B08_SectionC_Attach3__DrawingsPhotos.pdf

PDF 3 MB Posted

Attached to
RDO_LONE PINE CAMPGROUND RESTORATION_DOU Federal contract opportunity
Solicitation number
140L4325R0025
Issued by
Department of the Interior Bureau of Land Management Oregon-Washington

About this file

These are engineering design drawings for the Lonepine Campground Repairs project for the Bureau of Land Management's Roseburg District in Oregon. The six-sheet document includes a location map, plan view, and detailed technical specifications for campground infrastructure improvements. Key project components include:

Planned repairs and upgrades involve a 435-ton asphalt overlay for the campground loop road and parking areas, speed bump reconstruction, fence repairs, and pavilion/rafter restoration. Specific technical details include preparing asphalt surfaces by cleaning and crack sealing, reinstalling speed bumps with yellow paint, repairing wooden rail fences, and addressing damaged rafter ends with custom fabricated repair blocks. The project site is located in the Roseburg District, with geographic references to Cooper Creek Reservoir and surrounding county roads, and includes existing campground features like a volleyball court, well head, pavilion, and vault toilets.

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Other files for this federal contract opportunity

Other files attached to RDO_LONE PINE CAMPGROUND RESTORATION_DOU, newest first.
File Type Posted
B08_Solicitation_L4325R0025_Line_Pine_Campground_Restor.pdf PDF
B08_SectionJ_Attach4_CWD_OR20250085_effective7_11_25.pdf PDF
B08_SectionC_Attach2_Title_Page_PART_VII_Plans_Drawings.pdf PDF
Sol_140L4325R0025.pdf PDF
B08_SectionC_Attach1_Specifications.pdf PDF

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Text version

WASHINGTON

._ PROJECT SITE

GRANTS PASS

"MEDFORD

--<D-

CALIFORNIA

LEGEND

U.S. INTERSTATE HIGHWAY

STATE HIGHWAY

COUNTY ROAD

RIVER

CAMPGROUND

2 0 2 4

MILES

T25S

T26S

T27S

UNITED

RSW

COOPER

CREEK

RESERVOIR

STATES DEPARTMENT OF THE INTERIOR

OF LAND MANAGEMENT BUREAU

ROSEBURG DISTRICT

LONEPINE CAMPGROUND REPAIRS

R4W R3W lANE MTN. �l

R2W

POND

I

WOLF

CREEK

FALLS

27-.3-14 I

SUSAN

INDEX OF SHEETS

TITLE SHEET

PLAN VIEW

DETAIL 2

PICTURES 1

PICTURES 2

REV. NO. DESCRIPTION DATE APPROVED

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DIVISION OF OPERATIONS OREGON STATE OFFICE

LONEPINE CAMPGROUND REPAIRS

TITLE SHEET

ROSEBURG DISTRICT OREGON

ENGINEERING APPROVAL -pP"r-"-LJqc;=:=-------,---1

SUBMITTED

RECOMMENDED

APPROVED

DRAWN: J.RADFORD SCALE: 1

H

= 2 MILES

DATE: 11 / 18/25 SHEET 1 OF 6

DRAWING NO.OR-25-LONEPINE 1 BLM

DETAIL 1

ATTACHMENT 3

PT.

NOTES:

CONTROL POINT TABLE

NORTH EAST ELEV. CP TYPE

9144.02 6096.01 304.8 PK NAIL

8880.08 5943.66 293.8 REBAR AND CAP

9307.70 6171.83 315.3 REBAR AND CAP

9117.41 6289.17 302.93 REBAR AND CAP

EXISTING VOLLEYBALL COURT.

APPROXIMATELY 70'X41 '.

EXISTING WELL HEAD

AND PUMP

EXISTING FENCE

TO BE REPAIRED

1. PREPARE ASPHALT BY CLEANING AN

BROOMING SURFACE

2.

3.

