A22.PLAN_SET_SOL-2022-06-06-L21_22_KEV_CONC_REPAIR.pdf
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- Attached to
- MISSISSIPPI RIVER BASIN LOCK NOS. 21 AND 22 QUINCY, IL AND SAVERTON, MO KEVEL RAIL AND CONCRETE REPAIRS
- Solicitation number
- W912EK22R0020
About this file
This federal contract opportunity solicits bids for repairs to locks numbers 21 and 22 on the Mississippi River in Quincy, Illinois and Saverton, Missouri. The base bids include replacing traveling kevel rails, checkposts, resurfacing, installing walkways and sidewalks, electrical work, removing and reinstalling appurtenances, survey work, and grading. The options include additional resurfacing and joint repairs for lock number 21. The solicitation was issued by the Department of the Army Corps of Engineers Rock Island District. Bids are due based on the schedule in the solicitation documents, which request access from the specified Contract Specialist. The opportunity type is a solicitation.
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APPROVAL RECOMMENDED BY:
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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
®of Engineers
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ISSUE DATE: JUNE 2022
CONTRACT/TASK ORDER NO:
SOLICITATION/MATOC/SATOC NO:
KEVEL RAIL AND CONCRETE REPAIRS
QUINCY, IL AND SAVERTON, MO
LOCK NOS. 21 AND 22
MISSISSIPPI RIVER BASIN
ROCK ISLAND DISTRICT
W E
K
R
W912EK22R0020
of Engineers
US Army Corps
QUINCY, IL
GENERAL ELECTRICAL NOTESE-001
SURVEY CONTROL - LOCK 22V-102
SURVEY CONTROL - LOCK 21V-101
GENERAL STRUCTURAL NOTESS-001
GENERAL PLAN - LOCK 22G-005
GENERAL PLAN - LOCK 21G-004
GENERAL NOTES AND LEGENDG-003
DRAWING PACKAGE LAYOUTG-002
COVER SHEETG-001
SHEET TITLESHEET ID
SHEET INDEX
VERTICAL JOINT REPAIRS I-WALL - OPTION CL21VRTIW
VERTICAL JOINT REPAIRS LANDWALL- OPTION BL21VRTLW
LOCK HORIZONTAL RESURFACING - OPTION AL21HORZ
TRAVELING BIT, END STOP, BASE PLATE FABRICATIONKEVEL
UPSTREAM GUIDEWALL REPAIRSL22USGW
DOWNSTREAM GUIDEWALL REPAIRSL21DSGW
UPSTREAM GUIDEWALL REPAIRSL21USGW
PLAN SET TITLEPLAN SET ID
PLAN SET INDEX
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S-101
Sheet ID
PLAN SET ID
SHEET NUMBER WITHIN PLAN SET
SEQUENCIAL NUMBER
SHEET TYPE DESIGNATIONS
DRAWING PACKAGE LAYOUT
PLAN SET ID
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.
CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.
WHICH THE SHEET WAS DEVELOPED BY.
THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.
REFERENCE.
BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID
PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAYBE DUPLICATED
EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.
PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.
THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.
CONTAINS THE FOLLOWING INFORMATION:
SHEET ID BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK
IN ORDER TO NAVIGATE THE DRAWING PACKAGE, THE CONTRACTOR SHOULD FOCUS ON THE 3.
WORK IN THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.
THE DRAWING PACKAGE IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF 2.
CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE PLAN SET.
SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE
THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.
ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)
DISCIPLINE (STRUCTURAL, MECHANICAL,
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INDICATES AN AREA OF GRASS
INDICATES AGGREGATE BASE
GENERAL NOTESLEGEND
ACCORDANCE WITH THE SPECIFICATIONS.
AREAS WITH LEAD BASED PAINT SHALL BE CONDUCTED IN
LEAD BASED PAINT IS PRESENT ON THE CORNER ARMOR. ALL WORK ON12.
COMPLY WITH NFPA 70, THE NATIONAL ELECTRICAL CODE.
ALL TEMPORARY AND PERMANENT ELECTRICAL REQUIREMENTS SHALL11.
BELOW THE 4" HORIZONTAL REMOVAL LINE.
ASTM A449 GRADE 50, MINIMUM 2'-0" EMBEDMENT IN RESIN GROUT
SHALL BE BY SAME SIZE THREADED ANCHOR AS EXISTING ANCHOR,
EXCEPT WHERE NOTED, REINSTALLATION OF EXISTING APPURTENANCES 10.
ARMOR IS CUT.
ALL VERTICAL SURFACES WHERE ARMOR IS PRESENT TO ENSURE
ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON
REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN
A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE9.
ARMOR AT CONCRETE REMOVAL LIMITS.
BE REMOVED AND REPLACED UNLESS OTHERWISE NOTED. CUT/SAW
EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE REPLACEMENT SHALL8.
ADJUSTED TO CLEAR WALL AND CORNER ARMOR.
CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE FIELD7.
BENDING IN THE FIELD AFTER INSTALLATION WILL NOT BE PERMITTED.
ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION. COLD6.
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 HANDRAILING MAY BE REMOVED IN WORK AREAS5.
INDICATES TO REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"4.
AND MATERIAL FABRICATION.
CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION
BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR
ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD3.
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 THE2.
THE LOCKMASTER.
QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY
USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY1.
INDICATES MONOLITH NUMBER2
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A1
SCALE: NTS
GENERAL PLAN - LOCK 21
M I S S I S S I P P I R I V E R
LANDWALL
MAIN LOCK
INTERMEDIATE WALL
RIVER WALL
AUXILIARY LOCK
FLEETING AREA
CONTRACTOR
BUILDING
MAINTENANCE GARAGE
STATION
CENTRAL CONTROL
ACCESS RO
AD
STAGING AREA
CONTRACTOR
PARKING
CONTRACTOR
CHAMBER WORK LIMIT OPTION A AND B UPSTREAM GUIDEWALL WORK LIMIT
OPERATIONS.
MAY UTILIZE THE DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE CONTRACTOR
MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL QUEUE
GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD (EXCEPT FOR
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.
GENERAL SHEET NOTES
FLOW
DOWNSTREAM GUIDEWALL WORK LIMIT
S E
C U
R
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Y G
A T E
N
500'-0"
55'-0"
200'-0"
'-0
'-0
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GENERAL PLAN - LOCK 22
OPERATIONS.
MAY UTILIZE THE DOWNSTREAM GUIDEWALL FOR FLOATING PLANT
REQUIREMENTS). DURING THE LOCK CLOSURE PERIOD, THE CONTRACTOR
MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL QUEUE
GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD (EXCEPT FOR
CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.
GENERAL SHEET NOTES
N
SECURITY GATE
ACCESS ROAD
BUILDING
MAINTENANCE GARAGE
STATION
CENTRAL CONTROL
LAND WALL
MAIN LOCK
INTERMEDIATE WALL
AUXILARY LOCK
RIVER WALL
UPSTREAM GUIDEWALL WORK LIMIT
MISSISSIPPI RIVER
FLOW
STAGING AREA
CONTRACTOR
180'-0"
90'-0"
45'-0"
500'-0"
FLEETING AREA
CONTRACTOR
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SURVEY CONTROL PLAN - LOCK 21
M I S S I S S I P P I R I V E R
LANDWALL
MAIN LOCK
INTERMEDIATE WALL
RIVER WALL
AUXILIARY LOCK
BUILDING
MAINTENANCE GARAGE
STATION
CENTRAL CONTROL
ACCESS RO
AD
FLOW
S E
C U
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Y G
A T E
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L1 L6
09-77-21
3/4" ROD IN FLAPPER482.64481.731942255.961180773.2909-77-21
BRASS PLUG483.63482.721942144.231180820.64L6
BRASS PLUG483.64482.731942659.591181256.64L1
DESCRIPTIONMSL 1912NAVD 88EASTINGNORTHINGPOINT
SURVEY CONTROL POINTS
INSTRUMENTATION TABLES.
