E3TRYLCK202201-PLAN_SET_SOL-2024-04-04.pdf
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- Solicitation number
- W912DS24B0006
About this file
This document appears to be a solicitation for the Troy Lock – Stoplog Dam Concrete Recesses and Steel Lock Filter construction project at the Troy Lock and Dam in Troy, NY. The U.S. Army Corps of Engineers, New York District, intends to issue a competitive 8(a) Invitation for Bid for this construction work. The scope includes constructing bulkhead recesses and replacing the trash rack at the Troy Lock and Dam facility. This is an 8(a) set-aside procurement, meaning it is restricted to 8(a) small businesses. No award date is provided, but the solicitation is planned to be issued on April 4, 2024. Pricing terms and other key details are not included in this high-level solicitation notice.
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STOPLOG RECESS AND TRASH RACK REPLACEMENT
TROY, NY
TROY LOCK
ROCK ISLAND DISTRICT
W D
S B
W912DS24B0006
GENERAL STRUCTURAL NOTESS-001
PLAN - SURVEY CONTROLV-102
SURVEY CONTROLV-101
GENERAL PLANG-004
ABBREVIATIONSG-003
DRAWING PACKAGE LAYOUT, GENERAL NOTES, AND LEGENDG-002
COVER SHEETG-001
SHEET TITLESHEET ID
SHEET INDEX
TRASH RACK REPLACEMENTTRSHRAK
STOPLOG RECESS REPLACEMENTSLRCS
DESCRIPTIONPLAN SET ID
PLAN SET INDEX
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APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
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ISSUE DATE:
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
HUDSON RIVER BASIN
of Engineers
US Army Corps
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EXISTING LIFTING BEAM
GUIDE BLOCK
NEW LIFTING
ASSEMBLY
STOPLOG RECESS
2 7/8 "2 7/8 "
/8
EXISTING STOPLOG
2 3/8 "
ASSEMBLY
STOPLOG RECESS4
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ROCKER PAD
STOPLOG
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S-101
Sheet ID
PLAN SET ID
SHEET NUMBER WITHIN PLAN SET
SEQUENCIAL NUMBER
SHEET TYPE DESIGNATIONS
DRAWING PACKAGE LAYOUT
PLAN SET ID
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.
CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.
WHICH THE SHEET WAS DEVELOPED BY.
THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.
REFERENCE.
BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID
PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAYBE DUPLICATED
EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.
PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.
THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.
CONTAINS THE FOLLOWING INFORMATION:
SHEET ID BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK
IN ORDER TO NAVIGATE THE DRAWING PACKAGE, THE CONTRACTOR SHOULD FOCUS ON THE 3.
WORK IN THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.
THE DRAWING PACKAGE IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF 2.
CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE PLAN SET.
SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE
THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.
ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)
DISCIPLINE (STRUCTURAL, MECHANICAL,
GENERAL NOTES
COFFERDAM SILL CONCRETE TO BE 75% COMPRESSIVE STRENGTH BEFORE DEWATERING OF COFFERDAM.8.
FOR ADDITIONAL DETAILS.
INTO THE HOLE FLUSH WITH THE CHAMBER FACE. SEE PLAN SETS FOR EACH COFFERDAM
PUNCHED INTO THE HOLE. HOLES ABOVE WATER TO HAVE NON-SHRINK GROUT PLACED
OVER DRILLED TO ALLOW THE ANCHORS TO BE CUT FLUSH WITH CHAMBER FACE AND
COFFERDAMS MAY USE EXPANSION ANCHORS. ALL ANCHOR HOLES TO BE7.
ELECTRICAL CODE.
ELECTRICAL REQUIREMENTS BEING COMPLIANT WITH NFPA 70, THE NATIONAL
THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY AND PERMANENT6.
UP PAINTING AS NECESSARY.
AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH
MAINTAINED AND REINSTALLATION/REPLACEMENT MADE TO ITS ORIGINAL LOCATION
DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE
SECURITY FENCING AND HANDRAILING MAY BE REMOVED IN WORK AREAS5.
INDICATES TO REMOVE AND REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"4.
SHOP DRAWINGS PEPARATION AND MATERIAL FABRICATION.
CONFIRM ALL ELEVATIONS AND DIMENSIONS BY FIELD VERIFICATION PRIOR TO3.
CLOSURE PERIOD. THE DAM IS TO REMAIN OPERATIONAL AT ALL TIMES.
HOWEVER DO NOT INTERFERE WITH LOCK OPERATIONS OUTSIDE OF THE
CLOSE-OUT WORK IS ALLOWED BEFORE AND AFTER THE CLOSURE PERIOD,
IN THE SPECIFICATIONS AND OPEN AT ALL OTHER TIMES. PREPARATORY AND
THE LOCK WILL BE SHUT DOWN DURING THE CLOSURE PERIOD AS NOTED2.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY1.
INDICATES AN AREA OF GRASS
INDICATES AGGREGATE BASE
INDICATES MONOLITH NUMBER
CONCRETE REMOVAL
NEW CONCRETE
GENERAL NOTES
HAND RAIL NOT SHOWN FOR CLARITY. 1.
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CLEARANCE DIAGRAM FOR LIFTING BEAM
1"=1" FULL SIZESCALE: 0 1' 2'6" A11
CLEARANCE DIAGRAM FOR STOPLOG
1"=1" FULL SIZESCALE: 0 1' 2'6"
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40'-0"
WORK LIMITS
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AREA
STORAGE
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142'-0"
GENERATOR
EMERGENCY
STAGING AREA
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GOVT EMPLOYEE
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WORK LIMITS
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STORAGE AREA
UPPER BULKHEAD
PARKING AREAS
AND CONTRACTOR EMPLOYEE
CONTRACTOR STAGING AREAS
ENTRY GATE
BOND ST.
ACCESS ROUTE
BUILDING
ADMINISTRATION
85'-0"
299'-0"
LOWER MITER GATES
UPPER MITER GATES
STAGING AREA
CONTRACTOR
230'-0"
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GENERAL PLAN
1"=100'SCALE:
HUDSON RIVER
FLOW
MAIN LOCK
RIVER WALL
LANDWALL
OPERATIONS.
MAY UTILIZE THE DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE CONTRACTOR
MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL QUEUE
GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD (EXCEPT FOR
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.
