1240LS22Q0008 Ashley Bridges Combined Synopsis.pdf

PDF 4 MB Posted Jan 5, 2022

Attached to: Ashley Bridges Federal contract opportunity
Solicitation number: 1240LS22Q0008
Issued by: Department of Agriculture Forest Service

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Solicitation Number: 1240LS22Q0008 South Fork Rock Creek and Hells Canyon Bridges

(i) This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued.

(ii) This solicitation is issued as a Request for Quotation (RFQ).

(iii) The solicitation document and incorporated provisions and clauses are those in effect through Federal

Acquisition Circular 2021-07.

(iv) This procurement is set aside for _100% Total Small Business_. The NAICS code is _332312_ and the

Small Business Size Standard is _500 Employees_.

(v) Schedule of Items/Price Schedule

Item #1: South Fork Rock Creek Bridge

Item Supplies Qty Unit of

Issue

Unit Price Extended Price

55201 South Fork Rock Creek Bridge

22’X18”X30” Precast Concrete

Grade Beam

2 EA. $ $

57102 Prefabricated Bridge

Superstructure, (Includes railing and bulkhead). Design, Fabricate, and Transport to South Fork

Rock Creek Site

1 LS. $ $

63306 Object Markers (Type 3) and glulam posts

4 EA. $ $

Total $

Indicate ability to deliver bridge materials by 8/9/2022; Y or N:

If unable to deliver by the date above, indicate earliest possible delivery date:

Item #2: Hells Canyon Bridge

Item Supplies/Services Qty Unit of

Issue

Unit Price Extended Price

55201 Hells Canyon Bridge 18’X18”X30”

Precast Concrete Grade Beam

2 EA. $ $

57102 Prefabricated Bridge Superstructure, (Includes railing and bulkhead).

Design, Fabricate, and Transport to

Hells Canyon Bridge Site

1 LS. $ $

63306 Object Markers (Type 3) and glulam posts

4 EA. $ $

Total: $

Indicate ability to deliver bridge by 8/2/2022; Y or N:

If unable to deliver by the date above, indicate earliest possible delivery date:

Quoter’s Company Information

Name of Company (Please Print):

DUNs Number:

Printed Name of Company Representative:

Signature of Company Representative:

Date:

Phone Number:

Email Address:

(vi) Description of Requirement (including a list of any attachments)

The United States Department of Agriculture (USDA), Forest Service (FS), Intermountain Zone, Ashley

National Forest has a need for Bridge Materials, including beams, superstructure, railing, bulkhead, object markers, and glulam posts, for the South Fork Rock Creek and Hells Canyon areas. These will be prefabricated steel bridges set on precast grade beams. The materials shall meet the requirements of the specifications and drawings, and the HL-93 Live Loading Criteria. The successful quoter shall provide shop drawings which will need to be approved by the Forest and Regional Bridge Engineer before manufacture. Bridge sites are located on steep, narrow native surface roads. Large Semi trucks with sleeper cabs are not recommended for delivery to

Bridge Sites.

(vii) Date(s) and Place(s) of Delivery and Acceptance

South Fork Rock Creek Bridge Site: Lat:40.551065, Long:-110.730545 Alternate Delivery Site: Lat:40.550115, Long:-110.695078(Rock Creek Admin Site)

Delivery of concrete grade beams 8/9/22 and bridge 8/10/22

Hells Canyon Bridge Site: Lat:40.561929, Long:-110.3610006 Alternate Delivery Site: Lat:40.524414, Long:-110.355973 (Yellowstone Trailhead)

Delivery of concrete grade beams 8/2/22 and bridge 8/3/22

List of Attachments and Exhibits

Attachment Description Pages

A South Fork Rock Creek and Hells Canyon Bridge Drawings 14

Exhibit No.

1 Experience and Equipment Questionnaire 2

/s/ Chad Porter, PE 5/14/2021

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INDEX TO PLANS

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SHEET NO. TITLE

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PLAN INDEX & PROJECT DESCRIPTION

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STRUCTURE LAYOUT AND DETAILS

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ASHLEY NATIONAL FOREST

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DATE

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DATE

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FOREST SUPERVISOR

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APPROVED

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BRIDGE 10135-2.2

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BRIDGE PLAN G-065

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SPECIFICATIONS AND SCHEDULE OF ITEMS

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GRADE BEAM LAYOUT

AutoCAD SHX Text PROJECT DESCRIPTION 1) REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE AND ABUTMENTS. 2) INSTALL PRECAST ABUTMENTS. 3) RECONSTRUCT CHANNEL & INSTALL CLASS 4 RIPRAP W/GEOTEXTILE. 4) INSTALL NEW MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK, AND BACKWALLS. 5) CONSTRUCT NEW APPROACHES. CONSTRUCT NEW APPROACHES. 6) INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. 7) INSTALL RAILS AND TYPE 3 OBJECT MARKERS.INSTALL RAILS AND TYPE 3 OBJECT MARKERS.

