PLAN_SET_DRAWINGS-2016-05-31-FINAL.pdf
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- Attached to
- ILLINOIS RIVER BASIN, LaGRANGE LOCK AND DAM Federal contract opportunity
- Solicitation number
- W912EK-16-R-0013
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Plan set drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912EK-16-R-0013-0001.pdf | ||
| SPECIFICATIONS-AMEND_0001.pdf | ||
| Drawing_EA001XXX-AMEND-0001.pdf | ||
| PLAN_SET_REF-2016-05-11-SURVEY_INFO.pdf | ||
| W912EK-16-R-0013_FINAL_SOLICITATION.pdf | ||
| PLAN_SET_REF-2016-04-07-DRAWINGS.pdf | ||
| Small_business_samples.pdf | ||
| PHOTOGRAPH_SITE-2016-05-17-EXIST_CONDITIONS.pdf | ||
| Appendix_D_PPQ.pdf |
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A N
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ILLINOIS RIVER BASIN
LAGRANGE LOCK AND DAM
VERSAILLES, IL
DOWNSTREAM BULKHEAD RECESSES
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W912EK-16-R-0013
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FINAL
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Solicitation:
Contract:
of Engineers
US Army Corps fi
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P R fiof Engineers
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US Army Corps
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C T C
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E
MAY 2016
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
DATE
DATE
DATE
DATE
DATEDATE
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
B5ECDRLM
Typewritten Text
10 JUN 16
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V-001
TITLE OF DRAWING
REF. NO.
SHEET
C-001
V-101
GENERAL NOTES AND LEGEND
INDEX OF DRAWINGS
COVER SHEET
G-003
G-002
G-001
SURVEY MONUMENT INSTALLATION
BULKHEAD RECESS CONTROL PLAN
GENERAL PLAN
S-001 STRUCTURAL NOTES
REF. NO.
SHEET
TITLE OF DRAWING
IN
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NEW WORK PLANS AND ELEVATIONS
DEMOLITION PLANS AND ELEVATIONS
PLAN
S-102
S-101
S-100
S-201 NEW WORK ANCHOR ELEVATIONS
S-309
S-308
S-307
S-306
S-305
S-304
S-303
S-302
S-301
NEW WORK SECTIONS
NEW WORK SECTIONS
NEW WORK SECTIONS
NEW WORK SECTIONS
NEW WORK SECTIONS
DEMOLITION SECTIONS
DEMOLITION SECTIONS
DEMOLITION SECTIONS
DEMOLITION SECTIONS
S-511
S-510
S-507
S-506
S-505
S-504
S-503
S-502
S-501
S-500
HANDRAIL DETAILS
HANDRAIL DETAILS
CHECKPOST DETAILS
ARMOR DETAILS
ARMOR DETAILS
PROTECTION PLATE ASSEMBLY SECTIONS
PROTECTION PLATE ASSEMBLY
RECESS ASSEMBLY DETAILS
LANDWALL RECESS ASSEMBLY
I-WALL RECESS ASSEMBLY
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EA902
EA901
EA503
EA201
EA104
EA103
EA102
EA101
EA001
SA506
SA503
SA501
SA302
SA301
SA201
SA101
VA101
CA001
CENTRAL CONTROL STATION PHOTOS
CENTRAL CONTROL STATION PHOTOS
MANHOLE DETAILS
TRANSFORMER PIER ISOMETRIC
CENTRAL CONTROL STATION 2ND FLOOR ELECTRICAL PLAN
CENTRAL CONTROL STATION 1ST FLOOR ELECTRICAL PLAN
TRANSFORMER PIER NEW WORK PLAN
TRANSFORMER PIER DEMOLITION PLAN
TRANSFORMER PIER ELECTRICAL NOTES
TRANSFORMER PIER HANDRAIL DETAIL
TRANSFORMER PIER ACCESS PLATFORM DETAILS
TRANSFORMER PIER ARMOR DETAILS
TRANSFORMER PIER WALKWAY SECTION
TRANSFORMER PIER REINFORCING DETAIL
TRANSFORMER PIER ELEVATION
TRANSFORMER PIER PLAN
PROPERTY BOUNDARY SURVEY
GENERAL PLAN - TRANSFORMER PIER
FINAL
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INDICATES REMOVAL OF CONCRETE
INDICATES PLACEMENT OF CONCRETE
INDICATES AN AREA OF GRASS
INDICATES GRANULAR SURFACE
GENERAL NOTES
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SPECIFICATIONS.
WITH LEAD-BASED PAINT SHALL BE CONDUCTED IN ACCORDANCE WITH THE
LEAD-BASED PAINT IS PRESENT ON THE EXISTING ARMOR. ALL WORK ON AREAS 23.
CLOSURE PERIODS.
CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION22.
FEET OF KEY WILL NEED TO BE WRAPPED PER MONOLITH JOINT.
PRIOR TO CONCRETE PLACEMENT. CONTRACTOR SHALL ESTIMATE 25 SQUARE
PORTION OF THE KEY SHALL BE WRAPPED WITH JOINT FILLER MATERIAL
MAINTAIN THE REMAINING KEY AFTER REMOVAL OPERATIONS. THE EXTENDED
AT THE MONOLITH JOINTS. IF ENCOUNTERED, THE CONTRACTOR SHALL
THE CONTRACTOR MAY ENCOUNTER KEYS WITHIN THE EXISTING MONOLITHS21.
UNDER THIS CONTRACT.
EXPLOSIVE BLASTING FOR CONCRETE REMOVAL WILL NOT BE ALLOWED
SURFACE PREPARATION PRIOR TO NEW CONCRETE PLACEMENT.
CONCRETE REMOVAL. WIRE SAWN CONCRETE SURFACES WILL REQUIRE
CONTRACTOR SHALL BE REQUIRED TO WIRE SAW BULKHEAD SLOT20.
COFFERDAMS AND CONCRETE PLACEMENT.
RESPONSIBILITY TO CONTROL THIS LEAKAGE FOR DEWATERING OF
LEAK VARIOUS AMOUNTS OF WATER. IT IS THE CONTRACTORS
EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY19.
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FINAL
TO MEET THESE TOLERANCES.
GIVEN IN THE SPECIFICATIONS. GRIND SMOOTH IF REQUIRED
THESE GIVEN LIMITS ARE INDEPENDENT OF OTHER TOLERANCES
" IN VERTICAL ALIGNMENT.4
1" AND NOT MORE THAN 16
ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN18.
ARMOR IS CUT.
ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE
ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE17.
SHALL BE SEPARATE FROM CONCRETE FORMWORK.
ERECTION OF CONCRETE FORMWORK. ALL OF THESE COMPONENTS
ANCHORS, REINFORCING, EMBEDDED METALS, ETC. PRIOR TO
CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL ARMOR,16.
CUT/SAW ARMOR AT CONCRETE REMOVAL LIMITS.
SHALL BE REMOVED AND REPLACED UNLESS OTHERWISE NOTED.
EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE REPLACEMENT15.
ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE FIELD14.
PERMITTED.
COLD BENDING IN THE FIELD AFTER INSTALLATION WILL NOT BE
ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION.13.
OF THE COFFERDAM IN A DEWATERED STATE.
LOADING ON THE COFFERDAMS SHALL INCLUDE WATER TO THE TOP
TAKEN TO SEAL COFFERDAMS ON DETERIORATED CONCRETE SURFACES.
BE SEPARATE FROM FORMING. NECESSARY PRECAUTIONS SHALL BE
FOR APPROVAL TO THE CONTRACTING OFFICER. COFFERDAMS MUST
CONCRETE SHALL BE DESIGNED BY THE CONTRACTOR AND SUBMITTED
COFFERDAMS AS REQUIRED FOR THE REMOVAL AND REPLACEMENT OF12.
