B08_Attach_2-_LVD-KFFO-1653-BFMC-SC_1_25_2021_PLANS.pdf
PDF 4 MB Posted
- Attached to
- KA KFALLS PAVEMENT REHAB AND MAINTENANCE
- Solicitation number
- 140L0621R0039
About this file
This document package includes plans and specifications for a road rehabilitation and maintenance project. The Bureau of Land Management seeks to rehabilitate pavement and perform maintenance on the Burton Flat, Miners Creek, and Spencer Creek Roads near Klamath Falls, Oregon. Work includes full depth reclamation, double chip sealing, and pavement patching along segments of the specified roads. The project also involves drainage improvements such as culvert replacements and ditch cleaning. Materials will be staged at designated stockpile locations. A pre-bid site visit is scheduled for January 25, 2021, with bids due on February 1, 2021. The contract is set to be awarded by March 2021.
The plans provide details on the work scope, specifications, and technical requirements. Maps and drawings show the project locations, existing conditions, and proposed work. Typical road sections, turnout designs, culvert installation procedures, gate and cattle guard construction are illustrated. Estimated quantities, special provisions, and safety guidelines are included. The Bureau of Land Management will administer the contract through their Klamath Falls Field Office.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B08_Attach_3-_WD_07-16-21.pdf | ||
| B08_Attach_1-KFFO-PAVEMENT_REHAB_Specs_BFMC_8_4_2021.pdf | ||
| Sol_140L0621R0039.pdf | ||
| B08_Attach_4-Price_Schedule_BFMC(FY21).xlsx | XLSX spreadsheet |
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LOCATION MAP
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FLORENCE
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NEWPORT
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REEDSPORT
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COOS BAY
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DISTRICT OFFICE
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ROSEBURG
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DISTRICT OFFICE
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MEDFORD
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EUGENE
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LAKEVIEW
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BURNS
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VALE
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PRINEVILLE
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SNAKE
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RIVER
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COLUMBIA
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RIVER
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BEND
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THE
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DALLAS
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ARLINGTON
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PENDLETON
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BAKER
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CITY
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KLAMATH FALLS
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GRANTS
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PASS
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ASTORIA
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TILLAMOOK
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OREGON
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SALEM
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LAKEVIEW DISTRICT,OREGON
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DRAWING NO.
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DATE:
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DRAWN:
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SHEET OF
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SCALE:
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RESOURCE AREA MANAGER
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DISTRICT ENGINEER
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BUREAU OF LAND MANAGEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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ENGINEERING APPROVAL
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SUBMITTED
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ADM, OPERATIONS
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DIVISION OF OPERATIONS
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REV. NO.
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DESCRIPTION
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LAKEVIEW DISTRICT
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DATE
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KLAMATH FALLS FIELD OFFICE
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R. SMITH
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LVD-KFFO-1653-BFMC-SC
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NTS
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ROAD REHABILITATION & MAINTENANCE
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BURTON FLAT, MINERS CREEK & SPENCER CREEK ROAD
PROJECT LOCATION
R.S.
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MP 0.00
BURTON FLAT
MP 0.00
SPENCER CREEK
MP 0.00
MINERS CREEK
MP 4.12
BURTON FLAT
MP 2.40
MINERS CREEK
MP 4.10
SPENCER CREEK
10 MILES
TO KENO, OR
22 MILES TO
KLAMATH FALLS, OR
NOTE:
HIGHLIGHTED ROAD SEGMENTS INDICATE WHERE THE PROPOSED
WORK WILL TAKE PLACE. BURTON FLAT AND MINERS CREEK
PROPOSED PAVEMENT REHAB CONSTITUTES THE BASE BID, AND
SPENCER CREEK PROPOSED PAVEMENT MAINTENANCE IS AN OPTION
ITEM. HIGHLIGHTED SECTIONS ARE REPRESENTATIVE, WORK ITEMS
WILL BE STAKED IN THE FIELD.