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SITE PLAN & PROFILE

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OPTIONAL GRADE BEAM SPLICE DETAILS

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ROAD & ABUTMENT DETAILS

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SOUTH FORK ROCK CREEK

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DRAWING NUMBER

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SHEET

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DESIGN

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FOREST SERVICE

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SOUTH FORK ROCK CREEK

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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T. STONE

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C. PORTER

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TO DUCHESNE 30 MILES

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PROJECT LOCATION

LAT/LONG: 40.551133, -110.730599

DRAWING NUMBER

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SHEET

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FOREST SERVICE

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SOUTH FORK ROCK CREEK

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SPECIFICATIONS & SCHEDULE OF ITEMS

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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T. STONE

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C. PORTER

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AutoCAD SHX Text NOTES: : GENERAL MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. DESIGN 1. THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING. 2. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 3. DESIGN LOADINGS: DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800 4. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL VEHICLES. BULKHEAD 1. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. CONCRETE 1. CLASS A(AE) f'c = 4000 psi MIN. CLASS A(AE) f'c = 4000 psi MIN. 2. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. 3. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 5. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. STEEL SUPERSTRUCTURE 1. WEATHER A588 STEEL GIRDERS WEATHER A588 STEEL GIRDERS REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. 2. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 3. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. STRUCTURE EXCAVATION 1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING BRIDGE AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND BE COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). ROADWAY EMBANKMENT 1. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. 2. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS AND EQUIPMENT. 2. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 3. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS.

SCHEDULE OF ITEMS

EXISTING GROUND SURFACE

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CONSTRUCT CHANNEL FROM APPROVED NATIVE MATERIAL

AutoCAD SHX Text CLASS IV RIPRAP MIXED WITH NATIVE MATERIAL TO FILL VOIDS (TYP), SEE DETAIL SHEET 7.

AutoCAD SHX Text INSTALL NEW 20' X 44' PREFABRICATED MODULAR STEEL BRIDGE ON PRECAST CONCRETE FOOTINGS

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REMOVE & DISPOSE EXISTING BRIDGE

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FINISHED ROAD SURFACE

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EXISTING GRADE ELEVATION

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FINISHED GRADE ELEVATION

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EXISTING EDGE OF ROAD

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NEW EDGE OF ROAD

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8' OFFSET FOR REFERENCE

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EXISTING STREAM BANK

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CONSTRUCT NEW STREAM BANK TO MATCH RIPRAP WITH EXISTING CHANNEL

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REMOVE AND DISPOSE EXISTING TIMBER BRIDGE AND ABUTMENTS

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TYPE 3 OBJECT MARKER ON TIMBER POST. TYP. 4 PLACES. SEE DETAIL SHEET 7.

AutoCAD SHX Text INSTALL NEW 20' X 44' PREFABRICATED MODULAR STEEL BRIDGE ON PRECAST CONCRETE FOOTINGS

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SOUTH FORK ROCK CREEK

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CLASS 4 RIPRAP AND NATIVE MATERIAL. SEE DETAIL SHEET 7.

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8' OFFSET FOR REFERENCE

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DRAWING NUMBER

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FOREST SERVICE

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SOUTH FORK ROCK CREEK

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SITE PLAN & PROFILE

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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C. PORTER

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CENTERLINE BRIDGE PROFILE

SITE PLAN

ABUT 2 L.O.L. STA. 1+44.10 **

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ABUT 1 L.O.L. STA 1+00.00

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CENTERLINE GIRDER (TYP)

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GIRDER LAYOUT

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GIRDERS, ASTM A-588

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WEATHERING STEEL

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PRECAST CONCRETE ABUTMENT, TYP (SEE SHEET 5 AND 6 FOR DETAILS)

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6" CRUSHED AGGREGATE LEVELING COURSE, TYP

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4 " X 7 GAGE 14" X 7 GAGE GALVANIZED BRIDGE DECK

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SEE SHEETS 5 AND 6 FOR GRADE BEAM DETAILS

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BEARING BEARING

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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.

