A14_-_Draft_Plans_Part_1.pdf
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DRAFT
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IN
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IN
G S
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
LEGENDS AND ABBREVIATIONS
STRUCTURAL ABBREVIATIONS
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
B
IW
L D
V O
L -I
G -0 x x x .d g n
COVER SHEET
E-001
E-101
E-601
GENERAL ELECTRICAL NOTES
ELECTRICAL PLAN - UPPER LOCK CHAMBER
REVIEW
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
G-101 GENERAL SITE PLAN
SURVEY CONTROL PLAN
GUIDEWALL SURVEY MONITORING PLAN
B - PRECAST PANEL SEAT
B J
O N
E S
K
B U
IS
M
C A
C K
L E
Y
VOLUME I
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
/1
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 RECESSVOLUME 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
S O
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REVIEW
A
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E
P L
A N
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
B J
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B U
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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.
/0
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VOLUME I
REVIEW
N .T .S
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ARMOR
EXISTING WALL
ARMOR
EXISTING CORNER
E
F
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
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GENERAL ELECTRICAL NOTES
.P
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REVIEW
RE-INSTALLED.
RACEWAY LOCATION OF ALL CABLES TO BE REPLACED OR
NOT LIMITED TO: SIZE, QUANTITY, TYPE, AND TERMINAL AND
RESPONSIBLE FOR FIELD CONFIRMING ITEMS INCLUDING, BUT
AND CABLE NAMES AND LOCATIONS. CONTRACTOR IS
PANELBOARD SCHEDULES, EQUIPMENT, CONTROL DIAGRAMS,
SEE REFERENCE DRAWINGS FOR APPROXIMATE 35.
CONTRACTION COUPLINGS MUST BE CONCRETE-EMBEDDED.
JOINTS. USE FERNCO TYPE JOINTS WHEN EXPANSION
BE INSTALLED ACROSS CONCRETE MONOLITH OR EXPANSION
CONTRACTOR MUST IDENTIFY ALL NEW CONDUITS THAT WILL
FITTING MUST BE PROVIDED WITH GROUNDING JUMPER.
CROSS CONCRETE EXPANSION JOINTS. TYPE EX CONDUIT
MUST BE PROVIDED IN LOCATIONS WHERE NEW CONDUITS
RIGID TYPE EX EXPANSION/CONTRACTION CONDUIT FITTINGS 34.
REMAINING EQUIPMENT.
AND WIRING AS REQUIRED TO MAINTAIN CONNECTION TO
CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT
THE INSTALLATION OF A JUNCTION BOX TO RECONNECT
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE 33.
VERIFY EXISTING CONDITIONS.
ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD
THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL 32.
REQUIREMENTS.
AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER
LOCATIONS OF ALL CONDUITS AND CABLES ON RED-LINE
AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE 31.
WHERE NOTED OTHERWISE .
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT 30.
CONDUITS.
KEEP 120 VOLT WIRING AND 480 VOLT WIRING IN SEPARATE 29.
ONE CONDUIT.
RUN MORE THAN 9 CURRENT CARRYING CONDUCTORS IN
EXCEPT FOR NIPPLES SHORTER THAN 24 INCHES, DO NOT 28.
LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, 27.
CONCRETE ANCHORS ARE NOT PERMITTED.
WEDGE-TYPE CONCRETE ANCHORS AND POWDER-ACTUATED 26.
FASTEN CONDUIT TO ELECTRICAL JUNCTION BOXES.
INSULATED-THROAT CONDUIT HUBS SHALL BE USED TO 25.
HANDHOLES.
CONDUITS AT ALL ELECTRICAL ENCLOSURES, BOXES, AND
PROVIDE INSULATING BUSHINGS AT TERMINATION OF 24.
TO ATTACH NAMEPLATES.
