A22_-_Plans_General(a).pdf
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DRESDEN ISLAND LOCK
UPPER BULKHEAD RECESSES
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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
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US Army Corps
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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
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2 3 4 5 6 7 8 9 10
JULY 2019
W E
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W912EK19R0016Solicitation:
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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
GENERAL 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
VOLUME II
GENERAL
A - MACHINERY PIT
A - MACHINERY PIT (CONT.)
A
R O
D
ELECTRICAL CABLE SCHEDULES
ELECTRICAL GENERAL NOTES
COVER SHEET
E-601
E-001
G-001
C-101 GENERAL SITE PLAN
SURVEY CONTROL PLAN
GUIDEWALL SURVEY MONITORING PLAN
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
DETAILS HANDRAIL
DETAILS SILL CONCRETE
DETAILS GRATING
DETAILS CHECK POST
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 RIVER WALL
ELEVATION NEW WORK RIVER WALL
ELEVATION LAND WALL
ELEVATION NEW WORK LAND WALL
PLAN SILL CONCRETE WEEP HOLE PLACEMENT
PLAN SILL CONCRETE PLACEMENT
PLAN NEW WORK RIVER WALL
PLAN NEW WORK LAND WALL
ENLARGED LOCK PLAN
SD301
SD220
SD210
SD120
SD110
SD101
SECTIONS CONCRETE DEMOLITION
ELEVATIONS CONCRETE DEMOLITION RIVER WALL
ELEVATIONS CONCRETE DEMOLITION LAND WALL
PLAN CONCRETE DEMOLITION RIVER WALL
PLAN CONCRETE DEMOLITION LAND WALL
PLAN CONCRETE DEMOLITION ENLARGED LOCK
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-501
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 PRECAST PANELS - BULKHEAD
DETAILS PRECAST PANELS - BULKHEAD
DETAILS PRECAST PANELS - BULKHEAD
DETAILS PRECAST PANELS - BULKHEAD
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
DETAILS PRECAST PANELS
SECTIONS PRECAST PANELS
SECTIONS PRECAST PANELS
SECTIONS PRECAST PANELS
ASSEMBLY - PRECAST PANEL BULKHEAD SLOT
ASSEMBLY - PRECAST PANEL TYPICAL
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
SECTION 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
MACHINERY PHOTO
DETAILS
DETAILS
SECTIONS BULL GEAR REPAIRS
SECTION INSTALLATION
SECTION DEMOLITION
PLAN MACHINERY PIT
GENERAL NOTES MECHANICAL
M-901
M-502
M-501
M-303
M-302
M-301
M-101
M-001
E-932
E-931
E-922
E-921
E-912
E-911
E-902
E-901
E-431
E-421
E-411
E-401
E-131
E-121
E-111
E-101
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 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
GENERAL
COVER SHEETG-001
B - FABRICATION
S-512
S-511
S-501
S-301
S-101
DETAILS MACHINERY PIT COVER PLATES
DETAILS MACHINERY PIT COVER PLATES
DETAILS MACHINERY PIT PLATFORM
SECTIONS MACHINERY PLATFORM ASSEMBLY
PLAN MACHINERY PIT PLATFORM ASSEMBLY
M-505
M-504
M-503
M-502
M-501
M-001
DETAILS SECTOR GEAR BASE
DETAILS ROLLER BASE
DETAILS MITER GATE OPERATING MACHINERY
DETAILS MITER GATE OPERATING MACHINERY
DETAILS MITER GATE OPERATING MACHINERY
MECHANICAL GENERAL NOTES
VOLUME III - UPPER APPROACH WALL
VOLUME II - MACHINERY PITVOLUME I - BULKEAD RECESS
VOLUME I - BULKHEAD RECESS
SD921
SD901
SD321
SD301
SD121
SD102
SD101
PHOTOS UPPER APPROACH WALL BULLNOSE
PHOTOS UPPER APPROACH WALL
SECTION UPPER APPROACH WALL BULLNOSE REMOVAL