ALL GROOVE WELDS SHALL BE FULL PENETRATION.
NOTED.
ALL ELECTRODES SHALL BE E70xx; LOW HYDROGEN, UNLESS OTHERWISE
PROTECTION PLATE ASSEMBLY TENSION MEMBERS....AWS D1.5
CHECKPOST...........................................................................AWS D1.5
STRUCTURAL WELDING CODE, EXCEPT FOR THE FOLLOWING ITEMS:
WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY, AWS D1.111.
SHEAR. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.
WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE
CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH
NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED
UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL
AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH
MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION
DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE
SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS10.
SPECIFICATIONS.
DURING LOCKAGE OF TOWS CONTAINING FLAMMABLE PRODUCTS. SEE
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS9.
SEEDING, ETC.
THE SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE GRADING,
CONTRACTOR PERFORMING ANY WORK. THE CONTRACTOR SHALL RETURN
BE PERFORMED WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO THE
AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL8.
INDICATES TO REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"7.
AND MATERIAL FABRICATION.
CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION
BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR
ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD6.
TO CONDUCT LOCK OPERATIONS.
CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL
TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,
CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING
CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.
THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE5.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY4.
NOT PRINTED TO SCALE.
REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY
CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE
FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY3.
DATUM.
ALL ELEVATIONS SHOWN ON THE DRAWINGS REFER TO THE NGVD 292.
SHALL BE PROVIDED BY THE CONTRACTOR.
CONSTRUCTION POWER AND LIGHTING DURING NON-DAYLIGHT HOURS,
AVAILABLE TO THE CONTRACTOR. UTILITIES, INCLUDING TEMPORARY
AND EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE
GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.)1.
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FOR MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL
DURING THE CONSTRUCTION CLOSURE PERIOD (EXCEPT
HOURS PROVIDED FOR THE CONTRACTOR TO WORK
CHAMBER OR DOWNSTREAM GUIDEWALL OUTSIDE OF THE
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK 1.
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GOVERNMENT PROPERTY LINE
EXISTING UNDERGROUND ELECTRICAL CABLES
POLE- MOUNTED TRANSFORMER
EXISTING UTILITY COMPANY POLE AND
EA401
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EXISTING STORM DRAIN
EXISTING ELECTRICAL MANHOLE
LOCK CHAMBER
UTILITY POLE AND JUNCTION BOX
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NEW TRANSFORMER PIER
A1
GENERAL PLAN
SCALE : NO SCALE
NEW MANHOLE
BOLLARD WITH WIRE ROPE BETWEEN
FINAL
GENERAL SHEET NOTES
EXCAVATED SOIL
TRANSFORMER PIER
APPROXIMATE LOCATION OF
WILL BE LOCATED PER COR.
PLACEMENT OF EXCAVATED SOIL FOR TRANSFORMER PIER 1.
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WITH TOP OF CONCRETE)
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SEE NOTE
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0.02" RADIUS
ROUND CORNER
STA.
DIST. ELEV. DIST. ELEV.STA.
A3
SURVEY DATA
A1
POSITION MONUMENT DETAIL
SCALE : NO SCALE
C1 0 200'SCALE : 1"=100'-0" 100'
N
LEGEND
REQUIRED TO BE TAKEN UNDER THIS CONTRACT
ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS
R O
U G
H E
N E
D S
U R
F A
C E O
F R
O
D NEW EPOXY GROUT
MANUFACTURES RECOMMENDATIONS
DRILLED HOLE DIAMETER PER EPOXY
MARKER
AUG. 2011
INTERMEDIATE WALL LOCATIONR1
LAND WALL LOCATIONL1
A N
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IS
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A R
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B
B
S
H O
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O N
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V E
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A
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S E
S
TBD
LAGRANGE SURVEY PLAN
R5
R6
L8
L7
THIS CONTRACT
163.020
117.330
163.980
434.194
434.103
434.200
434.143
REPLACE
5+34.0B
6+97.0B
6+94.0B
5+30.0B
YES
YES TBD
TBD
TBD
TBD
TBD
TBD
GENERAL SHEET NOTES
FLOW
V -1
X X
X .d g n
150'-0"
DISK "LAGRANGE - 1"
EXISTING ALUMINUM
W E
K -1
-R -0
SURVEY INFORMATION SHALL BE REPORTED IN THIS DATUM.
6. ALL ELEVATIONS SHOWN ARE IN NGVD 1929 DATUM. ALL
INFORMATION.
5. SEE REFERENCE DRAWINGS FOR "LAGRANGE - 1" BENCHMARK
SET THE MONUMENTS AND PERFORM THE SURVEY.
4. THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR
SEE SPECIFICATIONS FOR DETAILS.
3. THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY,
ALIGNMENT AS EXISTING.
2. THE CONTRACTOR SHALL RESET THE MARKERS IN THE SAME
CONTRACTOR'S EXPENSE.
ALSO BE REPLACED WITH STABLE MONUMENTATION, AT THE
CONSTRUCTION DUE TO CONTRACTOR OPERATIONS SHALL
ANY MARKERS THAT ARE DAMAGED DURING
USED ON THE WALL ACCORDING TO THE DIAGRAM SHOWN.
MONUMENTS L8 AND R6. NEW BRASS RODS SHALL BE
1. THE CONTRACTOR SHALL RESET THE SURVEY POSITION
FINAL
ID
Sheet
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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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E
CONTROL
STATIONL5A
L5L1 L2 L3 L4 L8 L9 L10L6 L7
U1
R1 R2 R3 R4 R5 R6
U2
T1
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T3
LEAD PLUG
ID
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US Army Corps
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0 2' 4' 8'SCALE : 1/4"=1'-0" SCALE : NO SCALE
ARMOR
EXISTING WALL
ARMOR
EXISTING CORNER
E
F
6.
5.
4.
3.
2.
1.
C D
BA
MONUMENT LC2
CONTROL
CONSTRUCTION
G
MONUMENT IC2
CONTROL
CONSTRUCTION
MONUMENT IC1
CONTROL
CONSTRUCTION
FLOW
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MONUMENT LC1
CONTROL
CONSTRUCTION
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M J B
B M
A /0
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A S S
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GENERAL SHEET NOTES
H
V -1
X X
X .d g n i) h) g) f) e) d) c) b) a)
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
COORDINATE UNITS
GEOID
VERTICAL DATUM
PROJECT DATUM
ZONE
COORDINATE SYSTEM
PROJECT
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
A4
SECTION
A1
SURVEY CONTROL PLAN
STA. 695.0B
RECESS CENTERLINE
PRELIMINARY BULKHEAD
STA. 695.0B
RECESS CENTERLINE
PRELIMINARY BULKHEAD
LANDWALL
I-WALL
15'-0" 15'-0"
15'-0" 15'-0"
W E
K -1
-R -0
BETWEEN WALLS.
LANDWALL AND IC1 TO FACE OF INTERMEDIATE WALL, TO VERIFY DISTANCE
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND IC1, AS WELL AS DISTANCE FROM LC1 TO FACE OF
SURVEY.
CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE INTERMEDIATE WALL, 90 DEGREES TO LINE GH, BY
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
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE CD: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE AB: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
FINAL
A1 SCALE : NO SCALE
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GENERAL SHEET NOTES
V A
X X
X .d g nW
E
K -1
-R -0
SURVEY MAP
P R
O P
E R
T Y B
O U
N D
A R
Y S
U R
V E
Y
UTILITY EASEMENT
DESCRIPTION.
