A.08 7N23R0006 BON 1 Lamprey Plans.pdf
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- Attached to
- BON Fish Accords Lamprey Bonneville 1
- Solicitation number
- W9127N23R0006
About this file
This document provides details on a federal contract solicitation issued by the Department of the Army Corps of Engineers Engineering District Portland. Solicitation number W9127N23R0006 seeks proposals for work related to the Bonneville Fish Accords Lamprey project. Offerors are invited to provide services to develop plans focused on the passage and survival of Pacific lamprey at Bonneville Dam. The solicitation was issued on April 26, 2023. Relevant details include the name of the project, issuing agency, solicitation number, and date of issuance. The description indicates the solicitation involves developing plans associated with Pacific lamprey passage and survival at Bonneville Dam.
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W9127N23R0006
CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER:
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
US Army Corps of Engineers Portland District
MARK J. SAWKA, P.E.
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
MICHAEL D. HELTON, PMP
PATRICK L. DUYCK, P.E.
PLAN AND SPECIFICATIONS DRAWINGS
FY2019 FISH ACCORDS LAMPREY PASSAGE
BRADFORD ISLAND FISH LADDER
BONNEVILLE LOCK AND DAM
28 March 2023
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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DENOTES FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS3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:
NOTES:
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1. SEE SHEET G-001 FOR SHEET ACTION NUMBER IDENTIFICATION KEY.
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DETAIL APPEARS ON
CHARACTER IS USED,
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3SCALE:
SECTION
1. DETAILING CONVENTION MUST 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 MUST BE INTERPRETED AS SHOWN BELOW:
FOR DETAILS
NUMERIC VALUE
FOR SECTIONS
ALPHA VALUE
LEGEND:
6. "INVENTOR" SHEETS FILE NAME CONVENTION MUST BE INTERPRETED AS SHOWN BELOW:
NOTED IN LEGEND NOTE 4 ON THIS SHEET:
3. SHEET IDENTIFICATION CONVENTION MUST BE INTERPRETED AS SHOWN BELOW, EXCEPT AS
4. "MICROSTATION" / "AUTOCAD" SHEET FILE NAME CONVENTION MUST BE INTERPRETED AS SHOWN BELOW:
5. "MICROSTATION" / "AUTOCAD" MODEL FILE NAME CONVENTION MUST BE INTERPRETED AS SHOWN BELOW:
AS SHOWN BELOW:
7. "INVENTOR" MODEL FILE NAME CONVENTION MUST BE INTERPRETED
ME-zzzzzzzzzzz.IPT
LEGEND NOTES 10 THRU 12)
AREA FEATURE (SEE
(SEE LEGEND NOTE 9)
DISCIPLINE
DASH SEPARATOR, "-" (REQUIRED)
MODEL DESCRIPTION (USER DEFINED) REQUIRED
"INVENTOR" FILE EXTENSION (.IPT, .IAM)
NOTES 10 THRU 12)
AREA FEATURE (SEE LEGEND
DISCIPLINE (SEE LEGEND NOTE 9)
(SEE LEGEND NOTE 8)
TYPE DESIGNATOR
SEQUENCE NUMBER (00 THRU 99)
SE302
DISCIPLINE (LEGEND SEE NOTE 9)
AREA FEATURE (SEE LEGEND NOTES 10 THRU 12)
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
BDF1.242G-102XXX.DGN
BDF1.124zzzzzzzzzzzG-3DXXXX.DGN
(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)
(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 12)
USE "0" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
USE "XXX"
"INVENTOR" SHEETS FILE EXTENSION
BDF1.124G-000XXX.IDW
3.34 FT TO THE ELEVATION.
CURRENT DATUM TO ORIGINAL PROJECT DATUM SUBTRACT
ELEVATIONS ADD 3.34 FT. FOR CONVERTING FROM THE
PROJECT DATUM ELEVATIONS TO CURRENT DATUM
TO CONVERT THE VERTICAL DATUM FROM THE ORIGINAL
DATUM (NAVD 88) SEE BELOW:
ORIGINAL CONSTRUCTION DATUM AND THE CURRENT
CONSTRUCTION OF THE DAM. TO CONVERT BETWEEN THE
DRAWINGS IS THE ORIGINAL DATUM USED IN THE
2. THE DATUM USED IN THE CONTRACT AND INFORMATIONAL
1. SEE SHEETS G-001 THRU G-002 FOR DRAWING INDEX.
GENERAL NOTES:
GENERAL FEATURES (OR "ALL SHEETS ARE ELECTRICAL")DENOTES-
MUST BE AS SHOWN BELOW:
12. ELECTRICAL AREA FEATURE DESIGNATOR FOR "E" SHEETS IDENTIFICATION
LAMPREY PASSAGE WATER SUPPLY SYSTEMDENOTESG
LAMPREY PASSAGE SYSTEMDENOTESF
MECHANICAL DEMOLITIONDENOTESD
MECHANICAL GENERAL FEATURES (OR "ALL SHEETS ARE MECHANICAL")DENOTES-
MUST BE AS SHOWN BELOW:
11. MECHANICAL AREA FEATURE DESIGNATOR FOR "M" SHEETS IDENTIFICATION
SOUTH FINGERLING ENTRANCE TRASH RACKDENOTESN
SOUTH FINGERLING PASSAGEWAY MODIFICATIONSDENOTESM
COUNTERWEIGHT SLOT MODSDENOTESL
VARIABLE WIDTH WEIRDENOTESJ
LAMPREY BOLLARD PLATESDENOTESH
STRUCTURAL DEMOLITIONDENOTESD
STRUCTURAL GENERAL FEATURES (OR "ALL SHEETS ARE STRUCTURAL")DENOTES-
MUST BE AS SHOWN BELOW:
10. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" SHEETS IDENTIFICATION
ELECTRICALDENOTESE
MECHANICALDENOTESM
STRUCTURALDENOTESS
GENERALDENOTESG
MUST 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 MUST BE AS
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LOCAL VICINITY MAP
DISTRICT BOUNDARY MAP
SITE PLAN
SCALE: NONE
NAVLOK N
o. 2
OREGON
WASHIN
GTON
MILES
0 10 20 30 40 50
SPILLWAY DAM
SYSTEM LOCATION
LAMPREY PASSAGE
POWERHOUSE No.1
BRADFORD ISLAND
PROJECT LOCATION
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LAMPREY PASSAGE
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174'-0"
SHEETS.
BOX. SEE MECHANICAL
LAMPREY COLLECTION
MECHANICAL SHEETS.
WATER SUPPLY PIPING SEE
LAMPREY PASSAGE SYSTEM
SEE MECHANICAL SHEETS.
LAMPREY PASSAGE SYSTEM
SHEETS.
SEE STRUCTURAL
VARIABLE WIDTH WEIR
SHEETS.
SEE STRUCTURAL
BOLLARDS (TYP).
LAMPREY GUIDE
"8
52'-1
S P
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L
W A
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A M
B L
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41'-0" 32'-0" 72'-0"
FISHWAY INTAKE FLOW
FISHWAY INTAKE FLOW
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P
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F G
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A
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2.) SEE SHEET G-004 FOR GENERAL NOTES AND SYMBOLS.
