AM
ALL PILE REQUIREMENTS INCLUDING SIZE, TYPE, LOCATION AND MAXIMUM
THE CONTRACTOR WORK WITH BOTH THE CONTRACT DRAWINGS AND THE
PER THE REQUIREMENTS OF SECTION 811 OF THE 2016 STANDARD SPECIFICATIONS.
DESIGN LOAD SHALL BE AS DESCRIBED IN THE CONTRACT DOCUMENTS.
APPLICABLE SECTIONS OF THE CONTRACT SPECIFICATIONS TO GET COMPLETE
GRADE A490 BOLTS AND COMMENSURATE WASHER AND NUT SHALL BE GEOMET
INFORMATION ON THE WORK TO BE DONE.
NON-CHROME, GRADE 3 COATED IN ACCORDANCE WITH ASTM F1136. F3125
THE MINIMUM PILE TIP ELEVATIONS WILL BE THE PLAN PILE TIP ELEVATIONS AS
GRADE A490 BOLTS SHALL NOT BE CLEANED OR PRE-TREATED WITH AN ACID
SHOWN IN THE PRODUCTION PILE DATA TABLE, UNLESS OTHERWISE NOTED OR
LOCATION PLANS ARE PROVIDED TO SHOW THE WORK ITEMS AND THE WORK TO
OR PHOSPHATE. ALL HIGH STRENGTH BOLTS SHALL BE FULLY TENSIONED.
OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER. PLAN PILE LENGTHS
BE DONE AT EACH LOCATION.
A490 BOLTS TO BE PAINTED PER 811 OF THE 2016 STANDARD SPECIFICATIONS.
ARE PILE ORDER LENGTHS.
LOUISIANA DEPARTMENT OF
TRANSPORTATION & DEVELOPMENT
ST
ALL NEW MECHANICALLY GALVANIZED A325 BOLTS SHALL BE CLEANED AND PAINTED
THE CONTRACTOR MAY USE THE "TURN OF THE NUT" METHOD OR LOAD INDICATOR
DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS PRIOR TO
WASHERS IF THERE IS SUFFICIENT SPACE TO USE THEM. THE USE OF DTI
WASHERS IS PREFERRED BY THE DEPARTMENT.
FABRICATING THE WORK.
DAVE A. KANGER
A CONSTRUCTION SITE SURVEY PLAN SHALL BE REQUIRED IN ACCORDANCE WITH
LADOTD STANDARD SPECIFICATION SECTION 804.03.1.3 COMPRISING OF PIER
SURVEY OF MAIN PIERS DURING ALL PILE DRIVING OPERATIONS. THE BASELINE
GALVANIZING:
SURVEY SHALL BE COMPLETED PRIOR TO START OF ANY DRIVING. CONTRACTOR
GALVANIZING SHALL BE IN ACCORDANCE WITH SECTION 811 OF THE LOUISIANA
TO THE ENGINEER. CONSTRUCTION SITE SURVEY SHALL BE PAID UNDER ITEM
STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE.
804-17-00100, CONSTRUCTION SITE SURVEY PER LUMP SUM.
COMMENCING ON THE ITEMS DEPICTED IN THE DRAWINGS. A COMPLETE
GALVANIZED SURFACES DAMAGED DURING CONSTRUCTION SHALL BE WIRE BRUSHED
VIBRATION MONITORING SHALL BE REQUIRED DURING ALL PILE DRIVING
SET OF AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER UPON
TO REMOVE LOOSE AND CRACKED COATING AND A COLD GALVANIZING COMPOUND
OPERATIONS. DEVELOPMENT OF VIBRATION MONITORING PLAN, INSTALLATION
COMPLETION OF THE CONTRACT.
SELECTED FROM THE LADOTD APPROVED MATERIALS LIST (AML) APPLIED.
