revisedPlans_1_11_2024-Signed.pdf

PDF 40 MB Posted Jan 12, 2024

Attached to: ABSTRACT -GAOA SAVENAC WATER-WASTE WATER SYSTEM REPLACEMENT, Lolo National Forest
Solicitation number: 1240LU24B0001
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jan 12, 2024

This document provides details for a federal contract opportunity to replace the water and wastewater system at the GAOA Historic Savenac site on the Lolo National Forest near Haugan, Montana. The solicitation number is 1240LU24B0001 and is being issued by the United States Department of Agriculture Forest Service. Interested parties should respond with proposals by the specified deadline to undertake a project replacing aging water and wastewater infrastructure at the GAOA Historic Savenac location with the goal of improving facilities and operations. The description notes the solicitation package contains relevant attachments. Relevant response dates, award timing, pricing requirements and other salient details are not specified in this overview of the opportunity.

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Other files

File	Type	Posted
Abstract_signed.pdf	PDF	Jan 25, 2024
Updated_ScheduleOfItems_01192024.pdf	PDF	Jan 22, 2024
UpdatedSheet3Plans_01192024.pdf	PDF	Jan 22, 2024
Amendment0002_SF30_1240LU24B0001.pdf	PDF	Jan 22, 2024
Amendment0001_SF30_1240LU24B0001.pdf	PDF	Jan 12, 2024
revisedSpecs_1_11_2024.pdf	PDF	Jan 12, 2024
Specs_12_06_2023.pdf	PDF	Dec 18, 2023
MT20230078_WageDeterminiation.pdf	PDF	Dec 18, 2023
Plans_12_06_2023.pdf	PDF	Dec 18, 2023
1240LU24B0001 Solicitation.pdf	PDF	Dec 18, 2023

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DOUGLAS WRIGHT Digitally signed by DOUGLAS WRIGHT Date: 2024.01.08 14:57:32 -08'00'

DANIEL HAGER Digitally signed by DANIEL HAGER Date: 2024.01.09 07:49:21 -07'00'

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LEGEND

EXISTING PROPOSED DESCRIPTION

CTV CTV

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GENERAL NOTES:

EXISTING PROPOSED DESCRIPTION

ABBREVIATIONS

DETAIL OR SECTION TITLE

GENERAL DESIGN DESIGNATIONS:

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ESTIMATED QUANTITIES**

ITEM NO. DESCRIPTION QUANTITY UNIT REMARKS

01000-1 MOBILIZATION 1 LUMP SUM

01172-1 CONSTRUCTION SURVEY AND STAKING 1 LUMP SUM

02050-1 ABANDON EXISTING SEPTIC TANK AND LIFT STATION 1 LUMP SUM SEE PROJECT NOTE 8, THIS

SHEET

02221-1 TYPE B SURFACE RESTORATION 930 LINEAL FEET

02221-2 TYPE C SURFACE RESTORATION 4370 LINEAL FEET

02525-1 DRILL WELL 90 LINEAL FEET

02525-2 TEMPORARY SURFACE CASING 1 LUMP SUM

02525-3 STEEL WELL CASING 65 LINEAL FEET

02525-4 TELESCOPIC WELL SCREEN AND RISER PIPE 25 LINEAL FEET

02525-5 WELL DEVELOPMENT/WELL PUMP TEST/AQUIFER TEST 30 HOUR

02525-6 WELL COMPLETION 1 LUMP SUM

02615-1 WELL HOUSE PIPING 1 LUMP SUM

02660-1 2" HDPE WATERLINE 1190 LINEAL FEET

02660-2 1" HDPE WATERLINE 1210 LINEAL FEET

02660-3 2" CURB VALVE W/ BOX 4 EACH

02660-4 1" CURB VALVE W/ BOX 10 EACH

02660-5 2" BLOWOFF HYDRANT 2 EACH

02660-6 1" FROST FREE HYDRANT W/ BACKFLOW PREVENTER 12 EACH

02660-7 2" X 90° BEND 2 EACH

02660-8 2" X 45° BEND 4 EACH

02660-9 2" X 2" CROSS 1 EACH

02660-10 2" X 2" TEE 1 EACH

02660-11 2" X 1" TEE 12 EACH

02660-12 2" X 1" REDUCER 2 EACH

02660-13 1" X 1" TEE 5 EACH

02665-1 3" HDPE SEWER FORCE MAIN 1150 LINEAL FOOT

02665-2 3" X 45° BEND 5 EACH

02665-3 3" X 22-1/2° BEND 2 EACH

02730-1 6" PVC SEWER MAIN 920 LINEAL FOOT

02730-2 4" PVC SEWER SERVICE LINE 830 LINEAL FOOT

02730-3 SEWER SERVICE CLEANOUTS 7 EACH

02730-4 RV PAD SEWER CONNECTION 3 EACH

02730-5 CONCRETE MANHOLES 5 EACH

02810-1 SPRINKLER IRRIGATION SYSTEM 1 LUMP SUM

THIS ITEM IS AN ADDITIVE

ALTERNATE AND WILL BE

AWARDED AT THE DISCRETION

OF THE CO.