BASED ON CONTRACTOR LEVEL RUNS, OPUS SOLUTION, AND 2013 USACE
3. CONVERT FROM NAVD88 TO MSL 1912 BY ADDING 0.91'. CONVERSION
VERTICAL DATUM : MSL 1912. UNITS USED: US SURVEY FEET.
COORDINATES
HORIZONTAL DATUM NAD83 ILLINOIS WEST (1202) STATE PLANE; GEOID 12B 2.
SURVEY CONTROL WORK COMPLETED NOVEMBER 2019. FB N21-PS-151.
GENERAL SHEET NOTES
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SURVEY CONTROL PLAN - LOCK 22
N
SECURITY GATE
ACCESS ROAD
BUILDING
MAINTENANCE GARAGE
STATION
CENTRAL CONTROL
LAND WALL
MAIN LOCK
INTERMEDIATE WALL
AUXILARY LOCK
RIVER WALL
MISSISSIPPI RIVER
FLOW
22-R-1
09-77-22
L4
L5
USACE 2013 INSTRUMENTATION TABLES.
LEVEL RUNS, OPUS SOLUTION, AND CONTRACTOR CONVERSION BASED ON
3. CONVERT FROM NAVD88 TO MSL 1912 BY ADDING 0.62'.
VERTICAL DATUM : MSL 1912; UNITS USED: US SURVEY FEET
COORDINATES
HORIZONTAL DATUM NAD83 ILLINOIS WEST (1202) STATE PLANE; GEOID 12B 2.
SURVEY CONTROL WORK COMPLETED DECEMBER 2017. FBN22-PS-261.
GENERAL SHEET NOTES
BRASS PLUG471.63471.011991883.301082729.10L5
BRASS PLUG471.53470.911991649.801083043.96L4
BRASS PLUG469.47468.851991001.821083619.8822 R-1
BRASS PLUG470.98470.361991409.681083330.2409-77-22
DESCRIPTIONMSL 1912NAVD88EASTINGNORTHINGPOINT
SURVEY CONTROL POINTS
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GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES REINFORCING NOTES
SLAB JOINTS SHALL BE WATERTIGHT.
CONTRACTING OFFICER. CONSTRUCTION JOINTS FOR WALL TO
CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE
INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE6.
SPECIFICATION 03 31 00.
STRENGTH (f'c), REFER TOFOR CONCRETE COMPRESSIVE5.
NOTED OTHERWISE.
CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS 4.
AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO
PROPERLY PLACE ALL EMBEDDED ITEMS SUCH THAT THEY ARE 3.
SURFACES.
GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
PROVIDE 1/4" THICK JOINT FILLER MATERIAL WHERE SLABS ON2.
ACCORDANCE WITH ACI 318.
DESIGN PERFORMED BY THE CONTRACTOR SHALL BE IN
(ACI 301) EXCEPT AS OTHERWISE INDICATED. ALL CONCRETE
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
ALL CONCRETE CONSTUCTION SHALL BE IN ACCORDANCE1.
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY
THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO
FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 8.
OF THIS WORK.
UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE COMPLETION
NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR 7.
EQUIPMENT.
SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE
UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE 6.
SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS 5.
COMPLETION OF THE PROJECT.
REMAIN THE PROPERTY OF THE CONTRACTOR AFTER
TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL
INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS
AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS
DRAWINGS IS COMPLETED. DETERMINE ERECTION PROCEDURES
STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 4.
WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT 3.
HOLES, HANGERS, AND ANCHORS.
BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,
DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER 2.
NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.
WITH THE EXCEPTION OF GALVANIZED SURFACES.
COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO ASSEMBLY, 15.
ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1, AS SPECIFIED.
TESTING AND INSPECTION OF WELDS SHALL BE IN14.
THE SPECIFICATIONS.
STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED13.
(STAINLESS STEEL), SEE SPECIFICATIONS.
ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL12.
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 FINISHED11.
TREATMENT FROM MANUFACTURER/FABRICATOR.
CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED
WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,
COAT ALL ALUMINUM IN CONTACT WITH CONCRETE10.
GRIND AREAS, ETC. AS SPECIFIED.
PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES, 9.
OF WELDS UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.
HOLES TO PERMIT WELD WRAPPING TO PREVENT THE INTERSECTION
AS SHOWN IN DETAIL S-001-A1. SUFFICIENTLY SIZE WELD ACCESS
FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF THE PLATE8.
DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING
DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL7.
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 6.
70 KSI FILLER METALS.
SHALL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND
EDITION OF AWS D1.1, AS SPECIFIED. ALL WELDING
ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST5.
FABRICATION.
COATED IN ACCORDANCE WITH ASTM A123 AFTER
WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE
GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE4.
OTHERWISE SPECIFIED.
ALL BOLTED CONNECTIONS SHALL BE PRETENSIONED UNLESS 3.
SPECIFICATIONS.
PROVIDE MATERIAL IN ACCORDANCE WITH THESE PLANS AND THE 2.
FIFTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.
2. 2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.
1. 1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE.
B. IN NO CASE SHALL THE COVER BE LESS THAN:
AS INDICATED ON DRAWINGS..............................................6"
5. SURFACES EXPOSED TO ABRASION
4. UNFORMED SURFACE IN CONTACT WITH SUBGRADE.....4"
3. EQUAL TO OR GREATER THAN 24" THICK..........................4"
2. GREATER THAN 12" AND LESS THAN 24" THICK...............3"
1. 12" OR LESS IN THICKNESS.............................PER ACI 318
A. FORMED AND SCREEDED SURFACES:
REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:
11. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR
THE DRAWINGS.
DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A10.
SHALL COMPLY WITH AWS D1.4.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING
NO WELDING SHALL BE PERMITTED ON REINFORCEMENT9.
CONTRACTING OFFICER.
CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE
FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN8.
APPROVED BY THE CONTRACTING OFFICER.
MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND
BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE
LENGTH CANNOT BE OBTAINED. SPLICE LENGTH SHALL BE
PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED
ARE BARS HAVING MORE THAN 12" OF CONCRETE CAST BELOW.
THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP BARS
TABLE ON THIS SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.
MINIMUM SPLICE AND EMBEDMENT LENGTHS ARE SHOWN IN THE 7.
NOTED.
TO BE IN ACCORDANCE WITH ACI 318-14, UNLESS OTHERWISE
OFFICER. CLEAR COVER, EMBEDMENT, AND SPLICE LENGTHS
BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE
WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED6.
CONTINUOUS ACROSS EXPANSION JOINTS.
CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE
REINFORCEMENT SHALL BE CONTINUOUS ACROSS 5.
REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.4.
INSTITUTE.
NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE3.
(FY = 60,000 PSI).
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 602.
CONCRETING RESPECTIVELY.
ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.
FORCING BARS.
CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.
ACI 301, ACI 315R, AND ACI 318-14A.
UNLESS OTHERWISE NOTED, OF:
CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS,
FABRICATION, AND PLACING OF REINFORCING BARS AND
UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,1.