SEE REFERENCE INFORMATION FOR SURVEY 4.
WITHSTAND THESE EVENTS.
SO ANY MARKERS INSTALLED WILL NEED TO
3. NOTE THAT THE SITE TYPICALLY GOES UNDERWATER,
EXPENSE.
SHALL RE-SURVEY THE SITE AT THE CONTRACTOR'S
FOR CONSTRUCTION ACTIVITIES, THE CONTRACTOR
PROPERTY LINES AND/OR EASEMENTS NOT AVAILABLE
IF MARKERS ARE DAMAGED OR MISSING AND THE
PERIOD. THIS MAY REQUIRE RE-SETTING OF MARKERS.
DISCERNABLE THROUGHOUT THE ENTIRE CONTRACT
THE BOUNDARIES SUCH THAT THE LINES ARE
2. THE CONTRACTOR SHALL ADEQUATELY MARK THE
THE UTILITY COMPANY EASEMENT.C.
PLAT NO. L-2, TRACT "D"
THE GOVERNMENT UTILITY EASEMENT, B.
PLAT NO L-2, TRACT "A"
AND THE LAND SIDE PROPERTY LINE OF
THE LAND SIDE PROPERTY LINE OF PLAT NO. L-1, A.
SURVEY TO ESTABLISH THE FOLLOWING BOUNDARIES.
1. CONTRACTOR SHALL PERFORM A PROPERTY BOUNDARY
FINAL
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
BULKHEAD RECESS ASSEMBLY
GUIDE ROLLER
BUFFER
O F L
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K W
A L L
F A
C E T
O F
A C
E
BEAM SIDE.
REACTION ROLLER
ROLLER AGAINST
WITH REACTION
" CLEARANCE2
LOCK BULKHEAD
REACTION ROLLER
L L E
R B
E A
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C /L R
E A
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4'-1"*
"*8 52'-9
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S-001
STRUCTURAL NOTES
0 1' 2' 4'SCALE : 1/2"=1'-0"
R U
C T
U R
A L N
O T
E S
A1
CLEARANCE DIAGRAM FOR BULKHEAD RECESS
/0
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A
M J B
S -0
X X
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W E
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-R -0
ACCOUNT FOR THIS IN ALL ASPECTS OF WORK.
DISCHARGED AT THIS LOCATION DURING LOCKING OPERATIONS AND
PERFORMED. CONTRACTOR SHALL TAKE NOTE THAT WATER WILL BE
FOR THE LOCK FILLING/EMPTYING SYSTEM IN RELATION TO WORK BEING
THE CONTRACTOR SHALL NOTE THE LOCATION OF THE EMPTYING PORTS12.
PROVIDE PROTECTION TO ELEVATION 434.0 (TOP OF LOCKWALL).
CHAMBER WIDTH A MAXIMUM OF 15 FEET. THE COFFERDAM SHALL ALSO
FOR WORK AT LAGRANGE LOCK MUST ONLY ENCROACH ON THE LOCK
DUE TO NAVIGATION REQUIREMENTS, THE CONTRACTOR'S COFFERDAMS11.
WILL BE REQUIRED TO BE REMOVED TO PERFORM WORK.
EXISTING HANDRAIL IS NOT SHOWN ON DEMOLITION SHEETS. HANDRAIL10.
DRAWINGS FOR DETAILS.
REINFORCING IS NOT SHOWN ON REMOVAL DRAWINGS, SEE REFERENCE
REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE AND LOCATION.9.
FRAMES FOR THE FULL HEIGHT OF THE RECESSES.
THE ENDS OF THE BULKHEADS AND THE INSIDE WALL OF THE RECESS
" GAP BETWEEN2
1IT IS INTENDED TO POSITION RECESSES TO ACHIEVE A 18.
".2
1MORE THAN
BULKHEAD RECESSES SHALL NOT VARY IN ALIGNMENT WITH ONE ANOTHER7.
IN 10'-0".
"16
1BULKHEAD RECESSES SHALL NOT VARY FROM PLUMB MORE THAN 6.
FABRICATION OF MATERIAL.
SHOWN ON THE DRAWINGS PRIOR TO SHOP DRAWING PREPARATION AND
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS5.
OF RECESS SHALL BE 115'-8".
MEASUREMENT FROM INSIDE FACE OF RECESS TO INSIDE FACE
". FINAL LOCK4
1BEARING SURFACES ARE MAINTAINED AT +
CLEARANCES SHOWN BETWEEN THE BULKHEADS AND THE
ALIGN VERTICAL SURFACES OF THE RECESSES SUCH THAT THEA.
ASSURE NECESSARILY LIMITED TO THE FOLLOWING:
THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO
CRITICAL FOR OPERATIONAL FIT OF THE BULKHEADS IN THE RECESSES.
THE DIMENSIONS ANNOTATED BY ASTERISK (*) ON THIS SHEET ARE4.
CONDUCT WORK ACCORDINGLY.
AFTER A HIGH WATER EVENT. THE CONTRACTOR SHALL PLAN AND
SILT, ETC., WHICH MAY REQUIRE ADDITIONAL MEASURES TO CLEAN OUT
CONTRACTOR OPERATIONS. THERE MAY BE LARGE AMOUNTS OF DEBRIS,
THE GROUND MAY BE SATURATED TO A POINT WHERE IT AFFECTS
LOCKWALL FOR LONG PERIODS OF TIME. AFTER THE WATER RECEDES,
DRAMATICALLY AND CAN REMAIN AT AN ELEVATION ABOVE THE
THE TAILWATER ELEVATION AT LAGRANGE LOCK AND DAM VARIES3.
TO NGVD 1929 DATUM UNLESS OTHERWISE NOTED.
ALL ELEVATIONS SHOWN ON THE LAGRANGE LOCK DRAWINGS REFER2.
HYDROGRAPHS CAN BE OBTAINED FROM HTTP://RIVERGAGES.COM.
POOL AND A CORRESPONDING TAILWATER DROP AFFECTED.
IT CANNOT BE REGULATED SUCH THAT THE WATER IS STORED IN THE
TO MAINTAIN A DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS.
LAGRANGE IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY 1.
