Attachment 2 Lofton Fishing Pier Plans.pdf
PDF 4 MB Posted
- Solicitation number
- 1240BH24Q0007
About this file
This solicitation is for construction of the Lofton Reservoir Fishing Pier located in Oregon. The Forest Service R6-Pacific Northwest Region is seeking quotes for pier construction including demolition and removal of the existing pier structure, installation of new pilings and structural elements, and construction of an approximately 165-foot long and 5-foot wide fishing pier. Quotes are due by April 4, 2024. The selected contractor will be responsible for project management, site work, pile installation, structural element fabrication and installation, decking, handrails, and all other aspects of pier construction in accordance with the specifications provided in the attached engineering plans.
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SHEET of
United States Department of Agriculture
Forest Service
LOFTON FISHING PIER
RECOMMENDED BY:
APPROVED:
Forest Engineer
District Ranger Date
Date
Director of Engineering Date
Forest Supervisor Date
RO Structural Engineer Date
OREGON
LAKE COUNTY
PACIFIC NORTHWEST REGION
FREMONT-WINEMA NATIONAL FOREST
BLY RANGER DISTRICT
PROJECT SITE
DRAWING INDEX
TITLESHEET
TITLE SHEET
VICINITY MAP2
LOCATION MAP
OREGON
TYPICAL SECTIONS4
GENERAL DETAILS
7 FOUNDATION PLAN AND BENT DETAILS
SITE PLAN
ESTIMATED QUANTITIES AND GENERAL NOTES
ABUTMENT DETAILS
GENERAL LAYOUT
TOTAL NUMBER OF SHEETS = 9
PROJECT SITE
Lat. 42.2633, Long. -120.8197
PROJECT SITE
Lat. 42.2633, Long. -120.8197
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SYMBOL
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U.S. HIGHWAY
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STATE HIGHWAY
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DESCRIPTION
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INTERSTATE HIGHWAY
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PENDLETON
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LAKEVIEW
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BURNS
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ONTARIO
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THE DALLES
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SALEM
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BEND
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PORTLAND
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NEWPORT
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OREGON CITY
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EUGENE
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PACIFIC OCEAN
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ROSEBURG
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GRANTS PASS
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MEDFORD
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GOLD BEACH
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KLAMATH FALLS
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LA PINE
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AutoCAD SHX Text Drews Reservoir
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
VICINITY MAP
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
2 9
LOFTON FISHING PIER, T.38S., R.16E., SEC. 13, W.M.
Lat. 42.2633, Long. -120.8197
VICINITY MAP
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PROJECT SITE
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FOREST COLLECTOR ROAD
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RANGER STATION
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LEGEND
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STATE HIGHWAY
GENERAL NOTES
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
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ARCHIVE NO.
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OFSHEET
United States Department of Agriculture Forest Service
6/1 9/2
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(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
ESTIMATED QUANTITIES
AND GENERAL NOTES
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
3 9
ESTIMATE OF QUANTITIES
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SAWN TIMBER DECK PLANKS, POSTS, RAILS, BALUSTRADE, AND BACKING PLANKS
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UNTREATED STRUCTURAL TIMBER, GLUED-LAMINATED
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MFBM
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GLUED-LAMINATED BEAMS, BENT CAP AND DIAPHRAGMS
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UNTREATED STRUCTURAL TIMBER AND LUMBER
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MFBM
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS: Materials and construction of this structure to be in accordance with the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. customary units) DESIGN SPECIFICATIONS: AASHTO LRFD Bridge Design Specifications, 9th edition. DESIGN CRITERIA: Pedestrian loading: 100 PSF Snow loading: 152 PSF Pier rail design: 50 PLF acting transversely and vertically (simultaneously) 200 Pound point load acting transversely or vertically TIMBER & LUMBER: Timber and lumber to be Port Orford Cedar or Alaska Yellow Cedar with species and 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 Deck & backing planks (rough sawn) AYC, No. 2 AYC, No. 2 Rails & Balustrade (S4S) AYC, No. 1 AYC, No. 1 Rail Posts (S4S) AYC, Select Structural AYC, Select Structural GLUED-LAMINATES: Glued-laminated members shall be of Port Orford Cedar or Alaska Yellow Cedar with species and combination symbol as shown below, conforming to the American Institute of Timber Construction (AITC) 117-2010, and shall be manufactured for wet condition use and industrial appearance. Member Commercial Symbol Beams, bent cap & diaphragms AYC, 20F-V13 AYC, 20F-V13 Fabricate glued-laminated members with zero camber. TIMBER FABRICATION: Submit shop drawings for all timber elements. Show all dimensions and fabrication details for all cut or bored timber. Bore holes for galvanized bolts to " 18" larger than the diameter of the bolt. Field drilling of holes shall not be allowed unless noted otherwise on the drawings. Season and dry all structural timber and lumber before fabrication. Do not use material that is twisted, curved, or otherwise distorted. .