SECTION UPPER APPROACH WALL CONCRETE REMOVAL
PLAN UPPER APPROACH WALL BULLNOSE REMOVAL
PLAN UPPER APPROACH WALL CONCRETE REMOVAL
PLAN UPPER APPROACH WALL CONCRETE REMOVAL
S-501
S-321
S-301
S-124
S-123
S-122
S-121
S-102
S-101
S-001
DETAIL UPPER APPROACH WALL RIENFORCING 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 REINFORCEMENT
PLAN UPPER APPROACH WALL BULLNOSE CENTER REINFORCEMENT
PLAN UPPER APPROACH WALL BULLNOSE
PLAN UPPER APPROACH WALL CONCRETE REPLACEMENT
PLAN UPPER APPROACH WALL CONCRETE REPLACEMENT
SITE PLAN UPPER APPROACH WALL
E-901
E-601
E-101
E-001
ELECTRICAL PHOTOS
ELECTRICAL CABLE SCHEDULES
ELECTRICAL PLAN - UPPER GUIDEWALL
ELECTRICAL GENERAL NOTES
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ABBREVIATIONS
LEGEND
BULKHEAD RECESS SURVEY PLANV-103
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®of Engineers
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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 THE14.
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 AND13.
CLOSURE PERIODS.
CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION12.
SMOOTH IF REQUIRED TO MEET THESE TOLERANCES.
INDEPENDENT OF OTHER TOLERANCES GIVEN IN THE SPECIFICATIONS. GRIND
" IN VERTICAL ALIGNMENT. THESE GIVEN LIMITS ARE4
1AND NOT MORE THAN
"16
1ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN 11.
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 BE10.
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 AREAS9.
DURING LOCKAGE OF TOWS. SEE SPECIFICATIONS.
DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS8.
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 SHALL7.
INDICATES TO REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"6.
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.
LEVEL (MSL) 1912 DATUM UNLESS NOTED OTHERWISE.
ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO MEAN SEA2.
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.
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 A21.
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 ENSURE20.
REQUIRES WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
REMOVAL OF LOCK OPERATING EQUIPMENT PRIOR TO LOCK CLOSURE19.
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 DURING18.
SPECIFICATIONS FOR DETAILS.
MATERIAL REMOVED FROM THE LOCK BEFORE IT ENTERS THE RIVER. SEE
CONTRACTOR SHALL PROVIDE MEANS TO CAPTURE CONCRETE AND OTHER17.
RESTRICTION PERIOD.
ALL PRECAST PANELS SHALL BE ON SITE PRIOR TO THE START OF THE16.
WELDING SOCIETY. FOLLOW THE LATEST APPLICABLE WELDING CODE.
WELDING SYMBOLS ARE IN CONFORMANCE WITH THE NOTATION OF THE AMERICAN15.
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AMERICAN WELD SOCIETYAWS
AVERAGEAVG
AND MATERIALS
AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
ALTERNATEALT
STEEL CONSTRUCTION
AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
ADDITIONALADDL
ANCHOR BOLTAB
DOWELDWL
DRAWINGDWG
DETAILDTL
DOWNSTREAMDS
DEAD LOADDL
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA OR Ø
DEMOLISH OR DEMOLITIONDEMO
DOUBLEDBL
DEFORMED ANCHOR STUDDAS
DEPTHD
FOOTINGFTG
FOOTFT
FRAMINGFR
FACE OF WALLFOW
FACE OF BUILDINGFOB
FOUNDATIONFND
FLOORFLR
FINISHFIN
FLOOR DRAINFD
FRACTURE CRITICAL MEMBERFCM
CONCRETE COMPRESSIVE STRENGTHf'c
ISOLATION JOINTISO JNT
INTERIORINT
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INSIDE FACEI.F.