FINAL
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US Army Corps
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C/L PINTLE STA. 670.0B C/L PINTLE STA. 670.0B
CHECK POST
EXISTING
REMOVE AND REPLACE
BULKHEAD RECESS
INSTALL NEW
BULKHEAD RECESS
INSTALL NEW
COVER PLATE
EXISTING MACHINERY
COVER PLATE
EXISTING MACHINERY
SLAB ON FILL
EXISTING 6"
MANHOLE
EXISTING
LADDER
EXISTING
LIGHTING PIER
EXISTING HIGH MAST
TO REMAIN
FAIRLEAD
EXISTING
TO REMAIN
CHECK POST
EXISTING
UNIT TO REMAIN
EXISTING TOW HAULAGE
CHECK POST
EXISTING
REMOVE AND REPLACE
EXISTING HANDRAIL
REMOVE AND REPLACE
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0 4’ 8’ 12’SCALE : 3/16"=1’-0"
A3 0 4’ 8’SCALE : 3/16"=1’-0" 12’
N
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CHAMBER
LOCK
MAIN
F L
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CHAMBER
LOCK
MAIN
A1
DOWNSTREAM LANDWALL PLAN DOWNSTREAM INTERMEDIATE WALL PLAN
P L
A N
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FINAL
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C3 0 2’ 4’ 8’SCALE : 1/4"=1’-0"SCALE : 1/4"=1’-0" 0 2’ 4’ 8’C1
A3 0 2’ 4’ 8’SCALE : 1/4"=1’-0"A1 0 2’ 4’ 8’SCALE : 1/4"=1’-0"
EL. 434.0 EL. 434.0
EL. 417.5
EL. 405.0EL. 405.0
S-301
C1
S-301
C3 S-304
A1
S-303
C1
S-303
A1
PLAN - LANDWALL
ELEVATION - LANDWALL
EL. 432.0
EL. 431.0
ELEVATION - INTERMEDIATE WALL
PLAN - INTERMEDIATE WALL
S-301
A4
C H
E C
K P
O S
T
S T
A .0
B
C P
IN
T L E
S T
A .0
B
C H
E C
K P
O S
T
S T
A .0
B
M O
N O J
O
IN
T
S T
A .5
B
M O
N O J
O
IN
T
S T
A .0
B
S-304
A3
M O
N O J
O
IN
T
S T
A .0
B
S-301
A1
S-302
A1
NOTE: HANDRAIL NOT SHOWN
EXISTING HANDRAIL
REMOVE AND REPLACE
W E
K -1
-R -0
FINAL
/0
/2
EXISTING CHECKPOST
REMOVE AND REPLACE
REMAIN
FAIRLEAD TO
EXISTING
TO REMAIN
HAULAGE UNIT
EXISTING TOW
TRENCH GRATING
EXISTING MACHINERY
TRENCH GRATING
EXISTING MACHINERY
EXISTING CHECKPOST
REMOVE AND REPLACE
EXISTING HANDRAIL
REMOVE AND REPLACE
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
D
2 3
C
4 5
A
B
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
C B
U L
K H
E A
D
R E
C E
S S S
T A .0
B
C B
U L
K H
E A
D
R E
C E
S S S
T A .0
B
EL. 405.0
S-305
C1
S-309
A1
S-307
C1
S-307
A1
EL. 405.0
EL. 417.5
EL. 434.0
M O
N O J
O
IN
T
S T
A
.5
B
C P
IN
T L E
S T
A
.0
B
M O
N O J
O
IN
T
S T
A
.0
B
N E
W C
H E
C K P
O S
T
S T
A
.9
B
N E
W C
H E
C K P
O S
T
S T
A
.0
B
M O
N O J
O
IN
T
S T
A
.0
B
S-306
A1
S-308
A3
S-308
A1
S-309
C1
C3 0 2’ 4’ 8’SCALE : 1/4"=1’-0"
A3
ELEVATION - INTERMEDIATE WALL
PLAN - INTERMEDIATE WALL
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
SCALE : 1/4"=1’-0" 0 2’ 4’ 8’
PLAN - LANDWALL
C1
A1 0 2’ 4’ 8’SCALE : 1/4"=1’-0"
ELEVATION - LANDWALL
EL. 434.0
EL. 432.0
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\0
S -1
X X
X .d g n
:0
:1
P
M
B E
C D
M L L
/2
/2
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
B
B
S
H O
W N
D R
D
B
S-102
S -1
X X
X .d
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
W W
O R
K P
L A
N S A
N D E
L E
V A
T
IO
N
S-305
EL. 431.0
S-505-B1 S-505-A1
S-505-B1
S-505-B3
S-505-A1
S-506-B1
S
P A
C E
S
S-506-A1
S-505-A1
RECESS PROFILE
MATCH BULKHEAD
FULL HEIGHT TO
GRIND CONCRETE
RECESS PROFILE
MATCH BULKHEAD
FULL HEIGHT TO
GRIND CONCRETE
S-505-B3
PROFILE
BULKHEAD RECESS
TO MATCH
BELOW EL. 417.5
GRIND CONCRETE
N E
W W
A L L A
R M
O R S -5
-B
W E
K -1
-R -0
FINAL
/0
/2
NEW CHECK POSTNEW CHECK POST
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -2
X X
X .d g n
:4
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
B
B
S
H O
W N
D R
D
B
S-201
S -2
X X
X .d g n
N E
W W
O R
K
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
EL 434.0
TOP OF WALL
S
P A
C E
S
A N
C H
O R E
L E
V A
T
IO
N S
S
P A
C E
S
S
M O
O T
H B
A R
S
EL 434.0
TOP OF WALL
S
P A
C E
S
B A
N C
H O
R S
S
P A
C E
S (2
B A
N C
H O
R S
S
P
-0
A N
C H
O R
(1
B
S
P A
C E
S
B A
N C
H O
R S
S
P A
C E
S
B A
N C
H O
R S #
B A
N C
H O
R O
N A
D J
A C
E N
T M
O N
O L
IT
H
EL. 405.0 EL. 405.0
A1
ELEVATION - LANDWALL ANCHOR LAYOUT
A3
ELEVATION - INTERMEDIATE WALL ANCHOR LAYOUT
NOTESNOTES
SEE SHEET S-307 FOR PLAN VIEW OF ANCHOR LAYOUT.1.SEE SHEET S-305 FOR PLAN VIEW OF ANCHOR LAYOUT.1.
S
P A
C E
S
B A
N C
H O
R S
W E
K -1
-R -0
/0
/2
FINAL
ID
Sheet
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
D
2 3
C
4 5
A
B
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
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
D
2 3
C
4 5
A
B
M A
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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 fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
6’-1"
6’-1"
2’-6"
7’-7"
CHECK POST
REMOVE EXISTING
2’-6"
A4 A1 S-302
C3 S-302
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\0
S -3
X X
X .d g n
:0
:0
P
M
B E
C D
M L L
/2
/2
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
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P S O
F E
N G
IN
E E
B
B
S
H O
W N
D R
D
B
S-301
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
0 1’ 2’ 4’SCALE : 1/2"=1’-0"C1
SECTION
A1
SECTION
.0
B
M O
N O
L
IT
H J
O
IN
T
EL. 434.0 TO EL. 431.0
7’-7"
5’-0"
EL. 431.0 TO EL. 405.0
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
GENERAL SHEET NOTES
MID 1930’s MAY HAVE AN AFFECT ON THIS DIMENSION.
SINCE THE CONSTRUCTION OF LAGRANGE LOCK IN THE
AS-BUILT CONDITIONS. CONCRETE DETERIORATION
CONTRACT DRAWINGS AND MAY NOT REPRESENT
ON THESE DRAWINGS ARE BASED ON ORIGINAL
WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN
EXISTING FILLING CULVERT AND NOTE PROXIMITY TO
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE
.0
B
M O
N O
L
IT
H J
O
IN
T
2’-3"2’-9"
EL. 417.5 - EL 405.0
FILLING CULVERT
D E
M O
L
IT
IO
N S
E C
T
IO
N S
0 1’ 2’ 4’SCALE : 1/2"=1’-0"A4
SECTION
CONCRETE PLACEMENT
CONDUITS PRIOR TO
CONDUITS. PLUG
ABANDONED EXISTING
E
K -1
-R -0
FINAL
/0
/2
.0
B
M O
N O
L
IT
H J
O
RECESS STEEL
WITHIN BULKHEAD
REMOVE CONCRETE
ID
Sheet
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
D
2 3
C
4 5
A
B
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
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P L
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A T
E
C O
N T
R A
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D A
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A P
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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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E
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -3
X X
X .d g n
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:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
B
B
S
H O
W N
D R
D
B
M
O L
IT
IO
N S
E C
T
IO
N S
S-302
S -3
X X
X .d
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
2'-10"
3'-6"
4'-1"
0 1' 2' 4'SCALE : 1/2"=1'-0"
FILLING CULVERT
BULKHEAD RECESS
EL. 405.0
A3
SECTION
A1
SECTION
EL. 405.0
EL. 417.5
EL. 405.0
EL. 434.0
0 1' 2' 4'SCALE : 1/2"=1'-0"
A3
FOUNDATION
POIREE DAM
CONCRETE
TOP OF EXISTING
INDICATES
DASHED LINE
GENERAL SHEET NOTES
MID 1930's MAY HAVE AN AFFECT ON THIS DIMENSION.