AutoCAD SHX Text Manufacture glued-laminated members as industrial appearance grade and for wet use. Use adhesives conforming to the requirements of ASTM D2559 and AITC 405, Standard for Wood Products - Structural Glued-Laminated Timber. INSPECTION AND CERTIFICATION: The following compliance certificates shall be furnished upon delivery: A) Supplier certification, from A WWPA or WCLIB approved supplier, that all wood material meets Supplier certification, from A WWPA or WCLIB approved supplier, that all wood material meets requirements as to species and grade. B) Certification from a qualified inspection and testing agency indicating conformance of all Certification from a qualified inspection and testing agency indicating conformance of all glued-laminated members with AITC 117. STRUCTURAL STEEL: Structural steel plates and shapes to meet the requirements of AASHTO M270, grade 36. Bolts for bent diaghragm connections shall conform to ASTM F3125. Timber connection bolts to be A307 unless noted otherwise. All structural steel and hardware to be uncoated (black). Use malleable iron washers against wood unless noted otherwise. Payment for hardware to be incidental to timber pay items WELDING: All welding to be in accordance with AWS D1.1, "Structural Welding Code - Steel". Welders to be certified to carry out the welding procedure. Electrode material, equipment, and welding procedure to be appropriate for the parent material and intended use. PIPE PILES: Furnish steel pile shells from 10" (nom.) diameter well casing (10 " OD), 0.365" wall 34" OD), 0.365" wall thickness (Schedule 40) conforming to ASTM A53, Type E or S, Grade B, or ASTM A252, Grade 2. Pile welding to be done by certified welders as noted above. LAG BOLT INSTALLATION: Prebore lag bolt holes using two diameters, one for the shank and one for the threads. The lead hole for the shank is to be " larger than the shank diameter and is to be 116" larger than the shank diameter and is to be bored to the depth of penetration of the shank. The lead hole for the threaded portion is to be 70% of the bolt diameter as shown on the plans and is to be bored at least to the length of the threads. DO NOT DRIVE LAG BOLTS WITH A HAMMER. ELASTOMERIC BEARING PADS: Bearing pads to be plain neoprene elastomeric pad, " thickness, 12" thickness, 50 durometer, low temperature, Zone D. EROSION CONTROL PLAN: Submit an erosion control plan to the project engineer and have it approved prior to beginning any work. Provide methods to minimize disturbances to the reservoir and picnic areas. Prevent runoff from the construction site from entering directly into the reservoir. Refer to Section 157 of the Standard Specifications.