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INSULATED CONCRETE FORMSICF
INTERNATIONAL BUILDING CODEIBC
IN ACCORDANCE WITHIAW
HEIGHT OR HEAT TREATHT
HORIZONTALHORIZ
HEADERHDR
HEADED ANCHOR BOLTHDAB
HEADED CONCRETE ANCHORHCA
F
G
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UTILITYUTIL
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UNIFIED FACILITIES CRITERIAUFC
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KIPS PER SQUARE INCHKSI
NOT TO SCALENTS
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OUTSIDE DIAMETEROD
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POLYVINYL CHLORIDEPVC
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PROJECTPROJ
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POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
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WELDED WIRE REINFORCEMENTWWR
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WITHOUTW/O
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SYMBOLS
AT@
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GRADE BEAMGB
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REFERENCEREF
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CHECKPOSTCP
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CONTINUE OR CONTINUOUSCONT
CONSTRUCTIONCONST
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NOTE: NOT ALL ABBREVIATIONS
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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES
REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE AND LOCATION.14.
RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESSES.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL OF THE
" GAP2
1IT IS INTENDED TO POSITION RECESSES TO ACHIEVE A 113.
".2
1ANOTHER MORE THAN
BULKHEAD RECESSES SHALL NOT VARY IN ALIGNMENT WITH ONE12.
IN 10'-0".
"16
1BULKHEAD RECESSES SHALL NOT VARY FROM PLUMB MORE THAN 11.
AND FABRICATION OF MATERIAL.
SHOWN ON THE DRAWINGS PRIOR TO SHOP DRAWING PREPARATION
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS10.
FOR NECESSARY PLAN OR GRADE CHANGES.
ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
CONSTRUCTION. CONTRACTOR SHALL NOTIFY IF ANY DISCREP-
TION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO
FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE9.
THAT MAY AFFECT THE COMPLETION OF THIS WORK.
OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER8.
EQUIPMENT.
HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR
SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION
UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR7.
AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED6.
MSL 1912.
AS (EL. XX.XX') REFERENCED TO THE REFERENCE ELEVATION,
ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED5.
COMPLETION OF THE PROJECT.
SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
TEMPORARY BRACING, GUYS OR TIE DOWNS. SUCH MATERIAL
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS
SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
STABLE. IT IS THE CONTRACTOR'S SOLE
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND4.
NING WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGIN-
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.
FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.
TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS
OTHER DRAWINGS. COORDINATE THE WORK OF OTHER
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.
THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND1.
FORM WORK.
COMPONENTS SHALL BE SEPARATE FROM THE CONCRETE
PRIOR TO ERECTION OF CONCRETE FORM WORK. ALL THESE
ARMOR, ANCHORS, REINFORCING, EMBEDDED METALS, ETC.,
13. CONTRACTOR SHALL PLACE AND SECURE IN POSITION ALL
REMOVAL LIMITS.
NOTED OTHERWISE. CUT/SAW ARMOR AT CONCRETE
REPLACEMENT SHALL BE REMOVED AND REPLACED UNLESS
12. EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE
FIELD ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
11. CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE
APPROVED BY THE CONTRACTING OFFICER.
ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE
THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
10. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE
STRENGTH OF 1,000 PSI.
BEGIN UNTIL THE TREMIE HAS REACHED A COMPRESSIVE
LIMITED TO 6 FT. THE NEXT LIFT PLACEMENT SHALL NOT
9. TREMIE PLACEMENT BEHIND THE PRECAST PANEL IS
UNLESS NOTED OTHERWISE.
COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT 28 DAYS,
8. CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM
UNLESS NOTED OTHERWISE.
COMPRESSIVE STRENGTH (fc) OF 6,500 PSI AT 28 DAYS
7. ALL PRECAST PANEL CONCRETE SHALL HAVE A MINIMUM
28 DAY, UNLESS NOTED OTHERWISE.
MINIMUM COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT
6. ALL TREMIE CONCRETE SHALL HAVE A
3/4" UNLESS NOTED OTHERWISE.
5. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED
PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND MAINTAINED SECURELY IN
4. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,
SURFACES.