SINCE THE CONSTRUCTION OF LAGRANGE LOCK IN THE
AS-BUILT CONDITIONS. CONCRETE DETERIORATION
CONTRACT DRAWINGS AND MAY NOT REPRESENT
ON THESE DRAWINGS ARE BASED ON ORIGINAL
WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN
EXISTING FILLING CULVERT AND NOTE PROXIMITY TO
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE
5'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"C3
SECTION
1'-6" MIN.
2'-9"
W E
K -1
-R -0
/0
/2
9'-7"
.5
B
M O
N O
L
IT
H J
O
IN
T
ID
Sheet
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
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
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E
S U
B M
IT
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D B
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P L
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C A
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P L
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E
C O
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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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E
A N
S I
D m v r-a p p w p lt \P
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S S h a re
\4
\4
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S -3
X X
X .d g n
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A
M
M V
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P P
W P
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D
A T
C K I S
L A
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C K I S
L A
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IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
N G
IN
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B
B
S
H O
W N
D R
D
B
S-303
S -3
X X
X .d g n
V E
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A
IL
L E
S
IL
L A
G R
A N
G E L
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K A
N D D
A M
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IN
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IS
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IV
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A S
IN
D O
W N
S T
R E
A M B
U L
K H
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D R
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E S
S
0 1' 2' 4'SCALE : 1/2"=1'-0"C1
A1
SECTION
.5
B
M O
N O
L
IT
H J
O
IN
T
EL. 434.0 TO EL. 417.5
EL. 417.5 TO EL. 406.0
7'-7"
GENERAL SHEET NOTES
MID 1930's MAY HAVE AN AFFECT ON THIS DIMENSION.
SINCE THE CONSTRUCTION OF LAGRANGE LOCK IN THE
AS-BUILT CONDITIONS. CONCRETE DETERIORATION
CONTRACT DRAWINGS AND MAY NOT REPRESENT
ON THESE DRAWINGS ARE BASED ON ORIGINAL
WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN
EXISTING FILLING CULVERT AND NOTE PROXIMITY TO
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE
S-304
A1 S-304
A3
D E
M O
L
IT
IO
N S
E C
T
IO
EL. 417.5 - EL 405.0
CULVERT
EXISTING FILLING
W E
K -1
-R -0
FINAL
/0
/2
2'-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
D
2 3
C
4 5
A
B
M A
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D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
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P L
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A T
E
C O
N T
R A
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -3
X X
X .d g n
:4
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
B
B
S
H O
W N
D R
D
B
S-304
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
1'-2"
EL. 434.0
EL. 418.5
2'-10"
3'-6"
4'-1"
FILLING CULVERT
BULKHEAD RECESS
EL. 405.0
A3
SECTION
4'-9"
EL. 405.0
EL. 417.5
EL. 405.0
EL. 434.0
0 1' 2' 4'SCALE : 1/2"=1'-0"
A4
FOUNDATION
POIREE DAM
CONCRETE
TOP OF EXISTING
INDICATES
DASHED LINE
A4
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
R E
M O
V E E
X
IS
T
IN
G W
A L L A
R M
O R
S
P A
C E
S
S
P A
C E
S
R E
M O
V E E
X
IS
T
IN
G W
A L L A
R M
O R
RECESS STEEL
BULKHEAD
CONCRETE WITHIN
REMOVE
RECESS STEEL
BULKHEAD
CONCRETE WITHIN
REMOVE
GENERAL SHEET NOTES
MID 1930's MAY HAVE AN AFFECT ON THIS DIMENSION.
SINCE THE CONSTRUCTION OF LAGRANGE LOCK IN THE
AS-BUILT CONDITIONS. CONCRETE DETERIORATION
CONTRACT DRAWINGS AND MAY NOT REPRESENT
ON THESE DRAWINGS ARE BASED ON ORIGINAL
WORK UNDER THIS CONTRACT. DIMENSIONS SHOWN
EXISTING FILLING CULVERT AND NOTE PROXIMITY TO
1. THE CONTRACTOR SHALL NOTE THE LOCATION OF THE 6'-0"
SLAB ON FILL
EXISTING 6"
D E
M O
L
IT
IO
N S
E C
T
IO
E
K -1
-R -0
FINAL
/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
D
2 3
C
4 5
A
B
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
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P L
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A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
L S T
A .0
B
#6
L S T
A .0
B
S T
A .9
B L
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
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X X
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:0
P
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B E
C D
M L L
/2
/2
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
B
B
S
H O
W N
D R
D
B
S-305
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
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IS
R
IV
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A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
C1
A1
EL. 434.0 TO EL. 431.0
EL. 431.0 TO EL. 405.0
EL. 417.5 - EL 405.0
FILLING CULVERT
S E
C T
IO
2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"
#10B @ 1’-0" #10B @ 1’-0"
#6B @1’-0"
EPOXY GROUT
EMBEDDED 1’-6" IN
BAR @ 1’-0" VERT.
#10 x 2’-6" SMOOTH
1’-0"
#10B @
1’-0"
#10B @
#6B @1’-0"
MONOLITH JOINT
CREATE NEW
JOINT MATERIAL TO
" EXPANSION2
PLACEMENT
CONCRETE
GREASE BAR PRIOR TO
N E
W W
O R
K
W E
K -1
-R -0
FINAL
/0
/2
RECESS PROFILE
MATCH BULKHEAD
HEIGHT OF RECESS TO
GRIND CONCRETE FULL
RECESS PROFILE
MATCH BULKHEAD
HEIGHT OF RECESS TO
GRIND CONCRETE FULL
1’-0"9" 1’-0"
#8 ANCHORS @ 1’-0"
A1 S-306
C1 S-309
A1 S-309
7’-7" 6’-1"
HEIGHT OF RECESS
GRIND CONCRETE FULL
3"
EMBEDDED 1’-6" IN
BAR @ 1’-0" VERT.
