W912EK19R0016_Amendment_0002_Drawings.pdf
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Contract:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATEDATE
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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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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
SHEET ID
A
B
C
D
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2 3 4 5 6 7 8 9 10
JULY 2019
W912EK19R0016Solicitation:
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S E
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TITLE OF DRAWING TITLE OF DRAWING
ID NO.
SHEET
ID NO.
SHEET
G-005
G-006
G-007
G-008
V-101
V-102
B-101
B-301
B-302
B-303
GENERAL
G-001
G-002
G-003
G-004
INDEX OF DRAWINGS
DRAWING SET LAYOUT AND SHEET TYPE DESIGNATORS
GENERAL NOTES
STRUCTURAL NOTES
TITLE OF DRAWING
ID NO.
SHEET
CORING PLAN
CORING LOG 1
CORING LOG 2
CORING LOG 3
A - BULKHEAD RECESS
C - DEADMAN
D - PRECAST PANELS
E - PROTECTION PLATE ASSEMBLY
COVER SHEET
E-001
E-101
E-601
GENERAL ELECTRICAL NOTES
ELECTRICAL PLAN - UPPER LOCK CHAMBER
E-901 ELECTRICAL PHOTOS
ELECTRICAL CABLE SCHEDULES
GENERAL
A - MACHINERY PIT
A - MACHINERY PIT (CONT.)
A
R O
D
C-101 GENERAL SITE PLAN
SURVEY CONTROL PLAN
LOCK INSTRUMENTATION
B - PRECAST PANEL SEAT
S-540
S-530
S-504
S-503
S-502
S-501
S-330
S-322
S-321
S-320
S-312
S-311
S-310
S-301
S-240
S-222
S-221
S-212
S-211
S-131
S-130
S-120
S-110
S-101
SD330
SD301
SD220
SD210
SD120
SD110
SD101
S-504
S-503
S-502
S-501
S-001
DETAILS PRECAST PANEL SEAT KICKER ASSEMBLY
DETAILS PRECAST PANEL SEAT
ASSEMBLY PRECAST BULKHEAD PANEL SEAT
ASSEMBLY PRECAST STANDARD PANEL SEAT
ASSEMBLY PRECAST PANEL SEAT
S-503
S-502
S-301
S-101
S-001
DETAILS DEADMAN ASSEMBLY
DETAILS DEADMAN ASSEMBLY
DETAILS DEADMAN ASSEMBLY
SECTION DEADMAN ASSEMBLY
PLAN DEADMAN ASSEMBLY
ASSEMBLY - DEADMAN
S-553
S-552
S-551
S-550
S-506
S-505
S-502
S-501
S-351
S-303
S-301
S-050
S-001
DETAILS PROTECTION PLATE ASSEMBLY
DETAILS PROTECTION PLATE ASSEMBLY
DETAILS PROTECTION PLATE ASSEMBLY
DETAILS PROTECTION PLATE ASSEMBLY
SECTIONS PROTECTION PLATE ASSEMBLY
ELEVATIONS PROTECTION PLATE ASSEMBLY
PLAN PROTECTION PLATE ASSEMBLY
S-504
S-503
S-502
S-501
S-301
S-201
S-101
/0
/2
SD302
SD301
SD101
SECTION MACHINERY PIT CONCRETE DEMO
SECTIONS MACHINERY PIT CONCRETE DEMO
PLAN MACHINERY PIT CONCRETE DEMO
S-501
S-303
S-302
S-301
S-104
S-103
S-102
S-101
DETAILS MACHINERY PIT PLATFORM
SECTIONS MACHINERY PLATFORM
SECTIONS MACHINERY PIT CONCRETE
SECTIONS MACHINERY PIT CONCRETE
PLAN MACHINERY PIT PLATFORM HANDRAIL
PLAN MACHINERY PIT COVER PLATES
PLAN MACHINERY PIT PLATFORM
PLAN MACHINERY PIT CONCRETE
