
T T
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG103
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
A T
B A
F F
L E
S
A T
O
B
NOTES:
OTHERWISE. NEW FEATURES SHOWN IN RED.
ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED1.
E N
L A
R G
E D
P L
A N
NEW POOL #2 NEW POOL #3 NEW POOL #4 NEW POOL #5 NEW POOL #6
MAKE-UP WATER CHANNEL
M A
T T
H E
W D
H
A N
S O
N
A .H
E N
IN
G
E R
> > > > >WP WP WP WP WP
15'-5"15'-4"16'-0"16'-0"16'-9" TO WP OF BAFFLE PAIR No.1
C O
N T
IN
U
E O
N S
H T
S G
C O
N T
IN
U
E
H
T S
G
LAMPREY PASSAGE SYSTEM
DIFFUSER No.1
BLEED-OFF
BLEED-OFF DIFFUSER No.2BLEED-OFF DIFFUSER No.3BLEED-OFF DIFFUSER No.4BLEED-OFF DIFFUSER No.5ADD-IN DIFFUSER No.1
SEE INFORMATIONAL DWGS BDF-2-15/123 AND BDF-0-43/1
PIT ANTENNA AND SOUTH WALL ACCESS WALKWAYS ARE NOT SHOWN FOR CLARITY
O R
IF
IC
E
F
IS
H
L A
R G
E
N E
W
C H
A N
N E
L
L A
D D
E R
B O
X
R E
F U
G E
L A
M P
R E
Y
N E
W
(4) PLCS
POOL #7
NEW
° 1
7'-2 1/2 "7'-2 1/2 " 7'-1 1/2 "
(3) PLCS
7'-6" 7'-6"
NEW BAFFLE 4BNEW BAFFLE 3BNEW BAFFLE 2B NEW BAFFLE 5B NEW BAFFLE 6B
FOR 2007 INSTALL DWGS
INFORMATIONAL DWG BDF-0-43/1
AND WATER STOP. SEE
2007 INVERT MODIFICATIONS
WATER FLOW
NEW BAFFLE 4A
NEW BAFFLE 3A
NEW BAFFLE 2A
(TYP OF 3)
REFUGE BOX
NEW LAMPREY
NEW BAFFLE 5A
NEW BAFFLE 6A
12"0 5'
"= 1'-0"4
1SCALE:
SG302
A
SG302
B
(4) PLCS
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - LADDER CONTROL SECTION BAFFLES No. 2A THRU No. 6B
SG502
SG504
SG507
SG519
SG101
SG706
SG504
SG504
SG521
SG706
SG706
SG706
SG706
SG706
NEW POOL #4 NEW POOL #5 NEW POOL #6
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
S
U R
R A
T T
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG104
:1
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W
N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
NOTES:
NEW FEATURES SHOWN IN RED. OTHERWISE.
ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED1.
E N
L A
R G
E D
P L
A N
NEW BAFFLE 7B
PASSAGE SYSTEM
LAMPREY
NEW POOL #8 NEW POOL #10
POOL #7
E X
IT
C
H A
N N E L
NEW POOL #9
BULKHEAD
MAKE UP WATER
M A
T T
H E
W D
H
A N
S O
N
A .H
E N
IN
G
E R
C H
A N
N E
L
L A
D D
E R
O R
IF
IC
E
F
IS
H
L A
R G
E
N E
W
EXIST BRIDGE
TAINTER GATE
EXIT GATE
WATER FLOW
DIFFUSER No.1
BLEED-OFF
TRASH RACK
S T
A
.3
R E
F
10'-8 3/16 " 4'-6 3/16 "
9" REF
B O
X
R E
F U
G E
L A
M P
R E
Y
N E
W
15'-3" TO WP OF BAFFLE PAIR No.6 10'-10" 11'-4" 15'-2 3/8 " 1'-6"
>WP >WP>WP
C O
N T
IN
U
E
H
T S
G
4'-11" 5'-2"
INVERT EL 63.00'
LADDER CHANNEL
4'-11" 5'-2"
° 1
5'-2 5/8 "5'-2 5/8 "
C H
A N
N E
L
L A
D D
E R
A T
B A
F F
L E
S
A T
O E
X
IT
G A
T E
NEW BAFFLE 8B
NEW BAFFLE 9B
NEW BAFFLE 7A
NEW BAFFLE 8A NEW BAFFLE 9A
12"0 5'
"= 1'-0"4
1SCALE:
(BELOW FLOOR)
NEW NOSING
SG302
B
SG302
A
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - LADDER CONTROL SECTION BAFFLE No. 7A THRU 9B
SG505
SG505 SG505
6SIM SIM
SG521
TYP
SG101
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
T T
H E
W D
H
A N
S O
N P
.E
T S
U R
R A
T T
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG302
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
NOTES:
FOREBAY ELEVATION OF 77.0'
WATER SURFACES SHOWN ARE FOR THE MAXIMUM 5.
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES 4.
NEW FEATURES SHOWN IN RED.OTHERWISE.
ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED 1.