11600-1 SEPTIC SYSTEM 1 LUMP SUM

11600-2 DRAINFIELD 1 LUMP SUM

13340-1 FABRICATED PRECAST CONCRETE WELL HOUSE 1 LUMP SUM

15505-1 WELL HOUSE HVAC 1 LUMP SUM

16000-1 WELL HOUSE ELECTRICAL 1 LUMP SUM

PROJECT NOTES:

1. MATERIALS MAY BE STOCKPILED ON-SITE. A STAGING AND STORAGE AREA CAN BE ESTABLISHED AT A

LOCATION APPROVED BY OWNER.

2. ALL PROJECT-GENERATED DEBRIS AND WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF

LEGALLY BY THE CONTRACTOR.

3. TRACER WIRE SHALL BE INSTALLED WITH ALL WATERLINE AND SEWER FORCE MAIN EQUAL TO OR

GREATER THAN 3 4" DIAMETER.

4. NEW WATER LINE AND SEWER FORCE MAIN TO HAVE MINIMUM 6.5' BURY DEPTH.

5. EXISTING WATER AND SEWER LINES ARE TO BE ABANDONED IN PLACE. PIPING AND VALVES SHALL BE

REMOVED AS NEEDED TO ALLOW FOR INSTALLATION OF THE NEW SYSTEM.

6. EXISTING MANHOLES AND HYDRANTS SHALL BE REMOVED. ALL ITEMS REMOVED SHALL BE DISPOSED OF

BY THE CONTRACTOR, AND ALL REMOVAL AND DISPOSAL COSTS SHALL BE INCIDENTAL TO THE

PROJECT.

7. ALL EQUIPMENT SHALL BE WASHED PRIOR TO ENTERING THE PROJECT SITE TO REMOVE VEGETATION

TO AVOID THE SPREAD OF WEEDS.

8. ONCE THE NEW TREATMENT SYSTEM IS INSTALLED AND OPERATIONAL, THE EXISTING SEPTIC TANK AND LIFT STATION STRUCTURES SHALL BE ABANDONED. THE STRUCTURES SHALL BE PUMPED OUT, FILLED WITH PEA GRAVEL, AND THEN COVERED WITH FILL, RESTORED TO THE NATURAL CONTOURS AND SEEDED. THE EXISTING LIDS AND RISERS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.

9. EXCESS SOIL MATERIAL CAN BE DISPOSED OF AT THE BIG CREEK PIT (47° 22' 29" N, 115° 24' 01" W)

LOCATED SOUTH OF THE INTERSTATE APPROXIMATELY ONE MILE FROM THE PROJECT SITE.

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P O

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S S

W W W W

W W

U G

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W W

W W W W

W W

W W W

U G

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UGP

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EXISTING SITE PLAN

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SURVEY NOTES

1. THIS PROJECT IS IN A LOCAL COORDINATE SYSTEM.

2. DIMENSIONS SHOWN ON THE PLANS ARE GROUND. HORIZONTAL AND VERTICAL DIMENSIONS ARE

EXPRESSED IN UNITS OF INTERNATIONAL FEET.

POND

G E R

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BUILDING INDEX

A. ADMINISTRATION BUILDING/OFFICE

B. RESIDENCE W/ GARAGE

C. COOKHOUSE (FORMER RESIDENCE)

D. WAREHOUSE

E. BUNKHOUSE (FORMER EQUIPMENT SHED)

F. GARAGE

G. OLD PACKING PLANT

CONTROL POINT COORDINATE TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 1,199,009.42 510,701.97 3,130.52 REBAR W/ RED CAP

CP2 1,198,762.61 510,810.07 3,126.46 REBAR W/ RED CAP

CP3 1,199,292.22 510,779.84 3,142.27 REBAR W/ RED CAP

CP4 1,199,496.07 510,744.53 3,173.59 REBAR W/ RED CAP

CP99 1,198,471.61 510,323.89 3,117.65 REBAR W/ RED CAP

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UPPER

PLANTING

BENCH

ARBORETUM

POND

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OVERALL PLAN VIEW OF SANITARY SEWER

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OVERALL PLAN VIEW OF WATER SYSTEM

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OVERALL PLAN VIEW OF FORCEMAIN

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PROFILE VIEW OF SANITARY SEWER LINE ALIGNMENT 1 - STA. 100+00 TO STA. 106+00

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PLAN VIEW OF SANITARY SEWER LINE ALIGNMENT 1 - STA. 100+00 TO STA. 106+00

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NOTE:

PROFILE VIEW OF SANITARY SEWER LINE ALIGNMENT 2 - STA. 107+00 TO STA. 109+50

SS SS SS SS

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PLAN VIEW OF SANITARY SEWER LINE ALIGNMENT 2 - STA. 107+00 TO STA. 109+50

