W912EK18R0008-Plan_Set_Drawings.pdf
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- Iowa River Basin, Coralville Lake Reservoir, Control Tower Bulkhead and Service Gates and Sill Repair
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- W912EK18R0008
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BULKHEAD
PICK-UP BEAM
DESCRIPTIONPLAN SET ID
TYPICAL BULKHEADS & TOP BULKHEAD
BULKHEAD PICK-UP BEAM
STORAGE RACK BULKHEAD STORAGE RACK
SGSL SERVICE GATE SILL LINER
EGSL EMERGENCY GATE SILL LINER
B
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OPTION A
OPTION B
OPTION C
OPTION D
OPTION E
OPTION F
BAY 3 EAST - SERVICE GATE SILL LINER INSTALLATION
BAY 3 EAST - EMERGENCY GATE SILL LINER INSTALLATION
BAY 1 WEST - SERVICE GATE SILL LINER
BAY 2 CENTER - SERVICE GATE SILL LINER
BAY 1 WEST - EMERGENCY GATE SILL LINER
BAY 2 CENTER - EMERGENCY GATE SILL LINER
TYPICAL BULKHEADS & TOP BULKHEADGENERAL
OPTIONS
BID
BASE
BRONZE BRG PL BRONZE BEARING PLATE
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W912EK18R0008
W E
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JOHNSON COUNTY, IA
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SOLICITATION
Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
of Engineers
US Army Corps
DATE
DATE
DATE
DATE
DATEDATE
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US Army Corps
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
SHEET ID
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ELECTRICAL, CIVIL, ARCHITECTIAL, ETC.)
DISCIPLINE (STRUCTURAL, MECHANICAL,
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DRAWING SET LAYOUT
PHOTOGRAPHS)
9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,
CATEGOIES)
8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)
7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER
6 - SCHEDULES AND DIAGRAMS
5 - DETAILS
OR SECTIONS THAT ARE NOT DETAILS)
4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS, STAIR SECTIONS,
3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)
2 - ELEVATIONS (VERTICAL VIEWS)
1 - PLANS (HORIZONTAL VIEWS)
0 - GENERAL (SYMBOLS LEGEND, NOTES, ETC.)
PLAN SET
SHEET NUMBER WITHIN PLAN SET
NUMBER OF THE SHEET.
THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIALF.
SHEET TYPE DESIGNATORS ARE SHOWN ON THIS SHEET.
WHICH FOLLOWS THE NATIONAL CAD STANDARDS.
THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR,E.
FOR EVERY SHEET, BUT IN GENERAL FOLLOWS THIS CONCEPT.
DETAILS ON S-510. THIS DOES NOT NECESSARILY HOLD TRUE
S-110, THEN THE SECTIONS ARE SHOWN ON S-310 AND
NUMBERS. FOR EXAMPLE, IF A FABRICATION IS SHOWN ON
ARE BROKEN DOWN FURTHER BASED ON SHEET SEQUENCIAL
WITHIN EACH SUBCOMPONENT, INDIVIDUAL FABRICATIONS
SET REFERENCE ARE LISTED IN THE TABLE ON THIS SHEET.
IN THAT AREA. SUBCOMPONENTS FOR EACH PLAN
AREAS OF WORK TO BETTER RELAY THE REQUIRED WORK
TO BREAK PLANS/SECTIONS/DETAILS INTO DISCERNABLE
DISCIPLINE INDICATOR. THE USE OF SUBCOMPONENTS IS
ARBITRARY LETTER IMMEDIATELY FOLLOWING THE
IS BROKEN INTO SUBCOMPONENTS, DESIGNATED BY AN
IS THE SUBCOMPONENT. THE PLAN SET REFERENCE
THE SECOND PLACEHOLDER WITHIN THE SHEET NUMBERD.
DEVELOPED BY.
THE ENGINEERING DISCIPLINE WHICH THE SHEET WAS
THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER ISC.
REFERENCE.
PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET
BE DUPLICATED BETWEEN PLAN SET REFERENCES, SO
HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY
HAVE A UNIQUE SHEET NUMBER, WITH EACH PLACEHOLDER
EACH SHEET WITHIN THE PLAN REFERENCE SET WILLB.
TABLE ON SHEET GENERAL G-001.
PACKAGE. PLAN SET REFERENCES ARE LISTED IN THE
COMPONENT OF WORK DETAILED IN THE DRAWING
THE PLAN SET REFERENCE INDICATES THE MAJOR A.
THE FOLLOWING INFORMATION:
HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS
SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT
IN ORDER TO NAVIGATE THE PLAN SET, THE CONTRACTOR 3.
SUBCOMPONENT SHEETS UNDER THE PLAN REFERENCE SET.
THE PLAN SET IS DIVIDED INTO PLAN REFERENCE SETS, WITH2.
CONTRACTOR TO MORE EASILY NAVIGATE THRU THE SET.
DESCRIPTIVE OVERVIEW OF THE PLAN SET TO ALLOW THE
SET. THE INTENT OF THIS SHEET IS TO PROVIDE A
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DISCRIPTIONEASTINGNORTHINGPOINT
A1
PLAN - SURVEY CONTROL
GENERAL NOTES
OF ALL STATED CONTROL POINTS.