GENERAL SHEET NOTES
100' 200'0
NORTH
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ADMINISTRATION
N/A23.18'710910.721428262.23BOXCUT 26-2
N/A23.24'710951.811428249.67BOXCUT 26-1
N/A23.12'710903.211428197.43HR-26
DESCRIPTIONNAVD 88EASTINGNORTHINGPOINT
SURVEY CONTROL POINTS
HR-26 BOXCUT 26-2
BOXCUT 26-1
© 2024 Microsoft Corporation Earthstar Geographics SIO
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SURVEY CONTROL
1"=100'SCALE:
HUDSON RIVER
FLOW
VERTICAL DATUM: NAVD 88. UNITS USED: US SURVEY FEET.
HORIZONTAL DATUM: NAD83 NEW YORK EAST (3101) STATE PLANE 2.
SURVEY CONTROL WORK COMPLETED SEPTEMBER 2022.1.
GENERAL SHEET NOTES
100' 200'0
NORTH
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0.02" RADIUS
ROUND CORNER ALIGNMENT SURVEY
MARK PIN FOR
CONCRETE)
(FLUSH WITH TOP OF
1" Ø X 3" BRASS ROD
NEW EPOXY GROUT
EXISTING CONCRETE
1"
DRILLED HOLE
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EXISTING RADIUS
ROOF LINE HIDDEN FOR CLARITY
LOCK OPERATING HOUSE
13'-9 3/4 "
3'-0"3'-0"
TYP
SEE DETAIL E11
SURVEY MONUMENT
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13'-9 3/4 "
18'-0"
9'-0"
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LAND WALL
RIVER WALL
NORTH
PLAN
A1
PLAN - CENTERLINE SURVEY
SCALE: 1/8" = 1'-0"
B. HORIZONTAL DATUM: NEW YORK EAST (FIPS 3101)
A. VERTICAL DATUM: NAVD88
DATUM INFORMATION FOR TROY NEW YORK LOCK AND DAM:7.
AND PARALLEL TO LINE GH BY SURVEY AND AS DIRECTED BY GOVERNMENT. MONUMENTS SHALL BE SET PER DETAIL E11.
J. CONTRACTOR SHALL ESTABLISH AND SET TWO NEW MONUMENTS ON THE RIVERWALL, ORTHOGONAL TO RECESS CENTERLINE
PER DETAIL E11 ON CONTRACT DRAWING V-102.
I. CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LAND WALL, ON CENTERLINE OF NEW RECESS. MONUMENT SHALL BE SET
NEW MONUMENTS.
H. GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET
GH FROM NORTHING/EASTING POINTS PROVIDED BY GOVERNMENT.
G. GOVERNMENT WILL DETERMINE THE BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH. ESTABLISH LINE
F. SUBMIT INFORMATION TO CONTRACTING OFFICER FOR REVIEW.
E. LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE AT DIMENSION SHOWN.
D. LOCATE ANY SURVEY MONUMENTS WITHIN 50 FEET OF PROPOSED RECESS CENTERLINE.
C. LOCATE MONOLITH JOINT UPSTREAM AND DOWNSTREAM OF PROPOSED RECESS CENTERLINE.
INTERVAL SHALL BE NO MORE THAN 5 FEET APART, BUT A MINIMUM OF FIVE POINTS ARE REQUIRED.
CENTERLINE. CONTRACTOR SHALL DOCUMENT POINTS E AND F ALONG THE WALL AS SHOWN IN SECTIONS A11 AND A16. POINT
B. ESTABLISH LINE CD: FROM UPSTREAM MONOLITH JOINT TO STOPLOG BRACING SLOT DOWNSTREAM OF PRELIMINARY RECESS
INTERVAL SHALL BE NO MORE THAN 5 FEET APART, BUT A MINIMUM OF FIVE POINTS ARE REQUIRED.
CENTERLINE. CONTRACTOR SHALL DOCUMENT POINTS E AND F ALONG THE WALL AS SHOWN IN SECTIONS A11 AND A16. POINT
A. ESTABLISH LINE AB: FROM UPSTREAM MONOLITH JOINT TO STOPLOG BRACING SLOT DOWNSTREAM OF PRIMARY RECESS
SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:6.
MONUMENTS ON THE RECESS CENTERLINE AND BOTH RIVERWALL MONUMENTS ORTHOGONAL TO THE RECESS CENTERLINE.
AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, SET FOUR SURVEY MONUMENTS; BOTH LANDWALL 5.
THE REVIEW.
CONTRACTING OFFICER FOR REVIEW. GOVERNMENT WILL PROVIDE THE LOCATION OF THE CENTERLINE OF THE RECESS AFTER
AFTER COMPLETING THE INITIAL WORK ON THIS PAGE (ESTABLISHING LINES AB AND CD), PROVIDE THE INFORMATION TO 4.
FIELD BOOK
DISTANCE UNITS
COORDINATE UNITS
GEOID (PROVIDE A DESCRIPTIVE IDENTIFICATION OF THE POINT)
VERTICAL DATUM
PROJECT DATUM
ZONE
COORDINATE SYSTEM
PROJECT
FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION DESCRIBED ON THIS SHEET. ALL POINT 3.
A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE. 2.
WALLS.
STATION IS IN THE CORRECT LOCATION. THE WORK WILL ALSO ESTABLISH THE STOPLOG RECESS AT 90 DEGREES BETWEEN THE
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE STOPLOG RECESS AND VERIFY CENTERLINE 1.
GENERAL SHEET NOTES
0 8'4' 16'
E11
DETAIL - SURVEY MONUMENT
6"=1'-0"SCALE: 3"0 6"1-1/2"
SEE NOTE
RECOMMENDATIONS.
MANUFACTURER'S
BE PER EPOXY GROUT
NOTE: HOLE DIAMETER SHALL
A11
SECTION - CHAMFERED WALL
SCALE: 1/2" = 1'-0"
A16
SECTION - RADIUSED WALL
SCALE: 1/2" = 1'-0" 0 2' 4'1'0 2' 4'1'
25A
RECESS
C STOPLOG
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PRELIMINARY
A B
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PRELIMINARY
V-102
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END OF ALL WELDED
WRAP WELD AROUND
HOLES
WELD ACCESS
A1
SCALE: NO SCALE
S-001-A1 WELD WRAPPING
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GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES REINFORCING NOTES
ON THE DRAWINGS.
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, WILL BE6.
SLAB JOINTS SHALL BE WATERTIGHT.