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STRUCTURAL STEEL, FURNISHED, FABRICATED AND ERECTED
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POUND
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DESCRIPTION
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ITEM NUMBER
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NOTES
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ESTIMATED QUANTITY
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ALL
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PAY UNIT
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LUMP SUM
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MOBILIZATION
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LUMP SUM
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CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE A
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ALL
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LUMP SUM
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SOIL EROSION & POLLUTION CONTROL
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SELECT BORROW EXCAVATION, COMPACTION METHOD A
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CUBIC YARD
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AGGREGATE BASE, GRADING D, COMPACTION METHOD D
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CUBIC YARD
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MINOR HOT ASPHALT CONCRETE
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TON
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BEARING DEVICE, ELASTOMERIC
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EACH
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SPECIAL ROCK EMBANKMENT
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CUBIC YARD
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FURNISH 10" DRILLED STEEL PIPE SHELLS
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FOOT
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PAYMENT FOR FURNISHING PILES AND END PLATES, WELDING OF END PLATES
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ROCK SOURCE TO BE FOUND IN VICINITY OF BRIDGE
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EARTHWORK GEOSYNTHETICS, TYPE IV-B
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SQUARE YARD
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INDIRECT PAYMENT FOR TACK COAT
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INSTALL UNDER SPECIAL ROCK EMBANKMENT
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ALL
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TEMPORARY TRAFFIC CONTROL
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LUMP SUM
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FURNISH PILE DRILLING EQUIPMENT
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LUMP SUM
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PAYMENT FOR MOBILIZING DRILL RIG
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10" STEEL PIPE SHELLS, DRILLED
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EACH
PAYMENT FOR INSTALLATION OF PIPE SHELLS
ROCK ARMOR SECTION
FISHING PIER SECTION
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/1 8/2
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(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
TYPICAL SECTIONS
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
4 9
APPROACH PROFILE
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AutoCAD SHX Text WS Elevation 6142' (June 2020)
AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"
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AutoCAD SHX Text 5 "x 15" 18"x 15" glulam beam
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AutoCAD SHX Text Elevation 6150.37' (top of pier)
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AutoCAD SHX Text Lap 12" (min.)
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AutoCAD SHX Text Begin Approach Modification
AutoCAD SHX Text Sawcut existing asphalt
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AutoCAD SHX Text Top of backing planks Elevation 6150.37'
AutoCAD SHX Text Select borrow
AutoCAD SHX Text Install 3" asphalt over 4" aggregate base
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* Use rock found on site for rock armor (as directed by contracting officer)
AutoCAD SHX Text Remove existing asphalt
AutoCAD SHX Text Elev. 6149.9'±
Scour countermeasure: Remove loose material, form and pour flowable, lean concrete mix with 28 day strength of 750 psi
DRAWN
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
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DATE
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REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
SITE PLAN
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
5 9
CONTROL POINT TABLE
Northing
Elevation
Description
CP 1 5000.00
6149.32
PK nail
CP 2 4955.91
6154.00
Metal spikeCP 54 4972.60 6148.90
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CP 1
CP2
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5000.00
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AutoCAD SHX Text PIER APPROACH MODIFICATIONS: - Sawcut and remove existing asphalt, - Excavate and regrade, - Install aggregate base and pave See Approach Profile on Sheet 4
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AutoCAD SHX Text CONSTRUCTION NOTES: Contractor may use parking lot for staging area as directed by the contracting officer. Maintain roadway during construction as shown on Site Plan. Contractor may close roadway for up to 15 minutes using traffic control. Contractor to close project site to public during all work. Contractor to construct 6-foot chain link fence around project area as directed by contracting officer (CO). Contractor to preserve and protect all structures, equipment, and vegetation on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. Contractor to only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place.
CONSTRUCTION ACCESS: Contractor may construct temporary mat access road to pier. Return conditions to existing. Submit an access plan to the contracting officer for approval.
PLAN
LONGITUDINAL ELEVATION FRONT ELEVATION
NOTES:
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
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CHECKED
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OFSHEET
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(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
GENERAL LAYOUT
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
6 9
D
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ELEVATION SECTION D-D
DIAPHRAGM DETAILS
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AutoCAD SHX Text 5 "x 15" GL18"x 15" GL
AutoCAD SHX Text 4"x6" post (typ.)