ROCK PILE/QUARRY LOCATIONS IDENTIFIED ON THE MAP CAN BE
USED FOR MATERIAL STAGING.
PAVEMENT MAINT. (OPTION ITEM)
FULL DEPTH RECLAMATION AND
DOUBLE COURSE CHIP SEAL
DOUBLE COURSE CHIP SEAL
42 MILES TO
WHITE CITY, OR
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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AS SHOWN
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ROBERT SMITH
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SITE MAP
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ALWAYS
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SAFETY
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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STEVEN BOYER
11-23-2020 3
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ALWAYS
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ESTIMATED QUANTATIES
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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FILL SLOPE 2:1 TYPICAL AND 1.5:1 IN MOUNTAINOUS TERRAIN
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FOR 3:1 TAPER OF SURFACE AND BASE MATERIAL
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SLOPE 2-3% - AVG. IS 2.5%
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PROVIDE 1' FLAT BOTTOM DITCH WHERE FLOW AND TERRAIN ALLOWS
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18' TYPICAL FOR A 14' TRAVEL WAY
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CUT SLOPE TYP. IN MOUNTAINOUS TERRAIN
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TYPICAL CROWNED SECTION
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2B DOUBLE COURSE CHIP SEAL PER TABLE 407-2; FP-14
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FILL SLOPE 2:1 TYPICAL AND 1.5:1 IN MOUNTAINOUS TERRAIN
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FOR 3:1 TAPER OF SURFACE AND BASE MATERIAL
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SUPERELEVATION RATE SLOPE 2-6%
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PROVIDE 1' FLAT BOTTOM DITCH WHERE FLOW AND TERRAIN ALLOWS
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18' TYPICAL FOR A 14' TRAVEL WAY
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CUT SLOPE TYP. IN MOUNTAINOUS TERRAIN
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2B DOUBLE COURSE CHIP SEAL PER TABLE 407-2; FP-14
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TYPICAL SUPERELEVATED SECTION
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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APPROVED
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TYPICAL ROAD SECTIONS
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6" MIN
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LIMITS
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2-3% CROWN
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(VARIABLE DISTANCE)
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ROAD PRISM
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BRUSHING
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2-6% SUPER ELEVATION RATE
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(VARIABLE DISTANCE)
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ROAD PRISM
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TYPICAL SUPER EVELATED CURVE CROSS SECTION
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BRUSHING
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6" MIN
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VARIABLE DISTANCE BETWEEN RUNNING SURFACE AND START OF FILL AND CUT SLOPE
AutoCAD SHX Text ALL AREAS WITHIN THE VARIABLE DISTANCE SHALL BE FREE OF ALL VEGETATION CAPABLE OF GROWING 1 FOOT IN HEIGHT OR HIGHER AND ALL OVERHANGING LIMBS AND BRANCHES 14 FEET IN ELEVATION ABOVE THE SUBGRADE.
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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ROBERT SMITH
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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ALWAYS
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THINK
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BRUSHING DETAIL
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J. LULICH
11-23-2020 6
LVD-KFFO-1653-BFMC-SC
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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CURVE BRUSHING DETAIL
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11-23-2020 7
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NOTE:
THIS DETAIL DRAWING IS A STANDARD BLM DRAWING FOR CONSTRUCTING
TURNOUTS. NO TURNOUTS WILL BE CONSTRUCTED UNDER THIS CONTRACT. THE
DRAWING IS INTENDED TO SHOW TYPICAL DIMENSION OF EXISTING TURNOUTS THAT
WERE USED IN THE CALCULATION OF AREAS FOR CONTRACTED QUANTITIES. SEE
SHEET 3 FOR DIMENSIONS USED IN AREA CALCULATIONS.