SATISFY THIS REQUIREMENT. USE NON-FERROUS SCREWS
APPLICABLE). LABELING SWITCH AS S-A, S-B, ETC., DOES NOT
OPERATING VOLTAGE, AND MAXIMUM FUSE SIZE (IF
ELECTRICAL EQUIPMENT BY NAME AND FUNCTION INCLUDING
3/16 INCH HIGH LETTER TO IDENTIFY ALL MAJOR PIECES OF
NAMEPLATES MUST BE UV-RATED ENGRAVED PLASTIC WITH
BOXES, TERMINAL BLOCKS, AND NEW EQUIPMENT.
PROVIDE NAMEPLATES FOR NEW PANELBOARDS, JUNCTION 23.
OTHER CONDUIT, MACHINERY, OR PIPING.
EXPOSED CONDUITS. CONDUIT MUST NOT BE SUPPORTED BY
FITTING. USE STRAP-TYPE CONDUIT SUPPORTS FOR
CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND
PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL 22.
CONDUIT.
CONDUIT SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL
MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM
AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.
CELSIUS, TYPE XHHW INSULATION. USE SOLID FOR #10 AWG
NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE 21.
AND CONTINUOUS RACEWAY SYSTEM.
GALVANIZED STEEL TYPE CONDUIT TO PROVIDE A COMPLETE
GALVANIZED STEEL (RGS), AND PVC COATED RIGID
FITTINGS MUST BE UL LISTED PVC SCHEDULE 40, RIGID
UNLESS OTHERWISE NOTED, ALL CONDUITS AND CONDUIT 20.
ANSI, ETC.).
WITH RELEVANT AMERICAN INDUSTRY STANDARDS (NEMA,
TERMINALS, TERMINATORS, AND WIRE LABELS MUST COMPLY
RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT,
LIMITED TO: CONDUIT, WIRE, CABLES, ENCLOSURES, COVERS,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT 19.
ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED.18.
APPROVED SUBMITTAL.
EQUIPMENT SHALL NOT BE INSTALLED PRIOR TO AN
HAVE 30 DAYS TO REVIEW. CONTROL STANDS AND
CONTROL STAND STRUCTURES. THE GOVERNMENT SHALL
EQUIPMENT ATTACHED TO OR INSTALLED INSIDE NEW
GOVERNMENT APPROVAL FOR NEW AND REINSTALLED
THE CONTRACTOR SHALL SUBMIT A LAYOUT FOR 17.
WIRE.
PROVIDED WITH A SEPARATE INSULATED GREEN GROUND
ALL NEW BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE 16.
CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE 15.
TAKEN TO PROTECT CABLE ENDS FROM BEING SUBMERGED.
WATER MAY OVERTOP THE LOCK WALL. CARE MUST BE
THERE ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND
THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT 14.
WHICH THEY WERE ORIGINALLY INSTALLED.
INSTALL CABLES IN SAME DUCT BANK DUCT LOCATIONS IN
RESPECTIVE TERMINALS UPON THEIR REINSTALLATION.
RE-TERMINATE PERMANENT CABLES TO THEIR PERMANENT 13.
KIND AS EXISTING.
BROKEN OR LOST WIRE LABELS OR CABLE TAGS IN SAME
TAGS EXISTING ON ALL PERMANENT CABLES. REPLACE ANY
AND PROTECT IDENTIFICATION WIRE LABELS AND CABLE
TO BE WORKED WITH OR TEMPORARILY REMOVED. MAINTAIN
LOCATE AND IDENTIFY ALL PERMANENT CABLES REQUIRED 12.
PRIOR TO CONCRETE DEMOLITION.
IN THIS CONTRACT PRIOR TO REMOVING ANY CABLES AND
AREAS OF DEMOLITION OR EXCAVATION BEING ADDRESSED
BURIED AND EMBEDDED CONDUIT OR BURIED CABLE IN
PAINT OR OTHER APPROVED MEANS) THE LOCATION OF EACH
TRACE, LOCATE, IDENTIFY, AND MARK (NON-PERMANENT
PRE-CONSTRUCTION: THE CONTRACTOR MUST PHYSICALLY 11.
