Lion Lake Dam and Platform Plans.pdf

PDF 14 MB Posted

Attached to
Flathead NF, Hungry Horse RD, Lions Lake Dam Rehab
Solicitation number
1240LU21R0002
Issued by

About this file

This document provides details for a federal contract opportunity to rehabilitate Lion Lake Dam in Montana's Flathead National Forest. The solicitation involves upgrading structures at the south dam including the embankment slope, adding riprap erosion protection and modifying the outlet shaft. Work will also replace the downstream outlet pipe and slipline the interior upstream outlet pipe. The parking lot will be repaired and sealed. The north dam embankment crest will be raised to match the south dam. The estimated price range for the project is between $500,000 to $1,000,000. Interested offerors should attend a pre-proposal meeting at the project site. The period of performance is 100 calendar days. The soliciting agency is the US Department of Agriculture Forest Service.

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Text version

No. Description Quantity Unit

15101 Mobilization and Demobilization 1 LS

15201 Construction Survey and Staking 1 LS

20101 Clearing and Grubbing of South Dam 990 SY

20102 Clearing and Grubbing of North Dam 1000 SY

20301 Removal and Disposal of Existing Outlet Pipe, slide gate, & downstream concrete structure

1 LS

20401 Partial Excavation of Embankment (removal of existing embankment) South Dam

1 LS

20402 Disposal of Unsuitable Excavated Embankment Material (South Dam) 2000 CY

20403 Select Soil Borrow for South Dam 3500 CY

20404 Select Soil Borrow for North Dam 750 CY

20405 AASHTO M 6 OR ASTM C33 Filter Sand 400 CY

20406 Hauling & Handling of Potentially Hydrocarbon Impacted Soils to Borrow Area 100 CY

20407 Culvert Foundation Preparation 1 LS

25101 Placed Riprap Class 1 101 CY

25102 Placed Riprap Class 2 10 CY

25103 Salvage and Place Riprap/Boulders 1 LS

30101 Road Surfacing Aggregate for North Dam 75 CY

30102 1.5-inch minus Base Course 150 CY

30103 3-inch minus Subbase Course - Import 215 CY

30403 3-inch minus Subbase Course - Salvaged Material 125 CY

40301 Asphalt 850 SY

41001 Asphalt Slurry Seal Coat 1315 CQ

41801 Asphalt Patching - Existing Parking Lot 100 SY

60101 Concrete, Placed (RCP cradle) 86 LF

60501 Pipe for Toe Drain 530 LF

61901 Salvage Road Gate for Reuse 1 LS

62401 Topsoil Stripping, Stockpile, and Replacement 545 CY

62501 Seeding, Fertilizing and Mulching, Hydraulic Method 1.25 AC

63001 Control of Water 1 LS

64001 36-inch dia. Control Gate 2 EA

64002 36-inch RCP 86 LF

64003 Slipline Existing 36-inch RCP Upstream Outlet Pipe - 32-inch HDPE 40 LF

64004 Core 6-inch Hole in Tower Wall 1 LS

64005 Concrete Surface Restoration 1 LS

64006 Handrail Restoration 1 LS

65001 Field Screening of Potentially Hydrocarbon-Impacted Soils 16 HR

65002 Analytical Testing of Potentially Hydrocarbon-Impacted Soils 10 EA

65003 Handling & Hauling of Potentially Hydrocarbon-Impacted Soils to Landfill 100 CY

LION LAKE FISHING PLATFORM

CONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

FLATHEAD NATIONAL FOREST

HUNGRY HORSE RANGER DISTRICT

FLATHEAD COUNTY MONTANA

AREA MAP

APPROVED BY:

LOCATION MAP

DANIEL HAGER

R1 DIRECTOR OF ENGINEERING

DATE

APPROVED BY:

JENNIFER BRADY

FOREST ENGINEER

DATE

ROB DAVIES

HUNGRY HORSE DISTRICT RANGER

DATE

APPROVED BY:

APPROVED BY:

MARK SODARO

R1 BRIDGE PROGRAM MANAGER

DATE

N

ROCK SOURCE

007 QUARRY

5 MI FROM PROJECT

BORROW SOURCE for

BACKFILL MATERIAL

PROJECT LOCATION

PROJECT:

DATE:

FEBRUARY, 2021

LION LAKE FISHING PLATFORM

Page

Title

G 1.0 LION LAKE FISHING PLATFORM VICINITY MAP

C 1.0 CIVIL SITE PLAN

C 2.0 CIVIL POINTS & LAYOUT VIEW

C 2.1 SLAB AND HANDRAIL DETAILS

S 1.0 GENERAL NOTES

S 2.0 STRUCTURAL PLAN VIEW

S 3.0 ELEVATION VIEW

S 4.0 END ELEVATION WITH DETAILS

S 5.0 STRUCTURAL DETAILS

G 1.0

Signature on File

Signature on File

Signature on File

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NOT TO SCALE

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NOT TO SCALE

N

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CIVIL SITE PLAN

FLATHEAD NATIONAL FOREST

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FLATHEAD NATIONAL FOREST

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THE WATER LEVEL OF LION LAKE WILL BE LOWERED 2 DEPTH TO LAKE BED MAY VARY.

S501

W10 TO HEADWALL CONNECTION

P1 TYPICAL PIER PLAN

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1' - 6"

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STRUCTURAL DETAILS

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