#10 x 2’-6" SMOOTH
MONOLITH JOINT
TO CREATE NEW
JOINT MATERIAL
" EXPANSION 2
L S T
A .0
B
#6
9"
9"9" 1’-0" 1’-0"
JOINT MATERIAL
" EXPANSION2
1’-0"1’-0"9"
#8 ANCHORS @ 1’-0"
(TYP OF 21)
#8 ANCHORS
(S-506-A2)
(3) #10B BAR
(3) #10x4’-0"
(S-507-A2)
(3) #10B BAR
6’-1"
3" 9"
9"
1’-0"9" 1’-0"
C B
U L
K H
E A
D R
E C
E S
S
(TYP OF 21)
#8 ANCHORS
(S-507-A2)
(3) #10B BAR
(S-507-A2)
(3) #10B BAR
(3) #10x4’-0"
(S-507-A2)
(3) #10B BAR
C B
U L
K H
E A
D R
E C
E S
S
C N
E W C
H E
C K P
O S
T
.0
B
M O
N O
L
IT
H J
O
IN
T
C N
E W C
H E
C K P
O
RECESS STEEL
WITHIN BULKHEAD
REMOVE CONCRETE
ID
Sheet
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
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R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
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D A
T E
S
IZ
E
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B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
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A T
E
C O
N T
R A
C T N
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T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
A N
S I
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X X
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A
M
M V
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P P
W P
L T
D
A T
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
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P S O
F E
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IN
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B
B
S
H O
W N
D R
D
B
S-306
S -3
X X
X .d
R S
A
IL
L E
S
IL
L A
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A N
G E L
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K A
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L
IN
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IS
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A S
IN
D O
W N
S T
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A M B
U L
K H
E A
D R
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E S
S
2'-10"
3'-6"
4'-1"
0 1' 2' 4'SCALE : 1/2"=1'-0"
FILLING CULVERT
BULKHEAD RECESS
EL. 405.0
A3
SECTION
A1
SECTION
2'-6"
EL. 405.0
EL. 417.5
EL. 405.0
EL. 434.0
0 1' 2' 4'SCALE : 1/2"=1'-0"
B3
FOUNDATION
POIREE DAM
CONCRETE
TOP OF EXISTING
INDICATES
DASHED LINE
N E
W W
O R
K S
E C
T
IO
N S
#6B ANCHORS
#6B ANCHORS
CONCRETE
SILL PLACEMENT
0 1' 2' 4'SCALE : 1/2"=1'-0"B3
SECTION
#6 @ 1'-0"
BULKHEAD RECESS
4'-1"
R E
C E
S S
B U
L K
H E
A D
1'-0"1'-0"5
"2
PLACEMENT
WALL CONCRETE
PLACEMENT
SILL CONCRETE
LOCK WALL
FACE OF
A3 3
C L
W E
K -1
-R -0
/0
/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
D
2 3
C
4 5
A
B
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\0
S -3
X X
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P
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B E
C D
M L L
/2
/2
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
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P S O
F E
N G
IN
E E
B
B
S
H O
W N
D R
D
B
S-307
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
A1
SECTION
EL. 434.0 TO EL. 417.5
EL. 417.5 TO EL. 405.0
S E
C T
IO
N S
S-308
A1 S-308
A3
2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"
N E
W W
O R
K
S T
A .5
B
M O
N O
L
IT
H J
O
IN
T
W E
K -1
-R -0
FINAL
/0
/2
S T
A .5
B
M O
N O
L
IT
H J
O
IN
T
C B
U L
K H
E A
D
R E
C E
S S S
T A .0
B
C B
U L
K H
E A
D
R E
C E
S S S
T A .0
B
RECESS PROFILE
MATCH BULKHEAD
BELOW EL 417.5 TO
GRIND CONCRETE
MONOLITH JOINT
JOINT MATERIAL AT
" EXPANSION 2
EPOXY GROUT
EMBED 1’-6" IN
@ 1’-0" VERT.
#10 x 2’-6" SMOOTH BAR
PLACEMENT
CONCRETE
PRIOR TO
GREASE BAR
PLACEMENT
CONCRETE
PRIOR TO
GREASE BAR
EMBED 1’-6" IN
@ 1’-0" VERT.
#10 x 2’-6" SMOOTH BAR
BULKHEAD RECESS PROFILE
HEIGHT TO MATCH
GRIND CONCRETE FULL
BULKHEAD RECESS PROFILE
HEIGHT TO MATCH
GRIND CONCRETE FULL
2’-0"
9’-7"
3’-6"
#10B @ 1’-0"
1’-0"
#10B @
3’-6"
7’-7"
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
D
2 3
C
4 5
A
B
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
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T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
A N
S I
D m v r-a p p w p lt \P
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S S h a re
\4
\4
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X X
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:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
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P S O
F E
N G
IN
E E
B
B
S
H O
W N
D R
D
B
S-308
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
1'-2"
EL. 434.0
EL. 417.5
2'-10"
3'-6"
4'-1"
FILLING CULVERT
BULKHEAD RECESS
EL. 405.0
A3
SECTION
4'-9"
EL. 405.0
EL. 417.5
EL. 405.0
EL. 434.0
0 1' 2' 4'SCALE : 1/2"=1'-0"
C4
A4
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
S
P A
C E
S
" RECESS STEEL
BULKHEAD
CONCRETE WITHIN
REMOVE
RECESS STEEL
BULKHEAD
CONCRETE WITHIN
REMOVE
POIREE DAM FOUNDATION
CONCRETE
TOP OF EXISTING
DASHED LINE INDICATES
C L
A4
CONCRETE
SILL PLACEMENT #6B ANCHORS
#6 @ 1'-0"
BULKHEAD RECESS
4'-1"
R E
C E
S S
B U
L K
H E
A D
1'-0"1'-0"5
"2
PLACEMENT
WALL CONCRETE
PLACEMENT
SILL CONCRETE
LOCK WALL
FACE OF
C4
SECTION
0 1' 2' 4'SCALE : 1/2"=1'-0"
#6B ANCHORS
6'-0"
N E
W W
A L L A
R M
O R
M K S -5
-B
6" SLAB ON FILL TO REMAIN
N E
W W
O R
K S
E C
T
IO
E
K -1
-R -0
/0
/2
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -3
X X
X .d g n
:4
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
M J B
B
S
H O
W N
D R
D
B
S-309
S -3
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
A1
SECTION
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
3" SAW CUT
S-507-A2
(3) #10
#6B @ 12
5'-0"
1'-4"
2'-9"
1'-0"
1'-0" 8"
EL. 432.0
EL. 429.0
3" SAW CUT
S-507-A2
(3) #10
5'-0"
1'-4"
2'-9"
1'-0"
1'-0" 8"
EL. 434.0
EL. 431.0
IN EPOXY GROUT
LONG EMBEDDED 1'-6"
#8 ANCHORS x 3'-0"
GROUT
EMBEDDED 1'-6" IN EPOXY
#8 ANCHORS x 3'-0" LONG
GENERAL SHEET NOTES
REMAIN
6" SLAB TO
S-507-A1
S-507-A1
#6 @ 12
#6B @ 12
#6 @ 12
N E
W W
O R
K S
E C
T
IO
PRIOR TO END OF CONSTRUCTION CLOSURE PERIOD.
CONCRETE STRENGTH AT CHECKPOSTS SHALL BE 3500 psi 2.
AFTER CONCRETE PLACEMENT.
CHECKPOSTS SHALL BE FILLED WITH NON-SHRINK GROUT1.
W E
K -1
-R -0
FINAL
/0
/2
ID
Sheet
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
D
2 3
C
4 5
A
B
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
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P L
O T D
A T
E
C O
N T
R A
C T N
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O 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
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IO
N
D
2 3
C
4 5
A
B
M A
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D A
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S
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D B
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P L
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C A
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A T
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C O
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C T N
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D A
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
5'-6"
7"4'-4"7"
NOTE: GRATING AND BANDING TO BE GALVANIZED
" C.C.16
3BAR @ 1
" BEARING4
1" X 4
GRATING SPAN
C R
O S
S B
A R
C C
" BAR4
1" X 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
11 3
"2 12'-"2
12'-
4'-5"
T Y
P
1WELD TO L2 X 1
" END PLATE4
5L7 X 4 X
1 X 2
CUT TO L2 X
1L2 X 2 X
PER FRAME
TYP OF (4)
STUD BOLT,
X 2 TYP 8
ANCHOR BAR
HP 14 X 73
WELDED STUDS
" DIA.X 84
5L7 X 4 X
T Y
P
W 5 X 16
T Y
P
R
7'-7"
1'-6"4'-1"*2'-0"
"*8 52'-9
1'-6"
"4
" PLATE4
"2 12'-3
1L2 X 2 X
BEAM
1L2 X 2 X
HP 14 X 73
HP 14 X 73
TOP OF
" PLATE4
"4
"2 12'-3
AT ASSEMBLY WITH GRATING.