8 59 45 77 59
7 51 40 67 52
6 35 27 46 36
5 30 23 39 30
4 24 18 32 24
3 18 14 24 19
TOP OTHER TOP OTHER
SIZE LENGTH, IN. LENGTH, IN.
BAR MIN. DEVELOPMENT MIN. CLASS B LAP
REINFORCEMENT EMBEDMENT AND SPLICE TABLE
HOLES
WELD ACCESS PLATES TYP
END OF ALL WELDED
WRAP WELD AROUND
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NOTE 29 ABOVE.
NUTS) UNLESS NOTED OTHERWISE REQUIRED TO BE STAINLESS STEEL. SEE ALSO GENERAL
PROVIDE HOT-DIPPED GALVANIZED FASTENING HARWARE (SCREWS, BOLTS, WASHERS, AND 30.
METALS SO THEY ARE NOT INSTALLED ADJACENT TOUCHING EACH OTHER.
MATERIALS. AVOID AND PREVENT CONTACT OF DISSIMILAR METALS. ISOLATE DISSIMILAR
GENERAL MATERIALS: PROVIDE EQUIPMENT, FASTENINGS, AND FASTENERS OF COMPATIBLE 29.
WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING EQUIPMENT.
JUNCTION BOX TO RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT AND
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE THE INSTALLATION OF A 28.
CONDITIONS.
CABLE, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR MUST VERIFY EXISTING
THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, FITTING,
REMOVED AND REPLACED WITH NEW. THE NOTES AND DRAWINGS ARE INTENDED TO INDICATE
THE ELECTRICAL DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS WHICH MUST BE 27.
ON RED-LINE AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS.
AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE LOCATIONS OF ALL CONDUITS AND CABLES 26.
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT WHERE NOTED OTHERWISE.25.
ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, LOCATIONS AND CONDUIT 24.
CONCRETE ANCHORS AND POWDER-ACTUATED CONCRETE ANCHORS ARE NOT PERMITTED.
EPOXY TYPE STAINLESS STEEL CONCRETE ANCHOR BOLTS ARE REQUIRED. WEDGE-TYPE 23.
TO ELECTRICAL JUNCTION BOXES.
GROUNDING TYPE, INSULTATED-THROAT CONDUIT HUBS SHALL BE USED TO FASTEN CONDUIT 22.
PROVIDE INSULATED THROAT GROUNDING BOSSINGS, PULLBOXES AND MANHOLES.21.
GALVANIZED STEEL CONDUIT.
CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM CONDUIT SIZE SHALL BE 3/4 INCH RIGID
SOLID FOR #10 AWG AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER. MINIMUM
WIRING FOR POWER, LIGHTING, AND BRANCH CIRCUITS MUST BE COPPER, TYPE XHHW. USE 20.
GALVANIZED STEEL (RGS) CONDUIT.
UNLESS OTHERWISE NOTED, ALL CONDUIT MUST BE UL LISTED PVC-COATED RIGID 19.
STANDARDS (NEMA, ANSI, ETC.).
TERMINATORS, AND WIRE LABELS MUST COMPLY WITH RELEVANT AMERICAN INDUSTRY
ENCLOSURES, COVERS, RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT, TERMINALS,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT LIMITED TO: CONDUIT, WIRE, CABLES, 18.
ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED. 17.
ACTUAL ELECTRICAL INSTALLATION.
THE CONTRACTOR MUST COORDINATE ALL EQUIPMENT LOCATIONS PRIOR TO MAKING THE 16.
INSULATED GROUND WIRE.
ALL BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE PROVIDED WITH A SEPARATE 15.
FACILITATE STRUCTURAL CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE STRUCTURAL CONCRETE WORK TO 14.
LATEST EDITION OF NFPA 70, NATIONAL ELECTRICAL CODE.
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION MUST BE IN ACCORDANCE WITH THE 13.
THE RIVER MAY FLOOD AND WATER MAY OVERTOP THE LOCK WALL.
THE CONTRACTOR SHOULD BE AWARE AND CONSIDER THAT THERE ARE OCCASIONS WHEN 12.
AND DAM OPERATING PERSONNEL.
WITH THE CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY SPACES BY THE LOCK
STAGING OF EQUIPMENT REMOVAL, RELOCATION, AND INSTALLATION MUST BE COORDINATED 11.
PRIOR TO REMOVING ANY CABLES OR DEMOLISHING ANY CONCRETE.
THE CONTRACTOR MUST VERIFY DUCT AND EMBEDDED CONDUITS LOCATION OF EACH CABLE 10.
CABLES.
INTRUSION. SPLICE CAPS MUST BE INSTALLED TO PROTECT THE END OF A NON-TERMINATED
ELECTRIC SHOCK AND TO PROTECT THE CABLE AND CONDUCTOR ENDS FROM WATER
PLACED OVER THE END OF THE BARE CONDUCTORS AND A CABLE END TO INSULATE FROM
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED SHRINK MATERIAL WHICH CAN BE 9.
ENTIRETY FROM SOURCE TO LOAD AT THE CONTRACTOR'S EXPENSE.
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR MUST BE REPLACED IN ITS 8.
AS INDICATED IN PLANS) MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY THE CONTRACTOR (OTHER THAN 7.
CABLES WILL BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
TEMPORARY CABLE SPLICES SHALL BE MADE IN THE MANHOLES AND ONLY THE TEMPORARY 6.
DEPOSITED SEDIMENT AND SILT IN EXISTING MANHOLES AND DUCT BANKS.
WALL HAS BEEN OVERTOPPED BY FLOOD WATER ON MULTIPLE OCCASIONS WHICH MAY HAVE
CLEANING PRIOR TO RE-INSTALLATION OF CABLES IN DUCT BANKS. THE TOP OF THE LOCK
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF TEMPORARY CABLES AND DUCT 5.
2014, SECTION 12.
WITH THE SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
CONTRACTOR MUST ADHERE TO PROPER LOCKOUT/TAG OUT PROCEDURES IN ACCORDANCE 4.
SECTION 11, SUBSECTION J.
THE SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER, 2014,
CONTRACTOR MUST PROVIDE PROTECTION FROM OPEN MANHOLES IN ACCORDANCE WITH 3.
ELECTRICAL CABLES IDENTIFIED.
CABLE SCHEDULES REGARDING CIRCUIT DESCRIPTIONS ASSOCIATED WITH THE
THIS SYMBOL IDENTIFIES ELECTRICAL CABLES. SEE REFERENCE DRAWINGS AND 2.
OFFICER PRIOR TO ANY ELECTRICAL POWER OUTAGES.
CONTRACTOR MUST COORDINATE WITH AND RECEIVE APPROVAL FROM THE CONTRACTING 1.
GENERAL NOTES:
SYSTEM.
REINSTALL THE PERMANENT ELECTRICAL CABLES TO RESTORE THE ELECTRICAL
CONSTRUCTION FEATURES ARE ADEQUATELY COMPLETED TO ALLOW AND FACILITATE.
DEMOLISH THE EXISTING TEMPORARY ELECTRICAL CABLE SYSTEM WHEN 6.
2000 POUND TOTAL LOAD OR 1000 POUND SINGLE AXLE LOAD.
TEMPORARY CABLE PATHWAY BRIDGES MUST BE ABLE TO WITHSTAND NOT LESS THAN
CUSHMAN CARTS TO TRAVERSE THEM WITHOUT GETTING IMPEDED ("HUNG UP").