APPLY CRACK SEAL TO CRACKING IN

ASPHALT PRIOR ASPHALT APPLICATION

CAMPGROUND LOOP ROAD AND CAMPSITE

PARKING AREAS TO BE OVERLAID WITH 2"

ASPHALT LAYER. APPROXIMATE ASPHALT IS

435 TONS.

LONEPINE PAVILION

VAULT TOILETS

PUMPHOUSE & ELECTRICAL

METER LOCATION AND

PANEL

EXISTING SPEED BUMP, TO BE

RE-INSTALLED AND PAINTED

LEGEND

---EDGE OF ROAD

C C FENCELINE

© CONTROL POINTS

• STUMP

.. PAINTED ARROW

ASPHALT OVERLAY

435 TONS

80' 0 80'

FEET

REV. NO. DESCRIPTION DATE APPROVED

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DIVISION OF OPERATIONS OREGON STATE OFFICE

LONEPINE CAMPGROUND REPAIRS

PLAN VIEW

ROSEBURG DISTRICT OREGON

DESIGNED

REVIEWED

APPROVED

J. Radford

M. Hatfield

M. Hatfield

DRAWN: J.RADFORD SCALE: 1 "=80'

DATE: 5/25/25 SHEET 2 OF 6

DRAWING NO.OR-25-LONEPINE #2 BLM

AutoCAD SHX Text

LONEPINE PAVILION

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VAULT TOILETS

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FIREWOOD SHED

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PUMPHOUSE & ELECTRICAL METER LOCATION AND PANEL

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EXISTING VOLLEYBALL COURT. APPROXIMATELY 70'X41'.

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ROCK CREEK ACCESS ROAD

AutoCAD SHX Text 1 5

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EXISTING WELL HEAD AND PUMP

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HANDICAP PARKING

AutoCAD SHX Text 2 6

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EXISTING SPEED BUMP, TO BE RE-INSTALLED AND PAINTED

AutoCAD SHX Text 1 3

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EXISTING ENTRANCE GATE

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EXISTING FENCE TO BE REPAIRED

AutoCAD SHX Text 5 3

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SHEET

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SCALE:

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DATE:

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DRAWN:

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DRAWING NO.

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OF

AutoCAD SHX Text UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT DIVISION OF OPERATIONS OREGON STATE OFFICE

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REVIEWED

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APPROVED

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DESIGNED

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REV. NO.

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DATE

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DESCRIPTION

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APPROVED

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BLM

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ROSEBURG DISTRICT OREGON

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OR-25-LONEPINE #2

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AutoCAD SHX Text 1"=80'

AutoCAD SHX Text 5/25/25

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J.RADFORD

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LONEPINE CAMPGROUND REPAIRS

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CONTROL POINT TABLE

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PT.

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NORTH

AutoCAD SHX Text 9144.02

AutoCAD SHX Text 8880.08

AutoCAD SHX Text 9307.70

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EAST

AutoCAD SHX Text 6096.01

AutoCAD SHX Text 5943.66

AutoCAD SHX Text 6171.83

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ELEV.

AutoCAD SHX Text 304.8

AutoCAD SHX Text 293.8

AutoCAD SHX Text 315.3

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CP TYPE

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PK NAIL

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FEET

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AutoCAD SHX Text 80'

AutoCAD SHX Text 160'

AutoCAD SHX Text 80'

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AutoCAD SHX Text 9117.41

AutoCAD SHX Text 6289.17

AutoCAD SHX Text 302.93

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REBAR AND CAP

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LEGEND

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EDGE OF ROAD

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FENCELINE

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CONTROL POINTS

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STUMP

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PAINTED ARROW

AutoCAD SHX Text NOTES: 1. PREPARE ASPHALT BY CLEANING AN PREPARE ASPHALT BY CLEANING AN BROOMING SURFACE 2. APPLY APPROXIMATELY 1500' OF CRACK APPLY APPROXIMATELY 1500' OF CRACK SEAL TO CRACKING IN ASPHALT 3. CAMPGROUND LOOP ROAD AND CAMPSITE CAMPGROUND LOOP ROAD AND CAMPSITE PARKING AREAS TO BE OVERLAID WITH 2" ASPHALT LAYER. APPROXIMATE ASPHALT IS 435 TONS.