GENERAL
G-001
B - FABRICATION
S-512
S-511
S-501
S-301
S-101
M-505
M-504
M-503
M-502
M-501
M-001
VOLUME I - BULKEAD RECESS
VOLUME I - BULKHEAD RECESS
SD921
SD901
SD321
SD301
SD121
SD102
SD101
S-501
S-321
S-301
S-124
S-123
S-122
S-121
S-102
S-101
S-001
E-901
E-601
E-101
E-001
ELECTRICAL PHOTOS
ELECTRICAL CABLE SCHEDULE
ELECTRICAL PLAN - UPPER GUIDEWALL
ELECTRICAL GENERAL NOTES
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SOLICITATION
GENERAL
ABBREVIATIONS
LEGEND
BULKHEAD RECESS SURVEY PLANV-103
K
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V A
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K Y
M
C A
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L E
Y
A
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S T
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W E
K
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STRUCTURAL NOTES
VOLUME III - UPPER GUIDEWALL REPAIRS
VOLUME II - MACHINERY PIT REPAIRS
VOLUME II - MACHINERY PIT REPAIRS
G-001 COVER SHEET BULKHEAD RECESS 1
COVER SHEET UPPER GUIDEWALL REPAIRS
IN
D
E X O
F D
R A
W
IN
G S
DETAILS HANDRAIL
DETAILS SILL CONCRETE
DETAILS GRATING
DETAILS DEADMAN
DETAILS WALL ARMOR
DETAILS PROTECTION PLATE INSTALLATION
SECTIONS SILL CONCRETE
SECTION RIVERWALL
SECTION RIVERWALL
SECTION RIVERWALL
SECTION LANDWALL
SECTION LANDWALL
SECTION LANDWALL
SECTIONS - CONCRETE PLACEMENT
ELEVATION HANDRAIL
ELEVATION RIVERWALL
ELEVATION RIVERWALL
ELEVATION LANDWALL
ELEVATION LANDWALL
PLAN SILL CONCRETE WEEP HOLE PLACEMENT
PLAN SILL CONCRETE PLACEMENT
PLAN RIVERWALL
PLAN LANDWALL
ENLARGED LOCK PLAN
SECTIONS SILL CONCRETE DEMOLITION
SECTIONS CONCRETE DEMOLITION
ELEVATIONS RIVERWALL CONCRETE DEMOLITION
ELEVATIONS LANDWALL CONCRETE DEMOLITION
PLAN RIVERWALL CONCRETE DEMOLITION
PLAN LANDWALL CONCRETE DEMOLITION
ENLARGED LOCK PLAN CONCRETE DEMOLITION
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
SECTIONS PRECAST PANELS
SHEET DELETED
SECTIONS PRECAST PANELS
ASSEMBLY - PRECAST PANEL BULKHEAD SLOT
ASSEMBLY - PRECAST PANEL TYPICAL
DETAILS SECTOR GEAR BASE
DETAILS ROLLER BASE
DETAILS MITER GATE OPERATING MACHINERY
DETAILS MITER GATE OPERATING MACHINERY
DETAILS MITER GATE OPERATING MACHINERY
MITER GATE OPERATING MACHINERY GENERAL MECHANICAL NOTES
DETAILS MACHINERY PIT COVER PLATES
DETAILS MACHINERY PIT COVER PLATES
DETAILS MACHINERY PIT PLATFORM
SECTIONS MACHINERY PIT PLATFORM ASSEMBLY
PLAN MACHINERY PIT PLATFORM ASSEMBLY
DETAIL UPPER APPROACH WALL EXTERNAL REINFORCING PLATE
SECTION UPPER APPROACH WALL BULLNOSE REINFORCEMENT
SECTION UPPER APPROACH WALL CONCRETE REPLACEMENT
PLAN UPPER APPROACH WALL BULLNOSE SAWCUT JOINTS AND DRAINAGE