BRIDGE MUST BE PROVIDED WITH PROPER RAMP PITCH TO ALLOW EXISTING LOCK
BRIDGE TYPE CROSSING INSTALLED ACROSS CABLES. TEMPORARY CABLE PATHWAY
ANOTHER ELEVATION IF APPROVED OR MUST BE A TEMPORARY RAMPED PROTECTIVE
CABLE CROSSINGS MUST BE EITHER OVERHEAD TYPE AT NOT LESS THAN 8 FEET OR AT
FOR THE SAFE ROUTING OF TEMPORARY ELECTRICAL CABLES. TEMPORARY PATHWAY
PROVIDED AND INSTALLED IN ACCORDANCE WITH EM 385-1-1, NFPA 70, AND IEEE/ANSI C2
MAXIMUM LOAD OF 2,000 POUNDS. TEMPORARY PATHWAY CABLE CROSSINGS MUST BE
LOADED CUSHMAN TUG TYPE CARTS. CUSHMAN TUG CARTS CAN HAVE A TOTAL
CABLES ARE PHYSICALLY PROTECTED FROM BOTH PEDESTRIAN TRAFFIC AND FROM
ROUTE TEMPORARY ELECTRICAL CABLES ACROSS PATHWAYS SO THAT TEMPORARY
WITH CONTRACTOR OPERATIONS AND ADJACENT ACTIVITIES. THE CONTRACTOR SHALL
CABLES ON THE TOP OF THE LOCK WALL AT A LOCATION THAT DOES NOT INTERFERE
FROM MANHOLE NO. C1, MH10, MH11, C2, OR MH13 AS APPLICABLE. ROUTE TEMPORARY
NO. C1, MH10, MH11, C2, OR MH13 RESPECTIVELY. SURFACE ROUTE TEMPORARY CABLES
SPLICE LOCK LIGHT POLES TEMPORARY CABLES TO EXISTING CABLES NEAR MANHOLE 5.
MOTORIZED CART AS NEEDED FOR LOCK PERSONNEL TO ACCESS WORK PATHS.
TO BE SAFELY CROSSED BY PEDESTRIANS AND WITH A 4-WHEEL CUSHMAN BRAND
CABLES SO THEY WILL NOT BE DAMAGED, NOT CAUSE TRIPPING HAZARD, AND ARE ABLE
CONTROL, AND INSTRUMENTATION TO REQUIRED EQUIPMENT. INSTALL TEMPORARY
REMOVED PERMANENT ELECTRICAL CABLES TO PROVIDE TEMPORARY POWER,
TEMPORARY SPLICE THE TEMPORARY ELECTRICAL CABLES AS REQUIRED TO THE 4.
MAINTAIN SYSTEM OPERABILITY.
TEMPORARY CABLES AND PROVIDE REPAIRS TO DAMAGED TEMPORARY CABLES TO
FROM ALL TRAFFIC AND CONTRACTOR OPERATIONS. THE CONTRACTOR MUST MAINTAIN
OR WITH LOCK AND DAM OPERATIONS. CABLES MUST BE ADEQUATELY PROTECTED
DETERMINED BY CONTRACTOR NOT TO INTERFERE WITH CONSTRUCTION OPERATIONS
TEMPORARY CABLES MUST BE ROUTED ON TOP OF LOCK WALL AT A LOCATION 3.
ROPE. SEE REFERENCE DRAWINGS AND CABLE SCHEDULES FOR EXISTING CABLE SIZES.
CIRCUIT CABLE MUST BE BUNDLED AND TIED TOGETHER WITH CABLE TIES OR NYLON
THE PERMANENT CABLE BEING SPLICED TO. THE CONDUCTORS OF EACH TEMPORARY
DEGREE COPPER. CONDUCTOR SIZE MUST NOT BE LESS THAN THE CONDUCTORS OF
TEMPORARY CABLES MUST BE SINGLE OR MULTIPLE CONDUCTOR 600 VAC, XHHW 90 2.
WARNING LIGHTS, AND SMALL BOAT SIGNALS AS APPLICABLE.
GUIDE WALL LIGHT POLES, NAVIGATION LIGHTS, OUTDRAFT LIGHTS, FISHERMAN'S
UPSTREAM GUIDE WALL, LOCK 21 DOWNSTREAM GUIDEWALL, AND LOCK 22 UPSTREAM
SEE PLAN SHEETS TO DETERMINE TEMPORARY WIRING REQUIREMENTS FOR LOCK 21 1.
TEMPORARY WIRE AND CABLE REQUIREMENTS:
L23
3M HDBB) TO COVER AND FINALLY SEAL THE RUN AND TAP END OF SPLICE.
PROVIDE 2-WAY OUTLET HEAT SHRINK HEAVY DUTY BREAKOUT BOOTS (BASIS OF DESIGN IS 11.
ON THE OTHER END OF THE SPLICE.
SPLICED CONDUCTORS ON ONE END AND JUST THE RUN CABLE AND SPLICED CONDUCTORS
ITCSN SERIES) OF PROPER SIZE APPLIED TO COVER BOTH THE RUN CABLE, TAP CABLE, AND
PROVIDE HEAVY-WALL (ADHESIVE-LINED) HEAT SHRINK TUBING (BASIS OF DESIGN IS 3M 10.
CABLE TO FILL AND DAM GAP BETWEEN THE CABLES.
PROVIDE MASTIC SPLICE TAPE AROUND AND BETWEEN MAIN RUN CABLE AND ADJACENT TAP 9.
APPLY LIQUID ELECTRICAL TAPE TO SEAL EXPOSED EDGES.8.
TUBES.
PROVIDE MASTIC SPLICE TAPE AROUND CONDUCTOR CONNECTIONS OVER HEAT SHRINK 7.
CONDUCTOR SPLICE.
MODEL ITCSN SERIES HEAT SHRINK TUBE) OF PROPER SIZE APPLIED TO EACH INDIVIDUAL
PROVIDE HEAVY- WALL (ADHESIVE-LINED) HEAT SHRINK TUBING (BASIS OF DESIGN IS 3M 6.
LINEARLY STAGGER COMPRESSION CONNECTORS TO MINIMIZE WIDTH OF CABLE SPLICE.5.
ROUTED THROUGH, BUT NOT TAPPED.
PROVIDE ONE INLINE BUTT-TYPE COMPRESSION CONNECTOR FOR EACH CONDUCTOR 4.
CONDUCTOR REQUIRED TO BE TAP SPLICED.
PROVIDE ONE INLINE BUTT TYPE COMPRESSION CONNECTOR FOR EACH RUN AND TAP 3.
PERMANENT CABLE SPLICES USING THE FIELD FABRICATED SPLICES.
THE SUBMERSED SPLICE STAYED DRY, THEN THE CONTRACTOR MAY INSTALL THE
DISASSEMBLED TO SEE IF WATER INFILTRATED THE SPLICE. IF THE PAPER TISSUE INSIDE
FOR 24 HOURS AT WHICH TIME THE SPLICE MUST BE REMOVED FROM THE WATER AND
TEST CABLE THAT IS SUBMERSED IN 8-10 FEET OF WATER (SUBMERSE IN LOCK CHAMBER)
PART OF THE SPLICE ASSEMBLY. THE TEST SPLICE MUST BE FABRICATED ON AN ASSEMBLED
CABLE SPLICE EXCEPT THAT ALSO A PAPER TISSUE MUST BE INSTALLED ON THE INNERMOST
CONTRACTOR MUST ASSEMBLE AND TEST THE FOLLOWING CUSTOM FIELD-FABRICATED 2.
