ATTACHMENT_1-_DESIGN_MILL_CREEK_CAMPGROUND_1.pdf

PDF 7 MB Posted Apr 2, 2025

Attached to: BLM-CO GFO MILL CREEK CAMPGROUND EXPANSION
Solicitation number: 140L1725R0002
Issued by: Department of the Interior Bureau of Land Management Colorado Region

About this file

Written by GovTribe AI · Apr 2, 2025

This document is a detailed design set of engineering drawings for the Mill Creek Campground Expansion project located in Hinsdale County, Colorado. The comprehensive 13-page plan includes site plans, road and parking sections, culvert and bridge details, and specifications for campground infrastructure such as timber stairs, tent pads, fire rings, picnic tables, food storage lockers, and parking delineators. The design shows a new campground layout with aggregate surfacing, multiple single-vault precast concrete toilet buildings, and improvements to existing site features like bridge deck wearing surface replacement. Specific technical details include road cross-slopes, fill section ratios, culvert specifications, and precise elevation and stakeout point coordinates for construction. The design appears to support the Bureau of Land Management's pre-solicitation notice for a small business set-aside construction project valued between $250,000 and $500,000, with work to be completed within 365 days of the Notice to Proceed.

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Other files

File	Type	Posted
ATTACHMENT_3-_BID_SCHEDULE_MILL_CREEK_CAMPGROUND_1.pdf	PDF	Apr 2, 2025
ATTACHMENT_2-_SPECIFICATIONS_MILL_CREEK_CAMPGROUND_1.pdf	PDF	Apr 2, 2025

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RIDGEWAY CANON

STATE HIGHWAY

U.S. HIGHWAY

INTERSTATE HIGHWAY

SYMBOL DESCRIPTION

CORTEZ

DURANGO

BLM STATE OFFICE

BLM FIELD OFFICE

STATE CAPITOL

ROCKY FORD

NEW MEXICO

DESCRIPTIONSYMBOL

CITY

ALAMOSA

TRINIDAD

WALSENBURG

OKLAHOMA

GUNNISON

SPRINGS

GLENWOOD

EAGLE

WYOMING

CRAIG

MONTROSE

GRAND

CARBONDALE

RIFLE

JCT.

COLORADO

MEEKER

SALIDA

LEADVILLE

PUEBLO

COLORADO

SPRINGS

FT. COLLINS

WOLCOTT

STEAMBOAT SPRINGS

DENVER

LIMON

STERLING

NEBRASKA

AREA REFERENCE MAP

NOT TO SCALE

PROJECT LOCATION

US DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

GUNNISON FIELD OFFICE

MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENTS

LAKE CITY

CO-149

CO-30

MILL CREEK CAMPGROUND

PROJECT SITE

LAKE SAN CRISTOBAL

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PROJECT LOCATION MAP

SHEET INDEX

TITLE SHEET

EXISTING SITE PLAN

OVERALL SITE PLAN

EXISTING SITE AND DEMOLITION PLAN

PROPOSED SITE PLAN

PROPOSED SITE PLAN 1

PROPOSED SITE PLAN 2

PROPOSED SITE PLAN 3

STAKEOUT POINTS

ROAD AND PARKING SECTIONS

CAMPSITE AMENITIES

TIMBER STAIRS AND TENT PAD

BRIDGE DECK WEARING SURFACE REPLACEMENT

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"STUART, IS THAT YOU IN THERE?"

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PAUL

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MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENTS

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SOUTHWEST DISTRICT

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COLORADO

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P. RUSSELL

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CONTROL POINTS

CONTROL POINT

NORTHING

1,456,662.0

1,456,511.8

1,457,172.2

EASTING

2,453,756.0

2,453,690.7

2,455,775.6

ELEVATION

9,414.3

9,412.8

9,405.7

CO-30

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FENCINGCP 2

CP 3

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CULVERT

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EXISTING ROAD

END REMOVE EXISTING FENCE

BEGIN REMOVE EXISTING FENCE

REMOVE EXISTING CULVERT

CP 1

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05 9410

FLOW

TRASH

DUMPSTERS

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FLOW

0+00

1+00

2+00

3+00

4+00

5+006+00

7+00

8+00

9+00

+00 10

+41

L5 L6

33 34

85 86

STEEL PARKING DELINEATOR (TYP)

PICNIC TABLE AND FIRE RING (TYP)