EXPENSE
THE LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S
CABLE'S CONTINUOUS LENGTH FROM THE CABLE SOURCE TO
DAMAGED, THE CONTRACTOR MUST REPLACE THE ENTIRE
RESTORE ORIGINAL CABLE TAP SPLICES. IF A CABLE IS
CABLE WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO
AND RE-TERMINATE. PERMANENT SPLICES IN EXISTING
SLACK MAY BE INADEQUATE TO CUT OUT SPLICED CABLE
CABLES AND CONDUCTOR INSULATION. EXCESS CABLE
IN SUCH A WAY AS TO PREVENT DAMAGE TO THE EXISTING
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED 10.
NON-TERMINATED, UNATTENDED CABLES OR CONDUCTORS.
MUST BE INSTALLED TO PROTECT THE ENDS OF
CONDUCTOR ENDS FROM WATER INTRUSION. SPLICE CAPS
FROM ELECTRIC SHOCK AND TO PROTECT THE CABLE AND
THE BARE CONDUCTORS AND A CABLE END TO INSULATE
SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED 9.
LOAD AT THE CONTRACTOR'S EXPENSE.
SHALL BE REPLACED IN ITS ENTIRETY FROM SOURCE TO
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR 8.
MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR (OTHER THAN AS INDICATED IN PLANS)
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 7.
AND SHALL NOT BE EXPOSED.
EXISTING PERMANENT CABLE SHALL REMAIN PROTECTED
MAY BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
GALLERIES AND ONLY. TEMPORARY CABLES (IF REQUIRED)
SPLICED ENDS OF EXISTING CABLES IN HANDHOLES AND
MAINTAIN OPERATION OF EQUIPMENT, NEW CABLES SHALL BE
WHERE TEMPORARY CABLE SPLICES ARE NECESSARY TO 6.
WHERE APPROVED BY THE CONTRACTING OFFICER.
PROTECTED LOCATION AND COVERED WITH SECURED TARP
MANHOLE OR HANDHOLE OPENINGS IN THE MOST
GALLERIES MAY BE COILED AND STORED ADJACENT TO THE
HANDRAILS. CABLES THAT WILL NOT FIT IN HANDHOLES OR
EXPOSED ON THE LOCK WALL OR SECURED TO THE
HANDHOLES OR CABLE GALLERIES. DO NOT STORE CABLE
CONCRETE WORK, CABLES SHALL BE PROTECTED IN
WHERE EXISTING CABLES ARE REMOVED TO ALLOW 5.
AND CONDUITS.
SEDIMENT AND SILT IN EXISTING MANHOLES, DUCT BANKS,
BANKS. PERIODIC FLOODING MAY HAVE DEPOSITED
RE-INSTALLATION OF CABLES IN CONDUITS, DUCTS, OR DUCT
TEMPORARY CABLES AND DUCT CLEANING PRIOR TO
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF 4.
NOVEMBER, 2014, SECTION 12.
HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT 3.
2014, SECTION 11, SUBSECTION J.
REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN 2.
ELECTRICAL POWER OUTAGES.
APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO ALL
CONTRACTOR MUST COORDINATE WITH AND RECEIVE 1.
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PROJECT.
DAMAGED AS A RESULT OF DEMOLITION WORK FOR THIS
NOTIFY THE CONTRACTING OFFICER WHERE CONDUITS ARE 48.
BE PULLED FROM THE MITER GATE ELECTRICAL ENCLOSURE.
NO TEMPORARY POWER OR CONSTRUCTION POWER SHALL 47.
NFPA 70, NATIONAL ELECTRICAL CODE.
MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION 46.
UPPER LOCK WALL AREAS BY LOCK AND DAM PERSONNEL.
CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY
INSTALLATION MUST BE COORDINATED WITH THE
STAGING OF EQUIPMENT, REMOVAL, RELOCATION, AND 45.
VALVE HEATERS IN COLD TEMPERATURES.