PLAN UPPER APPROACH WALL BULLNOSE CENTER SLAB REINFORCEMENT
PLAN UPPER APPROACH WALL BULLNOSE REINFORCEMENT - CELL CONCRETE CAP
PLAN UPPER APPROACH WALL BULLNOSE DIMENSIONS
PLAN UPPER APPROACH WALL CONCRETE REPLACEMENT STA 10+69.0 TO 13+56.83
PLAN UPPER APPROACH WALL CONCRETE REPLACEMENT STA 7+79.0 TO STA 10+69.0
SITE PLAN UPPER APPROACH WALL
PHOTOS UPPER APPROACH WALL REMOVAL OF BULLNOSE CONCRETE
PHOTOS UPPER APPROACH WALL REMOVAL FOR EXTERNAL REINFORCEMENT PLATE
SECTION UPPER APPROACH WALL BULLNOSE REMOVAL
SECTION UPPER APPROACH WALL CONCRETE REMOVAL
PLAN UPPER APPROACH WALL BULLNOSE REMOVAL AND PHOTO REFERENCE
PLAN UPPER APPROACH WALL CONCRETE REMOVAL STA 10+69.0 TO STA 13+56.83
PLAN UPPER APPROACH WALL CONCRETE REMOVAL STA 7+79.0 TO STA 10+69.0
COVER SHEET MACHINERY PIT REPAIRSG-001
ELECTRICAL GENERAL NOTES
MACHINERY PHOTO
DETAILS SWIVEL JOINT
DETAILS OPTION D STRUT ARM PIN SLEEVE
SECTIONS BULL GEAR REPAIRS
SECTION INSTALLATION
SECTION DEMOLITION
PLAN MACHINERY PIT
GENERAL MECHANICAL NOTES
ELECTRICAL LOWER RIGHT PHOTOS
ELECTRICAL LOWER RIGHT PHOTOS
ELECTRICAL UPPER RIGHT PHOTOS
ELECTRICAL UPPER RIGHT PHOTOS
ELECTRICAL LOWER LEFT PHOTOS
ELECTRICAL LOWER LEFT PHOTOS
ELECTRICAL UPPER LEFT PHOTOS
ELECTRICAL UPPER LEFT PHOTOS
ELECTRICAL CABLE SCHEDULES
ELECTRICAL LOWER RIGHT CONTROL STAND SHELTER NEW PLAN & PANELBOARD SCHEDULE
ELECTRICAL UPPER RIGHT CONTROL STAND SHELTER NEW PLAN & PANELBOARD SCHEDULE
ELECTRICAL LOWER LEFT CONTROL STAND SHELTER NEW PLAN & PANELBOARD SCHEDULE
ELECTRICAL UPPER LEFT CONTROL STAND SHELTER NEW PLAN & PANELBOARD SCHEDULE
ELECTRICAL PLAN - LOWER RIGHT INTERMEDIATE WALL
ELECTRICAL PLAN - UPPER RIGHT INTERMEDIATE WALL
ELECTRICAL PLAN - LOWER LEFT LANDWALL
ELECTRICAL PLAN - UPPER LEFT LANDWALL
E-932
E-931
E-922
E-921
E-912
E-911
E-902
E-901
E-601
E-431
E-421
E-411
E-401
E-131
E-121
E-111
E-101
E-001
M-901
M-502
M-501
M-303
M-302
M-301
M-101
M-001
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S-101 SHEET NUMBER WITHIN DRAWING SET
SEQUENCIAL NUMBER
SHEET TYPE DESIGNATIONS
SHEET TYPE DESIGNATORS
DRAWING SET LAYOUT
DRAWING SET
PHOTOGRAPHS)
9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,
CATEGOIES)
8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)
7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
6 - SCHEDULES AND DIAGRAMS
5 - DETAILS
OR SECTIONS THAT ARE NOT DETAILS)
4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,
3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)
2 - ELEVATIONS (VERTICAL VIEWS)
1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)
0 - GENERAL
NUMBER OF THE SHEET.
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIALE.