CONTRACTING OFFICER. CONSTRUCTION JOINTS FOR WALL TO
CONSTRUCTION JOINT LOCATIONS WILL BE APPROVED BY THE
INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE5.
NOTED OTHERWISE.
CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS 4.
AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO
PLACE AND CHECK ALL EMBEDDED ITEMS ARE 3.
SURFACES.
GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
PROVIDE 1/4" THICK JOINT FILLER MATERIAL WHERE SLABS ON2.
ACCORDANCE WITH ACI 318-14.
DESIGN PERFORMED BY THE CONTRACTOR WILL BE IN
(ACI 301) EXCEPT AS OTHERWISE INDICATED. ALL CONCRETE
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
ALL CONCRETE CONSTRUCTION IN ACCORDANCE1.
LOCATION.
REINFORCING IN EXISTING WALL IS UNKNOWN IN SIZE AND 13.
HEIGHT OF THE RECESS WALL SLOT.
DOWNSTREAM FACE OF THE STOPLOGS AND AND THE INSIDE FULL
IT IS INTENDED TO ACHIEVE A 2 3/8" GAP BETWEEN THE 12.
WITH ONE ANOTHER IS 0'-1/2".
TOLERANCES FOR THE STOPLOG RECESS TO VARY IN ALIGNMENT 11.
PLUMB IS 1/16" IN 10'-0".
TOLERANCES FOR THE STOPLOG RECESS SLOT TO VARY FROM 10.
AND FABRICATION OF MATERIAL.
SHOWN ON THE DRAWINGS PRIOR TO SHOP DRAWING PREPARATION
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS 9.
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
TO CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY
CONSTRUCTION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR
RESPONSIBILTY OF THE CONTRACTOR TO FIELD-VERIFY PRIOR TO
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS ARE 8.
THE CONTRACTOR.
EFFECT THE COMPLETION OF THIS WORK IS THE RESPONSIBILTY OF
DISCREPANCIES OR UNDOCUMENTED CONDITIONS THAT MAY
NOTIFCATION OF THE CONTRACTING OFFICER OF ANY 7.
EQUIPMENT.
SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE
UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE 6.
DRAWINGS UNDER ANY CIRCUMSTANCE IS PROHIBITED.
REPRODUCTION OF CONTRACT DRAWINGS AS SUBMITTED AS SHOP 5.
COMPLETION OF THE PROJECT.
REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS
AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS
DRAWINGS IS COMPLETED. DETERMINE ERECTION PROCEDURES
STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 4.
WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT 3.
HOLES, HANGERS, AND ANCHORS.
BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,
DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER 2.
NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.
WITH THE EXCEPTION OF GALVANIZED SURFACES.
COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO ASSEMBLY, 11.
OF STUD WELDING REQUIRED.
EXCEPT WHERE STUD WELDING IS USED. VISUAL INSPECTION
100% MAGNETIC PARTICLE TESTING ON ALL FILLET WELDS10.
WITH THE REQUIREMENTS OF AWS D1.1.
TEST AND INSPECT WELDS IN ACCORDANCE9.
SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED, UNO.
ALL WELDS GROUND SMOOTH TO HAVE A FINISHED SURFACE EQUAL TO OR8.
GRIND AREAS, ETC. AS SPECIFIED.
PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES, 7.
OF WELDS UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.
HOLES TO PERMIT WELD WRAPPING TO PREVENT THE INTERSECTION
AS SHOWN IN DETAIL S-001-A1. SUFFICIENTLY SIZE WELD ACCESS
FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF THE PLATE6.
DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING.
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL5.
OF THE CONTRACTOR TO SUBMIT FOR APPROVAL.
DETAILED INFORMATION ON THE SHOP DRAWINGS IS THE RESPONSIBILITY
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS4.
70 KSI FILLER METALS.
EDITION OF AWS D1.1, AS SPECIFIED AND USING LOW HYDROGEN PROCESSES AND
ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST3.
GALVANIZE BAR GRATING IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION.
GALVANIZE BAR GRATING HARDWARE AS RECOMMENDED BY THE MANUFACTURER.2.
FIFTEENTH EDITION.
WITH THE AISC STEEL CONSTRUCTION MANUAL,
FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE1.
2. 2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.
1. 1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE.
B. IN NO CASE SHALL THE COVER BE LESS THAN:
AS INDICATED ON DRAWINGS..............................................6"
5. SURFACES EXPOSED TO ABRASION
4. UNFORMED SURFACE IN CONTACT WITH SUBGRADE.....4"
3. EQUAL TO OR GREATER THAN 24" THICK..........................4"
2. GREATER THAN 12" AND LESS THAN 24" THICK...............3"
1. 12" OR LESS IN THICKNESS.............................PER ACI 318
A. FORMED AND SCREEDED SURFACES:
REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:
11. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR
THE DRAWINGS.
DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
MAXIMUM. ACTUAL SPACING OF REINFORCEMENT IS
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A10.
SHALL COMPLY WITH AWS D1.4.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING
NO WELDING SHALL BE PERMITTED ON REINFORCEMENT9.
CONTRACTING OFFICER.
CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE
FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN8.
APPROVED BY THE CONTRACTING OFFICER.
MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND
BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE
LENGTH CANNOT BE OBTAINED. SPLICE LENGTH
PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED
ARE BARS HAVING MORE THAN 12" OF CONCRETE CAST BELOW.
THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP BARS
TABLE ON THIS SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.
MINIMUM SPLICE AND EMBEDMENT LENGTHS ARE SHOWN IN THE 7.
NOTED.
TO BE IN ACCORDANCE WITH ACI 318-14, UNLESS OTHERWISE
OFFICER CAN BE BENT OR SHIFTED. CLEAR COVER, EMBEDMENT, AND SPLICE LENGTHS
AND OTHER OBSTRUCTIONS, REINFORCEMENT AS DIRECTED BY THE CONTRACTING
ITEMS, ELECTRICAL CROSS OVER, DUCT BANK, COUNTERWEIGHT WELLS,
WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED6.
CONTINUOUS ACROSS EXPANSION JOINTS.
CONSTRUCTION JOINTS. REINFORCEMENT NOT
REINFORCEMENT CONTINUOUS ACROSS 5.
REINFORCEMENT CONTINUOUS AT CORNERS.4.
INSTITUTE.
NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE3.
(FY = 60,000 PSI).
REINFORCEMENT TO CONFORM TO ASTM A615, GRADE 602.
CONCRETING RESPECTIVELY.
ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.
FORCING BARS.
CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.
ACI 301, ACI 315R, AND ACI 318-14A.
UNLESS OTHERWISE NOTED, OF:
CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS,
FABRICATION, AND PLACING OF REINFORCING BARS AND
UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,1.
8 59 45 77 59
7 51 40 67 52
6 35 27 46 36
5 30 23 39 30
4 24 18 32 24
3 18 14 24 19
TOP OTHER TOP OTHER
SIZE LENGTH, IN. LENGTH, IN.
BAR MIN. DEVELOPMENT MIN. CLASS B LAP
REINFORCEMENT EMBEDMENT AND SPLICE TABLE
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SLRCS
STOPLOG RECESS AND TRASH RACK REPLACEMENT
TROY, NY
TROY LOCK
ROCK ISLAND DISTRICT
D
S B
PLAN - DOWNSTREAM EMBEDDED DUCTS AND CROSSOVER DUCT BANKE-102
PARTIAL PLAN - DOWNSTREAM CROSSOVER DUCT BANK E-101
GENERAL ELECTRICAL NOTESE-001
ELECTRICAL
DETAILS - LIFTING BEAMS-531
DETAILS - PROTECTION PLATE ASSEMBLYS-524
DETAILS - PROTECTION PLATE ASSEMBLYS-523
DETAILS - PROTECTION PLATE ASSEMBLYS-522
DETAILS - PROTECTION PLATE ASSEMBLYS-521
DETAILS - STOPLOG RECESS PAINTING S-516
DETAILS - STOPLOG RECESS ASSEMBLY S-515
DETAILS - STOPLOG RECESS ASSEMBLY S-514
DETAILS - STOPLOG RECESS ASSEMBLY S-513
DETAILS - STOPLOG RECESS ASSEMBLY S-512
DETAILS - STOPLOG RECESS GRATING ASSEMBLY S-511
SECTION - SILL COFFERDAM REINFORCEMENT S-341
SECTION - LIFTING BEAMS-331
SECTION - PROTECTION PLATES-321
SECTION - STOPLOG RECESSS-311
SECTION - STOPLOG RECESS REBAR INSTALLATION - RIVER WALL S-304
SECTION - STOPLOG RECESS REBAR INSTALLATION - LAND WALL S-303
SECTION - STOPLOG RECESS REBAR INSTALLATION - RIVER WALL S-302
SECTION - STOPLOG RECESS REBAR INSTALLATION - LAND WALL S-301
ELEVATION - SILL COFFERDAM S-241
ELEVATION - PROTECTION PLATES-221
ELEVATION - LAND AND RIVER WALL STOPLOG RECESS S-211
ELEVATION - STOPLOG RECESS INSTALLATIONS-201
PLAN - SILL COFFERDAM S-141
ISOMETRIC AND PLAN - LIFTING ASSEMBLYS-131
ISOMETRIC AND PLAN - PROTECTION PLATE ASSEMBLYS-121
ISOMETRIC AND PLAN - LAND WALL AND RIVER WALL STOPLOG RECESS AND GRATING ASSEMBLIES S-112
ISOMETRIC AND PLAN - LAND WALL AND RIVER WALL STOPLOG RECESS AND GRATING ASSEMBLIES S-111
PLAN - PROTECTION PLATE INSTALLATIONS-103
PLAN - STOPLOG RECESS INSTALLATIONS-102
OVERALL PLAN - STOPLOG RECESS AND PROTECTION PLATE INSTALLATIONS-101
SECTION - STOPLOG RECESS DEMOLITION - UPSTREAM VIEWSD301
ELEVATION - STOPLOG RECESS DEMOLITIONSD201
PLAN - STOPLOG RECESS DEMOLITIONSD102
OVERALL PLAN - STOPLOG RECESS DEMOLITIONSD101
STRUCTURAL
COVER SHEETG-001
SHEET TITLESHEET ID
SHEET INDEX
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
K
L
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N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
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A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
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C /I
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N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
PLAN SET - STOPLOG RECESS
HUDSON RIVER BASIN
of Engineers
US Army Corps
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
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G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
D
S B
CONTROL BUILDING
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
O P
L O
G R
E C
E S
S D
E M
O L
IT
IO
N
O V
E R
A L
L P
L A
N
SD101
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
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A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
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IP
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IO
N D
A T
E
SHEET ID
C O
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FLOW
LAND WALL
RIVER WALL
NORTH
PLAN
A1
PLAN - STOPLOG RECESS
SCALE: 3/64"=1'-0"
COFFERDAM SILL NOT SHOWN FOR CLARITY. 3.
FENCING AND ACCESS RESTRICTION NOT SHOWN FOR CLARITY.2.
HANDRAIL NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
0 64'32'16'
SD102
A1
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
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IG
N C
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T E
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R D
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L A
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U .S
A R
M Y C
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P S
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L
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I S
L A
N D
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IS
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IC
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A N
S I
D
S O
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T
IO
N
S T
O P
L O
G R
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S A
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A C
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L A
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M E
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N
Y
T R
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U D
S E
O P
L O
G R
E C
E S
S D
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IT
IO
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P L
A N
SD102
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
W D
S B
ROOF LINE
2ND STORY
STAIRS
8'-3" 10'-0"
11'-9"
11'-9"
WELL
COUNTERWEIGHT
RECESS
STOPLOG
RECESS
STOPLOGD
WELL
COUNTERWEIGHT
HANDRAIL
STAIRS
6"
6"
/2
2'-11 1/2 "
4'-0" 2'-11 1/2 "
4'-0"
8'-3" 10'-0"
1 1
4'-0 1/2 "
/2
4'-0 1/2 "
10'-10 1/2 "
8'-0 1/2 "
/2
6'-9" 1'-6"
3'-0"
7'-6"
/2
HANDRAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
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IG
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D B
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D A
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IO
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E
SHEET ID
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
55 56
FLOW
LOCK OPERATING HOUSE
CROSSOVER
ELECTRICAL
STOP LOG SILL
STOP LOG SILL
CROSSOVER
ELECTRICAL
PULLBOX
CROSSOVER
ELECTRICAL
D U
C T
B A
N K
E L
E C
T R
IC
A
L
DUCT BANK
ELECTRICAL
RIVER WALL
LAND WALL
COFFERDAM SILL NOT SHOWN FOR CLARITY. 3.
SOME PARTS OF THE ELECTRICAL DUCT BANK ARE UNDER THE STAIRS.2.
