DRAFT_Plans_signed_LonePineCampground_1.pdf
PDF 6 MB Posted
- Attached to
- RDO_LONE PINE CAMPGROUND RESTORATION_DOU Federal contract opportunity
- Solicitation number
- 140L4325R0025
About this file
These draft plans detail repair and restoration work for the Lone Pine Campground in the Roseburg District of Oregon, prepared by the Bureau of Land Management. The comprehensive document includes 11 sheets covering various campground improvements such as:
Key renovation elements include repairing/replacing infrastructure like the existing fence, horseshoe pits, volleyball court, pavilion, group reservation sign, entrance information board, speed bumps, water faucets, and gray water sumps. Specific technical details are provided for each component, including materials specifications, installation methods, and precise dimensional requirements. The project involves asphalt overlay, new signage, electrical outlet relocations, handicap parking improvements, and restoration of existing structures. The draft plans are marked as a pre-solicitation document for market research, with the aim of identifying potential contractors capable of executing these campground restoration services under NAICS code 236220.
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| DRAFT_Specifications_LonePineCampground_1.pdf |
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Text version
DRAFT
Idleyld Park
N Umpqua Hwy
N U mpqua Hwy
$+78
$+78A
$+142
$+4N
$+361A
$+4P
$+281
UV138
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7 8 9 10 11 12
Idleyld Park
Miller Creek
Harrington Creek
Mace Creek
Rock Creek
Honey Creek
Conley Creek Kelly Creek Ridge
Oregon State Parks, State of Oregon GEO, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS, USDA, USFWS
R 1 WR 3 W R 2 W
R 1 WR 2 WR 2 WR 3 W
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Legend Rock Quarry
Interstate Highway
State Highway
County Road
Road
City
Town
Waterbody
Stream
Bureau of Land Management
Private/Unknown
1:63,360
0 1 2 3 4 50.5
Miles
Transverse Mercator Zone 10 North NAD 1983
United States Department of the Interior Bureau of Land Management
Roseburg District 777 NW Garden Valley Blvd Roseburg, Oregon 97471
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
DIVISION OF OPERATIONS OREGON STATE OFFICE
ROSEBURG DISTRICT FENCE REPLACEMENT
LONE PINE CAMPGROUND REPAIRS
VICINITY MAP
ROSEBURG DISTRICT OREGON
REV. NO. DESCRIPTION DATE APPROVED
DRAWN: M. HATFIELD
DATE: 12/04/2024
SCALE: AS SHOWN
SHEET 2 OF 11
DRAWING NO. OR-25-LONE PINE#2 BLM #
DESIGNED __________________________________
REVIEWED __________________________________
APPROVED __________________________________
ALWAYS
THINK
SAFETY
LONE PINE
CAMPGROUND
M iles to
Rose bu rg
J. Radford
M.Hatfield
M. Hatfield
DRAFT
J. Radford
M. Hatfield
DRAFT
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LONEPINE PAVILION
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VAULT TOILETS
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FIREWOOD SHED
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PUMPHOUSE
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INFORMATION KIOSK
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EXISTING VOLLEYBALL COURT. APPROXIMATELY 70'X41'.
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NEW VOLLEYBALL POSTS
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EXISTING HORSESHOE PITS
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EXISTING BENCH
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ROCK CREEK ACCESS ROAD
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LIGHT POLE LOCATION
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ELECTRICAL OUTLET LOCATION AT GROUP FIREPIT AREA
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EXISTING WELL HEAD AND PUMP
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SPIGOT AND GRAY WATER SUMP
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SPIGOT AND GRAY WATER SUMP
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SPIGOT AND GRAY WATER SUMP
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SPIGOT AND GRAY WATER SUMP
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SPIGOT AND GRAY WATER SUMP
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HANDICAP PARKING
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EXISTING SPEED BUMP, TO BE RE-INSTALLED AND PAINTED
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EXISTING ENTRANCE GATE
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EXISTING BBQ
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EXISTING FENCE TO BE REPAIRED
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SAND
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SHEET
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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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DATE
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DESCRIPTION
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BLM
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ROSEBURG DISTRICT OREGON
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OR-25-LONEPINE #3
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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
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AutoCAD SHX Text 8880.08
AutoCAD SHX Text 9307.70
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EAST
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AutoCAD SHX Text 5943.66
AutoCAD SHX Text 6171.83
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ELEV.
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CP TYPE
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PK NAIL
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FEET
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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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1/4" MINUS AGG.
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1 1/2" MINUS AGG.
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PAINTED ARROW
AutoCAD SHX Text NOTES: 1. SPLIT RAIL FENCING LOCATION TO BE SPLIT RAIL FENCING LOCATION TO BE STAKED OUT BY COR. APPROXIMATELY 3960 LINEAR FEET. 2. ACCESS ROAD AND CAMPSITE PARKING ACCESS ROAD AND CAMPSITE PARKING AREAS TO BE OVERLAID WITH 2" ASPHALT LAYER. APPROXIMATE ASPHALT IS 435 TONS. 3. GRIND APPROXIMATELY 30 STUMPS VARYING GRIND APPROXIMATELY 30 STUMPS VARYING IN SIZE FROM 12" TO 48" IN DIAMETER. COR SHALL FLAG PRIOR TO GRINDING.
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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
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14" MINUS AGG. 250 YDS 3
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1 " MINUS AGG. 12" MINUS AGG. 50 YDS 3
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SAND 10 YDS 3
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POSTS TO BE 3" STEEL WITH MINIMUM " WALL. 18" WALL. OR APPROVED EQUIVALENT
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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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CONCRETE TYPICAL
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RAILS SHALL BE FLUSH WITH FACE OF POST
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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.