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%%UFILL
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ORIGINAL GROUND LINE
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SEE PLAN
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TURNOUT LEFT OR RIGHT
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SLOPE
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PROFILE POINT
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PROFILE POINT
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HINGE POINT
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HINGE POINT
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%%UNOTE:
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1. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
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FOLLOWING THE ENGLISH UNITS.
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VARIABLE
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& PROFILE SHEET
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SEE PLAN
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& PROFILE SHEET
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HINGE POINT
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HINGE POINT
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HINGE POINT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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ROBERT SMITH
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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ALWAYS
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THINK
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SAFETY
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TURNOUT DETAIL
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LVD-KFFO-1653-BFMC-SC
NOTE:
THE METRIC CONVERSTIONS ARE
PROVIDED IN PARENTHESIS
FOLLOWING THE ENGLISH UNITS.
NOTE:
THIS DETAIL DRAWING IS A STANDARD BLM DRAWING FOR INSTALLING CULVERTS.
DRAWING DEPICTS DETAILS TYPICAL OF STEEL CULVERTS. THE DRAWING IS INTENDED
TO SHOW TYPICAL INSTALLATION SCENARIOS AND COMPONENTS OF CULVERTS. DUAL
WALL HDPE SMOOTH INTERIOR PIPE WILL BE INSTALLED UNDER THIS CONTRACT. PIPE
JOINTS SHALL BE SOIL AND WATERTIGHT. ALL PIPE COMPONENTS SHALL BE OF A
SINGLE MANUFACTURE CONFORMING TO CONTRACT SPECIFICATIONS.
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%%UCULVERT INSTALLATION TYPES
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BEDDING OF CULVERTS
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SEE DITCH DIKE PLAN
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NATURAL CHANNEL
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SURFACE
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ABOVE STREAM BED
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%%UTYPE 1
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%%UTYPE 3
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MUST DISCHARGE ON
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NATURAL GROUND
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FIRMLY TAMPED
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MIN.12'
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OR AS STAKED
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GRADE SHALL BE AS
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STAKED OR AS SHOWN
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ON THE PLANS
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CULVERT INLET &
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OUTLET DITCHES &
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OTHER DRAINAGE
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DITCHES EXCEPT
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PIPE
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%%UCONNECTION ANGLE DETAIL
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AT CREST OF COR-
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WHERE REQUIRED,
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CONNECTION OPTIONAL
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DIAMETER
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8 SPACES AS REQUIRED
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TO FIT THE HELIX ANGLE
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%%UTYPE A
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%%UTYPE D
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%%UTYPE C
AutoCAD SHX Text 2 2/3" x 1/2" (68 x 13 mm) CORRUGATIONS
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AutoCAD SHX Text A
AutoCAD SHX Text DIMENSION A 7" (178 mm) MIN.
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BETWEEN DIMPLES AS REQUIRED TO
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FIT THE HELIX ANGLE
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%%UEND VIEW
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BAND
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4 RODS AND LUGS
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PIPE
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CAST LUG
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WATERTIGHT JOINT GASKET
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WHERE REQUIRED,
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BAND
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CAST LUG,
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WATERTIGHT JOINT GASKET
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WHERE REQUIRED,
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UNIVERSAL
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COUPLING BAND
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%%UTOP VIEW
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BAND
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PIPE
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%%USECTION THRU DIMPLE
AutoCAD SHX Text 3 1/2" (89 mm) BOLTS
AutoCAD SHX Text (13 mm)
AutoCAD SHX Text 12" Min.
AutoCAD SHX Text (51 x 51 x 5 mm)
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%%UTOP VIEW
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PIPE
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DIAMETER
AutoCAD SHX Text 12-21
AutoCAD SHX Text 24-54
AutoCAD SHX Text 60-84
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ROD
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DIA.