HANDRAIL TO BE REMOVED AS NECESSARY AND REPLACED.1.
GENERAL SHEET NOTES
A1
PLAN - STOPLOG RECESS DEMOLITION
1/2"=1'-0"SCALE:
NORTH
PLAN
0 2' 4'1'
DUCT BANK
ELECTRICAL
SHEET KEYNOTES
DUCT BANKS OR CROSSOVER IS PROHIBITED. SEE E SHEETS.
FIELD-VERIFY THE LOCATIONS OF ALL ELECTRICAL UTILITIES. DEMO INTO THE 1.
PULLBOX
CROSSOVER
ELECTRICAL
SD301
A1
SD201
A1
SD201
A11
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
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IG
N C
E N
T E
R L
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C K I S
L A
N D D
IS
T R
IC
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G
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E E
R S
U .S
A R
M Y C
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P S
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IN
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IS
T R
IC
T
A N
S I
D
S O
L
IC
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A
T
IO
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S T
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L O
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E C
E S
S A
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A S
H R
A C
K R
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M E
N T
T R
O Y
N
Y
T R
O Y
L O
/0
R
U D
S E
O P
L O
G R
E C
E S
S D
E M
O L
IT
IO
N
E L
E V
A T
IO
N
SD201
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
W D
S B
CROSSOVER
ELECTRICAL
SILL
STOPLOG
SILL
STOPLOG
CROSSOVER
ELECTRICAL
10'-0"
HANDRAIL
HANDRAIL
10'-0"
3'-6"
7'-6 1/2 "
4'-0"
3'-6"
4'-0"
7'-6 1/2 "
7'-0 1/2 "
1'-11" 1'-11"
8'-3" 8'-3"
DUCT BANK
ELECTRICAL
DUCT BANK
ELECTRICAL
7'-0 1/2 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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B M
IT
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E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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S O
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IC
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A
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IO
N N
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IS
S
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D A
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S I Z
E
M A
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D E
S C
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N D
A T
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SHEET ID
C O
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R A
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FLOW
EL. 0.0
EL. -16.0
EL. +24.0
EL. +18.0
EL. 0.0
EL. -16.0
EL. +24.0
EL. +18.0
FLOW
A1
ELEVATION - STOPLOG RECESS DEMOLITION- LAND WALL
1/4"=1'-0"SCALE:
A11
ELEVATION - STOPLOG RECESS DEMOLITION- RIVER WALL
1/4"=1'-0"SCALE: 0 4' 8'2' 0 4' 8'2'
COFFERDAM SILL NOT SHOWN FOR CLARITY. 3.
SURVEY DATA.
UPSTREAM FACE / BEARING FACE OF SLOT WILL NEED TO BE VERIFIED WITH 2.
HANDRAIL TO BE REMOVED AS NECESSARY AND REPLACED.1.
GENERAL SHEET NOTES
SHEET KEYNOTES
WITH 03 31 0 3.7.2.
EXISTING RECESS SLOT TO HAVE ALL SURFACES PREPPED IN ACCORDANCE 2.
DUCT BANKS OR CROSSOVER IS PROHIBITED. SEE E SHEETS.
FIELD-VERIFY THE LOCATIONS OF ALL ELECTRICAL UTILITIES. DEMO INTO THE 1.
TYPICAL WATER EL TYPICAL WATER EL
M V
D
N D
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M E
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T R
O Y
N
Y
T R
O Y
L O
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R
U D
S E
L L
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S T
R E
A M
V
IE
W
S T
O P
L O
G R
E C
E S
S D
E M
O L
IT
IO
N
S E
C T
IO
N
SD301
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
W D
S B
SILL
STOPLOG
CONDUIT DUCT BANK
INTO ELECRTICAL
DO NOT BREAK
WELL
COUNTERWEIGHT
HANDRAIL HANDRAIL
RIVER WALL
CHAMBER FACE
LAND WALL
CHAMBER FACE
3'-6"2'-0"
3'-6"
6" 5 1/2 "
RECESS
STOPLOG
EXISTING
RECESS
STOPLOG
EXISTING
2'-0 1/2 "45'-0"
2'-9 1/2 " 2'-9"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
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M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
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N B
Y
D E
S
IG
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D B
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S O
L
IC
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A
T
IO
N N
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IS
S
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D A
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S I Z
E
M A
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D E
S C
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SHEET ID
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U .S
A
R M
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P S
O F
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G
IN
E E
R S
EL. 0.0
EL. -16.0
EL. +18.0
A1
SECTION- STOPLOG RECESS DEMOLITION - UPSTREAM VIEW
1/4"=1'-0"SCALE: 0 4' 8'2'
EL. +18.0
EL. -16.0
EL. -20.0
COFFERDAM SILL NOT SHOWN FOR CLARITY. 2.
HANDRAIL TO BE REMOVED AS NECESSARY AND REPLACED. 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
ACCORDANCE WITH 03 31 00.
EXISTING STOPLOG RECESS SLOT TO HAVE ALL SURFACES PREPPED IN 1.
TYPICAL WATER EL
M V
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IS
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CONTROL BUILDING
A N
S I
D
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T
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S-101
C S
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H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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Y
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S
IG
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D B
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US Army Corps
U .S
A
R M
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P S
O F
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E E
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FLOW
LAND WALL
RIVER WALL
NORTH
PLAN
A1
OVERALL PLAN - STOPLOG RECESS AND PROTECTION PLATE INSTALLATION
SCALE: 3/64"=1'-0"
FENCING AND ACCESS RESTRICTION NOT SHOWN FOR CLARITY.2.
HANDRAIL NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
0 64'32'16'
S-102
A1
M V
D
N D
C
IN
L A
N D N
A V
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IS
T R
8'-3"
3'-6" 2'-5 1/2 "
WELL
WEIGHT
COUNTER
WELL
WEIGHT
COUNTER
FACE
CHAMBER
FACE
CHAMBER
8'-3"
6"
2'-5 1/2 "3'-6" 4'-0 1/2 "
4'-0 1/2 "
/2
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
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S-102
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A
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T R
Y L
C K
A B
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C K
E N
S T
E D
T
SLRCS
13'-9 3/4 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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S U
B M
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®of Engineers
US Army Corps
U .S
A
R M
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P S
O F
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IN
E E
R S
COFFERDAM SILL NOT SHOWN FOR CLARITY.5.
RECESS BAR GRATING NOT SHOWN FOR CLARITY.4.