TIMES. PROVIDE TEMPORARY CABLING FOR AFFECTED
AFFECTED TRAFFIC LIGHTING AND M.E.T. STATION AT ALL
FROM DUSK TO DAWN. PROVIDE TEMPORARY CABLING FOR
LIGHTING, NAVIGATION LIGHTING AND WIND SOCK LIGHTING
TEMPORARY CABLING FOR AFFECTED POLE MOUNTED
DAMAGE DUE TO CONCRETE SURFACING, PROVIDE
WHERE PERMANENT CABLING IS REMOVED TO PREVENT 44.
AREAS.
FUNCTIONAL LOCK POWER AND LIGHTING SYSTEMS IN WORK
WITH COR TO CONFIRM AND DEMONSTRATE COMPLETELY
CABLES ASSOCIATED WITH THIS PROJECT. COORDINATE
AND COMMISSION ALL LOCK POWER, CONTROL AND LIGHTING
PRIOR TO PUTTING EQUIPMENT BACK INTO SERVICE, TEST, 43.
DAMAGED OR STOLEN.
SAFE, DRY COVERED LOCATION WHERE IT CANNOT BE
SALVAGED EQUIPMENT SHALL BE CAREFULLY STORED IN A 42.
DURING RE-SURFACING WORK.
EXISTING CONCRETE ENCASED DUCTS TO BE PROTECTED
PRIOR TO RESURFACING WORK TO ENSURE AWARENESS OF
COORDINATE CABLE LOCATIONS WITH ALL DISCIPLINES 41.
POINTS TO ADD TO AS-BUILT DRAWINGS FOR THIS PROJECT.
FROM LOCKWALL AND OTHER PERMANENT REFERENCE
GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS
PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO
WORK, MARK ELECTRICAL DUCTS USING MARKER-PAINT, AND
PROVIDE LOCATE SERVICES IN AREAS OF BULKHEAD SLOT
PRIOR TO RESURFACING WORK, THE CONTRACTOR MUST 40.
ACCORDANCE WITH EM 385-1-1.
ACCESS INTO THE GALLERY INGRESS/EGRESS HATCH IN
FOR USE. THE CONTRACTOR SHALL PROVIDE LADDER
WORK . THE EXISTING PERMANENT LADDER IS NOT SUITABLE
THE GALLERY REQUIRES PUMPING TO ACCESS OR PERFORM
ELECTRICAL POWER FEED TO DEWATER THE GALLERY WHEN
CONTRACTOR SHALL PROVIDE A SUBMERSIBLE PUMP AND
CONTAINS WATER WHICH WILL BE PUMPED OUT. THE
ACCORDANCE WITH EM 385-1-1. THE GALLERY PERIODICALLY
REQUIREMENTS SHALL APPLY AND BE ADHERED TO IN
THE GALLERY IS A CONFINED SPACE FOR WHICH ALL SAFETY 39.
NOT PRINTED TO SCALE.
ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT
REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE
REQUIRED WORK ON THIS CONTRACT IS SHOWN ON THE
INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD 38.
WHERE IT IS NO LONGER DISTURBED.
BETWEEN THE CABLE END AND THE ACCESSIBLE POINT
LONGER DISTURBED, AND AT POINTS NO LESS THAN 50 FEET
THE LAST ACCESSIBLE POINT WHERE THE CABLE IS NO
LOAD ENDS, AT THE END OF THE 4 DISCONNECTED CABLE, AT
DURING CONSTRUCTION. LABELING SHALL BE PROVIDED AT
AS A RESULT OF IMPROPER DOCUMENTATION OR DAMAGE
TROUBLESHOOTING, TRACING OR REPLACEMENT REQUIRED
SHALL BE RESPONSIBLE FOR RECONNECTION AND FOR ANY
FUNCTION) FOR EACH CONDUCTOR. THE CONTRACTOR
CONTROL, CABLE NUMBER, LOAD CONNECTION, AND
REMOVAL. LABELING SHALL IDENTIFY FUNCTION (POWER,
ELECTRICAL CABLES PRIOR TO DISCONNECTION OR
CONTRACTOR MUST FIELD IDENTIFY AND LABEL AFFECTED 37.
