Attachment_A_-_Maps_&_Drawings.pdf
PDF 411 KB Posted
- Attached to
- Cloquet River Bridges Repair Federal contract opportunity
- Solicitation number
- AG-63A9-S-17-0011
About this file
Maps & Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_B-_Wage_Rates.pdf | ||
| AG-63A9-S-17-0011.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EASTERN REGION
VICINITY MAP:
US Department of Agriculture Forest Service
CLOQUET RIVER BRIDGES REPAIRS
Superior National Forest
Laurentian Ranger District
SHEET SHEET TITLE
FOREST DEVELOPMENT PROJECT
PROJECT
LOCATION
FROM FINLAND, MN, DRIVE WEST ON THE HEFELFINGER ROAD FOR
12 MILES, THEN SOUTH ON FR 102.
Region Nine
1 COVERSHEET
2 SPECIFICATION
3 DEADMAN AND PILE STAYS
4 CURB AND RAILING
FR 102- MP 12.6 and MP 14.0
NOT TO SCALE
Minnesota
COR
Scale
Date
CAD File No.
Checked
Drawn
Drawing No.
Project
Project Name
Drawing Title
No.
Revision/Issue Date
General Notes
JEFF RYPKA
SUPERIOR NF
Material Specifications:
Timber-- All grading, combinations, and sizes refer to Southern Pine.
Other species may be substituted with CO's approval.
Grades indicated are minimums.
All structural lumber is finished as indicated on the plans.
Grades as per SPIB. Sizes as per NIST-PS 20-94.
Glulams: Industrial Appearance Grade. Wet use adhesives.
Meets ASTM 2559, ASTM 3737, AITC/ANSI 190.1-1992, AITC 117-93-Design AITC-117-93-Manufacturing. AITC-109-90.
Sizes as per AITC 113.
Certification of Conformance per AITC A190.1 shall be submitted for approval for all glulams.
Structural lumber and glulams shall be protected during storage, and transit, with a minimum of load or bundle wrappings per AITC 111.
Pilings shall meet ASTM D25-91.
Excavation:
Excavation extents will only be to the extent necessary to add the deadman and pile stays to the bridge.
Erosion Control will be used for the job following USFS best management practices and and State practices.
The road will be back filled with the existing material if suitable. If material is unsuitable the CO will need to make determination on how to progress. The USFS is assuming the material is useable. Contractor will be responsible for extra material to bring it back to grade.
The contractor will seed and mulch all areas disturbed. On slopes greater than 3:1, the contractor will use the erosion blanket in the specifications.
The contractor will place 6" of 3/4" gradation G, or equivalent on the distrubed travel surface returning it to the original dimensions when done.
The road will be closed at both ends during construction. Road closures will be coordinated with the CO.
Work to be done:
Base Bid:Replace all 4 pile caps, add 16 pile stays, and 4 dead man. Back fill, place surfacing, seed and mulch, and erosion control.
Bid Option #1: Replace curb, railing, and rail posts.
Bid Option #2: Replace running plank.
Preservative Treatment-- Piles treated with CCA to .8 PCF, Abutment boards, pile stays, deadman, rails, and rail post treated with CCA to .4 PCF or copper napthenate to .06 PCF.
Pile Caps, girders and deck treated with Penta to .6 PCF and Type A solvent; or copper naphthenate with CO approval.
Other preservatives may be used, meeting the appropriate UCS category 3B with CO approval.
Certification of above compliance with appropriate American Wood-preservative Association standards by an independent third party shall be provided.
All penta or copper naphthenate timber shall be predrilled before treatment.
Other holes should be field drilled. Field treat all holes with copper naphthenate.
"Best Management Practices for the Use of Treated Wood in Aquatic Environments" will be followed.
Steel-- Bolts and lags: ASTM A307,ASME B18.2.1 All bolts will include necessary nuts and washers.
All lag screws and bolt holes will be pilot drilled according to NDS.
Plate steel: ASTM A36 All steel shall be hot dipped galvanized and meet AASHTO M111 or M232
Temporary traffic control, signage and permanent object marker signs shall follow the Manual on Uniform Traffic Control Devices.
Also see the Special Contract Requirements in the contract.
Abbreviations:
L.B. Lag bolts M.B. Machine bolt, hex head D.B. Domehead bolt M.I. Mallable iron washer CCA Chromated copper arsenate cy cubic yards sp spaces pc pieces o.c. on center NDS National Design Standards, 2005 AFPA APWA American Wood Preservers' Association, 2002 S.R. Split ring glulam glue-laminated typ typical
Date
CAD File No.