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
" PL4
1 X 2 1L2 X 1
CUT TO
1L2 X 2 X
HP 14 X 73
7" ANGLE LEG
CUT AND BEND
STA. 695.0B
C/L BULKHEAD RECESS
5L7 X 4 X
"*8 52'-94"
4'-1"*
SCALE : NO SCALE
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
D4
A1
B1
B4
S-502
A3
S-502
A1
S-502
A3
TYP.
G
TYP.
2-6
2-6
2-6
2-6
TYP.
GENERAL NOTES
EL. 434.0
EL. 434.0
ALL SIDES
" PL4
3TYP
A N
S I
D m v r-a p p w p lt \P
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S S h a re
\4
\4
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X X
X .d g n
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:4
A
M
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P P
W P
L T
D
A T
C K I S
L A
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IL
L
IN
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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
R E
C E
S S A
S S
E M
B
Y
B
B
S
H O
W N
D R
D
B
S-500
S
P A
C E
S
T Y
P S
P A
C
IN
G
D
IA
X
W E
L D
E D S
T U
D S
S
P A
C E
S
F
Ø x
W E
L D
E D S
T U
D S
F O
R
D1
STEEL GRATING
D2
PLAN BULKHEAD RECESS ASSEMBLY
D4
SECTION
B4
ELEVATION
A2
ELEVATION - BULKHEAD RECESS ASSEMBLY
A1
SECTION
B1
ELEVATION
S -5
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
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L
IN
O
IS
R
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E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
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E S
S
"8
I- W
A L L
7'-7"
6"
(TYP.)
WELDED STUDS
" DIA. X 8"4
OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL
" GAP2
1 6. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 ANOTHER MORE THAN
5. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE
IN 10'-0".
"16
1 4. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
STEEL AFTER FABRICATION.
" O.C. CROSS BARS @ 4" O.C. GALVANIZED 16
3" x 3" @ 14
1 BARS 1
3. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING
INSTALLATION.
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE
BULKHEADS.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF
W E
K -1
-R -0
/0
/2
S O
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IC
IT
A T
IO
N N
O
F
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A M
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D W
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D B
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S
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D B
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D E
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R
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N
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2 3
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4 5
A
B
M A
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D A
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S
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B M
IT
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D B
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P L
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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
5'-6"
7"4'-4"7"
NOTE: GRATING AND BANDING TO BE GALVANIZED
" C.C.16
3BAR @ 1
" BEARING4
1" X 4
GRATING SPAN
C R
O S
S B
A R
C C
" BAR4
1" X 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
11 3
"2 12'-"2
12'-
4'-5"
T Y
P
1WELD TO L2 X 1
" END PLATE4
5L7 X 4 X
1 X 2
CUT TO L2 X
1L2 X 2 X
PER FRAME
TYP OF (4)
STUD BOLT,
5L7 X 4 X
T Y
P
W 5 X 16
T Y
P
R
3"
"*8 52'-9
"8 51'-2
1'-6"
"4
" PLATE4
"2 12'-3
1L2 X 2 X
BEAM
1L2 X 2 X
HP 14 X 73
HP 14 X 73
TOP OF
" PLATE4
"4
"2 12'-3
AT ASSEMBLY WITH GRATING.
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
" PL4
1 X 2 1L2 X 1
CUT TO
1L2 X 2 X
HP 14 X 73
7" ANGLE LEG
CUT AND BEND
STA. 695.0B
C/L BULKHEAD RECESS
5L7 X 4 X
"*8 52'-94"
4'-1"*
SCALE : NO SCALE
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
D4
A1
B1
B4
S-502
A3
SA502
D1
S-502
A3
TYP.
G
TYP.
2-6
2-6
2-6
TYP.
GENERAL NOTES
EL. 434.0
EL. 434.0
ALL SIDES
" PL4
3TYP
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -5
X X
X .d g n
:4
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
R E
C E
S S A
S S
E M
B
B
B
S
H O
W N
D R
D
B
S-501
S
P A
C E
S
T Y
P S
P A
C
IN
G
D
IA
X
W E
L D
E D S
T U
D S
S
P A
C E
S
F
Ø x
W E
L D
E D S
T U
D S
F O
R
AND SAWCUT AFTER CONCRETE PLACEMENT.
7. CONTRACTOR MAY STITCH WELD THIS JOINT FOR INSTALLATION
OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL
" GAP2
1 6. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 ANOTHER MORE THAN
5. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE
IN 10'-0".
"16
1 4. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
STEEL AFTER FABRICATION.
" O.C. CROSS BARS @ 4" O.C. GALVANIZED 16
3" x 3" @ 14
1 BARS 1
3. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING
INSTALLATION.
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE
BULKHEADS.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF
D1
STEEL GRATING
D2
PLAN BULKHEAD RECESS ASSEMBLY
D4
SECTION
B4
ELEVATION
A2
ELEVATION - BULKHEAD RECESS ASSEMBLY
A1
SECTION
B1
ELEVATION
S -5
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
N D
W A
L L
2'-0"4'-1"*1'-6"
X 2 TYP 8
ANCHOR BAR
HP 14 X 73
S
P A
C E
S
T Y
P S
P A
C
IN
G
(TYP.)
WELDED STUDS
" DIA. X 8"4
Ø H
O L E F
O R
B
Ø H
O L E F
O R
B
S
P
6"
S
P
IN W5x16
AS HOLES
SAME SPACING
1"Ø HOLES AT
" DRILL8
3L5x3x
7'-7"
W E
K -1
-R -0
/0
/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
D
2 3
C
4 5
A
B
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
1 x 2
1L 2 x 1
1 x 2
1L 2 x 1
BEAM POCKET
" PLATE4
BEAM POCKET
1 x 2
1L 2 x 1
"4 16 "4
"4
"8 5X 8 X 8
"2
1PLATE
"8 5 X 84
1X 6
"2
1PLATE
"2 1 X 74
1X 6
"2
1PLATE
" PLATE2
" PLATE2
"8
"8
"2 1 "2
1 "2
"2
"4
"4
7 8
"4
"4
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A2
TYP
3 TYP
EL. 577.5
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -5
X X
X .d g n
:4
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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
L A
G R
A N
G E L
O C
K A
N D D
S -5
X X
X .d g n
M L
B
B
S
H O
W N
D R
D
B
S-502
E
C E
S S A
S S
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B L
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E T
A
IL
R S
A
IL
L E
S
IL
IL
L
IN
O
IS
R
IV
E R B
A
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S E
S
BEAM POCKET DETAIL
A2
SECTION
A3
BEAM POCKET DETAIL
W E
K -1
-R -0
FINAL
/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
D
2 3
C
4 5
A
B
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
" DIA. PIN4
1SHACKLES WITH 1
USE WITH LIFTING
PICK POINTS, REQUIRED
SEAL ANGLE
5L7 X 4 X
W6 X 25 " PLATE TYP.2
"8
"4
"4
"4
W10 X 77 W10 X 77
RECESS
C/L BULKHEAD
W16 X 77
WT4 X 29
COPED
WT4 X 29
" PLATE4
" BENT PLATE4
"4
"8
2'-10"
EL. 434.0
" PLATE4
W16 X 77
S
P A
C E
S
S
P A
C E
S
TYP.
WT4 X 29
" PLATE2
W16 X 77
SHIMS TYP
6" X 12"
COPED TYP.
WT4 X 29
3"
R
0 6" 1' 2'SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
S-504
A4
A4
A1
A2
TYP.
G
6-242
1 6-24
TYP.