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AutoCAD SHX Text (37)-3x8x13'-5 " rough sawn deck planks w/ " gap between18" rough sawn deck planks w/ " gap between38"± gap between
AutoCAD SHX Text Elevation 6150.37'
AutoCAD SHX Text WS Elevation 6142' (June 2020)
AutoCAD SHX Text Elevation 6148.82'
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AutoCAD SHX Text Timber Handrail, See Sheet 9 for details
AutoCAD SHX Text Pier & post
AutoCAD SHX Text Fasten deck planks to beams with two rows of " x 6" GRK RSS 516" x 6" GRK RSS structural screws per plank at each beam. Alternate centers. Splice rails at posts, Rails to be continuous for a minimum of two post spaces. Do not locate more than one rail splice at any one post.
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AutoCAD SHX Text 10" pipe shell
AutoCAD SHX Text Abutment
AutoCAD SHX Text Ext'g concrete footing
AutoCAD SHX Text See Beam Saddle Detail A on sht. 9
AutoCAD SHX Text Elevation 6147.71'
AutoCAD SHX Text (Pile cut-off elev.)
AutoCAD SHX Text 2x6 x 4'-0" vertical end post. Miter at top to match posts. Install 2-screws into each rail and 2 - " x 4" 38" x 4"lag bolts at base
AutoCAD SHX Text GRK RSS screws
AutoCAD SHX Text 5 "x 15" GL18"x 15" GL
AutoCAD SHX Text 5 "x15" GL beam18"x15" GL beam
AutoCAD SHX Text 8 "x12" glulam 34"x12" glulam bent cap beam
AutoCAD SHX Text 10" pipe shell
AutoCAD SHX Text See Beam Saddle Detail B on sheet 9
AutoCAD SHX Text End of beams
AutoCAD SHX Text End of beams
AutoCAD SHX Text Elevation 6147.71'
AutoCAD SHX Text (Pile cut-off elev.)
AutoCAD SHX Text 5 " x 12" glued- 18" x 12" glued- laminated diaphragm
AutoCAD SHX Text 34" x 5'-6"tie rods
AutoCAD SHX Text 5 " x 15"18" x 15"
AutoCAD SHX Text Malleable iron washers (typ.)
AutoCAD SHX Text glulam beam
AutoCAD SHX Text 3'-10 "78"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 7"
AutoCAD SHX Text 5 "18"
AutoCAD SHX Text 1" square ply rout (typ.)
AutoCAD SHX Text (typ.)
AutoCAD SHX Text (typ.)
AutoCAD SHX Text 5 "x 12" GL 18"x 12" GL diaphragms
AutoCAD SHX Text See Beam Saddle Detail B on sheet 9
AutoCAD SHX Text
* Use rock found on site for rock armor (as directed by contracting officer)
AutoCAD SHX Text WS Elevation 6142' (June 2020)
Piles & Bent
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
FOUNDATION PLAN
AND BENT DETAILS
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
7 9
CP 1
FOUNDATION PLAN
BENT ELEVATION
BENT DIAPHRAGM DETAILPILE COVER PLATE DETAIL
NOTE A
PILE ORDER LIST:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Scale: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text See BEAM SADDLE DETAIL A on sht. 9
AutoCAD SHX Text Bent
AutoCAD SHX Text Abutment
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Pile
AutoCAD SHX Text Pile
AutoCAD SHX Text (verify)
AutoCAD SHX Text (verify)
AutoCAD SHX Text Platform
AutoCAD SHX Text See ABUTMENT DETAILS SHEET
AutoCAD SHX Text Scale: " = 1'-0"14" = 1'-0"
AutoCAD SHX Text Platform
AutoCAD SHX Text Pile
AutoCAD SHX Text Pile
AutoCAD SHX Text Beam
AutoCAD SHX Text Elev. 6147.71'
AutoCAD SHX Text (Pile cut-off)
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text (Ext'g ground)
AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 8 "x12" glued-laminated beam (see Note A)34"x12" glued-laminated beam (see Note A)
AutoCAD SHX Text 10" pipe shell
AutoCAD SHX Text See Beam Saddle Detail A on sht. 9
AutoCAD SHX Text See Pile Cover Detail this sheet
AutoCAD SHX Text Elevation in feet
AutoCAD SHX Text C15x33.9 diaphragm (See Note A)
AutoCAD SHX Text 6 CY Rock armor*
AutoCAD SHX Text 10" (nom.) pipe shell
AutoCAD SHX Text
AutoCAD SHX Text 34" pile cover
AutoCAD SHX Text Pile cut-off to provide uniform bearing, grind as req'd ( " max. gap)116" max. gap)
AutoCAD SHX Text Scale: " = 1'-0"12" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text 3 spa.