FENCING AND ACCESS RESTRICTION NOT SHOWN3.
HANDRAIL NOT SHOWN2.
PROTECTION PLATE ASSEMBLY NOT SHOWN1.
GENERAL SHEET NOTES
FLOW
LAND WALL
RIVER WALL
0 2' 4'1'
NORTH
PLAN
STOPLOG SILL
DUCT BANK
ELECTRICAL
CROSSOVER
ELECTRICAL
STOPLOG SILL
D U
C T
B A
N K
E L
E C
T R
IC
A
L
CROSSOVER
ELECTRICAL
A1
PLAN - STOPLOG RECESS INSTALLTION
1/2"=1'-0"SCALE:
PULLBOX
CROSSOVER
ELECTRICAL
PULLBOX
CROSSOVER
ELECTRICAL
J13
DETAIL - CHAMBER FACE CONCRETE TRANSITION
SCALE: 1 1/2" = 1' 1' 2'0 6"
CL STOPLOG RECESS
D U C T B
A N
K
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C T R
IC
A L
D U C T B
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K
E
LE
C T R
IC
A L
M J
M J
PRELIMINARY
TYP
S-201
A1
S-201
A11
S-102
J13
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
CHAMBER FACE
CHAMBER FACE
ELECTRICAL DUCT BANK
ELECTRICAL DUCT BANK
/4
/4
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
P
O T
E C
T
IO
N P
L A
T E
I N
S T
A L
L A
T
IO
N
P L
A N
S-103
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
2'-1 1/2 "2'-1 1/2 " 2'-1 1/2 "2'-1 1/2 "
/2
/2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
COR.
SHIM FITMENT OF THE PROTECTION PLATE TO BE COORDINATED WITH THE 4.
RECESS BAR GRATING NOT SHOWN FOR CLARITY.3.
STAIRS NOT SHOWN FOR CLARITY.2.
REPLACED.
HANDRAIL NOT SHOWN. HANDRAIL TO BE REMOVED AS NECESSARY AND 1.
GENERAL SHEET NOTES
FLOW
25 56
A1
PLAN - PROTECTION PLATE INSTALLATION - LAND WALL
SCALE: 1" = 1'-0" 0 1' 2'6" A11
PLAN - PROTECTION PLATE INSTALLATION - RIVER WALL
SCALE: 1" = 1'-0" 0 1' 2'6"
FLOW
SHEET KEYNOTES
RECESSED FROM THE CHAMBER SURFACE.
ADJUST PROTECTION PLATE ASSEMBLY SUCH THAT THE SKIN PLATE IS 1/4" 2.
STOPLOG RECESS.
OF THE SIDE ANGLES IS 1/2" INSET FROM THE FACE OF THE ADJACENT
ADJUST PROTECTION PLATE SIDE ANGLES SUCH THAT THE CHAMBER FACE 1.
S-121-A1 S-121-A1
S-111-A1 S-111-A1
L
S-201
A1
S-201
A11
RECESS
C STOPLOG
L
RECESS
C STOPLOG
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
6'-5 1/2 "
/8
3'-1 1/2 " *
/8
/8
6 3/4 "
4'-3"
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
L L
L A
N D
W A
L L
A N
D R
IV
E
R W
A L
L
S T
O P
L O
G R
E C
E S
S A
N D
G R
A T
IN
G
A S
S E
M B
L
IE
S
IS
O
M E
T R
IC
A
N D
P L
A N
S-111
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
RECESS BAR GRATING SHOWN AS TRANSPARENT FOR CLARITY EXCEPT J12.1.
GENERAL SHEET NOTES
0 2' 4'1' 0 2' 4'1' 1' 2'0 6"
FLOW
FL
OW
* CRITICAL DIMENSION FOR OPERATIONAL FIT OF STOPLOGS AND PROTECTION PLATE ASSEMBLY
1 OPPOSITE HAND FOR RIVER WALL
1 AS SHOWN FOR LAND WALLQUANTITY:
A1
ISOMETRIC - FRONT - LAND WALL
1/2"=1'-0"SCALE:
A7
ISOMETRIC - REAR - LAND WALL
1/2"=1'-0"SCALE:
A12
PLAN - LAND WALL
1/2"=1'-0"SCALE:
FL
O
W
S-511-H7
J12
PLAN - LAND WALL WITH GRATING
1/2"=1'-0"SCALE: 1' 2'0 6"
1/4
S-211
A1
S-211
A7
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
3'-8 1/2 "
4'-3"
TYP
3/4" x 6" HCA
1'-0" TYP OF 41 1/2 " TYP
/8
/8
/8
R
U D
S E
L L
L A
N D
W A
L L
A N
D R
IV
E
R W
A L
L
S T
O P
L O
G R
E C
E S
S G
R A
T
IN
G A
S S
E M
B L
Y
IS
O
M E
T R
IC
A
N D
P L
A N
S-112
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
RECESS BAR GRATING NOT SHOWN FOR CLARITY. 1.
GENERAL SHEET NOTES
S-511-A13
FLOW
S-511-A7
S-511-E1
S-511-H13
S-511-E7
S-511-E13
A1
PLAN - RECESS GRATING ASSEMBLY
3"=1'-0"SCALE: 6"0 3" 1' A14
ISOMETRIC - RECESS GRATING ASSEMBLY
1 1/2"=1'-0"SCALE: 1' 2'0 6"
S-511-A1
S-511-A1
S-511-A7 1/4
S-311
J1
S-311
J11
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
R
U D
S E
O T
E C
T
IO
N P
L A
T E
A S
S E
M B
L Y
IS
O
M E
T R
IC
A
N D
P L
A N
S-121
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EXCEPT SCREW PIN SHACKLES AND UHMW-PE GUIDE BLOCKS.
PROTECTION PLATE ASSEMBLIES TO BE PAINTED WITH 5-E-Z SYSTEM 3.
LIMIT OF 25 TONS EACH.
STRAPS / CHAINS. PIN DIAMETER TO BE 2 INCHES AND A WORKING LOAD
SCREW PIN SHACKLES TO CLEAR ALL STEEL WHEN IN USE WITH LIFTING 2.
TOTAL OF FOUR.
PROVIDE TWO SCREW PIN SHACKLES PER PROTECTION PLATE ASSEMBLY, 1.