SHEET TYPE DESIGNATORS ARE SHOWN ON THIS SHEET.
WHICH FOLLOWS THE NATIONAL CAD STANDARDS.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR,D.
DEVELOPED BY.
THE ENGINEERING DISCIPLINE WHICH THE SHEET WAS
THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER ISC.
SET REFERENCE.
PARTICULAR ATTENTION MUST BE PAID TO THE DRAWING
BE DUPLICATED BETWEEN DRAWING SET REFERENCES, SO
HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY
HAVE A UNIQUE SHEET NUMBER, WITH EACH PLACEHOLDER
EACH SHEET WITHIN THE DRAWING REFERENCE SET WILLB.
IN THE TABLE ON THE COVER SHEET.
PACKAGE. DRAWING SET REFERENCES ARE LISTED
COMPONENT OF WORK DETAILED IN THE DRAWING
THE DRAWING SET REFERENCE INDICATES THE MAJOR A.
THE FOLLOWING INFORMATION:
HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS
SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT
IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR 3.
SUBCOMPONENT SHEETS UNDER THE DRAWING REFERENCE SET.
THE PLAN SET IS DIVIDED INTO DRAWING REFERENCE SETS, WITH2.
THE CONTRACTOR TO MORE EASILY NAVIGATE THRU THE SET.
DESCRIPTIVE OVERVIEW OF THE DRAWING SET TO ALLOW
SET. THE INTENT OF THIS SHEET IS TO PROVIDE A
THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING1.
ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)
DISCIPLINE (STRUCTURAL, MECHANICAL,
Sheet ID
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GENERAL NOTES
NEW FEATURES TO EXISTING STRUCTURES.
SHIMS AND GRINDING NECESSARY FOR FITTING AND SEALING FORMWORK AND AFFIXING
CONTRACTOR IS RESPONSIBLE FOR MINOR MATERIALS AND ADJUSTMENTS TO INCLUDE
DIMENSIONALLY FROM THAT INDICATED ON THE DRAWINGS AND AS-BUILTS.
MAY BE OUT OF PLUMB, BE SLIGHTLY OFF IN LOCATION, OR SLIGHTLY OFF
AND PLACEMENT OF NEW CONCRETE. EXISTING FEATURES AT THE LOCK
ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION, MATERIAL FABRICATION,
VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING
REFERENCE DRAWINGS SUPPLEMENTED BY FIELD MEASUREMENTS AND SHALL BE
THE DIMENSIONS, STATIONS, ELEVATIONS, AND FEATURES ARE BASED ON THE13.
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.
EMERGENCY MITER GATES. ALL WORK ON AREAS WITH LEAD-BASED PAINT SHALL BE
LEAD-BASED PAINT IS PRESENT ON THE EXISTING ARMOR, HANDRAIL AND12.
CLOSURE PERIODS.
CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION11.
SMOOTH IF REQUIRED TO MEET THESE TOLERANCES.
INDEPENDENT OF OTHER TOLERANCES GIVEN IN THE SPECIFICATIONS. GRIND
" IN VERTICAL ALIGNMENT. THESE GIVEN LIMITS ARE4
AND NOT MORE THAN
"16
ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN 10.
SURFACES WHERE ARMOR IS PRESENT TO ENSURE ARMOR IS CUT.
ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON ALL VERTICAL
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE 9.
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 AREAS 8.
DURING LOCKAGE OF TOWS. SEE SPECIFICATIONS.
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS 7.
SEEDING, ETC. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
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 SHALL 6.
INDICATES TO REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" 5.
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 THE 4.
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 WATERWAY 3.
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 SOLELY 2.
LEVEL (MSL) 1912 DATUM UNLESS NOTED OTHERWISE.
ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO MEAN SEA 1.
DROP AFFECTED. HYDROGRAPHS CAN BE OBTAINED FROM HTTP://RIVERGAGES.COM
SUCH THAT THE WATER IS STORED IN THE POOL AND A CORRESPONDING TAILWATER
DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. IT CANNOT BE REGULATED
DRESDEN IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY TO MAINTAIN A20.