RGS.
RACEWAY EXPOSED TO WEATHER SHALL BE PVC-COATED
CONCRETE SURFACES. UNLESS NOTED OTHERWISE, ALL
CONCRETE AND 2" EXPOSED WHERE CONDUITS PENETRATE
TO PVC-COATED RGS WITH AT LEAST 2" INSTALLED IN
DUCTS SHALL BE PVC SCHEDULE 40, AND SHALL TRANSITION
UNLESS OTHERWISE NOTED, NEW CONCRETE ENCASED 36.
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GENERAL SHEET NOTES
A1
ELECTRICAL PLAN - UPPER LOCK CHAMBER
2 2
SHEET KEYNOTES
HIGH MAST LIGHT
TRAFFIC LIGHT
LIGHT POLE BASE
MOUNTED TO FORMER
RECEPTACLES
480V & 120V
NAVIGATION LIGHT
480V RECEPTACLE
VALVE MACHINERY
ACCESS
CABLE GALLERY
ACCESS
CABLE GALLERY
VALVE MACHINERY
480V RECEPTACLE
ACCESS
CABLE GALLERY
ACCESS
CABLE GALLERY
MACHINERY
MITER GATE
MACHINERY
MITER GATE
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0 8'SCALE : 1/16"=1'-0" 16' 32'
FLOW
AREA
GRASSY
LANDWALL
CONCRETE
CHAMBER
LOCK
MAIN
LOCKWALL
INTERMEDIATE
CONCRETE
HIGH MAST LIGHT
RIVER
RIVER
HANDHOLE
RECEPTACLE
SPEAKER AND DUPLEX
POLE MOUNTED
HANDHOLE
DUCTS TO UPPER GUIDEWALL
CABLE GALLERY
CABLE GALLERY
4 4
MET STATION
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EMBEDDED DUCT
CONCRETE
CABLE (S-4) IN 2"
EMBEDDED DUCT
CONCRETE
CABLE (L5-1) IN
CABLE (L2-7)
AND DUPLEX RECEPTACLE
POLE MOUNTED SPEAKER
IN CONCRETE EMBEDDED DUCTS
CABLES (L2-1, L2-9, P-12, DP-8, DL2)
PULLBOX
SURFACE MOUNTED
MOUNTED RACEWAYS
L2-9) IN SURFACE
CABLES (DL2, DP-8 &
EMBEDDED DUCT (TYPICAL)
CABLE (P-21) IN CONCRETE
CABLE (L2-9)
ENCASED DUCT
BURIED CONCRETE
CABLES (DL2) IN
1 2 3 4
DUCTS
CONCRETE EMBEDDED
CABLES (L2-1 & P-12) IN
1 2 4
1 2 4
1 2 3 4
1 2 3 4
1 2 43
CONDUIT ROUTING AS INSTALLED.
THE PLAN SHEET IN REDLINE TO REFLECT CABLE AND
CABLING IN THE RACEWAY PATHS SHOWN, AND UPDATING
THE CONTRACTOR SHALL TRACE, REMOVE AND REPLACE
REFERENCE DRAWINGS, AND FROM PLAN AS IT IS SHOWN.
CABLE AND CONDUIT ROUTING MAY DIFFER FROM AS-BUILT 5.
DEADMAN ANCHORS. SEE DWGS. VOL. 1B S-301 AND S-303.
EMBEDDED LOCKWALL CONDUITS WHEN INSTALLING THE
CONTRACTOR SHALL USE CARE TO AVOID DAMAGING THE 4.
OF CONDUCTORS SHALL BE ALLOWED.
REPLACED AT THE CONTRACTORS EXPENSE. NO SPLICING
RESURFACING WORK. ANY DAMAGED DUCTS WILL BE
GUIDEWALL DUCTBANK SHALL BE PROTECTED DURING
EXISTING MANHOLES (HANDHOLES) AND CONDUITS IN
COORDINATE WITH ALL DISCIPLINES TO ENSURE THAT 3.