4. CONVERSION FACTOR BASED ON CORPSCON6 CONVERSION
NAVD88 SUBTRACT 0.115 FEET.
3. TO CONVERT THE PROJECT VERTICAL DATUM NAVD29 TO
GEIOD 12B, UNITS: SURVEY FEET.
IOWA SOUTH - 1402, VERTICAL DATUM: NAVD29 USING
2. PROJECT DATUMS: HORIZONTAL: NAD83 STATE PLANE
CONTROL SURVEYS COMPLETED FALL 2011.1.
ELEV NAVD88 ELEV NAVD29
108 634416.11 2177522.64 742.70 742.82 TABLET LT TOP SPILLWAY (Sta 0+01.3)
105 633547.43 2178719.93 666.80 666.92 CUT X @ GAGE HOUSE
104 634093.84 2178702.34 663.15 663.26 LT DS CORNER LT DS WING
102 633911.77 2177430.14 682.02 682.13 SPILLWAY TABLET
101 648428.37 2164552.16 820.26 820.38 NGS NLIB A (NOT ON SITE)
100 651433.79 2165589.26 781.63 781.75 NGS MG0916 (NOT ON SITE)
CONTROL POINT 102
CONTROL POINT 108
CONTROL POINT 104
CONTROL POINT 105
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COORDINATE EXACT LOCATION WITH CONTRACTING
1. STAGING AREA LOCATIONS ARE APPROXIMATE.
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C-501.
WITHIN STAGING AREA AND ACCESS ROAD. SEE SHEET
SELECTED CRANE TO BE SIZE CAPABLE OF MANEUVERING1.
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0 20'10'SCALE : 1"=10'-0"E1
PARKING AREA DETAIL
EXISTING GROUND
APPROXIMATE 48'-6"
EXISTING GROUND
GENERAL SHEET NOTES
(IOWA DOT GRADATION NO. 11)
PLACE 8" COMPACTED AGGREGATE
(IOWA DOT GRADATION NO. 11)
PLACE 8" COMPACTED AGGREGATE
W E
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VARIES
LOCATION TO BE COORDINATED WITH CONTRACTING OFFICER
1% SLOPE
1% SLOPE
PREPARED IN ACCORDANCE WITH SECTION 31 00 01.
SUBBASE MATERIAL TO BE SATISFACTORY MATERIAL3.
VERTICAL TRANSITION IN ROAD.
SUBBASE MATERIAL TO BE GRADED TO ALLOW FOR SMOOTH2.
CONSTRUCTION.
REPAIR DAMAGE TO PARKING/STAGING AREA CAUSED BY1.
J O
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END OF ALL WELDED
WRAP WELD AROUND
GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES ADHESIVE ANCHOR NOTES
B
C O
R A S -0 x x x .d g n
CONCRETE NOTESREINFORCEMENT NOTES
SEE SPECIFICATIONS FOR REQUIREMENTS.
AS SPUDDING BARGES, CONCRETE DEMOLITION AND DEBRIS REMOVAL.
HYDRAULIC AND AIR PIPING FROM CONTRACTOR OPERATIONS SUCH
PROVIDE MEANS TO PROTECT THE EXISTING 10.
FOR NECESSARY PLAN OR GRADE CHANGES.
ANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY DISCREP-
TION. THE BENCHMARK TO BE FIELD-VERIFIED PRIOR TO
FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC-
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS TO BE9.
THAT MAY EFFECT THE COMPLETION OF THIS WORK.
OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS
NOTIFY THE CONTRACTING OFFICER8.
EQUIPMENT.
HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL
AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE SLEEVES OR
IS RESPONSIBLE FOR COORDINATING THE LOCATION
UNLESS OTHERWISE SHOWN OR NOTED, THE CONTRACTOR7.
AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS ARE NOT TO 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.
LICENSED DESIGN PROFESSIONAL.
HARDENED, SOUND CONCRETE, UNLESS PERMISSED BY THE
AFTER BEING ADHESIVELY EMBEDDED IN
DO NOT BEND REINFORCING BARS OR ALL-THREADED BARS 20.
AND REPLACED AT THE CONTRACTOR'S EXPENSE.
FULL ADHESIVE CURE SHALL BE CONSIDERED DAMAGED
THE CONCRETE SURFACE. ANCHORS DISPLACED BEFORE
ANCHORS TO BE INSTALLED PERPENDICULAR TO
CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,
IN-PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE
INSTALLED ADHESIVE ANCHORS TO BE SECURELY FIXED19.
OTHER COATINGS.
CLEAN, OIL-FREE, AND FREE OF LOOSE RUST, PAINT, OR
ANCHORS TO BE INSTALLED IN THE ADHESIVE TO BE18.
THE ADHESIVE DURING CURING.
OVERHEAD LOCATIONS TO PREVENT LOSS OF
ANCHORS AT THE SURFACE AT HORIZONTALTO VERTICALLY
SPECIFIED DEPTH. WHERE NECESSARY, SEAL 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
THROUGH A TUBE OR CARTRIDGE
DISPENSE UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE17.
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 TO BE RE-CLEANED ASSUMING16.
IS INSTALLED.