ON GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
3. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS
FULL MESH SPACING.
WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ON
ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED
2. WELDED WIRE REINFORCEMENT SHALL CONFORM TO
WITH (ACI 318).
BY THE CONTRACTOR SHALL BE IN ACCORDANCE
CONCRETE (ACI 301). ALL CONCRETE DESIGN PERFORMED
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE
STUD WELDING SHALL CONFORM TO AWS D1.1.16.
ALL FILLET WELDS SHALL RECEIVE 100% MAGNETIC PARTICAL TESTING.15.
ASSEMBLY.
SURFACES SHALL BE COATED WITH PRIMER PRIOR TO
ALL FAYING SURFACES WITH THE EXCEPTION OF GALVANIZED14.
ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 UNO.
TESTING AND INSPECTION OF WELDS SHALL BE IN13.
SPECIFICATIONS.
STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED12.
(STAINLESS STEEL), SEE SPECIFICATIONS.
ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL11.
THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.
SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF
ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED10.
TREATMENT FROM MANUFACTURER/FABRICATOR.
CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED
WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,
ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED9.
AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND8.
THE CONTACT.
FILLET WELD IN THE PLANS ALONG ALL EDGES OF
WATERTIGHT BY RUNNING THE SPECIFIED SIZED
INTENDED TO BE SUBMERGED SHALL BE SEALED
STEEL SURFACES IN CONTACT WITH MEMBERS 7.
DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL6.
APPROVAL.
DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR
DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 5.
WITH CRESELECTRODES.
WELDS ON CORROSION RESISTING STEEL SHALL BE MADE
CONTRACT SPECIFICATION, USING 70 KSI ELECTRODES, ALL
AWS D1.1, IN ACCORDANCE WITH THE
ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF4.
FABRICATION.
COATED IN ACCORDANCE WITH ASTM A123 AFTER
WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE
GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE3.
(* Fy BASED ON 0.2% OFFSET STRAIN)
(Fy IS THE MINIMUM YIELD STRENGTH)
Fy = 30 KSI*ASTM A276 TYPE 304F. CRES:
ASTM F3125 GR A325E. HIGH-STRENGTH BOLTS:
ASTM F1554 GRADE 105 Fy = 105 KSID. ANCHOR RODS:
Fy = 50 KSIASTM A572C. SHAPES/PLATES:
Fy = 35 KSIASTM A53 GRADE BB. PIPE:
Fy = 50 KSIASTM A572A. W-SHAPES:
SHALL MEET THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.
FOURTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.
ADHESIVE ANCHOR NOTES
OFFICER'S REPRESENTATIVE.
EMBEDDED IN HARDENED, SOUND CONCRETE, UNLESS APPROVED BY CONTRACTING
21. REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE BENT AFTER BEING ADHESIVELY
DAMAGED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
SURFACE. ANCHORS DISPLACED BEFORE FULL ADHESIVE CURE SHALL BE CONSIDERED
DRAWINGS, ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE CONCRETE
DISPLACEMENT WHILE THE ADHESIVE CURES. UNLESS SHOWN OTHERWISE ON THE
20. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED IN-PLACE TO PREVENT
LOOSE RUST, PAINT, OR OTHER COATINGS.
19. ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN, OIL-FREE, AND FREE OF
TO PREVENT LOSS OF THE ADHESIVE DURING CURING.
THE SURFACE SHALL BE SEALED AT HORIZONTAL TO VERTICALLY OVERHEAD LOCATIONS
ANCHOR TO THE SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND ANCHORS AT
WITHDRAWN AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATING THE
TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND
18. UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE SHALL BE DISPENSED THROUGH A
HOLE HAS BECOME CONTAMINATED AFTER INITIAL CLEANING.
IF IN THE OPINION OF THE ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE THAT THE
17. A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING THE HOLE WAS JUST DRILLED, UNTIL THE ADHESIVE IS INSTALLED.