RACEWAYS, CABLES AND CONNECTIONS DRAWINGS.
SEE REFERENCE DRAWINGS FOR ORIGINAL CONSTRUCTION 2.
SEE NOTES ON SHEET E-001.1.
RESURFACING WORK.
6. REINSTALL EXISTING EQUIPMENT UPON COMPLETION OF
WORK.
NOT BE SUBJECT TO DAMAGE DURING RESURFACING
BOLTS AND EQUIPMENT IN A LOCATION WHERE IT WILL
UNBOLT EQUIPMENT, CAREFULLY REMOVE AND STORE 5.
EQUIPMENT AND RETERMINATE.
BACK THROUGH EXISTING CONDUIT TO ASSOCIATED
DAMAGE CONDUIT OR CABLING, PULL STORED CABLES
4. UPON COMPLETION OF WORK THAT CAN POTENTIALLY
THROUGH THESE RACEWAYS.
EQUIPMENT ON THE UPPER GUIDE WALL SUPPLIED
FOR LOCATIONS OF ELECTRICALLY OPERATED
GUIDEWALL. SEE VOLUME III B SHEETS E-101 AND E-901
INCLUDES EQUIPMENT NOTED IS LOCATED ON THE UPPER
ELECTRIC EQUIPMENT SUPPLIED BY THESE CONDUITS 3.
CABLES INSIDE A HANDHOLE OR CABLE GALLERY.
RESURFACING AREA. CAREFULLY COIL AND PROTECT
END AS FAR AS REQUIRED TO REMOVE CABLES FROM THE
MOISTURE. PULL CONDUCTORS TOWARDS DOWNSTREAM
AFTER WORK IS PERFORMED, AND SEAL ENDS FROM
END. LABEL CONDUCTORS TO ASSURE RECONNECTION
CONDUCTORS FROM EXISTING EQUIPMENT AT THE LOAD
2. PRIOR TO CONCRETE DEMOLITION, DISCONNECT
DEMOLITION .
AND CABLES ARE NOT DAMAGED DURING CONCRETE
ADDITIONAL CARE SHALL BE TAKEN TO ASSURE CONDUITS
AND IN SKETCHES TO CLEARLY IDENTIFY AREAS WHERE
EMBEDDED ELECTRICAL. DOCUMENT ROUTING IN PHOTOS
MEASURE, MARK CONCRETE AND RECORD ROUTING OF
ELECTRICAL ROUTING SHOWN IS APPROXIMATE. LOCATE, 1.
RECEPTACLE
480V
UNIT
TOW HAUL
EMBEDDED DUCT
IN 2" CONCRETE
CABLES (L5-1 & L5-7)
DUCT
CONCRETE ENCASED
& L2-9) IN BURIED
CABLES (DL2, DP-8, P-21
DRAWINGS
ON STRUCTURAL
BULLHEAD SLOTS
REPLACED WITH
REMOVED AND
GATES TO BE
GATE LEAVES SHOWN.
EXISTING MITER
LEAVES
MITER GATE
STATION
CONTROL
CENTRAL
DUCTS TO
DUCTS
CONCRETE ENCASED
& L2-9) IN BURIED
CABLES (DL2, DP-8, P-21
SHELTER
CONTROL STAND
UPPER RIGHT
SHELTER
CONTROL STAND
UPPER LEFT
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SHEET KEYNOTES
GENERAL SHEET NOTES
E L E
C T
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IC
A L P
H O
T O
S
B .P
A T
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C H
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B .H
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HIGH-MAST LIGHT POLE
A4
(INTERMEDIATE WALL)
TRAFFIC LIGHT
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TOW HAUL UNIT
A7
(LANDWALL)
POLE MOUNTED SPEAKER
E7
(LANDWALL)
MET STATION
E1
(INTERMEDIATE WALL)
& RECEPTACLE
NAVIGATION LIGHT
REMOVAL AND REINSTALLATION OF EQUIPMENT.