SPLIT-BOLT CONNECTORS ARE NOT ACCEPTABLE. 1.
CUSTOM DESIGN/FIELD ASSEMBLED NON-RE-ENTERABLE ELECTRICAL CABLE SPLICE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
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R A
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N O
S O
L
IC
IT
A T
IO
N N
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IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
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A T
IO
N
K E
V E
L R
A
IL
A
N D C
O N
C R
E T
E R
E P
A
IR
S
Q U
IN
C Y
IL
A
N D S
A V
E R
T O
N
M O
L O
C K N
O S A
N D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
/0
H U
N E
M U
L L E
R
U P
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
S
L O
C K
C O
V E
R S
H E
E T
G-001
C S
C H
U M
A C
H E
R
B
A N
D E
R S
M R
P R
O J
C
C L E
M E
N T S
L21USGW
W E
K
R of Engineers
US Army Corps
PLAN SET: LOCK 21 UPSTREAM GUIDEWALL REPAIRS
KEVEL RAIL AND CONCRETE REPAIRS
QUINCY, IL AND SAVERTON, MO
LOCK NOS. 21 AND 22
MISSISSIPPI RIVER BASIN
ROCK ISLAND DISTRICT
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SCHEDULE - NEW UPSTREAM GUIDEWALL CABLESE-601
DETAILSE-501
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 17-18E-103
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 9-17E-102
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 1-8E-101
PLAN - LOCK 21E-001
SECTION - UPSTREAM GUIDEWALL DEMOLITIONSD302
SECTION - UPSTREAM GUIDEWALL DEMOLITIONSD301
PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 18-19SD103
PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 9-17SD102
PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 1-8SD101
DETAILS - WALKWAY SUPPORTS-511
DETAILS - 120V RECEPTACLE STANDS-510
DETAILS - WALL ARMORS-506
DETAILS - CHECKPOSTS-505
DETAILS - JOINTSS-501
SECTION - KEVEL RAIL AND BASE PLATES-305
SECTIONS - UPSTREAM GUIDEWALLS-304
SECTIONS - UPSTREAM GUIDEWALLS-303
SECTIONS - UPSTREAM GUIDEWALLS-302
SECTION - CHECKPOSTSS-301
ENLARGED PLANS - PULL BOX AND GROUNDING CONDUITS-111
ENLARGED PLANS - END STOP AND BASE PLATESS-110
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 18-19S-103
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 9-17S-102
PLAN - UPSTREAM GUIDEWALL - MONOLITHS 1-8S-101
SURVEY MONUMENT REPLACEMENTV-101
COVER SHEET - LOCK 21 - UPSTREAM GUIDEWALL REPAIRSG-001
SHEET TITLESHEET ID
SHEET INDEX
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T /T .O
N O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
P R
O J E
C T C
O D
E
M A
T O
C /I
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IQ
C
O N
T R
A C
T N
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S I
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S O
L
IC
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A T
IO
N
K E
V E
L R
A
IL
A
N D C
O N
C R
E T
E R
E P
A
IR
S
Q U
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C Y
IL
A
N D S
A V
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T O
N
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N D
M
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IS
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IP
P I
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IV
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A S
IN
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H U
N E
M U
L L
U
R V
E Y M
O N
U M
E N
T R
E P
L A
C E
M E
N T
V-101
C S
C H
U M
A C
H E
R
B
A N
D E
R S
M R
P R
O J
C
C L E
M E
N T S
L21USGW
W E
K
R
EXISTING CONCRETE
R O
U G
H E
N E
D S
U R
F A
C E O
F R
O
D NEW EPOXY GROUT
MANUFACTURER RECOMMENDATIONS
DRILLED HOLE DIAMETER PER EPOXY
ALIGNMENT SURVEY
MARK PIN FOR1"
WITH TOP OF CONCRETE)
BRASS ROD (FLUSH
1" DIA. X 10"
0.02" RADIUS
ROUND CORNER
ALL INFORMATION SHALL BE SUPPLIED IN MSL 1912 DATUM.7.
DRAWINGS FOR INFORMATION ON EXISTING MONUMENTS.
MONUMENTS IN LINE WITH EXISTING MONUMENTS. SEE REFERENCE
THE 3'-0" OFFSET DIMENSION IS NOMINAL. CONTRACTOR SHALL SET NEW 6
BE SET 1'-0" FROM THE EDGE OF THAT COMPONENT.
LOCATED AT THE CENTER OF THE MONOLITH, THE MONUMENT SHALL
OFFSET OF 3'-0" FROM THE FACE OF THE WALL. IF A LOCK COMPONENT IS
MONUMENTS SHALL BE SET AT THE CENTER OF THE MONOLITH, WITH AN 5.
MONUMENTS AND PERFORM THE SURVEY.
THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET THE 4.
SPECIFICATIONS FOR DETAILS.
THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY, SEE 3.
EXISTING.
THE CONTRACTOR SHALL RESET THE MARKERS IN THE SAME ALIGNMENT AS 2.
CONTRACTOR'S EXPENSE.
SHALL ALSO BE REPLACED WITH STABLE MONUMENTATION, AT THE
DAMAGED DURING CONSTRUCTION DUE TO CONTRACTOR OPERATIONS
ACCORDING TO THE DIAGRAM SHOWN. ANY LAND MARKERS THAT ARE
WORK AREAS AND AS NOTED. NEW BRASS RODS SHALL BE USED
UPSTREAM AND DOWNSTREAM GUIDEWALLS THAT FALL IN THE CONCRETE
THE CONTRACTOR SHALL REPLACE SURVEY POSITION MONUMENTS ON THE 1.
GENERAL SHEET NOTES
A1
SCALE: 3/8" = 1'-0"
PLAN - MONUMENT LOCATION
J7
SCALE: NTS
SURVEY DATADETAIL - SURVEY MONUMENT
J1
15'-0"
E
E N
O T
E S A
N D
F A
C E O
F W
A L L
F R
O M C
H A
M B
E R
O F F S
E T
M J
M J
483.533
35.008
1282.001A
29.999
483.515
483.532
483.511
483.510
483.497
483.498
30.011
1132.008A
1161.998A
1189.197A
29.996
32.809
27.199
29.990
1252.002A
1222.006A
483.591
483.607
483.553
483.595
483.538
483.557
483.533
483.543
483.514
483.514
MARKER
UG1
STA. ELEV.DIST.
UG2
UG3
UG4
UG5
UG6
UG7
UG8
UG9
UG10
UG11
UG12
UG13
UG14
UG15
UG16
UG17 NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
YES / 3'-0"
NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
YES / 3'-0"
NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
NO / 3'-0"
YES / 3'-0"
NO / 3'-0"
NO / 3'-0"
1101.997B
834.006A
/ OFFSET
REPLACEMENT
862.007A
892.006A
919.106A
952.006A
981.995A
1012.004A
1042.005A
1071.994A
30.003
29.989
30.001
30.009
29.989
32.900
28.001
29.999
27.100
1317.009A
TBD
TBD
TBD
TBD
STA. ELEV.DIST.