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NARROW BAND
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AutoCAD SHX Text 36-54
AutoCAD SHX Text 60-84
AutoCAD SHX Text 84-120
AutoCAD SHX Text 3/8
AutoCAD SHX Text 1/2
AutoCAD SHX Text 5/8
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CORRUGATION
AutoCAD SHX Text 3" X 1"
AutoCAD SHX Text 2 2/3"
AutoCAD SHX Text X 1/2"
AutoCAD SHX Text
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AutoCAD SHX Text 3" x 1" (76 X 25 mm) CORRUGATIONS
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SHEET 4A
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SHEET 4A
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SEE DETAIL Z-1,
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SHEET 4C
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SEE NOTE 3,
AutoCAD SHX Text 42" (1067 mm) DIA., AutoCAD SHX Text
SEE SPECIFICATIONS
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SEE THE SPECIFICATIONS
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SEE NOTE 3,
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SEE THE SPECIFICATIONS
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SEE NOTE 3,
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SHEET 4A
AutoCAD SHX Text (51 x 51 x 5 mm)
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BOLTS
AutoCAD SHX Text (76 X
AutoCAD SHX Text (68 X
AutoCAD SHX Text 152-254
AutoCAD SHX Text Inches
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AutoCAD SHX Text 305-381
AutoCAD SHX Text 610-2134
AutoCAD SHX Text 457-2134
AutoCAD SHX Text Inch
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DIAMETER
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PIPE
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ANN.
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HEL.
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AutoCAD SHX Text 914-2134
AutoCAD SHX Text 914-3048
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AutoCAD SHX Text Inch
AutoCAD SHX Text 2" x 2" x 3/16"
AutoCAD SHX Text (305 mm)
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ROD
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AutoCAD SHX Text 25 mm)
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AutoCAD SHX Text 305-533
AutoCAD SHX Text 610-1372
AutoCAD SHX Text 1524-2134
AutoCAD SHX Text 914-1372
AutoCAD SHX Text 1524-2134
AutoCAD SHX Text 2134-3048
AutoCAD SHX Text 1/2"
AutoCAD SHX Text # of 1/2"
AutoCAD SHX Text (13 mm)
AutoCAD SHX Text
BOLTS
AutoCAD SHX Text 13 mm)
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ALWAYS
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THINK
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SAFETY
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DESIGNED
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REVIEWED
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APPROVED
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DRAWN:
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DATE:
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DRAWING NO.
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SCALE:
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SHEET
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OF
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AS SHOWN
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ROBERT SMITH
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KLAMATH FALLS CHIP SEAL
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AND PAVEMENT MAINTENANCE
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CULVERT DETAILS
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J. LULICH
11-23-2020 9
LVD-KFFO-1653-BFMC-SC
AutoCAD SHX Text 6"
AutoCAD SHX Text 9"
AutoCAD SHX Text 1"-6"
AutoCAD SHX Text
SEE DETAIL B
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SEE DETAIL C
AutoCAD SHX Text 2" (51 mm) 0
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SCH. 80 PIPE
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AutoCAD SHX Text 2" (51 mm) 0
AutoCAD SHX Text
AutoCAD SHX Text 1/4
AutoCAD SHX Text
AutoCAD SHX Text 2"(51 mm) 0 SCH.40 PIPE
AutoCAD SHX Text 2" (51 mm) 0
AutoCAD SHX Text 1/4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MITER & BEVEL
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ENDS OF PIPE
AutoCAD SHX Text 2" (51 mm) 0
AutoCAD SHX Text
SCH. 40 PIPE
AutoCAD SHX Text
AutoCAD SHX Text 2" (51 mm) 0
AutoCAD SHX Text
AutoCAD SHX Text
MITER & BEVEL
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ENDS OF PIPE
AutoCAD SHX Text 1/4
AutoCAD SHX Text 46 41'
AutoCAD SHX Text 46 41'
AutoCAD SHX Text 4" (102 mm)
AutoCAD SHX Text 3 5/16" R
AutoCAD SHX Text 4 1/2" (114 mm)
AutoCAD SHX Text 6 1/2"
AutoCAD SHX Text 2 1/4" R
AutoCAD SHX Text 2 1/2"0
AutoCAD SHX Text
HOLE
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AutoCAD SHX Text P 4 1/2" x 1/2" x 7"
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text P 4" x 1/4" x 4"
AutoCAD SHX Text 4" (102 mm)
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FIELD WELD
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WELD ALL AROUND
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WELD THIS SIDE
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WELD OTHER SIDE
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1. THE EXPOSED SURFACE OF THE CONC. SHALL BE
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CROWNED TO SHED WATER.
