A06_-_Plans.pdf
PDF 9 MB Posted
- Attached to
- CONSTRUCT CANOE LAUNCH & TRAIL EXTENSION Federal contract opportunity
- Solicitation number
- 140P5219R0039
About this file
This document contains construction plans and specifications for a federal contract opportunity to construct a canoe launch, trail extension, and pedestrian bridge at Mammoth Cave National Park. Key details include:
-
The National Park Service is soliciting proposals on a total small business set-aside basis to construct a new canoe launch at the Green River Ferry Crossing site, a new trail bridge over the Echo River, and additional concrete trail surface to complete the accessible Echo River Trail. Construction of the canoe launch is anticipated to take place between July and September 2020 to correspond with low water conditions.
-
The contract will be a negotiated firm-fixed-price contract requiring both a technical and price proposal. The estimated value is between $1,000,000 to $2,000,000. The period of performance is from March 1, 2020 to November 15, 2020. A pre-proposal meeting will be held and the solicitation issue date is estimated to be October 18, 2019. The NAICS code is 237990 with a size standard of $36.5 million.
Mammoth Cave Project Plans August 2019
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Pre-submittal_Questions_-_Laurie.pdf | ||
| Sol_140P5219R0039_Amd_0002.pdf | ||
| Site_Visit_Docs.pdf | ||
| Directions_To_Training_Center_From_South.pdf | ||
| Sol_140P5219R0039_Amd_0001.pdf | ||
| Directions_To_Training_Center_From_the_North.pdf | ||
| B03_-_DOL_Wage_Determination.pdf | ||
| Sol_140P5219R0039.pdf | ||
| Clauses_-_UCF1.docx | DOCX document | |
| A06_-_Specifications.pdf | ||
| B08_-_Proposal_Submission_Package.pdf | ||
| A06_-_Specifications.pdf | ||
| B03_-_DOL_Wage_Determination.pdf | ||
| Sol_140P5219R0039.pdf | ||
| Clauses_-_UCF1.docx | DOCX document | |
| A06_-_Plans.pdf | ||
| B08_-_Proposal_Submission_Package.pdf | ||
| B08_-_Proposal_Submission_Package.pdf | ||
| B03_-_DOL_Wage_Determination.pdf | ||
| A06_-_Specifications.pdf | ||
| Clauses_-_UCF1.docx | DOCX document | |
| Sol_140P5219R0039.pdf | ||
| A06_-_Plans.pdf |
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Text version
100% COMPLETE CONSTRUCTION DOCUMENTS
0 40 80 160 Feet
0 10 20 40 Feet
Notes
Existing Conditions Legend
SF
SF
SF
SF
IP
Demolition Legend
SF
SF
SF
SF
SF
100% COMPLETE CONSTRUCTION DOCUMENTS
C7.8 B
C7.3 A|B
C7.2 B
C7.5 B
S2.1 1|2
C7.2 B
C7.7 A
C7.2 B
C7.2 D
C7.4 A
C7.4 A
C7.2 A
S1.0 1-3
C7.2 H
C4.1 A
C4.1 B
C7.4 B
C7.4 B
C7.1 C
C7.2 F
Finish Materials Legend
C7.5
C7.2 B
S1.0 1-3
C7.2 F
C3.4
C3.4
Grading Legend
0 3 6 12 Feet
C4.1
C4.1 A
C4.4
0 2 4 8 Feet
0 2 4 8 Feet
Notes Layout Legend
Layout Legend
C4.3
C4.3
Layout Legend
Echo River Trail Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting
Echo River Trail Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting
Canoe Kayak
Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting
Bridge Alignment
Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+12
80'
CONCRETE STAIRS
40'
ALUMINUM STAIRS
S2.0 1/2
S2.0 1/2
C7.8 D
S2.1
C7.7 A
C7.3 A
C7.8 D
C7.3
1-5
S2.1
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+73
2+732+75 3
4404404
4504504
2+++++
S1.0
1|2S1.0 1|2
C7.6
C
Horiz.
Vert.
0 5 10 20 Feet
2+732+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75
5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75
8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75
Vert.
Elevation
Offset
410.0
415.0
420.0
425.0
430.0
410.0
420.0
430.000
420.0
425.0
430.0
410.0
420.0
425.0
430.0
410.0
425.0
430.0
435.0
415.0
420.0
430.0
420.0
425.0
430.0
410.0
420.0
425.0
430.0
410.0
425.0
430.0
435.0
415.0
420.0
425.0
430.0
435.0
440.0
445.0
420.0
430.0
440.0
430.0
435.0
440.0
420.0
440.000
430.0
435.0
440.0
420.0
440.000
435.0
440.0
445.0
425.0
430.0
435.0
440.0
445.0
425.0
430.0
435.0
440.0
445.0
425.0
430.0
435.0
440.0
445.0
425.0
430.0
435.0
440.0
445.0
450.0
430.0
450.000
Vert.
SECTION NOTES
440.0
445.0
450.0
430.0
440.0
445.0
450.0
430.0
440.0
445.0
450.0
430.0
445.0
450.0
455.0
435.0
440.0
450.0
445.0
450.0
455.0
435.0
440.0
445.0
450.0
455.0
435.0
440.0
445.0
450.0
455.0
460.0
440.0
460.000
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
455.0
460.0
465.0
445.0
450.0
460.0
Vert.
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
445.0
450.0
455.0
460.0
435.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
430.0
435.0
440.0
445.0
450.0
455.0
460.0
420.0
430.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
450.0
455.0
460.0
440.0
Vert.
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
Vert.
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
Vert.
STA: 5+50 - 6+60 NOTES
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
Vert.
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
455.0
460.0
445.0
Vert.
S1.0
1|2
E
F
G
F
C7.5 B-D
S1.1
C7.6 A
C7.7
S2.1
W/ 4" OPENING (MAX)
PICKET RAILING TRUSS VERTICALS
& DIAGONALS
TOP & BOTTOM
CHORDS
E-CHANNEL
BOX FRAME
1 1/2" HANDRAIL
CLEARANCE
ELEVATION VIEW
125'
PICKET
HANDRAIL
TOP CHORD
& END POSTS
PICKET
SEE "RAIL DETAIL"
RAIL
BRACKET
5"
1'-4" (TYP)
4"
1 1/8"x2 1/2" SLOTS
THRU BASE PLATES &
1 1/8" HOLES THRU
UHMW BEARING PADS
ELEVATION BASE DETAIL
(TYP)
PLAN BASE DETAIL
(TYP)
DECKING
A
STRINGERS
SEE "ELEVATION BASE DETAIL"
HORIZONTAL BRACING
FLOOR BEAMS &
8"
UHMW BEARING PADS OFFSET
1" FROM BASE PLATES FOR
EXPANSION & CONTRACTION
2 1/2"
STRINGERS
SECTION A-A FLOOR BEAMS &
HORIZONTAL BRACING
TRUSS END POSTS
2 1/2"
RAIL DETAIL
(TYP) GUSSET
BOTTOM
CHORD
1/2" BASE
1" UHMW
PLATE
E-CHANNEL
BOX FRAME
BEARING PAD
TRUSS VERTICALS
& DIAGONALS
TOERAIL
DECKING
2" (MAX)
SPACING
8'-0"
36"
(TYP)
PICKET RAILING
42"
(TYP)
A
CHORDS & END POSTS
TOP & BOTTOM E-CHANNEL
BOX FRAME
PLAN VIEW TRUSS VERTICALS
& DIAGONALS
1/2" BASE PLATE
W/ 1" THICK UHMW
BEARING PADS
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