S E
C T
IO
N
S
S H
E E
T N
O .1
N E
W B
A F
F L
E
A
R
E F
N E
W B
A F
F L
E
A
R
E F
N E
W B
A F
F L
E
A
R
E F
N E
W B
A F
F L
E
A
R
E F
N E
W B
A F
F L
E
A
R
E F
N E
W B
A F
F L
E
A
R
E F
LAMPREY PASSAGE SYSTEM
EL 84.00'
EL 90.00'
EL 63.00'
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
A D
D -I
N
D
IF
F U
S E
R
A D
D -I
N
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
D
IF
F U
S E
R
B L
E E
D -O
F F
N E
W B
A F
F L
E
A
R
E F
R E
F
R E
F
N E
W B
A F
F L
E
A
R
E F
STRUCTURE
FLOW VANES
A
H E
N
IN
G E
R
G E
N E
R A
L A
R R
A N
G E
M E
N T
WATER FLOW
N E
W B
A F
F L
E
A
R
E F
NEW POOL #9
11'-4"
NEW POOL #8
10'-11"
NEW POOL #7
15'-3"
NEW POOL #6
15'-5"
NEW POOL #5
15'-4"
NEW POOL #4
16'-0"
NEW POOL #3
16'-0"
NEW POOL #2
16'-9"
REF
51'-6"
EL 90.00'
WP WP WP WP WP WP WP WP WP
R E
F
EL 63.00'
REF
11'-4 3/16 "
REF
1'-0"
R E
F
EL 90.00'
EL 84.00'
R E
F
R E
F
EL 77.46'
T.O. NEW GRATING
EL 73.96'
T.O. NEW GRATING NEW HANDRAIL
R E
F
R E
F
REF
VIEWING BUILDING
FOUNDATION
VIEWING BUILDING
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
(6) PLACES
WINDOW TYP
VIEWING BUILDING
EL 63.00'
REF
7'-11 5/8 "
FISH LADDER CHANNEL
86'-7 5/8 " REF
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
EL 93.50'
WATER FLOW
NEW POOL #5
15'-4"
NEW POOL #4
16'-0"
NEW POOL #3
16'-0"
NEW POOL #2
16'-9"
NEW POOL #1
16'-6"
> > > > > > > >> WP WP WP WP WP WP WP WP WP
N E
W B
A F
F L
E
B
N E
W B
A F
F L
E
B
R E
F
EL 59.75'
R E
F
ACCESS WALKWAY
WINDOW WASHING
STATION
COUNT
NEW POOL #6
15'-5"
NEW POOL #7
15'-3"
NEW POOL #8
10'-10"
NEW POOL #9
11'-4"
NEW POOL #10
15'-2 3/8"
NEW FLOW VANE
5' 0 5' 10'
"= 1'-0"8
1SCALE:
N E
W N
O S
IN
G
R
E F
NEW ELECTRICAL SERVICE SUPPORT
NEW CHAMFER
5.668.61
6.269.22
7.070.03
7.970.94
8.771.75
9.972.96
10.873.87
11.774.78
12.775.79
13.576.510
DEPTH (FT)WS EL (FT)POOL
MAX WATER SURFACE ELEVATIONS (SEE NOTE 5)
SG101
B
SCALE: 1/8" = 1'-0"
SECTION - LOOKING SOUTH THRU FISH LADDER CHANNEL
SG101
A
SCALE: 1/8" = 1'-0"
SECTION - LOOKING NORTH THRU FISH LADDER CHANNEL
SG520
SG703
SG521
11 TYP
SG521
SG510
TYP
SG524
SG519
SG519
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
J.
C M
A H
O N
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG502
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
NOTES:
5. SEE SHEET SG701 FOR REINFORCEMENT
NEW FEATURES SHOWN IN RED. OTHERWISE.