RETURNING THE STAGING AREAS TO THEIR PRE-CONSTRUCTION CONDITION.
UPON COMPLETION OF STAGING AREA USE, THE CONTRACTOR IS RESPONSIBLE FOR
THERE IS NOT ENCROACHMENT ON PROPERTY NOT OWNED BY THE GOVERNMENT.
CONTRACTOR TO STAKE OUT ALL STAGING AREAS PRIOR TO USE TO ENSURE19.
REQUIRES WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
REMOVAL OF LOCK OPERATING EQUIPMENT PRIOR TO LOCK CLOSURE18.
SUCH UTILITIES AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER.
OFFICER. THE CONTRACTOR SHALL RELOCATE AND RESTORE
REPAIRED AT THE CONTRACTOR’S EXPENSE AS APPROVED BY THE CONTRACTING
EXCAVATION. ANY DAMAGE CAUSED BY THE CONTRACTOR’S ACTIVITIES SHALL BE
BY LAW, TO FOLLOW THE PROPER NOTIFICATION / LOCATE PROCEDURES PRIOR TO
CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR’S RESPONSIBILITY, AS REQUIRED
UTILITIES NOT SHOWN IN THESE PLANS MAY BE ENCOUNTERED DURING17.
SPECIFICATIONS FOR DETAILS.
MATERIAL REMOVED FROM THE LOCK BEFORE IT ENTERS THE RIVER. SEE
CONTRACTOR SHALL PROVIDE MEANS TO CAPTURE CONCRETE AND OTHER16.
NAVIGATION RESTRICTION PERIOD.
ALL PRECAST PANELS SHALL BE ON SITE PRIOR TO THE START OF THE15.
WELDING SOCIETY. FOLLOW THE LATEST APPLICABLE WELDING CODE.
WELDING SYMBOLS ARE IN CONFORMANCE WITH THE NOTATION OF THE AMERICAN14.
K
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E1
POSITION MONUMENT DETAIL
NO SCALE : E4
SETTING DIAGRAM
NO SCALE :
SURVEY DATA
NO SCALE :E5
REQUIRED TO BE TAKEN UNDER THIS CONTRACT
ITEMS MARKED "TBD" INDICATE MEASURMENTS
MARKER
STATION
PROPOSED
STATION DISTANCE ELEVATION
L1
L2
L3
41+83.50
41+83.50
41+83.50
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
L4
GENERAL NOTES
AND NAD 83 ILLINOIS EAST STATE PLANE COORDINATES.
5. ALL INFORMATION SHALL BE SUPPLIED IN MSL 1912 DATUM
THE MONUMENTS AND PREFORM THE SURVEY.
4. CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET
SPECIFICATIONS.
3. SURVEY SUBMITTAL OF NEW MARKERS REQUIRED PER
AND OR UPPER GUIDE WALL.
LINE AT DISTANCE INDICATED BY STATIONING ALONG LOCK
2. INTENT IS THAT THESE MARKERS BE PLACED IN A STRAIGHT
PER DETAIL PROVIDED.
BY CONSTRUCTION THESE MARKERS MUST BE REPLACED
1. PIER POSITION MARKERS EXIST AS SHOWN IF DISTURBED
120'60'0SCALE : 1"= 60-0"A1
LOCK INSTURMENTATION
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SOLICITATION
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PIER POSITION MARKER
BRASS ROD
WT. 15 LBS.
MAKEBRASS
SMOOTH SURFACE
SCALE HALF SIZE
SCALE: 6" = 2'-0"
AFTER CENTER PUNCHING.
STAMP IDENTIFICATION MARK
CENTER PUNCH AFTER SETTING.
