A06_-_140L1724Q0048-Revised_Drawings_0001.pdf
PDF 2 MB Posted
- Attached to
- TRFO CHUTES LADDERS TRAILHEAD Federal contract opportunity
- Solicitation number
- 140L1724Q0048
About this file
This document contains a set of revised drawings for the Chutes and Ladders Trailhead project, which is a federal contract opportunity solicited by the Bureau of Land Management (BLM) Colorado Region. The drawings provide detailed plans for the site, including an overall site plan, existing site conditions, proposed site improvements, cross-sections, construction details, fence specifications, and typical road maintenance sections. Key details include the construction of a parking lot, installation of fencing, culvert cleaning, and road maintenance activities. The contract opportunity has the solicitation number 140L1724Q0048. The drawings provide the technical specifications and requirements for contractors to bid on this federal project.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L1724Q0048_Amd_0002.pdf | ||
| B11_-140L1724Q0048-_Pre-bid_Site_Visit_Attendees_0002.pdf | ||
| Sol_140L1724Q0048_Amd_0001.pdf | ||
| B03-_140L1724Q0048-Wage_Rate.pdf | ||
| A06_-_140L1724Q0048-Drawings.pdf | ||
| Sol_140L1724Q0048.pdf | ||
| B13_-_140L1724Q0048_-Past_Performance_Questionnaire.doc | DOC document | |
| A06_-_140L1724Q0048-Specifications.pdf | ||
| A04_-_140L1724Q0048-_Bid_Schedule.pdf |
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Text version
RIDGEWAY CANON
CORTEZ
DURANGO
ROCKY FORD
NEW MEXICO
CITY
ALAMOSA
TRINIDAD
WALSENBURG
OKLAHOMA
GUNNISON
SPRINGS
GLENWOOD
EAGLE
WYOMING
CRAIG
MONTROSE
GRAND
U
TA
H
CARBONDALE
RIFLE
JCT.
COLORADO
MEEKER
SALIDA
LEADVILLE
PUEBLO
COLORADO
SPRINGS
FT. COLLINS
WOLCOTT
STEAMBOAT SPRINGS
DENVER
LIMON
KA
N
SA
S
STERLING
NEBRASKA
PROJECT LOCATION
CORTEZ
DOLORES
CHUTES AND LADDERS - PROJECT SITE
MANCOS
MESA
VERDE
NATIONAL
PARK
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UNITED STATES DEPARTMENT OF INTERIOR
BUREAU OF LAND MANAGEMENT
TRES RIOS FIELD OFFICE
CHUTES AND LADDERS TRAILHEAD
1 TITLE SHEET
2 OVERALL SITE PLAN
3 EXISTING SITE PLAN
4 PROPOSED SITE PLAN
5 CROSS SECTIONS
6 DETAILS
7 WIRE FENCE
8 ROAD MAINTENANCE SECTIONS
SHEET INDEX
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"STUART, IS THAT YOU IN THERE?"
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PAUL
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0+00 5+00
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PROPOSED PARKING LOT
BEGIN ROAD MAINTENANCE
END ROAD MAINTENANCE
MONTEZUMA COUNTY ROAD 34
BLM ROAD 4120
(CHUTES AND LADDERS TRAILHEAD ROAD)
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V
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MONTEZUMA COUNTY ROAD 34
CULVERT (TO BE CLEANED)WATERLINE
UNDERGROUND COMMUNICATIONS
WIRE FENCE
GATE
KIOSK
SIGN
SIGN (TO BE RELOCATED)
WATERLINE
END FENCE REMOVAL
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H
42.0' 42.0'
CATCH DITCH - GRADE TO DAYLIGHT
CONSTRUCT DITCH TO DAYLIGHT
CONSTRUCT DITCH TO CULVERT
WIRE FENCE
86.0'
25.9'
25.9'
R17.0'
R2.0'
R27.3'
36.0' 36.0'
80.0'
23.0' 20.0'
26.0' 20.0'
CLEAN CULVERT
BEGIN WIRE FENCE
END WIRE FENCE
RELOCATED SIGN
33.9'
STEEL PARKING DELINEATOR (TYP)
CONCRETE PARKING STOP (TYP)
65576558
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+37
R43.0'
STAKEOUT POINT (TYP)
MAINTAIN AND SURFACE EXISTING PARKING AREA
-2.5% -2.5%
-2.5% -2.5%
-2.5%
-2.5%
-2.5%
-2.5%-2.5%
-1.8% -1.8%
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0+00
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1+80
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3"
40'
6'
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 -
3"
5" MIN.
8" MIN.
2'
#4 REBAR
20'
26'
PREPARED SUBGRADE
AGGREGATE, 6" THICKNESS
CUT SECTION 2H:1V
FILL SECTION 3H:1V
3H:1V (TYP)
2% - 3% SLOPE2% - 3% SLOPE
EXISTING GRADE
2'
1'
STAKEOUT POINTS
STAKEOUT POINT
NORTHING
1,265,826.8
1,265,780.6
1,265,786.4
1,265,746.2
1,265,740.4
1,265,723.2
1,265,729.0
1,265,688.8
1,265,683.0
1,265,639.7
1,265,607.0
1,265,586.1
1,265,589.3
1,265,614.8
1,265,731.9
1,265,738.0
1,265,802.9
1,265,804.4
1,265,809.4
1,265,824.4
EASTING
2,148,295.1
2,148,309.1
2,148,328.3
2,148,340.5
2,148,321.3
2,148,326.6
2,148,345.7
2,148,357.9
2,148,338.7
2,148,351.9
2,148,348.6
2,148,323.2
2,148,290.5
2,148,269.6
2,148,234.0
2,148,234.6
2,148,269.3
2,148,269.5
2,148,268.0
2,148,250.7
SUBGRADE ELEVATION
6,559.8
6,558.5
6,558.7
6,558.1
6,557.9
6,557.6
6,557.8
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6,557.0
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6,555.6
6,554.8
6,554.4
6,554.6
6,556.5
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6,558.4
6,558.4
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STAKEOUT POINT
NORTHING
1,265,667.2
1,265,632.2
1,265,619.2
1,265,611.0
1,265,612.3
1,265,622.3
1,265,628.7
1,265,630.2
1,265,667.6
1,265,669.6
1,265,702.0
1,265,734.5
1,265,769.8
1,265,737.3
1,265,704.8
EASTING
2,148,316.4
2,148,327.0
2,148,325.7
2,148,315.7
2,148,302.7
2,148,294.5
2,148,292.5
2,148,292.7
2,148,312.7
2,148,283.1
2,148,273.3
2,148,263.4
2,148,282.3
2,148,292.1
2,148,302.0
SUBGRADE ELEVATION
6,556.4
6,555.8
6,555.5
6,555.2
6,555.1
6,555.1
6,555.2
6,555.3
6,556.3
6,555.9
6,556.4
6,556.9
6,557.9
6,557.4
6,556.9
MINIMUM 24" x 24" x 24"
3"
EXISTING GRADE
CONTROL POINTS
CONTROL POINT
NORTHING
1,265,863.0
1,265,628.8
EASTING
2,148,286.6
2,148,415.8
ELEVATION
6,560.1
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1'-4"
2' 2'-6"
3'-6"
3'-6" (TYP)
4'-6" (TYP)
8' (TYP)
SMOOTH WIRE
SMOOTH WIRE
12" DIA. x 38" SPIKE (TYP) PILOT HOLE (TYP)
CORNER POSTEND POST
5" DIAMETER (TYP)COMPACT BACKFILL (TYP)
3'-6" (TYP)
4'-6" (TYP)
12" DIA. x 38" SPIKE (TYP)
PILOT HOLE (TYP)
5" DIAMETER (TYP)
COMPACT BACKFILL (TYP)
SMOOTH WIRE
NOTCH POSTS AT RAIL CONNECTION
16' 16'
8'
4'-6" (TYP)
2' (TYP)
END PANEL
METAL LINE POST
WIRE STAY
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END PANEL
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VARIES
16' MINIMUM 2'
1'
1.5H:1V (TYP)
2H:1V (TYP)
EXISTING GRADEINCORPORATE, OR DISPOSE OF, CUT MATERIAL AS SPECIFIED
3% - 5% SLOPE3% - 5% SLOPE
FINISH GRADE
VARIES, 16' MINIMUM
1H:1V (MAX)
2H:1V (TYP)
EXISTING GRADE
3% - 5% SLOPE
1.5H:1V (MAX)
FINISH GRADE
1'
VARIES, 16' MINIMUM
1H:1V (MAX)
2H:1V (TYP)
EXISTING GRADE
3% - 5% SLOPE
1.5H:1V (MAX)
FINISH GRADE
1'
VARIES, 16' MINIMUM
EXISTING GRADE
3% - 5% SLOPE
FINISH GRADE
A B E F
C D G H
DRAIN
PLAN
DRAIN
A
B F
C
D
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H
BEGIN CUT
4"
20' 12" *
ORIGINAL ROAD GRADE
ISOMETRIC
END FILL
E
20'
12" TROUGH TO CREST ELEVATION DIFFERENCE
ROLLING DIP DIMENSIONS
ROAD GRADE A TO B C TO D E TO F G TO H
< 6% 50' 58' 50' 58' 6% 55' 63' 55' 63' 7% 60' 68' 60' 68' 8% 65' 73' 65' 73' 9% 70' 78' 70' 78'
10% 75' 83' 75' 83'
CONSTRUCT DITCH TO DAYLIGHT
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TYPICAL ROAD SECTION - OUTSLOPED WITH DITCH
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TYPICAL ROAD SECTION - INSLOPED WITH DITCH
NOT TO SCALE
TYPICAL ROAD SECTION - OUTSLOPED
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TYPICAL ROLLING DIP - WATERBAR
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TYPICAL ROAD MAINTENANCE SECTIONS
AutoCAD SHX Text
CHUTES AND LADDERS TRAILHEAD
AutoCAD SHX Text
SOUTHWEST DISTRICT
AutoCAD SHX Text
COLORADO
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SOUTHWEST DISTRICT
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P. RUSSELL
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P. RUSSELL
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AutoCAD SHX Text
AutoCAD SHX Text
| Sheets and Views |
| 11X17 |
| 02 Overall Site Plan.pdf |
| Sheets and Views |
| 11X17 |
| 03 Site Plan Existing.pdf |
| Sheets and Views |
| 11X17 |
| 04 Site Plan Proposed.pdf |
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| 11X17 |
| 05 XS.pdf |
| Sheets and Views |
| 11X17 |
| 06 Details.pdf |
| Sheets and Views |
| 11X17 |
| 07 WIRE FENCE.pdf |
| Sheets and Views |
| 11X17 |
| 08 Typical Road Sections - Maintenance.pdf |
| Sheets and Views |
| 11X17 |
File details come from the government source that posted it. Updated .