Checked
Drawn
Drawing No.
Project
Project Name
Drawing Title
No.
Revision/Issue Date
General Notes
JEFF RYPKA
SUPERIOR NF
ABUTMENTS
Elevation View
Plan View
X Section
Date
CAD File No.
Checked
Drawn
Drawing No.
Project
Project Name
Drawing Title
No.
Revision/Issue Date
General Notes
JEFF RYPKA
SUPERIOR NF
Curb and Rail
Cross section
Curb and Rail
Elevation
| Complete Pkg Checklist |
| RfCA signed |
| Schedule of Items |
| PART I - SCHEDULE OF ITEMS |
| SECTION B – SERVICES AND PRICES Cloquet River Bridges Repair |
| Engineer's estimate |
| Engineer’s Estimate |
| SECTION B – SERVICES AND PRICES Cloquet River Bridges Repair |
| AllCombined |
| dwg-01-cover.pdf |
| dwg-02-specs |
| dwg-03-pile caps |
| dwg-04-curb and rail |
| Special Project Requirements |
| SECTION 1 DESCRIPTION/SPECIFICATIONS/WORK STATEMENT |
| STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-03:US CUSTOMARY UNITS |
| SPECIAL CONTRACT REQUIREMENTS CLOQUET BRIDGE REPAIRS, FR 102-MP 12.6 and 14.0 |
| Preface |
| 101.01 Meaning of Terms. |
| 101.03 Abbreviations. |
| AL. - Aluminum ASP. - Asphalt ... |
| 101.04 Definitions. |
| 101.04 Definitions. |
| SPECIAL CONTRACT REQUIREMENTS Section 102. Bid, Award and Execution of Contract |
| SPECIAL CONTRACT REQUIREMENTS Section 103. Scope of Work |
| SPECIAL CONTRACT REQUIREMENT Section 104. Control of Work |
| 104.03 Specifications and Drawings. |
| 104.05 Load Restrictions. |
| SPECIAL CONTRACT REQUIREMENTS Section 105. Control of Material |
| 105.02 Material Sources. |
| 105.02(a) Government Provided Sources. |
| 105.05 Use of Material Found in the Work. |
| SPECIAL CONTRACT REQUIREMENTS Section 106. Acceptance of Work |
| Delete subsection 106.07. |
| 107.02 Protection and Restoration of Property and Landscape. |
| 107.05 Responsibility for Damage Claims. |
| 107.08 Sanitation, Health, and Safety. |
| 107.09 Legal Relationship of the Parties. |
| 107.10 Environmental Protection. |
| 107.11 Protection of Forests, Parks, and Public Lands. |
| Add the following: |
| SPECIAL PROJECT REQUIREMENTS Section 108. Prosecution and Progress |
| SPECIAL PROJECT REQUIREMENTS Section 109. Measurement and Payment |
| 109.02 Measurement Terms and Definitions. |
| 109.03 Weighing Procedures and Devices. |
| 109.03 Weighing Procedures and Devices. |
| SPECIAL PROJECT REQUIREMENTS Section 153. Contractor Quality Control |
| 153.02 Contractor Quality Control Plan. |
| 153.04 Records. |
| SPECIAL CONTRACT REQUIREMENTS Section 155. Schedules for Construction Contracts |
| SPECIAL PROJECT REQUIREMENTS Section 156. Public Traffic |
| 153.03 Accomodating Traffic During Work. |
| 208.04 General. |
| 208.10 Backfill. |
| SPECIAL CONTRACT REQUIREMENTS Section 557. Timber Structures |
| Construction Requirements. |
| 557.21 Payment. |
| 625.03 General. |
| SPECIAL CONTRACT REQUIREMENTS Section 635. Temporary Traffic Control |
| 635.03 General. |
| SPECIAL CONTRACT REQUIREMENTS Section 713. Roadside Improvement Material |
| 713.03 Fertilizer. |
| 713.04 Seed. |
| Species % by volume |
| Annual Ryegrass 50% |
| 713.05 Mulch. |
| 716.01 Untreated Structural Timber and Lumber. |
| 716.02 Hardware. |
| 716.03 Treated Structural Timber and Lumber. |
| Evaluation Criteria |
| Workplan snip |
File details come from the government source that posted it. Updated .