1.) SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
PLAN - LAMPREY PASSAGE SYSTEM ARRANGEMENT
SCALE: 1/16" = 1'-0"
BRIDGE
ACCESS
BRIDGE
ACCESS
DAM AXIS
SPILLWAY
DAM AXIS
SPILLWAY
TOWER
CONTROL
No. 3
COUNTERFORT
No. 2
COUNTERFORT
No. 1
COUNTERFORT
C E
N T
E R
P
IE
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E N
T R
A N
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SHEET
IDENTIFICATION
D
AT
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AP
PR
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AW
IN
G N
U M
BE
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US Army Corps of Engineers ®
PL
O
T D
AT
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54321
D
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B
A
51 LF
6" DIA
HDPE PIPE
29 LF
6" DIA
HDPE PIPE16 LF
6" DIA
HDPE PIPE
STA 00+28
22.5° BEND
6" HDPE
PROVIDE THRUST
BLOCK PER DETAIL B
SHEET C-501
STA 00+80
22.5° BEND
6" HDPE
PROVIDE THRUST
BLOCK PER DETAIL B
SHEET 501
STA 00+96
22.5° BEND
6" HDPE
PROVIDE THRUST
BLOCK PER DETAIL B
SHEET 501
PROVIDE
CONNECTION TO
ABOVE-GROUND
PIPE - REFER TO
MECHANICAL
SHEET MP501STA 01+34
PROVIDE
CONNECTION TO
ABOVE-GROUND
PIPE REFER TO
MECHANICAL
SHEET MP501
37 LF
6" DIA
HDPE PIPE
APPROX LOCATION
6" VIT. SEWER MAIN
(SEE NOTE 1)
APPROX LOCATION
4" VIT. SEWER MAIN
(SEE NOTE 1)
APPROX LOCATION
2" DOMESTIC WATER
(SEE NOTE 1)
APPROX LOCATION
4" DOMESTIC WATER
(SEE NOTE 1)
NOTES:
1. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING UTILITIES. APPROXIMATE LOCATIONS PER AS-BUILT DRAWINGS M-5-17 SHEETS 14, 15, AND REVISION OF SEWER LINES FROM B.I. CONTROL HOUSES. PROVIDE VERTICAL
REALIGNMENT OF WATER SUPPLY LINE IF NECESSARY TO AVOID EXISTING UTILITIES.
2. VERTICAL COORDINATE SYSTEM IS BONNEVILLE PROJECT DATUM. CONVERT FROM NAVD88 TO BONNEVILLE PROJECT
DATUM USING A CONVERSION FACTOR OF -3.34'.
N
SCALE: 1"= 10'
WATER SUPPLY PROFILE
VERTICAL EXAGGERATION 5:1
WATER SUPPLY PLAN
STA 0+00
IE=56.75
REFER TO MECHANICAL
FOR CONNECTION TO ABOVE
GROUND PIPE DETAILS
29 LF
6" HDPE PIPE
1.00% SLOPE
STA 00+28
IE=56.46
22.5° BEND
51 LF
6" HDPE PIPE
1.00% SLOPE
37 LF
6" HDPE PIPE
1.00% SLOPE
16 LF
6" HDPE PIPE
1.00% SLOPE
STA 00+80
IE=55.95
22.5° BENDSTA 00+96
IE=55.80
22.5° BEND
STA 1+34
IE=55.43
REFER TO MECHANICAL
FOR CONNECTION TO ABOVE
GROUND PIPE DETAILS
EG
EXCAVATE TRENCH
PER DETAIL A
SHEET C-501
3/
/2
SCALE: 1"= 10'
10' 0 10'
EXISTING COUNTERFORT 3
REFER TO INFORMATIONAL
DRAWINGS M-5-8
SHEETS 9 AND 12
EXISTING COUNTERFORT 2
REFER TO INFORMATIONAL
DRAWING M-5-8
SHEETS 9 AND 11
MECHANICAL FITTINGS
TO CIVIL CONNECTION
MECHANICAL CONNECTION,
SEE M-101
2E
N C
BA
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Fi le
L as t S av ed B y:
C-501
BO
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SHEET
IDENTIFICATION
D
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AP
PR
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AW
IN
G N
U M
BE
R
US Army Corps of Engineers ®
PL
O
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AT
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54321
D
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B
A
IN PAVED OR
GRAVEL AREAS
LANDSCAPED OR
UNIMPROVED AREAS
RESURFACINGEXISTING
SECTION
NOTES:
1. REPLACE ASPHALT AS ENCOUNTERED, EQUIVALENT SECTION OR
MINIMUM OF 3" AC, MAX. LIFTS OF 3".
MATCH EXISTING, FOR
PAVEMENT, SEE NOTE
SAWCUT BEFORE
PAVING
3" TOPSOIL
SELECT EXCAVATED MATERIAL
UNDISTURBED BASE
OR SUBGRADE
3" WIDE PIPE LOCATOR
RIBBON, 18" MIN. TO 24"
MAX BURY DEPTH
BACKFILL:
CRUSHED ROCK
TRACER WIRE
BEDDING MATERIAL
9" MIN., EACH SIDE
6" M
IN
" M
IN
PI
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BA
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PI
PE
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N E
" M
IN
. B
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RY
W
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L
IN
ES
BEND CROSS
WYE
TEE SECTION
NOTES:
1. THRUST BLOCKS ARE REQUIRED FOR HORIZONTAL
BENDS GREATER THAN 7 DEGREES.
2. ALL ANCHORS AND THRUST BLOCKS SHALL BE
PLACED AGAINST UNDISTURBED SOIL.
3. ALL CONC. FOR THRUST BLOCKS SHALL BE 3000
PSI.
4. CONCRETE ANCHORS ARE TO BE KEPT CLEAR OF
ALL PIPE AND VALVE JOINTS.
BEARING AREA
THRUST BLOCK REQUIRED IN
LOCATION SQUARE FEET
TEE/CAP OR PLUG 2.0
90° BEND 2.9
45° BEND 1.6
22.5° BEND 0.8
11.25° BEND 0.4
BEARING
AREA
WIDTH BEND
CONCRETE
THRUST
BLOCK
WATER
MAIN
THRUST BLOCKS SHALL BE CENTERED ON
CENTER LINE OF FLOW
CROSS CONCRETE
THRUST
BLOCK
CAP OR PLUG
CONCRETE
THRUST
BLOCK
WATER MAIN
CONCRETE
THRUST
BLOCK
SHOWN WITH BRANCH CLOSED
CONCRETE
THRUST
BLOCK
BEARING AREA WIDTH
WATER
MAIN
TEE
BEARING AREA
DEPTH
12" MIN STREET OR
GROUND SURFACE
TYPICAL WATERLINE TRENCH DETAIL
SCALE: NTSC-101
A THRUST BLOCK DETAILS
SCALE: NTSC-101
B
3/
/2
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S-001
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A N
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S U
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IT
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P L
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S C
A L
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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
A
D R
A W
N B
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C H
E C
K E
D B
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DENOTES EXISTING CONCRETE
DENOTES NEW CONCRETE
DENOTES GROUT
DENOTES STEEL AND OTHER METALS
STRUCTURAL LEGEND:
DENOTES RUBBER
1. MATERIAL PATTERNS TO BE AS SHOWN BELOW:
TO BE REMOVED
DENOTES EXISTING CONCRETE
STAG.
SPL.
7'-6" 1'-6"
CONCRETE.
PREVENT THE BREAKING OF BOND BETWEEN THE REINFORCING BARS AND FRESHLY PLACED
5.9 ANY VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS MUST BE SUPPORTED TO
JOINT. REBAR MUST CONTINUE ACROSS CONSTRUCTION JOINTS AS DETAILED IN THE DRAWINGS.
5.8 REINFORCING BARS MUST NOT CONTINUE ACROSS AN EXPANSION OR CONTRACTION
5.7 ALL BARS MUST BE SPACED AS SHOWN ON DRAWINGS.
WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A STANDARD 90° HOOK
DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG
E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR
L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND
OR DIMENSION ON THE SHORT LEG INDICATES THE FOLLOWING:
BENT BAR WITH AN OUTSIDE-TO OUTSIDE DIMENSION (NOT BAR LENGTH) OF 7'-6". A LETTER
5.6 A NOTATION SUCH AS FOLLOWING THE BAR SIZE AND SPACING INDICATES A
INDICATED LAP LENGTH.
SPLICED (CLASS B) BY ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING THE
5.5 A SYMBOL SUCH AS INDICATES REINFORCING BARS TO BE STAGGER LAP
5.4 BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS OF BARS.
ACI 318-19.
5.3 UNLESS NOTED OTHERWISE, ALL HOOKS MUST BE STANDARD HOOKS AS DEFINED BY
5.2 ALL REINFORCEMENT STEEL MUST CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES".
ACCORDANCE WITH THE MOST RECENT EDITION OF ACI 315, "MANUAL OF STANDARD
5.1 PREPARATION FOR PLACING DRAWINGS AND BAR BENDING SCHEDULES MUST BE IN
5. REINFORCEMENT
REINFORCEMENT TO THE EDGE OF THE CONCRETE.
DRAWINGS. THE MINIMUM COVER MUST BE THE CLEAR DISTANCE FROM THE EDGE OF THE
4.1 UNLESS NOTED OTHERWISE, THE MINIMUM COVER MUST BE IN ACCORDANCE WITH THE
4. CONCRETE COVER
RECEIVE A CLASS B FINISH.