16. DRILLED AND CLEANED ANCHOR HOLES SHALL BE PROTECTED FROM CONTAMINATION
REQUIRED BY THE MPII.
15. ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE INJECTION, AS
OR ROCK DRILL.
14. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A ROTARY IMPACT HAMMER DRILL
BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP VACUUMS, WRENCHES, ETC.
ANCHOR INCLUDING, BUT NOT LIMITED TO DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,
13. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO INSTALL THE ADHESIVE
INSTALLATION INSTRUCTIONS (MPII).
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S PRINTED
ADHESIVE ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS POST-INSTALLED ADHESIVE
12. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL
RECOMMENDED BY THE MANUFACTURER.
11. ADHESIVE SHALL BE STORED AND INSTALLED AT THE SERVICE TEMPERATURE RANGE
DEPTH SHALL BE 1'-6" AND MINIMUM STICK-OUT SHALL BE 6".
OF ANCHORS BEING INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM EMBEDMENT
SHALL BE AS SHOWN ON THE DRAWING OR DETAIL FOR THE PARTICULAR ANCHOR OR GROUP
10. EMBEDMENT DEPTH AND ANCHOR PROJECTION (STICK-OUT) FROM THE CONCRETE SURFACE
LEAST 50 DEGREES FAHRENHEIT.
9. CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL BE AT
AGE OF 21 DAYS.
8. CONCRETE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A MINIMUM
TIME OF ADHESIVE ANCHOR INSTALLATION.
7. NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT THE
ASTM A615, GRADE 60.
6. REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS ASSEMBLIES SHALL CONFORM TO
ON THE DRAWINGS.
5. ALL-THREADED ROD TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS NOTED
b. UNCRACKED CONCRETE BOND STRESS: ԏuncr = 1670 PSI
a. CRACKED CONCRETE BOND STRESS: ԏcr = 805 PSI
THE DESIGN USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:
ANCHORS, THE FOLLOWING MINIMUM VALUES FOR BOND STRESS WERE ASSUMED FOR
4. ANCHORAGE DESIGN IS IN ACCORDANCE WITH CHAPTER 17 OF ACI 318-14. FOR ADHESIVE
SUPPLIES FOR PROPERTY CLEANING THE DRILLED HOLE.
NOZZLE, EXTENSION TUBE, A DISPENSING GUN, AND ALL MANUFACTURER RECOMMENDED
SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE NEW ADHESIVE, A CLEAN MIXING
3. THE ADHESIVE ANCHORS SELECTED SHALL BE SUPPLIED AS AN ENTIRE SYSTEM. THE
CONCRETE AND COMMENTARY.
ACCEPTANCE CRITERIA FOR QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN
SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY PUBLISHED ACI 355.4,
2. THE ADHESIVE ANCHOR SYSTEM USED FOR POST-INSTALLED ANCHORAGE TO CONCRETE
1. DESIGN BASIS: HILTI HIT-RE 500 V3.
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REINFORCEMENT NOTES
NEW CONCRETE
EXISTING CONCRETE
FACE OF CONCRETE
SECONDARY REINFORCEMENT
A2
MINIMUM CLEAR COVER
SCALE : NO SCALE
3" MIN (TYP)
S E
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SCALE : NO SCALEA4
CLEARANCE DIAGRAM FOR BULKHEAD RECESS
in8 53ft-3
5ft-1in in ft -9 in ft -1
O F L
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K W
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F A
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BUFFER
REACTION BLOCK
in CLR16 in C
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ASSEMBLY
RECESS
BULKHEAD
in ft -0
CONCRETING RESPECTIVELY.
ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.
FORCING BARS.
CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.
ACI 301, ACI 315, AND ACI 318A.
CRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF:
FABRICATION, AND PLACING OF REINFORCING BARS AND CON-
UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,14.
THE DRAWINGS.
DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A13.
SHALL COMPLY WITH ACI 318 PARAGRAPH 12.14.3.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING
NO WELDING SHALL BE PERMITTED ON REINFORCEMENT12.