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REBAR AND CAP

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REBAR AND CAP

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PLAN VIEW

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ASPHALT OVERLAY 435 TONS

AutoCAD SHX Text J. Radford

AutoCAD SHX Text M. Hatfield

AutoCAD SHX Text M. Hatfield

CONSTRUCT ASPHALT SPEED BUMP

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PROVIDE SMOOTH TRANSITION TO ROADWAY

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SPEED BUMP TO BE PAINTED YELLOW

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EDGE OF ROAD

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2" ASPHALT OVERLAY

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EXISTING ASPHALT

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EXISTING GROUND

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BACKFILL MATERIAL TO BE SLOPED AT 3:1 OR FLATTER, TYPICAL BOTH SIDES

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RAILS SHALL BE FLUSH WITH FACE OF POST

AutoCAD SHX Text 7 " X 7 " SAW SIZED 14" X 7 " SAW SIZED 14" SAW SIZED ROUGH, PRESSURE TREATED POST WITH 1" X 45° CHAMFERED TOP

AutoCAD SHX Text

STAGGER RAIL JOINTS

AutoCAD SHX Text .56" DIA. THRU RAIL, COUNTER BORE RAIL 1.50" DIA. X .50" DEEP. BORE POST .31" DIA. X 4.0" DEEP 2 PLACES EACH RAIL AND POST WHERE RAILS JOIN AND ONLY 2 PLACES WHERE JOINTS ARE STAGGERED AND AT END POST. INSTALL " DIA. X 5" LG LAG BOLTS AND WASHERS.12" DIA. X 5" LG LAG BOLTS AND WASHERS.

AutoCAD SHX Text 1 " X 7 " SAW SIZED, 34" X 7 " SAW SIZED, 14" SAW SIZED, ROUGH, PRESSURE TREATED RAILS.

AutoCAD SHX Text

RAIL POSTS SEE DETAIL

AutoCAD SHX Text 5 3

AutoCAD SHX Text 6 3

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SHEET

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SCALE:

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DATE:

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DRAWN:

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DRAWING NO.

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OF

AutoCAD SHX Text UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT DIVISION OF OPERATIONS OREGON STATE OFFICE

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REVIEWED

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APPROVED

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DESIGNED

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REV. NO.

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DATE

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DESCRIPTION

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APPROVED

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BLM

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ROSEBURG DISTRICT OREGON

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OR-25-LONEPINE #3

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NONE

AutoCAD SHX Text 5/25/25

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J.RADFORD

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LONEPINE CAMPGROUND REPAIRS

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SPEED BUMP

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SCALE: NONE

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DETAIL FENCE

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SCALE: NONE

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DETAIL BOLT

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SCALE: NONE

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DETAIL RAIL POST

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SCALE: NONE

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CONCRETE

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PAINTED ARROWS

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SCALE: NONE

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ASPHALT OVERLAY DETAIL

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SCALE: NONE

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DETAILS 1

AutoCAD SHX Text M. Hatfield

AutoCAD SHX Text M. Hatfield

J. Radford

CUT LINES

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TOP OF RAFTER

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BURNT/DAMAGED SECTION

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GLUE LINES

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CUSTOM FABRICATED GLUELAM BLOCK

AutoCAD SHX Text COUNTER SINK & DRILL PILOT HOLES 1.5" FROM EDGE OF BLOCK AT 6" PENETRATION. USE 0.22 IN. X 6 IN. T40-6-LOBE, WASHER HEAD, STRONG-DRIVE SDWS TIMBEX SCREW, EXTERIOR GRADE SIMPSON STRONG-TIE

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TOP OF RAFTER - FASTENER SPACING

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CUSTOM FABRICATED "GLUE LAM BLOCK"

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FASTENERS CENTERED ON BLOCK

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END OF RAFTER VIEW

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TOP OF RAFTER

AutoCAD SHX Text REPAIR NOTES: 1. APPLY GLUE TO BOTH SURFACE PLANES APPLY GLUE TO BOTH SURFACE PLANES THAT ARE TO BE JOINED. 2. GLUED BLOCK SHALL APPEAR SMOOTH GLUED BLOCK SHALL APPEAR SMOOTH AND SEAMLESS ALONG RAFTER BEAM WITH NO GAPS BETWEEN THE BLOCK AND BEAM. SAND AND FILL WITH SAND AND FILL WITH STAINABLE WOOD FILLER IF NEEDED. BLOCK SHALL NOT PROTRUDE ON TOP OF THE RAFTER OR ON THE END OF THE RAFTER. EDGES AND CORNERS OF BLOCK SHALL MATCH THE EXISTING EDGES AND CORNERS OF BEAMS

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SHEET

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SCALE:

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DATE:

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DRAWN:

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DRAWING NO.