OF INSTRUMENTS, PERFORMANCE OF MONITORING, DATA COLLECTION, DATA
SHOP DRAWINGS, WHEN REQUIRED, SHALL BE PREPARED IN SUFFICIENT DETAIL
TO FABRICATE AND INSTALL ALL MEMBERS AND PIECES NECESSARY FOR THE
COMPLETION OF THE CONTRACT. ALL SHOP DRAWINGS SHALL BE SUBMITTED
License No. 29048
PROFESSIONAL ENGINEER
IV
N
G
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL
OF LOU
I
SI
E
AT
A
N
A
DRAWINGS FOR ALL WORK ITEMS ARE PROVIDED. IT IS INTENDED THAT
IN
IL
N
9:14:47
PILES:
DRAWINGS
C
11/14/2017
GENERAL NOTES
E
I
ER
NE
GI
SHALL REVIEW SURVEY DAILY AND REPORT ANY CHANGES FROM PRIOR REPORT
CAD
BY
TO THE ENGINEER FOR REVIEW AND/OR APPROVAL PRIOR TO ANY WORK
ANALYSIS, MONITORING, AND REMOVAL OF INSTRUMENTATION UPON COMPLETION
AVAILABLE PLANS OF THE ORIGINAL CONSTRUCTION WILL BE MADE
ANY PASSIVATING TREATMENTS (CHROMATING). SURFACE PREPARATION SHALL
AVAILABLE FOR REVIEW BY THE LOUISIANA DEPARTMENT OF
BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION SECTION 811.
TRANSPORTATION AND DEVELOPMENT.
EXISTING RIVET REMOVAL:
BOLT SHALL BE REMOVED BY MECHANICAL METHODS. NO FLAME CUTTING OR HOT
LANCING OF RIVET HEADS IS ALLOWED. RIVET SHANKS SHALL BE DRIVEN OR DRILLED
OUT BY MECHANICAL METHODS. THE RIVET REMOVAL PROCESS SHALL NOT GOUGE OR
ALL PILE DRIVING EQUIPMENT SHALL BE APPROVED USING THE WAVE EQUATION
THE MINIMUM 28 DAY F'c SHALL BE 4,000 PSI.
HAMMER APPROVAL METHOD IN ACCORDANCE WITH ARTICLE 804.05(C)(2) OF THE
LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES.
PATCHING AND/OR REPAIR OF EXISTING CONCRETE SPALLS AND LOCATIONS WHERE
CONCRETE ANCHORS ARE REMOVED THROUGHOUT THE PIERS AND ROADWAYS WITHIN
AND SHALL BE COMPLETED PRIOR TO CLEANING, SEALING, AND COATING.
ESTABLISHED FROM DATA AND WAVE EQUATION ANALYSIS.
CONCRETE SEALER:
DRAWINGS SHALL BE MASTERSEAL 581 WITH MASTEREMACO A660 AS
THE EXIST. TIMBER FENDER SYSTEM IS KNOWN TO CONTAIN CREOSOTE AND
MANUFACTURED BY BASF, THE CHEMICAL COMPANY OR APPROVED EQUAL.
SHALL BE HANDLED IN ACCORDANCE WITH SECTION 202.05 OF THE LOUISIANA
REMOVED WITH PAINT CONTAINING LEAD OR OTHER HAZARDOUS MATERIALS
EXISTING METALWORK SHALL BE CLEANED AND PAINTED AS SPECIFIED IN
DEFORMED REINFORCING STEEL BARS THAT ARE TO REMAIN SHALL PROJECT
THE PROJECT PLANS AND STANDARD SPECIFICATIONS SECTION 811.
FROM THE SAWED CONCRETE SURFACE AN ADEQUATE DISTANCE TO ALLOW
STRUCTURAL REPAIR TO EXISTING METALWORK SHALL BE PERFORMED AFTER
FOR SPLICING AS DESIGNATED IN PLANS. THE PROJECTING STEEL SHALL BE
EXISTING METALWORK IS BLAST CLEANED AND PAINTED.
STRAIGHTENED AND CLEANED FREE OF OLD CONCRETE, LOOSE SCALE, PAINT,
ANY MATERIAL, TOOLS, EQUIPMENT, ETC. THAT FALLS INTO THE LAKE SHALL
OIL, GREASE OR OTHER FOREIGN MATERIAL. IN THE EVENT THAT ANY
BE RECOVERED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.
SPECIFICATIONS.
SHALL BE DELIVERED BY THE CONTRACTOR TO LOCATIONS AS DIRECTED, AT
PAINTED UNLESS OTHERWISE SPECIFIED. NEW AND EXISTING MECHANICAL ITEMS
REINFORCING STEEL SHALL BE DEFORMED BARS MEETING ASTM A615,
NO COST TO THE OWNER. LADOTD RESERVES THE RIGHT TO INCLUDE
SHALL BE PAINTED UNLESS OTHERWISE SPECIFIED.
