100 Percent Design Drawings.pdf

PDF 10 MB Posted Apr 19, 2021

Attached to: AFTC- Domestic Water System Rehabilitation
Solicitation number: 140F0121R0016
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for domestic water system rehabilitation work. The U.S. Fish and Wildlife Service is soliciting proposals for a firm fixed price construction contract between $500,000 and $1,000,000 to rehabilitate the domestic water system at the Abernathy Fish Technology Center in Portland, Oregon. Interested contractors must be registered in the System for Award Management and this acquisition is set aside only for small businesses with a size standard of $39.5 million. Proposals are due under solicitation number 140F0121R0016 by January 16, 2022. The selected contractor must begin work within 10 days of the notice to proceed and complete the project within 180 days.

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Other files

File	Type	Posted
Questions and Responses. Amendment 3_0003.pdf	PDF	May 18, 2021
Sol_140F0121R0016_Amd_0003.pdf	PDF	May 18, 2021
Sol_140F0121R0016_Amd_0002.pdf	PDF	May 17, 2021
Questions and Responses. Amend 1_0001.pdf	PDF	May 6, 2021
Revised Statement of Work_0001.pdf	PDF	May 6, 2021
Sol_140F0121R0016_Amd_0001.pdf	PDF	May 6, 2021
Contractor Sign-In_0001.pdf	PDF	May 6, 2021
Revised Proposal Form-Schedule of Prices_0001.xlsx	XLSX spreadsheet	May 6, 2021
Statement of Work.docx	DOCX document	Apr 19, 2021
Proposal Form-Schedule of Prices.xlsx	XLSX spreadsheet	Apr 19, 2021
Davis-Bacon Act Wage Determination.pdf	PDF	Apr 19, 2021
Pre-Offer Meeting. Site Visit Information.docx	DOCX document	Apr 19, 2021
Project Narrative.pdf	PDF	Apr 19, 2021
Sol_140F0121R0016.pdf	PDF	Apr 19, 2021
General and Technical Specifications.pdf	PDF	Apr 19, 2021
PRV Locations.pdf	PDF	Apr 19, 2021
Technical Requirements.doc	DOC document	Apr 19, 2021
Subcontract List and List of Named Equipment_Material Manufacturers Form.pdf	PDF	Apr 19, 2021
Water System Modification Conditional Approval Letter and Construction Completion Report Form.pdf	PDF	Apr 19, 2021

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US Fish and Wildlife Service - Region 1 - Portland, Oregon

Abernathy Fish Technology Center

Domestic Water Supply System Rehabilitation

Cowlitz County, Washington

VOLUME 2 - CONSTRUCTION DRAWINGS

SEPTEMBER, 2020

ASSOCIATES

JACOBS

McMILLEN

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SERVICE

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FISH & WILDLIFE

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ISSUED FOR BID

ABERNATHY FISH TECHNOLOGY CENTER

DOMESTIC WATER SUPPLY SYSTEM REHABILITATION

COWLITZ COUNTY, WASHINGTON

ASSOCIATES

JACOBS

McMILLEN

W A S H I N G T O N

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O R E G O N

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Everett

Tacoma

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H O

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Bellingham

Aberdeen Olympia

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LOCATION

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CASTLE

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KELSO

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KALAMA

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STELLA

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CLATSKANIE

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OAK POINT

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RAINIER

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WAHKIAKUM CO.

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COWLITZ CO.

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LONGVIEW

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OREGON

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WASH.

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OREGON

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WASH.

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OREGON

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ABERNATHY

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FISH

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TECHNOLOGY

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CENTER

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VICINITY MAP

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WASHINGTON

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SITE MAP

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SERVICE

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FISH & WILDLIFE

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FISH AND WILDLIFE SERVICE

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SUBMITTED BY REGIONAL ENGINEER

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PROGRAMMATIC REVIEW

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REVIEWED FOR ADA COMPLIANCE

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REVIEWED FOR ENVIRONMENTAL COMPLIANCE

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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)

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SUBMITTED BY PROJECT MANAGER

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DATE

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REV.

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SHEET __ OF __

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DRAWING NO.

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DRAWN

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DATE

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SURVEYED

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DESIGNED

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PORTLAND, OREGON

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CHECKED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 1, OFFICE OF ENGINEERING

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DESCRIPTION

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REVIEWED FOR SAFETY COMPLIANCE

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VERIFY SCALE

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THIS BAR IS

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ONE INCH ON

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ADJUST SCALES

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ACCORDINGLY, IF

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ON THIS SHEET

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NOT ONE INCH

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ORIGINAL DRAWING

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ABERNATHY

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FISH TECHNOLOGY CENTER

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DOMESTIC WATER SUPPLY SYSTEM REHABILITATION

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PROJECT LOCATION,

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VICINITY AND SITE MAP

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COWLITZ COUNTY

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WASHINGTON

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ASL

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RWW

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MSM

AutoCAD SHX Text 09/17/20

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ISSUED FOR BID

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LOCATION MAP

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SCALE: NTS

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PROJECT LOCATION

ASSOCIATES

JACOBS

McMILLEN

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ONE INCH ON

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THIS BAR IS

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SHEET INDEX

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100% DESIGN

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SHEET NO.

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DWG NO.