GROUT
"8
SURFACE OF
CONCRETE
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SOLICITATION
GENERAL
A
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D
GENERAL SHEET NOTES
ILLINOIS RIVER
HOUSE
BOILER
EXISTING
HEAD GATES DAM
TOW
PATH ROAD
ARCH DAM
MOORING CELL (TYP)
DRESDEN ISLAND
LOCK ROAD PROJECT ACCESS
ACCESS BRIDGE
GATES DAM WITH
EXISTING TAINTER
STATION (CCS)
CENTRAL CONTROL
LOCK AND DAM
CHAMBER
LOCK
SEE NOTES.
BOAT RAMP.
PARKING. SEE NOTES.
ADDITIONAL CONTRACTOR
SEE NOTES.
STAGING AND PARKING AREA.
GOVERNMENT AND CONTRACTOR
N
ROAD.
PRIVATE ACCESS
AREA. SEE NOTES.
FLEETING AND MOORING
AVAILABLE CONTRACTOR
AREA. SEE NOTES.
FLEETING AND MOORING
AVAILABLE CONTRACTOR
ACCESS. SEE NOTES.
DO NOT BLOCK
FALLING SPUD POLES IS PROHIBITED.
FOR ANCHORING AND MOORING. THE USE OF FREE
POLES WITH CONTROLLED LOWERING CAN BE USED
FOR MOORING AGAINST THE DAM STRUCTURE. SPUD
AND UNLOADING PURPOSES. FENDERS ARE REQUIRED
INDICATED BOAT RAMP SHALL BE USED FOR LOADING
UPPER GUIDEWALL FOR FLEETING PURPOSES. THE
VERIFY WATER DEPTHS AS NEEDED BEHIND THE
AREAS ARE AS INDICTATED. THE CONTRACTOR SHALL
AVAILABLE CONTRACTOR FLEETING AND MOORING 4.
FACILITIES ARE NOT BLOCKED.
PARKING AREAS SO THAT ACCESS TO THE L&D
THE CONTRACTOR SHALL OCCUPY THE STAGING AND 3.
LOCKMASTER.
GATES AS NEEDED WITH THE COR AND L&D
SHALL COORDINATE ACCESS THROUGH FENCING
PROJECT ACCESS IS AS INDICATED. THE CONTRACTOR 2.
COR AS NEEDED.
AVAILABLE AND SHOULD BE COORDINATED WITH THE
LOCATIONS WITH THE COR. ADDITIONAL PARKING IS
CONTRACTOR SHALL COORIDINATE THE EXACT
PARKING AREAS ARE AS INDICATED. THE
GOVERNMENT AND CONTRACTOR STAGING AND 1.
SHEET KEYNOTES
VOLUME III - OPTION F UPPER GUIDE WALL 6.
WALL MACHINERY PIT
VOLUME II - OPTION A AND OPTION E LOWER RIVER 5.
WALL MACHINERY PIT
VOLUME II - OPTION A AND OPTION D LOWER LAND 4.
MACHINERY PIT
VOLUME II - OPTION A AND OPTION C UPPER LAND WALL 3.
MACHINERY PIT
VOLUME II - OPTION A AND OPTION B UPPER LAND WALL 2.
VOLUME I - BULKHEAD RECESS 1.
STORAGE AREA
GOVERNMENT
GUIDE WALL
UPPER
STAGING AREA
CONTRACTOR
N E
R A
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VOLUME I: BULKHEAD RECESS
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SOLICITATION
0 4' 8' 12'SCALE : 3/16"=1'-0"
F L
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CHAMBER
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L
EMERGENCY MITER GATE RECESSES
SD120
A1
UPPER MITER GATE RECESSES
SD110
A1
STA 35+10.01
STA 35+84.49 STA 35+84.49
C O
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L A
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A1
ENLARGED LOCK PLAN - CONCRETE DEMOLITION
EL 510.0
TOP OF LOCK WALL
EL 510.0
TOP OF LOCK WALL
EL 471.0
EL 488.15
G R
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MITER GATE SILL
EMERGENCY
N
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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
A
R O
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SD330
A1
/0
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K
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AND LOCKMASTER.