FROM CONTAMINATION UNTIL THE ADHESIVE
PROTECT DRILLED AND CLEANED ANCHOR HOLES 15.
ADHESIVE INJECTION, AS REQUIRED BY THE MPII.
THOROUGHLY CLEAN ANCHOR HOLES PRIOR TO14.
ROTARTY IMPACT HAMMER DRILL OR ROCK DRILL.
ANCHORS TO BE INSTALLED IN HOLES DRILLED WITH A13.
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 TO PROVIDE ALL EQUIPMENT12.
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 TO BE INSTALLED BY QUALIFIED11.
MANUFACTURER.
SERVICE TEMPERATURE RANGED RECOMMENDED BY THE
ADHESIVES TO BE STORED AND INSTALLED AT THE 10.
INSTALLED.
PARTICULAR ANCHOR OR GROUP OF ANCHORS BEING
AS SHOWN ON THE DRAWING OR DETAIL FOR THE
(STICK-OUT) FROM THE CONCRETE SURFACE TO BE
EMBEDMENT DEPTH AND ANCHOR PROJECTION 9.
50 DEGREES FARENHEIT.
ANCHOR INSTALLATION TO BE AT LEAST
CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE8.
21 DAYS.
INSTALLATION IS TO HAVE A MINIMUM AGE OF
CONCRETE AT THE TIME OF ADHESIVE ANCHOR7.
ADHESIVE ANCHOR INSTALLATION.
STRENGTH OF 2,500PSI AT THE TIME OF
NEW CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE6.
ASSEMBLIES TO CONFORM TO ASTM A615, GRADE 60.
REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS5.
ANCHOR ASSEMBLIES TO 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 TO INCLUDE, BUT IS NOT LIMITED TO,
TO 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 TO
THE ADHESIVE ANCHOR SYSTEM USED FOR1.
OTHERWISE.
STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS, UNLESS NOTED
ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE5.
" UNLESS NOTED OTHERWISE.4
CHAMFER ALL EXPOSED CONCRETE CORNERS 4.
PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND MAINTAINED SECURELY IN
ALL EMBEDDED ITEMS TO BE PROPERLY PLACED,3.
SURFACES.
GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
" THICK JOINT FILLER MATERIAL WHERE SLABS ON2
1PROVIDE 2.
TRACTOR TO 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 AMERICAN CONCRETE
ALL CONCRETE CONSTURCTION TO BE IN ACCORDANCE1.
PER DETAIL BELOW:
WRAP ALL WELDS CONNECTING PLATES TO OTHER PLATES 14.
ASSEMBLY.
COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO13.
ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 UNO.
TESTING AND INSPECTION OF WELDS TO BE IN12.
SILL LINERS.
THE REQUIREMENTS OF AWS D1.6. FOR THE STAINLESS STEEL
STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED11.
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. TO BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND9.
CONTACT.
" FILLET WELD ALONG ALL EDGES OF THE8
1A CONTINUOUS
BE SUBMERGED TO BE SEALED WATERTIGHT BY RUNNING
STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO8.
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 TO BE SHOWN ON THE SHOP
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS6.
STEEL WELDING TO CONFORM TO THE PROVISIONS OF AWS 1.6.
CONTRACT SPECIFICATION, USING E70XX ELECTRODES. STAINLESS
AWS D1.1-06 OR AWS D1.5, IN ACCORDANCE WITH THE
ELECTRIC WELDING TO CONFORM TO THE PROVISIONS OF5.
DESIGNATED AS BEARING-TYPE CONNECTIONS.
ALL BOLTED CONNECTIONS NOT DETAILED TO BE
BOLTS FOR STEEL CONNECTIONS TO BE 3/4" DIAMETER UNO.4.
TO 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 F3125 GRADE A325E. HIGH-STRENGTH BOLTS:
Fy = 55 KSIASTM F1554 GRADE 55C. ANCHOR RODS:
Fy = 50 KSIASTM A709
Fy = 50 KSIASTM A572
Fy = 36 KSIASTM A36B. SHAPES/PLATES:
Fy = 36 KSIASTM A36
Fy = 50 KSIASTM A709A. W-SHAPES:
TO MEET THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.
FOURTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
FABRICATE AND ERECT STRUCTURAL STEEL IN1.
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 TO BE GOVERNED BY THE LATEST REVISIONS OF:
FABRICATION, AND PLACING OF REINFORCING BARS AND CON-
UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,14.
THE DRAWINGS.
DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON
MAXIMUM. ACTUAL SPACING OF REINFORCEMENT TO BE
BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A13.
TO COMPLY WITH ACI 318 PARAGRAPH 12.14.3.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING
NO WELDING TO BE PERMITTED ON REINFORCEMENT12.
CONTRACTING OFFICER.
CONSTRUCTABILITY AND APPROVED BY THE
SPLICES MAY BE MADE WHERE ESSENTIAL FOR
TO BE BASED ON THE SMALLER BAR BEING LAPPED.
WITH THE LATEST PRINTING OF ACI 318. SPLICE LENGTHS
REINFORCEMENT SPLICE LENGTHS TO BE IN ACCORDANCE11.
EMBEDDED LENGTH CANNOT BE OBTAINED.
