W912EK19R0016_AMEND_0003_DRAWINGS.pdf
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Amendment 0003 Drawings
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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES
REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE AND LOCATION.14.
RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESSES.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL OF THE
" GAP2
1IT IS INTENDED TO POSITION RECESSES TO ACHIEVE A 113.
".2
1ANOTHER MORE THAN
BULKHEAD RECESSES SHALL NOT VARY IN ALIGNMENT WITH ONE12.
IN 10'-0".
"16
1BULKHEAD RECESSES SHALL NOT VARY FROM PLUMB MORE THAN 11.
AND FABRICATION OF MATERIAL.
SHOWN ON THE DRAWINGS PRIOR TO SHOP DRAWING PREPARATION
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS10.
FOR NECESSARY PLAN OR GRADE CHANGES.
ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
CONSTRUCTION. CONTRACTOR SHALL NOTIFY IF ANY DISCREP-
TION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO
FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE9.
THAT MAY AFFECT THE COMPLETION OF THIS WORK.
OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER8.
EQUIPMENT.
HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR
SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION
UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR7.
AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED6.
MSL 1912.
AS (EL. XX.XX') REFERENCED TO THE REFERENCE ELEVATION,
ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED5.
COMPLETION OF THE PROJECT.
SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
TEMPORARY BRACING, GUYS OR TIE DOWNS. SUCH MATERIAL
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS
SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
STABLE. IT IS THE CONTRACTOR'S SOLE
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND4.
NING WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGIN-
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.
FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.
TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS
OTHER DRAWINGS. COORDINATE THE WORK OF OTHER
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.
THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND1.
SOLICITATION
FORM WORK.
COMPONENTS SHALL BE SEPARATE FROM THE CONCRETE
PRIOR TO ERECTION OF CONCRETE FORM WORK. ALL THESE
ARMOR, ANCHORS, REINFORCING, EMBEDDED METALS, ETC.,
13. CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL
REMOVAL LIMITS.
NOTED OTHERWISE. CUT/SAW ARMOR AT CONCRETE
REPLACEMENT SHALL BE REMOVED AND REPLACED UNLESS
12. EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE
FIELD ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
11. CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE
APPROVED BY THE CONTRACTING OFFICER.
ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE
THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
10. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE
STRENGTH OF 1,000 PSI.
BEGIN UNTIL THE TREMIE HAS REACHED A COMPRESSIVE
LIMITED TO 6 FT. THE NEXT LIFT PLACEMENT SHALL NOT
9. TREMIE PLACEMENT BEHIND THE PRECAST PANEL IS
UNLESS NOTED OTHERWISE.
COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT 28 DAYS,
8. CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM
UNLESS NOTED OTHERWISE.
COMPRESSIVE STRENGTH (fc) OF 6,500 PSI AT 28 DAYS
7. ALL PRECAST PANEL CONCRETE SHALL HAVE A MINIMUM
28 DAY, UNLESS NOTED OTHERWISE.
MINIMUM COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT
6. ALL TREMIE CONCRETE SHALL HAVE A
3/4" UNLESS NOTED OTHERWISE.
5. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED
PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND MAINTAINED SECURELY IN
4. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,
SURFACES.
ON GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
3. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS
FULL MESH SPACING.
WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ON
ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED
2. WELDED WIRE REINFORCEMENT SHALL CONFORM TO
WITH (ACI 318).
BY THE CONTRACTOR SHALL BE IN ACCORDANCE
CONCRETE (ACI 301). ALL CONCRETE DESIGN PERFORMED
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE
STUD WELDING SHALL CONFORM TO AWS D1.1.16.
ALL FILLET WELDS SHALL RECEIVE 100% MAGNETIC PARTICAL TESTING.15.
ASSEMBLY.
SURFACES SHALL BE COATED WITH PRIMER PRIOR TO
ALL FAYING SURFACES WITH THE EXCEPTION OF GALVANIZED14.
ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 UNO.
TESTING AND INSPECTION OF WELDS SHALL BE IN13.
SPECIFICATIONS.
STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED12.
(STAINLESS STEEL), SEE SPECIFICATIONS.
ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL11.
THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.
SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF
ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED10.
TREATMENT FROM MANUFACTURER/FABRICATOR.
CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED
WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,
ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED9.
AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND8.
THE CONTACT.
FILLET WELD IN THE PLANS ALONG ALL EDGES OF
WATERTIGHT BY RUNNING THE SPECIFIED SIZED
INTENDED TO BE SUBMERGED SHALL BE SEALED
STEEL SURFACES IN CONTACT WITH MEMBERS 7.
DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL6.
APPROVAL.
DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR
DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 5.
WITH CRESELECTRODES.
WELDS ON CORROSION RESISTING STEEL SHALL BE MADE
CONTRACT SPECIFICATION, USING 70 KSI ELECTRODES, ALL
AWS D1.1, IN ACCORDANCE WITH THE
ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF4.
FABRICATION.
COATED IN ACCORDANCE WITH ASTM A123 AFTER
WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE
GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE3.
(* Fy BASED ON 0.2% OFFSET STRAIN)
(Fy IS THE MINIMUM YIELD STRENGTH)
Fy = 30 KSI*ASTM A276 TYPE 304F. CRES:
ASTM F3125 GR A325 PLAIN.E. HIGH-STRENGTH BOLTS:
ASTM F1554 GRADE 105 Fy = 105 KSID. ANCHOR RODS:
Fy = 50 KSIASTM A572C. SHAPES/PLATES:
Fy = 35 KSIASTM A53 GRADE BB. PIPE:
Fy = 50 KSIASTM A572A. W-SHAPES:
SHALL MEET THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.
FOURTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.
ADHESIVE ANCHOR NOTES
OFFICER'S REPRESENTATIVE.