COORDINATE WITH KO
EXISTING HANDRAIL.
REMOVE AND REINSTALL
A M
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GENERAL SHEET NOTES
SIMILAR TO SECTION A3
DEPTH OF ANCHORAGE
0 4' 8' 12'SCALE : 3/16"=1'-0" N
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'-6
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'-2
6"
EXCAVATING
BEFORE
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REMOVE 10"
2'-1
11"
S T
A
M J
S T
A
M J
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
"2 12'-6
"4
SIDEWALK
15' -2
2'-8
3'-2"
"16 15'-3
LOCK WALL
BACK OF
LIGHT POLE
HIGH MAST
SD210
A1
SD301
A7
SD301
A4
SD301
A1
A1
PLAN - CONCRETE DEMOLITION - LAND WALL
/0
/2
K
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A
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"8 51'-3
"8 51'-3
TRANSITION TYP
DEMO FOR ARMOR
W E
K
R
B J
O N
E S
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
D
IM
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S
IO
N A
N D N
O T
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IS
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N D G
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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.
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GENERAL SHEET NOTES
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VOLUME I - A
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3'-2"
"4
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"4
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2'-8"
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SD301
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SD301
E4
SD301
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RECESS
FACE OF
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REMOVE AND DISPOSE
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OF PINTLE CASTING AND
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2. THE ESTIMATED WEIGHT OF THE PINTLE BALL IS 1,100
FOR PROPER HANDLING AND DISPOSAL REQUIREMENTS.
CONTRACTOR TO COMPLY WITH SPECIFICATION 02 83 13
1. EXISTING HANDRAIL IS COATED WITH LEAD BASED PAINT.
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US Army Corps
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GENERAL SHEET NOTES
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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.
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US Army Corps
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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.
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K B
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SECTION
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SECTION
10'-6"
3'-0"
10'-6"
3'-0"
10'-6"
3'-0"
3'-0"
10'-6" 2'-0"
2'-0"
EL 510.0
EL 510.0
EL 510.0
EL 510.0
EL 510.0
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EL 485.82
RECESS
FACE OF
RECESS
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
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' SCALE : 3/8"=1'-0" 0 2' 4' 6'
SCALE : 3/8"=1'-0" 0 2' 4' 6'
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THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 4.
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ALONG THE PERIMETER.
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CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
A
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COORDINATE LOCATION WITH
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SOLICITATION
S-222
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US Army Corps
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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+15.01
END OF SILLBEAM
STA 35+11.37
BEARING PLATE
FACE OF BULKHEAD
STA 35+15.01
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
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SOLICITATION
B J
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A M
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ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL WITHOUT PRECAST PANELS
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
#9 BAR (TYP)
E L E
V A
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S
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EL 506.5
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EL 485.82
8 SP @ 2'-8" = 16'-0"2'-8"2'-8"2'-8"2'-8"5'-4"2'-8"5'-4"
S
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EL 485.82
W E
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SOLICITATION
B J
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TOP OF ROCK
APPROXIMATE
A M
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S
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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
C
D
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F
S-502-A1
S-502-D1
A N
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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
SOLICITATION
EL 485.82
EL 488.66
TOP OF PRECAST PANELS
4'-0" 4'-0"
PANEL TYP
PRECAST
SLOT
BULKHEAD
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
POLE
MAST LIGHT
EXISTING HIGH
PANEL SEAT
PRECAST
EL 479.0
TOP OF ROCK
APPROXIMATE
TOP OF WALL
EL 510.0
4 SPACES @ 8'-0" = 32'-0" 4 SPACES @ 8'-0" = 32'-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.
B J O
N E
S
K B
U
IS
/0
/2
A R
O D
B J O
N E
S
VOLUME I - A
ADJACENT.
