PLAN_SET-GENERAL.pdf

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O&M GENERAL

MITER GATE INSTALLATION

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MULTIPLE SITES

LASALLE COUNTY, IL

MARSEILLES AND STARVED ROCK LOCKS

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W912EK19R0012

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SOLICITATION

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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INDEX

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SEALING FORMWORK AND AFFIXING NEW FEATURES TO EXISTING STRUCTURES.

ADJUSTMENTS TO INCLUDE SHIMS AND GRINDING NECESSARY FOR FITTING AND

AND AS-BUILTS. CONTRACTOR IS RESPONSIBLE FOR MINOR MATERIALS AND

OR SLIGHTLY OFF DIMENSIONALLY FROM THAT INDICATED ON THE DRAWINGS

FEATURES AT THE LOCK MAY BE OUT OF PLUMB, BE SLIGHTLY OFF IN LOCATION,

MATERIAL FABRICATION, AND PLACEMENT OF NEW CONCRETE. EXISTING

CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION,

BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

REFERENCE DRAWINGS SUPPLEMENTED BY FIELD MEASUREMENTS AND SHALL

THE DIMENSIONS, STATIONS, ELEVATIONS, AND FEATURES ARE BASED ON THE 14.

CLOSURE PERIODS.

CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION 13.

PLACEMENT.

THIS LEAKAGE DURING DEWATERING FOR DEMOLITION AND CONCRETE

AMOUNTS OF WATER. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTROL

EXISTING MONOLITH JOINTS MAY NOT BE WATER TIGHT AND MAY LEAK VARIOUS 12.

REQUIRED TO MEET THESE TOLERANCES.

OF OTHER TOLERANCES GIVEN IN THE SPECIFICATIONS. GRIND SMOOTH IF

" IN VERTICAL ALIGNMENT. THESE GIVEN LIMITS ARE INDEPENDENT 4

1MORE THAN

" AND NOT 16

1ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN 11.

SURFACES WHERE ARMOR IS PRESENT TO ENSURE ARMOR IS CUT.

DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON ALL VERTICAL

ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN ON THE

A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE REQUIRED 10.

GALVANIZED.

PULLOUT AND 6000 LB ULTIMATE SHEAR. ALL ANCHORS AND NUTS SHALL BE

EMBEDDED IN EPOXY GROUT TO A DEPTH WHICH PROVIDES 4000 LB. ULTIMATE

TO RESET HAND RAIL TO EXISTING ANCHORED CONDITIONS. ANCHORS SHALL BE

NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL NEW ANCHOR BOLTS

INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH UP PAINTING AS

AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION AND CONDITION,

DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE MAINTAINED

SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS 9.

LOCKAGE OF TOWS. SEE SPECIFICATIONS.

DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED DURING

NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS DEEMED 8.

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE GRADING, SEEDING, ETC.

CONTRACTOR PERFORMING ANY WORK. THE CONTRACTOR SHALL RETURN THE

PERFORMED WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO THE

AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL BE 7.

INDICATES TO REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" 6.

ALLOW GOVERNMENT PERSONNEL TO CONDUCT LOCK OPERATIONS.

TRENCHES, TEMPORARY HANDRAILS, CLEARING OF WORK AREAS, ETC., TO

ALL PROVISIONS NECESSARY, INCLUDING TEMPORARY COVERS FOR OPEN

PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS. CONTRACTOR SHALL MAKE

THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE CONSTRUCTION 5.

LOCKMASTER.

QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY THE

USERS FOR LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL

THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY 4.

CONDITIONS. REFERENCE DRAWINGS ARE NOT PRINTED TO SCALE.

"AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD

SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE NOT

CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE 3.

1912 DATUM UNLESS NOTED OTHERWISE.

ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO MEAN SEA LEVEL (MSL) 2.

CONTRACTOR.

LIGHTING DURING NON-DAYLIGHT HOURS, SHALL BE PROVIDED BY THE

CONTRACTOR. UTILITIES, INCLUDING TEMPORARY CONSTRUCTION POWER AND

EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE AVAILABLE TO THE

GOVERNMENT UTILITIES (INCLUDING WATER, ELECTRICITY, FUEL, ETC.) AND 1.

ALL EXISTING HANDRAIL TO BE REMOVED AND REINSTALLED.18.