GENERAL SHEET NOTES
A1
ISOMETRIC - PROTECTION PLATE ASSEMBLY
1/2"=1'-0"SCALE:
A9
PLAN - PROTECTION PLATE ASSEMBLY
3"=1'-0"SCALE: 0 2' 4'1' 6"0 3" 1'
2 AS SHOWN - 1 LAND WALL AND 1 RIVER WALLQUANTITY:
S-221
A1
S-221
A15
S-221
A9
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
49'- 1 5/8"
N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
IF
T
IN
G A
S S
E M
B L
Y
IS
O
M E
T R
IC
A
N D
P L
A N
S-131
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
SLRCS
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FINIAL APPROVAL WITH FITMENT.
VERIFY FIT WITHIN RECESS AND REMOVE SHIMS AS NEEDED WITH THE COR'S 4.
ASSEMBLED ON EACH END OF THE LIFTING BEAM.
PAINT BOTH SIDES OF THE HOLES BEFORE SHIMS AND GUIDE BLOCKS ARE 3.
DRILLING
DRILL HOLES IN THE LIFTING BEAM IN THE FIELD. DEBUR HOLES AFTER 2.
FIELD-VERIFY LIFTING BEAM DIMENSIONS FOR GUIDE BLOCKS AND SHIMS.1.
GENERAL SHEET NOTES
A1
ISOMETRIC - LIFTING BEAM
1 1/2"=1'-0"SCALE:
A13
PLAN - LIFTING BEAM
1 1/2"=1'-0"SCALE: 1' 2'0 6" 1' 2'0 6"
S-531-A1
S-331
A1
S-331
A9
S-331
A9
S-331
A1
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
WELL
WEIGHT
COUNTER
FACE
CHAMBER
FACE
CHAMBER
23'-0"
23'-0"
J R
U D
S E
IL
L C
O F
F E
R D
A M
P L
A N
S-141
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FLOW
LAND WALL
RIVER WALL
0 2' 4'1'
NORTH
PLAN
STOP LOG SILL
STOP LOG SILL
CROSSOVER
ELECTRICAL
A1
PLAN - SILL COFFERDAM
1/2"=1'-0"SCALE:
PULLBOX
CROSSOVER
ELECTRICAL
PULLBOX
CROSSOVER
ELECTRICAL
CL STOPLOG RECESS
D U C T B
A N
K
E
LE
C T R
IC
A L
CROSSOVER
ELECTRICAL
STAIRS NOT SHOWN FOR CLARITY. 1.
GENERAL SHEET NOTES
S-241
A1
S-341
A1
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
EXISTING
SILL
STOPLOG
EXISTING
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
O P
L O
G R
E C
E S
S I
N S
T A
L L
A T
IO
N
E L
E V
A T
IO
N
S-201
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
10'-0"
10'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
COFFERDAM SILL NOT SHOWN FOR CLARITY.5.
RECESS BAR GRATING NOT SHOWN FOR CLARITY.4.
FENCING AND ACCESS RESTRICTION NOT SHOWN.3.
HANDRAIL NOT SHOWN.2.
PROTECTION PLATE ASSEMBLY NOT SHOWN.1.
GENERAL SHEET NOTES
FLOW
A1
ELEVATION - STOPLOG RECESS INSTALLATION - LAND WALL
SCALE: 3/8" = 1'-0"
A11
ELEVATION - STOPLOG RECESS INSTALLATION - RIVER WALL
SCALE: 3/8" = 1'-0"
FLOW
RECESS
C STOPLOGL
RECESS
C STOPLOGL
EL 18.00
TOW
EL -16.00
STOPLOG SILL
EL -16.00
STOPLOG SILL
EL 18.00
TOW
4'0 2' 8' 4'0 2' 8'
S-301
A1
S-301
A1
S-302
A15 S-301
A15
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
/4
/8
/4
/8
/4
TYP
3/4"x 6" HCA
SPLICE
SPLICE
/8
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
L L
L A
N D
A N
D R
IV
E
R W
A L
L
S T
O P
L O
G R
E C
E S
S
E L
E V
A T
IO
N
S-211
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 2' 4'1' 0 2' 4'1'A7
ELEVATION - BACK
1/2"=1'-0"SCALE:
FLOW
FLOW
S-513-A11 S-512-A1
S-512-A1S-513-A1
S-514-A1
S-515-G1
S-514-A13
S-515-A1
S-514-A7
LAND WALL SHOWN - RIVER WALL OPPOSITE HAND1.
GENERAL SHEET NOTES
Y
P O
F
O F
T Y
P T
Y P
T Y
P O
F
S-515-D1
A1
ELEVATION - FRONT
1/2"=1'-0"SCALE:
S-515-K1
S-515-A1
1/2
S-311
A1
S-311
A11
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
1/4 " 1/4 "
/2
/2
T Y
P O
F
3'- 1/2 "
1 1/8 " 1 1/8 "
2'-5 1/2 "
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
O T
E C
T
IO
N P
L A
T E
E L
E V
A T
IO
N
S-221
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
ELEVATION - PROTECTION PLATE
1/2"=1'-0"SCALE:
A8
ELEVATION
SCALE: 1/2"=1'-0"0 2' 4'1' 0 2' 4'1'
S-524-L1
S-523-D13
S-523-A13
S-523-F7
S-521-A1
S-524-A9
S-522-A1
S-522-F1
S-524-A1
S-524-F9
CL
CL
CL
1/4
TYP
CL CL
A15
ELEVATION
SCALE: 1/2"=1'-0" 0 2' 4'1'
S-522-L1
S-523-F1
S-523-A1
S-523-A7
S-522-A16
S-522-A10
S-221
A8
S-221
A15
S-321
A1
S-321
A11
S-321
H11
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
EXISTING
A1
SCALE: 3/4"=1'-0"
ELEVATION - LAND WALL SILL COFFERDAM
5'-0"4'-2"3'-4" 3'-0"
J R
U D
S E
L C
O F
F E
R D
A M
E L
E V
A T
IO
N
S-241
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
CHAMFER
6" X 6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ELEVATION OF 1 FT FOR SILT.
REMOVE SILT WITHIN THE FOOTPRINT OF THE COFFERDAM SILL. ASSUME 2.