CONTRACTING OFFICER.
CONSTRUCTABILITY AND APPROVED BY THE
SPLICES MAY BE MADE WHERE ESSENTIAL FOR
SHALL BE BASED ON THE SMALLER BAR BEING LAPPED.
WITH ACI 318-14. SPLICE LENGTHS
REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE11.
EMBEDDED LENGTH CANNOT BE OBTAINED.
PROVIDE HOOKS IF THE REQUIRED STRAIGHT
LENGTHS BE IN ACCORDANCE WITH ACI 318-14.
REINFORCEMENT EMBEDDED LENGTHS AND HOOK 10.
BY THE CONTRACTING OFFICER.
EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS APPROVED
INSTALLATION. FIELD BENDING OF REINFORCEMENT PARTIALLY
ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO9.
CONTRACTING OFFICER.
DRAWINGS OR AS OTHERWISE APPROVED BY THE
BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE8.
OFFICER.
BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE
WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED7.
CONTINUOUS ACROSS EXPANSION JOINTS.
CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE
REINFORCEMENT SHALL BE CONTINUOUS ACROSS 6.
REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.5.
FORCEMENT.
2.5 TIMES THE MAXIMUM DIAMETER OF THE REIN-2.
AGGREGATE.
1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE1.
IN NO CASE SHALL THE COVER BE LESS THAN:B.
SURFACES EXPOSED TO ABRASION............................6"5.
ATION.................................................................................4"
UNFORMED SURFACES IN CONTACT WITH FOUND-4.
EQ TO OR GREATER THAN 24" IN THICKNESS............4"3.
GREATER THAN 12" AND LESS THAN 24" THICK.........3"2.
WITH ACI 318
12" OR LESS IN THICKNESS.................IN ACCORDANCE1.
FORMED AND SCREEDED SURFACES:A.
BE:
REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL
MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR4.
CONCRETE AND COMMENTARY."
TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM3.
INSTITUTE.
NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE2.
(FY = 60,000 PSI).
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601.
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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 - VOLUME III - UPPER GUIDE WALL 6.
PIT
VOLUME II - OPTION D LOWER RIVER WALL MACHINERY 5.
PIT
VOLUME II - OPTION C LOWER LAND WALL MACHINERY 4.
PIT
VOLUME II - OPTION B UPPER LAND WALL MACHINERY 3.
VOLUME II - OPTION A UPPER I-WALL MACHINERY PIT 2.
VOLUME I - BULKHEAD RECESS 1.
STORAGE AREA
GOVERNMENT
GUIDE WALL
UPPER
STAGING AREA
CONTRACTOR
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120'60'0SCALE : 1"= 60-0"A
SURVEY CONTROL PLAN
GENERAL NOTES
SURVEY CONTROL
DRESDON
RM 2
RM 1
RM-2 1723134.40 998029.75 509.68 BRASS DISC IN LOCK WALL
RM 1 1723184.72 998466.15 509.69 BRASS DISC IN LOCK WALL
DRESDON 1723082.31 998623.62 513.76 CONC MONUMENT 0+00 ML = 821+54.38 DL
POINT NORTHING EASTING MSL1912 DESCRIPTION
TO 509.7
THE AVERAGE AS BUILT ELEVATIONS ARE CLOSER
ELEVATION ACTUAL WALL ELEVATIONS VARY BUT
THE 1912 DATUM AS BEING 510.0 THIS WAS A DESIGN
5. PLAN SET INDICATES TOP OF WALL ELEVATIONS IN
FEET.
HISTORIC NGVD 29 DATUM ADD APPROXIMATLY 0.449
4. TO CONVERT PROJECT VERTICAL DATUM MSL 1912 TO
FEET.