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(2) 3/4" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)

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8 GAUGE STEEL SHEET PILE BULKHEAD

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END ANGLE

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14" X 6" A588 (CLOSURE PLATE)

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SEE DESIGN NOTES SHEET 2

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4 1/4" X 7 GAGE GALVANIZED BRIDGE DECK

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BRIDGE RAIL (SEE DETAIL)

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DIAPHRAGM @ SPAN C/L

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FLARED END SECTIONS A588, TYP.

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SOUTH FORK ROCK CREEK

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W24 GIRDER, TYP

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TYPICAL SECTION

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BRIDGE

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DIAPHRAGM

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DECK.

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PRECAST CONCRETE GRADE BEAM

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RAIL POST

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C GIRDER

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ABUT 2.

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FOR FIXED END

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1 1/2" DIA. HOLES

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SLOTS FOR EXPANSION

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1 1/2" DIA. X 3"

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A588 STEEL GIRDER

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*BEARING PLATE DETAIL

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%%UBRIDGE SECTION DETAILS

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FIELD WELD

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TYPE 3 OBJECT MARKER ON TIMBER POST (TYP)

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NO SCALE

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NO SCALE

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NO SCALE

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AGGREGATE WEAR SURFACE @ @

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4" @ CENTER AND 2" @ EDGE

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AGGREGATE WEAR SURFACE

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CROWNED AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.

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CROWNED AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.

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** BRIDGE INSTALLED

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ON CURVED ALIGNMENT

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CROWNED

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

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SOUTH FORK ROCK CREEK

AutoCAD SHX Text BRIDGE No. 10135-2.2

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STRUCTURE LAYOUT & DETAILS

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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T. STONE

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C. PORTER

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AutoCAD SHX Text G-065

AutoCAD SHX Text /s/ Chad Porter, PE

5/14/2021

GRADE BEAM ELEVATION VIEW

NTS

GRADE BEAM PLAN

VIEW

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GRADE BEAM

SECTION VIEW

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ROADWAY ROADWAY STRUCTURE STRUCTURE SEE ** NOTE SHEET 4

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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATES (SEE SHEET 4 FOR DETAILS)

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BRG.

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PRECAST CONCRETE GRADE BEAM

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BEARING

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#4 HOOPS SEE GRADE BEAM ELEVATION VIEW FOR SPACING

AutoCAD SHX Text 27"

AutoCAD SHX Text 4 "12"

AutoCAD SHX Text 14 "12"

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PRECAST CONCRETE GRADE BEAM

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SEE GRADE BEAM SECTION VIEW

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#4 HOOPS

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(1) #4 EACH FACE

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(4) #8 TOP AND BOTTOM

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#8 TOP AND BOTTOM

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#4 HOOPS

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(1) #4 EACH FACE

AutoCAD SHX Text ANCHOR BOLT, STEEL BEARING PLATE, AND ELASTOMERIC BEARING PAD. SEE TYPICAL SECTION SHEET 4.

AutoCAD SHX Text NOTE: LIFTING LUG DESIGN BY MANUFACTURER. LOCATE LIFT POINTS BETWEEN GIRDERS AS LIFTERS ARE INTENDED TO BE LEFT IN PLACE PERMANENTLY.

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ROADWAY ROADWAY STRUCTURE STRUCTURE SEE ** NOTE SHEET 4

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DRAWING NUMBER

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SHEET

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DESIGN

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DRAWING

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text

SOUTH FORK ROCK CREEK

AutoCAD SHX Text BRIDGE No. 10135-2.2

AutoCAD SHX Text

GRADE BEAM LAYOUT

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ASHLEY NATIONAL FOREST

AutoCAD SHX Text

C. PORTER

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T. STONE

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T. STONE

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C. PORTER

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AutoCAD SHX Text G-065

AutoCAD SHX Text /s/ Chad Porter, PE

OPTIONAL GRADE BEAM SPLICE DETAILS NTS

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ELEVATION

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BOTTOM OF GRADE BEAM SEGMENT

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BOTTOM OF GRADE BEAM SEGMENT

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BOTTOM OF GRADE BEAM SEGMENT

AutoCAD SHX Text BAR 3"x "x10"38"x10"

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AutoCAD SHX Text 34" x 2" BOLTS (A325)W/ " x 1 " VERTICAL 78" x 1 " VERTICAL 12" VERTICAL SLOTS IN FLANGES, TYP.