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SHEET DESCRIPTION

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GENERAL

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COVER

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PROJECT LOCATION, VICINITY AND SITE MAP

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SHEET INDEX AND PROJECT DESIGN CRITERIA

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STANDARD ABBREVIATIONS AND SYMBOLS

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PIPING SCHEDULE

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EXISTING SITE WATER DISTRIBUTION SCHEMATIC

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NEW SITE WATER DISTRIBUTION SCHEMATIC

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EXISTING SITE MAP AND CONTRACTOR LAYDOWN AND STORAGE AREA

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EROSION AND SEDIMENT CONTROL

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EC001

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EROSION AND SEDIMENT CONTROL STANDARD DETAILS

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EC100

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EROSION AND SEDIMENT CONTROL SITE PLAN

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DEMOLITION

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EXISTING DISTRIBUTION SYSTEM DEMOLITION PHOTOGRAPHS

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CIVIL

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GC001

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CIVIL STANDARD DETAILS 1

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GC002

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CIVIL SITE PLAN AND STANDARD NOTES

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EXISTING DISTRIBUTION SYSTEM MODIFICATION DETAILS AND NOTES 1

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EXISTING DISTRIBUTION SYSTEM MODIFICATION DETAILS AND NOTES 2

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GROUND WATER SUPPLY LINE PLAN

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TREATED WATER SUPPLY LINE PLAN

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BOOSTER PUMP BUILDING SITE PLAN

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BOOSTER PUMP BUILDING SECTION

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STRUCTURAL

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STRUCTURAL GENERAL NOTES

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STRUCTURAL DESIGN CRITERIA AND SPECIAL INSPECTION

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GS003

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STRUCTURAL STANDARD DETAILS

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BOOSTER PUMP BUILDING FLOOR PLAN

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BOOSTER PUMP BUILDING SECTIONS

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BOOSTER PUMP BUILDING DETAILS

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BOOSTER PUMP BUILDING ELEVATIONS

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MECHANICAL

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GM001

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MECHANICAL STANDARD NOTES AND SYMBOLS

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GM002

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MECHANICAL STANDARD DETAILS

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GM003

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MECHANICAL SCHEDULES

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AutoCAD SHX Text M200

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BOOSTER PUMP BUILDING MECHANICAL AND PROCESS PIPING PLAN

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BOOSTER PUMP BUILDING UTILITY WATER PLAN

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BOOSTER PUMP BUILDING SECTIONS 1

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BOOSTER PUMP BUILDING SECTIONS 2

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INDOOR HATCHERY PIPING MODIFICATIONS

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HVAC

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GH001

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HVAC SCHEDULES, NOTES AND DETAILS

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BOOSTER PUMP BUILDING HVAC PLAN

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ELECTRICAL

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GE001

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ELECTRICAL STANDARD ABBREVIATIONS

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GE002

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ELECTRICAL STANDARD SYMBOLS

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ONE-LINE DIAGRAM AND SCHEDULE

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ELECTRICAL SITE PLAN

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BOOSTER PUMP BUILDING POWER AND LIGHTING PLAN

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CONTROL PANEL LAYOUT

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INSTRUMENTATION AND CONTROL

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GI001

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INSTRUMENTATION GENERAL NOTES AND SYMBOLS

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GI002

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I&C STANDARD DETAILS

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BOOSTER PUMP STATION GW PUMPS P&ID

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BOOSTER PUMP STATION SODIUM HYPOCHLORITE CHEM FEED P&ID

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DESIGN CRITERIA FOR POTABLE WATER DISTRIBUTION SYSTEM

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DESIGN CRITERIA DESCRIPTION

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UNITS

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VALUE

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EXISTING WELL #4 AND DISTRIBUTION SYSTEM

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WELL #4 SUBMERSIBLE PUMP MOTOR POWER

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WELL #4 SUBMERSIBLE PUMP CONFIGURATION

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1 DUTY + 1 STANDBY

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FLOW RANGE FROM WELL #4 (AQUACULTURE + DOMESTIC)

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GPM

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ESTIMATED # OF NON-RESIDENTIAL PEOPLE SERVED >180 DAYS/YEAR

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WDOH NON-COMMUNITY WATER SYSTEM CLASSIFICATION

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GROUP A

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WDOH GROUP A SUBSYSTEM CLASSIFICATION

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NON-TRANSIENT, NON COMMUNITY

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COLIFORM SAMPLING CURRENTLY PERFORMED PER YEAR

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12 (1 PER MONTH)

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IS PRIMARY DISINF CURRENTLY REQD PER WAC 246-290-451 (4)

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IS SECONDARY DISINF CURRENTLY REQD PER WAC 246-290-451 (5)

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IF SECONDARY DISINF REQD IN FUTURE TO WHAT LEVEL

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MG/L

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>0.2 AT EXTENTS OF SYSTEM

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EXISTING BOOSTER PUMP MOTOR POWER

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EXISTING BOOSTER PUMP CONFIGURATION

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DUTY/STANDBY

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EXISTING DOMESTIC WATER RESERVOIR STORAGE*

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GAL

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EXISTING WELL #4 WATER QUALITY INFORMATION (FROM SAMPLING 1980 THRU 1999)

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TOTAL HARDNESS

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MG/L

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ALKALINITY

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MG/L

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TOTAL DISSOLVED SOLIDS (TDS)

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MG/L

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AutoCAD SHX Text 7.9

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HYDROGEN SULFIDE (H2S)

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NON-DETECT

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IRON

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MG/L

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ZINC

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NON-DETECT

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NITRATE

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MG/L

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NITRITE

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NON-DETECT

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COPPER

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NON-DETECT

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TOTAL PHOSPHATE

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MG/L

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FLUORIDE

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MG/L

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NEW POTABLE WATER DISTRIBUTION SYSTEM

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POTABLE WATER FLOW RANGE

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GPM

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ESTIMATED TDH FOR BOOSTER PUMPS

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100 TO 150

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NO. OF NEW BOOSTER PUMPS

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2 (DUTY + STANDBY)

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MTR POWER REQD FOR BOOSTER PUMPS

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HYDRO-PNEUMATIC TANK LOW PRESSURE (PUMP ON)

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PSIG

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BOOSTER PUMP SET POINT PRESSURE

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PSIG

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HYDRO-PNEUMATIC TANK HIGH PRESSURE (PUMP OFF)

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PSIG

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HYDRO-PNEUMATIC TANK MIN USABLE VOLUME (PER TANK)

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GAL

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REQD CT VALUE (FREE CHLORINE)

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MG/L-MIN

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CHLORINE CONTACTOR TYPE

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PIPELINE

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ESTIMATED CONTACTOR HYD EFFICIENCY

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TARGET CHL RESIDUAL AT END OF CONTACTOR

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MG/L

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HYD RESIDENCE TIME REQUIRED IN CONTACTOR

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MIN

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DESIGN FLOW FOR CHLORINE CONTACTOR

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GPM

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PIPELINE CONTACTOR OUTSIDE DIA

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INCHES

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PIPELINE CONTACTOR REQD LENGTH (AT SYSTEM FLOW OF 25 GPM)

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* EXISTING DOMESTIC WATER RESERVOIR TO BE REPURPOSED AS FIRE-SUPPRESSION WATER STORAGE RESERVOIR ONLY.