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text %%uWELDING SYMBOLS LEGEND
AutoCAD SHX Text %%uLATCH DETAIL A
AutoCAD SHX Text %%uDETAIL B
AutoCAD SHX Text %%uDETAIL C
AutoCAD SHX Text %%uDETAIL D
AutoCAD SHX Text %%uDETAIL E
AutoCAD SHX Text
(2 REQD.)
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(2 REQD.)
AutoCAD SHX Text %%uHINGE POST DETAIL
AutoCAD SHX Text %%uELEVATION
AutoCAD SHX Text %%uPLAN
AutoCAD SHX Text 3'-3"
AutoCAD SHX Text *4'-0"
AutoCAD SHX Text
8'-0" MIN.
AutoCAD SHX Text 4" (102 mm)
AutoCAD SHX Text 6" (152 mm)
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 4" (102 mm)
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2" (51 mm) 0 SCH. 40 PIPE
AutoCAD SHX Text
AutoCAD SHX Text 2" (51 mm) 0 SCH. 80 PIPE
AutoCAD SHX Text
AutoCAD SHX Text
SEAL WELD &
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GRIND SMOOTH
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ON OTHER SIDE
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SEE DETAIL E
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SEE GUSSET DETAIL D
AutoCAD SHX Text
GRADE @ C OF ROAD
AutoCAD SHX Text L
AutoCAD SHX Text
SEE DETAIL E
AutoCAD SHX Text P 4 1/2" O.D. x 2 1/2" I.D. x 1/2" (2 REQ'D.)
AutoCAD SHX Text 2" (51 mm) 0 SCH. 40 PIPE
AutoCAD SHX Text
AutoCAD SHX Text 1/4
AutoCAD SHX Text
FIELD WELD TO
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POST AFTER GATE
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IN POSITION
AutoCAD SHX Text 1/4
AutoCAD SHX Text 1/4
AutoCAD SHX Text BAR, 2" x 1/4" x 3" (M/F SCRAP)
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(4 REQ'D. EA. POST)
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* = HOLD THIS DIMENSION
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WHEN SETTING POST
AutoCAD SHX Text 6"
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24"0 MIN.
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AutoCAD SHX Text
AutoCAD SHX Text 24"0
AutoCAD SHX Text
MIN.
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MIN.
AutoCAD SHX Text 24"0
AutoCAD SHX Text 4 1/2" (114 mm)
AutoCAD SHX Text 18'-2"
AutoCAD SHX Text 3" (76 mm) ANGLE IRON 1'-0" (305 mm) LONG WITH A HOOK
AutoCAD SHX Text MADE FROM 7" (178 mm) STEEL ROD WELDED TO NUT.
AutoCAD SHX Text
LAG BOLT IS PASSED THROUGH THE NUT &
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WELDED TO THE ANGLE.
AutoCAD SHX Text 6" (152 mm) 0 SCH. 80 PIPE x 8'-0" (2438 mm) LONG MIN.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 4" (102 mm) 0 SCH. 40 PIPE x 7'-6" (2286 mm) LONG
AutoCAD SHX Text
* HOLD THESE DIMENSIONS
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WHEN SETTING POSTS.