ACI 318. PROVIDE HOOKS IF THE REQUIRED STRAIGHT
TO BE IN ACCORDANCE WITH THE LATEST PRINTING OF
REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS10.
CONTRACTING OFFICER.
CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE
FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN9.
CONTRACTING OFFICER.
DRAWINGS OR AS OTHERWISE APPROVED BY THE
BAR SPLICES TO BE AT LOCATIONS SHOWN ON THE8.
AS DIRECTED BY THE CONTRACTING OFFICER.
ITEMS AND OTHER OBSTRUCTIONS, BEND OR SHIFT REINFORCEMENT
WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED7.
CONTINUOUS ACROSS EXPANSION JOINTS.
CONSTRUCTION JOINTS. REINFORCEMENT NOT TO BE
REINFORCEMENT TO BE CONTINUOUS ACROSS 6.
REINFORCEMENT TO 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 IS THE COVER TO 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.
STRUCTURAL CONCRETE AND COMMENTARY."
TO THE LATEST PRINTING OF ACI 318, "BUILDING CODE REQUIREMENTS FOR
REINFORCEMENT PLACEMENT AND DETAILING TO CONFORM3.
INSTITUTE.
NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL
REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE2.
(FY = 60,000 PSI).
REINFORCEMENT TO CONFORM TO ASTM A615, GRADE 601.
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IS
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GENERAL SHEET NOTES
HOUSE ELEVATION
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ACCESS VIA SERVICE
EL. 743.0
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EL 696.0
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EL 646.0
SLOTS
EXISTING BULKHEAD
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DOWNSTREAM OUTLET CONDUIT
CONDUIT ACCESS VIA
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EXISTING SERVICE BRIDGE
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DEEP AS POSSIBLE BUT ELEVATION 646.0 HAS NEVER BEEN
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REMOVAL OF TRASH/WOODY DEBRIS UP TO 24" DIAMETER.
PAST DEBRIS REMOVAL OPERATIONS HAS RESULTED IN 3.
SOLICITATION.
2018 ARE INCLUDED IN THE EXISTING PHOTOS FOR
IMAGES OF DEBRIS AROUND TRASH RACK AS OF 19 JUNE 2.
BULKHEAD PLACEMENT TO ALSO BE REMOVED.
THROUGH THE TRASH RACK AND MIGHT INTERFERE WITH
ELEVATION 646.O. ALL DEBRIS THAT HAS MADE ITS WAY
FROM UPSTREAM FACE OF TRASH RACK DOWN TO
PRIOR TO INSTALLING BULKHEADS, REMOVE ALL DEBRIS 1.
REPLACE WITH NEW
HANDRAIL AND
REMOVE EXISTING
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A1
A1
PLAN - CONTROL TOWER
0 2' 4' 8'SCALE : 1/4"=1'-0"
N
"STORAGE RACK" PLAN SET
RACK AND SLAB, SEE
INSTALL BULKHEAD STORAGE
GENERAL NOTES
SHEET KEYNOTES
TO BAY 2 AND FINALLY BAY 3.
INSTALL BULKHEADS (4 TOTAL) IN BAY 1 FIRST, THEN MOVE 1.
BAY 1 - WEST
BAY 2 - CENTER
BAY 3 - EAST
S T
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.0
A
S T
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A
S T
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.0
A
PLAN SET
SEE "BULKHEAD"
EXISTING SERVICE BRIDGE
TRASH RACK
EXISTING
W E
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SEE SPECIFICATIONS 00 73 05 FOR WORK SEQUENCE.1.
1'-6'' (TYP)
(T
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S-501
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A1 S-501
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GENERAL SHEET NOTES
A1 S-301
BAY 3 EAST BAY 1 WESTBAY 2 CENTER
EL 646.0
EL 696.0
EL 712.0
RACK" PLAN SET
SLAB. SEE "STORAGE
STORAGE RACK AND
INSTALL BULKHEAD
PLAN SET
SEE "PICK-UP BEAM"
BULKHEAD PICK-UP BEAM,
FABRICATE & USE
BULKHEAD DETAILS
"BULKHEAD" PLAN SET, TOP
BULKHEAD CROW BTOP, SEE
FABRICATE & USE
TYPICAL BULKHEAD DETAILS
"BULKHEAD" PLAN SET,
BULKHEAD CROW B1, SEE
FABRICATE & USE
TYPICAL BULKHEAD DETAILS
"BULKHEAD" PLAN SET,
BULKHEAD CROW B2, SEE
FABRICATE & USE
TYPICAL BULKHEAD DETAILS
"BULKHEAD" PLAN SET,
BULKHEAD CROW B3, SEE
FABRICATE & USE
A1
ELEVATION - CONTROL TOWER
0 2' 4' 8'SCALE : 1/4"=1'-0"
SEE SPECIFICATIONS 00 73 05 FOR SEQUENCE OF WORK.2.
EXISTING TRASH RACK NOT SHOWN FOR CLARITY.1.