LAND WALL SHOWN RIVER WALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
FLOW
RECESS
C STOPLOGL
EL -16.00
STOPLOG SILL
2'0 1' 4'
CROSSOVER
C ELECTRICAL L
EL VARIES
BOTTOM OF SILL
ELECTRICAL CROSSOVER
EL -16.6 +/- 1.0
CROSSOVER
S-341
A12
S-341
G1
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
ASSEMBLY
RECESS
STOPLOG
FACE OF LOCK WALL
10" 10" 1'-6"1'-3" 1'-3"5"
5"
C
L R
C
L R
1'-3" TYP
6"
R
15.5°
9"
DETAIL
SCALE: 1 1/2" = 1'-0"
E15
DETAIL
J15
/1
4"
2 SPACES @ 1'-0" = 2'-0" 9"
2 SPACES @ 1'-0" = 2'-0" 4"
3'- 1/2 "
2'-9 1/2 "
2'- 1/2 "
TYP
HORIZONTAL
0'-11" HOOK
#6 BAR WITH
TYP
HORIZONTAL
2'-0" HOOK
#6 BAR WITH
TYP
VERTICAL
1' HOOK
#6 BAR
TYP
VERTICALLY
#4 BARS
TYP OF 2
TOP ROW ONLY
#4 - 3'- 4"
TYP
#6 BAR
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
L L
L A
N D
W A
L L
S T
O P
L O
G R
E C
E S
S R
E B
A R
I N
S T
A L
L A
T
IO
N
S E
C T
IO
N
S-301
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
TYP
ALONG LENGTH OF #4B
#4 HORIZONTAL @6"
#4B @ 1'-0"
TYP
1'-3" IN EPOXY GROUT
#6 ANCHOR EMBEDDED
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FLOW
A1
SECTION - STOPLOG RECESS REBAR INSTALLATION - LAND WALL
SCALE: 1" = 1'-0" 0 1' 2'6"
COUNTER WEIGHT WELL
PULL BOX
CROSSOVER
ELECTRICAL
DUCT BANK
ELECTRICAL
A15
SECTION
1"=1'-0"SCALE: 0 1' 2'6"
1' 2'0 6"
1' 2'0 6"
STAIRS NOT SHOWN FOR CLARITY. 3.
SECTION A15 NOT SHOWING #6 REBAR FOR CLARITY. 2.
BE COORDINATED WITH THE COR.
ANY FIELD ADJUSTMENT ADJACENT TO THE DUCT BANK OR CROSSOVER TO 1.
GENERAL SHEET NOTES
T Y
P
T Y
P
C L
R
ASSEMBLY
RECESS
C STOPLOGL
T Y
P
S-303
A1
S-303
A11S-301
J15 S-301
E15
S-301
A15
S-301
A15
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
ASSEMBLY
RECESS
STOPLOG
FACE OF LOCK WALL
1'-3"
10" 10" 1'-6"1'-3" 1'-3"
5"
5"
C
L R
C
L R
6"
R 9"
DETAIL
E15
DETAIL
J15
4"2 SPACES @ 1'-0" = 2'-0"
1'- 1/2 "
2'- 1/2 "
4"
2 SPACES @ 1'-0" = 2'-0" 9"
3'- 1/2 "
2'-9 1/2 "
DUCT BANK TO BE 3" AWAY FROM DUCT BANK
THAT INTERFERE WITH ELECTRICAL
TOP ROW OF REINFORCING BARS
TYP
#4 BARS VERTICALLY
TYP
HORIZONTAL
2'-0" HOOK
#6 BAR
TYP
HORIZONTAL
0'-11" HOOK
#6 BAR
TYP
#6 BAR
TYP
VERTICAL
1' HOOK
#6 BAR
TYP OF 2
TOP ROW ONLY
#4 - 3'- 4"
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
L L
R
IV
E R
W A
L L
S T
O P
L O
G R
E C
E S
S R
E B
A R
I N
S T
A L
L A
T
IO
N
S E
C T
IO
N
S-302
C S
C H
U M
A C
H E
R
A
C A
M P
B E
T R
Y L
C K
A B
O E
C K
E N
S T
E D
T
SLRCS
TYP
ALONG LENGTH OF #4B
#4 HORIZONTAL @6"
#4B @ 1'-0"
TYP
1'-3" IN EPOXY GROUT
#6 ANCHOR EMBEDDED
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
C O
N T
R A
C T
/T .O
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P R
O J E
C T
C O
D E
M A
T O
C /I
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IQ
C O
N T
R A
C T
N O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FLOW
0 1' 2'6"
WELL
WEIGHT
COUNTER
A1
SECTION - STOPLOG RECESS REBAR INSTALLATION - RIVER WALL
1"=1'-0"SCALE:
PULL BOX
CROSSOVER
ELECTRICAL
ASSEMBLY
RECESS
C STOPLOGL
DUCT BANK
ELECTRICAL
D U C T B
A N
K
E L E C T R
IC
A L
A15
SECTION - RECESS CONCRETE RIVERWALL DS
1"=1'-0"SCALE: 0 1' 2'6"
D U C T B
A N
K
E L E C T R
IC
A L
1' 2'0 6"
1' 2'0 6"
STAIRS NOT SHOWN FOR CLARITY. 3.
SECTION A15 NOT SHOWING #6 REBAR FOR CLARITY. 2.
BE COORDINATED WITH THE COR.
ANY FIELD ADJUSTMENT ADJACENT TO THE DUCT BANK OR CROSSOVER TO 1.
GENERAL SHEET NOTES
T Y
P
C L
R
TYP
T Y
P
T Y
P
S-304
A1
S-304
A11
S-302
E15
S-302
J15
S-302
A15
S-301
A15
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
R O
C K I S
L A
N D D
IS
T R
IC
T
E N
G
IN
E E
R S
U .S
A R
M Y C
O R
P S
C K
I S
L A
N D
IL
L
IN
R O
C K
I S
L A
N D
D
IS
T R
S
P A
C E
S
S
P A
C E
S
5"
90° BEND UPWARDS THIS ROW ONLY
1'-3"
1'-3"
A11
SCALE: 1/2"=1'-0"
SECTION - STOPLOG RECESS UPSTREAM LANDWALL
TYP
VERTICAL
#4 BAR
TYP
#6 BAR
TYP
#6 BAR
TYP
VERTICAL
#4 BAR
A N
S I
D
S O
L
IC
IT
A
T
IO
N
S T
O P
L O
G R
E C
E S
S A
N D
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
T R
O Y
N
Y
T R
O Y
L O
D
S B
/0
R
U D
S E
L L
L A
N D
W A
L L
S T
O P
L O
G R
E C
E S
S R
E B
A R
I N
S T
A L
L A
T
IO
N
S E
C T
IO
N
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