Plans_DRAFT.pdf

PDF 45 MB Posted Oct 17, 2023

Attached to: Intermountain CSA 9 - Site Visit - GAOA SAVENAC WASTE WATER REPAIRS, Lolo National Forest
Solicitation number: 1240LU24B0001
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity for site visit and repairs to a waste water system. The solicitation number is 1240LU24B0001 and is being issued by the Department of Agriculture Forest Service for Intermountain CSA 9. The opportunity type is a special notice. The federal contract involves plans for GAOA SAVENAC WASTE WATER REPAIRS at the Lolo National Forest. The file includes draft plans related to the repairs that are 45MB in size. No other details on pricing, response dates, or award timing are provided in this document.

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NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

PROJECT LOCATION

SHEET 1 COVER

SHEET 2 LEGEND, ABBREVIATIONS AND GENERAL NOTES

SHEET 3 QUANTITIES AND PROJECT NOTES

SHEET 4 EXISTING SITE PLAN AND CONTROL TABLE

SHEET 5 SANITARY SEWER OVERALL PLAN

SHEET 6 WATER SYSTEM OVERALL PLAN

SHEET 7 FORCEMAIN OVERALL PLAN

SHEET 8 SANITARY SEWER LINE PLAN & PROFILE - ALIGNMENT 1

SHEET 9 SANITARY SEWER LINE PLAN & PROFILE - ALIGNMENT 2

SHEET 10 SANITARY SEWER LINE PLAN & PROFILE - ALIGNMENT 3

SHEET 11 WATER LINE PLAN & PROFILE - ALIGNMENT 1

SHEET 12 WATER LINE PLAN & PROFILE - ALIGNMENT 2

SHEET 13 FORCEMAIN PLAN & PROFILE

SHEET 14 WATER SYSTEM AND SURFACE RESTORATION DETAILS

SHEET 15 BLOW OFF HYDRANT DETAILS

SHEET 16 DOUBLE FAUCET DETAIL

SHEET 17 SANITARY SEWER DETAILS

SHEET 18 DRAINFIELD DETAILS

SHEET 19 SEPTIC TANK AND DOSE TANK DETAILS

SHEET 20 NEW WELL SITE PLAN

SHEET 21 WELL DETAILS

SHEET 22 WELL HOUSE PIPING DETAILS

SHEET 23 WELL HOUSE DETAILS

SHEET 24 WELL HOUSE ELECTRICAL 1

SHEET 25 WELL HOUSE ELECTRICAL 2

SHEET 26 IRRIGATION SITE PLAN

SEPTEMBER 15, 2023

1-21275

SAVENAC HISTORIC TREE NURSERY -

WATER AND WASTEWATER SYSTEM

IMPROVEMENTS

CONSTRUCTION PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

LOLO NATIONAL FOREST

SUPERIOR RANGER DISTRICT

MINERAL COUNTY, MONTANA

PLANS PREPARED BY:

JOE STOLSKI, EI

KINSEE DODGE, EI

QA/QC BY:

JOEL PILCHER, PE

DATE

RECOMMENDED BY:

THIS PROJECT

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

PROJECT LOCATION

Missoula

Miles City

Malta Kalispell

Helena

Hamilton

Great Falls

Glendive

Butte

Bozeman Billings

CANADA

WYOMING

N O

IDAHO

HavreShelby

Wolf Point

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

90% DESIGN SUBMITTAL

DRAFT

Haugan

DATE

APPROVED BY:

MATTHEW MUDD, PE

OF 26

, A

O N

D G

M W

5, EXISTING PROPOSED DESCRIPTION

CTV CTV

FO FO

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OHP OHP

UGP UGP

FM FM

S S

OHT OHT

UGT UGT

SD SD

W W

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WS WS

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EXISTING PROPOSED DESCRIPTION

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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 4280 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 1180 LINEAL FEET

02660-3 2" GATE VALVE W/ BOX 6 EACH

02660-4 1" CURB VALVE W/ BOX 20 EACH

02660-5 2" BLOWOFF HYDRANT 2 EACH

02660-6 1" FROST FREE HYDRANT W/ BACKFLOW PREVENTER 9 EACH

02660-7 1" DOUBLE FAUCET CONNECTION 3 EACH

02660-8 1" SELF-CLOSING HYDRANT WITH SPLASH PAD 1 EACH

02660-9 2" X 90° BEND 2 EACH

02660-10 2" X 45° BEND 4 EACH

02660-11 2" X 2" CROSS 1 EACH

02660-12 2" X 2" TEE 1 EACH

02660-13 2" X 1" TEE 12 EACH

02660-14 2" X 1" REDUCER 1 EACH

02660-15 1" X 1" TEE 5 EACH

02665-1 3" HDPE SEWER FORCE MAIN 1100 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 820 LINEAL FOOT

02730-3 SEWER SERVICE CLEANOUTS 10 EACH

02730-4 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

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.

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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

O A

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

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

HISTO

RIC

ULLAN RO

UPPER

PLANTING

BENCH

ARBORETUM

POND

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PLAN VIEW

COMPOSITE GRATE

FRAME PLAN

FRAME SECTION GRATE SECTION

GRATE PLAN

SECTION A-A

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LIGHT FIXTURE SCHEDULE

ELECTRICAL LEGEND

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AFT

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NEW POWER RISER DIAGRAM - SAVENAC

PANEL SCHEDULE

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POND

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HISTO

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ARBORETUM

SPRAY PATTERN FLOW PER HEAD NUMBER OF HEADS

90° 1 GPM 20

180° 2 GPM

270° 3 GPM

360° 4 GPM

File details come from the government source that posted it. Updated Oct 17, 2023.