AutoCAD SHX Text
AutoCAD SHX Text
GRADE @ C OF ROAD
AutoCAD SHX Text L
AutoCAD SHX Text 6" (152 mm)
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text *4'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text 2" (51 mm) 0 SCH. 40
AutoCAD SHX Text
2" 0 SCH. 80 PIPE
AutoCAD SHX Text
AutoCAD SHX Text 1/4
AutoCAD SHX Text
TYP.
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text
FILL POST TOP W/CONC.
AutoCAD SHX Text 18'-2" (5537 mm)
AutoCAD SHX Text 5'-8" (1727 mm)
AutoCAD SHX Text 5'-8" (1727 mm)
AutoCAD SHX Text 5'-8" (1727 mm)
AutoCAD SHX Text 7 1/2" (191 mm)
AutoCAD SHX Text 17'-0" (5182 mm)
AutoCAD SHX Text 1'-3" (381 mm)
AutoCAD SHX Text
FILL POST TOP
AutoCAD SHX Text
W/CONCRETE
AutoCAD SHX Text
AutoCAD SHX Text 2" (51 mm) 0 SCH. 80 PIPE
AutoCAD SHX Text
SEE DWG. 02824-8(B)
AutoCAD SHX Text
LOCK BOX
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SEE LATCH DETAIL A
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text *3'-6"
AutoCAD SHX Text
FIELD ADJUST
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(2 REQ'D.)
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 6" (152 mm) 0 SCH. 80
AutoCAD SHX Text (5537 mm)
AutoCAD SHX Text 6 1/2" (165 mm)
AutoCAD SHX Text (51 mm)
AutoCAD SHX Text (1067 mm)
AutoCAD SHX Text (762 mm)
AutoCAD SHX Text (1219 mm)
AutoCAD SHX Text (1524 mm)
AutoCAD SHX Text (1067 mm)
AutoCAD SHX Text (1524 mm)
AutoCAD SHX Text (610 mm)
AutoCAD SHX Text (610 mm)
AutoCAD SHX Text (381 mm)
AutoCAD SHX Text (457 mm)
AutoCAD SHX Text (229 mm)
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text
SCH. 80 PIPE
AutoCAD SHX Text
SCH. 80 PIPE
AutoCAD SHX Text
SCH. 40 PIPE
AutoCAD SHX Text (102 x 6 x 102 mm)
AutoCAD SHX Text (165 mm)
AutoCAD SHX Text (84 mm)
AutoCAD SHX Text (57 mm)
AutoCAD SHX Text (64 mm)
AutoCAD SHX Text (114 x 13 x 178 mm)
AutoCAD SHX Text (114 x 63 x 13 mm)
AutoCAD SHX Text (1067 mm)
AutoCAD SHX Text (762 mm)
AutoCAD SHX Text (991 mm)
AutoCAD SHX Text (1219 mm)
AutoCAD SHX Text (2438 mm)
AutoCAD SHX Text (610 mm)
AutoCAD SHX Text (51 x 6 x 76 mm)
AutoCAD SHX Text
2. THE METRIC CONVERSIONS ARE PROVIDED IN
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PARENTHESIS FOLLOWING THE ENGLISH UNITS.
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text 1/4
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text PIPE x 8'-0" (2438 mm) LONG (MIN.)
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
REVIEWED
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APPROVED
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DRAWN:
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DATE:
AutoCAD SHX Text
DRAWING NO.
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SCALE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
ROBERT SMITH
AutoCAD SHX Text
KLAMATH FALLS CHIP SEAL
AutoCAD SHX Text
AND PAVEMENT MAINTENANCE
AutoCAD SHX Text
ALWAYS
AutoCAD SHX Text
THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
STEEL GATE DETAIL
AutoCAD SHX Text
J. LULICH
11-23-2020 10
LVD-KFFO-1653-BFMC-SC
AutoCAD SHX Text STRINGERS MAX. 24" O.C. (610 mm)
AutoCAD SHX Text 1/4" (6 mm) HEADER PLATE
AutoCAD SHX Text
SIDE PLATE HEIGHT
AutoCAD SHX Text 1/4" (6 mm) HEADER PLATE
AutoCAD SHX Text
WELD RAILS TO
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ALL JUNCTURES
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SEE DETAIL A
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SEE DETAIL A
AutoCAD SHX Text
ANCHOR CLIPS, BOTH SIDES
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(FURNISHED LOOSE AND
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FIELD WELDED, OR SHOP
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WELD, AS SPECIFIED.)
