Attachment 1B - Seed Project 1 Drawings.pdf

PDF 988 KB Posted Jul 12, 2021

Attached to: Indefinite Delivery, Indefinite Quantity (IDIQ), Multiple Award Task Order Contract (MATOC) for FS Construction in South Carolina
Solicitation number: 12445221R0030
Issued by: Department of Agriculture Forest Service

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Other files

File	Type	Posted
12445221R0030-0003.pdf	PDF	Aug 10, 2021
12445221R0030-0002.pdf	PDF	Aug 3, 2021
12445221R0030-0001.pdf	PDF	Jul 28, 2021
Attachment 2E - Seed Project 2 Acoustical Panel Ceilings Specifications.pdf	PDF	Jul 28, 2021
Attachment 2B - Seed Project 2 Drawings.pdf	PDF	Jul 12, 2021
Attachment 3 - SC Facility IDIQ SOW.pdf	PDF	Jul 12, 2021
RFP 12445221R0030 SC MATOC Solicitation.pdf	PDF	Jul 12, 2021
Attachment 4 - Savannah River Special Requirements.pdf	PDF	Jul 12, 2021
Attachment 1C - Seed Project 1 Wage Determination.pdf	PDF	Jul 12, 2021
Attachment 5 - Construction Experience Project Data Sheet.pdf	PDF	Jul 12, 2021
Attachment 2A - Seed Project 2 Schedule of items.xlsx	XLSX spreadsheet	Jul 12, 2021
Attachment 2 - Seed Project 2 SF1442 - Task Order Details.pdf	PDF	Jul 12, 2021
Attachment 1 - Seed Project 1 SF1442 - Task Order Details.pdf	PDF	Jul 12, 2021
Attachment 1A - Seed Project 1 Schedule of items.xlsx	XLSX spreadsheet	Jul 12, 2021
Attachment 2D - Seed Project 2 Wage Determination.pdf	PDF	Jul 12, 2021
Attachment 6 - Contractor Performance Report.pdf	PDF	Jul 12, 2021
Attachment 2C - Seed Project 2 Specifications.pdf	PDF	Jul 12, 2021

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GENERAL NOTE:

1. CHAINLINK FENCE SHALL BE TYPE II ALUMINUM-COATED

STEEL, 0.148-INCH CORE WIRE X 96-INCH DIAMOND COUNT

FABRIC HEIGHT X 9 GAUGE X 2-INCH MESH AND SHALL

CONFORM TO FP-14 SECTION 710.03.

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

STANDARD

FENCE DETAIL

SAVANNAH

RIVER

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

CHAINLINK

FENCE

L. MOORE

G-103

AutoCAD SHX Text X

AutoCAD SHX Text

FABRIC WIDTH

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6"

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10'-0" MAXIMUM

AutoCAD SHX Text 6"

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3'-4" MIN.

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16" MIN. DIA.

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CONCRETE BASE

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BRACE RAIL

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LINE POST

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LINE POST

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GRADE

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10" MIN. DIA.

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FABRIC

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TENSION BAR

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CARRIAGE BOLT

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FABRIC

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PULL POST

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LINE POST

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TRUSS ROD

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TRUSS ROD

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10'-0" MAX.

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10'-0" MAX.

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FENCE POST

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NO SCALE

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NO SCALE

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STEEL POST SCHEDULE

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USE AND SECTION

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MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

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CORNER, END & PULL POSTS

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TUBULAR - ROUND

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LINE POSTS

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TUBULAR - ROUND

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TUBULAR - ROUND

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TUBULAR - SQUARE

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H-SECTION

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C-SECTION (ROLL-FORMED)

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AutoCAD SHX Text 2.875" O.D.

AutoCAD SHX Text 4.00" O.D.

AutoCAD SHX Text 1.90" O.D.

AutoCAD SHX Text 1.66" O.D.

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1.50" SQ.

AutoCAD SHX Text 1.625" X 1.50"

AutoCAD SHX Text 1.625" X 1.25"

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AutoCAD SHX Text 1'-0"

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BOTTOM RAIL

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DOUBLE RAIL END

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LINE POST

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FABRIC

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BOTTOM RAIL

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NO SCALE

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SECURE SIDE

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CONCRETE BASE

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1/2 " (TYP.)

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TOP TENSION WIRE

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TOP TENSION WIRE

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BOTTOM & BRACE RAILS

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TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

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TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

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TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER

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TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE

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ON DOUBLE OUTRIGGER

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TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

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TBR - FENCE WITH TOP AND BOTTOM RAILS

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TWB - TENSION WIRE TOP AND BOTTOM

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TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

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FINAL NUMBER IS FABRIC WIDTH IN INCHES.