AutoCAD SHX Text @ 3"
AutoCAD SHX Text C15x33.9 diaphragm, install with flanges facing toward shore
AutoCAD SHX Text 4" x " x 1'-0" 38" x 1'-0" connection (typ.)
AutoCAD SHX Text Pile cover
AutoCAD SHX Text 34" x 2 12" bolt and nut w/washer
AutoCAD SHX Text *Use existing rock found in the vicinity of the footing (as directed by the CO)
AutoCAD SHX Text Est. top of bedrock
AutoCAD SHX Text Steel shell to be advanced with an under-reamer style bit (ODEX System or equivalent). Drill shell 5 feet (min.) into bedrock.
AutoCAD SHX Text Typ.
AutoCAD SHX Text Typ.
AutoCAD SHX Text Fabricate diaphragm and field drill holes in glued-laminated beams at bent after final pile locations have been verified in the field
AutoCAD SHX Text 34" x 8" lagbolt (typ.)
AutoCAD SHX Text (see Note A)
10 " (OD) x 0.365" wall thickness pipe 34" (OD) x 0.365" wall thickness pipe piles. ASTM A252, Grade 2 or A53, Type E or S, Grade B. Two piles @ 25 feet.
ANCHOR BOLT DETAIL
SECTION A-A
A
ELEVATION
PLAN
A
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/1 8/2
3 0 7:
DA
VI
DS
CO
VE
LL C
:\U
SE
RS
\D
AV
ID
SC
OV
EL
L\
DO
CU
ME
NT
S\
BR
ID
GE
P
RO
JE
CT
S\
LO
FT
ON
P
IE
R\
AC
AD
\F
IS
HI
NG
P
LA
TF
OR
M
DR
AW
IN
GS
.D
W G
(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
ABUTMENT DETAILS
6/19/2023
David Scovell
David Scovell
Kathy Van Hecke
8 9
AutoCAD SHX Text Projection
AutoCAD SHX Text Scale: 1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text Scale: "= 1'-0"34"= 1'-0"
AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"
AutoCAD SHX Text Scale: " = 1'-0"38" = 1'-0"
AutoCAD SHX Text Threaded Rod
AutoCAD SHX Text Standard hardened washer
AutoCAD SHX Text Heavy hex nut
AutoCAD SHX Text Bearing & Footing
AutoCAD SHX Text Pier
AutoCAD SHX Text Elevation 6148.82'
AutoCAD SHX Text (Top of footing)
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Pier
AutoCAD SHX Text Abutment
AutoCAD SHX Text Elevation 6150.37'
AutoCAD SHX Text (Top of pier)
AutoCAD SHX Text See Sheet 9 for handrail details
AutoCAD SHX Text 3x8 deck planks
AutoCAD SHX Text Ext'g concrete footing
AutoCAD SHX Text (verify dimensions)
AutoCAD SHX Text See Sheet 9 for handrail details
AutoCAD SHX Text (verify dimensions)
AutoCAD SHX Text Anchor bolt see detail this sheet
AutoCAD SHX Text 34" x 9"
AutoCAD SHX Text HILTI HVU adhesive anchor
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Top of ext'g concrete
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam
AutoCAD SHX Text Beam Saddle B, see detail on sheet 9
AutoCAD SHX Text 2-3x10x16'-0" backing planks
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 12" x 7" bolts w/malleableiron washers (typical)
AutoCAD SHX Text 12" x 7" boltsw/malleable iron washers (typical)
AutoCAD SHX Text 3x10 x 1'-7 " 12" vertical plank
AutoCAD SHX Text 3x10 x 1'-7 " 12" vertical plank
AutoCAD SHX Text Existing
AutoCAD SHX Text Anchor bolt see detail this sheet
AutoCAD SHX Text Beam Saddle B, see detail on sheet 9
AutoCAD SHX Text 3x10 backing planks
AutoCAD SHX Text Attach each backing plank to each beam w/ 2-5" GRK RSS screws
AutoCAD SHX Text Attach top backing plank to deck plank w/5" GRK RSS screws @ 12" o.c.