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text 1/4" (6 mm) END PLATE
AutoCAD SHX Text (5 mm)
AutoCAD SHX Text
TYP.
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WELD TOP
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RADIUS OF
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RAILS TO END
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PLATE.
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TYP.
AutoCAD SHX Text (5 mm)
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SIDE PLATE
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BOTH SIDES
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TYP.
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text 3" x 3" x 3/8"
AutoCAD SHX Text
%%USIDE PLAN
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%%UTOP PLAN
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
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%%UTORQUE ROD CONNECTION
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%%UANCHOR CLIP DETAIL
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%%UDETAIL B
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%%USECTION X-X
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%%UDETAIL A
AutoCAD SHX Text 6" O (152 mm) SCH. 80 PIPE STRINGERS
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AutoCAD SHX Text
WELD ALL AROUND TO HEADER P
AutoCAD SHX Text L
AutoCAD SHX Text 's.
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AutoCAD SHX Text
SIDE PLATE
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DRILL HOLES TO
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MATCH WING,
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BOTH SIDES.
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text
TYP.
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TORQUE BAR
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LOCATIONS FOR
AutoCAD SHX Text 8'-0" (2438 mm)
AutoCAD SHX Text
GRID. FOR OTHER
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WIDTH GRIDS
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MIN. 4 BARS
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REQ'D, LOCATED
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AT ENDS &
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CENTERED ON
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GRID.
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TYP.
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text
AutoCAD SHX Text
ROD, 5/8" O
AutoCAD SHX Text
AutoCAD SHX Text
6" O PIPE
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AS REQUIRED ON WORK DATA SHEET. SEE DETAIL C.
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%%UNOTES:
AutoCAD SHX Text SHOWN, AND WELDED WITH 3/16" (5 mm) FILLET WELDS TO TOP OF RAILS
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SEE DETAIL B.
AutoCAD SHX Text (64 mm)
AutoCAD SHX Text x 1 1/4"
AutoCAD SHX Text 2 1/2" (64 mm) 0 SCH. 80 PIPE RAILS
AutoCAD SHX Text 1 1/4" (32 mm)
AutoCAD SHX Text 1 1/4"-1 1/2"
AutoCAD SHX Text 15 RAILS MAX. 4 1/2" (114 mm) CLEAR SPACE
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
STRINGER
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CENTERED
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BET. RAILS
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RAIL
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%%UMODIFICATION FOR WILD HORSES
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#8, GRADE-
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40, REBAR
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CENTERED
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BETWEEN
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PIPE RAILS.
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1. DESIGN LOADING OF GRID CONFORMS TO AASHTO H-20-44.
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2. PROVIDE 4-1 1/2" x 1/4" (38 x 6 mm) TORQUE BARS, FULL LENGTH, SPACED AS
AutoCAD SHX Text
3. END PLAT FLUSH WITH, AND WELDED TO, RAILS.
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TYP.
AutoCAD SHX Text (5 mm)
AutoCAD SHX Text
mm) TORQUE BAR
AutoCAD SHX Text
ROD, 5/8"
AutoCAD SHX Text (5 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text (6 mm)
AutoCAD SHX Text
PLATE
AutoCAD SHX Text
ANCHOR CLIP
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6" 0 PIPE
AutoCAD SHX Text 2" (51 mm)
AutoCAD SHX Text 0 x 1 1/4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SEE SPECIFICATIONS
AutoCAD SHX Text
SEE SPECIFICATIONS
AutoCAD SHX Text
SEE DETAIL C
AutoCAD SHX Text
4. THE METRIC CONVERSIONS ARE PROVIDED IN PARENTHESIS
AutoCAD SHX Text
FOLLOWING THE ENGLISH UNITS.