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RAIL POSTS SEE DETAIL
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SHEET
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DATE:
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DRAWING NO.
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OF
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REVIEWED
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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
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J.RADFORD
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LONEPINE CAMPGROUND REPAIRS
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VOLLEYBALL POSTS
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SCALE: NONE
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SPEED BUMP
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DETAIL FENCE
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DETAIL BOLT
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DETAIL RAIL POST
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CONCRETE
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PAINTED ARROWS
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ASPHALT OVERLAY DETAIL
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DETAIL 1
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SEE DETAIL
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6X6 TREATED POST
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EDGE OF 2"-6" WASHED ROCK FILL
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INSTALL BUBBLER THIS SIDE
AutoCAD SHX Text GRATE SHALL BE STEEL ASTM-A36 OR EQUAL AND HAVE " MAXIMUM OPENINGS 12" MAXIMUM OPENINGS AND SHALL SUPPORT 500 LB MIN. GALVANIZE AFTER WELDING.
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RING - " X 2" 14" X 2" ASTM A-36
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TYP.
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2" DIA. 8 HOLES EACH ROW EQ. SPACED. STAGGER ALTERNATE ROWS
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24" DIA X 2' CMP.
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1"X1" CHAMFER
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PHYSICALLY IMPAIRED FAUCET AND BUBBLER
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GRATE TO BE FLUSH WITH SURFACE
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3" ASPHALT SURFACE
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4" OF 1 " MINUS 12" MINUS CRUSHED ROCK
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SEE DETAIL
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2"-6" WASHED ROCK
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12" BRASS GATE VALVE AND LOCKING VALVE BOX
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12" GALV. PIPE, ANCHOR TO POST WITH STRAPS & SCREWS
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34" INVERTED GARDEN VALVE. LOOSE KEY WITH HOSE BIB VACUUM BREAKER.
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12"X "X " TEE WITH 12"X " TEE WITH 12" TEE WITH PLUG FOR BLOW OUT AS REQUIRED.
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SHEET
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REVIEWED
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DATE
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ROSEBURG DISTRICT OREGON
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OR-25-LONEPINE #5
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NONE
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J.RADFORD
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WATER FAUCET PLAN
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GRATE DETAIL
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SECTION
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GRAY WATER SUMP DETAIL
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DETAIL SPIGOT WITH GRAY WATER SUMPS
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3"X12" PRESSURE TREATED WOOD
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REPLACE HARDWARE WITH IN KIND MATERIALS, TYPICAL.
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REPLACE STEEL STRAP WITH IN KIND MATERIALS, TYPICAL.
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4"X6" PRESSURE TREATED POSTS
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EXISTING GROUND
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STEEL STRAPS
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3"X12" PRESSURE TREATED WOOD
AutoCAD SHX Text POSTS SHALL BE INSTALLED AND COMPACTED USING 1 " MINUS AGGREGATE, TYPICAL.12" MINUS AGGREGATE, TYPICAL.
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SHEET
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ROSEBURG DISTRICT OREGON
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OR-25-LONEPINE #6
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SECTION
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TOP VIEW
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DETAIL HORSESHOE PITS
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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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OR-25-LONEPINE #7
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SIDE VIEW - CUT
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TOP VIEW - REPAIR
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RAFTER END VIEW
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OR-25-LONEPINE #8
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FENCE
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BENCH
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RAFTER
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RAFTER
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KIOSK
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REPLACE MISSING AND BROKEN POSTS AND RAILS, AND REFINISH
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REPAIR EXISTING BENCH
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REPAIR RAFTER END, SEE SHEET 7 OF 11
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REPAIR RAFTER END, SEE SHEET 7 OF 11
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
PICTURES 1
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OR-25-LONEPINE #9
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PUMPHOUSE
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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PAVILION SINK
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PAVILION SINK TOP VIEW
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GROUP RESERVATION SIGN
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REPLACE EXISTING POST AND SIGNS
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HORSESHOE PITS
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ENTRANCE INFORMATION BOARD
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REMOVE EXISTING PLASTIC INFORMATION HOLDERS, PREPARE FOR REPAINTING, REPAINT
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
PICTURES 2
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PAVILION
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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PICNIC TABLE
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PARKING BUMPER
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LIGHTPOLE TO BE REPLACED
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PAINTED ARROWS
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REPAINT ALL EXISTING ARROWS AND VEHICLE DELINEATORS AFTER COMPLETION OF ASPHALT
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SPIGOT WITH GRAY WATER SUMP
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
AutoCAD SHX Text SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION AND DETAIL SHEET SPIGOT WITH GRAY WATER SUMPS 5 OF 11
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
PICTURES 3
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DRAFT
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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 #11
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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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WOOD SHED
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SCALE: NONE
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WOOD SHED AND PAINT STRIPING
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SCALE: NONE
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STOP SIGN
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SCALE: NONE
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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REPLACE EXISTING STOP SIGN
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
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SPLIT RAIL FENCING
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SCALE: NONE
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SEE SUMMARY OF WORK IN GENERAL REQUIREMENTS SPECIFICATION
PICTURES 4
| Signed Title Sheet Plan |
| Lone Pine Campground Repair Plans |
| LonePineCampgroundRepair_Plans |
| Sheets and Views |
| LonePineCampground-Plan View |
| LonePineCampground-Details |
| LonePineCampground-Details 2 |
| LonePineCampground-Details 3 |
| LonePineCampground-Details 4 |
| LonePineCampground-Pictures |
| LonePineCampground-Pictures 2.0 |
| LonePineCampground-Pictures 3.0 |
| LonePineCampground-Pictures 4.0 |
Sheet 2 of 11 Vicinity Map
File details come from the government source that posted it. Updated .