TODAYS NAVD 88 DATUM ADD APPROXIMATLY 0.663
3. TO CONVERT PROJECT VERTICAL DATUM MSL 1912 TO
USING GEIOD 12A (CONUS), UNITS: U.S. SURVEY FEET
ILLINOIS EAST - 1201, VERTICAL DATUM: NGVD 1929
2. PROJECT DATUMS: HORIZONTAL: NAD 83 STATE PLANE
1. CONTROL SURVEYS COMPLETED FEBURARY 2014.
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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
N
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S T
A
.3
C P
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T
A
.3
S T
A
.3
S T
A
.8
S T
A
.8
S T
A
.3
S T
A
.3
S T
A
.8
S T
A
.3
S T
A
.3
S T
A
S T
A
.3
S T
A
.5
L3
L2
L1
L4 L4A
L5
L6
L7
L8
R1
R2
R3
S T
A
.3
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SCALE HALF SIZE
SCALE: 6" = 2'-0"
AFTER CENTER PUNCHING.
STAMP IDENTIFICATION MARK
CENTER PUNCH AFTER SETTING.
GROUT
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SURFACE OF
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SETTING DIAGRAM
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US Army Corps
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GENERAL SHEET NOTES
A4
SECTION
LANDWALL
i) h) g) f) e) d) c) b) a)
6.
5.
4.
3.
2.
1.
7.
WITHIN 50 DAYS AFTER NTP
SURVEY SHALL BE COMPLETED WITHIN 45 DAYS OF NOTICE TO PROCEED (NTP) AND RESULTS SUPPLIED TO THE GOVERNMENT
RIVER WALL
0 4' 16'8'SCALE : 1/8"=1'-0"
BETWEEN WALLS.
LANDWALL AND IC1 TO FACE OF RIVERWALL, TO VERIFY DISTANCE
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND IC1, AS WELL AS DISTANCE FROM LC1 TO FACE OF
CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE RIVER WALL, 90 DEGREES TO LINE GH, BY SURVEY.
CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.
NEW MONUMENTS.
GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET
FEET APART.
TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5
BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM
BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE
SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.
AT DIMENSION SHOWN.
LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE OF THE BULKHEAD RECESS
MORE THAN FIVE FEET APART.
MINIMUIM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO
CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4. THE
ESTABLISH LINE CD: FROM A POINT 48 FEET UPSTREAM TO A POINT 51 FEET DOWNSTREAM OF PRELIMINARY RECESS
MORE THAN FIVE FEET APART.
MINIMUIM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO
THE CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE AB: FROM A POINT48 FEET UPSTREAM TO A POINT 51 FEET DOWNSTREAM OF PRELIMINARY RECESS
CL
48'-0''51'-0''
CL
STA. 17+01.41
RECESS CENTERLINE
PRELIMINARY BULKHEAD
STA. ??+??.??
RECESS CENTERLINE
PRELIMINARY BULKHEAD
MONUMENT RC2
CONSTRUCTION CONTROL
MONUMENT RC1
CONSTRUCTION CONTROL
MONUMENT LC1
CONSTRUCTION CONTROL
MONUMENT LC2
CONSTRUCTION CONTROL
A B
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BULKHEAD RECESS SURVEY PLAN
SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:
INTERMEDIATE WALL.
CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE
AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR
THE LOCATION OF THE CENTERLINE OF THE RECESS.
GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR
AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO THE
FIELD BOOK
DISTANCE UNITS US SURVEY FEET
COORDINATE UNITS US SURVEY FEET
GEOID 12A
VERTICAL DATUM MSL 1912
PROJECT DATUM NAD 83
ZONE ILLINOIS EAST - 1202
COORDINATE SYSTEM STATE PLANE
PROJECT 04 DRESDEN ISLAND UPPER BULKHEAD RECESSES
DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION
A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.
ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO
V-103
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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E
SHEET ID
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B
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D
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W E
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DI-19-10
DI-19-11 DI-19-09 DI-19-02
DI-19-08
DI-19-06
DI-19-05
DI-19-04
DI-19-01
DI-19-07 DI-19-13
DI-19-12
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