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text 1/4"x1 1/2" (6x38
AutoCAD SHX Text
LONG
AutoCAD SHX Text
1/4" END
AutoCAD SHX Text 3/16"
AutoCAD SHX Text (16 x 32 mm)
AutoCAD SHX Text (76 x 76 x 10 mm)
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text (152 mm)
AutoCAD SHX Text
2 1/2" 0 PIPE
AutoCAD SHX Text LONG (16 x 32 mm)
AutoCAD SHX Text 1/4"
AutoCAD SHX Text (32-38 mm)
AutoCAD SHX Text (76 mm)
AutoCAD SHX Text (76 mm)
AutoCAD SHX Text (10 mm)
AutoCAD SHX Text (76 mm)
AutoCAD SHX Text 3"
AutoCAD SHX Text (25 mm)
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 1/4" (6 mm)
AutoCAD SHX Text
%%UDETAIL C
AutoCAD SHX Text
%%UWELDING SYMBOLS LEGEND:
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FILLET WELD THIS SIDE
AutoCAD SHX Text
FILLET WELD BOTH SIDES
AutoCAD SHX Text
FILLET WELD ALL AROUND
AutoCAD SHX Text
ALWAYS
AutoCAD SHX Text
THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
APPROVED
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DRAWN:
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DATE:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
ROBERT SMITH
AutoCAD SHX Text
KLAMATH FALLS CHIP SEAL
AutoCAD SHX Text
AND PAVEMENT MAINTENANCE
AutoCAD SHX Text
CATTLE GUARD DETAIL
AutoCAD SHX Text
J. LULICH
11-23-2020 11
LVD-KFFO-1653-BFMC-SC
CULVERT WITH CRUSHED INLET
MINERS CREEK ROAD
CLOGGED DRAINAGE DITCHES
MINERS CREEK ROAD
FAILED CHIP SEAL SURFACE
INADEQUATE DRAINAGE
MINERS CREEK ROAD
FAILED CHIP SEAL SURFACE
MINERS CREEK ROAD
CATTLE GUARD
BURTON FLAT ROAD
PATCHING, EDGE DETERIORATION AND
DITCHES CLOGGED WITH BRUSH
BURTON FLAT ROAD
PATCHING
BURTON FLAT ROADMATERIAL STAGING LOCATION
ADD TWO GATES
MINERS CREEK ROAD
TYPICAL SURFACE CRACKING
SPENCER CREEK ROAD
POT HOLES
BURTON FLAT ROAD
POT HOLES AND PATCHING
BURTON FLAT ROAD
AutoCAD SHX Text
ALWAYS
AutoCAD SHX Text
THINK
AutoCAD SHX Text
SAFETY
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
REVIEWED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DRAWN:
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DATE:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SCALE:
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SHEET
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OF
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AS SHOWN
AutoCAD SHX Text
ROBERT SMITH
AutoCAD SHX Text
PROJECT PHOTOS
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KLAMATH FALLS CHIP SEAL
AutoCAD SHX Text
AND PAVEMENT MAINTENANCE
AutoCAD SHX Text
J. LULICH
| Sheets and Views |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET1 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET2 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET3 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET4 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET5 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET6 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET7 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET8 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET9 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET10 |
| KF.COVERSHEET.11X17.BFMC.12.11.2020-SHEET11 |
| 2021-01-25T13:00:45-0800 | |
| KEVIN HEATLEY |
| 2021-01-25T16:21:10-0800 | |
| MICHAEL LIMB |
| 2021-01-25T16:27:49-0800 | |
| JAMES FORBES |
File details come from the government source that posted it. Updated .