W E
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0 4' 8'SCALE : 3/16"=1'-0" 12'
S E
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EL 646.0
BAY 1 WEST
BAY 2 CENTER
BAY 3 EAST
S T
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A
S T
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.0
A
S T
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.5
A
S T
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.0
A
GENERAL SHEET NOTES
EACH BAY
GATE CONDUIT LINER LIMITS
DOWNSTREAM OF SERVICE
INSTALL COFFERDAM
FLOW
"OPTION C" PLAN SET
REPLACEMENT, SEE
SERVICE GATE SILL
"OPTION B" PLAN SET
REPLACEMENT, SEE
SERVICE GATE SILL
"OPTION A" PLAN SET
REPLACEMENT, SEE
SERVICE GATE SILL
SET
SEE "OPTION F" PLAN
SILL REPLACEMENT,
EMERGENCY GATE
SET
SEE "OPTION E" PLAN
SILL REPLACEMENT,
EMERGENCY GATE
SET
SEE "OPTION D" PLAN
SILL REPLACEMENT,
EMERGENCY GATE
PLAN SET
TOP, SEE "BULKHEAD"
(3) TYPICAL AND (1)
(4) NEW BULKHEADS,
BAY, EACH SILL (6 TOTAL)
AND BRG PL" PLAN SET, TYP EACH
SEE S-304 "BRONZE OF THIS SET
BEARING PLATE REPLACEMENT,
SEE SPECIFICATIONS 00 73 05 FOR SEQUENCE OF WORK.2.
ARE COATED WITH LEAD BASE PAINT.
STEEL LINERS ALONG SIDES AND BOTTOM OF CONDUIT)
EXISTING EMERGENCY GATE & SERVICE GATE SILLS (ALL1.
LIMITS IN BOLD
CONDUIT LINER
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0 20'10'SCALE : 1"=10'-0"A1
SECTION - CENTER GATE
EL 743.0
EL 696.0
EL 682.0
EL 712.0
8'-4''
EL 696.0
6''
FLOW
LIMITED TO 25,000 LBS.
TOP OF PIER SLAB WEIGHT
OPERATING FLOOR
EL 644.0
EL 646.0
EL 728.0
14'-0''7'-2''
0 20'10'SCALE : 1"=10'-0"
EL 646.0
23'-0''
CONCRETE CONDUIT
A8
SECTION - ACCESS CONDUIT
SHEET KEYNOTES
A1 S-303
A8
A6 S-303
S E
C T
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N S
S T
A
.0
A
S T
A
.0
A
10'-0''8'-9''
GENERAL SHEET NOTES
BULKHEAD
SEE S-301 FOR LOCATION OF OPTION PACKAGES.2.
BAY.
SUFFICIENT MATERIAL AND PUMPS TO DEWATER EACH
IT IS THE CONTRACTORS RESPONSIBILITY TO SUPPLY1.
EL
GATE LOCATIONS, EACH BAY (3 TOTAL)
AND REPLACE WITH BRONZE BEARING PLATE AT SERVICE
REMOVE EXISTING BEARING BARS AND BEARING PLATE,
EMERGENCY GATE LOCATIONS, EACH BAY (3 TOTAL)
AND REPLACE WITH BRONZE BEARING PLATE AT
REMOVE EXISTING BEARING BARS AND BEARING PLATE,
4'-10''
6'-2'' 7'-8''
5'-8''
6'-2''
5'-8''
4'-0''4'-0''
GATE TRACKS
SPECIFICATION 00 73 05
CONTRACTOR, SEE
MAY BE USED BY
EXISTING OVERHEAD CRANE
DEVICE RECESS
DOGGING
EXISTING
ACCESS TO SERVICE GATE WELL
SERVCE GATE HOIST BLOCKS
ACCESS VIA LADDERS ONLY
SERVICE GATE WELL
DEVICE RECESS
EXISTING DOGGING
AND BAY 3 EAST WALL)
ONLY: BAY 1 WEST WALL
650.0 (OUTSIDE WALLS
GROUND PLATE AT EL
EXISTING ELECTRICAL
TRASH RACK
EXISTING
ACCESS POINT TO SILL
EMERGENCY GATE WELL
W E
K
R
EL 646.0
BE INSTALLED IN NEW GATE SILL.
REPLACE IS EXERCISED, BRONZE BEARING PLATE SHALL
GATE SILL IS TO REMAIN OR BE REPLACED. IF OPTION TO
GOVERNMENT INSPECTION WILL DETERMINE IF EXISTING 5.
SEALING FOR NEXT BAY.
SEALS AFTER EACH REMOVAL TO ENSURE PROPER
HYDROSTATIC HEAD IS EQUALIZED. INSPECT VERTICAL
BETWEEN THE BULKHEADS AND THE GATE UNTIL
COMPLETE, CLOSE THE SERVICE GATE AND PUMP WATER
BULKHEAD IS SET. TO REMOVE AFTER WORK IS
INSTALLING AND KEEP GATE CLOSED UNTIL THE TOP
UNDER HEAD. COMPLETELY CLOSE SERVICE GATE BEFORE
BULKHEADS ARE NOT DESIGNED TO BE SET OR REMOVED 4.
ELEVATION 683.0 - 686.0.
BETWEEN 15 SEPTEMBER AND 15 DECEMBER IS TO HOLD
THE TYPICAL CORALVILLE WATER CONTROL PLAN 3.
FOR APPROVAL.