3.2 ALL NEW CONCRETE SURFACES INSIDE THE FINGERLING PASSAGEWAY MUST
3.1 REQUIRED CONCRETE FINISHES ARE DESCRIBED IN THE SPECIFICATIONS.
3. CONCRETE FINISHING
TO BE CLEANED ONLY.
" PROVIDED, EXCEPT FOR UNDERWATER EXISTING CONCRETE SURFACES NEED4
OF
BE CLEANED AND A FRACTURED AGGREGATE PROFILE WITH A MINIMUM AMPLITUDE
2.4 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, SURFACE MUST
WITH ADJOINING MEMBER OR AS NOTED OTHERWISE.
OF WALL AND FLOOR SURFACES WHERE FILLET IS NOT CAST SIMULTANEOUSLY
" FILLETS EXCEPT AT THE JUNCTION2
2.3 ALL RE-ENTRANT CORNERS MUST HAVE 1
AND STAIR TREADS OR AS NOTED OTHERWISE AND/OR MARKED N.C.
MUST NOT INCLUDE BLOCKOUTS FOR RAILS, GATE GUIDES, HANDRAIL SOCKETS
OF ABUTTING CONTRACTION, CONSTRUCTION, AND EXPANSION JOINTS BUT
CHAMFERS UNLESS OTHERWISE NOTED. THIS MUST INCLUDE CORNERS
"4
2.2 ALL EXPOSED EDGES AND CORNERS OF CONCRETE MUST HAVE
(f'c) MUST BE 4500 PSI
COMPRESSIVE STRENGTH FOR THIS CAST-IN-PLACE CONCRETE
MIX 1 - CAST-IN-PLACE UNDERWATER CONCRETE. THE 28 DAY
SPECIFICATION 03 30 53.00 25. THE MIX DESIGN IS:
CONTRACTOR MUST DEVELOP AND SUBMIT THE MIX ACCORDING TO
2.1 THERE IS ONE CONCRETE MIX REQUIRED FOR THIS CONTRACT. THE
2. CONCRETE
ON DRAWINGS.
1.2 THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE
IMPROVEMENTS FOUND ON THE "S" SERIES DRAWINGS.
OF THE BONNEVILLE BRADFORD ISLAND FISH LADDER ENTRANCE
1.1 THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL FEATURES
1. SCOPE
GENERAL STRUCTURAL NOTES
ITEM/FEATURE AS WELL AS FURNISH IT.
DRAWINGS MEANS THAT THE CONTRACTOR MUST DESIGN THE
9.1 THE PHRASE "BY CONTRACTOR" FOUND ON VARIOUS STRUCTURAL
MISCELLANEOUS9.
09 97 02.00 25.
TRASH RACK SILL IN ACCORDANCE WITH SPEC SECTION
COUNTERWEIGHT SLOT COVER PLATE, TRASH RACK, AND
8.1 PAINT BOLLARDS, BOLLARD PLATES, VARIABLE WIDTH WEIR,
PAINTING8.
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
EMBEDMENT SHOWN ON THE DRAWINGS. INSTALL ANCHORS IN
ANCHORS. THE ANCHORS MUST BE GALVANIZED, SIZE AND
7.1 POST INSTALLED ANCHORS MUST BE MECHANICAL CONCRETE
ANCHORAGE TO CONCRETE7.
" UNLESS NOTED OTHERWISE.4
LIMITED TO PLUS OR MINUS
6.12 TOTAL HEIGHT AND WIDTH DIMENSIONAL TOLERENCES MUST BE
(SEE HANDRAIL SPEC. SECTION 05 50 15.00 25).
6.11 HANDRAIL MUST BE INSTALLED WHERE INDICATED ON DRAWINGS
UNLESS NOTED OTHERWISE.
" RADIUS16
ALL OFFSETS, JOINTS, CORNERS, ETC., GROUND TO A
6.10 ALL WELDS MUST BE GROUND HAND SMOOTH TO THE TOUCH WITH
" RADIUS MIN. UNO.16
6.9 ALL SHARP EDGES MUST BE GROUND TO A
PER AISC MINIMUM WELD SIZE.
HAVING A DESIGNATED TYPE AND SIZE OF WELD MUST BE SEAL WELDED
CORNERS UNLESS OTHERWISE NOTED. EVERY ACCESSIBLE JOINT NOT
6.8 ALL WELDS MUST BE CONTINUOUS AND WRAPPED AROUND RE-ENTRANT
DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.
6.7 FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE
CONTRACTING OFFICER AND ENGINEER.
NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE
CODE. WELDING THAT IS NOT SHOWN ON THE DRAWINGS WILL
6.6 WELDING MUST CONFORM TO AWS D1.1 STRUCTURAL WELDING
EDITION OF THE STEEL CONSTRUCTION MANUAL.
CONDITION (U.N.O.) PER AISC SPECIFICATIONS IN THE THE 15th
6.5 STRUCTURAL BOLTS MUST BE TIGHTENED TO THE SNUG TIGHT
d. SPLIT WASHERS - ASME B18.21.1, PAINTED
c. PLAIN WASHERS - ASTM F844, TYPE 1, PAINTED
b. NUTS - ASTM A563, GRADE DH, TYPE 1, PAINTED
a. BOLTS - ASTM F3125, GRADE A325, TYPE 1, PAINTED
CONTRACT DRAWINGS AND BELOW UNLESS NOTED OTHERWISE:
GRADE, TYPE, CLASS, STYLE AND FINISH INDICATED ON THE
STRUCTURAL STEEL CONNECTIONS MUST BE OF THE MATERIAL,
6.4 ALL CARBON STEEL BOLTS, NUTS, AND WASHERS USED FOR
OTHERWISE NOTED.
6.3 GALVANIZING OF STEEL MUST CONFORM TO ASTM A123, UNLESS
GRADE C.
6.2 STRUCTURAL STEEL TUBING MUST CONFORM TO ASTM A500,
IN THE DRAWINGS AND DIVISION 05 OF THE SPECIFICATIONS.
TO ASTM A572, GRADE 50, OR ASTM A36 STANDARDS AS NOTED
6.1 ALL STRUCTURAL STEEL PLATES AND SHAPES MUST CONFORM
STRUCTURAL STEEL6.
T E
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EXIST CENTER PIER
M A
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S-002
:1
A N
S I
D
A
H E
N
IN
G E
R
SHOWN FOR CLARITY
ABUTMENT No.2 IS NOT
(SEE S-501 FOR DETAILS)
3 STACKABLE WEIR LEAFS
VARIABLE WIDTH WEIR
(SEE SH505 FOR DETAILS)
LAMPREY BOLLARD (TYP)
EXIST SLOT (ABANDONED)
(SEE SL501 FOR DETAILS)
EXIST COUNTERWEIGHT SLOT
VARIABLE WIDTH WEIR SLOT
IS NOT SHOWN FOR CLARITY
DEVICE, (SLED), SLOT. SLED
EXIST SEA LION EXCLUSION
SHEETS.)
FLUME. (SEE MECHANICAL
LAMPREY PASSAGE SYSTEM
(SEE MECHANICAL SHEETS)
LAMPREY COLLECTION TANK
SHEETS.)
FLUME. (SEE MECHANICAL
LAMPREY PASSAGE SYSTEM
SOUTH CONTROL TOWER
MECHANICAL SHEETS.)