FROM HTTP://RIVERGAGES.COM

CORRESPONDING TAILWATER DROP AFFECTED. HYDROGRAPHS CAN BE OBTAINED

CANNOT BE REGULATED SUCH THAT THE WATER IS STORED IN THE POOL AND A

ONLY TO MAINTAIN A DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. THEY

STARVED ROCK AND MARSEILLES ARE RUN-OF-THE-RIVER FACILITIES, FUNCTIONING 17.

RETURNING THE STAGING AREAS TO THEIR PRE-CONSTRUCTION CONDITION.

COMPLETION OF STAGING AREA USE, THE CONTRACTOR IS RESPONSIBLE FOR

IS NOT ENCROACHMENT ON PROPERTY NOT OWNED BY THE GOVERNMENT. UPON

CONTRACTOR TO STAKE OUT ALL STAGING AREAS PRIOR TO USE TO ENSURE THERE 16.

UTILITIES AS REQUIRED AND APPROVED BY THE CONTRACTING OFFICER.

CONTRACTING OFFICER. THE CONTRACTOR SHALL RELOCATE AND RESTORE SUCH

SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE AS APPROVED BY THE

PRIOR TO EXCAVATION. ANY DAMAGE CAUSED BY THE CONTRACTOR’S ACTIVITIES

REQUIRED BY LAW, TO FOLLOW THE PROPER NOTIFICATION / LOCATE PROCEDURES

CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR’S RESPONSIBILITY, AS

UTILITIES NOT SHOWN IN THESE PLANS MAY BE ENCOUNTERED DURING 15.

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NORTH INDICATOR

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CONTROL POINT

CONSTRUCTION WORK LIMITS

CENTERLINE

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AMERICAN WELD SOCIETYAWS

AVERAGEAVG

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

ARCHITECT, -URAL, -UREARCH

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AMERICAN INSTITUTE OF AISC

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MONOLITH JOINTMJ

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USED IN THIS SET

NOTE: NOT ALL ABBREVIATIONS

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GENERAL

GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES

ADHESIVE ANCHOR NOTES

ADHESIVE ANCHOR NOTES (cont.)

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LICENSED DESIGN PROFESSIONAL.

HARDENED, SOUND CONCRETE, UNLESS PERMISSED BY THE

BENT AFTER BEING ADHESIVELY EMBEDDED IN

REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE19.

AND REPLACED AT THE CONTRACTOR'S EXPENSE.

FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED

THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE

ANCHORS SHALL BE INSTALLED PERPENDICULAR TO

CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,

IN-PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE

INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED18.

OTHER COATINGS.

CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR

ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE17.

THE ADHESIVE DURING CURING.

TO VERTICALLY OVERHEAD LOCATIONS TO PREVENT LOSS OF

ANCHORS AT THE SURFACE SHLL BE SEALED AT HORIZONTAL

SPECIFIED DEPTH. WHERE NECESSARY, SPACES AROUND

FOLLOWED BY INSERTION AND ROTATING THE ANCHOR TO THE

HOLE AND WITHDRAWN AS ADHESIVE IS INJECTED,

EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE

SHALL BE DISPENSED THROUGH A TUBE OR CARTRIDGE

UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE16.

CLEANING.

THAT THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL

ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE

THE HOLE WAS JUST DRILLED, IF IN THE OPINION OF THE

A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING15.

IS INSTALLED.

PROTECTED FROM CONTAMINATION UNTIL THE ADHESIVE

DRILLED AND CLEANED ANCHOR HOLES SHALL BE14.

ADHESIVE INJECTION, AS REQUIRED BY THE MPII.

ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO13.

ROTARTY IMPACT HAMMER DRILL OR ROCK DRILL.

ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A12.

VACUUMS, WRENCHES, ETC.

BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP

NOT LIMITED TO, DRILLS, SETTING TOOLS, CLEAN-OUT BRUSHES,

REQUIRED TO INSTALL THE ADHESIVE ANCHOR INCLUDING, BUT

THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT11.

PRINTED INSTALLATION INSTRUCTIONS (MPII).

IN ACCORDANCE WITH THE MANUFACTURER'S

INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED

ACCORDANCE WITH THE SPECIFICATIONS. POST-

PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN

ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED10.

MANUFACTURER.

SERVICE TEMPERATURE RANGED RECOMMENDED BY THE

ADHESIVES SHALL BE STORED AND INSTALLED AT THE 9.

STICK-OUT SHALL BE 6".

EMBEDMENT DEPTH SHALL BE 1'-6" AND MINIMUM

INSTALLED. ABSENT ANY INFORMATION, THE MINIMUM

PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING

AS SHOWN ON THE DRAWING OR DETAIL FOR THE

(STICK-OUT) FROM THE CONCRETE SURFACE SHALL BE

EMBEDMENT DEPTH AND ANCHOR PROJECTION 8.