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#8 AWG SOLID

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COPPER WIRE

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PROVIDE BRACE PANEL WHENEVER

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STRAIGHT RUNS EXCEED 500 FEET.

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BARBED-WIRE APRON

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ON EXTENSION ARMS

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CHAIN-LINK FABRIC

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(9 GAGE, 2" MESH)

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10'-0" MAXIMUM

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LINE POSTS TO BE EQUALLY SPACED

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%%UBRACE RAIL ATTACHMENT

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%%ULINE POST ATTACHMENTS

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%%UTENSION BAND DETAIL

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%%UEND OR GATE POST DETAIL

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%%UCHAIN-LINK SECURITY FENCE DETAIL

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%%UFASTENING DETAILS

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%%UBRACE RAIL CLAMP DETAIL

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%%UTRUSS ROD AND BAND

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%%UBOTTOM RAIL DETAILS

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%%UBRACE PANEL DETAIL

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%%UGROUNDING DETAIL

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FABRIC WIDTH 72" OR LESS

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FABRIC WIDTH 84" TO 96"

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FABRIC WIDTH 108" AND OVER

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BARBED WIRE (TYP.)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-10"

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LOCK PIN (TYP.)

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3/8 " PLAIN PIN

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RIVETED FLUSH (TYP.)

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3/8 " PLAIN PIN

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RIVETED FLUSH (TYP.)

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%%ULINE POST

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%%UEXTENSION ARM DETAILS

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%%UCORNER POST

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DEGREES

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DEGREES

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TENSION WIRE

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%%UNOTES:

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%%UFENCE LEGEND:

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%%UEXAMPLES:

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CORNER, END,

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OR PULL POST

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TIE WIRES

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(TYP)

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TIE WIRES

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(12" O.C. MAX)

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(TYP)

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6"(TYP)

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7.5"(TYP)

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TRUSS ROD

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(3/8" MIN.

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DIA.)

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TENSION BAR TO ENGAGE

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EACH FABRIC LINK

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TENSION BAND (15" O.C. MAX.

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AND WITHIN 4" FROM TOP AND

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BOTTOM OF FABRIC)

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9-GAGE STEEL

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TIE WIRES

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(12" O.C. MAX.)

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BOTTOM OF

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FABRIC

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3/8 " CARRIAGE

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BOLT W/PEENED

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THREADS

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9-GAGE STEEL

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TIE WIRES

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(12" O.C. MAX.)

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MOLDED EXOTHERMIC

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WELD OR APPROVED

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CLAMP-TYPE FITTING

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OF COPPER

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3/4 " DIA.

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COPPER-CLAD

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STEEL GROUND

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ROD

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BRACE

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RAILS

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BRACE

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RAILS

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LINE

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POST

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TRUSS ROD

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(3/8" MIN. DIA.)

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TENSION

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BAND

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%%UNOTE:

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NO SCALE

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NO SCALE

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NO SCALE

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ENDS TWISTED AT

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LEAST 3 FULL TURNS

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1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

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ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

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FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

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BOTTOM

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RAIL

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1" MAX

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2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED

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FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

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16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED

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FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS

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SHALL NOT BE ALLOWED ON SENSORED FENCES.

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3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

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3/8 " CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

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DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

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BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

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9-GAGE STEEL TIE WIRE

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(15" O.C. MAX. AND

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WITHIN 4" FROM

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TOP AND BOTTOM

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OF FABRIC)

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FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

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ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC

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WIDTH.

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FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON,

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TOP AND BOTTOM TENSION WIRE, AND 84 INCH

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FABRIC WIDTH.

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TRUSS ROD

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(3/8" MIN. DIA.)

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1" MAX.

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TO BOTTOM

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OF FABRIC

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AutoCAD SHX Text O

AutoCAD SHX Text R

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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

STANDARD

FENCE DETAIL

SAVANNAH

RIVER

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

CHAINLINK

FENCE GATES

L. MOORE

G-104

AutoCAD SHX Text x

AutoCAD SHX Text

LEAF

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FENCE FABRIC

AutoCAD SHX Text 1'-0"

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GATE OPENING

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3 STRANDS OF BARBED

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WIRE (TYP.)

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FENCE FABRIC (TYP.)

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DIRECTION GATE SWING (TYP.)