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OF

AutoCAD SHX Text UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT DIVISION OF OPERATIONS OREGON STATE OFFICE

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REVIEWED

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APPROVED

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DESIGNED

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REV. NO.

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DATE

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DESCRIPTION

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APPROVED

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BLM

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ROSEBURG DISTRICT OREGON

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OR-25-LONEPINE #4

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NONE

AutoCAD SHX Text 5/28/25

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J.RADFORD

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LONEPINE CAMPGROUND REPAIRS

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SIDE VIEW - CUT

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SCALE: NONE

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TOP VIEW - REPAIR

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SCALE: NONE

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RAFTER END VIEW

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SCALE: NONE

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DETAILS 2

AutoCAD SHX Text M. Hatfield

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SHEET

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SCALE:

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DATE:

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DRAWN:

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DRAWING NO.

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OF

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REVIEWED

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APPROVED

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DATE

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DESCRIPTION

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APPROVED

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BLM

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ROSEBURG DISTRICT OREGON

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OR-25-LONEPINE #5

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NOT TO SCALE

AutoCAD SHX Text 10/23/2024

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J.RADFORD

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LONEPINE CAMPGROUND REPAIRS

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PAVILION PIC-NIC TABLE

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SCALE: NONE

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RAFTER

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SCALE: NONE

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RAFTER

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SCALE: NONE

AutoCAD SHX Text REFINISH PIC-NIC TABLES SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION AND MAINTENANCE PAINTING AND FINISHING SPECIFICATION

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REPAIR RAFTER END, SEE SHEET 6 OF 10

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REPAIR RAFTER END, SEE SHEET 6 OF 10

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PICTURES 1

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PAVILION

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SCALE: NONE

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PAVILION SINK TOP VIEW

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SCALE: NONE

AutoCAD SHX Text REFINISH PIC-NIC TABLES SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION AND MAINTENANCE PAINTING AND FINISHING SPECIFICATION

AutoCAD SHX Text REFINISH PIC-NIC TABLES SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION AND MAINTENANCE PAINTING AND FINISHING SPECIFICATION

AutoCAD SHX Text M. Hatfield

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SHEET

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SCALE:

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DATE:

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DRAWN:

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DRAWING NO.

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OF

AutoCAD SHX Text UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT DIVISION OF OPERATIONS OREGON STATE OFFICE

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REVIEWED

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APPROVED

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DESIGNED

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REV. NO.

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DATE

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DESCRIPTION

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APPROVED

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BLM

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ROSEBURG DISTRICT OREGON

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OR-25-LONEPINE #6

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NOT TO SCALE

AutoCAD SHX Text 10/23/2024

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J.RADFORD

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LONEPINE CAMPGROUND REPAIRS

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PICTURES 2

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PARKING BUMPER

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SCALE: NONE

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PAINTED ARROWS

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SCALE: NONE

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REPAINT ALL EXISTING ARROWS AND VEHICLE DELINEATORS AFTER COMPLETION OF ASPHALT

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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION

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WOOD SHED AND PAINT STRIPING

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SCALE: NONE

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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION

AutoCAD SHX Text M. Hatfield

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AutoCAD SHX Text J. Radford

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POST AND RAIL FENCE TO BE REPLACED & REFINISHED

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SCALE: NONE

AutoCAD SHX Text SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION, FENCE, POST AND POLES SPECIFICATION AND SEE SHEET 2 OR 10 AND SHEET 3 OF 10.

Signed Title Sheet Plan
LonePineCampground_Drawings.pdf
Sheets and Views
LonePineCampground-Title Sheet
LonePineCampground-Plan View
LonePineCampground-Details 1
LonePineCampground-Details 2
LonePineCampground-Pictures
LonePineCampground-Pictures 2

File details come from the government source that posted it. Updated .