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
AS SHOWN THIS CONTRACT
4'0 2' 8'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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D R
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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O R
P S
O F
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G
IN
E E
R S
R O
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C O
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N O xx x xx x xx x xx x xx x x x x x x xx xx x xx x xx x xx x x x x x x x xx x xx
A N
S I
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A
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H S
-8
U P
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A M
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E
W A
L L
P L
A N
S-101
C S
C H
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A C
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R
B A
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E R
S
M R
P R
O J
C C
L E
M E
N T
S
L21USGW
W
E K
R
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A .0
A
S T
A
.0 A
S T
A .0
A
M J
M J
M J
M J
M J
M J
M J
M J
S T
A .0
A
S T
A .5
A
S T
A .0
A
S T
A .0
A
S T
A .5
A
S T
A .4
A
S T
A .0
A
S T
A .5
A
C H
E C
K P
O S
T
L A
D D
E R
LCLC
A N
D P
U L
L B
O X
L L
IG
H
T S
T A
N D
A R
D
LIGHT TO REMAIN
FISHERMANS WARNING
EMBANKMENT
EXISTING RIPRAP
NEW SLAB
UG3
MONUMENT
SURVEY
REPLACE
UG8
MONUMENT
SURVEY
REPLACE
4 5
6 7 8
0 4' 8'2'
N
N
0 4' 8'2'
0 4' 8'2'
N
K1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 1-2
A1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 6-8
E1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 3-5
RECEPTACLE STAND ORIENTATION AS DIRECTED BY CONTRACTION OFFICER. 3.
EMBED RECEPTACLE STUD ANCHORS 4" IN EPOXY GROUT.2.
FOR SIMILAR REPAIRS ANNOTED BY THE LEGEND DESCRIPTION.
SECTION CUTS ARE NOT SHOWN AT EACH REPAIR AREA AND ARE TYPICAL 1.
GENERAL SHEET NOTES
L C
H E
C K
P O
S T
C
CL
C
H E
C K
P O
S T
C
L C
H E
C K
P O
S T
CS
T
A .0
A
M J
L C
H E
C K
P O
S T
C
LEGEND
CHECKPOST REPLACEMENT
NEW SIDEWALK
HORIZONTAL RESURFACING
S T
A .0
A M
J
FLOW
FLOW
FLOW
S-110
E1
S-112
A11
HANDRAIL
REINSTALL
AND BASE PLATES
KEVEL RAIL
INSTALL
HANDRAIL
REINSTALL
AND BASE PLATES
KEVEL RAIL
INSTALL
HANDRAIL
REINSTALL
AND BASE PLATES
KEVEL RAIL
INSTALL
9'-0"10'-0"
NEW SIDEWALK
S-301
A12
S-301
A1
S-304
J1
S-302
A1
L C
H E
C K
P O
S T
C
S T
A .1
A
E X
IS
T
IN
G
P U
L L
B O
X
LC
C
NEW FENCE
S-112
A11
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E N
D O
F
S T
A .8
A
K E
V E
L R
IL
BACK OF FENCE
RIPRAP TO
RELOCATE RR-6
CORNER POST
INSTALL NEW
GROUND
TIE INTO EXISTING
SIDEWALK TO
REGRADE BEHIND
STAND
120V RECEPTACLE
INSTALL S-510-A1
UG5
MONUMENT
SURVEY
REPLACE
LIGHT
AND NAVIGATION
OUTDRAFT SIGN
EXISTING
WATER LINE
RIPRAP AT
EXISTING
8"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T /T .O
N O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
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M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
P R
O J E
C T C
O D
E
M A
T O
C /I
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IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
K E
V E
L R
A
IL
A
N D C
O N
C R
E T
E R
E P
A
IR
S
Q U
IN
C Y
IL
A
N D S
A V
E R
T O
N
M O
L O
C K N
O S A
N D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
/0
H U
N E
M U
L L E
R
M O
N O
L
IT
H S -1
U P
S T
R E
A M G
U
ID
E W
A L L
P L
A N
S-102
C S
C H
U M
A C
H E
R
B
A N
D E
R S
M R
P R
O J
C
C L E
M E
N T S
L21USGW
W E
K
R
A .0
A
S T
A .0
A
M J
M J
S T
A .0
A
S T
A .5
A
S T
A .5
A
S T
A N
D A
R D
L L
IG
SIGNAL LIGHT
EXISTING SMALL BOAT
S T
A .5
A
L C
H E
C K
P O
S T9
S T
A .0
A
M J
TO REMAIN
EXISTING SIGN
0 4' 8'2'
N
0 4' 8'2'
N
0 4' 8'2'
N
FOR SIMILAR REPAIRS ANNOTED BY THE LEGEND DESCRIPTION.
SECTION CUTS ARE NOT SHOWN AT EACH REPAIR AREA AND ARE TYPICAL 1.
GENERAL SHEET NOTES
F1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 12-14
K1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 9-11
A1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 15-17
UG13
MONUMENT
SURVEY
REPLACE
A .9
.0
A
M J
S T
A .1
A
S T
A .0
A
S T
A N
D A
R D A
N D P
U L L B
O X
L E
X
IS
T
IN
G L
IG
C L
H E
C K
P O
S T
CCS
T
A .0
A
M J
S T
A .0
A
M J
C
S T
A .0
A
M J
S T
A .0
A
M J
L C
H E
C K
P O
S T
C
S T
A .0
A
M J
S T
A .8
.0
A
M J
S T
A .0
A
C L C
H E
C K
P O
S T
S T
A .0
A
M J
L C
H E
C K
P O
S T
C
EXISTING PULL BOX
LEGEND
CHECKPOST REPLACEMENT
NEW SIDEWALK
HORIZONTAL RESURFACING
10 11
12 13 14
15 16 17
S T
A .0
A
M J
FLOW
FLOW
FLOW
HANDRAIL
REINSTALL
PLATES
AND BASE
KEVEL RAIL
INSTALL
HANDRAIL
REINSTALL
PLATES
AND BASE
KEVEL RAIL
INSTALL
HANDRAIL
REINSTALL
S T
A .0
A
E X
T E
N S
IO
N
E N
D O
F S
ID
E W
A L
K
AND BASE PLATES
INSTALL KEVEL RAIL
UG14
MONUMENT
SURVEY
REPLACE
EXTENSION
SIDEWALK
S-112
A1
S-111
A1
S-302
H1
B
C
D
E
F
G
H
J
K
L
M
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P
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B M
IT
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D B
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C H
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D B
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
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C K I S
L A
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H U
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M U
L L E
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M O
N O
L
IT
H S
-1
U P
S T
R E
A M G
U
ID
E W
A L L
P L
A N
S-103
C S
C H
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A C
H E
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B
A N
D E
R S
M R
P R
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C
C L E
M E
N T S
L21USGW
W E
K
R
A .0
A
M J
0 4' 8'2'
N
A1
SCALE: 1/4" = 1'-0"
PLAN - MONOLITHS 18-19
S T
A .0
A
M J
K E
V E
L R
A
IL
E N
D O
F
S T
A .5
A
S T
A .0
A
M J
S T
A .0
A
W E
L L A
N D P
U L L B
O X
L E
X
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T
IN
G G
A
A .9
A
C L C
H E
C K
P O
S T
C
FOR SIMILAR REPAIRS ANNOTED BY THE LEGEND DESCRIPTION.
SECTION CUTS ARE NOT SHOWN AT EACH REPAIR AREA AND ARE TYPICAL 1.