50 DEGREES FARENHEIT.

ANCHOR INSTALLATION SHALL BE AT LEAST

CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE7.

ADHESIVE ANCHOR INSTALLATION.

STRENGTH OF 2,500PSI AT THE TIME OF

NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.

ASSEMBLIES SHALL CONFORM TO ASTM A615, GRADE 60.

REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS5.

ANCHOR ASSEMBLIES SHALL BE AS NOTED ON THE DRAWINGS.

ALL-THREADED ROD TO BE USED IN ADHESIVE4.

ԏuncr = 1670PSI UNCRACKED CONCRETE BOND STRESS:b.

ԏcr = 805PSI CRACKED CONCRETE BOND STRESS:a.

USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:

BOND STRESS WERE ASSUMED FOR THE DESIGN

ANCHORS, THE FOLLOWING MINIMUM VALUES FOR

APPENDIX D OF ACI 318-11. FOR ADHESIVE

ANCHORAGE DESIGN IS IN ACCORDANCE WITH 3.

PROPERLY CLEANING THE DRILLED HOLE.

ALL MANUFACTURER RECOMMENDED SUPPLIES FOR

EXTENSION TUBE, A DISPENSING GUN, AND

THE NEW ADHESIVE, A CLEAN MIXING NOZZLE,

THE SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO,

SHALL BE SUPPLIED AS AN ENTIRE SYSTEM.

THE ADHESIVE ANCHORS SELECTED2.

ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.

CRITERIA FOR QUALIFICATION OF POST-INSTALLED

RECENTLY PUBLISHED ACI 355.4, ACCEPTANCE

CONFORM TO THE REQUIREMENTS OF THE MOST

POST-INSTALLED ANCHORAGE TO CONCRETE SHALL

THE ADHESIVE ANCHOR SYSTEM USED FOR1.

CONTRACTING OFFICER.

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.

STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS, UNO.

ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE5.

" UNO.4

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED4.

PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND MAINTAINED SECURELY IN

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,3.

ABUTS A MONOLITH JOINT.

" THICK JOINT FILLER MATERIAL WHERE CONCRETE PLACEMENT 2

1PROVIDE 2.

TRACTOR SHALL BE IN ACCORDANCE WITH ACI 318.

(ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CON-

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

WITH THE PROVISIONS OF THE LATEST AMERICAN CONCRETE

ALL CONCRETE CONSTURCTION SHALL BE IN ACCORDANCE1.

WRAPPED PER DETAIL BELOW:

ALL WELDS CONNECTING PLATES TO OTHER PLATES SHALL BE12.

ASSEMBLY.

SURFACES SHALL BE COATED WITH PRIMER PRIOR TO

ALL FAYING SURFACES WITH THE EXCEPTION OF GALVANIZED11.

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED10.

AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED IN 09 97 02.

ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND9.

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL8.

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 7.

AWS D1.1C. VOLUME III:

AWS D1.5B. VOLUME II:

AWS D1.1A. VOLUME I:

TABLE BELOW, UNO, USING E70XX ELECTRODES.

TOLERANCE AND TESTING REQUIREMENTS, IN ACCORDANCE WITH THE

AWS D1.1 OR AWS D1.5, INCLUDING, BUT NOT LIMITED TO, DIMENSIONAL

ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF6.

FABRICATION.

COATED IN ACCORDANCE WITH ASTM A123 AFTER

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE5.

DESIGNATED AS BEARING-TYPE CONNECTIONS.

ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE

BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO.4.

SHALL BE BOLTED UNLESS OTHERWISE NOTED.

SPECIFICALLY DETAILED OTHERWISE. FIELD CONNECTIONS

SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS3.

(* Fy BASED ON 0.2% OFFSET STRAIN)

(Fy IS THE MINIMUM YIELD STRENGTH)

ASTM F3125D. HIGH-STRENGTH BOLTS:

Fy = 55 KSIASTM F1554 GRADE 55C. ANCHOR RODS:

Fy = 50 KSIASTM A709

Fy = 42 KSIASTM A572

Fy = 50 KSIASTM A572

Fy = 36 KSIASTM A36B. SHAPES/PLATES:

Fy = 50 KSIASTM A992A. W-SHAPES:

SHALL MEET THE FOLLOWING REQUIREMENTS:

UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.

FOURTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

SEE SPECIFICATIONS FOR REQUIREMENTS.

AS SPUDDING BARGES, CONCRETE DEMOLITION AND DEBRIS REMOVAL.

HYDRAULIC AND AIR PIPING FROM CONTRACTOR OPERATIONS SUCH

THE CONTRACTOR SHALL PROVIDE MEANS TO PROTECT THE EXISTING 10.

FOR NECESSARY PLAN OR GRADE CHANGES.

ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION

CONSTRUCTION. CONTRACTOR SHALL NOTIFY IF ANY DISCREP-

TION. THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE9.

THAT MAY EFFECT THE COMPLETION OF THIS WORK.

OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER8.

EQUIPMENT.

HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR

SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION

UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR7.

AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED6.

NGVD 1929 DATUM.

AS (X'-X") REFERENCED TO THE REFERENCE ELEVATION,

ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED5.

COMPLETION OF THE PROJECT.

SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS

SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING, ITS

RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND

THE DRAWINGS IS COMPLETED. IT IS THE CONTRACTOR'S SOLE

STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND4.

NING WORK IN AREAS THAT WILL BE AFFECTED.

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGIN-

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.

FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

OTHER DRAWINGS. COORDINATE THE WORK OF OTHER

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL2.

THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND1.

PLATES

END OF ALL WELDED

WRAP WELD AROUND

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GENERAL

REINFORCEMENT NOTES

PER ACI 318-11

TABLE OF REINFORCEMENT EMBEDMENTS AND SPLICES

#9

#7

#8

5d

2.54 TO 3.81

3.81 TO 6.35

2.26 TO 3.38

3.38 TO 5.64

#5

#6

2.82 TO 4.23

4.23 TO 7.05

7.05 AND ABOVE

TOP BARSOTHER BARS

CONCRETE COMPRESSIVE STRENGTH:

REINFORCING YIELD STRENGTH:

5d

3d

3d

4d

3d

4d

4d

5d

4d

5d

3d

5d

1 1/2 TO 2 1/4

2 1/4 TO 3 3/4

1 1/4 TO 1 7/8

1 7/8 TO 3 1/8

2 TO 3

3 TO 5

1 3/4 TO 2 5/8

2 5/8 TO 4 3/8

5d

3d

3d

4d

3d

4d

4d

5d

0.20 3d

1 1/2 AND ABOVE

2 1/2 AND ABOVE

4d

5d

3/4 TO 1 1/8

(IN.)(IN.)(INCHES) (IN.)(IN.)(IN.) (IN.)(IN.)

1 1/2 TO 2 1/2

#3

1 1/8 TO 1 1/2

1 TO 1 1/2#4

3d

4d

0.11

1/2

5d

3/8

16 12

3 1/8 AND ABOVE

3 3/4 AND ABOVE

1.56

5.64 AND ABOVE

6.35 AND ABOVE

4 3/8 AND ABOVE

5 AND ABOVE

0.31

0.44

#10

#11

1.00

1.27

0.60

0.79

5/8

1.13

1.27

3/4

7/8

1.41

2 3

(IN. )

2 3

SIZE

BAR

CENTER BAR SPACING

MIN. CENTER TO

LENGTH

EMBEDMENT

MINIMUM

(d)

DIA.

(A)

AREA

LENGTH

SPLICE

CLASS 'A'

LENGTH

SPLICE

CLASS 'B'

LENGTH

EMBEDMENT

MINIMUM

LENGTH

SPLICE

CLASS 'A'

LENGTH

SPLICE

CLASS 'B'

4500 psi

60 ksi

NEW CONCRETE

EXISTING CONCRETE

FACE OF CONCRETE

SECONDARY REINFORCEMENT

A2

MINIMUM CLEAR COVER

SCALE : NO SCALE

3" MIN (TYP)

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''CONCRETING RESPECTIVELY.

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.

FORCING BARS.

CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.

ACI 301, ACI 315, AND ACI 318A.

CRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF:

FABRICATION, AND PLACING OF REINFORCING BARS AND CON-

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,15.

THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A14.

SHALL COMPLY WITH ACI 318 PARAGRAPH 12.14.3.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT13.

CONTRACTING OFFICER.

CONSTRUCTABILITY AND APPROVED BY THE

SPLICES MAY BE MADE WHERE ESSENTIAL FOR

SHALL BE BASED ON THE SMALLER BAR BEING LAPPED.

WITH THE TABLE SHOWN ON THIS SHEET. SPLICE LENGTHS

REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE12.