APPROVED METHODS. SUBMIT DESIGN TO GOVERNMENT
EXISTING CONCRETE STRUCTURE BY ANCHORS OR OTHER
NON-WORKING HOURS. MAY ATTACH COFFERDAM TO
WORKING HOURS AND A MINIMUM OF 10'-0" DURING
COFFERDAM IS TO BE A MINIMUM HEIGHT OF 6'-0" DURING
WORK IN EACH BAY. AFTER BULKHEADS HAVE BEEN SET,
COFFERDAM TO BE INSTALLED BY CONTRACTOR PRIOR TO 2.
00 73 05 FOR LOAD ANALYSIS REQUIREMENTS.
THAN H-15 LOADING IS PROPOSED, SEE SPECIFICATION
CONSTRUCTED FOR H-15 LOADING. IF A LOAD GREATER
VERIFY DIMENSIONAL LIMITS IN FIELD. BRIDGE
ACCESS POINT: BRIDGE. BRIDGE NOT DRAWN TO SCALE. 1.
J O
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Contract:
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END OF ALL WELDED
WRAP WELD AROUND
DIMENSIONAL TOLERANCES
B
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GENERAL BULKHEAD NOTES BULKHEAD WELDING NOTES
FRACTURE CRITICAL MEMBERS
SKIN PLATES4.
END FRAMES3.
LIFTING ATTACHMENT2.
HORIZONTAL GIRDERS1.
TESTING REQUIREMENTS
A N
D S
T R
U C
T U
R A
L N
O T
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BULKHEAD
ESTIMATED BULKHEAD WEIGHT: 5,200 POUNDS.25.
WITH THE CORRESPONDING RFI NUMBER.
FOR INFORMATION (RFI), AND IF APPROVED, CLOUDEDON SHOP DRAWINGS
TO BE REQUESTED FOR APPROVAL BY GOVERNMENT THROUGH AS REQUEST
ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR 24.
BEVELED SLOPE OF 4H:1V OR GREATER.
PLATE THICKNESSES OR WIDTH, THE LARGER OF THE PLATES TO HAVE A
UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING 23.
AND PAINT, WHICH IS TO BE DISPLAYED AS SHOWN ON SHEET S-507.
SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS 22.
SOCKET SCREWS.
ALL COUNTER-SUNK BOLTS TO BE ASTM F3125 GRADE A449 HEX DRIVE FLAT 21.
TO ASSEMBLY.
ALL FAYING SURFACES TO BE COATED WITH ZINC-RICH PRIMER, VZ-108d, PRIOR 20.
FOR APPROVAL.
ACCORDANCE WITH SPECIFICATION 05 59 13 AND SUBMIT TO GOVERNMENT
AS, DETAILED FABRICATION SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND TO NOT BE USED 19.
ALL BOLTED CONNECTIONS TO BE PAINTED.18.
TURN.16
1PRETENSION ALL BOLTS BY MATCH MARKING AND ROTATING THE NUT
THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, 17.
LUBRICANT REMAINING ON EXPOSED NUT SURFACES TO BE REMOVED.
ONE BEARING FACE. AFTER TENSIONING AND PRIOR TO PAINTING, ALL
ALL NUTS FOR BOLTS TO HAVE LUBRICANT AT LEAST ON THE THREADS AND 16.
CONNECTIONS, UNLESS OTHERWISE SHOWN.
ALL WASHERS TO BE ASTM F436 PLATE HARDENED WASHERS FOR ALL BOLTED 15.
UNLESS OTHERWISE NOTED.
ALL DRAIN HOLES TO BE TWO (2) INCHES IN DIAMETER AND GROUND SMOOTH 14.
HIGHER THAN 125 MICRO INCHES.
ALL HOLES AND CUT SURFACES TO HAVE A SURFACE ROUGHNESS NOT 13.
OBTAIN FINAL DIMENSIONS.
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO 12.
CLEANED AND INSPECTED PRIOR TO PAINTING.
BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. ALL WELDS TO BE
ALL EXPOSED STRUCTURAL STEEL, OF THE BULKHEAD AND APPURTANCES, TO 11.
OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND MAINTAIN RECORDS
ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE 10.
WELDING.
MUST BE MADE FOR MACHINING, SHRINKAGE, AND DISTORTIONS DUE TO
DIMENSIONS SHOWN OR CALLED ARE FINAL DIMENSIONS AND ALLOWANCES 9.
DIMENSIONAL REQUIREMENTS.
CODE (AWS D1.5) LATEST EDITION. MACHINING MAY BE REQUIRED TO MEET
SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING
STEEL MEMBERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL 8.
B46.1 - CODE FOR "SURFACE TEXTURE."
SURFACE FINISHES TO CONFORM TO THE MOST CURRENT ANSI STANDARD 7.
ITEM OF WORK BEING FURNISHED.
BEST MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR THE
WORKMANSHIP TO BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE 6.
THE INSIDE.
ROUNDED HEAD IS ON THE OUTSIDE OF THE GATE AND THE SPLINED END IS ON
ALL ASTM F3125 GRADE A325 BOLTS TO BE ORIENTED SUCH THAT THE
FOR BEARING TYPE CONNECTIONS TO BE PREPPED, PRIMED, AND PAINTED.