SUPPLY SYSTEM. (SEE
LAMPREY PASSAGE WATER
EXIST ACCESS BRIDGE
(SEE SHEET SM502)
PENETRATION,
CORE DRILL PIPE
FOR DETAILS)
HANDRAILING (SEE SF501
(SEE SH101 FOR DETAILS)
BOLLARD PLATES (TYP)
FOR DETAILS)
CHANNEL (SEE SM101
FINGERLING BYPASS
S O
L
IC
IT
A
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IO
N N
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A M
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D A
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S I Z
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S U
B M
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T
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B Y
P L
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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
BRADFORD ISLAND FISH LADDER ENTRANCE
SCALE: NONE
LADDER W
ATER FLOW
LADDER W
ATER FLOW
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
T E
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E S
E
C O
L L
IN
P
O R
T E
R A
H E
N
IN
G
U T
H F
IN
G
E R
L
IN
G
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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
SD101
BYPASS CHANNEL WALL
EXISTING FINGERLING
BYPASS CHANNEL WALL
EXISTING FINGERLING
INVERT
3'-0"
INVERT)
SMOOTH WITH WALL AND
REMOVE WEIR (FLUSH AND
WALLS AND INVERT
AND SMOOTH WITH SIDE
WIDE CONCRETE WEIR FLUSH
CONTRACTOR TO REMOVE 8"
3'-0"
BYPASS CHANNEL WALL
EXISTING FINGERLING
BYPASS CHANNEL WALL
EXISTING FINGERLING
SIDE WALLS AND INVERT
FLUSH AND SMOOTH WITH
8" WIDE CONCRETE WEIR
CONTRACTOR TO REMOVE
LOGS (4 PLACES)
EXISTING WOODEN STOP
CONTRACTOR TO REMOVE
D E
M O
L
IT
IO
N
TOP OF WEIR, EL 67.5.
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 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
WITH LOCAL REGULATIONS.
WOODEN STOPLOGS AND DISPOSE OF IN ACCORDANCE
FROM THE REMOVAL OF THE CONCRETE WEIR AND
4. CONTRACTOR TO COLLECT AND REMOVE ALL DEBRIS
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
X
SM101
B
SCALE: 1" = 1'-0"
SECTION - CONCRETE WEIR DEMOLITION
N.T.S.
SOUTH FINGERLING - ISOMETRIC
X
" = 1'-0"2
SCALE: 1
DETAIL - PLAN SECTION THROUGH CONCRETE WEIR
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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 .1
S
F X
X X
.d g n
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 B
R A
D F
O R
D I
S L
A N
D 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
SF501
M A
T T
H E
W D
H
A N
S O
N
P E
A N
S I
D
A .C
IC
A
L E
S E
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
P L
A N
S A
N D
S E
C T
IO
N
S
L A
M P
R E
Y P
A S
S A
G E
S Y
S T
E M
W A
L K
W A
Y S
:1
NEW HANDRAILING
4'-0"
NEW HANDRAILING
E X
IS
T
IN
G H
A N
D R
A
IL
IN
G
E X
IS
T
IN
G H
A N
D R
A
IL
IN
G
EXISTING HANDRAILING
EXISTING HANDRAILING
N E
W H
A N
D R
A
IL
IN
G
N E
W H
A N
D R
A
IL
IN
G
TOE KICK (TYP)
NEW OPENING
NEW OPENING
CLARITY
NOT SHOWN FOR
HANDRAILS BEYOND
NOTE: EXISTING
TO TRAP BOX.
BAR FOR LPS ATTACHMENT
REMOVE HANDRAIL
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 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
CORED CONNECTION. REPAIR WITH COLD GALVANIZED FINISH.
8. WELD EXISTING HANDRAIL TO NEW HANDRAIL WITH SMOOTH
ACCORDING TO SPEC SECTION 05 50 15.00 25
7. HANDRAILS AND TOEKICK TO BE CONTRACTOR DESIGNED,
WHICH ARE GALVENIZED STEEL.
6. REPLACE HANDRAILS IN KIND WITH EXISTING ADJACENT HANDRAILS,
5. SPACING OF HANDRAIL POSTS TO BE MAXIMUM OF 8'.
WALKWAY
WALKWAY AND NEW HANDRAIL ISOMETRIC
NTS
EMBEDMENT TO BE MIN. 3.25".
STEEL CONCRETE MECHANICAL ANCHOR. ANCHOR
" DIAM. HDG CARBON8
4. HANDRAIL CONCRETE ANCHORS:
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
W
N
R
2'-2"
"4
1'-5
"2
7'-7"2
7'-7"2
7'-7"2
7'-7
' 0
WALKWAY
EXISTING
HANDRAIL
EXISTING
2'-2"
4'-0"
WALKWAY
KICK TOE PLATE (TYP)
NEW HANDRAIL (TYP)
HANDRAIL (TYP)
NEW POST AND
HANDRAIL (TYP)
NEW POST AND
/2
/2
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
M A
T T
H E
W D
H
A N
S O
N
P E
A N
S I
D B
D F
.1
S
F X
X X
.d g n
A
C
IC
A L
E S
E
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
P L
A N
S A
N D
S E
C T
IO
N
S
L A
M P
R E
Y P
A S
S A
G E
S Y
S T
E M
W A
L K
W A
Y S
: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 B
R A
D F
O R
D I
S L
A N
D F
IS
H
L A
D D
E R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
SF502
WALKWAY
4'-0"
EXISTING HANDRAIL
SEE NOTE #8
(SEE MECHANICAL SHEETS)
TRAP BOX AND FLUME
HANDRAIL
EXISTING
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 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:
PLAN - WALKWAY OVER EXISTING FACILITY
SCALE: 1/4" = 1'-0"
WALKWAY
HANDRAIL
EXISTING
WALKWAY
WALKWAY SUPPORT COLUMN
HANDRAIL (TYP)
WALKWAY SUPPORT COLUMN
WALKWAY SUPPORT COLUMN
GATE/CHAIN MUST HAVE CAPACITY TO RESIST 200 LBS POINT FORCE.
8. CONTRACTOR TO INSTALL SAFETY CHAIN OR GATE WITH SIGNAGE.
SECTION 05 50 15.00 25.
7. HANDRAILS TO BE CONTRACTOR DESIGNED ACCORDING TO SPEC
6. REPLACE HANDRAILS IN KIND WITH EXISTING ADJACENT HANDRAILS.
5. SPACING OF HANDRAIL POSTS TO BE MAXIMUM OF 8'
EMBEDMENT TO BE 3.25" MIN.
STEEL CONCRETE MECHANICAL ANCHOR. ANCHOR
" DIAM. HDG CARBON8
4. HANDRAIL CONCRETE ANCHORS:
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
B
B
SCALE: 1/2" = 1'-0"
SECTION THROUGH EXISTING WALKWAY
C
SCALE: 1/2" = 1'-0"
SECTION THROUGH WALKWAY
A
C
D
D
SCALE: 1/2" = 1'-0"
SECTION THROUGH WALKWAY
A
SCALE: 1/2" = 1'-0"
TYPICAL SECTION THROUGH WALKWAY
REQUIRED
PROTECTION
FALL
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
H X
X X
.d g n
M
W
IL
H E
L M
I
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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
SEE MECHANICAL SHEETS
LAMPREY PASSAGE SYSTEM
EXISTING CONCRETE,
SH101
P L
A T
E S
I"
K
P L
A T
E
H
R E
F
R E
F
PLATE "M"
"4
5'-11
PLATES "K" & "L"
"4
5'-11
PLATES "H", "I", & "J"
"4
5'-11
PLATES "F" & "G"
"4
5'-11
" GAP4
" GAP4
" GAP4
" GAP4
G
A P
G
A P
G
A P
PLATES "D" & "E"
"8
5'-11
PLATE "A"
"4
1'-1
PLATES "B" & "C"
"2
5'-11
P L
A T
E S
A
P
G A
P"
F A
C E
O F
C E
N T
E R
P
IE
R T
O F
A C
E O
F A
B U
T M
E N
T N o .2
.0
G
A P
P L
A T
E
C
P L
A T
E
B
REF
1'-2"
REF
"2
1'-1
G
A P
G
A P
" PLATE "P"4
1'-1
" REF4
SJ001
WEIR SEE SHEET
VARIABLE WIDTH
G
A P
SHOWN FOR CLARITY
SLED SLOT, NOT
"8
1'-10 "2
4'-1
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T P
L A
N
R E
F
" GAP4
PLATE "N"
"8
2'-4
P L
A T
E
N
G
A P
P L
A T
E S
J"
L
M
SH504, DETAIL A)
BLOCK (SEE SHEET
UHMW ISOLATION
3, SHEET 501)
TYP. (SEE DETAIL
IDENTIFICATION,
BOLLARD PLATE
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 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
FLOW
ABUTMENT No.2
CENTER PIER
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
CL
CL
NOTES:
E X
IS
T
I N
V E
R T
P
IT
A N
T E
N N
A L
O C
A T
IO
N
FLOW
E X
IS
T
I N
V E
R T
P
IT
A N
T E
N N
A L
O C
A T
IO
N
SCREWS.
