4) Construction Plans.pdf

NO. DATEBYREVISION DESCRIPTION

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SET NO.

PROJECT:

DATE:

SHEET INDEX

CONSTRUCTION PLANS

SHEET 1

SHEET 2

SHEET 3

TITLE

PROJECT MAP

GENERAL NOTES AND DETAILS

DATE

PROJECT NUMBER

N

Pierce Waterline Repair

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

CONSTRUCTION PLANS

Nez Pece-Clearwater National Forests North Fork Ranger Station

Pierce, Idaho, Clearwater County

AREA MAP

MONTANA / IDAHO INDEX MAP

PROJECT ENGINEER

<FILL IN FOREST>

LOCATION MAP

FOREST SUPERVISOR

<FILL IN FOREST>

FOREST ENGINEER

<FILL IN FOREST>

DISTRICT RANGER

<FILL IN FOREST>

DIRECTOR OF ENGINEERING

NORTHERN REGION

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DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

Pierce Sewer line Replacement

Nez Perce-Clearwater National Forests North Fork Ranger District

Northern Region R1

PROJECT MAP

DATE <FILL IN> <FILL IN> 2

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

PROJECT NAME

Pierce Sewer line Replacement

Nez Perce-Clearwater National Forests

North Fork Ranger District

Northern Region R1

GENERAL NOTES

AND DETAILS

DATE <FILL IN> <FILL IN> 3

USER NOTES: (NO PLOT)

THE SUMMARY OF QTY TABLE PROVIDED IN THIS SHEETSET IS INTENDED AS AN EXAMPLE. USER CREATED SUMMARY OF QTY TABLES SHOULD HAVE A SIMILAR FORMAT

NOTE:

1. CONTRACTOR SHALL CONFIRM PIPE SIZE AND REMOVE AND REPLACE SEWER LINE FROM

BUNKHOUSE TO MANHOLE A.

2. CONTRACTOR SHALL INSTALL CLEANOUT WITHIN 10 OF THE BUNKHOUSE BUILDING.

3. SEWER LINE IS ESTIMATED TO BE BETWEEN 5 FEET AND 7 FEET DEEP. TRENCH BOXES

MAYBE REQURIED FOR THE EXCAVATION AS PER OSHA REGULATION

4. CONTRACTOR SHALL LAY NEW PVC SEWER PIPE AT THE SAME DEPTH AND SLOPE AS THE

EXISTING PIPE TO FACILITATE FLOW TO THE EXISTING MANHOLES.

5. CONTRACTOR WILL SEAL PIPE AT EACH END IN THE ANHOLE IS SUCH A MANNER TO

FACILITATE FLOW.

6. CONTRACTOR IS RESPONSIBLE FOR KEEPING EXCAVATION AND BACKFILL MATERIAL DRY

AND READY FOR BACKFILLING.

1.

NOTE:

2.

3.

4.

5.

CONTRACTOR SHALL CONFIRM PIPE SIZE AND REMOVE AND REPLACE SEWER LINE

FROM MANHOLE A TO MANHOLE B. IT IS ASSUMED TO BE 4' ORANGEBERGE PIPE.

SEWER LINE IS ESTIMATED TO BE BETWEEN 7 FEET AND 12 FEET DEEP. ONE WYE JOINT

IS ANTICIPATED ON THIS SECTION.

CONTRACTOR SHALL LAY NEW PVC SEWER PIPE AT THE SAME DEPTH AND SLOPE AS

THE EXISTING PIPE TO FACILITATE FLOW THORUGH EXISTING MANHOLES.

CONTRACTOR WILL SEAL PIPE AT EACH END IN THE ANHOLE IS SUCH A MANNER TO

FACILITATE FLOW.

CONTRACTOR IS RESPONSIBLE FOR KEEPING EXCAVATION AND BACKFILL MATERIAL

DRY AND READY FOR BACKFILLING.TRENCH BOXES WILL BE REQURIED FOR THE

EXCAVATION.

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