A-7_AttachmentJ3_Drawings.pdf

BIG CREEK BRIDGE

TYPICAL SECTION & ESTIMATED QUANTITIES

ROAD NO. 311- M.P. 10.5

NEZ PERCE - CLEARWATER NATIONAL FORESTS

1-13224

FEBRUARY 14, 2014

SHEET NO.

CONCRETE CLASS/PADS/HL93RME

RME

JJT

JJT

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

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PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

VIEW OF EXISTING BRIDGE PROFILE LOOKING UPSTREAM

(AUGUST 2013)

SPECIFICATIONS:

DESIGN SPECIFICATION:

HYDROLOGY & HYDRAULICS:

CLEARING AND GRUBBING:

CONCRETE FOR GRADE BEAMS

REINFORCING STEEL:

TIMBER & LUMBER:

GLUED-LAMINATES:

TREATMENT:

FIELD TREATMENT:

TIMBER INSPECTION AND CERTIFICATION:

HARDWARE AND STRUCTURAL STEEL:

FABRICATION:

WELDING:

ELASTOMERIC BEARING PADS:

ESTIMATED QUANTITIES*

ITEM NO. DESCRIPTION

METHOD OF

MEASUREMENT

UNIT QUANTITY

15101 MOBILIZATION LSQ LS 1

15221 CONSTRUCTION SURVEY AND STAKING LSQ LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LSQ LS 1

20304 REMOVAL OF EXISTING BRIDGE LSQ LS 1

20411

ROADWAY EMBANKMENT (GOVERNMENT FURNISHED MATERIAL SOURCE)

CQ CY 510

20806 STRUCTURE EXCAVATION LSQ LS 1

25101

PLACED RIPRAP, CLASS 5 (GOVERNMENT FURNISHED MATERIAL SOURCE)

CQ CY 156

27250

GEOCELL ABUTMENT STABILIZATION, 6 INCH DEPTH

CQ SY 35

30809

CRUSHED AGGREGATE, COMPACTION METHOD 1 (COMMERCIAL SOURCE)

CQ CY 130

553A01

PRECAST CONCRETE MEMBER, GRADE BEAMS

LSQ LS 1

55501

STRUCTURAL STEEL SUPERSTRUCTURE, FURNISHED, FABRICATED &

ERECTED

CQ LBS 40070

55703

TREATED STRUCTURAL TIMBER & LUMBER, RUNNING AND BACKING PLANKS

CQ MBF 3.97

55705(A) TREATED STRUCTURAL TIMBER & LUMBER, GLUED LAMINATED, DECK PANELS

CQ MBF 6.24

55705(B) TREATED STRUCTURAL TIMBER & LUMBER, GLUED LAMINATED, CURB

CQ MBF 1.18

62201a

EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB

AQ HR 8

62201b

EQUIPMENT RENTAL, LARGE DUMP TRUCK

AQ HR 8

62501

SEEDING, DRY METHOD

CQ ACRE 0.1

63305

POSTS, WOOD

CQ LF 36

63306

OBJECT MARKERS, TYPE 3

CQ EA 4

TYPICAL ROADWAY SECTION

NOTES:

GENERAL NOTES:

*INFORMATION ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

VIEW OF EXISTING BRIDGE APPROACH LOOKING NORTHWEST

(AUGUST 2013)

RE 11/30/16

AutoCAD SHX Text f:\1-14260 forest service on-call (2014-2019)\2016\2016-11-30 npnf big & mill creek bridge updates\big creek updates\cadd 1-13224-big creek\Sheets\1-13224-NPNF1-02-Typ Sect& Quantities.dwg