AutoCAD SHX Text P/L "x16" x 38"x16" x 1'-0" WITH " 78" HOLES

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PLAN SECTION

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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FACE OF GRADE BEAM

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(4) " X 6" 12" X 6"HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING TYP. EACH ANGLE

AutoCAD SHX Text L3x3x x 1'-0", 38 x 1'-0", TYP.

AutoCAD SHX Text WT 8x20x1'-1"

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(4) x 6" 12 x 6"HEADED CONCRETE ANCHORS @ 4" VERT. SPACING

AutoCAD SHX Text 34" x 6" HILTI HAS-EROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM.

AutoCAD SHX Text L3x3x x 38 x 1'-0", TYP.

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ELEVATION

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PLAN SECTION

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ELEVATION

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PLAN SECTION

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FIELD WELD ALTERNATIVE

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FIELD BOLT ALTERNATIVE

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POST-INSTALLED ANCHOR ALTERNATIVE

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DRAWING NUMBER

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SHEET

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DRAWING

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text

SOUTH FORK ROCK CREEK

AutoCAD SHX Text BRIDGE No. 10135-2.2

AutoCAD SHX Text

OPTIONAL GRADE BEAM SPLICE DETAILS

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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T. STONE

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C. PORTER

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AutoCAD SHX Text G-065

AutoCAD SHX Text /s/ Chad Porter, PE

BRIDGE ELEVATION DETAIL

ABUTMENT ELEVATION DETAIL

NTS

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INSTALL POSTS AT LOCATION AND ANGLE DIRECTED BY THE ENGINEER.

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GRADE, 2200 SERIES H2-R OR H2-L" OR EQUAL.

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SHALL BE "3M SCOTCHLITE REFLECTIVE SHEETING, ENGINEER

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STEEL OR 14 GAGE ALUMINIUM SHEET. REFLECTIVE STRIPS

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REFLECTIVE STRIP BONDED TO A 16 GAGE GALVANIZED

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OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH

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TYPE 3 OBJECT MARKER

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12" DIA. X 9" BOLTS W/2 PLATE WASHERS

AutoCAD SHX Text 6-3/4"x 7-1/2"x 7'-6" GLUED-LAMINATED TREATED GUARD POST

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(NO SCALE)

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OBJECT MARKER DETAIL

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*INSTALL POSTS AT LOCATION DIRECTED BY THE ENGINEER .

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R.H. MARKER SHOWN

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SEE GIRDER LAYOUT DETAIL ON SHEET 5.

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Q100 ELEV=8855.02

AutoCAD SHX Text MACHINE PLACED, CLASS IV RIPRAP MIXED WITH NATIVE MATERIAL TO FILL VOIDS, SECTION 705.02 OR AS DETERMINED BY THE C.O. WITH TYPE IV-A GEOTEXTILE

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2'-0" MIN.

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6" DEPTH CRUSHED AGGREGATE LEVELING COURSE

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PRECAST GRADE BEAM

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CHANNEL BOTTOM ELEV=8852.95 ±

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PREFABRICATED MODULAR BRIDGE SYSTEM

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AutoCAD SHX Text 1.5

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CONSTRUCT CHANNEL FROM APPROVED NATIVE MATERIAL

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Q2 ELEV=8854.13

AutoCAD SHX Text 6"

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%%USINGLE LANE ROAD

AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE STRUCTURAL EXCAVATION OR FROM AN APPROVED BORROW SOURCE.

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CRUSHED AGGREGATE SURFACE COURSE 6" COMPACTED DEPTH

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PROFILE GRADE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2%

AutoCAD SHX Text 2:1

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PRECAST CONCRETE GRADE BEAM (SEE SHEETS 5 AND 6 FOR DETAILS)

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6-INCH DEPTH CRUSHED AGGREGATE LEVELING COURSE

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GUARDRAIL ASSEMBLY (SEE SHEET 4 FOR DETAILS)

AutoCAD SHX Text 8 GAUGE STEEL SHEET PILE BULKHEAD WITH COLD TAR EPOXY (BLACK) COATING (SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL), ATTACHMENT TO GIRDER BY SUPERSTRUCTURE DESIGN

AutoCAD SHX Text 2H:1V

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CORRUGATED STEEL BRIDGE DECK (SEE SHEET 4 FOR DETAILS)

AutoCAD SHX Text AGGREGATE WEAR SURFACE 4" THICK @ BRIDGE & BRIDGE & BRIDGE & 2" THICK @ EDGE OF DECK

AutoCAD SHX Text EXTEND TOP OF BULKHEAD VERTICALLY TO WEARING SURFACE ELEVATION TO RETAIN SHOULDER FILL (TYP.)