FOR LIFTING WITH FLUSH MACHINE
10. CONTRACTOR TO FILL ALL HOLES USED
LADDER FLOOR
MEANS OF PLACING BOLLARD PLATES ON
9. CONTRACTOR TO DESIGN LIFTING SLING/
" RADIUS.16
EDGES MUST BE GROUND TO A MINIMUM
8. ALL LEADING/TRAILING EXPOSED PLATE
PAINTED PER SPEC SECTION 09 97 02.00 25.
CONSTRUCTED WITH A36 STEEL AND
7. BOLLARDS AND BOLLARD PLATES TO BE
DETERMINED BY THE CONTRACTOR.
POINT MEANS AND LOCATIONS TO BE
6. ALL BOLLARD PLATE ASSEMBLY LIFTING
INSTALLATION PROCEDURES.
CONDITIONS. FOLLOW MANUFACTURER'S
SEALANT MUST BE APPLIED UNDER DRY
FOAM BACKER ROD TO MATCH GAP SIZE.
ELASTOMERIC SEALANT. PROVIDE
PLATES WITH POLYURETHANE
5. FILL ALL GAPS BETWEEN BOLLARD
TO FABRICATION.
DIMENSIONS AND CONDITIONS PRIOR
4. CONTRACTOR TO FIELD VERIFY ALL
GENERAL NOTES.
3. SEE SHEET S-001 FOR STRUCTURAL
AND SYMBOLS.
2. SEE SHEET G-004 FOR GENERAL NOTES,
INDEX.
1. SEE SHEET G-001 AND G-002 FOR DRAWING
SCALE: 3/8" = 1'-0"
PLAN-BOLLARD PLATE ARRANGEMENT
SH505
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
H X
X X
.d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
B O
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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 T
E A
S S
E M
B L
Y
A B
C
P
D
E T
A
IL
S
SH501
"4
1'-1
"8
6"8
2"
2"
2" 2"
2" 2"
2"
"8
6"8
2"
"4
1'-1
2" 2"
5"
5"
"4
11 2'-0" 2'-0"
P
L A
T E
B
P
L A
T E
C
G
A P
" PLATES "B" & "C"2
5'-11
"4
2"2"
" STEEL PLATE4
WITH PLATE
HEAD CAP SCREW FLUSH
" DIA. HDG STEEL FLAT 8
WITH 4" EMBEDMENT
STEEL DROP-IN ANCHOR
" DIA. CARBON STEEL,8
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 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:
(2) ANCHORS
(1) ANCHOR
FLOW
PLACES
TYP (12)
PLACES
TYP (11)
PLACES
TYP (7)
PLACES
TYP (8)
DETAIL-BOLLARD PLATES "B" & "C"
SCALE: 1" = 1'-0"
DETAIL-BOLLARD PLATE "P"
SCALE: 1" = 1'-0"
DETAIL-BOLLARD PLATE "A"
SCALE: 1" = 1'-0"
ABUTMENT No.2
CENTER PIER
FLOWFLOW
E X
IS
T
I N
V E
R T
P
IT
A N
T E
N N
A
(2) ANCHORS
(1) ANCHOR
(2) ANCHORS
(2) ANCHORS
(2) ANCHORS (1) ANCHOR
(1) ANCHOR (2) ANCHORS
(1) ANCHOR (2) ANCHORS
(1) ANCHOR (2) ANCHORS
PLACES
TYP (5)
PLACES
TYP (5)
PLACES
TYP (6)
PLACES
TYP (6)
THIS SHEET
SEE DETAIL 3
IDENTIFICATION,
WELD PLATE
THIS SHEET
LETTER, SEE DETAIL 3
WELD PLATE IDENTIFICATION
IN THE PLATE IDENTIFICATION DETAIL BELOW.
3. ALL PLATE ID LETTER MUST BE DONE SIMILAR AS SHOWN
MANUFACTURERS INSTRUCTIONS.
WITH A MINIMUM EMBEDMENT DEPTH OF 4" PER
WITH BOLLARD PLATES, WITHOUT SHARP EDGES,
DIAMETER MECHANICAL DROP IN ANCHORS FLUSH
2. INSTALL STEEL, HOT DIPPED GALVANIZED (HDG), 5/8"
1. SEE SHEET SH101 FOR BOLLARD PLATE ASSEMBLY NOTES.
CARBON PL
SH505
SH505
SH505
SH505
N.T.S.
PLATE IDENTIFICATION DETAIL
A
A N.T.S.
SECTION
N.T.S.
DETAIL
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
N
R
G
A P
P
L A
T E
D
"1
G
A P
2" 2"
1'-0" 2'-0" 2'-0"
" PLATES "D" & "E"8
5'-11
"8
11 " GAP4
"16
1'-10 "16
4'-1
P
L A
T E
E
2"
2"
"8
11 2'-0" 2'-0"
" PLATE "F"4
5'-11
"8
" GAP4
2"2"
" GAP4
P
L A
T E
F
G
A P
2" 2"
2"
2"
/2
/2
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
M A
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D F
.1
S
H X
X X
.d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
B O
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T
: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 B
R A
D F
O R
D I
S L
A N
D F
IS
H
L A
D D
E R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A T
E A
S S
E M
B L
Y D
E
F
D
E T
A
IL
S
SH502
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 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:
FLOW
DETAIL-BOLLARD PLATES "D" & "E"
SCALE: 1" = 1'-0"
PLACES
TYP (14)
P L
A T
E
G
ABUTMENT No.2
(1) ANCHOR
P L
A T
E
F
PLACES
TYP (11)
CENTER PIER
SHEET SH501
DETAIL 3,
LETTER, SEE
IDENTIFICATION
WELD PLATE
FLOW
DETAIL-BOLLARD PLATE "F"
SCALE: 1" = 1'-0"
P L
A T
E
D
P L
A T
E
E
PLATE "G"
P L
A T
E
H
SHEET SH501
SEE DETAIL 3,
IDENTIFICATION,
WELD PLATE
PLACES
TYP (12)
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(2) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
PLACES
TYP (6)
PLACES
TYP (6)
PLACES
TYP (5)
IN THE PLATE IDENTIFICATION DETAIL 3 ON SHEET SH501.
3. ALL PLATE ID LETTER MUST BE DONE SIMILAR AS SHOWN
MANUFACTURER'S INSTRUCTIONS.
EDGES, WITH A MINIMUM EMBEDMENT DEPTH OF 4" PER
ANCHORS FLUSH WITH BOLLARD PLATES, WITHOUT SHARP
" DIAMETER MECHANICAL DROP IN8
52. INSTALL STEEL, HDG,
1. SEE SHEET SH101 FOR BOLLARD PLATE ASSEMBLY NOTES.
SH505
SH505
SH505
SH501
SH501
SH501
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
H X
X X
.d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
B O
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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 T
E A
S S
E M
B L
Y G
H
I"
K
D
E T
A
IL
S
SH503
"8
11 2'-0" 2'-0"
" PLATE "K"4
5'-11
"8
" GAP4
2"2"
" GAP4
" PLATES "H" & "I"4
5'-11
" GAP4
"8
11 2'-0" 2'-0" "8
" PLATE "G"4
5'-11" GAP4
"8
11 2'-0" 2'-0" "8
G
A P
P
L A
T E
G
2" 2"
2" 2"
2" 2"
P
L A
T E
S
I"
K
G
A P
P
L A
T E
H
G
A P
2" 2"
2"
2"2"
2"
SH501 (TYP)
DETAIL 3, SHEET
LETTER, SEE
IDENTIFICATION
WELD PLATE
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 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:
FLOW
DETAIL-BOLLARD PLATES "G", "H", "I", & "K"
SCALE: 1" = 1'-0"
PLATE "L"PLATE "J"
PLATE "F"
PLACES
TYP (20)
(1) ANCHOR (1) ANCHOR
PLACES
TYP (9)
PLACES
TYP (12)
PLACES
TYP (12)
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR (1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR (1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
PIER
CENTER
EXIST
PLACES
TYP (6)
PLACES
TYP (5)
PLACES
TYP (5)
PLACES
TYP (4)
P L
A T
E
E
IN THE PLATE IDENTIFICATION DETAIL 3 ON SHEET SH501.
3. ALL PLATE ID LETTERS MUST BE DONE SIMILAR AS SHOWN
MANUFACTURER'S INSTRUCTION.