PHOTOS ARE FOR REFERENCE ONLY TO AID IN THE 2.
SHOWN IN VOLUME I DRAWINGS.
UPPER GUIDEWALL ARE AFFECTED BY STRUCTURAL WORK
ON UPPER GUIDEWALL. ALL FEEDS TO EQUIPMENT ON THE
SEE VOLUME III, SHEET E-901 FOR PHOTOS OF EQUIPMENT 1.
BULKHEAD CONCRETE REPAIR WORK.
PERMANENT CABLES ARE DISCONNECTED FOR VOLUME I -
EQUIPMENT REQUIRES TEMPORARY FEED WHEN 1.
M
C A
C K
L E
Y
VOLUME I - A
SCALE : NTS SCALE : NTS SCALE : NTS
SCALE : NTSSCALE : NTSSCALE : NTS
HIGHMAST POLE
TRAFFIC SIGNAL
SPEAKER
NAVIGATION LIGHTS
TOW HAUL
MET STATION ENCLOSURE
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STA 35+84.49
STA 35+15.16
C PINTLE
STA 35+10.01
S-101
E N
L A
R G
E D L
O C
K P
L A
N
REVIEW
EL 471.0
EL 479.0
VOLUME I - A
STA 35+10.01
STA 35+84.50
C PINTLE
STA 35+15.16
L
STA 35+54
MJ
STA 35+28
MJ
STA 35+80
MJ
S-120
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EL 510.0
TOP OF LOCK WALL
S-221
A1 S-501
A1
S-110
A1
STA 35+80
MJ
STA 35+54
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STA 35+28
MJ
EL 510.0
TOP OF LOCK WALL
EL 510.00
EL 510.00
EL 510.00
EL 510.00
EL 510.00
EL 510.00
488.15
488.15
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STA 35+15.16
C PINTLE
EL 479.0
EL 471.0
0 4' 8'SCALE : 3/16"=1'-0" 12'
A1
PLAN - SILL CONCRETE PLACEMENT
TYP
WEEP HOLES
TYP
ANCHOR
TYP
PANEL SEAT
PRECAST
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
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E S
K
B U
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/0
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N .T .S
M
C A
C K
L E
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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.
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STA 35+15.01
END OF SILL
W E
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O L E P
L A
C E
M E
N T
A1
PLAN - WEEP HOLE PLACEMENT
6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"3'-0"
LC
VOLUME I - A
16'-6"16'-6"16'-6"
ANCHOR SPACING SYMMETRICAL ABOUT CLWEEP HOLE SPACING SYMMETRICAL ABOUT CL
A
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0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
#9 BAR (TYP)
L A
N D
W A
L L
E L E
V A
T
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1'-5"
S
P
EL 506.5
EL 510.0
EL 479.0
S T
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.8
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S L
REVIEW
VOLUME I - A
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EL 485.82EL 488.15
8 SP @ 2'-8" = 16'-0"2'-8"2'-8"2'-8"2'-8"5'-4"2'-8"5'-4"
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US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
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G
S-505-A1 S-505-A1
N
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S E
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L A
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W A
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IO
GENERAL SHEET NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
SHEET KEYNOTES
PANELS.)
ADJACENT (WILL BE OFFSET FROM ARMOR ON
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
REVIEW
EL 488.15
EL 489.92
TOP OF PRECAST PANELS
EL 508.83
TOP OF PRECAST PANEL SEAT
TOP OF SILL
S
T A
.8
C B
U L
K H
E A
D R
E C
E S
S L
EL 479.0
TOP OF ROCK
APPROXIMATE
TOP OF WALL
EL 510.0
S-310
A1
PRECAST PANEL ARMOR.
ON THE PRECAST PANELS ARE LEVEL WITH THE ADJACENT
PRECAST PANELS ARE TO BE SHIMMED SO THAT THE ARMOR 4.
TOLERANCE OF 1/4".
