Attch_2_RESER_DAM_DRAWINGS.pdf
PDF 7 MB Posted
- Attached to
- RESER DAM RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L0621R0024
About this file
This document contains engineering drawings and specifications for the reconstruction of Reser Dam in Montana. Key details include plans for a new outlet works consisting of a 30-inch reinforced concrete pipe and 18-inch high-density polyethylene pipe supported by concrete blocks. Additional drawings show designs for a spillway tower, trash rack, inlet structure, sluice gate, and gate pedestal. Specifications are provided for boat ramp concrete blocks, spawning bed gravel materials, and boulders for fish structures. Construction notes outline requirements for site work including spawning beds, fish structures, the boat ramp, an access channel excavation, and access trails. The related federal contract opportunity is solicitation number 140L0621R0024 from the Department of the Interior Bureau of Land Management for the Reser Dam reconstruction project.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attch_7_Amend_0002_Questions_Answers_0002.pdf | ||
| Sol_140L0621R0024_Amd_0002.pdf | ||
| Attch_6_Amend_0002_Pre-Bid_Meeting_Attendees_Site_Tour_Notes_0002.pdf | ||
| Sol_140L0621R0024_Amd_0001.pdf | ||
| Attch_5_Amend_0001_Questions_Answers_0001.pdf | ||
| Attch_3_Wage_Determinations.pdf | ||
| Attch_4_RESER_DAM_PRICE_SCHEDULE.xlsx | XLSX spreadsheet | |
| Sol_140L0621R0024.pdf | ||
| Attch_1_RESER_DAM_TECHSPECS.pdf |
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Text version
PROJECT
LOCATION
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
LOCATION MAP
GREAT FALLS
BOZEMAN
DILLON
BUTTE
KALISPELL
MISSOULA
HELENA
SHELBY
HARDIN
BILLINGS
GLASGOW
LEWISTOWN
HAVRE
MILES CITY
SIDNEY
GLENDIVE
WINNETT
JORDAN
MALTA
Driving Directions:
From US Hwy. 2, approximately 8 miles E of Chinook, MT go north on Highland Rd. for 8.4 miles to W. Fork Rd. Turn right
(E) and go 2.0 miles to Reser Rd. Turn left (N) and go 1.3 miles to two track. Turn left (W) and go 0.1 miles to Dam.
VICINITY MAP
INSET MAP
LAND OWNERSHIP
BLM
STATE
PRIVATE
RESER
DAM
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
BASIS OF SURVEY DATUM
This project was surveyed on the Montana State Plane Zone 2500 Coordinate System using RTK GPS. The project was brought to ground at survey control point CP-1 and transformed to a local coordinate system. The geodetic datum is NAD83(CONUS). The vertical datum is NAVD 88 (GEOID12B). Horizontal units are International Feet. Vertical units are US Survey Feet.
Project control was established by OPUS Position at point 1. Values for Points 2-4 were determined by redundant RTK GPS observations from Point 1.
Point CP-1 OPUS Position:
STATE PLANE COORDINATES:
N: 1628464.0197' E: 1993311.5485' Elev: 2657.7768'
Combined Scale Factor: 0.99971390 Convergence: 0.07517778'
Billings, Montana 59101
SECTION
30" RCP OUTLET WORKS CONDUIT
CONCRETE RISER TO STA. 1+50
DETAIL
PRECAST CONCRETE
PIPE SUPPORT BLOCK
FOR 30" RCP ·
DETAIL
PRECAST CONCRETE
PIPE SUPPORT BLOCK
FOR 18" HDPE PIPE
SECTION
CONDUIT ENCASEMENT AND SAND BLANKET
STA. 1+53 TO STA. 2+39
SECTION
18" HDPE OUTLET WORKS CONDUIT
INLET TO CONCRETE RISER
SECTION
30" RCP OUTLET WORKS CONDUIT
406-656-6399
DETAIL
SPILLWAY TOWER
SECTION
TOWER FOUNDATION
SECTION
SPILLWAY TOWER
DETAIL
WATERSTOP AND VENT PIPE DEFLECTOR
DETAIL
DEFLECTOR PLATE
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CONICAL TRASH RACK
PLAN
CONICAL TRASH RACK
TRASH RACK FABRICATION NOTES
a b c d d d c b a c b a
DIAGRAM FOR a RODS
BENDING AND CONSTRUCTION
b c d
DETAIL
WATER LEVEL ELEVATION GAUGE