WITH THREADS EXCLUDED FROM THE SHEAR PLANES. ALL DRILLED HOLES
ALL STRUCTURAL CONNECTIONS TO BE FULLY PRETENSIONED CONNECTIONS
UNLESS OTHERWISE NOTED, ALL BOLTS TO BE ASTM F3125 GRADE A325 AND 5.
A673, USE (P) FREQUENCY OF TESTING.
REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST ACCORDING TO ASTM
IMPACT TESTING TEMPERATURE ZONE 2 TO BE USED WHEN APPLYING
PLATE, HORIZONTAL GIRDERS, VERTICAL GIRDER PLATES AND LIFTING EYES.
TESTING AND MARKING) FOUND IN THIS SPECIFICATION APPLIES TO THE SKIN
ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, MATERIAL; TOUGHNESS
ASTM A709 "HIGH STRENGTH LOW ALLOY" GRADE 50. THE REQUIREMENTS OF
SPECIFICATIONS. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO BE
ALL STRUCTURAL STEEL TO BE AS SPECIFIC ON DRAWINGS AND IN THE 4.
ON SHEET S-507.
EACH BULKHEAD TO HAVE ITS OWN IDENTIFICATION NUMBER PLATE AS SHOWN 3.
ORDERING MATERIALS OR STARTING FABRICATION.
GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN
INTERFERENCES RELATED TO FABRICATION TO THE ATTENTION OF THE
IMMEDIATELY BRING ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND 2.
NUMBER OF PARTS FOR EACH BULKHEAD AS NOTED.
CONNECTING TWO VERTICAL GIRDERS. QUANTITIES REFLECT THE TOTAL
COMPRISED OF A SKIN PLATE CONNECTED TO HORIZONTAL GIRDERS,
ACCORDANCE WITH SPECIFICATIONS. THE BULKHEAD ASSEMBLY IS
ASSEMBLIES AS SHOWN ON CONTRACT DRAWINGS AND BID SCHEDULE IN
FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE BULKHEAD 1.
SEE TYPICAL DETAIL BELOW.
ALL FILLET WELDS TO BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE. 17.
REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON NON-FCM TO MEET AWS D1.5 TABLE 6.4, CLASS C 16.
CLASS C REQUIREMENTS FOR ACCEPTANCE CRITERIA.
ALL WELDS ON FRACTURE CRITICAL MEMBERS TO MEET AWS D1.5 TABLE 6.3, 15.
COST TO THE GOVERNMENT.
REPEATING OF THE HEAT TREATMENT TO BE PERFORMED AT NO ADDITIONAL
STRESS RELIEVING, REQUIRE A REPEATING OF THE HEAT TREATMENT. ANY
ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER 14.
THROUGH WELDING AND FABRICATION TECHNIQUES.
INPUT FROM COMPLETE JOINT PENETRATION WELDS AND BE ADDRESSED
EXTRA ATTENTION TO BE GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT
PERFORM WELD PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES.
IN THE SPECIFICATIONS AND SHOWN ON PLANS. THE FABRICATOR TO
FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED 13.
E70XX ELECTRODES TO BE USED FOR ALL WELDS.12.
FINISHED PRIOR TO PAINTING.
BE CLEARLY IDENTIFIED IN THE SHOP DRAWINGS, ALL FILLED HOLES TO BE
WITH THE MANUFACTURERS RECOMMENDATIONS. ALL HOLES TO BE FILLED TO
PRIOR TO PAINTING. THIS FILLER MATERIAL IS TO BE APPLIED IN ACCORDANCE
FILLED WITH AN APPROVED MATERIAL THAT IS EQUAL TO "BELAZONA 1111"
SURFACE THAT WOULD ALLOW WATER TO PASS THROUGH THE GATE TO BE
ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING 11.
OF AISC. ALL WELDS TO BE WRAPPED WITH ADJACENT FILLET.
PROCESS INTENDED AND SHAPED IN ACCORDANCE WITH THE LATEST EDITION
SUFFICIENTLY TO PERMIT WRAPPING OF ALL WELDS UTILIZING THE SAME
USE WELD ACCESS HOLES TO PREVENT THE INTERSECTION OF WELDS. SIZE 10.
PERMITTED IN AWS D1.5.
FILLET WELDS TO ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE
". 4
1STRUCTURAL WELDING CODE D1.5. NO FILLET WELDS TO BE SMALLER THAN
REQUIRED IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY,
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE IS TO BE THE MINIMUM 9.
WELDS ACCORDING TO (AWS D1.5) LATEST EDITION.
GOVERNMENT APPROVAL. ALL SPLICES TO BE COMPLETE JOINT PENETRATION
BE CLEARLY SHOWN AND CLOUDED ON THE SHOP DRAWINGS FOR
ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS TO 8.
PERFORMED PARALLEL TO THE DIRECTION OF STRESS FLOW.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING TO BE 7.
LATEST EDITION.
AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS. D1.5)
PENETRATION WELDS (CJP) IN ACCORDANCE WITH THE PROVISIONS OF THE
UNLESS OTHERWISE NOTED, ALL WELDS TO BE COMPLETE JOINT 6.
LENGTH.