NECESSARY TO MAINTAIN ARMOR ALIGNMENT WITH A
EXISTING LOCKWALL ARMOR. SHIM EACH PANEL AS
PANEL LINES UP WITH ADJACENT PANEL ARMOR AND THE
INSTALL THE PRECAST PANELS SUCH THAT ARMOR ON EACH 3.
PRIOR TO INSTALLING PRECAST PANELS.
CLEAN DEBRIS AND SEDIMENT FROM EXISTING RECESS 2.
SILL BEAM AND SILL WORK NOT SHOWN ON THIS SHEET.1.
B J
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K
B U
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VOLUME I - A
S O
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N N
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IL
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A M
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D W
N B
Y
C K
D B
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D B
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O
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
E
SHEET ID
A
B
C
D
E
F
G
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
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0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
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
T
IO
N
6 SP @ 2'-8" = 16'-0" 2'-8" 2'-8" 2'-8" 5'-4" 2'-8" 5'-4" 1'-5"
S
P
EL 510.0
EL 479.0
S
P
S
P
REVIEW
EL 488.15
VOLUME I - A
APPROXIMATE TOP OF ROCK
TOP OF WALL
B J
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C A
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P L
O T D
A T
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C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
S-505-A1S-505-A1
N
S I
D
E ic s p d f2 \2
\5
\B
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L D
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V A
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0 4' 8' 12'SCALE : 3/16"=1'-0"
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
GENERAL SHEET NOTES
SHEET KEYNOTES
PANELS.)
ADJACENT (WILL BE OFFSET FROM ARMOR ON
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
REVIEW
VOLUME I - A
TOP OF PRECAST PANELS
EL 508.83
S-320
A1
EL 488.15
EL 489.92
TOP OF PRECAST PANEL SEAT
TOP OF SILL
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
4 SPACES @ 8;-0" = 32'-0" 4 SPACES @ 8;-0" = 32'-0"4'-0"4'-0"
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
/1
A
R O
D
M
C A
C K
L E
Y
S O
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A T
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N N
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F
IL
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A M
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N B
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D B
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D B
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A R
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A T
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C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -2
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S-240
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D R
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S E
S
H A
N D
R A
IL
E L E
V A
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RECESS
BULKHEAD C
6'-6"
3'-3"
4'-4"7 SPACES @ 6'-0" - 42'-0"
FLOW
7 SPACES @ 6'-0" - 42'-0" 6'-6"
3'-3"
L
C1
ELEVATION - NEW HANDRAIL - RIVER WALL
A1
ELEVATION - NEW HANDRAIL - LANDWALL
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
8" 8"
INSTALL NEW HANDRAIL
INSTALL NEW HANDRAIL
4'-5"
REVIEW
VOLUME I - A
B J
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/0
/1
A
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C A
C K
L E
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7 SPACES @ 6'-0" = 42'-0"2'-4"
RECESS
BULKHEAD C
3 SPACES # 6'-0" = 18'-0" 5'-6"
S O
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N N
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N E
D B
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A T
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S
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D B
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P L
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L E
P L
O T D
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
SHEET ID
A
B
C
D
E
F
G
S I
D
E ic s p d f2 \2
\5
\B
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L D
V O
L -I
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R
IV
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A S
IN
B J
O N
E S
N .T .S
M
C A
C K
L E
Y
S-301
REVIEW
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
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K H
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D R
E C
E S
S E
S
B
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L D
V O
L -I
A S -3 x x x .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
P L
A C
E M
E N
T
C O
N C
R E
T E
10'-6""16 918'-4
2'-6"
2'-6"
10'-6" "16 918'-4
EL 485.15EL 485.15
10'-6"
2'-0"
2'-0"
10'-6"
7'-6"
7'-6"
10'-6"
EL 485.15
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
4'-0"
10'-6" 10'-6"
/0
/1
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N N
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C K
D B
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D E
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D B
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D E
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S
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S U
B M
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D B
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P L
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C A
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P L
O T D
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
SHEET ID
A
B
C
D
E
F
G
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