AutoCAD SHX Text Existing concrete footing
AutoCAD SHX Text Beam Saddle B, see detail on sheet 9
AutoCAD SHX Text End of beams
AutoCAD SHX Text Rock armor
AutoCAD SHX Text Scour countermeasure: Remove loose material, form and pour flowable, lean concrete mix with 28 day strength of 750 psi
AutoCAD SHX Text
NOTE: REMOVE EXISTING STEEL BOLTS AND HARDWARE IN TOP OF FOOTING
AutoCAD SHX Text Asphalt paving
AutoCAD SHX Text Ext'g ground
AutoCAD SHX Text Field verify
Field verify
POST CONNECTION DETAIL
BEAM CONNECTION DETAILS
PLAN - INTERIOR CONNECTION
SECTION B-B
B
PLAN - CORNER CONNECTION
B B
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
C:
\U
SE
RS
\D
AV
ID
SC
OV
EL
L\
DO
CU
ME
NT
S\
BR
ID
GE
P
RO
JE
CT
S\
LO
FT
ON
P
IE
R\
AC
AD
\F
IS
HI
NG
P
LA
TF
OR
M
DR
AW
IN
GS
.D
W G
(R06)
PACIFIC NORTHWEST REGION
LOFTON FISHING
PIER
FREMONT-WINEMA
NATIONAL FOREST
BLY RANGER DISTRICT
GENERAL DETAILS
6/19/2023 -
David Scovell
David Scovell
Kathy Van Hecke
9 9BEAM SADDLE DETAIL B BEAM SADDLE DETAIL A
B
SIDE VIEW
PLAN END VIEW
SIDE VIEW
PLAN END VIEW
AutoCAD SHX Text Scale: 1" = 1'-0"
AutoCAD SHX Text Scale: 1 " = 1'-0"12" = 1'-0"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 5 "18"
AutoCAD SHX Text 10 "14"
AutoCAD SHX Text 5 "x15" 18"x15" GL Beam
AutoCAD SHX Text 5 "x 15" GL Beam18"x 15" GL Beam
AutoCAD SHX Text L4x4x "x 1'-1 "516"x 1'-1 "12"
AutoCAD SHX Text L4x4x "516"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 2 "14"
AutoCAD SHX Text 2 "14"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text L4x4x "516"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 78" hole in L4x4,typ. for " bolt34" bolt
AutoCAD SHX Text 34" x 0'-7"bolt & nut
AutoCAD SHX Text " x 1'-1" bolt 34" x 1'-1" bolt & nut w/malleable iron washers (typ.)
AutoCAD SHX Text 2 "14"
AutoCAD SHX Text 2 "14"
AutoCAD SHX Text 3x8 timber decking (rough sawn)
AutoCAD SHX Text 2x8 rail cap (S4S). Fasten to each post w/(2)- x 4" GRK RSS screws516" x 4" GRK RSS screws
AutoCAD SHX Text 4x6 timber post (S4S), fabricate with tapered top and w/(2)- " holes 78" holes at bottom
AutoCAD SHX Text 2x2 (S4S) timber balustrade spaced to provide 4" max. horizontal openings
AutoCAD SHX Text 5 "x15" 18"x15" GL Beam
AutoCAD SHX Text 5 "x15" 18"x15" GL Beam
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Scale: 1" = 1'-0"
AutoCAD SHX Text Pile cover plate See Sheet 7 for details
AutoCAD SHX Text 10" pipe shell
AutoCAD SHX Text
AutoCAD SHX Text Pile
AutoCAD SHX Text Pile
AutoCAD SHX Text 4 "14"
AutoCAD SHX Text 8 "12"
AutoCAD SHX Text 4 "14"
AutoCAD SHX Text Bearing & Beam
AutoCAD SHX Text Bearing
AutoCAD SHX Text 78" holes (typ.)