SINGLE VAULT PRECAST CONCRETE TOILET BUILDING

18" x 45' CULVERT

SINGLE VAULT PRECAST CONCRETE TOILET BUILDING

CONCRETE PARKING STOP (TYP)

CLEARING AND GRUBBING DISPOSAL AREA

TIMBER STAIRS

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TRASH

DUMPSTERS

0+00

1+00

STEEL PARKING DELINEATOR (TYP)

SINGLE VAULT PRECAST CONCRETE TOILET BUILDING, RIGHT HAND

CONCRETE PARKING STOP (TYP)

EXCESS MATERIAL DISPOSAL AREA

33'

20'

33'

20'

33'

20'

22'15.6'

25.9'80'

25.9'

40'

20'

25.9'

GRADING LIMIT (TYP)

STAKEOUT POINT (TYP)

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AGGREGATE SURFACING

HATCH

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2+00

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5+006+00

18" x 45' CULVERT

33'

25.9'

PICNIC TABLE (TYP)

BEAR FOOD STORAGE (TYP)

FIRE RING (TYP)

TENT PAD (TYP)

GRADING LIMIT (TYP)

TIMBER STAIRS

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HATCH

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5+006+00

7+00

8+00

9+00

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+41

18" x 45' CULVERT

SINGLE VAULT PRECAST CONCRETE TOILET BUILDING, LEFT HAND

PICNIC TABLE (TYP)

BEAR FOOD STORAGE (TYP)

FIRE RING (TYP)

TENT PAD (TYP)

18 94

GRADING LIMIT (TYP)