NEW BILLET STEEL, GRADE 60, Fy = 60 KSI, UNLESS OTHERWISE SPECIFIED.
ADDITIONAL ITEMS TO BE SALVAGED DURING THE PROJECT CONSTRUCTION.
MATERIALS:
GROUTS, EPOXIES AND MISCELLANEOUS PRODUCTS:
DAMAGE TO PROPERTY:
SPECIALIZED REPAIR GROUTS, EPOXIES, AND MISCELLANEOUS PRODUCTS ARE
STEEL:
11
US
ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM
ASTM A709 STEEL SHALL BE PRODUCED TO FULLY KILLED FINE GRAIN
PLATE MANUFACTURE MUST BE FURNISHED WITH A THERMALLY-CUT EDGE
SPECIFIED BY PRODUCT NAMES AND MANUFACTURER FOR THE PURPOSE OF
ANY PROPERTY DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE
REPAIRED OR REPLACED PROMPTLY, AT THE EXPENSE OF THE CONTRACTOR.
ESTABLISHING MINIMUM PERFORMANCE REQUIREMENTS. THE CONTRACTOR MAY
PROPOSE THE USE OF ALTERNATIVE PRODUCTS BY FORMALLY SUBMITTING A
CAUTION:
REQUEST, INCLUDING ALL PERTINENT PRODUCT DATA, TO THE ENGINEER FOR
APPROVAL. THE CONTRACTOR SHALL NOT USE ANY PRODUCT OTHER THAN
THE CONTRACTOR IS HEREBY WARNED THAT THE PAINT COATINGS OF THE
THOSE SPECIFIED IN THE CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL
US11 BRIDGES CONTAIN LEAD AND CHROMIUM AND MAY CONTAIN OTHER
FROM THE ENGINEER.
TOXIC METALS. ACCORDINGLY, THE CONTRACTOR SHALL COMPLY WITH
THE FOLLOWING FEDERAL REGULATIONS:
LONGITUDINAL CHARPY V-NOTCH IMPACT TESTING MUST BE PERFORMED AND
ALUMINUM:
REPORTED TO THE ENGINEER FOR ALL MATERIAL. IMPACT TESTING FOR
ALL ALUMINUM SHALL BE ASTM B308 WITH AN AA-M12C22A42/44, CLASS I
FRACTURE CRITICAL MATERIAL (FCM) SHALL BE IN ACCORDANCE WITH AASHTO
DARK BRONZE ANODIZED. FILLER WIRE FOR ALUMINUM WELDS SHALL BE
T243 WITH FREQUENCY P. FABRICATION OF FCM SHALL CONFORM TO SECTION
ALLOY 5356 TO PROVIDE GOOD COLOR MATCH. ALUMINUM SURFACES PLACED
12 OF AASHTO/AWS D1.5 BRIDGE WELDING CODE.
IN CONTACT WITH OR FASTENED TO NON-GALVANIZED STEEL MEMBERS ARE
THE OSHA REGULATION "LEAD EXPOSURE IN CONSTRUCTION" 29 CFR
1926.62.
THE OSHA STANDARD 29 CFR 1926.1127 OCCUPATIONAL EXPOSURE TO
CADMIUM IN THE CONSTRUCTION INDUSTRY.
TO BE THORUGHLY COATED WITH AN APPROVED ALUMINUM IMPREGNATED
BOLTS:
CAULKING COMPOUND. PAINT ALUMINUM SURFACES IN CONTACT WITH CONCRETE
ALL BOLTS SHALL BE ‡" DIAMETER AND CONFORM TO ASTM F3125
OF ZINC CHROMATE PAINT AND ALLOW TO THOROUGHLY DRY BEFORE PLACING.
WITH A HEAVY COAT OF ALKALINE RESISTANT BITUMINOUS PAINT OR A COAT
GRADE A325, EXCEPT SOUTH DRAW GIRDER FLANGE AND WEB SPLICE
BOLTS SHALL CONFORM TO ASTM F3125 GRADE A490, WITH
MECHANICALLY GALVANIZED IN ACCORDANCE WITH ASTM B695.