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DRAWING NUMBER

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SHEET

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DRAWING

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text

SOUTH FORK ROCK CREEK

AutoCAD SHX Text BRIDGE No. 10135-2.2

AutoCAD SHX Text

ROAD & ABUTMENT DETAILS

AutoCAD SHX Text

ASHLEY NATIONAL FOREST

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

T. STONE

AutoCAD SHX Text

C. PORTER

AutoCAD SHX Text

AutoCAD SHX Text G-065

AutoCAD SHX Text /s/ Chad Porter, PE

/s/ Chad Porter, PE 6/22/2021

INDEX TO PLANS

AutoCAD SHX Text

SHEET NO. TITLE

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PLAN INDEX & PROJECT DESCRIPTION

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STRUCTURE LAYOUT AND DETAILS

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ASHLEY NATIONAL FOREST

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DATE

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DATE

AutoCAD SHX Text for DIRECTOR, ENGINEERING

AutoCAD SHX Text

FOREST SUPERVISOR

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APPROVED

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BRIDGE 10227-3.3

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BRIDGE PLAN G-066

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SPECIFICATIONS AND SCHEDULE OF ITEMS

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GRADE BEAM LAYOUT

AutoCAD SHX Text PROJECT DESCRIPTION 1) REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE AND ABUTMENTS. 2) INSTALL PRECAST CONCRETE FOOTINGS 3) RECONSTRUCT CHANNEL & INSTALL CLASS 4 RIPRAP W/GEOTEXTILE. 4) INSTALL MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK, & BACKWALLS. 5) CONSTRUCT NEW APPROACHES. CONSTRUCT NEW APPROACHES. 6) INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. 7) INSTALL TYPE 3 OBJECT MARKERS.INSTALL TYPE 3 OBJECT MARKERS.

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SITE PLAN & PROFILE

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OPTIONAL GRADE BEAM SPLICE DETAILS

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ROAD & ABUTMENT DETAILS

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HELLS CANYON BRIDGE REPLACEMENT

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DRAWING NUMBER

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SHEET

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DESIGN

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DRAWING

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BY:

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text

HELLS CANYON BRIDGE REPLACEMENT

AutoCAD SHX Text BRIDGE No. 10227-3.3

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PLAN INDEX & PROJECT DESCRIPTION

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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C. PORTER

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T. STONE

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AutoCAD SHX Text G-066

AutoCAD SHX Text /s/ Chad Porter, PE

AutoCAD SHX Text 6/22/2021

AutoCAD SHX Text

TO DUCHESNE

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PROJECT LOCATION

LAT/LONG: 40.561956, -110.361064

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SHEET

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DESIGN

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DRAWING

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text

HELLS CANYON BRIDGE REPLACEMENT

AutoCAD SHX Text BRIDGE No. 10227-3.3

AutoCAD SHX Text

SPECIFICATIONS & SCHEDULE OF ITEMS

AutoCAD SHX Text

ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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C. PORTER

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T. STONE

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AutoCAD SHX Text G-066

AutoCAD SHX Text /s/ Chad Porter, PE

AutoCAD SHX Text 6/22/2021

AutoCAD SHX Text NOTES: : GENERAL MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. DESIGN 1. THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL THE SUPERSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING. 2. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 3. DESIGN LOADINGS: DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800 4. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL VEHICLES. BULKHEAD 1. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL). HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. CONCRETE 1. CLASS A(AE) f'c = 4000 psi MIN. CLASS A(AE) f'c = 4000 psi MIN. 2. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. 3. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 5. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. STEEL SUPERSTRUCTURE 1. WEATHER A588 STEEL GIRDERS WEATHER A588 STEEL GIRDERS REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. 2. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 3. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. REINFORCING STEEL SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. STRUCTURE EXCAVATION 1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING BRIDGE AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND BE COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). ROADWAY EMBANKMENT 1. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. USE MATERIAL FROM EXCAVATION THAT IS APPROVED BY COR. 2. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS AND EQUIPMENT. 2. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 3. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS.