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PROFILE VIEW OF SANITARY SEWER LINE ALIGNMENT 3 - STA. 110+00 TO STA. 112+50

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PLAN VIEW OF SANITARY SEWER LINE ALIGNMENT 3 - STA. 110+00 TO STA. 112+50

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PROFILE VIEW OF WATER LINE ALIGNMENT 1 - STA. 150+00 TO STA. 156+50

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PLAN VIEW OF WATER LINE ALIGNMENT 1 - STA. 150+00 TO STA. 156+50

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PROFILE VIEW OF WATER LINE ALIGNMENT 2 - STA. 157+00 TO STA. 162+00

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PROFILE VIEW OF WATER LINE ALIGNMENT 2 - STA. 157+00 TO STA. 162+00

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PLAN VIEW OF WATER LINE ALIGNMENT 2 - STA. 157+00 TO STA. 162+00

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PROFILE VIEW OF FORCE MAIN - STA. 162+00 TO STA. 173+50

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PROFILE VIEW OF FORCE MAIN - STA. 162+00 TO STA. 173+50

NORTH

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NOTES:

TRACER WIRE DETAIL

FROST-FREE HYDRANT DETAIL

NOTES:

TYPE "B" SURFACE RESTORATION TYPE "C" SURFACE RESTORATION

NOTES:

WATER SERVICE DETAIL

TYPICAL UTILITY TRENCH WITH TYPICAL UTILITY TRENCH WITH

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BLOW OFF HYDRANT

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RV PAD WATER AND SEWER CONNECTION

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RV SEWER SERVICE CONNECTION DETAIL SANITARY SEWER SERVICE CONNECTION

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NOTES:

SANITARY SEWER MANHOLE

SECTION A-A

A A

GENERAL NOTES:

STANDARD CLEANOUT

A A

SECTION A-A

A A

STANDARD 24" CAST IRON RING

STANDARD CAST IRON COVER

SECTION

SECTION A-A

HALF PLAN

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DRAINFIELD LAYOUT

TYP. DRAINFIELD LATERAL CLEANOUT BOX

TYPICAL DRAINFIELD BEGINNING LATERAL

TYP. DRAINFIELD LATERAL END INSPECTION RISER

NOTES:

STANDARD PRESSURE DOSE INFILTRATION TRENCH

GRAVEL-LESS LEACHING CHAMBERS

NOTES:

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NOTES:

6,000 GALLON SEPTIC TANK

2,000 GALLON DOSE TANK

DOSING SYSTEM CONTROLS DETAIL

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N O R T H

PLAN VIEW OF NEW WELL

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TYPICAL WELL DETAIL

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SAVENAC PUMPHOUSE - PLAN VIEW

TYPICAL PIPING ENTRANCE/EXIT SECTION

NOTES:

N O R T

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C H

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RIGHT ELEVATION VIEW TYPICAL END ELEVATION VIEW

LEFT ELEVATION VIEW FLOOR PLAN

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SAVENAC PUMPHOUSE ELECTRICAL PLAN

LIGHT FIXTURE SCHEDULE

ELECTRICAL LEGEND

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NEW POWER RISER DIAGRAM - SAVENAC

PANEL SCHEDULE

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IRRIGATION SITE PLAN

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POND

G E R

O A

HISTO

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ULLAN RO

ARBORETUM

NOTE:

SPRINKLER HEAD LAYOUT

SPRAY PATTERN FLOW PER HEAD NUMBER OF HEADS

90° 1 GPM 20

180° 2 GPM

270° 3 GPM

360° 4 GPM

LNF_Savenac_WW_Plans_Revised_1_11_2024

Sheets and Views

1 Cover

2 Legend, Abbreviations and General Notes

3 Quantities and Project Notes

4 Existing Site Plan and Control Table

5 Sanitary Sewer Overall Plan

6 Water System Overall Plan

7 Forcemain Overall Plan

8 Sanitary Sewer Line Plan & Profile - Alignment 1

9 Sanitary Sewer Line Plan & Profile - Alignment 2

10 Sanitary Sewer Line Plan & Profile - Alignment 3

11 Water Line Plan & Profile - Alignment 1

12 Water Line Plan & Profile - Alignment 2

13 Forcemain Plan & Profile

14 Water System and Surface Restoration Details

15 Blow Off Hydrant & RV Pad Connection Details

16 Wastewater Details

17 Sanitary Sewer Details

18 Drainfield Details

19 Septic Tank and Dose Tank Details

20 New Well Site Plan

21 Well Details

22 Well House Piping Details

23 Well House Details

24 Well House Electrical 1

25 Well House Electrical 2

26 Irrigation Site Plan

LNF_Savenac_WW_Plans_Signed Title Page

File details come from the government source that posted it. Updated Jan 12, 2024.