THE EPA "RESOURCE CONSERVATION AND RECOVERY ACT OF 1976" 40
CFR 240 THRU 280.
THE CLEAN AIR ACT, 40 CFR SUBCHAPTER C, PARTS 50 THRU 149.
EPOXY ANCHORS:
COMMENSURATE WASHER AND NUT, UNLESS OTHERWISE NOTED.
GRADE A325 BOLTS AND COMMENSURATE WASHER AND NUT SHALL BE
H.011705
MECHANICAL EQUIPMENT, SHALL REMAIN THE PROPERTY OF THE OWNER AND
GENERA L NO TES - 1
2016 EDITION. GALVANIZED OR STAINLESS STEEL COMPONENTS SHALL NOT BE
REINFORCING STEEL:
ALL EPOXY ANCHORS SHALL COME FROM THE LADOTD AML.
PRO JECT
ITEMS WHICH ARE SPECIFIED TO BE SALVAGED, INCLUDING ELECTRICAL AND
THREE-COAT ORGANIC ZINC SYSTEM IN ACCORDANCE WITH SECTIONS 811 AND
1008 OF THE LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES,
SALVAGE OF MATERIAL:
018-02
SATISFACTION OF THE ENGINEER AND IN ACCORDANCE WITH AWS.
SECTIO N
NEW STRUCTURAL STEEL COMPONENTS INSTALLED SHALL BE PAINTED USING A
CO NTRO L
OF THE SAME SIZE AND WELDED WITH A LOW-HYDROGEN ROD TO THE
1 OF 3
SHALL BE HANDLED AS REQUIRED IN SUBSECTION 202.05.5 OF THE STANDARD
PROJECTING STEEL BAR IS BROKEN OFF, IT SHALL BE SPLICED WITH A BAR
PAINTING OF THE COMPONENTS:
SERIES #
DISPOSED OF OFF THE JOB SITE UNLESS OTHERWISE NOTED. ANY MATERIALS
US 11 LA KE PO NTCHA RTRA I
N BR REHA B PH 2
GRADE C, EPOXY PRIMER FROM THE APPROVED MATERIAL LIST. EXISTING
SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE PROPERLY
DA TE
FIELD PAINTING EXISTING METALWORK:
CONTRACTOR SHALL COAT THE EXISTING CONCRETE SURFACES WITH A TYPE 2,
AS THE RESULT OF REPAIR ACTIVITIES AND NOT SPECIFIED TO BE SALVAGED,
STA TE
CONCRETE IS TO BE BONDED TO EXISTING CONCRETE SURFACES, THE
ALL MATERIALS REMOVED, INCLUDING ELECTRICAL AND MECHANICAL EQUIPMENT,
DA K
ALL WELDS SHALL BE SHOP WELD UNLESS SHOWN AS FIELD WELDS HEREIN.
A 3/4" SAWCUT SHALL BE MADE ALONG THE FACE OF CONCRETE. WHERE NEW
BY
WHERE EXISTING CONCRETE IS DESIGNATED TO BE REMOVED,
DISPOSAL OF MATERIALS:
REVIEW ED
EXISTING CONCRETE REMOVAL:
…" WELD FOR PLATE THICKNESS 1•" TO 2‚"
7/28/17
SPECIFICATIONS FOR ROADS AND BRIDGES.
‚" WELD FOR PLATE THICKNESS TO ƒ"
Š" WELD FOR PLATE THICKNESS ƒ" TO 1•"
TIMBER FENDER SYSTEM
NO .
SEALER FOR USE TO SEAL CONCRETE SURFACES DESIGNATED IN THE CONTRACT
FILLET WELDS SHALL BE BASED IN THE THICKER PLATE JOINED AS FOLLOWS:
PILE CAPACITY VERIFICATION SHALL BE BASED ON DRIVING CRITERIA
US 11
SMOOTH IN THE DIRECTION OF THE STRESS.
PILE CAPACITY VERIFICATION:
DA TE
LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2016 EDITION
RO UTE
SHALL BE REMOVED AND RESULTING SURFACES SHALL BE GROUND
CONTRACTOR SHALL PROVIDE A RAILROAD FLAGGER IF REQUIRED BY THE RAILROAD.