SCHEDULE OF ITEMS

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FOREST SERVICE

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HELLS CANYON BRIDGE REPLACEMENT

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SITE PLAN AND PROFILE

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ASHLEY NATIONAL FOREST

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C. PORTER

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T. STONE

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C. PORTER

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CENTERLINE ROAD AND BRIDGE PROFILE

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SITE PLAN

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EXISTING EDGE OF ROAD

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CLASS IV RIP-RAP (TYP), SEE DETAIL SHEET 7

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EDGE OF NEW ROAD

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FS ROAD 10227

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EXISTING GROUND ELEVATION

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FINISHED GROUND ELEVATION

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FINISHED ROAD SURFACE

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CLASS IV RIP-RAP (TYP), SEE DETAIL SHEET 7

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING TIMBER BRIDGE AND ABUTMENTS. INSTALL NEW 16' X 44' PREFABRICATED MODULAR STEEL BRIDGE ON PRECAST CONCRETE FOOTINGS

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NEW CRUSHED AGGREGATE WEAR SURFACE STA. 0+30 TO 2+500+30 TO 2+50

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TYPE 3 OBJECT MARKER ON TIMBER POSTS (TYP 4 PLACES), SEE DETAIL SHEET 7

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EXISTING GROUND SURFACE

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HELLS CANYON CREEK

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BOTTOM OF FOOTING ELEVATION = 8475.57

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EDGE OF CHANNEL

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BOTTOM OF FOOTING ELEVATION = 8474.25

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VP2

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VP1

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VP4

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CP3

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NOTE: VP POINTS ARE BASED ON DIMENSIONS SHOWN ON THESE PLANS. ANY CHANGES TO THOSE DIMENSIONS WILL ALTER POINT LOCATIONS AND/OR ELEVATIONS.

ABUT 1 L.O.L. STA. 1+58.56

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ABUT 2 L.O.L. STA 1+14.56

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C/L BRIDGE = C/L CONST.

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GIRDER LAYOUT

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GIRDERS, ASTM A-588

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WEATHERING STEEL

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PRECAST CONCRETE GRADE BEAM, TYP (SEE SHEET 5, 6, AND 7 FOR DETAILS)

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4 " X 7 GAGE 14" X 7 GAGE GALVANIZED BRIDGE DECK

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SEE SHEETS 5, 6, AND 7 FOR GRADE BEAM DETAILS

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C/L BEARING

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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.

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(2) 3/4" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)

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8 GAUGE STEEL SHEET PILE BULKHEAD

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AGGREGATE WEAR SURFACE @ C.L.@ C.L. C.L.

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END ANGLE

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14" X 6" A588 (CLOSURE PLATE)

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SEE NOTE SHEET 1

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4 1/4" X 7 GAGE GALVANIZED BRIDGE DECK

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BRIDGE RAIL (SEE DETAIL)

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DIAPHRAGM @ SPAN C/L

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FLARED END SECTIONS A588, TYP.

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HELLS CANYON CREEK

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4" @ CENTER AND 2" @ EDGE

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AGGREGATE WEAR SURFACE

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TYPICAL SECTION

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C/L BRIDGE

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BRIDGE RAIL POST (TYPICAL)

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DIAPHRAGM

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DECK.

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GALVANIZED BRIDGE

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4 1/4" X 7 GAGE

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AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.

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PRECAST CONCRETE GRADE BEAM

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RAIL POST

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%%UBRIDGE SECTION DETAILS

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TYPE 3 OBJECT MARKER ON TIMBER POST (TYP)

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AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.

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C GIRDER

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NO SCALE

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BEARING PLATE

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ABUT 2.

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FOR FIXED END

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1 1/2" DIA. HOLES

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END ABUT 1.

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SLOTS FOR EXPANSION

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1 1/2" DIA. X 3"

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A588 STEEL GIRDER

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*BEARING PLATE DETAIL

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FIELD WELD

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STRUCTURE LAYOUT & DETAILS

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GRADE BEAM ELEVATION VIEW

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SECTION VIEW

NTS

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C/L ROADWAY C/L STRUCTURE

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ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE SHEET 4 FOR DETAILS)

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C/L BRG.

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C/L ROADWAY C/L STRUCTURE

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PRECAST CONCRETE GRADE BEAM

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PRECAST CONCRETE GRADE BEAM

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SEE GRADE BEAM SECTION VIEW

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#4 HOOPS

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(4) #8 TOP AND BOTTOM

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#8 TOP AND BOTTOM

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#4 HOOPS

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(1) #4 EACH FACE

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BEARING

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DRAWING NUMBER

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File details come from the government source that posted it. Updated Jan 5, 2022.