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
/4
EL 488.15
CONCRET SILL
RECESS
A M
D
T H
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D
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F A
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A 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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0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
A1 ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL WITHOUT PRECAST PANELS
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
E C
E S
S L
E L E
V A
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IO
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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
O N
E S
S
P
EL 488.15
EL 485.82
A M
D
D
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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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SHEET ID
A
B
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D
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S-505-D1S-502-A1
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0 4' 8' 12'SCALE : 3/16"=1'-0"
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL WITH PRECAST PANELS
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'-
A M
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F A
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US Army Corps of Engineers
US Army Corps
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US Army Corps
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L A
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K
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S E
S
H A
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0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
A1
ELEVATION - HANDRAIL - RIVER WALL
SOLICITATION
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
E S
K
B U
IS
/0
/2
A
R O
D
B J
O N
E S
EL 485.82
3'-3" 3'-3"
6'-6" 6 SPACES @ 6'-0" = 36'-0"6 SPACES @ 6'-0" = 36'-0"
8" 8"
S I
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L A
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IL
L
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L A
N D D
IS
T R
IC
T
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A R
M Y C
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P S O
F E
N G
IN
E E
R S
IL
L
IN
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IV
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A S
IN
B J
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E S
N .T .S
S-301
S E
C T
IO
N S
A1
SECTION
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
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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' SCALE : 3/8"=1'-0" 0 2' 4' 6'
SCALE : 3/8"=1'-0" 0 2' 4' 6'
EL 485.82
A
R O
D
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
C
N C
R E
T E P
L A
C E
M E
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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
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
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L A
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W A
L L
S E
C T
T
A
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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
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C A
N C
H O
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C A
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C A
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C A
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C A
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S-501
A6
L LLLLLL
0 4' 8' 12'SCALE : 3/16"=1'-0"
SECTION - PRECAST PANEL AND BULKHEAD RECESS - LANDWALL
1 2
SHEET KEYNOTES
CONTRACTOR SHALL TENSION THIS ANCHOR TO 50K.2.
CONTRACTOR SHALL TENSION THIS ANCHOR TO 90K.1.
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
D5 S-502
D8 S-502
D5
11'-6"8'-0"8'-0"8'-0"8'-0"11'-6"
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 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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S
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D B
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S
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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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D
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P
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D
S
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L A
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IL
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L A
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F E
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N I S
L A
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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
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
SOLICITATION
VOLUME I - A
A
R O
D
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
6" CLR
#9 BAR
PANEL
PRECAST
SEAT
PANEL
PRECAST
SILL
CONCRETE
2'-6" EMBED
6" CLR
EMBED 18"
#6B @ 12"
EPOXY
DRILL AND
B J
O N
E S
K
B U
IS
/0
/2
B J
O N
E S
C L
R
10'-6"
C L
R
10'-6"
6" CLR
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 510.0
EL 508.83
TOP OF WALL
TOP OF PRECAST PANELS
EL 485.15
TOP OF SILL
EL 510.0
TOP OF WALL
CONCRETE SILL
RECESS
SILL
CONCRETE
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
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D B
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D E
S C
R
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N M
A R
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A T
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S
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D B
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C O
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O
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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
A
B
C
D
E
F
S I
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S E
S
L A
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W A
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A
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D
SEAT
PANEL
PRECAST
SILL
CONCRETE
SEAT
PANEL
PRECAST
SLOT
BULKHEAD
ASSEMBLY
PLATE
PROTECTION
A1
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
B J
O N
E S
K
B U
IS
/0
/2
B J
O N
E S
EL 510.0
TOP OF WALL
EL 510.0
TOP OF WALL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
SILL
RECESS CONCRETE
SILL
RECESS CONCRETE
SILL
CONCRETE
1 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
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D E
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A R
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S
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D B
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C A
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P L
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C O
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O
D A
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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
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F
N .T
.S
S-320
D
A N
C H
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D
IM
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S E
S
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IV
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W A
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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
0 4' 8' 12'SCALE : 3/16"=1'-0"A1
SECTION - PRECAST PANEL AND BULKHEAD RECESS - RIVER WALL
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.
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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.
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