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AutoCAD SHX Text 09/17/20

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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ISSUED FOR BID

McMILLEN

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1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 2. LISTING OF ABBREVIATIONS DOES NOT IMPLY ALL ABBREVIATIONS ARE LISTING OF ABBREVIATIONS DOES NOT IMPLY ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. 3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF THE ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF THE WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING; "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING. 4. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 5. ALL SYMBOLS ARE NOT NECESSARILY USED. THIS IS A STANDARD ALL SYMBOLS ARE NOT NECESSARILY USED. THIS IS A STANDARD DRAWING SHOWING COMMON ON THIS PROJECT. 6. DISCIPLINE SPECIFIC ABBREVIATIONS ARE LISTED BY DISCIPLINE SECTION.DISCIPLINE SPECIFIC ABBREVIATIONS ARE LISTED BY DISCIPLINE SECTION.

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CROSS SECTION

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XSECT

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W/ W/O W WL WLD WS WSEL WV WWF

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VAR VC VCT VEL VERT VOL VPC VPI VPT

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UNO

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UNLESS NOTED OTHERWISE

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TOB TOC TOF TOG TOL TOP TOPO TOS TOW TYP

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TANGENT TEMPORARY BENCHMARK

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TAN TBM

AutoCAD SHX Text SOUTH SECTION SQUARE FOOT SHEET SLOPE SLEEVE SLAB ON GRADE SPACING SPECIFICATION SUPPLY STAINLESS STEEL STANDARD STIFFENER STIRRUP STEEL SUBSTITUTE SQUARE YARD SYMBOL SYMMETRICAL

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S SECT SF SHT SL SLV SOG SPA SPEC SPLY SST STD STIF STIR STL SUB SY SYM SYMM

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RADIUS RECESS REFERENCE REINFORCING REMOVE REQUIRED RETAINING RIGHT

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R REC REF REINF REM REQD RET RT

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RATE OF FLOW QUANTITY

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Q QTY

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ID IE IF IN INT INV IPS IPT IR ISO

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L LAD LATL LB LF LIN LLH LLV LNG LOC LP LT LWC

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MANUAL MATERIAL MAXIMUM MACHINE BOLT MECHANICAL COUPLING MEDIUM

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MAN MATL MAX MB MC MED

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JOINT FILLER JOINT

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JF JT

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GA GALV GB GEN GND GR GRTG GVL

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FG FIG FL FLEX FLG FLR FN FOC FPT FRP FT FTG FUT FW

AutoCAD SHX Text FINISHED GRADE FIGURE FLOW, FLOW LINE FLEXIBLE FLANGE FLOOR FENCE FACE OF CONCRETE FEMALE PIPE THREAD FIBERGLASS REINFORCED PLASTIC FEET, FOOT FOOTING, FITTING FUTURE FIELD WELD

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E EA EE EF EL ELEV EMBD ENGR EOP EQ EQUIP ES EW EXC EXST EXP EXT

AutoCAD SHX Text EAST EACH EACH END EACH FACE ELBOW, ELEVATION ELEVATION EMBEDDED ENGINEER END OF PIPE EQUAL EQUIPMENT EACH SIDE, EQUAL SPACE, EACH WAY EXCAVATION EXISTING EXPANSION, EXPOSED EXTERIOR, EXTERNAL, EXTENSION

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D DBA DEMO DET DI DIA DIAG DBL DWG

AutoCAD SHX Text DEFORMED DEFORMED BAR ANCHOR DEMOLITION DETAIL DUCTILE IRON DIAMETER DIAGONAL, DIAGRAM DOUBLE DRAWING

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CLR CLSM COL CONC CONN CONST CONT CP CSK CTR CVT CW CY

AutoCAD SHX Text CLEAR CONTROLLED LOW STRENGTH MATERIAL COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTROL POINT COUNTERSINK CENTER CULVERT CLOCKWISE CUBIC YARD

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C TO C C CCB CCP CCW CF CIP CJ CJP CL CLJ

AutoCAD SHX Text CENTER TO CENTER CONDUIT CONCRETE BLOCK CONCRETE CYLINDER PIPE COUNTER CLOCKWISE CUBIC FEET (FOOT) CAST-IN-PLACE CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CENTERLINE CONTROL JOINT

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BE BF BFV BITUM BKG BLDG BLK BLKG BMP BOP BOT BP BRG BRGP BRKT BS BTW BTWLD BW

AutoCAD SHX Text BOTH ENDS, BELL END BOTH FACES, BOTTOM FACE, BLIND FLANGE, BOARD FEET BUTTERFLY VALVE BITUMINOUS BACKING BUILDING BLOCK BLOCKING BEST MANAGEMENT PRACTICE BOTTOM OF PIPE, BEGINNING OF PIPE BOTTOM BASE PLATE BEARING BEARING PLATE BRACKET BOTH SIDES BETWEEN BUTT WELD BOTH WAYS

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A/E AB ABC ACP ADDL ADH ADJ AFF AFG AGGR ALIG ALUM ANC AVG

AutoCAD SHX Text ARCHITECT/ENGINEER ANCHOR BOLT AGGREGATE BASE COURSE ASPHALTIC CONCRETE PAVEMENT ADDITIONAL ADHESIVE ADJUSTABLE, ADJACENT ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE ALIGNMENT ALUMINUM ANCHOR AVERAGE