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STAKEOUT POINTS

STAKEOUT POINT

NORTHING

1,457,053.0

1,457,035.3

1,457,048.4

1,457,047.8

1,457,056.2

1,457,074.0

1,457,058.8

1,457,041.0

1,457,034.6

1,457,052.4

1,457,037.2

1,457,019.4

1,457,010.2

1,456,980.9

1,456,990.1

1,456,924.5

1,456,915.4

1,456,886.0

1,456,895.2

1,456,847.3

1,456,839.4

1,456,826.9

1,456,860.8

1,456,857.5

1,456,861.4

1,456,874.9

1,456,903.1

1,456,902.4

1,456,873.2

1,456,869.4

1,456,887.4

1,457,008.3

1,457,023.6

1,457,024.4

1,457,018.2

1,457,004.7

1,456,992.7

1,456,993.1

1,457,022.0

1,456,740.0

1,456,728.0

EASTING

2,453,976.2

2,453,985.4

2,453,967.4

2,453,959.7

2,453,952.1

2,453,942.9

2,453,913.6

2,453,922.8

2,453,910.3

2,453,901.1

2,453,871.8

2,453,881.0

2,453,863.3

2,453,878.4

2,453,896.2

2,453,930.1

2,453,912.4

2,453,927.5

2,453,945.3

2,453,970.1

2,453,977.5

2,453,998.0

2,453,992.3

2,454,005.0

2,454,012.5

2,454,016.8

2,454,002.2

2,453,996.8

2,453,987.5

2,453,987.8

2,454,039.4

2,453,976.9

2,453,975.6

2,453,934.0

2,453,922.1

2,453,917.8

2,453,924.0

2,453,927.6

2,453,936.8

2,454,003.7

2,454,023.6

SUBGRADE ELEVATION

9,402.6

9,403.7

9,402.8

9,403.0

9,403.2

9,403.0

9,403.8

9,404.0

9,404.3

9,404.1

9,404.8

9,405.0

9,404.8

9,405.3

9,405.7

9,409.4

9,409.8

9,411.4

9,411.0

9,414.4

9,415.5

9,418.4

9,415.6

9,416.6

9,416.5

9,415.0

9,410.7

9,410.6

9,413.8

9,414.3

9,415.6

9,404.6

9,404.2

9,404.4

9,404.7

9,405.2

9,405.6

9,405.5

9,404.5

9,421.9

9,422.3

STAKEOUT POINTS

STAKEOUT POINT

NORTHING

1,456,710.9

1,456,721.6

1,456,647.3

1,456,658.3

1,456,641.6

1,456,630.6

1,456,612.6

1,456,601.4

1,456,584.8

1,456,596.0

1,456,530.0

1,456,520.9

1,456,503.1

1,456,512.2

1,456,430.1

1,456,446.6

1,456,435.4

1,456,418.9

1,456,389.5

1,456,373.0

1,456,361.7

1,456,378.3

1,456,383.8

1,456,400.4

1,456,389.2

1,456,372.6

1,456,333.2

1,456,319.1

1,456,297.7

1,456,281.2

1,456,270.0

1,456,286.5

1,456,239.8

1,456,226.9

1,456,211.0

1,456,223.6

1,456,256.0

1,456,254.9

1,456,274.9

1,456,276.0

EASTING

2,454,013.3

2,453,995.5

2,453,911.7

2,453,895.0

2,453,884.0

2,453,900.7

2,453,912.7

2,453,929.3

2,453,918.2

2,453,901.6

2,453,857.9

2,453,875.7

2,453,866.6

2,453,848.8

2,453,762.3

2,453,751.1

2,453,734.5

2,453,745.7

2,453,738.1

2,453,749.3

2,453,732.7

2,453,721.5

2,453,694.1

2,453,682.8

2,453,666.3

2,453,677.5

2,453,655.1

2,453,634.3

2,453,602.7

2,453,613.9

2,453,597.4

2,453,586.1

2,453,555.6

2,453,538.6

2,453,550.8

2,453,567.3

2,453,650.9

2,453,670.9

2,453,672.0

2,453,652.0

SUBGRADE ELEVATION

9,422.4

9,423.9

9,423.5

9,423.9

9,424.3

9,424.9

9,424.6

9,424.0

9,421.8

9,422.0

9,421.4

9,421.2

9,416.9

9,416.7

9,416.0

9,416.2

9,415.9

9,416.1

9,415.5

9,415.3

9,414.3

9,414.1

9,413.5

9,413.7

9,412.8

9,412.0

9,410.9

9,410.5

9,410.1

9,409.6

9,409.4

9,409.8

9,409.7

9,411.5

9,411.7

NUMBER

LENGTH

74.864

26.774

77.280

25.195

100.344

3.774

120.460

5.846

89.784

24.993

258.759

162.533

70.397

RADIUS

50.000

40.000

START NORTHING

1,456,904.3

1,456,823.0

1,456,723.9

1,456,642.1

1,456,537.1

1,456,438.7

1,456,258.3

START EASTING

2,454,066.7

2,454,007.5

2,453,984.8

2,453,920.5

2,453,850.3

2,453,792.8

2,453,641.1

END NORTHING

1,456,847.0

1,456,746.7

1,456,645.1

1,456,542.1

1,456,457.2

1,456,293.5

1,456,328.6

END EASTING

2,454,018.6

2,453,994.9

2,453,922.7

2,453,853.3

2,453,809.2

2,453,578.7

2,453,644.8

ROAD CENTERLINE - STAKEOUT POINTS

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MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENT

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WIDTH VARIES - SEE PLAN

PREPARED SUBGRADE

AGGREGATE, 6" THICKNESS

CUT SECTION 2H:1V

FILL SECTION 3H:1V

3H:1V (TYP)

PARKING SLOPE VARIES - SEE PLAN 2% ROAD CROSS SLOPE

EXISTING GRADE

3' 3' 18" CMP

BEDDING MATERIAL

6" BACKFILL LIFTS

1' MINIMUM COVER

3'-6"

40'

ON CENTER 2'

30°

6" DIAMETER, SCHEDULE 40, STEEL PIPE

WELD STEEL PLATE EACH END, GRIND SMOOTH

WELD REBAR FLUSH TO PIPE, GRIND SMOOTH

#4 REBAR, 24" LONG (6 TOTAL)

PREPARED AND COMPACTED SUBGRADE

AGGREGATE SURFACING

6" DIAMETER, SCHEDULE 40, STEEL PIPE, BURIED INTO AGGREGATE

FINISH GRADE

- LONGITUDINAL SECTION - - TRANSVERSE SECTION -

6" MIN.

8" MIN.

2' #4 REBAR

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CULVERT SECTION

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STEEL PARKING DELINEATOR

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CONCRETE PARKING STOP SECTION

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MARK

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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ROAD AND PARKING SECTIONS

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MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENT

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SOUTHWEST DISTRICT

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COLORADO

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EXISTING GROUND SURFACE

LEVEL GRADE AROUND TABLE

2" AGGREGATE THICKNESS

8" DIAMETER

#4 REBAR

1' 2'

#4 REBAR

PICNIC TABLE

8" DIAMETER

CONCRETE FOUNDATION

4 PER TABLE

4' 2'

8" DIA.