EMBEDDED LENGTH CANNOT BE OBTAINED.

SHEET. PROVIDE HOOKS IF THE REQUIRED STRAIGHT

SHALL BE IN ACCORDANCE WITH THE TABLE SHOWN ON THIS

REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS11.

BY THE CONTRACTING OFFICER.

EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS APPROVED

INSTALLATION. FIELD BENDING OF REINFORCEMENT PARTIALLY

ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO10.

SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.

AND ENBEDMENT LENGTHS ARE SHOWN IN THE TABLE ON THIS

REQUIREMENTS FOR REINFORCED CONCRETE. MINIMUM SPLICE

BE IN ACCORDANCE WITH ACI 318 BUILDING CODE

SPLICES AND ANCHORAGE FOR REINFORCEMENT BARS SHALL9.

CONTRACTING OFFICER.

DRAWINGS OR AS OTHERWISE APPROVED BY THE

BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE8.

OFFICER.

BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED7.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS 6.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.5.

FORCEMENT.

2.5 TIMES THE MAXIMUM DIAMETER OF THE REIN-2.

AGGREGATE.

1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE1.

IN NO CASE SHALL THE COVER BE LESS THAN:B.

SURFACES EXPOSED TO ABRASION............................6"5.

ATION.................................................................................4"

UNFORMED SURFACES IN CONTACT WITH FOUND-4.

EQ TO OR GREATER THAN 24" IN THICKNESS............4"3.

GREATER THAN 12" AND LESS THAN 24" THICK.........3"2.

WITH ACI 318

12" OR LESS IN THICKNESS.................IN ACCORDANCE1.

FORMED AND SCREEDED SURFACES:A.

BE:

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR4.

CONCRETE AND COMMENTARY."

TO ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM3.

INSTITUTE.

NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE2.

(FY = 60,000 PSI).

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601.

MULTIPLIED BY 1.2.

LESS THAN 3d OR CLEAR SPACING LESS THAN 6d. ALL OTHER EPOXY COATED BARS SHALL BE

MULTIPLY LENGTHS SHOWN BY 1.5 (1.3 FOR TOP BARS) FOR EPOXY COATED BARS W/ COVER5.

IS CAST BELOW THE REINFORCEMENT.

TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE4.

STRESS IN THE BARS.

CLASS 'B' LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM 3.

AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

SAME LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT

CLASS 'A' LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE2.

LENGTHS BASED ON ACI 318-11, SECTION 12.2.3.

TABLE PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE1.

TABLE NOTES:

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POST-TENSION ANCHOR NOTES

ACCORDANCE WITH PTI RECOMMENDATIONS.

PROOF TESTING SHALL BE PERFORMED ON ALL ANCHORS NOT BEING PERFORMANCE TESTED IN 8.

ANCHORS INSTALLED IN CONCRETE AT STARVED ROCK LOCK OR MARSEILLES LOCK.

PERFORMANCE TESTING IS NOT REQUIRED FOR THE MITER GATE TOP ANCHORAGE POST-TENSIONED 7.

OFFICER.

THE ANCHORS TO BE TESTED ALONG THE LENGTH OF THE SILL, AT THE APPROVAL OF THE CONTRACTING

FIRST FOUR ANCHORS INSTALLED IN BEDROCK AT THE DOWNSTREAM SILL OF STARVED ROCK LOCK. SPACE

PERFORMANCE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PTI RECOMMENDATIONS ON THE 6.

ALL ANCHORS SHALL BE LOCKED-OFF AT THE POST-TENSION LOAD SPECIFIED IN THE PLANS. 5.

STRESSING LENGTH.

ALL ANCHORS SHALL BE EMBEDDED USING TWO STAGE GROUT FOR THE BONDED LENGTH AND FREE 4.

ALL ANCHORS TO BE EMBEDDED IN CONCRETE SHALL HAVE CLASS II CORROSION PROTECTION.3.

ENCAPSULATED, AND EPOXY COATED IN ACCORDANCE WITH ASTM A775.

ALL ANCHORS TO BE EMBEDDED IN ROCK SHALL HAVE CLASS I CORROSION PROTECTION, FULLY 2.

OFFICER.

REPORT ANY DISCREPANCIES BETWEEN THE THE PTI GUIDANCE AND THIS PLAN SET TO THE CONTRACTING

POST-TENSIONED ANCHORS SHALL CONFORM TO THE LATEST REVISION OF PTI DC35.1. IMMEDIATELY 1.

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