EMBEDDED IN HARDENED, SOUND CONCRETE, UNLESS APPROVED BY CONTRACTING
21. REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE BENT AFTER BEING ADHESIVELY
DAMAGED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
SURFACE. ANCHORS DISPLACED BEFORE FULL ADHESIVE CURE SHALL BE CONSIDERED
DRAWINGS, ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE CONCRETE
DISPLACEMENT WHILE THE ADHESIVE CURES. UNLESS SHOWN OTHERWISE ON THE
20. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED IN-PLACE TO PREVENT
LOOSE RUST, PAINT, OR OTHER COATINGS.
19. ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN, OIL-FREE, AND FREE OF
TO PREVENT LOSS OF THE ADHESIVE DURING CURING.
THE SURFACE SHALL BE SEALED AT HORIZONTAL TO VERTICALLY OVERHEAD LOCATIONS
ANCHOR TO THE SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND ANCHORS AT
WITHDRAWN AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATING THE
TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND
18. UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE SHALL BE DISPENSED THROUGH A
HOLE HAS BECOME CONTAMINATED AFTER INITIAL CLEANING.
IF IN THE OPINION OF THE ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE THAT THE
17. A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING THE HOLE WAS JUST DRILLED, UNTIL THE ADHESIVE IS INSTALLED.
16. DRILLED AND CLEANED ANCHOR HOLES SHALL BE PROTECTED FROM CONTAMINATION
REQUIRED BY THE MPII.
15. ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE INJECTION, AS
OR ROCK DRILL.
14. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A ROTARY IMPACT HAMMER DRILL
BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP VACUUMS, WRENCHES, ETC.
ANCHOR INCLUDING, BUT NOT LIMITED TO DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,
13. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO INSTALL THE ADHESIVE
INSTALLATION INSTRUCTIONS (MPII).
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S PRINTED
ADHESIVE ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS POST-INSTALLED ADHESIVE
12. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL
RECOMMENDED BY THE MANUFACTURER.
11. ADHESIVE SHALL BE STORED AND INSTALLED AT THE SERVICE TEMPERATURE RANGE
DEPTH SHALL BE 1'-6" AND MINIMUM STICK-OUT SHALL BE 6".
OF ANCHORS BEING INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM EMBEDMENT
SHALL BE AS SHOWN ON THE DRAWING OR DETAIL FOR THE PARTICULAR ANCHOR OR GROUP
10. EMBEDMENT DEPTH AND ANCHOR PROJECTION (STICK-OUT) FROM THE CONCRETE SURFACE
LEAST 50 DEGREES FAHRENHEIT.
9. CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL BE AT
AGE OF 21 DAYS.
8. CONCRETE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A MINIMUM
TIME OF ADHESIVE ANCHOR INSTALLATION.
7. NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT THE
ASTM A615, GRADE 60.
6. REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS ASSEMBLIES SHALL CONFORM TO
ON THE DRAWINGS.
5. ALL-THREADED ROD TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS NOTED
b. UNCRACKED CONCRETE BOND STRESS: ԏuncr = 1670 PSI
a. CRACKED CONCRETE BOND STRESS: ԏcr = 805 PSI
THE DESIGN USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:
ANCHORS, THE FOLLOWING MINIMUM VALUES FOR BOND STRESS WERE ASSUMED FOR
4. ANCHORAGE DESIGN IS IN ACCORDANCE WITH CHAPTER 17 OF ACI 318-14. FOR ADHESIVE
SUPPLIES FOR PROPERTY CLEANING THE DRILLED HOLE.
NOZZLE, EXTENSION TUBE, A DISPENSING GUN, AND ALL MANUFACTURER RECOMMENDED
SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE NEW ADHESIVE, A CLEAN MIXING
3. THE ADHESIVE ANCHORS SELECTED SHALL BE SUPPLIED AS AN ENTIRE SYSTEM. THE
CONCRETE AND COMMENTARY.
ACCEPTANCE CRITERIA FOR QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN
SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY PUBLISHED ACI 355.4,
2. THE ADHESIVE ANCHOR SYSTEM USED FOR POST-INSTALLED ANCHORAGE TO CONCRETE
1. DESIGN BASIS: HILTI HIT-RE 500 V3.
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GENERAL SHEET NOTES
A7
SECTION
LANDWALL
i) h) g) f) e) d) c) b) a)
6.
5.
4.
3.
2.
1.
7.
WITHIN 50 DAYS AFTER NTP
SURVEY SHALL BE COMPLETED WITHIN 45 DAYS OF NOTICE TO PROCEED (NTP) AND RESULTS SUPPLIED TO THE GOVERNMENT
RIVER WALL
0 4' 16'8'SCALE : 1/8"=1'-0"
BETWEEN WALLS.
LANDWALL AND IC1 TO FACE OF RIVERWALL, TO VERIFY DISTANCE
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND IC1, AS WELL AS DISTANCE FROM LC1 TO FACE OF
CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE RIVER WALL, 90 DEGREES TO LINE GH, BY SURVEY.
CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.
NEW MONUMENTS.
GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET
FEET APART.
TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5
BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM
BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE
SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.
AT DIMENSION SHOWN.
LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE OF THE BULKHEAD RECESS
MORE THAN FIVE FEET APART.
MINIMUIM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO
CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4. THE
ESTABLISH LINE CD: FROM A POINT 48 FEET UPSTREAM TO A POINT 51 FEET DOWNSTREAM OF PRELIMINARY RECESS
MORE THAN FIVE FEET APART.
MINIMUIM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO
THE CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE AB: FROM A POINT48 FEET UPSTREAM TO A POINT 51 FEET DOWNSTREAM OF PRELIMINARY RECESS
CL
CL
STA. 35+46.87
RECESS CENTERLINE
PRELIMINARY BULKHEAD
STA. 35+46.87
RECESS CENTERLINE
PRELIMINARY BULKHEAD
A B
C D
G H
A1
BULKHEAD RECESS SURVEY PLAN
SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:
INTERMEDIATE WALL.
CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE
AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR
THE LOCATION OF THE CENTERLINE OF THE RECESS.
GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR
AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO THE
FIELD BOOK
DISTANCE UNITS US SURVEY FEET
COORDINATE UNITS US SURVEY FEET
GEOID 12A
VERTICAL DATUM MSL 1912
PROJECT DATUM NAD 83
ZONE ILLINOIS EAST - 1202
COORDINATE SYSTEM STATE PLANE
PROJECT 04 DRESDEN ISLAND UPPER BULKHEAD RECESSES
DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION
A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.
ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DI-19-10
DI-19-11 DI-19-09 DI-19-02
DI-19-08
DI-19-06
DI-19-05
DI-19-04
DI-19-01
DI-19-07 DI-19-13
DI-19-12
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L A
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TOP OF LOCK WALL
EL 510.0
TOP OF LOCK WALL
EL 471.0
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MITER GATE SILL
EMERGENCY
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STA 35+15.16
STA 35+10.01
STA 35+54
MJ
STA 35+28
MJ
STA 35+28
MJ
STA 35+54
MJ
STA 35+80
MJ
STA 35+80
MJ
VOLUME I - A
EL 479.0
APPROXIMATE TOP OF ROCK
SEE DETAIL SHEETS
REMOVAL AREAS, TYP
EL 485.15 EL 485.15
EL 485.82 EL 485.82
"16 1127'-3 "16
1127'-3
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R O
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SD330
A1
/0
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K
B U
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AND LOCKMASTER.
COORDINATE WITH KO
EXISTING HANDRAIL.
REMOVE AND REINSTALL
A1
UPSTRAM PLAN - CONCRETE DEMOLITION
SCALE : NTS
S O
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IC
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
A
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D
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L A
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W A
L L
FLOW
S T
A
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L
GENERAL SHEET NOTES
SIMILAR TO SECTION A3
DEPTH OF ANCHORAGE
N
G R
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D Y C
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IL
D R
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D E
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L A
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REMOVE 10"
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11"
S T
A
M J
S T
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VOLUME I - A
LOCK WALL
BACK OF
LOCK WALL
FACE OF
DEADMAN BEAM
CONCRETE TO INSTALL
REMOVE AND DISPOSE
PRECAST PANELS
CONCRETE TO INSTALL
REMOVE AND DISPOSE
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"4
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15' -2
2'-8
3'-2"
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BACK OF
LIGHT POLE
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SD301
A7
SD301
A4
SD301
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PLAN - CONCRETE DEMOLITION - LAND WALL
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"8 51'-3
TRANSITION TYP
DEMO FOR ARMOR
W E
K
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B J
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SOLICITATION
20'-0"
2'-4"
LOCATION.
2020 RESET THE TOW HAULAGE UNIT IN ITS EXISTING
COMPLETE ON LANDWALL AND BEFORE OCTOBER 24,
OR OTHER SUPPORTS. AFTER CONSTRUCTION IS
STORE OFF THE GROUND USING PLATFORMS, SKIDS
TO GRAVEL AREA BEHIND LOCKWALL (WITHIN 60 FEET).
TEMPORARILY REMOVE EXISTING TOW HAULAGE UNIT 1.
SHEET KEY NOTES
A M
D
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N A
N D N
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D D
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AND PINTLE BALL
OF PINTLE CASTING
REMOVE AND DISPOSE
LBS. AND DOES NOT INCLUDE THE PINTLE CASTING.
THE ESTIMATED WEIGHT OF THE PINTLE BALL IS 1,100 5.
HIGH-MAST LIGHTPOLE.
MANNER THAT DOES NOT AFFECT THE STABILITY OF
EXCAVATION SHALL BE PLANNED AND EXECUTED IN A 4.
IS REQUIRED TO LOCATE BEFORE EXCAVATION.
LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR
UTILITIES IN THE AREA OF EXCAVATION EXACT 3.
INSTALLATION.
EXCAVATE FILL TO FACILITATE DEADMAN ANCHORAGE 2.
REQUIREMENTS.
02 83 13 FOR PROPER HANDLING AND DISPOSAL
PAINT. CONTRACTOR TO COMPLY WITH SPECIFICATION
EXISTING HANDRAIL IS COATED WITH LEAD BASED 1.
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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"16
5'-3
/0
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A R
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1'-3
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S I
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GENERAL SHEET NOTES
FLOW
S T
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S T
A
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EL 510.0
EL 506.5
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A
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C P
IN
T
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TOP OF WALL
EL 485.82 EL 485.82
S T
A
M J
S T
A
M J
TOP OF ROCK
APPROXIMATE
EL 479.0
A1
ELEVATION - CONCRETE DEMOLITION - LAND WALL
PINTLE ANCHORAGE.
REMOVING A PORTION OF THE EMBEDDED QUON POST AND
THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 3.
ALONG THE PERIMETER.
VERTICAL CONCRETE COULD BE REMOVED BY CORING 2.
CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
EL 488.15
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
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N N
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
A
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5'-3
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1'-3
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GENERAL SHEET NOTES
EL 510.0
EL 506.5
L S T
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IN
T
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TOP OF WALL
EL 485.82 EL 485.82
S T
A
M J
S T
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M J
S T
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TOP OF ROCK
APPROXIMATE
EL 479.0
A1
ELEVATION - CONCRETE DEMOLITION - RIVER WALL
PINTLE ANCHORAGE.
REMOVING A PORTION OF THE EMBEDDED QUON POST AND
THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 3.
ALONG THE PERIMETER.
VERTICAL CONCRETE COULD BE REMOVED BY CORING 2.
CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
EL 488.15
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
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IC
IT
A
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N N
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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EL 510.00
EL 510.00
EL 510.00
EL 510.00
EL 510.00
488.15
488.15
B J O
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S
K B
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IS
/0
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N .T
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A R
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B J O
N E
S
WITH KO AND LOCKMASTER.
COORDINATE LOCATION
REINSTALL HANDRAIL.
KO AND LOCKMASTER.
COORDINATE LOCATION WITH
INSTALL NEW HANDRAIL.