10"

FILL WITH AGGREGATE

CONCRETE FOUNDATION (TYP)

LEVEL EXISTING

GROUND SURFACE

3' AROUND EDGE OF FIRE RING

2" AGGREGATE THICKNESS

CONCRETE FOUNDATION (TYP)

LEVEL EXISTING

GROUND SURFACE

8" DIA.

2" AGGREGATE THICKNESS

3' AROUND EDGE OF FIRE RING

8" 6" 4"

CONCRETE

AGGREGATE BASE

ANCHOR BOLT (TYP)

FINISH GRADE

4'-9"

5'-4"

FOOTER

FOOD STORAGE LOCKER

CONCRETE SLAB

FRONT OF LOCKER

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ACCESSIBLE FIRE RING

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FIRE RING

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PICNIC TABLE

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FOOD STORAGE LOCKER - SECTION VIEW

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FOOD STORAGE LOCKER - PLAN VIEW

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CAMPSITE AMENITIES

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MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENT

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1'-61

2" (TYP)

15'-101 2"

12345678910

2' (TYP)

6" x 6" PRESSURE TREATED TIMBER (TYP)

#4 REBAR, 18" LENGTH (TYP)

16" DIAMETER PILOT HOLE

FINISH GRADE

AGGREGATE BASE, 3" THICKNESS

16" x 5" LAG BOLT

16" x 5" LAG BOLT, TOP OF BOLT BELOW JOINT

#4 REBAR, 18" LONG, TOP BELOW JOINT

16" x 5" LAG BOLT

1" DIAMETER WASHER

1-1/8" DIAMETER COUNTERSUNK HOLE

#4 REBAR, 18" LONG

16" DIAMETER PILOT HOLE

6" x 6" PRESSURE TREATED TIMBER

6" x 6" PRESSURE TREATED TIMBER (TYP)

15'-6"

TENT PAD AGGREGATE, 5" THICKNESS

6" x 6" PRESSURE TREATED TIMBER

LAP JOINT

#4 REBAR, 18" LENGTH

16" DIAMETER PILOT HOLE

16" x 5" LAG BOLT, WITH WASHER, COUNTERSUNK HOLE

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WOOD TIMBER STAIRS

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TYPICAL BOLT PLAN

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TYPICAL STAIR DETAIL

NOTE: ALL BOLTS NOT SHOWN FOR CLARITY

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TIMBER JOINT DETAIL - PERSPECTIVE VIEW

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TENT PAD

NOTE: STAIR DETAIL SHOWN, TENT PAD SIMILAR NOT TO SCALE

TIMBER SPLICE DETAIL

NOTE: STAIR DETAIL SHOWN, TENT PAD SIMILAR

NOTE: ALL BOLTS NOT SHOWN FOR CLARITY

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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TIMBER STAIRS AND TENT PAD

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TIMBER WEARING SURFACE - REMOVE AND REPLACE

TIMBER DECKING - REMAIN IN PLACE

TIMBER WEARING SURFACE

16" x 5" LAG BOLT

1" DIAMETER WASHER

1-1/8" DIAMETER CONTERSUNK HOLE

TIMBER WEARING SURFACE

TIMBER DECKING

20'

1'-6"LAG BOLT (TYP)

TIMBER WEARING SURFACE BOARD

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PICTURE FOR REFERENCE ONLY

MILL CREEK BRIDGE PICTURE

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FASTENING DETAIL

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PROPOSED BRIDGE SECTION - WEARING SURFACE

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EXISTING BRIDGE SECTION - WEARING SURFACE

NOT TO SCALE

PROPOSED WEARING SURFACE - PLAN VIEW

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MARK

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DATE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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BRIDGE DECK WEARING SURFACE REPLACEMENT

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MILL CREEK CAMPGROUND EXPANSION AND IMPROVEMENT

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SOUTHWEST DISTRICT

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COLORADO

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P. RUSSELL

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Sheets and Views

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02 Existing Site Plan.pdf

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03 Overall Site Plan.pdf

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04 Existing Site Plan - Tent Expansion.pdf

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05 Proposed Site Plan - Tent Expansion.pdf

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06 Proposed Site Plan - Tent Expansion 35 Scale 1.pdf

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07 Proposed Site Plan - Tent Expansion 35 Scale 2.pdf

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08 Proposed Site Plan - Tent Expansion 35 Scale 3.pdf

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09 Stakeout Points.pdf

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10 Road Section.pdf

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11 Amenities.pdf

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12 Stairs and Tent Pad.pdf

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13 Bridge Deck.pdf

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File details come from the government source that posted it. Updated Apr 2, 2025.