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CHAIN LINK

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FABRIC

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LINE POST

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FENCE FABRIC

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VERTICAL BARBED

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WIRE APRON

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SINGLE OUTRIGGER

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TO UNSECURE SIDE

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BRACE RAIL

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LATCH

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BRACE RAIL

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GRADE LINE

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TRUSS ROD

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TRUSS

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ROD

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GATE FRAME

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BRACE RAIL (TYP)

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HINGES (TYP)

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TRUSS ROD (TYP)

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BRACE RAIL (TYP)

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LINE POST

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GRADE LINE

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GATE FRAME

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PAVED SUFACE

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BITIMINOUS

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SAND/GRAVEL

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1/2 " DIA. DROP ROD

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(INDUSTRY STANDARD)

AutoCAD SHX Text 36"

AutoCAD SHX Text 1"

AutoCAD SHX Text 43"

AutoCAD SHX Text 48"

AutoCAD SHX Text 12"

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6" DIA.

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P.C. CONC.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

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GATE POST SCHEDULE

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GATE LEAF WIDTH

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OUTSIDE DIMENSION

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(NOMINAL)

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(NOMINAL)

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6' OR LESS

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2.875" OD

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2.5" SQ

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4.0" OD

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MORE THAN 18'

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8.625" OD

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6.625" OD

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DROP ROD

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GATE OPENING

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GATE LEAF

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3 STRANDS OF BARBED

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WIRE (TYP.)

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CHAIN-LINK

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FABRIC

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HINGE

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HINGE

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3 HORIZONTAL STRANDS

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OF BARBED WIRE

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3 STRANDS OF BARBED

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WIRE (TYP.)

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AutoCAD SHX Text A

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TOP TENSION WIRE

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OR RAIL AS SPECIFIED

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TOP TENSION WIRE OR

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RAIL AS SPECIFIED (TYP)

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%%UOFFSET HINGE

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%%USTANDARD HINGE

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%%UGATE KEEPER

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%%USWING GATE DETAILS

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(TO HOLD GATE OPEN)

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NO SCALE

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NOTES:

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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

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ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

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3'-10" FOR POSTS 8 5/8 " 0. D.

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3'-4" FOR POSTS 6 5/8 " O. D.

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3'-0" MIN. FOR POSTS

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4" O. D. & LESS

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LATCH

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ASSEMBLY

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GATE

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POST

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3 STRANDS

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OF BARBED

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WIRE

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6" DIA.

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P.C. CONC.

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16" DIA. MIN. FOR GATE

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POSTS 4" O. D. & LESS

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24" DIA. FOR GATE

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POSTS OVER 4" O.D.

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3/8 " DIA. TRUSS

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RODS (TYP)

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NO SCALE

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2" MIN

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2" MAX FOR SENSORED FENCES

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5" MAX FOR NON-SENSORED FENCES

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NEW CURB &

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GUTTER

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1/2 " EXP.

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JOINT

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WASHER

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NEW GATE

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STANDARD

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HINGE

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NEW GATE

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POST FTG.

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SEE

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ELEVATION

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GATE

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POST

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1/2 " EXP.

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JOINT

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GATE

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%%UPLAN

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SAWCUT

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CURB FULL

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DEPTH

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SAWCUT

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GUTTER

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3" MIN.

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EXIST. CURB &

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GUTTER

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EXIST.

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CURB

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1" ID

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STEEL PIPE

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%%UPLAN

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%%UDOUBLE SWING GATE (TYPE FE-6 FENCE)

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%%UELEVATION

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%%UGATE POST SECTION

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%%UAT CURB AND GUTTER

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%%UDROP ROD FOUNDATION

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NO SCALE

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NO SCALE

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%%UPERSONNEL GATE

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%%UTYPE FE-6 FENCE

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%%ULATCH ASSEMBLY

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%%UDROP ROD ASSEMBLY

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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

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METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

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4. GATES SHALL BE DESIGNATED AS FOLLOWS:

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FENCE TYPE - FE5, FE6, ETC.

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FENCE HEIGHT - INCHES

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TYPE OPENING - SO (SINGLE)

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- DO (DOUBLE)

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HINGE - RA (STANDARD)

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- HO (OFFSET)

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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

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EXAMPLES: FE6-84-DO-RA-24

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FE5-48-SO-HO-6

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GREATER THAN 6' TO 12'

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GREATER THAN 12' TO 18'

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BOTTOM TENSION

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WIRE OR RAIL AS

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SPECIFIED (TYP)

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BOTTOM TENSION

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WIRE OR RAIL AS

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SPECIFIED

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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

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1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES

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SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING

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HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

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BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE

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FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

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CONSTRUCTION OF ALL GATES SUPPLIED.

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File details come from the government source that posted it. Updated Jul 12, 2021.