EDGES, WITH A MINIMUM EMBEDMENT DEPTH OF 4" PER
ANCHORS FLUSH WITH BOLLARD PLATES, WITHOUT SHARP
" DIAMETER MECHANICAL DROP IN8
52. INSTALL STEEL, HDG,
1. SEE SHEET SH101 FOR BOLLARD PLATE ASSEMBLY NOTES.
SH505
SH505
SH505
SH505
SH501
SH501
SH501
SH501
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
N
R
2"
"8
" GAP4
"8
11 2'-0" 2'-0"
" PLATE "M"4
5'-11
" GAP4
" PLATES "L"4
5'-11
"8
2"
"8
11 2'-0" 2'-0"
" GAP4
2"
"8
11"8
11 2'-0" 2'-0"
" PLATE "J"4
5'-11
2"
G
A P
P
L A
T E
S
J" L
M
2"
" PLATE "N"8
2'-4
2"
2"
"8
2'-04"
P
L A
T E
N
2" 2"
2"
2" 2"
"16
1'-2"16
1'-2
2"
2"
2"
'-0
"4
"4
SH501 (TYP)
DETAIL 3, SHEET
LETTER, SEE
IDENTIFICATION
WELD PLATE
HEAD SCREW.
HEX SOCKET FLAT
UNC EPOXY COATED
COUNTERSINK FOR 1/2"
1/4" DEEP AND
HOLE. COUNTERBORE
PE 1/2" DIAM THRU
DRILL AND TAP UHMW /
"16
/2
/2
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
M A
T T
H E
W D
H
A N
S O
N P
.E
A N
S I
D B
D F
.1
S
H X
X X
.d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A
H E
N
IN
G E
R
B O
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T
: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 B
R A
D F
O R
D I
S L
A N
D F
IS
H
L A
D D
E R
B O
N N
E V
IL
L
E L
O C
K A
N D
D A
M
P L
A T
E A
S S
E M
B L
Y
J"
L
M
N
D E
T A
IL
S
SH504
SEE MECHANICAL SHEETS
LAMPREY PASSAGE SYSTEM
" EMBEDMENT8
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 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:
FLOW
PLATE "I" PLATE "K"
(1) ANCHOR (1) ANCHOR
(1) ANCHOR
PLACES
TYP (17)
PLACES
TYP (16)
PLACES
TYP (17)
(5) ANCHORS
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR
(1) ANCHOR(1) ANCHOR
(1) ANCHOR(1) ANCHOR (1) ANCHOR(1) ANCHOR
(1) ANCHOR (1) ANCHOR (1) ANCHOR (1) ANCHOR(1) ANCHOR
PLACES
TYP (6)
PLACES
TYP (6)
PLACES
TYP (6)
PLACES
TYP (6)
(1) ANCHOR
" THICK UHMW BLOCK2
LAMPREY PASSAGE
UHMW TRANSITION FOR
45° CHAMFER SMOOTH
3/4" STEEL PLATE "N"
WITH UHMW BLOCK
HEAD TO BE FLUSH
EPOXY COATED SCREW
5. LPS TO BE BEARING ON UHMW BLOCK WITHOUT ATTACHMENT.
LPS PORTIONS TOUCHING THE STEEL PLATES.
FULLY BEARING ON THE UHMW ISOLATION BLOCK, WITH NO
4. CONTRACTOR TO ENSURE ALUMINUM LPS STRUCTURE IS
THE PLATE IDENTIFICATION DETAIL 3 ON SHEET SH501.
3. ALL PLATE ID LETTER MUST BE DONE SIMILAR AS SHOWN IN
MANUFACTURER'S INSTRUCTIONS.
EDGES, WITH A MINIMUM EMBEDMENT DEPTH OF 4" PER
ANCHORS FLUSH WITH BOLLARD PLATES, WITHOUT SHARP
2. INSTALL STEEL, HDG, 5/8" DIAMETER MECHANICAL DROP IN
1. SEE SHEET SH101 FOR BOLLARD PLATE ASSEMBLY NOTES.
A
SH505
SH505
SH505
SH501
SH501
SH501
SH501
A
SCALE: 2" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
DETAIL-BOLLARD PLATES "J", "L", "M", & "N"
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D
M
W
IL
H E
L M
I
C O
L L
IN
R
P
O R
T E
R
A .H
E N
IN
G
E R
B O
L L
A R
D P
L A
T E
A R
R A
N G
E M
E N
T
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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
CUT TO SHAPE
USE SPHERICAL PIECE,
P L
A N
S
E C
T
IO
N S
A
N D
D E
T A
IL
S
"8
" ±8
BEND PLATE WITH DIA OF 2
STEEL PLATE
3/4" THK
T Y
P
IC
A L
B O
L L
A R
D
SH505
B D
F .1
S
H X
X X
.d g n
8"
"16
1 "16
1"8
"16
1 "8
5 "16
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 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:
FORM BOLLARD SHAPE
" STEEL PLATE BENT TO 16
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
SCALE: 12"= 1'-0"
0 1" 2" 3"
3/16
TYP.
TO BE PAINTED PER SPEC SECTION 09 97 02.00 25
4. BOLLARD PLATES AND BOLLARDS (INCLUDING INTERIOR FACES)
OR BURRS IN ORDER TO AVOID INJURY TO FISH.
CONDITION SUCH THAT THERE ARE NO ROUGH SPOTS, OFFSETS
3. ALL WELD JOINTS MUST BE GROUND TO A HAND SMOOTH
THE TWO UPPER CORNERS OF EACH BOLLARD.
SPHERE SHAPE / PIECE MUST BE CUT AS NEEDED TO FIT / FORM
SHAPE AS SHOWN. A COMPATIBLE CARBON STEEL (ASTM A36)
CARBON STEEL (ASTM A36) BARS AND PLATES TO FORM THE
FROM ROUND HSS 2.375 X 0.188 INCH CUT AND WELDED TO
2. AT THE CONTRACTORS OPTION THE BOLLARDS MAY BE MADE
1. SEE SHEET SH101 FOR BOLLARD PLATES ARRANGEMENT NOTES.
1/8"
PJP
G
C
SCALE: FULL
SECTION
B
SCALE: FULL
ELEVATION
SCALE: 6"=1'-0"
ISOMETRIC-TYPICAL BOLLARD
SH101
SCALE: FULL
ENLARGED PLAN-TYPICAL BOLLARD
A
SCALE: FULL
ELEVATION LOOKING UPSTREAM AT BOLLARD
A
B
C
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
J
X X
X .d g n
J.
M
C M
A H
O N
C O
L L
IN
P
O R
T E
R A H
E N
N
IN
G E
R
IS
O
M E
T R
IC
S
V A
R
IA
B L
E W
ID
T
H W
IR
: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 B
R A
D F
O R
D I
S L
A N
D 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
SJ001
(TYP)
SKIN PLATE
UPPER SECTION
PLATE FROM
" STEEL BASE2
FCM (TYP)
LIFTING LUG,
FCM (TYP)
LIFTING LUG,
B O
T T
O M
W E
IR
L
E A
F M
ID
D
L E
W E
IR
L
E A
F T
O P
W E
IR
L
E A
F
1"
4 1 3/1
6" (
NTS)
R
"8
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 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
(TYP)
RUB BLOCKS
UHMW / PE
(TYP)
COVER PLATE
FORMED
GUIDE SLOT
BASE PLATE
BOTTOM LEAF
BASE PLATE
TOP LEAF
NOTES:
(TYP)
SKIN PLATE
BASE PLATE
MIDDLE LEAF
(TYP)
PLATE
ROLLED
(TYP)
COVER PLATE
FORMED
GUIDE SLOT
BASE PLATE
BOTTOM LEAF
(TYP)
ROLLED PLATE
(TYP)
END PLATE
(TYP)
RUB BLOCKS
UHMW / PE
(TYP)
END PLATE
(TYP)
FRAME, FCM
STRUCTURAL
(TYP)
FRAME, FCM
STRUCTURAL
(TYP)
FRAME, FCM
STRUCTURAL
ISOMETRIC - WEIR UPSTREAM SIDE ISOMETRIC - WEIR DOWNSTREAM SIDE
FLOW
FL
OW
DIAM. DRAIN HOLE"2
END PLATE"8
SKIN PLATE
FRAME
STRUCTURAL
SECTION
FROM LOWER
HSS10 X 8 X
" RAD4
STEEL
PLATE OR FORMED
" THK ROLLED 16
WELD MATERIAL, TYP.
