Att_2_Finale_Dam_Drawings.pdf
PDF 15 MB Posted
- Attached to
- GAOA FINALE DAM RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0625R0015
About this file
These are detailed engineering design drawings for the Finale Detention Dam Reconstruction project located in Valley County, Montana, prepared by DOWL for the Bureau of Land Management (BLM) Glasgow Field Office. The project involves comprehensive dam reconstruction, including a new outlet works tower, low-level outlet works inlet, spillway improvements, and dam embankment modifications. The design documents include multiple technical drawings covering site plans, excavation details, structural sections, conduit placement, stilling basin configurations, and profile views across various project stations. Key components include a 30" RCP outlet works conduit, filter sand blankets, riprap stilling basin, and precise grading and embankment specifications. The project is dated December 20, 2024, and encompasses detailed engineering specifications for a complete dam reconstruction effort with precise topographical and structural considerations.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L0625R0015_Amd_0005.pdf | ||
| Sol_140L0625R0015_Amd_0004.pdf | ||
| Attch_14_A0003_Questions_Answers_0003.doc | DOC document | |
| Sol_140L0625R0015_Amd_0003.pdf | ||
| Attch_11_A0002_140L0625R0015_Cont__Pages_-_REV_0002.docx | DOCX document | |
| Attch_13_A0002_Site_visit_Roster_Signed_0002.pdf | ||
| Attch_12_A0002_Questions_Answers_0002.doc | DOC document | |
| Sol_140L0625R0015_Amd_0002.pdf | ||
| Att_1_B08_140L0625R0015_Cont__Pages_-_FINALv3_0001.pdf | ||
| Sol_140L0625R0015_Amd_0001.pdf | ||
| Att_1_Finale_Dam_Specifications.pdf | ||
| Sol_140L0625R0015.pdf | ||
| Att_5_Wage_Determination_MT20250074.pdf | ||
| Att_7_Finale_Dam_Lim_on_Sub_Breakout.xlsx | XLSX spreadsheet | |
| Att_3_Finale_Fence_Specs.pdf | ||
| Att_4_Finale_Fence_Drawings.pdf | ||
| Att_9_Past_Perf_Questionnaire.docx | DOCX document | |
| Att_10_Finale_Dam_RFI_Form.xlsx | XLSX spreadsheet | |
| Att_8_Experience_ProjectDataSheet.docx | DOCX document | |
| Att_6_Finale_Price_Breakout.pdf |
Show all 20
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Text version
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
FINALE DETENTION DAM RECONSTRUCTION
Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
Driving Directions:
North Access From Glasgow, MT go southwest on 6th St S for 0.3 miles to 6th Ave S. Turn right (west) on 6th Ave S and travel west for 0.4 miles to Aitken Road. Continue west/south on Aitken Road for 7.6 miles and keep left (south) on Aitken Road for 1.8 miles to Little Beaver Road. Turn right (west) on Little Beaver Road and travel south/southwest for 17.4 miles to Triple Cross Access Road. Turn right (northwest) on Triple Cross Access Road and continue northwest/southwest for 14 miles to Finale Detention Dam.
VICINITY MAP
INSET MAP
LAND OWNERSHIP
BLM
STATE
PRIVATE
FINALE
DETENTION DAM
FINALE
DETENTION
DAM
GLASGOW
TRIPLE CROSS
LITTLE BEAVER
ROAD
AITKEN ROAD
ACCESS ROAD
GENERAL STRUCTURAL NOTES
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
CP-5
CP-1
CP-2
CP-4
TP-2
TP-1
TP-5
TP-6
TP-4
TP-3
TP-9
TP-7
TP-8
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
LEGEND
POINT COORDINATE TABLE
FINALE RESERVOIR
CP-3
TRIPLE CROSS ACCESS ROAD
SPILLWAY
Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
FINALE RESERVOIR
Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
FINALE RESERVOIR
EX1
DETAIL
TYPICAL DAM CREST DETAIL
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
Billings, Montana 59101
WWW.DOWL.COM
Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
FI
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A C
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406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
TR
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A C
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DETAIL
30" Ø RCP OUTLET WORKS CONDUIT
DETAIL
PRECAST CONCRETE
PIPE SUPPORT BLOCK
FOR 30" Ø RCP
SECTION
OUTLET WORKS CONDUIT ENCASEMENT AND SAND BLANKET
STA. 1+53.00 TO STA. 2+23.30
SECTION
30" Ø RCP OUTLET WORKS CONDUIT
CONCRETE RISER TO STA. 1+50
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
DETAIL
OUTLET WORKS TOWER
SECTION
TOWER FOUNDATION
SECTION
OUTLET WORKS TOWER
DETAIL
DEFLECTOR PLATE DETAIL
WATERSTOP AND VENT PIPE DEFLECTOR
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
SECTION
LOW-LEVEL OUTLET WORKS INLET
SECTION
LOW-LEVEL OUTLET WORKS INLET APPROACH GRADING
DETAIL
LOW-LEVEL OUTLET WORKS INLET
SECTION
LOW-LEVEL OUTLET WORKS INLET
INLET TO CONCRETE RISER
GRATING SUPPORT LEDGE
DETAIL
STOP LOG GUIDES
PLAN DETAIL
PRECAST CONCRETE
DETAIL
PIPE SUPPORT BLOCK
FOR 12" PVC PIPE
PROFILE
PLAN
INLET TO OUTLET WORKS TOWER
PLAN AND PROFILE
SECTION
12" PVC OUTLET WORKS CONDUIT
INLET TO CONCRETE RISER
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
Billings, Montana 59101
WWW.DOWL.COM
PROFILE
RIPRAP STILLING BASIN
PLAN
STILLING BASIN EXCAVATION
PLAN
RIPRAP STILLING BASIN
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
DETAIL
RELIEF DRAIN WEEP
NOT TO SCALE
DETAIL
STILLING BASIN HEADWALL MATERIALS
NOT TO SCALE
Billings, Montana 59101
WWW.DOWL.COM
December 20, 2024
4062.22028.01
FI
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SPILLWAY
FI
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V
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SPILLWAY
SECTION
SPILLWAY CENTER STA 1+07.50
PLAN
SPILLWAY EXCAVATION
PLAN
SPILLWAY IMPROVEMENT
PROFILE
SPILLWAY IMPROVEMENT
| Sheets and Views |
| G1 COVER SHEET AND SHEET INDEX |
| G2 LOCATION AND VICINITY MAPS |
| G3 GENERAL STRUCTURAL NOTES & DETAILS |
| C1 SITE PLAN AND SURVEY CONTROL |
| C2 DAM EMBANKMENT EXCAVATION PLAN AND PROFILE |
| C3 DAM EMBANKMENT PLAN AND PROFILE |
| EX1 STA. 0+75 TO STA. 2+00 |
| EX2 STA. 2+25 TO STA. 3+75 |
| OW1 OUTLET WORKS DEMOLITION AND EXCAVATION PLAN |
| OW2 OUTLET WORKS PLAN AND PROFILE |
| OW3 OUTLET WORKS TYPICAL SECTIONS AND DETAILS |
| OW4 OUTLET WORKS TOWER |
| OW5 OUTLET WORKS LOW-LEVEL INLET STRUCTURE |
| OX1 STA. 0+75 TO STA. 3+25 |
| SB1 STILLING BASIN PLAN AND PROFILE |
| SW1 SPILLWAY IMPROVEMENT PLAN AND PROFILE |
File details come from the government source that posted it. Updated .