GENERAL SHEET NOTES
LEGEND
CHECKPOST REPLACEMENT
NEW SIDEWALK
HORIZONTAL RESURFACING
18 19
FLOW
S T
A .5
A
L C
H E
C K
P O
S T
C
EXISTING PULLBOX
HANDRAIL
REINSTALL
PLATES
AND BASE
KEVEL RAIL
INSTALL
EXISTING PAVEMENT
SIDEWALK EXTENSION
S T
A .0
A
A N
D P
U L L B
O X
L L
IG
H T S
T A
N D
A R
D C S
ID
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A L
K E
X T
E N
S
IO
N
S T
A R
T O
F
S T
A .0
A
S-110
A1 S-111
A1
S-111
A10
S-301
B
C
D
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F
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B M
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D B
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D B
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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R S
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L L
D S
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P S A
N D B
A S
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L A
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L A
R G
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L A
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S-110
C S
C H
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H E
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B
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D E
R S
M R
P R
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C
C L E
M E
N T S
L21USGW
W E
K
R
REQUIRED SITE SURVEY.
GOVERNMENT. ACTUAL QUANTITIES TO BE DETERMINED FROM THE
QUANTITIES LISTED IN THE BASE PLATE SCHEDULE ARE ESTIMATIONS BY THE 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
C/L OF ANCHOR.
PROVIDE 12" MINIMUM CLEARANCE FROM MONOLITH EXPANSION JOINT TO
PLATES AT 42" AND CENTER PLATE SPACING ON THE LADDER OPENING.
CHECKPOSTS AND HANDRAIL POSTS. AT LADDER LOCATIONS, SPACE BASE
TYPICAL BASE PLATE SPACING TO BE 36" ± 6". COORDINATE LOCATIONS WITH 1.
MAXIMUM EXCEPT AT CHECKPOSTS
TYPICAL HANDRAIL POST SPACING IS 6'-0"
L RAILC
FACE OF WALL
EXISTING TOP CORNER ARMOR
L BASE PLATECL BASE PLATEC
QUANTITY
BASE PLATE
MONOLITH NUMBER
SCHEDULE
KEVEL RAIL BASE PLATE
K1
TYPICAL RAIL BASE PLATE LAYOUT
1 1/2"=1'-0"SCALE:
S T
A .8
A
K E
V E
L R
A
IL
E N
D
F
E1
1 1/2"=1'-0"SCALE:
ENLARGED PLAN - DOWNSTREAM END STOP
1 1/2"=1'-0"SCALE: 4'0 2' 8'
4'0 2' 8'
4'0 2' 8'
A11
ELEVATION - DOWNSTREAM END STOP
1 1/2"=1'-0"SCALE:
10 1/4 "
2'-7 1/4 "
L BASE PLATEC
K E
V E
L R
A
IL
S T
A R
T
FACE OF WALL
EXISTING TOP CORNER ARMOR
FACE OF WALL
EXISTING TOP CORNER ARMOR
S-520-A1
KEVEL PLAN SET
S T
A .5
A
K E
V E
L R
A
IL
S T
A R
T
1'-0"
/4
1' 2'0 6"
1' 2'0 6"
S-521-A1
KEVEL PLAN SET
1/4
S T
A .5
A
1' 2'0 6"
ELEVATION - UPSTREAM END STOP AND BARGE LINE GUARD
S-521-A1
KEVEL PLAN SET
S-530-A1
KEVEL PLAN SET
1"
1/4
E9
SECTION - UPSTREAM END STOP
1 1/2"=1'-0"SCALE:
LINE GUARD
MATCH ID OF BARGE
HEAD OF RAIL TO
GRIND FLANGE AND
ENLARGED PLAN - UPSTREAM END STOP AND BARGE LINE GUARD
E14
1 1/2"=1'-0"SCALE:
1'-9 3/8 "
S-110
A11
S-110
E9
S-110
E14
B
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D
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US Army Corps
U .S
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N T S
L21USGW
W E
K
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PULLBOX FRAME AND LID NOT SHOWN FOR CLARITY.2.
PULLBOX REINFORCMENT NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
SHEET KEYNOTES
OF CONDUIT TO BE 1" CLEAR FROM EMBEDDED LIGHT POLE.
CHIP OUT CONCRETE AS NEEDED TO PLACE CONDUIT. VERTICAL PORTION 2.
BUSHINGS ON EACH END.
1" Ø PVC COATED RGS WITH THREADED END AND CONDIUT TERMINATION 1.
4"
(STA. 792.0A ONLY)
GROUNDING ROD
1 1/4" Ø HOLE FOR
1" Ø DRAIN
TYP
IN EPOXY GROUT
#4 EMBEDDED 6"
4"
1 2
S T
A .5
A
K E
V E
L R
A
IL
B A
C K O
F
L KEVEL RAILC
LOCKWALL
FACE OF
TO PULLBOX
A1
SCALE: 1" = 1'-0"
ENLARGED PLAN - PULLBOX
0 1' 2'6" A10
SCALE: 1" = 1'-0"
ENLARGED PLAN - RAIL GROUNDING CONDUIT
0 1' 2'6"
LEGEND
NEW SIDEWALK
2'-6"
3" CLEAR
S-303
J1
S-304
B
C
D
E
F
G
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J
K
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N
P
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B M
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D B
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C H
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D B
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C O
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A T
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U .S
A R
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C L E
M E
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L21USGW
W E
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SCALE: 1" = 1'-0"
ENLARGED PLAN - PULL BOX
0 1' 2'6"
PULLBOX FRAME AND LID NOT SHOWN FOR CLARITY.2.
PULLBOX REINFORCMENT NOT SHOWN FOR CLARITY1.
GENERAL SHEET NOTES
TYP
IN EPOXY GROUT
#4 EMBEDDED 6"
(STA. 792.0A ONLY)
GROUNDING ROD
1 1/4" Ø HOLE FOR
1" Ø DRAIN
4"
SHEET KEYNOTES
OF CONDUIT TO BE 1" CLEAR FROM EMBEDED LIGHT POLE.
CHIP OUT CONCRETE AS NEEDED TO PLACE CONDUIT. VERTICAL PORTION 2.
BUSHINGS ON EACH END.
1" Ø PVC COATED RGS WITH THREADED END AND CONDIUT TERMINATION 1.
TYP
IN EPOXY GROUT
#4 EMBEDDED 6"
3" CLEAR
(STA. 792.0A ONLY)
GROUNDING ROD
1 1/4" Ø HOLE FOR
1" Ø DRAIN
2'-3 1/4 "
LEGEND
NEW SIDEWALK
HORIZONTAL RESURFACING / PULLBOX FILLING
A11
SCALE: 1" = 1'-0"
ENLARGED PLAN - PULL BOX
0 1' 2'6"
2'-6"
3" CLEAR
NEW WALKWAY
S-303
A1
S-302
A11
S-302
H11
S-302
A11
S-304
A12
B
C
D
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F
G
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D B
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US Army Corps
U .S
A R
M Y C
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L21USGW
W E
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EL. 480.5
EL. 483.5
TYP OF 3
#10 X 4'-4"
KEVEL RAIL
EPOXY GROUT
EMBED 20" IN
#8 ANCHORS
PROVIDE 3" CLEAR COVER TO ALL REINFORCEMENT, UNO.3.
OF CONSTRUCTION CLOSURE PERIOD.
CONCRETE STRENGTHS AT CHECKPOSTS SHALL BE 3500 PSI PRIOR TO END 2.
PLACEMENT.
CHECKPOSTS SHALL BE FILLED WITH NON-SHRINK GROUT AFTER CONCRETE 1.