" STEEL BAR8
CJP WELD
13. CONTRACTOR TO WRAP ALL WELDS.
12. EXISTING WEIR TO BE REMOVED AND RETURNED TO THE GOV.
TO INSTALLATION.
11. CONTRACTOR TO ENSURE EACH LEAF HANGS PLUMB PRIOR
HEIGHT TOLERANCE OF PLUS OR MINUS 1/4 INCH.
MUST BE AS SHOWN PLUS OR MINUS 1/8 INCH, OVERALL
WIDTH OF THE VARIABLE WIDTH WEIR. OVERALL WIDTH
BE LIMITED TO 1/4 INCH FOR THE ENTIRE HEIGHT AND/OR
10. OUT OF PLUMBNESS AND OUT OF PLANE DIMENSIONS MUST
9. ALL STRUCTURAL HSS TO BE ASTM A500, GRADE C.
8. ALL STRUCTURAL STEEL PLATES TO BE ASTM A572, GRADE 50.
FABRICATIONS ARE TO BE GROUND SMOOTH.
7. ALL SURFACES, CORNERS, AND WELDS OF THESE
09 97 02.00 25.
6. PAINT WEIR IN ACCORDANCE WITH SPECIFICATION SECTION
LOWER WEIR LEAF: - 5500 LB
UPPER AND MIDDLE WEIR LEAF - 6000 LB EACH
5. WEIR WEIGHT (APPROX.):
CONDITIONS PRIOR TO FABRICATION.
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
UPPER LEAF
PLATE FROM
TYP. END
3/16
3/16
3/16
PLATE WELD
CURVED
PLATE TO
TYP. ENDG
TYP.
PLATE (TYP)
" THK END 16
SKIN PLATE
QUANTITY: 1
SCALE: 3" = 1'-0"
DETAIL - DRAIN HOLE
SCALE: 3" = 1'-0"
DETAIL
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
J
X X
X .d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A .H
E N
IN
G
E R
E L
E V
A T
IO
N
A N
D S
E C
T
IO
N S
V A
R
IA
B L
E W
ID
T
H W
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 B
R A
D F
O R
D I
S L
A N
D 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
PLATE
" SKIN8
SJ501
16'-8"" RUB BLOCK8
1 " RUB BLOCK8
DOWNSTREAM SIDEUPSTREAM SIDE
5" 4'-8" 3'-3"
2'-6" 2'-2"
M
ID
D L
E P
A N
E L
B O
T T
O M
P A
N E
L
P
L
8'-4"
"2
1'-2
"2
7'-1
8'-4"
"2
1'-2
"2
7'-1
PLATE
" SKIN8
BLOCK
" RUB8
BLOCK
" RUB8
D /S
S
ID
E
/4
T
H K
U H
M W
P
E
D /S
S
ID
E
/4
T
H K
U H
M W
P
E
D /S
S
ID
E
/4
T
H K
U H
M W
/P E
P
L
" OVERALL WIDTH4
16'-10
10"
OPENING
2'-6"9"
8"
4" 4"
"16
2 "8
3 "16
4" R
4.3688
14'-4" OPENING
"8
"8
"2
"8
U /S
S
ID
E
/4
T
H K
U H
M W
/P E
U /S
S
ID
E
/8
T
H K
U H
M W
/P E
U /S
S
ID
E
/4
T
H K
U H
M W
P
E
D /S
S
ID
E
/8 T
H K
U H
M W
/P E
(1
S P
A C
E S
.5 E
A
(1
S P
A C
E S
.5 E
A
(2
S P
A C
E S
.5 E
A
(2
S P
A C
E S
.5 E
A
(2
S P
A C
E S
.5 E
A
(2
S P
A C
E S
.5 E
A
(1
S P
A C
E S
.5 E
A
(1
S P
A C
E S
.5 E
A
8"
"4
"4
"16
10""8
O V
E R
A L
L H
E
IG
H T
T O
P P
A N
E L
U /S
S
ID
E
/4
T
H K
U H
M W
P
E
"8
"4
10"
== "16
"8
"16
"16
2""16
R
"8 5R
P
L
10"
"8
P
L
SKIN PLATE
"8
5'-3
S K
IN
P
L A
T E
S K
IN
P
L A
T E
F O
R M
E D
P L
A T
E
S K
IN
P
L A
T E
" SKIN PL16
PLATE
" SKIN8
PLATE
" SKIN8
PLATE
" SKIN8
4" R
"16
" REF4
R
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 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
EL 40.00
ABOUT
SYMMETRICAL
CL
SCALE: 3"= 1'-0"
0 3" 6" 12" NOTES:
D/S
1. SEE SHEET SJ001 FOR VARIABLE WIDTH WEIR NOTES.
CL
(TYP)
LUG
LIFTING
(TYP)
LUG
LIFTINGCL
H S
S x x
/8
H S
S x x
/8
EL 10.00
EL 2.00
EL 18.42
(IF APPROVED)
FORMED
PLATE OR
ROLLED
(IF APPROVED)
FORMED
PLATE OR
ROLLED
(IF APPROVED)
PLATE OR FORMED
MAXIMUM. (TYP)
TAP STEEL FOR 1/2"-UNC 4.5" O.C.
HEAD SCREW MATCH DRILL AND
FOR 1/2"-UNC HEX SOCKET FLAT
HOLE. COUNTERSINK 1/8" DEEP
H S
S x x
/8
(TYP)
UHMW / PE
SKIN PLATE
3/8" THK
H S
S x x
/8
PLATE
PANEL BASE
1 1/2" THK
PLATE
SKIN
PLATE
PANEL BASE
1 1/2" THK
PLANEL
ON LOWER
LIFTING LUGPLATE
SKIN
U/S
D/S
U/S
D/S
H S
S x x
/8
PLATE
SKIN
FLOW
U/S
UHMW / PE (TYP)
D/S
U/S
COVER PLATE
FORMED SLOT
MAXIMUM. (TYP)
TAP STEEL FOR 5/8"-UNC 4.5" O.C.
HEAD SCREW MATCH DRILL AND
FOR 5/8"-UNC HEX SOCKET FLAT
HOLE. COUNTERSINK 1/8" DEEP
H S
S x x
/8
FLOW
F L
O W
F L
O W
D/S U/S
F L
O W
HSS10 x 8 x 3/8
HSS10 x 8 x 3/8
HSS10 x 8 x 3/8
H S S x x /8
H S
S x x
/8
H S
S x x
/8
H S
S x x /8
PLATE
1" THK
3/16
TYP.
H S
S x x
/8
PLATE
SKIN
(IF APPROVED)
PLATE OR FORMED
5/16" THK ROLLED
U/S
D/S
F L
O W
TYP.
TYP.
G
3/16
TYP.
3/16
TYP.
3/16
TYP.
3/16
TYP.
3/16
TYP.
3/16
TYP.
SKIN PLATE
(IF APPROVED)
PLATE OR FORMED
5/16" THK ROLLEDTYP.
3/16
TYP.
3/16
TYP.
SIM
G
G
G
TYP.
G
G
TYP.
TYP.
TYP.
TYP
WELD
SEAL
TYP.
1/4"
TYP.
A
SCALE: 3" = 1'-0"
SECTION
B
SCALE: 3" = 1'-0"
SECTION
D
SCALE: 3" = 1'-0"
SECTION
E
SCALE: 3" = 1'-0"
SECTION
SCALE: 3/8" = 1'-0"
ELEVATION-VARIABLE WIDTH WEIR
B
E
F
A
D
K
SCALE: HALF SIZE
SECTION
D
E
K
A
SJ503
SJ503
SJ503
SJ503
SJ503
SJ503
SJ503
SJ503
F
SCALE: 3" = 1'-0"
SECTION
A
SJ001
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
J
X X
X .d g n
J.