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MANUFACTURER MINIMUM MISCELLANEOUS MECHANICAL JOINT MODIFY MALE PIPE THREAD

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MFR MIN MISC MJ MOD MPT

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ABBREVIATIONS

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HC HDR HMA HORIZ HPC HPT

AutoCAD SHX Text HORIZONTAL CENTERLINE HEADER HOT MIX ASPHALT HORIZONTAL HORIZONTAL POINT OF CURVATURE HORIZONTAL POINT OF TANGENCY

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HSS HT HWL HYD

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HOLLOW STRUCTURAL SHAPE HEIGHT HIGH WATER LEVEL HYDRAULIC

AutoCAD SHX Text PRE-ENGINEERED METAL BUILDING PENETRATION PERPENDICULAR PLATE, PROPERTY LINE POSITIVE, POSITION PREFABRICATED PRELIMINARY PIPE SUPPORT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT, POINT OF TANGENCY POLYVINYL CHLORIDE

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PEMB PEN PERP PL POS PREFAB PRELIM PS PSF PSI PT PVC

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FBO FD FDC FDTN FE

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FURNISHED BY OWNER FLOOR DRAIN FLEXIBLE DUCT CONNECTION FOUNDATION FLANGED END

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OUT-TO-OUT ON CENTER OUTSIDE DIAMETER OUTSIDE RADIUS ORIGINAL OVERFLOW

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O TO O OC OD OR ORIG OVFL

AutoCAD SHX Text NORTH, NEUTRAL NOT APPLICABLE NOT IN CONTRACT NATIONAL MARINE FISHERIES SERVICE NOMINAL NOMINAL PIPE SIZE NATIONAL PIPE THREAD NOT TO SCALE NORMAL WATER LEVEL

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N NA NIC NMFS NOM NPS NPT NTS NWL

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PARALLEL POUNDS PER CUBIC FOOT

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PAR PCF

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SITE PLAN LINETYPES

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SURVEY CONTROL POINT

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CONIFER TREE: FIR, SPRUCE, LARCH OR PINE, 8" DIAMETER OR LARGER

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DECIDUOUS TREE: COTTONWOOD, HAWTHORN, ASPEN, 8" DIAMETER OR LARGERR

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MANHOLE

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UNDERGROUND POWER

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GROUND WATER PIPE

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TREATED WATER PIPE

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FENCE LINE

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STORM SEWER

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ELECTRIC BOX

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AERATED WATER PIPE

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STORM DRAIN MANHOLE

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WATTLE

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FIRE SUPPRESSION WATER PIPE

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SILT FENCE

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SURVEY MONUMENT

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SITE PLAN SYMBOLS

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GENERAL NOTES:

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%%UAGENCY AND PROJECT ABBREVIATIONS:

AutoCAD SHX Text AFTC ABERNATHY FISH TECHNOLOGY CENTER ABERNATHY FISH TECHNOLOGY CENTER COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY SOC SEQUENCE OF CONSTRUCTION SEQUENCE OF CONSTRUCTION USFWS US FISH & WILDLIFE SERVICEUS FISH & WILDLIFE SERVICE

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PIPING & VALVE SYMBOLS

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SHEET WHERE

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SHEET WHERE

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SECTION IS TAKEN

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SECTION IS SHOWN

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SECTION LETTER

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SECTIONS AND VIEWS:

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DETAIL NUMBER

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SHEET WHERE

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DETAIL IS SHOWN

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DETAIL IS TAKEN

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SHEET WHERE

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DETAILS:

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DETAILING CONVENTIONS

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SAND, GROUT (PLAN/SECTION)

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STEEL (SECTION)

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GRAVEL/ROCK, TYPE AS NOTED (PLAN/SECTION)

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EXISTING GRADE (SECTION)

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NEW SOIL (SECTION)

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CONCRETE (SECTION/PLAN)

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BED ROCK

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HATCH SYMBOLS

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WOOD, SIZE/TYPE AS NOTED (PLAN)

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WOOD, SIZE/TYPE AS NOTED (SECTION)

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GRATING (PLAN)

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ASPHALT (PLAN)

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ASPHALT (SECTION)

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CONCENTRIC REDUCER

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FLOW METER (MECHANICAL)

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BALL VALVE

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GATE VALVE

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BUTTERFLY VALVE

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CAP

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CENTRIFUGAL PUMP

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CHEMICAL METERING/TUBING PUMP

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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STANDARD ABBREVIATIONS AND SYMBOLS

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ISSUED FOR BID

ASSOCIATES

JACOBS

McMILLEN

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NOTES:

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TYPICAL PIPE DESIGNATION:

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2" UW (24)

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MATERIAL GROUP NUMBER (SEE NOTE 12)

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PIPE DIAMETER

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FLUID ABBREVIATION

AutoCAD SHX Text NOTE 1 ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE, CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR THAT FLUID SERVICE. NOTE 2 LEAKAGE ALLOWANCE IS AS FOLLOWS A. PIPES SO DESIGNATED SHALL SHOW PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. B. PIPES SO DESIGNATED SHALL SHOW PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR UNBURIED PIPE AND NOT MORE THAN 0.02 GALLON PER HOUR PER INCH DIAMETER PER 100 FEET OF BURIED PIPE. C. PIPES SO DESIGNATED SHALL NOT SHOW PIPES SO DESIGNATED SHALL NOT SHOW A LEAKAGE OF MORE THAN 0.15 GALLON PER HOUR PER INCH OF DIAMETER PER 100 FEET OF PIPE. D. PIPES SO DESIGNATED SHALL NOT SHOW PIPES SO DESIGNATED SHALL NOT SHOW A LOSS OF PRESSURE OF MORE THAN 5 PERCENT. E. PIPE SO DESIGNATED SHALL NOT SHOW PIPE SO DESIGNATED SHALL NOT SHOW A LOSS OF VACUUM OF MORE THAN 4 INCHES MERCURY COLUMN. NOTE 3 FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. NOTE 4 NO SUBSTITUTIONS U.N.O. IN THE SPECIFICATIONS. NOTE 6 STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT OF PIPE. NOTE 7 INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. NOTE 8 NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS. NOTE 9 INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE IBC AND SECTION 01 74 30 STANDARDS. NOTE 12 CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS: NOTE 14 EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH CONTRACT DOCUMENTS. COLORS TO BE SELECTED BY OWNER.