SOLICITATION
J P
F
A N
S I
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D
G N
S P
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S Y
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IM
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STA 35+15.16
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EL 471.0
EL 479.0
STA 35+10.01
STA 35+84.50
C PINTLE
STA 35+15.16
L
STA 35+54
MJ
STA 35+28
MJ
STA 35+80
MJ
S-120
A1
EL 510.0
TOP OF LOCK WALL
S-221
A1 S-501
A1
S-110
A1
STA 35+80
MJ
STA 35+54
MJ
STA 35+28
MJ
EL 510.0
TOP OF LOCK WALL
S-211
A1 S-222
A1 S-212
A1
S-330
A1
A1
UPSTREAM PLAN
SCALE : NTS
S O
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US Army Corps of Engineers
US Army Corps
P R
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LIGHT POLE
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US Army Corps
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SOLICITATION
VOLUME I - A
B J O
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S
K B
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IS
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A R
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B J O
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S
LOCKWALL
FACE OF
A N
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S T
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S-322
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S-322
A3
S-321
A1
S-321
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PLAN - RIVER WALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
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US Army Corps of Engineers
US Army Corps
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US Army Corps
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C T C
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C PINTLE
EL 479.0
EL 471.0
0 4' 8'SCALE : 3/16"=1'-0" 12'
A1
PLAN - SILL CONCRETE PLACEMENT
TYP
WEEP HOLES
ANCHOR
BEARING PLATE
BULKHEAD
STA 35+50.01
END OF SILLBEAM
STA 35+46.37
BEARING PLATE
FACE OF BULKHEAD
STA 35+50.01
END OF SILLBEAM
LC
VOLUME I - A
"4 14'-1014'-0""2
112'-8"8 112'-11"8
711'-3
.29
" - SYMETRICAL ABOUT CL4
355'-9
EL 488.15
EL 488.15
BEARING PLATE
EDGE OF BULKHEAD
EL 488.15
CONCRETE OR PROUD (+1/16" TO 1/8")
SEAL PLATE SHALL BE FLUSH WITH
ALL BULKHEAD BEARING PLATES AND
GENERAL SHEET NOTES
A
R O
D B J
O N
E S
K
B U
IS
/0
/2
N .T .S
EL 510.0 EL 510.0
THAN 1/2".
UPSTREAM/DOWNSTREAM CHORDS SHALL BE NO MORE
AT ALL TRUSS JOINTS (TOP OF TOP TRUSS FLANGE) OF
SHALL BE INSTALLED, AND TILT MEASURED. ELEVATIONS
AFTER COMPLETION OF RECESSES AND SILL, A BULKHEAD 2.
OF THE BULKHEADS.
SURFACE IS REQUIRED FOR THE PROPER INSTALLATION
ONLY ON THE EMBEDDED METALS. A LEVEL BEARING
LOWER OR FLUSH, SO THAT THE FIRST BULKHEAD BEARS
FT, AND TOP OF SURROUNDING CONCRETE SLIGHTLY
PLATES AND BULKHEAD SEAL PLATE AT ELEVATION 488.15
INTENT IS TO HAVE THE TOPS OF THE BULKHEAD BEARING 1.
W E
K
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SOLICITATION
B J
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A M
D
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A T
SOLICITATION
4'-0" 4'-0"
PANEL TYP
PRECAST
SLOT
BULKHEAD
POLE
MAST LIGHT
EXISTING HIGH
PANEL SEAT
PRECAST
4 SPACES @ 8'-0" = 32'-0" 4 SPACES @ 8'-0" = 32'-0"
B J O
N E
S
K B
U
IS
/0
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A R
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B J O
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VOLUME I - A
/4
CONCRET SILL
RECESS
A M
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S-502-D1
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A N
S I
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S P
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S Y
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IM
E a u to u s e rn a m e
D
A T
E
FLOW
GENERAL SHEET NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL WITH PRECAST PANELS
SHEET KEYNOTES
EL 485.82
EL 488.66
TOP OF PRECAST PANELS
EL 508.83
TOP OF PRECAST PANEL SEAT
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
EL 479.0
TOP OF ROCK
APPROXIMATE
TOP OF WALL
EL 510.0
S-310
A1
PRECAST PANEL ARMOR.
ON THE PRECAST PANELS ARE LEVEL WITH THE ADJACENT
PRECAST PANELS ARE TO BE SHIMMED SO THAT THE ARMOR 4.
TOLERANCE OF 1/4".
NECESSARY TO MAINTAIN ARMOR ALIGNMENT WITH A
EXISTING LOCKWALL ARMOR. SHIM EACH PANEL AS
PANEL LINES UP WITH ADJACENT PANEL ARMOR AND THE
INSTALL THE PRECAST PANELS SUCH THAT ARMOR ON EACH 3.
PRIOR TO INSTALLING PRECAST PANELS.
CLEAN DEBRIS AND SEDIMENT FROM EXISTING RECESS 2.
SILL BEAM AND SILL WORK NOT SHOWN ON THIS SHEET.1.
ADJACENT.
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
EL 488.15
S O
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IT
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GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
EL 506.5
#9 BAR (TYP)
S T
A
.8
C B
U L
K H
E A
D R
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E S
S L
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V A
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6 SP @ 2'-8" = 16'-0" 2'-8" 2'-8" 2'-8" 5'-4" 2'-8" 5'-4" 1'-5"
S
P
EL 510.0
EL 479.0
S
P
S
P
SOLICITATION
EL 485.82
VOLUME I - A
APPROXIMATE TOP OF ROCK
TOP OF WALL
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
B J
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E S
S
P
EL 488.15
EL 485.82
A M
D
D
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S
IO
N S A
D D
E D A
N D T
IT
L E A
N D S
H E
E T T
IT
L E R
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IS
(T Y
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0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL WITHOUT PRECAST PANELS
S O
L
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A T
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N N
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F
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US Army Corps
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A
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W A
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V A
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FLOW
GENERAL SHEET NOTES
SHEET KEYNOTES
SOLICITATION
VOLUME I - A
TOP OF PRECAST PANELS
EL 508.83
S-320
A1
TOP OF PRECAST PANEL SEAT
TOP OF WALL
EL 510.0
EL 479.0
TOP OF ROCK
APPROXIMATE
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
PANEL SEAT
PRECAST
PANEL TYP
PRECAST
SLOT
BULKHEAD
PRECAST PANEL ARMOR
ON THE PRECAST PANELS ARE LEVEL WITH THE ADJACENT
4. PRECAST PANELS ARE TO BE SHIMMED SO THAT THE ARMOR
TOLERANCE OF 1/4".