1. ALL FEATURES SHOWN ARE EXISTING UNLESS INDICATED
N E
W B
A F
F L
E P
A
IR
N O
.1
EL 63.00' TOC
A
H E
N
IN
G E
R
O P
N G
/2
OPNG
1'-4"
5'-8"1'-0"
2'-10"
OPNG
1'-6"
O P
N G
V A
R
IE
S V
A R
IE
S
REF
1'-0"
REF
2'-6"
REF
2'-0"
NEW SMALL ORIFICE ORIFICE
LARGE
NEW
EL 84.00
D
IF
F U
S E
R C
H A
M B
E R
M A
K E
-U P
W A
T E
R C
H A
N N
E L
P L
A N
E
L E
V A
T
IO
N A
N D
D E
T A
IL
S
M A
T T
H E
W D
H
A N
S O
N P
.E
EL 72.00' TOCNEW BAFFLE 1A NEW BAFFLE 1B
STAIRS TO SOUTH WALKWAY NOT SHOWN FOR CLARITY
NEW BAFFLE 1A NEW BAFFLE 1B
NEW POOL #1
POOL #2
C H
A M
B E
R
D
IF
F U
S E
R
C H
A M
B E
R
D
IF
F U
S E
R
M A
K E
-U P
W A
T E
R C
H A
N N
E L
ORIFICE
NORTH
NEW
REFUGE BOX (TYP)
NEW LAMPREY
W A
T E
R F
L O
W
FISH LADDER
BAFFLE WP &>
V
IE
W
IN
G B
U
IL
D
IN
G
1'-10"1'-10 1/2 "9'-0 1/2 "
12'-9" 1'-0"
REF
5'-10 29/32 " 1'-0" 5'-8"
3'-7"2'-1"
R
REF
1'-0"
REF
2'-6"
REF
2'-0"
REF
18'-3"
REF
13'-9"
8'-6 15/16 " 3'-7"
REF
2'-0"
FISH LADDER
BAFFLE WP &>
1'-0"
B A F F
LE
S
LO
T
1' -7 5/
1' -0
1'-7 15/16 "
(T
Y P
R
W P
1' -0
135°
WP
WP
W A
T E
R F
L O
W
REF
2'-0"
REF
27'-6"
V
IE
W
IN
G B
U
IL
D
IN
G V
IE
W
IN
G
W
IN
D O
W
CONDUIT SUPPORT BEAM
NEW ELECTRICAL
ACCESS
WASHING
WINDOW
REF
3'-0"
REF
1'-7 1/16 "
R E F
1'-2 15/16 "
R E
F
/1
R E
F
/1
SUPPORT BEAM
ELECTRICAL CONDUIT
1'-7 1/16 "
NEW STAIRS TO SOUTH WALKWAY NOT SHOWN FOR CLARITY
NEW ELECTRICAL CONDUIT SUPPORT BEAM NOT SHOWN FOR CLARITY
SG103
SG102
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'-
A
SCALE: 3/8" = 1'-0"
ELEVATION LOOKING DOWNSTREAM AT BAFFLE No.1
SCALE: 3/8" = 1'-0"
ENLARGED PLAN - FISH LADDER BAFFLE No.1
SCALE: 1 1/2" = 1'-0"
DETAIL - BAFFLE No.1 SLOT
SG509
SG509
A
SG503
SG519
SG519
SG519
SG519
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 E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G
N U
M B
E R of Engineers
US Army Corps
P L
O T
D A
T E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/0
/2
A N
S I
D
A D
V E
R T
IS
E
B D
F .1
S
G 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
S
U R
R A
T T
J O
E L
W P
R U
S I, P .E
L A
D D
E R
C O
N T
R O
L S
E C
T
IO
N M
O D
IF
IC
A T
IO
N
S
SG503
:1
L A
M P
R E
Y P
A S
S A
G E
F Y
F
IS
H
A C
C O
R D
S W
A S
H
IN
G T
O N
S H
O R
E F
IS
H
L A
D D
E R
W N
R
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A N
E
L E
V A
T
IO
N S
S
E C
T
IO
N S
A
N D
D E
T A
IL
S
NEW FEATURES SHOWN IN RED. OTHERWISE.
1. ALL FEATURES SHOWN ARE NEW UNLESS INDICATED
N E
W E
L E
C T
R
IC
A L
C O
N D
U
IT
S U
P P
O R
T
M A
T T
H E
W D
H
A N
S O
N P
.E
M .D
.H A
N S
O N
NOTES:
SG502
SG102
(TYP)
PLATE
1/4" THK
W10 x 19
W x
W10 x 19
W10 x 19
W10 x 19
(TYP)
R E
F
/4
REF
4"
R E
F
/8
R E
F
/8
REF
4 1/8 "
REF
4 1/8 "
REF
1/8 "
REF
4"
/8
/8
REF
4"
L
X
X
/4
SEE INFORMATIONAL DWG BDF-2-15/121
EXIST LADDER STRUCTURE
3'-5"3'-5"3'-5"3'-5"3'-5"3'-5"
20'-6"
R E
F
/4
V E
R
IF
Y
/8
R E
F
/8
VERIFY
9 1/2 "
VERIFY
9 1/2 "
VERIFY
1"
TRAPEZE
SUPPORT
STIFFENERS
SUPPORT BEAM>
TRAPEZE
SUPPORT>
STIFFENERS
SUPPORT BEAM>
TRAPEZE
SUPPORT>
1 5/8" x 1 5/8" MFMA CHANNEL
MFMA CHANNEL
1 5/8" x 1 5/8"
(TYP)
TO DETERMINE ROD LENGTH
END OF ROD. CONTRACTOR
AND FLAT WASHER AT EACH
THRD ROD WITH HEX NUT
/2
/2
1 1/2 "
VERIFY
1"
(TYP)
L4 x 4 x 1/4
EL 82.00'
EL 84.00'
EL 82.00'
EMBEDMENT. (TYP)
HEX NUT. 3" MIN
FLAT WASHER AND
EPOXY ANCHORS W/
3/4"-UNC STEEL HDG
1/8
TYP.
1/8
3/16
TYP.
AND BDF-2-15-244.1
BDF-2-15/238, BDF-2-15/244,
SEE INFORMATIONAL DWGS
EXIST VIEWING BLDG PARAPET
EXIST CONCRETE…
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