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FLUID ABBREVIATION

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FUNCTION THIS LIST MAY INCLUDE FLUIDS NOT USED IN THIS PROJECT

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EXPOSED PIPING (SEE NOTE 14)

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BURIED PIPING

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FIELD TEST REQUIREMENTS (SEE NOTE 3 AND NOTE 4)

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TEST MEDIUM

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LEAKAGE ALLOWANCE (SEE NOTE 2)

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3" DIA AND SMALLER

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3" DIA AND SMALLER

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MINIMUM TEST PRESSURE (PSIG)

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4" DIA AND LARGER

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4" DIA AND LARGER

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ALLOWABLE PIPING MATERIAL GROUP NO. (SEE NOTES 1 AND 4)

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WATER

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TANK / PROCESS DRAIN (TANK/BASIN)

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WATER

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BYPASS

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TREATED WATER

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WATER

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WATER

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WATER

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AERATED WATER

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WATER

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SAMPLE

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NSF 60 & 61 COMPLIANCE FOR WATER TREATMENT SYSTEMS

AutoCAD SHX Text ALL MATERIALS AND PRODUCTS THAT COME INTO CONTACT WITH WATER OR A WATER TREATMENT CHEMICAL PROCESS SHALL CONFORM TO ANSI/NSF STANDARD 61. PER AAC R18-4-213.A (STANDARDS FOR ADDITIVES, MATERIALS, AND EQUIPMENT) EACH PRODUCT (INCLUDING COAGULANTS, ADSORPTION MEDIA AND DISINFECTANT CHEMICALS) ADDED OR CONTACTED DIRECTLY TO WATER DURING TREATMENT SHALL CONFORM TO ANSI/NSF STANDARD 60.

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WATER

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GROUNDWATER

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FIRE SUPPRESSION WATER

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FSW

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WATER

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PIPING MATERIAL SCHEDULE (SEE NOTE 1)

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GROUP NO.

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PIPE MATERIAL

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FITTINGS / JOINTS

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LININGS AND COATINGS

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STEEL, ASTM A53, SCHEDULE 40, BLACK WELDED, GALVANIZED

AutoCAD SHX Text 2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, GALVANIZED 150 PSI. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL COUPLING.

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SEE SECTION 40 23 15

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AutoCAD SHX Text POLYVINYL CHLORIDE, SCHEDULE 80, NORMAL IMPACT. ASTM D1785. (TYP SERVICE - BURIED OR OUTDOORS UNCOVERED)

AutoCAD SHX Text POLYVINYL CHLORIDE, SCHEDULE 80, NORMAL IMPACT, SOCKET SOLVENT WELD JOINTS, ASTM D2467. (SOLVENT & GLUE SHALL BE COMPATIBLE WITH FLUID SERVICE)

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NOT APPLICABLE

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AutoCAD SHX Text COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED, HARD TEMPERED WHERE EXPOSED

AutoCAD SHX Text WROUGHT COPPER OR CAST BRONZE, ASME B16.22, SOLDER JOINT, 150 PSI, OR COMPRESSION FITTINGS

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NOT APPLICABLE

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WATER

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SHC

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SODIUM HYPOCHLORITE

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UTILITY WATER

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WATER

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WATER

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ONE INCH ON

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THIS BAR IS

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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PIPING SCHEDULE

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AutoCAD SHX Text 09/17/20

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ISSUED FOR BID

McMILLEN

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DOMESTIC WATER RESERVOIR (12,000 GAL)

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VALVE BOX

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HYPOCHLORITE INJECTION PORT

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FROM TREATED WATER RESERVOIR

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FROM AERATION FACILITY

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TO HATCHERY BLDG

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WASTE

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TO DOMESTIC WATER RESERVOIR

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TO DISCHARGE

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HYPOCHLORITE FEED PUMP

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40 GAL DAY TANK (HYPOCHLORITE SOLUTION)

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DOMESTIC WATER PUMP HOUSE

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FH-2

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FH-1

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OFFICE/LABORATORY BUILDING

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FREEZER BUILDING

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GENERATOR BUILDING

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WELL #4 AERATION / DEGAS FACILITY

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RESIDENCE

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NUTRITION OFFICES

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MAIN OFFICE

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STORAGE

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GENETICS BUILDING

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ECOLOGICAL PHYSIOLOGY BUILDING