NECESSARY TO MAINTAIN ARMOR ALIGNMENT WITH A
EXISTING LOCKWALL ARMOR. SHIM EACH PANEL AS
PANEL LINES UP WITH ADJACENT PANEL ARMOR AND THE
INSTALL THE PRECAST PANELS SUCH THAT ARMOR ON EACH 3.
PRIOR TO INSTALLING PRECAST PANELS.
2. CLEAN DEBRIS AND SEDIMENT FROM EXISTING RECESS
SILL BEAM AND SILL WORK NOT SHOWN ON THIS SHEET.1.
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
B J
O N
E S
EL 488.66
EL 485.82
ADJACENT.
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
4 SPACES @ 8'-0" = 32'-0" 4 SPACES @ 8'-0" = 32'-0"4'-0"4'-0"
EL 479.0
CONCRETE SILL
RECESS
"4 11'-
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL WITH PRECAST PANELS
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
L
IC
IT
A T
IO
N N
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A M
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
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US Army Corps
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S E
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VOLUME I - A
TOP OF WALL
EL 510.0
EL 479.0
TOP OF ROCK
APPROXIMATE
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
B J
O N
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K
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IS
/0
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A
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D
B J
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EL 485.82
3'-3" 3'-3"
6'-6" 6 SPACES @ 6'-0" = 36'-0"6 SPACES @ 6'-0" = 36'-0"
8" 8"
A1
ELEVATION - HANDRAIL - RIVER WALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
S I
D
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E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
A S -3
.d g n
VOLUME I - A
E1
SECTION
E4
SECTION
A4
SECTION
E7
SECTION
A7
SECTION
EL 510.0
EL 510.0
EL 510.0 EL 510.0
EL 510.0 EL 510.0
EL 485.82 EL 485.82
EL 485.82
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
EL 485.82
A
R
N C
R E
T E P
L A
C E
M E
N T
10'-6""16 918'-4
2'-6"
2'-6"
10'-6" "16 918'-4
EL 488.15EL 488.15
10'-6"
2'-0"
2'-0"
10'-6"
7'-6"
7'-6"
10'-6"
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SILL
CONCRETE
SILL
CONCRETE
10'-6" 10'-6"
/0
/2
K
B U
IS
" TYP16
132'-10
EL 488.15EL 488.15
7'-6"
SHEET KEY NOTES
W E
K
R
B J
O N
E S
SOLICITATION
ON TOP AND BE FLUSH WITH ADJACENT CONCRETE.
EXCAVATION TO ALLOW 6" OF CONCRETE TO BE PLACED
EQUIPMENT. PLACE AGGREGATE AS NEEDED IN THE
GREATER THAN 4" AND COMPACT WITH HAND-OPERATED
ILDOT GRADATION CA-6, CLASS B. PLACE IN LAYERS NO
PLACE AND COMPACT AGGREGATE CONFORMING TO 2.
2" COVER ALL AROUND.
LONGITUDINAL AT TOP AND BOTTOM OF SLAB. MAINTAIN
2 LAYERS OF #4 BARS AT 12" O.C. HORIZONTAL AND 1.
CONCRETE SILL
RECESS
CONCRETE SILL
RECESS
CONCRETE SILL
RECESS
CONCRETE SILL
RECESS
CONCRETE SILL
RECESS
CONCRETE SILL
RECESS
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
J P
F
N .T
.S
S-310
A U
G
D
A N
C H
O R
D
IM
E N
S
IO
N R
E
IV
IS
E
D
A M
D
S C
A L
E R
E V
IS
E
K R
IW
L D
R O
C K
I S
L A
N D
IL
L
IN
O
IS
R O
C K
I S
L A
N D
D
IS
T R
IC
T
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
G R
U N
D Y
C O
U N
T Y
IL
B
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L D
V
O L
-I A
S
-3 .d g n
D R
E S
D E
N I
S L
A N
D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
L A
N D
W A
L L
S E
C T
VOLUME I - A
A R
O D
BEHIND PANELS
WHILE PLACING CONCRETE
PLACE CONCRETE IN VOID
TYP
PRECAST PANEL
BEAM
DEADMAN
B J O
N E
S
K B
U
IS
/0
/2
B J O
N E
BULKHEAD SLOT
11'-6"8'-0"8'-0"8'-0"8'-0"11'-6"
S-503-A7
S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1
S-503-A7S-503-A7S-503-A7S-503-A7 S-503-A7
S-503-A7
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
FLOW
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S C
B U
L K
H E
A D
R E
C E
S S
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
S-501
A6
L LLLLLL
1 2 2 2 2 2 1
GENERAL SHEET NOTES
SHEET KEYNOTES
CONTRACTOR SHALL TENSION THIS ANCHOR TO 50K.2.
CONTRACTOR SHALL TENSION THIS ANCHOR TO 90K.1.
S-502
D5 S-502
D8 S-502
D5
OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00
SHOW SIZE AND LOCATIONS OF CORES ON GROUTING
THROUGH THE LOCKWALL. IF VERTICAL CORING IS CHOSEN,
TO HELP FACILITATE GROUTING OF DEADMAN ANCHORS
6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED
PRECAST PANELS.
5. ANCHORS SHALL BE TENSIONED BEFORE INSTALLING
4. THE TWO OUTSIDE ANCHORS SHALL BE TENSIONED FIRST.
GROUT HAS CURED. PRESSURE GROUTING NOT ALLOWED.
3. CONTRACTOR SHALL TENSION DEADMAN ANCHORS BEFORE
2. DEADMAN ANCHORS SHALL BE GROUTED IN POSITION.
ANCHORS.