GENERAL SHEET NOTES
NEW SIDEWALK
6'-5"
5'-0"
1'-11"
10"
8" 1'-2" 1'-3"
TYP OF 4
PLACEMENT
AT CHECKPOST
#3 TIE BAR 18" LONG
S-505-H1
S-506-A1
S-506-E1
EL. 480.5
EL. 483.5
KEVEL RAIL
5'-0"
1'-11"
8" 1'-2" 1'-3"
S-505-H1
S-506-A1
S-505-A1
S-506-E1
A
N C
H O
R S
S-505-A1
A1
SCALE: 1" = 1'-0"
TYPICAL SECTION - CHECKPOST WITH SIDEWALK
0 1' 2'6"
H1
SCALE: 1" = 1'-0"
TYPICAL SECTION - CHECKPOST
0 1' 2'6"
A12
SCALE: 1" = 1'-0"
TYPICAL SECTION - CHECKPOST WITH SIDEWALK
0 1' 2'6"
AGGREGATE BASE
4" COMPACTED
#6
ADJACENT TO MONOLITH JOINTS.
OMIT BARS AT CHECKPOSTS
#6 EMBEDED 6" IN EPOXY GROUT.
10"4"
S-505-A1
EPOXY GROUT
EMBED 20" IN
#8 ANCHORS
ADJACENT TO MONOLITH JOINTS.
OMIT BARS AT CHECKPOSTS
#6 EMBEDED 6" IN EPOXY GROUT.
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
#10
10"
#6
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
TYP OF 3
#10
NOYES771.9A19
NOYES800.0A18
809.5AYESNO-18
850.5AYESYES849.9A17
NOYES874.6A16
YESYES900.0A15
NOYES926.0A14
YESYES950.1A13
NOYES975.0A12
1000.5AYESYES1000.0A11
NOYES1024.8A11
1047.5AYESYES1050.0A10
NOYES1075.0A9
YESYES1100.0A8
NOYES1127.1A7
1150.5AYESYES1150.0A6
NOYES1172.8A6
YESYES1200.0A5
NOYES1225.1A4
YESYES1250.0A3
NOYES1275.0A2
1300.5AYESYES1300.0A1
STATION
NEW
CHECKPOST
INSTALL NEW
CHECKPOST
EXISTING
STATION
EXISTING
NUMBER
MONOLITH
GUIDEWALL
UPPER
CHECKPOST SCHEDULE
(TYP OF 20)
#8 ANCHORS
2'-6"
AGGREGATE BASE
4" COMPACTED
TYP OF 4
PLACEMENT
AT CHECKPOST
#3 TIE BAR 18" LONG
CONDUITS
ELECTRICAL
TYP OF 3
VERTICALLY
#6 EVENLY SPACED
S-505-A1
CONDUITS
ELECTRICAL
S-301
H1
S-301
B
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F
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SHEET ID
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US Army Corps
U .S
A R
M Y C
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L21USGW
W E
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TYPICAL SECTION - HORIZONTAL RESURFACING WITH SIDEWALK
0 1' 2'6" A11
SCALE: 1" = 1'-0"
TYPICAL SECTION - PLANKING
0 1' 2'6"
5'-0"
6'-5" SIDEWALK
10"
H1
SCALE: 1" = 1'-0"
TYPICAL SECTION - KEVEL RAIL WITH SIDEWALK
0 1' 2'6"
6'-5" SIDEWALK 5'-0"
10"
ARMOR STRAP
TO MATCH
REMOVAL LINE
FELT 15# BOND BREAKER
ASPHALT SATURATED ORGANIC
R E
S U
R F
A C
IN
G
E X
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IN
G H
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T A
L
AGGREGATE BASE
4" COMPACTED
AGGREGATE BASE
4" COMPACTED
ON CENTER
#3 TIE BAR @ 2'-0"
ON CENTER
#3 TIE BAR @ 2'-0"
EL. 483.5
EL. 483.5 EL. 483.5
TYP OF 3
EMBED 6" IN EPOXY GROUT
THREADED ROD AND NUT
3/4" DIA GALVANIZED
WALKWAY PLANKING
H11
SCALE: 1" = 1'-0"
TYPICAL SECTION - PLANKING
0 1' 2'6"
S-511-A1
S-511-E1
WALKWAY PLANKING
EMBED 6" IN EPOXY GROUT
THREADED ROD AND NUT
(3) 3/4" DIA GALVANIZED
11 3/4" WIDE WALKWAY PLANK
PLANK
WALKWAY
7" WIDE
CONDUITS
ELECTRICAL
CONDUITS
ELECTRICAL
S-511-A1
TYP
MANUFACTURERS SPECIFICATIONS.
SECURE PLANKING PER
TYP
MANUFACTURERS SPECIFICATIONS.
SECURE PLANKING PER
S-305
A1
S-305
B
C
D
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F
G
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US Army Corps
U .S
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W E
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SECTION
0 1' 2'6"
J1
SCALE: 1" = 1'-0"
SECTION
0 1' 2'6"
1"Ø DRAIN
6"6"
#4 @ 1'-0" E.W.
SHEET KEYNOTES
EXTEND CONDUIT 1" BEYOND FACE OF CONCRETE.3.
CONDUIT TO BE 1" CLEAR FROM STEEL.
CHIP OUT CONCRETE AS NEEDED TO PLACE CONDUIT. VERTIAL PORTION OF 2.
BUSHING EACH END.
1" Ø PVC COATED RGS WITH THREADED END AND CONDUIT TERMINATION 1.
1'-5"
AGGREGATE BASE
4" COMPACTED
TYP OF 2
AT PULL BOX
#3 TIE BAR
1 2
6" EMBEDMENT TYP
8"5"
" 3
#4B TOP ANCHOR
#4B BOTTOM ANCHOR
AGGREGATE BASE
4" COMPACTED
TOP OF LOCKWALL
IN EPOXY GROUT
#4B EMBED 6"
FELT 15# BOND BREAKER
ASPHALT SATURATED ORGANIC
HORIZONTAL RESURFACING
PLACE TOP 4" AS
OF WORK.
SHROUD AFTER COMPLETION
SHROUD FOOTPRINT. REINSTALL
ENSURE CONDUIT IS WITHIN
SHOWN FOR CLARITY.
LIGHT POLE SHROUD NOT
LIGHT POLE TO REMAIN
A12
SCALE: 1" = 1'-0"
TYPICAL SECTION - PULLBOX ANCHORS
0 1' 2'6"
1'-5"5'-1"
6" 6"
6" EMBEDMENT TYP
"1
AGGREGATE BASE
4" COMPACTED
1"Ø DRAIN
#4 @ 1'-0" E.W.
TYP OF 2
AT PULL BOX
#3 TIE BAR
FELT 15# BOND BREAKER
ASPHALT SATURATED ORGANIC
HORIZONTAL RESURFACING
PLACE TOP 4" AS
OF WORK.
SHROUD AFTER COMPLETION
SHROUD FOOTPRINT. REINSTALL
ENSURE CONDUIT IS WITHIN
SHOWN FOR CLARITY.
LIGHT POLE SHROUD NOT
1 2
LIGHT POLE TO REMAIN
REINFORCEMENT NOT SHOWN IN A12 FOR CLARITY.1.
GENERAL SHEET NOTES
EL. 483.5
EL. 483.5
4'-4"
SIDEWALK EXTENSION FROM STA. 777.0A TO 826.0A
ON CENTER
#3 TIE BAR @ 2'-0"
AGGREGATE BASE
4" COMPACTED
AGGREGATE BASE
4" COMPACTED
S-305
A1
S-305
A1
S-303
A12
S-303
A12
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
R A
C T /T .O
N O
S O
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IC
IT
A T
IO
N N
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IS
S
U E D
A T
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S
IZ
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M A
R K
D E
S C
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IP
T
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
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