AutoCAD SHX Text 2"
AutoCAD SHX Text 5 "38"
AutoCAD SHX Text 12"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 1'-2 "38"
AutoCAD SHX Text Beam
AutoCAD SHX Text 5" x 6" x " 12" elastomeric pad (50 durometer)
AutoCAD SHX Text Bearing
AutoCAD SHX Text " holes for 78" holes for34" x 8" lag boltsor " x 9" 34" x 9"anchor bolts
AutoCAD SHX Text 8 "12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8 "12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 2"
AutoCAD SHX Text Bent & Beam
AutoCAD SHX Text
CP
AutoCAD SHX Text Pile cover plate
AutoCAD SHX Text 8 "12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 2"
AutoCAD SHX Text 12"
AutoCAD SHX Text 4 "14"
AutoCAD SHX Text 8 "12"
AutoCAD SHX Text 4 "14"
AutoCAD SHX Text Bearing
AutoCAD SHX Text Scale: 1" = 1'-0"
AutoCAD SHX Text 1" hole for 34" bolt w/washers
AutoCAD SHX Text 8 "x 7 "x " 12"x 7 "x " 12"x " 12" elastomeric pad (50 durometer)
AutoCAD SHX Text
CP
AutoCAD SHX Text Beam
AutoCAD SHX Text Bearing
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text Fasten cap to top rail w/ x 4" 516" x 4" GRK RSS screws spaced @ 18" oc
AutoCAD SHX Text 2x6 rails (S4S). Fasten to each post w/(2)- x 4" GRK RSS screws 516" x 4" GRK RSS screws
AutoCAD SHX Text Fasten balustrade to rails w/(1)- x 4" GRK RSS 516" x 4" GRK RSS screw top & bottom
AutoCAD SHX Text 1" hole for 34" bolt w/washers
AutoCAD SHX Text " x 0'-7" bolt 34" x 0'-7" bolt & nut w/malleable iron washer at head
AutoCAD SHX Text " x 0'-7" bolt 34" x 0'-7" bolt & nut w/malleable iron washer at head
AutoCAD SHX Text 5 "38"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 1'-2 "38"
5 "38"
| 1 - Title Sheet |
| Sheets and Views |
| Layout1 |
| 2 - Vicinity Map |
| Sheets and Views |
| Layout1 |
| 3 - Estimated Quantities and General Notes |
| Sheets and Views |
| ESTIMATE |
| PLOT |
| 4 - Typical Sections |
| Sheets and Views |
| Typical Sections |
| 5 - Site Plan |
| Sheets and Views |
| Site Plan |
| OLE1 |
| 6 - General Layout |
| Sheets and Views |
| General Layout |
| 7 - Foundation Plan and Bent Details |
| Sheets and Views |
| Foundation Details |
| OLE1 |
| 8 - Abutment Details |
| Sheets and Views |
| Abutment Details |
| 9 - General Details |
| Sheets and Views |
| General Details |
| 2023-06-20T13:25:27-0700 | |
| HAILU GABRIEL |
| 2023-06-21T09:18:11-0700 | |
| BENJAMIN GOODIN |
| 2023-06-22T07:55:56-0700 | |
| ERIK FEY |
| 2023-06-20T10:55:57-0700 | |
| Kathryn L. Van Hecke, PE |
| 2023-06-26T13:12:37-0700 | |
| CHRISTY DARDEN |
File details come from the government source that posted it. Updated .