ON GATE STEM ENCASEMENT
406-656-6399
PLAN
INLET STRUCTURE
SECTION
INLET STRUCTURE
SECTION
INLET STRUCTURE
PLAN
TOP TRASH RACK
ELEVATION
FRONT TRASH RACK
SECTION
SLUICE GATE MOUNTING PLATE
DETAIL
GATE STEM
OIL SEAL
STEM SPLICE
DETAIL
FRONT TRASH RACK GUIDE
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GATE PEDESTAL STRUCTURE
SECTION
GATE PEDESTAL STRUCTURE
PLAN
GATE PEDESTAL STRUCTURE
SECTION
GATE STEM ENCASEMENT
SECTION
OIL FILLER ACCESS
DETAIL
OIL FILLER AND WEATHER SEAL
DETAIL
OIL FILLER ACCESS COVER PLATE
DETAIL
BLOCKOUT COVER PLATE
DETAIL
LADDER RUNG
SECTION
LADDER ASSEMBLY
406-656-6399
Billings, Montana 59101
RIPRAP BASIN EXCAVATION PLAN
RIPRAP BASIN FINISHED GRADING PLAN
Billings, Montana 59101
APPROXIMATE LOCATION
OF ACCESS TRAIL #2
APPROXIMATE LOCATION
OF ACCESS TRAIL #1
APPROXIMATE LOCATION
OF ACCESS CHANNEL
EXCAVATION.
NEW BOAT RAMP. SEE
DETAILS ON SHT. F2.
BOAT RAMP PROFILE
BOAT RAMP SECTION
Material Specifications
· Boat Ramp Concrete Blocks - Use a fabricated concrete block mat for the boat ramp surfacing.
The concrete block mat shall be Flexamat or approved equal. Use nonwoven geotextile fabric for the block underlayment. Submit concrete block mat data and shop drawings for approval.
· Spawning Bed Gravel - Provide gravel materials from off-site sources consisting of reasonably well-graded sand and gravel blend conforming to the gradation listed below. Submit gravel source and gradation testing for approval.
Fish Structure Rock - Boulders provided from an offsite source shall be dense, angular, sound rock fragments resistant to abrasion, free of cracks, seams, clay, organic material and defects that would hasten degradation by water and/or frost action. Furnish stone conforming to the property specifications in Section 02275 and to the gradation listed below. Submit rock source and test results for approval.
General Construction Notes
· Spawning beds - Bed locations and dimensions are to be field directed. The spawning bed subgrade shall be compacted. Perform the subgrade compaction with four passes of a loaded wheel loader or approved alternate method. Place and spread gravel to a finished thickness of 1 foot. Do not compact spawning bed gravel.
· Fish structures - Rock pile locations and dimensions to be field directed. Fish structures will generally consist of fish structure rock placed in an approximate 10-foot diameter by 3-foot high cone shape.
· Boat ramp - The boat ramp location to be field directed. Over-excavate boat ramp subgrade 6 inches and compact with four passes of a loaded wheel loader or approved alternate method.
Infill between boat ramp blocks with road gravel.
· Access Channel Excavation - The location of the access channel excavation through the right side of the original dam will be field directed. Excavation location is approximately 800 feet northwest of CP-3. Assumed excavation dimensions are 300-feet long, 5-feet wide, and 5-feet deep with maximum side slopes of 2H:1V.
· Access Trails - Access trail locations to be field directed. Maximum slope of access trails will be 10%-15% between elevations 2655 and 2635. Trail width is to be 4 feet to 5 feet. Maximum allowable excavation side slopes are 2H:1V.
Spawning Bed Gravel Gradation
Sieve Size Percent Smaller
By Weight
3/4 inch 90-100 3/8 inch 50-75
No. 4 30-65 No. 8 25-55
No. 16 20-40 No. 30 15-35
No. 100 0-10
Fish Structure Rock Gradation
Diameter Percent Smaller
By Weight
3 feet 100 2 feet 0-10
TYPICAL GRAVEL SPAWNING BED
ACCESS CHANNEL EXCAVATION TYPICAL SECTION
406-656-6399
File details come from the government source that posted it. Updated .