THE PROJECT LIMITS SHALL BE IN ACCORDANCE WITH SECTION 805 OF THE
JOINT PENETRATION WELDS (CJP), REMNANT WELD REINFORCEMENTS
MEETING ANSI ROUGHNESS REQUIREMENT OF 1,000.
&
LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2016 EDITION.
02
809 OF THE LOUISIANA STANDARD SPECIFICATIONS. FOR COMPLETE
PRACTICE. ALL PLATES THAT HAVE BEEN MECHANICALLY SHEARED DURING
3253-06
PILE DRIVING EQUIPMENT APPROVAL:
DISTRICT
CODE OF THE AMERICAN WELDING SOCIETY (AWS D1.5-REV.), AND SECTION
THE THRESHOLD ARE DETECTED AND SHALL IMMEDIATELY INFORM THE ENGINEER.
BW D
WELDING SHALL BE DONE IN ACCORDANCE WITH THE BRIDGE WELDING
CONTRACTOR SHALL BE PREPARED TO CEASE DRIVING IF READINGS HIGHER THAN
DJC
WELDING:
VIBRATION THRESHOLD OF 0.25 INCHES PER SECOND (IPS) SHALL BE USED. THE
ALL PORTLAND CEMENT CONCRETE SHALL CONFORM TO SECTION 805 OF THE
(WITH 2016 INTERIM REVISIONS).
3. OTHER SPECIFICATIONS AS REFERENCED IN THE PLANS AND SPECIFICATIONS.
REDUCTION IN MONITORING ALLOWED UPON SATISFACTORY TEST CONCLUSIONS. A
CHECKED
2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2014, SEVENTH EDITION
REPRESENTATIVE DISTANCES AND HAMMER'S IN ADVANCED OF PRODUCTION WITH
DETA ILED
EDITION.
CONCRETE:
CONTINUOUS MONITORING DURING DRIVING OR MAY ESTABLISH TESTING OF
GPT
Rehabilitation\CADD\Structural\Workspace\0005_General
1. LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2016
3588.01
Bridge
SPECIFICATIONS:
A709 GR. 50, UNLESS OTHERWISE NOTED IN THE CONTRACT DRAWINGS. ALL
P:\(BEP)
FI
NAL PLANS
Notes
-
DAMAGE EXISTING METALWORK TO REMAIN.
MONITORING INSTRUMENTATION AND EVALUATION PLAN NEED NOT REQUIRE
BW D
UTILITIES, BEFORE COMMENCING WORK.
EXISTING RIVETS DESIGNATED TO BE REMOVED AND REPLACED WITH A HIGH-STRENGTH
PILES BEING DRIVEN. WITH APPROVAL OF ENGINEER, THE VIBRATION
CHECKED
TO VERIFY PRESENCE AND LOCATION OF EXISTING FEATURES, INCLUDING
VIBRATION MONITORING SHALL GENERALLY BE MEASURED ON THE EXISTING US11
DESIGNED
1.dgn
FIELD SURVEY WAS NOT PERFORMED. IT IS THE CONTRACTOR'S RESPONSIBILITY
MONITORING PER DAY.
BRIDGE SUBSTRUCTURE OR PIER LOCATED THE SHORTEST DISTANCE AWAY FROM
DRAWINGS FOR THE EXISTING BRIDGE AND ROADWAY WERE REPRODUCED
FROM THE BEST AVAILABLE INFORMATION, INCLUDING ORIGINAL DRAWINGS.
OF THE WORK SHALL BE PAID UNDER ITEM 804-18-00100, VIBRATION
REVISIO N O R CHA NGE O RDER DESCRIPTIO N
GALVANIZED COMPONENTS TO BE PAINTED SHALL NOT BE QUENCHED OR RECEIVE
O RLEA NS
T
ANDAR
IN ADDITION TO THE SELECTED SHEETS INCLUDED IN THESE PLANS,
PA RISH
S
D
LA DOTD
THE CLEAN WATER ACT, 40 CFR SUBCHAPTER D, PARTS 100 THRU 149.
COMPLIANCE WITH ALL STATE AND LOCAL ENVIRONMENTAL
REGULATIONS SHALL ALSO BE REQUIRED.
SHEET
NUMBER
5