1. CONTRACTOR SHALL CORE 4"Ø HOLES FOR DEADMAN
A1
SECTION - PRECAST PANEL AND BULKHEAD RECESS - LANDWALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
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IP
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IO
N M
A R
K D
A T
E
S I Z
E
S U
B M
IT
T
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B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
G
J P
F
N .T
.S
S-320
A U
G
D
A N
C H
O R
D
IM
E N
S
IO
N R
E V
IS
E
D
A M
D
S C
A L
E R
E V
IS
E
K R
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L D
R O
C K
I S
L A
N D
IL
L
IN
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IS
R O
C K
I S
L A
N D
D
IS
T R
IC
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U .S
A
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P S
O F
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G
IN
E E
R S
IL
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IN
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IS
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R B
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IN
G R
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L D
V
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S
-3 .d g n
D R
E S
D E
N I
S L
A N
D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
R
IV
E R
W A
E
C T
IO
N
VOLUME I - A
A R
O D
PANEL TYP
PRECAST
BEAM
DEADMAN
B J O
N E
S
K B
U
IS
/0
/2
B J O
N E
8'-0" 8'-0" 8'-0" 8'-0" 12'-0"
11'-6"
PANELS
CONCRETE BEHIND
VOID WHILE PLACING
PLACE CONCRETE IN
S-503-A7
S-503-A1 S-503-D1 S-503-D1
S-503-D1 S-503-D1 S-503-D1 S-503-D1
S-503-A7 S-503-A7 S-503-A7 S-503-A7 S-503-A7
S-503-A7
A N
S I
D
D
G N
S P
E C
S Y
T
IM
E a u to u s e rn a m e
D
A T
E
FLOW
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
L L L L L
S-501
A6
GENERAL SHEET NOTES
2 2 2 2 2 1
SHEET KEYNOTES
CONTRACTOR SHALL TENSION THIS ANCHOR TO 50,000 LBS.2.
CONTRACTOR SHALL TENSION THIS ANCHOR TO 90,000 LBS.1.
C B
U L
K H
E A
D R
E C
E S
S L C A
N C
H O
R L
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S
OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00.
SHOW SIZE AND LOCATIONS OF CORES ON GROUTING
THROUGH THE LOCKWALL. IF VERTICAL CORING IS CHOSEN,
TO HELP FACILITATE GROUTING OF DEADMAN ANCHORS
6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED
PRECAST PANELS.
5. ANCHORS SHALL BE TENSIONED BEFORE INSTALLING
4. THE TWO OUTSIDE ANCHORS SHALL BE TENSIONED FIRST.
GROUT HAS CURED. PRESSURE GROUTING NOT ALLOWED.
3. CONTRACTOR SHALL TENSION DEADMAN ANCHORS BEFORE
2. DEADMAN ANCHORS SHALL BE GROUTED IN POSITION.
ANCHORS.
1. CONTRACTOR SHALL CORE 4"Ø HOLES FOR DEADMAN
S-502
D5 S-502
D8 S-502
D5
A1
SECTION - PRECAST PANEL AND BULKHEAD RECESS - RIVER WALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
S O
L
IC
IT
A
T
IO
N N
O
F
IL
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A M
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N B
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D B
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D B
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T
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S C
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C O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
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P W
P
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D R
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D E
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L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
B
IW
L D
V O
L -I
A S -3
.d g n
SCALE : 3/8"=1'-0" 0 2' 4' 6'
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"A1
SECTION
6" TYP
CONCRETE
AGGREGATE IN SLEEVE
PLACE CLEAN STONE
CONCRETE
TO TOP OF NEW
EXTEND WEEP HOLE
ADD SLEEVE TO
SEAL PLATE
S
IL
L C
O N
C R
E T
E
S E
C T
IO
N S
S-330
C O
V E
R
6" HOLE
E1
DETAIL - TYPICAL ANCHOR
A8
DETAIL - TYPICAL WEEP HOLE
A
R O
D
B O
N D
E D
U N
B O
N D
E D
B J
O N
E S
K
B U
IS
/0
/2
N .T .S
B J
O N
E S
VOLUME I - A
EL 488.15
EL 479.00
TOP OF SILL
TOP OF ROCK
APPROXIMATE
EL 488.15
EL 479.00
TOP OF SILL
TOP OF ROCK
APPROXIMATE
EL 488.15
TOP OF SILL
EL 479.00
TOP OF ROCK
APPROXIMATE
E M
B E
D I
N T
O R
O C
K
1.5" ANCHOR OR #12
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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S
IG
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D B
Y
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S C
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IP
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A R
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A T
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S
IZ
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S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-502-A9
S-502-A9
S-504-E1
A N
S I
D
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S-501
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N D S
C A
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IN
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IL
B
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D R
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D E
N I S
L A
N D L
O C
K
U P
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K H
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D R
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E S
S E
S
IN
S
T A
L L
A T
IO
N
P R
O T
E C
T
IO
N P
L A
T E
SHEET KEYNOTES
T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
FLOW
C PADEYEL C PADEYEL
"16 31'-8 "16
31'-8
PROTECTION PLATE ASSEMBLY
RECESS STEEL.
" INSET FROM THE FACE OF THE ADJACENT BULKHEAD 4
CHAMBER FACE OF THE PROTECTION PLATE ASSEMBLY IS
ADJUST PROTECTION PLATE SIDE ANGLES SUCH THAT THE 1.
(EL 509.23)
A
R O
D
VOLUME I - A
TREMIE POUR
BUT BEFORE FINAL
AFTER FIRST TREMIE LIFT
NONSHRINK GROUT
FILL VOID WITH
"4
" SHIM16
PS 27.5 PILINGPS 27.5 PILING
B J
O N
E S
K
B U
IS
/0
/2
D E
T A
IL
S
(EL 510.0)
W E
K
R
SOLICITATION
B J
O N
E S
VOLUME 1-E OF THE PLAN SET.
PROTECTION PLATE ASSEMBLY DETAILS ARE FOUND IN 3.
RIVER WALL SHOWN, LANDWALL OPPOSITE HAND2.
GRATING NOT SHOWN FOR CLARITY.1.