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DOMESTIC WATER PUMP HOUSE

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UPPER REARING PONDS

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SEE NOTE 5

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EXIST SHUT-OFF

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EXISTING SITE WATER DISTRIBUTION SCHEMATIC

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DESIGNED

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DRAWN

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CHECKED

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DRAWING NO.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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AutoCAD SHX Text SHEET NOTES: 1. EXISTING POTABLE WATER SYSTEM AND AERATED WATER EXISTING POTABLE WATER SYSTEM AND AERATED WATER SYSTEM IS SHOWN. DRAIN PIPING, SEWER SYSTEMS, CREEK SUPPLY WATER SYSTEM, ABANDONED PIPING SYSTEMS, AND ELECTRICAL NOT SHOWN FOR CLARITY. 2. EXISTING SITE PIPING SCHEMATIC BASED ON RECORD EXISTING SITE PIPING SCHEMATIC BASED ON RECORD DRAWING "HATCHERY WATER PIPING ABERNATHY NATIONAL FISH HATCHERY SALMON CULTURAL TECHNOLOGY CENTER LONGVIEW, WASHIGTON" REVISION 1 FROM SVERDRUP CORPORATION, DATED MAY 1994, AND BASED ON SITE PHOTOGRAPHS (WHERE APPLICABLE). ALL PIPE SIZES, LOCATIONS, AND CONFIGURATIONS WILL REQUIRE VERIFICATION PRIOR TO PREPARATION OF SHOP DRAWINGS. 3. PREVIOUSLY EXISTING FILTER TANKS HAVE BEEN REMOVED PREVIOUSLY EXISTING FILTER TANKS HAVE BEEN REMOVED FROM THE SITE WITH NO RECORD OF THE DEMOLITION. IT HAS BEEN ASSUMED THAT PIPES LEADING TO AND FROM THE PREVIOUSLY EXISTING FILTER TANKS ON THE RECORD DRAWINGS HAVE BEEN CAPPED AT THE PRIOR LOCATION OF THE FILTER TANKS. 4. UNKNOWN PIPE SIZES THAT WILL REQUIRE VERIFICATION UNKNOWN PIPE SIZES THAT WILL REQUIRE VERIFICATION HAVE BEEN INDICATED ON THESE SCHEMATICS AS X". MODIFICATIONS TO THESE PIPES WILL REQUIRE VERIFICATION PRIOR TO DEVELOPMENT OF SHOP DRAWINGS. 5. WATER THAT HAS BEEN TREATED WITH HYPOCHLORITE AT WATER THAT HAS BEEN TREATED WITH HYPOCHLORITE AT THE DOMESTIC WATER PUMP HOUSE, BUT HAS NOT YET REACHED THE DOMESTIC WATER RESERVOIR, IS CONSIDERED TO HAVE HAD INSUFFICIENT CONTACT TIME WITH THE HYPOCHLORITE SOLUTION AND THEREFORE IS CONSIDERED "AERATED WATER" ONLY. WATER RELEASED FROM THE DOMESTIC WATER RESERVOIR, IS CONSIDERED FULLY TREATED AND THEREFORE PIPELINES "DOWNSTREAM" OF THE RESERVOIR ARE CONSIDERED "TREATED WATER" PIPELINES.

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EXISTING DOMESTIC WATER PUMP HOUSE SCHEMATIC

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TO HOLDING PONDS

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TO BIOFILTER BAYS

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FROM WELL #4 AND PUMPHOUSE

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TO DISCHARGE IN SWALE

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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EXISTING SITE WATER DISTRIBUTION SCHEMATIC

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ISSUED FOR BID

McMILLEN

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FH-2

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FH-1

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OFFICE/LABORATORY BUILDING

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FREEZER BUILDING

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GENERATOR BUILDING

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WELL #4 AERATION / DEGAS FACILITY

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RESIDENCE

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NUTRITION OFFICES

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MAIN OFFICE

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STORAGE

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GENETICS BUILDING

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ECOLOGICAL PHYSIOLOGY BUILDING

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DOMESTIC WATER PUMP HOUSE

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UPPER REARING PONDS

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BOOSTER PUMP STATION

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EXIST SHUT-OFF

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(ABANDON IN PLACE)

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DOMESTIC WATER RESERVOIR (12,000 GAL)

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VALVE BOX

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DOMESTIC FIRE FIRE SUPPRESSION WATER RESERVOIR

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HYPOCHLORITE INJECTION PORT

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FROM TREATED WATER RESERVOIR

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FROM AERATION FACILITY

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TO HATCHERY BLDG

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TO DOMESTIC FIRE DOMESTIC FIRE FIRE SUPPRESSION WATER RESERVOIR

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TO DISCHARGE

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DOMESTIC FIRE SUPPRESSION FIRE SUPPRESSION WATER PUMP HOUSE

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AutoCAD SHX Text SHEET KEY NOTES: A TAP EXISTING 16" NOM. DIA. DI PIPE WITH 3" TAPPING SADDLE TAP EXISTING 16" NOM. DIA. DI PIPE WITH 3" TAPPING SADDLE UPSTREAM OF THE AERATION FACILITY. RUN GROUNDWATER LINE FROM TAKE-OFF TO NEW BOOSTER PUMP STATION. SEE DRAWING C103 FOR DETAILS. FOR DETAILS. B CONSTRUCT NEW BOOSTER PUMP STATION PER DRAWINGS. CONSTRUCT NEW BOOSTER PUMP STATION PER DRAWINGS. BOOSTER PUMP STATION TO INCLUDE 2 NEW PUMPS (DUTY/STANDBY), 2 HYDROPNEUMATIC TANKS, AND CHEMICAL TREATMENT INFRASTRUCTURE. C RUN 3" DIA. LINE FROM NEW BOOSTER PUMP STATION TO TIE-IN RUN 3" DIA. LINE FROM NEW BOOSTER PUMP STATION TO TIE-IN WITH EXISTING TREATED WATER PIPE AT THE EXISTING RESIDENCE. SEE DRAWING C104 FOR DETAILS. C104 FOR DETAILS. FOR DETAILS. D RUN 2" DIA LINE FROM NEW 3" TREATED WATER LINE TO SUPPLY RUN 2" DIA LINE FROM NEW 3" TREATED WATER LINE TO SUPPLY THE OFFICE/LABORATORY BUILDING AND THE GENETICS BUILDING. SEE DRAWING C104 FOR DETAILS. C104 FOR DETAILS. FOR DETAILS. E CUT AND CAP EXISTING PIPE CONNECTION BETWEEN 3" DIA. CUT AND CAP EXISTING PIPE CONNECTION BETWEEN 3" DIA. TRUNK LINE AND 1.5" DIA. DOMESTIC SERVICE LINE. REMOVE EXISTING GATE VALVE. SEE DRAWING C101 FOR DETAILS. C101 FOR DETAILS. FOR DETAILS. F CUT AND CAP EXISTING TREATED WATER SUPPLY CONNECTIONS TO CUT AND CAP EXISTING TREATED WATER SUPPLY CONNECTIONS TO FIRE HYDRANTS FH-1 AND FH-2. SEE DRAWINGS C101 AND C102 C101 AND C102 AND C102 C102 FOR DETAILS. G CUT AND CAP EXISTING LINE TO THE OFFICE/LABORATORY CUT AND CAP EXISTING LINE TO THE OFFICE/LABORATORY BUILDING TO MAINTAIN ISOLATION OF TREATED WATER SYSTEM AND FIRE SUPPRESSION WATER SYSTEM. SEE DRAWING C104 FOR C104 FOR FOR DETAILS. H REMOVE EXISTING HYPOCHLORITE TREATMENT INFRASTRUCTURE REMOVE EXISTING HYPOCHLORITE TREATMENT INFRASTRUCTURE FROM THE EXISTING DOMESTIC WATER PUMP HOUSE. SEE DRAWING D100 FOR DETAILS. FOR DETAILS. I CAP AND DEMOLISH EXISTING RESIDUAL TREATED WATER PIPING CAP AND DEMOLISH EXISTING RESIDUAL TREATED WATER PIPING SOUTH OF THE FREEZER BUILDING.

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NEW SITE WATER DISTRIBUTION SCHEMATIC

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DESIGNED

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DRAWN

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SHEET __ OF __

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NOT ONE INCH

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ACCORDINGLY, IF

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AutoCAD SHX Text Scale in Meters

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AutoCAD SHX Text SHEET NOTES: 1. EXISTING POTABLE WATER SYSTEM AND AERATED WATER SYSTEM IS SHOWN. DRAIN EXISTING POTABLE WATER SYSTEM AND AERATED WATER SYSTEM IS SHOWN. DRAIN PIPING, SEWER SYSTEMS, CREEK SUPPLY WATER SYSTEM, ABANDONED PIPING SYSTEMS, AND ELECTRICAL NOT SHOWN FOR CLARITY. 2. EXISTING SITE PIPING SCHEMATIC BASED ON RECORD DRAWING "HATCHERY WATER EXISTING SITE PIPING SCHEMATIC BASED ON RECORD DRAWING "HATCHERY WATER PIPING ABERNATHY NATIONAL FISH HATCHERY SALMON CULTURAL TECHNOLOGY CENTER LONGVIEW, WASHINGTON" REVISION 1 FROM SVERDRUP CORPORATION, DATED MAY 1994, AND BASED ON SITE PHOTOGRAPHS (WHERE APPLICABLE). ALL PIPE SIZES, LOCATIONS, AND CONFIGURATIONS WILL REQUIRE VERIFICATION PRIOR TO PREPARATION OF SHOP DRAWINGS. SEE NOTES ON SHEET G005 FOR MORE COMPREHENSIVE LIST OF EXISTING PIPING CONFIGURATION ASSUMPTIONS.

AutoCAD SHX Text

TO HOLDING PONDS

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TO BIOFILTER BAYS

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FROM WELL #4 AND PUMPHOUSE

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TO DISCHARGE IN SWALE

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MODIFIED DOMESTIC WATER PUMP HOUSE SCHEMATIC

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DISINFECTION CONTACTOR, FUTURE BY OWNER, NIC

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AutoCAD SHX Text 09/17/20

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AutoCAD SHX Text G006

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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NEW SITE WATER DISTRIBUTION SCHEMATIC

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AutoCAD SHX Text 09/17/20

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ISSUED FOR BID

McMILLEN

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CONC.

AutoCAD SHX Text Creek

AutoCAD SHX Text Abernathy

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ABERNATHY CREEK ROAD

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CONTRACTOR'S WORKING AREA

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CONTRACTOR'S WORKING AREA

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CONTRACTOR'S PRIMARY LAYDOWN AND STORAGE AREA

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CONTRACTOR'S SECONDARY LAYDOWN AND STORAGE AREA

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CONTRACTOR'S PROJECT SIGN

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VALVE BOX

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DOMESTIC WATER RESERVOIR

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ABERNATHY CREEK ROAD

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MAIN OFFICE

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NUTRITION OFFICES

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RESIDENCE

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GENERATOR BLDG

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OFFICE/LABORATORY BLDG

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UPPER REARING PONDS

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UPPER REARING PONDS

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HATCHERY BLDG

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SHOP BLDG

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HOLDING POND

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ECOLOGICAL PHYSIOLOGY BLDG

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GENETICS BLDG

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SELECTIVE BREEDING BLDG

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BIOFILTER BAYS

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WELL #4 AERATION / DEGAS FACILITY

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ABERNATHY CREEK

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FH-1

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DOMESTIC WATER PUMP HOUSE

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FH-2

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FREEZER BLDG

AutoCAD SHX Text SHEET NOTES: 1. CONTRACTOR IS ADVISED THAT THE AFTC WILL REMAIN IN CONTRACTOR IS ADVISED THAT THE AFTC WILL REMAIN IN OPERATION DURING THE CONSTRUCTION PERIOD, AND ACCESS IS TO BE MAINTAINED FOR ALL AFTC AND USFWS PERSONNEL TO ALL BUILDINGS AND OUTDOOR PONDS. PERSONNEL PARKING SHALL BE MAINTAINED IN BETWEEN THE MAIN OFFICE AND THE LABORATORY BUILDING, WITH LOCALIZED, TEMPORARY CLOSURE FOR ACCESS TO THE CONTRACTOR'S WORKING AREA IN FRONT OF THE NUTRITION OFFICES. WORK INSIDE THE HATCHERY BUILDING SHALL BE COORDINATED WITH THE USFWS. 2. PIPE SERVICE DESIGNATIONS ARE SHOWN IN THEIR EXISTING PIPE SERVICE DESIGNATIONS ARE SHOWN IN THEIR EXISTING CONFIGURATION. PIPE SERVICE CHANGES CAN BE SEEN ON THE CIVIL DRAWINGS.

AutoCAD SHX Text

EXISTING SITE MAP AND CONTRACTOR LAYDOWN AND STORAGE AREA

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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AutoCAD SHX Text Scale in Meters

AutoCAD SHX Text Scale in Feet

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WELL #4 PUMP HOUSE

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LEGEND (SEE NOTE 2): (SEE NOTE 2): : GROUND WATER AERATED WATER TREATED WATER

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AutoCAD SHX Text 09/17/20

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AutoCAD SHX Text G007

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DOMESTIC WATER SYSTEM REHABILITATION ABERNATHY FTC

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EXISTING SITE MAP AND CONTRACTOR

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LAYDOWN AND STORAGE AREA

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AutoCAD SHX Text 09/17/20

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ISSUED FOR BID

McMILLEN

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GEOTEXTILE FOR TEMPORARY SILT FENCE

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INSTALL BACKUP SUPPORT FOR THE GEOTEXTILE AS NEEDED OR DIRECTED BY ENGINEER

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BACKFILL WITH NATIVE SOIL AND COMPACT

AutoCAD SHX Text NOTES: 1. MAXIMIZE DETENTION OF STORM WATER BY PLACING FENCE AS FAR AWAY MAXIMIZE DETENTION OF STORM WATER BY PLACING FENCE AS FAR AWAY FROM THE TOE OF SLOPE AS POSSIBLE WITHOUT ENCROACHING ON SENSITIVE AREAS OR OUTSIDE OF THE CLEARING BOUNDARIES. 2. INSTALL SILT FENCING ALONG CONTOURS WHENEVER POSSIBLE. INSTALL SILT FENCING ALONG CONTOURS WHENEVER POSSIBLE. 3. INSTALL THE ENDS OF THE SILT FENCE TO POINT SLIGHTLY UP-SLOPE TO INSTALL THE ENDS OF THE SILT FENCE TO POINT SLIGHTLY UP-SLOPE TO PREVENT SEDIMENT FROM FLOWING AROUND THE ENDS OF THE FENCE. 4. PERFORM MAINTENANCE WHEN ACCUMULATED SILT EXCEEDS 12" DEPTH PERFORM MAINTENANCE WHEN ACCUMULATED SILT EXCEEDS 12" DEPTH

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STAGGER JOINTS (TYP.)

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SLOPE

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MAXIMUM SPACING

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10 FEET

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20 FEET

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30 FEET

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40 FEET

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AutoCAD SHX Text 2:1

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AutoCAD SHX Text 3/4" x 3/4" WOODEN STAKE (TYP.) (SEE NOTE 3)

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SEDIMENT TRAPPING AREA (TYP.)

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STAKE AT EACH END AND 4' MAX. O.C. ALONG ENTIRE LENGTH

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ELEVATION VIEW

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PLAN VIEW

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WATTLE SPACING TABLE

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ELEVATION VIEW

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SIDE VIEW

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FLOW

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FLOW

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6' MAX. SPACING WITHOUT BACKUP SUPPORT

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6' MAX. SPACING WITHOUT BACKUP SUPPORT

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6' MAX. SPACING WITHOUT BACKUP SUPPORT

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6' MAX. SPACING WITHOUT BACKUP SUPPORT

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2" MIN.

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2" MIN.

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8" MIN.

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8" MIN.

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WATTLE SPACING

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WATTLE SPACING

AutoCAD SHX Text NOTES 1. INSTALL WATTLES ALONG CONTOURS. INSTALL WATTLES ALONG CONTOURS. 2. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RUNOFF PRODUCING RAINFALL, TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. 3. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. 4. INSTALL WATTLES SNUGLY INTO THE TRENCH. ABUT ADJACENT INSTALL WATTLES SNUGLY INTO THE TRENCH. ABUT ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT OVERLAPPING THE ENDS. 5. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE SOIL, WHEN SOIL CONDITIONS REQUIRE. 6. INSTALL AT TOE OF SLOPES. SLOPES GREATER THAN 15' IN LENGTH INSTALL AT TOE OF SLOPES. SLOPES GREATER THAN 15' IN LENGTH SHALL HAVE A WATTLE INSTALLED MID SLOPE.

AutoCAD SHX Text

BURY GEOTEXTILE IN TRENCH

AutoCAD SHX Text >4:1

AutoCAD SHX Text

80 FEET

AutoCAD SHX Text 2x2 WOOD POST OR AS PER MANUFACTURER RECOMMENDATIONS

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OUTSIDE

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INSIDE

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PREFAB FENCE BASE

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TENSION WIRE

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SANDBAGS, TYP AS REQ'D

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GAVL STL LINE POSTS @ 10' OC MAX

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GALV STL CHAIN LINK FABRIC

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MINIMUM 12" OVERLAP OF SEAMS

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BARRIER REQUIRED @ TOE OF SLOPE

AutoCAD SHX Text NOTE: 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED @ TOE OF STOCK PILE. BARRIER REQUIRED @ TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS.

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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REV.

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DATE

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DESCRIPTION

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SHEET __ OF __

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ORIGINAL DRAWING

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NOT ONE INCH

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ON THIS SHEET

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ACCORDINGLY, IF

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ADJUST SCALES

AutoCAD SHX Text 0" 1"

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ONE INCH ON

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THIS BAR IS

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VERIFY SCALE

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SILT FENCE DETAIL

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SCALE: NTS

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EC001

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WATTLE SLOPE PROTECTION

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SCALE: NTS

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EC001

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CONSTRUCTION FENCE

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SCALE: NTS

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EC100

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STOCKPILE COVER

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SCALE: NTS

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EC001

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AutoCAD SHX…

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