AutoCAD SHX Text MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 (U.S. CUSTOMARY UNITS) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). DESIGNS SHALL CONFORM TO HL-93 LIVE LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7th EDITION, W/CURRENT INTERIMS. DESIGN DATA AS FOLLOWS: HL-93 LIVE LOAD TRUCK IMPACT = 33% THIS STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 914 CFS WITH A MINIMUM OF TWO FEET OF FREEBOARD. FOR THIS SITE, THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 480 CFS AND 679 CFS, RESPECTIVELY. CLEARING AND GRUBBING SHALL BE INCIDENTAL TO THE PROJECT AND WILL NOT BE PAID FOR AS A SEPARATE BID ITEM. USE CLASS A(AE) OR C(AE) CONCRETE, F'C = 4,000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% A(AE) OR C(AE) CONCRETE, F'C = 4,000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% (AE) OR C(AE) CONCRETE, F'C = 4,000 PSI AT 28 DAYS WITH AN ENTRAINED AIR CONTENT OF 5% ± 1%. FINISH CONCRETE WITH A CLASS 1 - ORDINARY SURFACE FINISH. ALL CONCRETE SHALL BE MADE INACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES OF CONCRETE AND FILLET ALL RE-ENTRANT ANGLES " UNLESS NOTED OTHERWISE. 34" UNLESS NOTED OTHERWISE. ALL REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE CLEAR COVER SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE PLANS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315. ALL TREATED TIMBER SHALL BE OF COASTAL REGION DOUGLAS-FIR, WITH GRADE AS NOTED BELOW, CONFORMING TO THE CURRENT WWPA GRADING RULES FOR WESTERN LUMBER OR CURRENT WCLIB STANDARD GRADING RULES FOR WESTERN COAST LUMBER. MEMBER COMMERCIAL GRADE MEMBER COMMERCIAL GRADE COMMERCIAL GRADE BACKING PLANKS & NAILERS (S2E) NO. 1 NO. 1 RUNNING PLANKS (ROUGH SAWN) NO. 2 NO. 2 GLUED-LAMINATED MEMBERS SHALL BE OF COASTAL REGION DOUGLAS-FIR CONFORMING TO THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 117, AND SHALL BE MANUFACTURED FOR WET CONDITION USE AND INDUSTRIAL APPEARANCE USING A PHENOL-RESOCINOL RESIN TYPE ADHESIVE THROUGHOUT. MEMBER COMBINATION SYMBOL MEMBER COMBINATION SYMBOL COMBINATION SYMBOL CURB & CURB BLOCKS 3, 4 or 5 3, 4 or 5 DECK PANELS 3, 4 or 5 3, 4 or 5 GLUED-LAMINATED MEMBERS FABRICATED FROM INLAND DOUGLAS-FIR LUMBER SHALL NOT BE USED ON THIS PROJECT. AFTER FABRICATION, ALL TIMBER MEMBERS AND GLUED-LAMINATES SHALL BE INCISED AND PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USING PENTACHLOROPHENOL OR COPPER NAPHTHENATE(CuN) IN HEAVY OIL (TYPE A SOLVENT). TREAT TO USE CATEGORY UC4B. COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WWPI'S "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". PENTACHLOROPHENOL OR COPPER NAPHTHENATE MEETING AWPA P-8 WITH TYPE A SOLVENT MEETING AWPA P-9 SHALL BE FURNISHED FOR FIELD TREATING OF WOOD. ALL ABRASIONS, FIELD DRILLED HOLES, AND FIELD CUTS APPROVED BY THE CONTRACTING OFFICER SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD PRESERVATIVE TREATMENT SOLUTION. THE FOLLOWING COMPLIANCE CERTIFICATES SHALL BE FURNISHED UPON DELIVERY: A) SUPPLIER CERTIFICATION, FROM A WWPA OR WCLIB APPROVED SUPPLIER, THAT ALL WOOD MATERIALS SUPPLIER CERTIFICATION, FROM A WWPA OR WCLIB APPROVED SUPPLIER, THAT ALL WOOD MATERIALS MEET REQUIREMENTS AS TO SPECIES AND GRADE. B) CERTIFICATION OF PRESERVATIVE, PENETRATION IN INCHES, AND RETENTION IN POUNDS PER CUBIC CERTIFICATION OF PRESERVATIVE, PENETRATION IN INCHES, AND RETENTION IN POUNDS PER CUBIC FOOT (ASSAY METHOD) BY EITHER A QUALIFIED TESTING AND INSPECTION AGENCY OR SUPPLIER CERTIFICATION. SUPPLIER CERTIFICATION REQUIRES EACH SOLID PIECE TO BE STAMPED OR BRANDED WITH THE ALSC QUALITY MARK. C) CERTIFICATION FROM A QUALIFIED INSPECTION AND TESTING AGENCY INDICATING CONFORMANCE OF CERTIFICATION FROM A QUALIFIED INSPECTION AND TESTING AGENCY INDICATING CONFORMANCE OF ALL GLUED-LAMINATED MEMBERS WITH AITC 117-2004. D) SUPPLIER CERTIFICATION THAT ALL TREATED WOOD MATERIALS WERE TREATED IN ACCORDANCE WITH SUPPLIER CERTIFICATION THAT ALL TREATED WOOD MATERIALS WERE TREATED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF WWPI'S "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". STEEL BRIDGE GIRDERS AND DIAPHRAGMS SHALL BE AASHTO M270, GRADE 50W (ASTM 709, GRADE 50), WEATHERING STEEL. ALL STEEL SHAPES, PLATES, AND BARS SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 36 (ASTM A36) AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M111 (ASTM A123) UNLESS NOTED OTHERWISE. ALL NUTS AND BOLTS SHALL CONFORM TO ASTM A307, GRADE A, EXCEPT AS NOTED AND SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M232 (ASTM A153). ANCHOR BOLTS SHALL CONFORM TO ASTM A325, TYPE III (WEATHERING STEEL). USE MALLEABLE IRON WASHERS AGAINST TIMBER UNLESS NOTED OTHERWISE. SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS. SHOW ALL DIMENSIONS, FABRICATION DETAILS, MATERIAL SPECIFICATIONS, AND TREATMENT SPECIFICATIONS ON THE SHOP DRAWINGS FOR ALL CUT OR BORED STEEL AND TIMBER COMPONENTS. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED ON THE DRAWINGS. PROVIDE A TIMBER LAYOUT AND ERECTION PLAN TO ENSURE FITUP OF ALL TIMBER BRIDGE COMPONENTS. PROVIDE A STEEL ERECTION PLAN AND BOLT TIGHTENING PROCEDURE WITH THE STRUCTURAL STEEL SHOP DRAWINGS. STEEL FABRICATOR SUPPLYING STRUCTURAL COMPONENTS SHALL BE CERTIFIED UNDER THE AISC QUALITY CERTIFICATION PROGRAM, SIMPLE STEEL BRIDGES (CATEGORY SBR), EFFECTIVE AS OF THE PROJECT LETTING DATE. REFER TO FSSS 555 FOR OTHER CERTIFICATION REQUIREMENTS. WELDING, WELDER QUALIFICATIONS, PRE-QUALIFICATION OF WELD DETAILS, AND INSPECTION OF WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE ANSI/AASHTO/AWS BRIDGE WELDING CODE D1.5. NO FIELD WELDING WILL BE ALLOWED UNLESS NOTED OTHERWISE. ALL ELECTRODES SHALL BE E70XX. BEARING PADS SHALL BE PLAIN NEOPRENE ELASTOMERIC WITH A 1/2" PAD THICKNESS, 60 DUROMETER, LOW TEMPERATURE, ZONE D.