PLAN - PROTECTION PLATE INSTALLATION
A6
SECTION - PRECAST PANEL CONNECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
S O
L
IC
IT
A T
IO
N N
O
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Y
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D B
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D B
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C T N
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T E
A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
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P
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S E
S
D E
T A
L L A
R M
O R
A1 S-502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A5
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
2" 8"
45°
9"9"
9" 9"
MAX
MAX
ANCHOR BARS @ 12" C.C. - STAGGERED
STUDS @ 12" C.C. - STAGGERED
ANCHOR BAR
2" WIDE
"8 31'-3 8"
10""8
"4
2"
D1 S-502-D1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
(TYP)
"Ø x 8" STUDS4
STUD
"Ø x 8" 4
GENERAL SHEETS NOTES
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
B J
O N
E S
SOLICITATION
VOLUME I - A
"2 12'-7
8"
" PL4
A9 S-502-A9
0 3" 6" 9" 12"SCALE : 3"=1'-0"
E M
B E
D M
E N
T
2'1'0SCALE : 1"=1'-0"
"4
R
R
D5
DETAIL
#9 BAR
FOR STRAP ANCHORS.
INCH FILLET WELDS 4
1THE PROTECTION ARMOR. USE
ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO 6.
ARMOR.
GROUND SMOOTH) TO VERTICAL AND HORIZONTAL
CORNER CAPS SHALL BE GROOVE WELDED (AND 5.
INCH THICK ASTM A36.4
3FABRICATED FROM
UNLESS OTHERWISE SHOWN ARMOR SHALL BE 4.
VERTICAL ARMOR AND AT FREE ENDS.
ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT 3.
INCH ALONG ITS LENGTH AND WIDTH.4
1THAN
STRAIGHT AND DOES NOT DEVIATE IN ANY PLANE MORE
ARMOR SHALL BE FABRICATED SUCH THAT IT IS 2.
REQUIRED.
STRAIGHTENING AFTER FABRICATION MAY BE
ARMOR SHALL BE TRUE AND STRAIGHT. 1.
2""
9"
R
A5
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D B
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C A
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P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-530-D8
S-530-D8
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -5
.d g n
:2
:3
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
B
IW
L D
V O
L -I
A S -5
.d g n
S
IL
L C
O N
C R
E T
E
S-530
D E
T A
IL
S
2'-0"
4" R
PL 1"
"2 13'-3
2"
"8 7109'-9
2'1'0SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
STUD
12"
" Ø X 4
"2
1PL
VOLUME I - A
A1
S-530-A1 - BULKHEAD SEAL/BEARING PLATE
GENERAL SHEET NOTES
PL 1"
E1
S-530-E1 - BULKHEAD BEARING PLATE
E6
S-530-E6 - BULKHEAD CORNER BEARING PLATE
B J
O N
E S
/0
/2
N .T .S
A
R O
D
B J
O N
E S
1/4 -
TYP
54 SPACES @ 2'-0" = 108'-0" "16
54 SPACES @ 2'-0" = 108'-0""16
1/4 - STUD WELD
TYP OR
.355
3°
"16 51'-1
1'-
"16 15R 3'-4
"16 91'-
2"
1'-
"8 7R 4'-6
2"
2"
3 EQUAL SP
ACES
3 EQUAL SPACES2"
TYP
STUD
12"
" Ø X 4
3"
D8 S-530-D8
" 2 1 1'-10" X 2
BENT BAR
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1/2"
1'-4"
C
C L E
M E
M
A M
D
G
E N
E R
A L S
H E
E T N
O T
E R
E V
IS
E D A
N D A
D D
E D
WELD GROUND FLUSH TO THE BEARING SURFACE.
SPLICE IN THE BULKHEAD/SEAL BEARING SHALL BE CJP 4.
MATERIAL SHALL BE ASTM A572, GRADE 50, STEEL.3.
WITH THE 5-E-Z PAINT SYSTEM.
ALL FINAL EXPOSED SURFACES SHALL BE COATED 2.
±1/8").
SEAL/BEARING PLATE SHALL BE 488.15 FT (TOLERANCE:
TOP FINAL ELEVATION OF BOTH BEARING PLATES AND 1.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-501-A1
S-501-A1
S-502-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -0 x x x .d g n
:4
:1
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J P
F
N .T
S-001
U
G
D
A
S S
E M
B L
Y A
N D M
A R
K N
U M
B E
R S R
E V
IS
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
A S
S E
B M
L Y
P R
E C
A S
T P
A N
E L S
E A
T
B
IW
L D
V O
L -I
B S -0 x x x .d g n
0 1' 2' 4'SCALE : 1/2"=1'-0"A1
ASSEMBLY - PRECAST PANEL SEAT
VOLUME I - B
(MIRROR IMAGE)
GENERAL SHEET NOTES
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
B J
O N
E S
5-E-Z PAINT SYSTEM.
THE ENTIRE SEAT ASSEMBLY SHALL BE PAINTED WITH 5.
BULKHEAD PANELS SHALL BE REMOVED.
LOADS, THE REMOVABLE KICKER PLATES FOR THE
SUFFICIENT STRENGTH TO REMOVE HORIZONTAL
PANELS HAS BEEN PLACED AND HAS GAINED
AFTER ALL IN-FILL CONCRETE BEHIND PRECAST 4.
REMOVED TO ALLOW THE PANELS TO SET LEVEL.
PROTRUDING THROUGH THE VENT HOLES SHALL BE
PLACING PRECAST PANELS, ALL TREMIE CONCRETE
AFTER INSTALLATION OF PANEL SEATS, PRIOR TO 3.
MATCH SUPPLIED BOLTS.
ALSO BE SUPPLIED. THREADS ON HOLES SHALL
PROVIDED, APPROPRIATE NUTS AND WASHERS SHALL
FOR ALL HOLES. WHERE TAPPED HOLES ARE NOT
ASTM F3125, GRADE A325 BOLTS SHALL BE SUPPLIED 2.
WITH AWS D1.1 FOR BUILDINGS.
ALL WELDING AND TESTING SHALL BE IN ACCORDANCE 1.
A M
D
G
E N
E R
A L S
H E
E T N
O T
E R
E V
IS
E D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-504-A1
S-503-D4
S-503-B1
S-503-D1S-503-D1S-503-B5
S-504-A1
S-503-D4
S-503-D1
S-503-F6
S-504-A1
S-503-B1
S-503-F6
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -5 x x x .d g n
:0
:4
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J P
F
N .T
S-502
U
G
D
D
E T
A
IL
A
N D M
A T
E R
IA
L S
C H
E D
U L E R
E V
IS
E D
A M
D
S
C A
L E R
E V
IS
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
A S
S E
B M
L Y
B
IW
L D
V O
L -I
B S -5 x x x .d g
PLAN
VOLUME I - B
1'-0" 1'-0"
"4 310'-5
SCALE : NTS
2'1'0SCALE : 1"=1'-0"
CJP, TYP
3/8"
3/8"
TYP
P R
E C
A S
T B
U L
K H
E A
D P
A N
E L S
E A
T
3/8"
3/8"
FACE FLUSH
GRIND OUTSIDE
CJP,
CJP
FACE FLUSH
GRIND OUTSIDE,
CJP,
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
B J
O N
E
4" DIA. VENT HOLES
"8 71'-26'-0""8
71'-2
"4 38'-5
TOTAL QTY DESCRIPTION
MATERIAL SCHEDULE
ITEM MARK NO. UNIT QTY MATERIAL
BULKHEAD PRECAST PANEL SEATS-502-A1 2 4
A1
A7
E7
ISOMETRIC - BULKHEAD PRECAST PANEL SEAT
A7
SECTION
2'1'0SCALE : 1"=1'-0"A1
S-502-A1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-503-F3
S-503-F3
S-503-C1
S-503-C3 S-501-A1
S-503-C5
S-503-F3
S-503-F3
S-503-A1
S-502-A1
S-502-A1
S-503-E5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -0 x x x .d g n
:2
:3
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J P
F /0
/2
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
SCALE : 3/8"=1'-0" 0 2' 4' 6'
ISOMETRIC - DEADMAN ASSEMBLY
B J
O N
E S
K
B U
IS
N .T .S
B J
O N
E S
S-001
A S
S E
M B
L Y
SOLICITATION
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -0 x x x .d g n
A
R O
D
D E
A D
M A
N
VOLUME I - C
GENERAL NOTES
A M
D
G
E N
E R
A L S
H E
E T N
O T
E S A
D D
E D
REVIEW AND APROVAL.
DESIGN OF THE BOLTED SPLICE CONNECTION FOR
BOLTED SPLICE CONNECTION IS ALLOWED. SUBMIT 2.
AND THE ASSEMBLY SHOWN IN S-502-A1.
PAINT SYSTEM, EXCEPT THE THREADED RODS, NUTS,
ALL SURFACES SHOWN ARE TO BE PAINTED WITH 5-E-Z 1.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-503-A1
S-503-C9
S-503-C7S-503-C7
S-503-C9 S-503-C9S-503-C9
S-503-C7
S-503-E5
S-503-E7
S-503-F3
S-503-C7 S-503-C7
S-503-C7
S-503-C5
S-503-F3
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -3 x x x .d g n
:4
:1
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J
G
D
M
A R
K N
U M
B E
R S A
N D D
E T
A
IL
R
E V
IS
E D
A M
D
S
C A
L E R
E V
IS
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
B J
O N
E S
D E
A D
M A
N A
S S
E M
B L
Y
S-301
SECTION - DEADMAN ASSEMBLY
D1
SECTION - DEADMAN ASSEMBLY
A5
S-501
5/16
TYP 5/16
TYP
5/16
S E
C T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -3 x x x .d g n
5/16
5/16
D7
GENERAL SHEET NOTES
TO THE SNUG TIGHT CONDITION.
1. ALL BOLTS AND NUTS ARE 3/4" BOLTS SHALL BE TIGHTENED
DESCRIPTION MATERIALITEM
1 ASTM F3125 GRA325BOLT
MATERIAL SCHEDULE
LENGTH UNIT QTYSIZE
3/4"2 1/2" 384
A
R O
D
VOLUME I - C
/0
/2
K
B
IS
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-502-E1
S-502-A5
S-502-E3
S-502-C5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -5 x x x .d g n
:4
:0
P
M
C O
E -M
V R
P W
P
R O
C
/2
/2
G
J
G
D
M
A T
E R
IA
L S
C H
E D
U L E R
E V
IS
E D
A M
D
S
C A
L E R
E V
IS
E
K
R
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
B J
O N
E S
D E
A D
M A
N A
S S
E M
B L
Y
S-502
SOLICITATION
D E
T A
IL
S
A1 S-502-A1
PLANE OR APPROVED PIN
EXCLUDED FROM THE SHEAR
2" A325 BOLT WITH THREADS
FACTOR OF SAFETY OF 3
LOAD OF 60 KIPS WITH A
#5 CLEVIS - ALLOWABLE
E1 S-502-E1
" PL8
0 1" 2" 3" 4"SCALE : 6"=1'-0"
L
" (MK S-502-A1-1)4
17'-3
" (MK S-502-A1-2)4
14'-9
" (MK S-502-A1-1)4
36'-10
4'-5" (MK S-502-A1-2)
C BOLT
5/16
TYP
0 3" 6" 9" 12"SCALE : 3"=1'-0"
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -5 x x x .d g n
A
R O
D
VOLUME I - C
7" Ø
" Ø16
"2
"8
"2
"8
Ø
A5 S-502-A5
/0
/2
K
B U
IS
C5 S-502-C5
E3 S-502-E3
"4 36'-10
4'-5"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
" THREADED ROD2
1Ø1
" THREADED ROD2
1Ø1
TOTAL QTY DESCRIPTION
MATERIAL SCHEDULE
ITEM MARK NO. UNIT QTY MATERIAL
3 18
S-502-A1-1
S-502-A1-2
S-502-A5
S-502-C5
S-502-E1
S-502-E3
ASSEMBLY
ASSEMBLY
SHEET PILE PS 27.5
THREADED ROD
BUSHING
THREADED ROD ASTM F1554 GR.105
ASTM A572 GR50
ASTM F1554 GR.105
ASTM A572 GR50
2 4
36 72
16 32
0 3" 6" 9" 12"SCALE : 3"=1'-0"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
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