M
C M
A H
O N
C O
L L
IN
R
P
O R
T E
R
A .H
E N
IN
G
E R
S E
C T
IO
N
S A
N D
D E
T A
IL
S
V A
R
IA
B L
E W
ID
T
H W
: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 B
R A
D F
O R
D I
S L
A N
D 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
LEAF BASE PLATE
8"
45°
SJ502
R
"2
1'-214'-3""2
1'-2
16'-8"
16'-8"
2'-11"10'-10"2'-11"
PENETRATION
LIFT LUG
PLATE
" THICK2
PLATE
" THICK2
LEAF BASE PLATE
8"
"16
OPENING
"8
3 "16
2 "
R
"4 1R
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 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
SCALE: 3"= 1'-0"
0 3" 6" 12"
NOTES:
1. SEE SHEET SJ001 FOR VARIABLE WIDTH WEIR NOTES.
C
SCALE: 3" = 1'-0"
SECTION
C
SJ501
K
SJ501
SCALE: 1 1/2" = 1'-0"
DETAIL - MIDDLE AND UPPER LEAF BASE PLATE
SJ501
SCALE: 1 1/2" = 1'-0"
DETAIL - LOWER LEAF BASE PLATE
L
L
SECTION
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
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 B
R A
D F
O R
D I
S L
A N
D 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
M A
T H
E W
D H
A N
S O
N P
.E
C O
L L
IN
R
P
O R
T E
R
:1
A N
S I
D
C O
U N
T E
R W
E
IG
H T
S L
O T
M O
D
IF
IC
A
T
IO
N S
BOLLARD PLATE
(ABANDONED)
EXIST SLOT
WEIR SLOT
VARIABLE WIDTH
COUNTERWEIGHT SLOT
ABUTMENT
WEIR SLOT
VARIABLE WIDTH
EXIST SLOT (ABANDON)
COUNTERWEIGHT SLOT
FISH LADDER FLOOR
DEVICE (SLED) SLOT
SEA LION EXCLUSION
COUNTERWEIGHT SLOT
DEVICE (SLED)
SEA LION EXCLUSION
COUNTERWEIGHT SLOT)
A36 STEEL PLATE (COVERS
COUNTERWEIGHT SLOT)
A36 STEEL PLATE (COVERS "4
DEVICE (SLED)
SEA LION EXCLUSION
FOR CLARITY
PIER NOT SHOWN
COUNTERWEIGHT SLOT BRACING
COVERS COUNTERWEIGHT SLOT)
STEEL PLATE (PROPOSED,
SL501
P L
A N
A N
D S
E C
T
IO
N S
B D
F
.1
S L
X
X X
.d g n
2'-6"
P L
A T
E S
E C
T
IO
N S
E
Q U
A L
S P
A C
E S
SLOT PLATE
AND COUNTERWEIGHT
BOLLARD PLATE
" GAP BETWEEN 4
SPLICES, TYP
" OFFSET BETWEEN 4
COUNTERWEIGHT SLOT CHANNELS
2'-6"
2'-3"
COUNTERWEIGHT SLOT)
" A36 STEEL PLATE (COVERS 4
H E
N
IN
G E
R
P E
N B
E E
M
THIS POINT. SEE NOTE 2.
CROSS BRACING BELOW
CONTRACTOR TO REMOVE
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 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
SCALE: 3"= 1'-0"
0 3" 6" 12"12"0 5'
"= 1'-0"4
1SCALE: "= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
S T
E E
L P
L A
T E
C
O V
E R
S C
O U
N T
E R
W E
IG
H
T S
L O
T
5' 0 5' 10'
"= 1'-0"8
1SCALE:
CENTER PIER
ABUTMENT
4. GRIND WELDS AND EDGES OF COVER PLATES SO THEY ARE SMOOTH.
3. SIZE OF PLATE SECTIONS TO BE DETERMINED BY THE CONTRACTOR.
" CROSS BRACINGS IN COUNTERWEIGHT SLOT BELOW EL 38'.16
2. CONTRACTOR TO REMOVE
1. CONTRACTOR TO REHAB AND REPAINT DAMAGED COUNTERWEIGHT SLOT CHANNELS BELOW EL 38'.
NOTES:
FLOW
1/8
1/8
A
A
" = 1'-0"4
1SCALE:
SECTION
B
B
" = 1'-0" 3SCALE:
SECTION
" = 1'-0"8
3SCALE:
COUNTERWEIGHT SLOT-PLAN
" = 1'-0"8
1SCALE:
FISH LADDERS-ENTRANCE
BRADFORD ISLAND
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
C B
D F
.1
S
M
X X
X .d g n
J.
M
C M
A H
O N
C O
L L
IN
P
O R
T E
R A H
E N
N
IN
G E
R
P L
A N
A T
E L
.0
S O
U T
H F
IN
G
E R
L
IN
G P
A S
S A
G E
W
/8
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 B
R A
D F
O R
D I
S L
A N
D 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
SM101
SYSTEM WATER SUPPLY
FOR LAMPREY PASSAGE
SEE MECHANICAL SHEETS
DEMO SHEET SD101
STOPLOGS PER
REMOVE EXISTING
SD101
PER DEMO SHEET
DEMOLISH WEIR
FISH PASSAGE
EXISTING JUVENILE
EXISTING CONCRETE WEIR
STOP LOGS
WOODEN
EXISTING
EXISTING AWS INTAKE BAY
FOR NEW CONCRETE WEIR
SEE SHEET SM503
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 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
SEE SHEET SD101.
ACCORDANCE WITH LOCAL REGULATIONS.
FROM FINGERLING PASSAGE, AND DISPOSE OF IN
STOPLOG AND CONCRETE DEBRIS IS REMOVED
CONCRETE WEIR IN THEIR ENTIRETY. ENSURE ALL
4. CONTRACTOR TO REMOVE WOODEN STOPLOGS AND
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
PLAN - SOUTH FINGERLING PASSAGEWAY AT EL 67.00'
INVERT EL 60'
INVERT EL 60'
IN
V
E R
T E
L
SYSTEM WATER SUPPLY
FOR LAMPREY PASSAGE
SEE MECHANICAL SHEETS
SCALE: 1/4" = 1'-0"
ENTRANCE TRASH RACK
NEW FINGERLING PASSAGE
SEE SHEET SN001 FOR
FISH LOCK No.1
FISH LOCK No.2
RACK BOTTOM SILL
FOR NEW TRASH
SEE SHEET SN503
FLO
W
FLOW
FLOW
FLOW
IN
V
E R
T E
L
MECHANICAL SHEETS
MACHINERY PER
SLUICE-GATE AND
REMOVE EXISTING
SM503
A
SM502
C
SD101
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
/2
/2
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
A N
S I
D B
D F
.1
S
M
X X
X .d g n
A
C
IC
A L
E S
E
C O
L L
IN
P
O R
T E
R A
H E
N
IN
G
P
S
S A
G E
W A
Y D
E T
A
IL
S
S O
U T
H F
IN
G
E R
L
IN
G
0 0
: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 B
R A
D F
O R
D I
S L
A N
D 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
SM502
"2
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 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
9. ALL STEEL ON THIS SHEET TO BE CARBON STEEL.
8. SEEP FLANGE TO BE NO LARGER THAN 10.625" DIAMETER.
BOLT HOLES AND ACORN NUTS.
7. ENSURE CONTINUOUS THREADING BETWEEN FLANGE
03 30 53.00 25
IS CUT. FOR PENETRATION. SEE SPEC SECTION
ENSURE NO MORE THAN ONE HORIZONTAL BAR
6. CONTRACTOR TO DEVELOP REBAR GRID/MAP.
5. EXISTING REBAR NOT SHOWN FOR CLARITY.
THROUGH THE PIPE/WALL INTERFACE.
4. CONTRACTOR TO SEAL PIPE TO PREVENT LEAKAGE
3. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.
2. SEE SHEET G-004 FOR GENERAL NOTES. AND SYMBOLS.
1. SEE SHEET G-001 AND G-002 FOR DRAWING INDEX.
NOTES:
ANSI B16.5 CLASS 150 FLANGES
FLUSH MOUNT PIPE SLEEVE
BETWEEN FLANGE BOLT HOLE AND ACORN NUT.
TO FLANGE. ENSURE CONTINUOUS THREADING
3/4" - 10 UNC ACORN CARBON STEEL NUTS WELDED
40 316L PIPE
6 NPS X 9" SCH
WALL
CONCRETE
EXISTING
WALL
CONCRETE
EXISTING
SEEP FLANGE
ASTM A36
3…
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