WELDS. LENGTH OF WELD CALLED FOR ON THE DRAWINGS TO BE EFFECTIVE
CLEARLY DISTINGUISH THE SHOP DRAWINGS BETWEEN SHOP AND FIELD 5.
SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.
MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND TO BE
CAREFULLY CONTROL WELDING SEQUENCE AND TECHNIQUE OF WELDING TO 4.
TECHNIQUES.
SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS TO BE 3.
APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.
WELDING INFORMATION TO BE SUBMITTED BY THE CONTRACTOR FOR
SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED
WELDING SYMBOLS SHOWN ARE ADOPTED BY THE AMERICAN WELDING 2.
THE SPECIFICATIONS.
SOCIETY STRUCTURAL WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF
TECHNIQUE, WHERE APPLICABLE, TO CONFORM TO THE AMERICAN WELDING
EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND
ALL WELDING TO BE ELECTRIC ARC WELDING, USING A METHOD WHICH 1.
ULTRASONIC TESTING TO BE PERFORMED ON 100% OF ALL CJP WELDS.7.
MAGNETIC PARTICLE TESTING TO BE PERFORMED ON 100% OF ALL FILET WELDS.6.
-100% OF END FRAME TO HORIZONTAL GIRDER BUTT WELDS
RADIOGRAPHIC TESTING TO BE PERFORMED ON:5.
PROCESS.
POSSIBLE IN THE PROJECT TO ASSURE THE QUALITY OF THE PROCEDURE AND
WITH AWS D1.5 SUBSECTION 12.1. THE TESTING TO BE DONE AS EARLY AS
ALL WELDS ON FRACTURE CRITICAL MEMBERS TO BE TESTED IN ACCORDANCE 4.
DELIVERY TO THE JOB SITE.
TESTS TO BE PERFORMED IN THE FABRICATION FACILITY PRIOR TO PAINTING AND
PROPOSED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL
A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING TO BE 3.
CONTRACTING OFFICER PRIOR TO PRIMING.
100% OF ALL WELDS TO BE VISUALLY INSPECTED AND APPROVED BY THE 2.
THE FOLLOWING ARE IN ADDITION TO AWS D1.5 REQUIREMENTS.1.
REFERENCE PLANE.
INCH DEVIATION FROM THE 16
1WHEN ALL 9 MEASUREMENT POINTS LIE WITHIN
OUT-OF-PLANE MEASUREMENTS. A PLUMB POSITION HAS BEEN ACHIEVED
BASED ON THE INITIAL
PLANE AND THE 9 LOCATIONS. DETERMINE A PLAN TO PLUMB THE BULKHEAD
RECORD AND SUBMIT THE INITIAL MEASUREMENTS BETWEEN THE REFERENCE 7.
WITH A CENTER PUNCH FOR CONSISTENCY.
POINTS ARE LOCATED. MEASUREMENT POINT LOCATIONS MUST BE MARKED
OUT-OF-PLANE DIMENSIONS AND WHERE EACH OF THE 9 MEASUREMENT
PROCEDURE FOR MEASURING THE
SUBMIT A PLAN FOR COR APPROVAL THAT DOCUMENTS THE METHOD AND 6.
TO THE CENTERLINE OF THE END PLATE AS POSSIBLE.
D. THE BEGINNING AND END OF EACH ROW MUST BE AS CLOSE
GIRDER.
C. THE BOTTOM ROW MUST BE LOCATED ALONG THE BOTTOM
OF THE BULKHEAD, OR AS CLOSE AS PRACTICAL.
B. THE MIDDLE ROW MUST BE LOCATED ALONG THE MID-HEIGHT
A. THE TOP ROW MUST BE LOCATED ALONG THE TOP GIRDER.
ROWS OF 3 EQUALLY SPACED POINTS ALONG THE BULKHEAD AS FOLLOWS:
BULKHEAD. THE 9 MEASUREMENT POINT LOCATIONS MUST BE LAID OUT AS 3
BETWEEN THE REFERENCE PLANE AND THE DOWNSTREAM FACE OF THE
THE BULKHEAD. THEN ESTABLISH 9 MEASUREMENT POINT LOCATIONS
ESTABLISH A REFERENCE PLANE PARALLEL TO THE DOWNSTREAM FACE OF
CONTROL DIMENSION MEASUREMENTS (1-13) IN THE CHART PROVIDED.
AFTER FINAL ASSEMBLY BUT PRIOR TO PAINTING, RECORD AND SUBMIT THE 5.
".16
1PLANE BY MORE THAN
THE SURFACES OF THE SKIN PLATE TO NOT VARY FROM A TRUE VERTICAL 4.
DRAWINGS.
" FROM THE DIMENSIONS SHOWN IN THE 16
1S-003 TO NOT VARY BY MORE THAN
ALL OTHER DIMENSIONS PROVIDED ON SHEETS S-002 AND3.
IN THE DRAWINGS.
" FROM THAT CALCULATED WITH DIMENSIONS SHOWN 32
3VARY BY MORE THAN
BETWEEN THE HORIZONTAL GIRDERS BETWEEN THE END FRAMES TO NOT
TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED 2.
SUPPORTED ON BEARING SEALS.
ALL FINAL DIMENSIONS TO BE MEASURED WITH THE BULKHEAD FULLY 1.
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