(MAKE 1 AS SHOWN, MAKE 1 OPPOSITE HAND)
TYP.
TOGETHER TYP.
TACK WELD SHIMS
TO BEAM TYP.
TACK WELD SHIMS
TYP.
TYP.
AT EL. 425.0
WELD TO START
AT EL. 425.0
WELD TO START
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -5
X X
X .d g n
:4
:1
A
M
M V
R -A
P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
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IS
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C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
B
B
S
H O
W N
D R
D
B
S-503
B4
PLAN - PROTECTION PLATE ASSEMBLY
A4
DETAIL
A2
SECTION
S -5
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
GENERAL SHEET NOTES5'-3"
"2 15'-0
COPED
WT4 X 29
" PLATE4
COPED
WT4 X 29
WT4 X 29
(C O
P E
D
W T X
W T X
(C O
P E
D
WT4 X 29
W T X
(C O
P E
D
W T X
(C O
P E
D
WT4 X 29
(C O
P E
D
W T X
W T X
(C O
P E
D
(C O
P E
D
W T X
(C O
P E
D
W T X
W
T X
(C O
P E
D
W T X
(C O
P E
D
WT4 X 29
WT4 X 29
(C O
P E
D
W T X
WT4 X 29
W T X
(C O
P E
D
RECESS
C/L BULKHEAD
0 6" 1' 2'SCALE : 1"=1'-0"
S-504
C1
SB503
A1
TYP.
G
A1
SECTION
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B
PLATE TYP.
" STIFF.2
TYP.
W10 X 77
W E
K -1
-R -0
CORNER ARMOR. SEE NOTE 5
WELD WEIGHT ON TOP OF
TOP OF THE CORNER ARMOR.
5. PRIOR TO PAINTING, CONTRACTOR SHALL WELD "WEIGHT = 11,000 LBS." TO THE
ARMOR, WITH THE 5-E-Z PAINT SYSTEM.
PAINT AFFECTED AREAS AFTER WELDING PROTECTION PLATE ASSEMBLY TO
PAST THE CHAMBER FACE OR ABOVE THE TOP OF THE LOCK WALL. TOUCH-UP
THE PROTECTION PLATE ASSEMBLY. THE PICKUP DEVICES SHALL NOT PROTRUDE
DEVICES SHALL BE SUPPLIED BY THE CONTRACTOR AND REMAIN ATTACHED TO
THE PROTECTION PLATE ASSEMBLY AND WELD TO THE ARMOR AS SHOWN. PICKUP
4. AFTER THE BULKHEAD RECESS IS COMPLETED, THE CONTRACTOR SHALL INSTALL
THE SHIMS SHALL THEN BE WELDED TO THE BEAMS AS SHOWN.
" FROM THE FACE OF THE LOCK CHAMBER.4
1 THE LOCK WALL AND SET BACK
SHIMS AS REQUIRED TO MAKE THE PROTECTION FRAME LEVEL WITH THE TOP OF
3. THE SHIM THICKNESS IS NOMINAL. THE CONTRACTOR SHALL ADD OR SUBTRACT
" MINIMUM UNLESS OTHERWISE SHOWN.16
52. ALL FILLET WELDS ARE
1. TWO PROTECTION ASSEMBLIES ARE REQUIRED
FINAL
/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
D
2 3
C
4 5
A
B
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
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P L
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A T
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C O
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R A
C T N
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
W16 X 77
WT4 X 29
W16 X 77
BOLTS TYP.
" DIA.4
3A 325
BOLTS TYP.
" DIA.4
3A 325
W6 X 25
" PLATE STIFFENERS8
GRATING
GRATING
"2 15'-0
HEADED STUD TYP.
" X 6" WELDED2
SEE NOTE 3
TENSION MEMBERS
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
SEE NOTE 3
TENSION MEMBERS
" GRATING4
"4
"4 126""4
12"4 37 "2
"4
"2
"2
"2
"2
5"
"2
1'-1"
"4
"2
3"
"2
"2
"8
"2
"2
SEE NOTE 3
TENSION MEMBERS
SEE NOTE 4
SEE NOTE 1
" PLATE2
SEE NOTE 2
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
STIFFENER
" PLATE8
"2
"4
W10 X 77 W10 X 77
W X
W X
" PLATE2
1 " PLATE2
WT4 X 29
SHIMS TYP.
"4 31'-10"4
31'-10
4'-1"
"4 11'-5"4
11'-5
"2 14 "2
"8
"4 31"4
W16 X 77
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE 0 3" 6" 9" 12"SCALE : 3"=1'-0"
B3
TYP.
TYP.
"16
TYP.
"4
GENERAL NOTES
HOLE.
" DIA.2
1" DIA. PIN, 14
1 SHACKLES WITH 1
4. PICK POINT REQUIRED USE WITH LIFTING
WITH AWS D1.5.
MEMBERS SHALL BE WELDED IN ACCORDANCE
ANY MEMBERS CONNECTED TO THEM. THESE
3. TENSION MEMBERS ARE THOSE SHOWN AND
OPENING.
" DIA.16
13" BOLTS HAVE A 4
32. ASTM A325
" DIA. OPENING.16
5" BOLT HAS 14
11. 1
EL. 577.5
BOLTS TYP.
" DIA.4
1A 325 1
C3
DETAIL
A4
DETAIL
B3
DETAIL
A1
SECTION
C1
DETAIL
JAM NUT TYP.
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -5
X X
X .d g n
:4
:1
A
M
M V
R -A
P P
W P
L T
D
A T
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
L A
G R
A N
G E L
O C
K A
N D D
S -5
X X
X .d
S
H O
W N
B
S-504
R S
A
IL
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S
IL
IL
L
IN
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IS
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IV
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A
W N
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A M B
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S
P
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N P
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T E A
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B L
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C T
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N S
C3
W E
K -1
-R -0
/0
/2
S O
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IC
IT
A T
IO
N N
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F
IL
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A M
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D W
N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
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R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
D A
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S
IZ
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S U
B M
IT
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D B
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P L
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C A
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P L
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A T
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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
8"
8"
2"
2"
3" R
X 8" STUD
" DIA4
ANCHOR BAR
2" WIDE
ELEVATION
STUDS @ 12" C.C. - STAGGERED 9" 9"
ANCHOR BARS @ 12" C.C. - STAGGERED9"9"
MAX.
MAX.
CONTRACT
INSTALLED UNDER THIS
TYPICAL FOR ALL ARMOR
ARMOR CONNECTIONS ARE
NOTE:
CORNER ARMOR
NEW HORIZONTAL
WALL ARMOR
NEW HORIZONTAL
CORNER ARMOR
NEW HORIZONTAL
0 3" 6" 9" 12"SCALE : 3"=1'-0"
GENERAL NOTES
0 6" 1' 2'SCALE : 1"=1'-0"
A3
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
TYP
G
G
G G
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\4
\4
\0
S -5
X X
X .d g n
:4
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
B
B
S
H O
W N
D R
D
B
S-505
TYPICAL ARMOR CONNECTION DETAILS
A3
SECTION
S -5
X X
X .d g n
V E
R S
A
IL
L E
S
IL
L A
G R
A N
G E L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
D O
W N
S T
R E
A M B
U L
K H
E A
D R
E C
E S
S
M O
R D
E T
A
CORNER ARMOR
EXISTING
CAP
CORNER
NEW
CAP
CORNER
NEW
CAP
CORNER
NEW
INCH FILLET WELDS FOR STRAP ANCHORS.4
1ARMOR. USE
6. ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO THE PROTECTION
VERTICAL AND HORIZONTAL ARMOR.
5. CORNER CAPS SHALL BE…
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