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1.5:1 (TYP.)*

AutoCAD SHX Text 4%**

AutoCAD SHX Text 1.5:1

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CRUSHED AGGREGATE 6" COMPACTED DEPTH

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EXISTING GROUND LINE

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EMBANKMENT CONSTRUCTION

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2:1 (TYP.)*

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PROFILE GRADE

AutoCAD SHX Text *SEE ROADWAY CROSS-SECTIONS **PROVIDE A 40' TRANSITION FROM FLAT BRIDGE DECK (O%) TO CROWNED ROADWAY (4%).

AutoCAD SHX Text 4%**

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ROADWAY

ROADWAY PLAN & PROFILE

ROAD NO. 311- M.P. 10.5

NEZ PERCE - CLEARWATER NATIONAL FORESTS

1-13224 FEBRUARY 14, 2014 SHEET NO.

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PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

BIG CREEK

ROAD NO. 311

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 5000.00 10000.00 1000.00 REBAR W/CAP

CP2 4895.80 10027.91 1000.95 REBAR W/CAP

CP3 4799.60 10089.17 1005.27 REBAR W/CAP

CP4 4979.82 9890.64 1000.08 REBAR W/CAP

*LOCAL COORDINATE SYSTEM UTILIZED

DESCRIPTION NORTHING EASTING ELEVATION

STA. 0+60.00 BEGIN ROADWORK 5133.64 9992.71 1004.18

STA. 1+00.00 5093.64 9992.37 1003.29

STA. 1+25.00 5068.64 9992.16 1002.90

STA. 1+50.00 5043.64 9991.95 1002.68

STA. 1+75.00 5018.64 9991.74 1002.62

STA. 2+00.00 4993.64 9991.53 1002.72

STA. 2+37.49 PC 4956.16 9991.21 1003.17

STA. 2+50.00 4943.69 9992.13 1003.36

STA. 2+75.00 4920.07 9999.98 1003.74

STA. 2+94.84 PT 4903.92 10011.41 1004.03

STA. 2+99.90 BRIDGE CL 4900.21 10014.84 1004.10

STA. 3+59.90 BRIDGE CL 4856.15 10055.57 1004.10

STA. 3+65.31 PC 4852.18 10059.25 1004.16

STA. 3+75.00 4844.65 10065.33 1004.34

STA. 4+00.00 4822.14 10075.93 1005.06

STA. 4+25.00 4797.38 10078.29 1006.16

STA. 4+39.44 PT 4783.19 10075.76 1006.97

STA. 4+50.00 4773.03 10072.88 1007.64

STA. 4+75.00 4748.98 10066.06 1009.50

STA. 5+00.00 4724.92 10059.24 1011.23

STA. 5+25.00 4700.87 10052.41 1012.29

STA. 5+50.00 4676.82 10045.59 1012.77

STA. 5+60.00 END ROADWORK 4667.20 10042.87 1012.94

BRIDGE ELEVATION & SECTION

ROAD NO. 311- M.P. 10.5

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DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

ABUT.

NO. 2

ABUT.

NO. 1

ABUTMENT PLAN & ELEVATION

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DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

BIG CREEK BRIDGE

ROAD NO. 311- M.P. 10.5

NEZ PERCE - CLEARWATER NATIONAL FORESTS

GRADE BEAM & RIPRAP DETAILS

ROAD NO. 311- M.P. 10.5

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DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

GIRDER FRAMING PLAN

ROAD NO. 311- M.P. 10.5

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DECK PLAN

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CURB DETAILS

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DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DRAWING NO. R2201

A A

TEST PIT LOG 1

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TEST PIT LOG 3

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ROADWAY CROSS-SECTIONS

ROAD NO. 311- M.P. 10.5

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DESIGN CHECKED:

DRAWING CHECKED:

ROADWAY CROSS-SECTIONS

ROAD NO. 311- M.P. 10.5

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PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED: