SOW attachment 2-MCWD Big South Fork RW Intake-2007136.pdf

PDF 6 MB Posted Jan 10, 2020

Attached to: National Park Service (NPS) Big Creek Road Stabilization
Solicitation number: W912P520R0120
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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PROJECT LOCATION

McCREARY COUNTY WATER DISTRICT

BIG SOUTH FORK RAW WATER INTAKE

FRANKFORT, KENTUCKY

Prepared By :

KENVIRONS, INC.

Steve Owens, General Manager

Raymond Taylor, Chairman Larry Campbell

Doug Sexton

BOARD MEMBERS

McCREARY COUNTY, KENTUCKY

SEPTEMBER, 2007

NEVELSVILLE, KY QUAD

SCALE: 1"=2000'

SHEET DESCRIPTION SHEET NO.

INDEX OF SHEETS

EXISTING CONDITIONS

INTAKE PLAN & SECTIONS 4

SITE PLAN & REGRADE 3

LOCATION MAP

PROJECT LOCATION

COVER 1

INTAKE PROFILE 7

Butler Waters Coy Taylor

INTAKE SECTIONS & DETAILS 5

INTAKE DETAILS 6

MISCELLANEOUS DETAILS 8 & 9

GENERAL NOTES S-1

TYPICAL DETAILS S-2

STRUCTURAL

BRIDGE PLAN SECTIONS S-3

INTAKE PLAN SECTIONS S-4 - S-9

ELECTRICAL

INTAKE SITE PLAN ES-1

INTAKE PLANS E-1

MCC BLDG. & SCHEDULES E-2

LEGEND & POWER RISER E-3

MECHANICAL

PLAN, DETAILS, & SCHEDULES M-1

PROCESS

NOVEMBER, 2009

RECORD DRAWINGS

CHANGE ORDER-MANIFOLD VAULT MOD-ALTERNATE NO. 1 10

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LOUISVILLE

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MONROE

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HART

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JEFFERSON

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BULLITT

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CRITTENDEN

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HICKMAN

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FULTON

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CALLOWAY

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PADUCAH

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CARLISLE

AutoCAD SHX Text McCRACKEN

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GRAVES

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BALLARD

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LYON

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MARSHALL

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LIVINGSTON

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ALLEN

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SIMPSON

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OWENSBORO

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LOGAN

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HOPKINSVILLE

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CHRISTIAN

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TRIGG

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CALDWELL

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HOPKINS

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TODD

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MUHLENBERG

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WEBSTER

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UNION

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HENDERSON

AutoCAD SHX Text McCLEAN

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DAVIESS

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BOWLING GREEN

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EDMONSON

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WARREN

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BUTLER

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BARREN

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GRAYSON

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BRECKINRIDGE

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OHIO

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HANCOCK

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HARDIN

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MEADE

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CLARK

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WOLFE

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MENIFEE

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CLINTON

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WHITLEY

AutoCAD SHX Text McCREARY

AutoCAD SHX Text

BELL

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LINCOLN

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JESSAMINE

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ADAIR

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CUMBERLAND

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METCALFE

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GREEN

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RUSSELL

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WAYNE

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CASEY

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MARION

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WASHINGTON

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LARUE

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TAYLOR

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NELSON

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BOYLE

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MERCER

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ROCKCASTLE

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LAUREL

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PULASKI

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KNOX

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CLAY

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MADISON

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GARRARD

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JACKSON

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OWSLEY

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LEE

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POWELL

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ESTILL

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PIKE

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KNOTT

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HARLAN

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PERRY

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LESLIE

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LETCHER

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MAGOFFIN

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BREATHITT

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MORGAN

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FLOYD

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JOHNSON

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MARTIN

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COVINGTON

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WOODFORD

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SCOTT

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GRANT

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SPENCER

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SHELBY

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OLDHAM

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ANDERSON

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FRANKLIN

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FRANKFORT

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HENRY

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OWEN

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CARROLL

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TRIMBLE

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GALLATIN

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BOONE

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BOURBON

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ROBERTSON

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LEXINGTON

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FAYETTE

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HARRISON

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MONTGOMERY

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BATH

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NICHOLAS

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FLEMING

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BRACKEN

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PENDLETON

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CAMPBELL

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KENTON

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MASON

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ASHLAND

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CARTER

AutoCAD SHX Text

GREENUP

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ROWAN

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ELLIOTT

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LEWIS

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LAWRENCE

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BOYD

AutoCAD SHX Text This Record Drawing Set has been prepared based on information provided by the Contractor, Resident Inspector, and others. This set has been created to indicate significant changes made to the original design set during the construction process. Kenvirons, Inc. has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or ommissions which may be incorporated herein as a result.

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AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text Gravel Road

AutoCAD SHX Text T.B.M.

AutoCAD SHX Text South Fork Cumberland River

AutoCAD SHX Text Concrete Ramp

AutoCAD SHX Text Boulders

AutoCAD SHX Text Exist. Power Station

AutoCAD SHX Text Exist. Pump #1

AutoCAD SHX Text Exist. Pump #2

AutoCAD SHX Text Exist. Pump #3

AutoCAD SHX Text Exist. Pump #4

AutoCAD SHX Text

AutoCAD SHX Text Exist. Concrete Pad

AutoCAD SHX Text Exist. Concrete Vault

AutoCAD SHX Text Exist. Panel Board

AutoCAD SHX Text Exist. Concrete Pads

AutoCAD SHX Text Approximate Limit of Vegetation

AutoCAD SHX Text Exist. Raw Water Supply Pumps (Typ.)

AutoCAD SHX Text Exist. 14" Dia. HDPE Supply Pipes (Typ.) (Approximate Location)

AutoCAD SHX Text Water Surface Elevation 694.0' (01/17/2007)

AutoCAD SHX Text Surveyed Supply Pipe Locations at Shoreline

AutoCAD SHX Text Approximate Limit of Vegetation

AutoCAD SHX Text

FLOW

AutoCAD SHX Text N 1,809,250

AutoCAD SHX Text N 1,809,500

AutoCAD SHX Text N 1,809,750

AutoCAD SHX Text E 1,997,500

AutoCAD SHX Text E 1,997,750

AutoCAD SHX Text E 1,998,000

AutoCAD SHX Text E 1,998,250

AutoCAD SHX Text E 1,997,500

AutoCAD SHX Text E 1,997,750

AutoCAD SHX Text E 1,998,000

AutoCAD SHX Text E 1,998,250

AutoCAD SHX Text N 1,810,000

AutoCAD SHX Text N 1,810,250

AutoCAD SHX Text N 1,809,250

AutoCAD SHX Text N 1,809,500

AutoCAD SHX Text N 1,809,750

AutoCAD SHX Text N 1,810,000

AutoCAD SHX Text N 1,810,250

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text Horizontal control was tied to USGS Triangulation Station - Beulah. Elevations were checked with USGS Benchmark - GB0041 which checked to within 0.01 feet of the published elevation. All coordinates are in U.S. State Plane, Kentucky South Zone NAD83 datum, elevations are in NAVD88 datum.

AutoCAD SHX Text Hydrographic surveying was performed using a digital fathometer and and mapping grade GPS equipment and software.

AutoCAD SHX Text Pump locations were determined by diver controlled range pole with survey measurements taken from the bank, then adjusted and verified by underwater measurements between pumps to obtain the general location of the pumps and relative positions to one another. Actual positions and elevations may vary and should be verified prior to construction.

AutoCAD SHX Text 1,809,770.25

AutoCAD SHX Text 1,998,209.25

AutoCAD SHX Text 776.05

AutoCAD SHX Text

TABLE OF COORDINATES

AutoCAD SHX Text

TBM

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elev.

AutoCAD SHX Text

AutoCAD SHX Text N.E. Corner

AutoCAD SHX Text 1,809,471.72

AutoCAD SHX Text 1,997,950.62

AutoCAD SHX Text 664.3

AutoCAD SHX Text S.E. Corner

AutoCAD SHX Text 1,809,467.08

AutoCAD SHX Text 1,997,954.42

AutoCAD SHX Text 664.1

AutoCAD SHX Text N.W. Corner

AutoCAD SHX Text 1,809,460.33

AutoCAD SHX Text 1,997,936.69

AutoCAD SHX Text 665.0

AutoCAD SHX Text S.W. Corner

AutoCAD SHX Text 1,809,455.68

AutoCAD SHX Text 1,997,940.48

AutoCAD SHX Text 664.4

AutoCAD SHX Text Pump No.

AutoCAD SHX Text

AutoCAD SHX Text N.E. Corner

AutoCAD SHX Text 1,997,964.58

AutoCAD SHX Text 663.8

AutoCAD SHX Text

AutoCAD SHX Text S.E. Corner

AutoCAD SHX Text 1,809,456.36

AutoCAD SHX Text 1,997,968.03

AutoCAD SHX Text 664.0

AutoCAD SHX Text N.W. Corner

AutoCAD SHX Text 1,809,450.89

AutoCAD SHX Text 1,997,949.87

AutoCAD SHX Text 662.7

AutoCAD SHX Text S.W. Corner

AutoCAD SHX Text 1,809,445.99

AutoCAD SHX Text 1,997,953.33

AutoCAD SHX Text 662.9

AutoCAD SHX Text N.E. Corner

AutoCAD SHX Text 1,809,455.94

AutoCAD SHX Text 1,997,970.16

AutoCAD SHX Text 664.0

AutoCAD SHX Text

AutoCAD SHX Text S.E. Corner

AutoCAD SHX Text 1,809,451.98

AutoCAD SHX Text 1,997,974.67

AutoCAD SHX Text 664.3

AutoCAD SHX Text N.W. Corner

AutoCAD SHX Text 1,809,442.43

AutoCAD SHX Text 1,997,958.27

AutoCAD SHX Text 662.9

AutoCAD SHX Text S.W. Corner

AutoCAD SHX Text 1,809,438.47

AutoCAD SHX Text 1,997,962.77

AutoCAD SHX Text 663.1

AutoCAD SHX Text N.E. Corner

AutoCAD SHX Text 1,809,440.64

AutoCAD SHX Text 1,997,984.34

AutoCAD SHX Text 665.0

AutoCAD SHX Text

AutoCAD SHX Text S.E. Corner

AutoCAD SHX Text 1,809,437.22

AutoCAD SHX Text 1,997,989.26

AutoCAD SHX Text 665.7

AutoCAD SHX Text N.W. Corner

AutoCAD SHX Text 1,809,425.87

AutoCAD SHX Text 1,997,974.05

AutoCAD SHX Text 663.2

AutoCAD SHX Text S.W. Corner

AutoCAD SHX Text 1,809,422.44

AutoCAD SHX Text 1,997,978.98

AutoCAD SHX Text 663.9

AutoCAD SHX Text

EXISTING PUMP LOCATION COORDINATE TABLE

AutoCAD SHX Text Location

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elev.

AutoCAD SHX Text 1,809,461.27

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text Pump locations and elevations measured at top, outside corners

AutoCAD SHX Text of concrete filled steel box.

AutoCAD SHX Text T.B.M.

AutoCAD SHX Text Temporary Benchmark Chisled Square On Top Of South Corner Of Building Pad ~ Elev. 776.05 (NAVD88)

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE: JUNE, 2007

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

CHECKED BY: CFM

AutoCAD SHX Text

DRAWN BY: PTH/JKP

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

EXISTING SITE CONDITIONS

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 11/09

11/09

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AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 16" P.E. Gravity Mid Intake Line 2" Air Line 1 " Chem Feed Line12" Chem Feed Line

AutoCAD SHX Text Lower Intake Screen

AutoCAD SHX Text 8' wide Concrete Access Bridge w/ Weathering Steel Handrails

AutoCAD SHX Text 16" Raw Water Discharge

AutoCAD SHX Text South Fork Cumberland River

AutoCAD SHX Text Flow

AutoCAD SHX Text 12" P.E. Grit Line

AutoCAD SHX Text 12" "Duck Bill" Type Check Valve

AutoCAD SHX Text 12" P.E. Grit Line

AutoCAD SHX Text South Corner of Building

AutoCAD SHX Text Elev. 776.05 (NAVD88)

AutoCAD SHX Text Northing = 1,809,770.25

AutoCAD SHX Text Easting = 1,998,209.25

AutoCAD SHX Text Chisled Square on top of

AutoCAD SHX Text

TBM =

AutoCAD SHX Text 16" P.E. Lower Gravity Intake Line 2" Air Line 1 " Chem Feed Line12" Chem Feed Line

AutoCAD SHX Text Mid Intake Screen

AutoCAD SHX Text

AutoCAD SHX Text Gravel Road

AutoCAD SHX Text T.B.M.

AutoCAD SHX Text Boulder

AutoCAD SHX Text Exist. Power Station

AutoCAD SHX Text

AutoCAD SHX Text Exist. Panel Board

AutoCAD SHX Text Exist. Concrete Pads

AutoCAD SHX Text Approximate Limit of Vegetation

AutoCAD SHX Text Exist. Raw Water Supply Pumps (Typ.)

AutoCAD SHX Text Water Surface Elevation 694.0' (01/17/2007)

AutoCAD SHX Text N 1,809,500

AutoCAD SHX Text N 1,809,750

AutoCAD SHX Text Boulder

AutoCAD SHX Text Road Regrade.

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text Elec Cond. on Handrails

AutoCAD SHX Text Electric Junc. Box

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text New Control Valve Vault

AutoCAD SHX Text 6" PVC Drain

AutoCAD SHX Text Upper Intake Screen 2" Air Line 1 " Chem Feed Line12" Chem Feed Line

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE: MAY 29, 2007

AutoCAD SHX Text

CHECKED BY: RVW

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

DRAWN BY: PTH/JKP

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SITE PLAN & REGRADE

AutoCAD SHX Text

RECORD DWG

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AutoCAD SHX Text

%%UPLAN @ ELEV. 665.00

AutoCAD SHX Text

%%UPLAN @ ELEV. 749.50

AutoCAD SHX Text

%%UPLAN @ ELEV. 760.00

AutoCAD SHX Text Alum. Ladder

AutoCAD SHX Text w/Safety Cage

AutoCAD SHX Text VerticalTurbine

AutoCAD SHX Text Pump Can (typ)

AutoCAD SHX Text 20" Knife Gate Valve

AutoCAD SHX Text 20" Intake Screen (For detail see Sheet 6)

AutoCAD SHX Text 16" Gravity

AutoCAD SHX Text Intake Line

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 24"x36" Access Hatch

AutoCAD SHX Text Scale:1/4"=1'-0"

AutoCAD SHX Text Exhaust Fan

AutoCAD SHX Text Louver

AutoCAD SHX Text 2" Air Wash

AutoCAD SHX Text Line (typ)

AutoCAD SHX Text 3" Air Release Valve

AutoCAD SHX Text 8" Gate Valve (typ)

AutoCAD SHX Text 8" Check Valve (typ)

AutoCAD SHX Text Vertical Intake Screen Air Wash Compressor

AutoCAD SHX Text Vertical Turbine Raw Water Pump (700 GPM)(typ)

AutoCAD SHX Text Alum. Ladder

AutoCAD SHX Text w/Safety Cage

AutoCAD SHX Text 12" Grit Line

AutoCAD SHX Text Vertical Turbine

AutoCAD SHX Text Pump Can (typ)

AutoCAD SHX Text Knife Gate Valve Handwheel Operators (Typ.)

AutoCAD SHX Text Raw Water Discharge Header

AutoCAD SHX Text Intake Access Bridge

AutoCAD SHX Text 1 1/2" Weathering

AutoCAD SHX Text Steel Handrail (typ)

AutoCAD SHX Text 6'-0"x10'-0" Double Door

AutoCAD SHX Text Removeable Alum. Grating

AutoCAD SHX Text Raw Water Intake Air Burst System: Five (5) Horsepower Air Compressor; 200 Gallon Receiver; Three (3) 2" Full ported Ball Valves; Safety Valve; Automatic Receiver Drain; Control Valve Accumulator SS Transition Fittings

AutoCAD SHX Text

FFE 760.0

AutoCAD SHX Text Vertical Intake Screen Air Wash Compressor

AutoCAD SHX Text Vertical Turbine Raw Water Pump (700 GPM)(typ)

AutoCAD SHX Text Knife Gate Valve Handwheel Operator (typ)

AutoCAD SHX Text 3" Air Release Valve (typ)

AutoCAD SHX Text 8" Check Valve

AutoCAD SHX Text 8" Gate Valve

AutoCAD SHX Text 12" Gate

AutoCAD SHX Text Valve (typ)

AutoCAD SHX Text

FFE 749.5

AutoCAD SHX Text Valve Stem

AutoCAD SHX Text Operator Guide (typ)

AutoCAD SHX Text Alum. Ladder w/Safety Cage

AutoCAD SHX Text

FFE 654.00

AutoCAD SHX Text

SECTION

AutoCAD SHX Text C

AutoCAD SHX Text Scale:1/8"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text D

AutoCAD SHX Text Scale:1/8"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 8'-0" Access

AutoCAD SHX Text Bridge

AutoCAD SHX Text 1 1/2" Weathering

AutoCAD SHX Text Steel Handrail

AutoCAD SHX Text 12" Lower Intake Screen (See Sheet 6)

AutoCAD SHX Text 20" Knife

AutoCAD SHX Text Gate Valve

AutoCAD SHX Text 16" Raw Water Discharge Line

AutoCAD SHX Text 1 1/2" Air

AutoCAD SHX Text Wash Lines

AutoCAD SHX Text 20" Knife

AutoCAD SHX Text Gate Valve

AutoCAD SHX Text 16" Raw Water Discharge Line

AutoCAD SHX Text Valve Stem

AutoCAD SHX Text Operator Guide (typ)

AutoCAD SHX Text 5-Ton Electric Wire Rope Hoist w/plain trolley

AutoCAD SHX Text 5-Ton Bridge Crane

AutoCAD SHX Text 5-Ton Electric Wire Rope Hoist w/plain trolley

AutoCAD SHX Text 5-Ton Bridge Crane

AutoCAD SHX Text S.S. Valve Stem

AutoCAD SHX Text Extension (Typ.)

AutoCAD SHX Text Valve Platform

AutoCAD SHX Text Intake Riser

AutoCAD SHX Text

CL 697.00

AutoCAD SHX Text 20" x 16"

AutoCAD SHX Text Reducer

AutoCAD SHX Text 12" Grit Line

AutoCAD SHX Text Valve Platform

AutoCAD SHX Text S.S. Valve Stem

AutoCAD SHX Text Extension (Typ.)

AutoCAD SHX Text 12" Grit Line

AutoCAD SHX Text Inv. 675.00

AutoCAD SHX Text Inv. 705.00

AutoCAD SHX Text 20" Knife

AutoCAD SHX Text Gate Valve

AutoCAD SHX Text 20" x 16"

AutoCAD SHX Text Reducer

AutoCAD SHX Text 12" Mid Intake Screen (See Sheet 6)

AutoCAD SHX Text Grit Sample Tap

AutoCAD SHX Text 30" Upper Drum Intake Screen (See Sheet 6)

AutoCAD SHX Text Ground Line

AutoCAD SHX Text Inv. 656.50

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

CHECKED BY: RVW

AutoCAD SHX Text

DRAWN BY:JKP/PTH

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INTAKE PLAN & SECTIONS

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 11/09

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AutoCAD SHX Text Vertical Turbine Raw Water Pump (700 GPM)

AutoCAD SHX Text 8" Check Valve

AutoCAD SHX Text 8" Gate Valve

AutoCAD SHX Text 5-Ton Electric Wire Rope Hoist w/plain trolley

AutoCAD SHX Text 5-Ton Bridge Crane

AutoCAD SHX Text Grit Sample Tap

AutoCAD SHX Text 12" Gate Valve (typ)

AutoCAD SHX Text

FFE 760.0

AutoCAD SHX Text Intake Screen Air Wash Compressor

AutoCAD SHX Text Knife Gate Valve Handwheel Operator (typ)

AutoCAD SHX Text 3" Air Release Valve (typ)

AutoCAD SHX Text 5-Ton Electric Wire Rope Hoist w/plain trolley

AutoCAD SHX Text 5-Ton Bridge Crane

AutoCAD SHX Text 1 1/2" Weathering Steel Handrail

AutoCAD SHX Text S.S. Valve Stem Extension (Typ.)

AutoCAD SHX Text 8'-0" Access Bridge

AutoCAD SHX Text Valve Platform

AutoCAD SHX Text Vertical Turbine Raw Water Pump (700 GPM)(typ)

AutoCAD SHX Text El. 756.96

AutoCAD SHX Text El. 754.96

AutoCAD SHX Text

FFE 749.5

AutoCAD SHX Text 1 1/2" Aluminum Handrail

AutoCAD SHX Text 12"x8" Red. El

AutoCAD SHX Text 12"x8" Tee (typ)

AutoCAD SHX Text 12"x8" Red.

AutoCAD SHX Text 8" Discharge (typ)

AutoCAD SHX Text

FFE 760.0

AutoCAD SHX Text 12" Gate Valve

AutoCAD SHX Text Valve Platform FFE 749.5

AutoCAD SHX Text Knife Gate Valve Handwheel Operator (typ)

AutoCAD SHX Text 8" Discharge

AutoCAD SHX Text 3" Air Release Valve (typ)

AutoCAD SHX Text S.S. Valve Stem Extension (Typ.)

AutoCAD SHX Text El. 756.96

AutoCAD SHX Text El. 754.96

AutoCAD SHX Text Aluminum Ladder w/Safety Cage

AutoCAD SHX Text Aluminum Ladder w/Egress Assist

AutoCAD SHX Text 8" Suction

AutoCAD SHX Text Intake Screen Air Wash Compressor

AutoCAD SHX Text 2" HDPE DR 7 Air Wash Line (typ)

AutoCAD SHX Text

DETAIL SECTION

AutoCAD SHX Text A

AutoCAD SHX Text Scale: 3/8"=1'-0"

AutoCAD SHX Text

DETAIL SECTION

AutoCAD SHX Text B

AutoCAD SHX Text Scale: 3/8"=1'-0"

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

CHECKED BY: RVW

AutoCAD SHX Text

DRAWN BY:JKP/PTH

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INTAKE SECTIONS

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 11/09

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AutoCAD SHX Text

FFE 654.00

AutoCAD SHX Text

SUMP DETAIL

AutoCAD SHX Text Scale:1/4"=1'-0"

AutoCAD SHX Text

SUMP DETAIL

AutoCAD SHX Text Scale:1/4"=1'-0"

AutoCAD SHX Text Elev. 657.40

AutoCAD SHX Text Floor Mount Ant-Vortex Vanes (See Detail)

AutoCAD SHX Text 20" Knife Gate Valve

AutoCAD SHX Text Hydro Cone

AutoCAD SHX Text Y

AutoCAD SHX Text 0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text 42"

AutoCAD SHX Text 48"

AutoCAD SHX Text 32"

AutoCAD SHX Text 28.8"

AutoCAD SHX Text 23.8"

AutoCAD SHX Text 10.5"

AutoCAD SHX Text 3.3"

AutoCAD SHX Text 2"

AutoCAD SHX Text X

AutoCAD SHX Text Fill Curve Data

AutoCAD SHX Text Y

AutoCAD SHX Text X

AutoCAD SHX Text See Fill Curve Data below

AutoCAD SHX Text El. 656.50

AutoCAD SHX Text 12" Grit Line

AutoCAD SHX Text Alum. Ladder w/Fall Prevention Device

AutoCAD SHX Text 12" Base 90° Bend

AutoCAD SHX Text All chemical feed lines shall be secured to the interior of the intake riser and extend through the intake building floor and capped for future use.

AutoCAD SHX Text 1" Chemical Feed Lines

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

%%UFLOOR/WALL MOUNT ANTI-VORTEX DEVICE

AutoCAD SHX Text 3/8" Anchor Bolt

AutoCAD SHX Text 4 Req'd. (Typ.)

AutoCAD SHX Text Note:

AutoCAD SHX Text Embed 1/4" Stl. Plate

AutoCAD SHX Text flush with top of concrete.

AutoCAD SHX Text Scale: 1 1/2"=1'-0"

AutoCAD SHX Text 23"

AutoCAD SHX Text Screen Cylinder

AutoCAD SHX Text Lifting Lug (typ)

AutoCAD SHX Text Flat Plate End

AutoCAD SHX Text

%%UUPPER INTAKE DRUM SCREEN DETAILS

AutoCAD SHX Text Scale: 1/2"=1'-0"

AutoCAD SHX Text 2" HDPE DR 7 Air Wash Line

AutoCAD SHX Text 16" Outlet Plate Flange

AutoCAD SHX Text 2" HDPE DR 7 Air Wash Line

AutoCAD SHX Text Flat Plate End

AutoCAD SHX Text Conical Debris Deflector

AutoCAD SHX Text Screen Cylinder (typ)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text Lifting Lug (typ)

AutoCAD SHX Text 16" D.I.

AutoCAD SHX Text

%%ULOWER/MID INTAKE SCREEN DETAILS

AutoCAD SHX Text Scale: 1/2"=1'-0"

AutoCAD SHX Text CL 679.99 (Mid)

AutoCAD SHX Text CL 661.37 (Lower)

AutoCAD SHX Text CL 705.00 (Upper)

AutoCAD SHX Text 1" HDPE DR 7 Chemical Feed Line

AutoCAD SHX Text Flange to Plain End Spool Transition

AutoCAD SHX Text Temporary Cofferdam

AutoCAD SHX Text Streambed Elev. 660.0%%P

AutoCAD SHX Text 20" Diameter Stainless Steel Intake Screen w/16" Outlet Flange

AutoCAD SHX Text 16" D.I.

AutoCAD SHX Text 1" HDPE DR 7 Chemical Feed Line

AutoCAD SHX Text Use concrete to encase pipe fittings under intake screens. Concrete encasement to extend to solid foundation material.

AutoCAD SHX Text Use Class III Riprap to backfill interior of Cofferdam.

AutoCAD SHX Text Concrete Encasement

AutoCAD SHX Text

%%UELEVATION VIEW

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text The configuration of this detail is based on the Lower Intake Screen streambed elevation of 660±. The MidIntake Screen shall be similar and have the same general concrete encasement based on a centerline screen elevation of 680.00 and have the 2" air wash and 2" chemical feed lines as shown.

AutoCAD SHX Text 1" HDPE DR 7 Chemical Feed Line

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

CHECKED BY: RVW

AutoCAD SHX Text

DRAWN BY:JKP/PTH

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INTAKE DETAILS

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 11/09

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AutoCAD SHX Text

FFE 760.0

AutoCAD SHX Text Flood Pool Elev. 760.0

AutoCAD SHX Text Summer Pool Elev. 723.0

AutoCAD SHX Text Winter Pool Elev. 690.0

AutoCAD SHX Text Low Pool Elev. 673.0

AutoCAD SHX Text Min. Water Level Elev. 664.0

AutoCAD SHX Text Lower Screen CL Elev. 661.37

AutoCAD SHX Text El. 654.00

AutoCAD SHX Text 204%%P L.F. 16" P.E. @ 0.68%%% Slope

AutoCAD SHX Text

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Concrete Anchors

AutoCAD SHX Text @ 20' centers

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text 16" D.I. Raw Water

AutoCAD SHX Text Supply Line

AutoCAD SHX Text 12" Grit Line

AutoCAD SHX Text See Plan View for

AutoCAD SHX Text Horizontal Alignment

AutoCAD SHX Text Support Columns (Typ.)

AutoCAD SHX Text Steel Handrail

AutoCAD SHX Text

INTAKE PROFILE

AutoCAD SHX Text Scale:1"=20'

AutoCAD SHX Text Mid Screen CL Elev. 679.9

AutoCAD SHX Text Weathering

AutoCAD SHX Text Upper Drum Screen

AutoCAD SHX Text CL Elev. 706.24

AutoCAD SHX Text

AutoCAD SHX Text (Inv. Elev. 705.00)

AutoCAD SHX Text 85%%P L.F. 16" P.E. @ 0.0186%%% Slope

AutoCAD SHX Text

AutoCAD SHX Text Regrade

AutoCAD SHX Text Top of Pipe El. 659.27 @ 131' from Intake Wall

AutoCAD SHX Text Top of Pipe El. 658.84 @ 88' from Intake Wall

AutoCAD SHX Text Top of Pipe El. 658.27 @ 46' from Intake Wall

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY: PHM

AutoCAD SHX Text

CHECKED BY: RVW

AutoCAD SHX Text

DRAWN BY:JKP/PTH

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INTAKE PROFILE

AutoCAD SHX Text Final Backfill

AutoCAD SHX Text Pipe

AutoCAD SHX Text Trench Width

AutoCAD SHX Text Excavated

AutoCAD SHX Text 30" Cover (MIn.)

AutoCAD SHX Text Pipe Embedment Zone

AutoCAD SHX Text Initial

AutoCAD SHX Text

AutoCAD SHX Text Zone

AutoCAD SHX Text Pipe

AutoCAD SHX Text

NOTES

AutoCAD SHX Text 3 Haunching (to be walked-in)

AutoCAD SHX Text 1 Foundation (may not be required)

AutoCAD SHX Text 2 6" Bedding (native soil, sand, or fine gravel)

AutoCAD SHX Text Backfill

AutoCAD SHX Text (Min.)

AutoCAD SHX Text 6" Cover

AutoCAD SHX Text Width

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PIPE INSTALLATION

AutoCAD SHX Text

1. PVC Pipe installations shall meet the

AutoCAD SHX Text requirements of AWWA Manual NO. 23

AutoCAD SHX Text

2. D.I. Pipe installations shall meet the

AutoCAD SHX Text requirements of AWWA C600.

AutoCAD SHX Text

3. All material used within the Pipe

AutoCAD SHX Text Embedment Zone shall be free of Rocks, AutoCAD SHX Text Foreign Material, and Frozen Earth.

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 11/09

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AutoCAD SHX Text Final Backfill

AutoCAD SHX Text Pipe

AutoCAD SHX Text Trench Width

AutoCAD SHX Text Excavated

AutoCAD SHX Text 30" Cover (MIn.)

AutoCAD SHX Text Pipe Embedment Zone

AutoCAD SHX Text Initial

AutoCAD SHX Text

AutoCAD SHX Text Zone

AutoCAD SHX Text Pipe

AutoCAD SHX Text

NOTES

AutoCAD SHX Text 3 Haunching (to be walked-in)

AutoCAD SHX Text 1 Foundation (may not be required)

AutoCAD SHX Text 2 6" Bedding (native soil, sand, or fine gravel)

AutoCAD SHX Text Backfill

AutoCAD SHX Text (Min.)

AutoCAD SHX Text 6" Cover

AutoCAD SHX Text Width

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PIPE INSTALLATION

AutoCAD SHX Text

1. PVC Pipe installations shall meet the

AutoCAD SHX Text requirements of AWWA Manual NO. 23

AutoCAD SHX Text

2. D.I. Pipe installations shall meet the

AutoCAD SHX Text requirements of AWWA C600.

AutoCAD SHX Text

3. All material used within the Pipe

AutoCAD SHX Text Embedment Zone shall be free of Rocks, AutoCAD SHX Text Foreign Material, and Frozen Earth.

AutoCAD SHX Text Stands.

AutoCAD SHX Text Adjustable U-Bolt Saddle Pipe

AutoCAD SHX Text Piping shall be Supported using

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text horizontally.

AutoCAD SHX Text 18" to 36"

AutoCAD SHX Text 14" to 16"

AutoCAD SHX Text 4" to 12"

AutoCAD SHX Text less than 4"

AutoCAD SHX Text Pipe Size

AutoCAD SHX Text Support Post

AutoCAD SHX Text Sch. 80 Steel

AutoCAD SHX Text Saddle Support

AutoCAD SHX Text Adjustable

AutoCAD SHX Text Support Post Size

AutoCAD SHX Text

SUPPORT POST SCHEDULE

AutoCAD SHX Text B-Line Systems, or equal, Fig. B3092.

AutoCAD SHX Text Support to be as manufactured by

AutoCAD SHX Text shall be supported both vertically and

AutoCAD SHX Text Where two supports are shown, Piping

AutoCAD SHX Text or shown)

AutoCAD SHX Text (Use only where called for

AutoCAD SHX Text Horizontal Support

AutoCAD SHX Text 1" Grout Pad

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Base Stand

AutoCAD SHX Text

PIPE SUPPORT DETAIL

AutoCAD SHX Text

AutoCAD SHX Text Horizontal plane

AutoCAD SHX Text KDOT #57 Crushed Stone

AutoCAD SHX Text Backfill under Pipe with

AutoCAD SHX Text x

AutoCAD SHX Text A (Bearing Area for T in S.F.)

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text

11 1/4%%D BEND

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text y

AutoCAD SHX Text

(2) 3/4" Rebar

AutoCAD SHX Text T

AutoCAD SHX Text 6"

AutoCAD SHX Text x

AutoCAD SHX Text bent as shown

AutoCAD SHX Text Side of

AutoCAD SHX Text Trench

AutoCAD SHX Text AxB

AutoCAD SHX Text

PLUGS

AutoCAD SHX Text As Req'd

AutoCAD SHX Text 1.

AutoCAD SHX Text

NOTES

AutoCAD SHX Text A

AutoCAD SHX Text 45%%D

AutoCAD SHX Text Bearing pressure

AutoCAD SHX Text A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text Undisturbed Soil

AutoCAD SHX Text Bearing Block

AutoCAD SHX Text 3" min.

AutoCAD SHX Text As Req'd

AutoCAD SHX Text B

AutoCAD SHX Text 45%%D

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text T

AutoCAD SHX Text Place 16 ga. Sheet Metal

AutoCAD SHX Text Plate behind End Plug

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

22 1/2%%D BEND

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text 2.5

AutoCAD SHX Text

90%%D BEND

AutoCAD SHX Text

45%%D BEND

AutoCAD SHX Text

VERTICAL THRUST BLOCK SCHEDULE

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text of the engineer.

AutoCAD SHX Text

(INCHES)

AutoCAD SHX Text Accessibility to Fittings and Bolts must be maintained.

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text 5.7

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

NOTES

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text of the engineer.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

HORIZONTAL THRUST BLOCK SCHEDULE

AutoCAD SHX Text bearing capacity of 1500PSF. During construction, the specific soil type

AutoCAD SHX Text On large diameter Pipes where space limitations or constuction difficulties

AutoCAD SHX Text Accessibility to Fittings and Bolts must be maintained.

AutoCAD SHX Text This restrained Joint System must be approved by the Engineer.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2'-2

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6'-5"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text 2'-2"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text A

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text B

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text A

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

(INCHES)

AutoCAD SHX Text

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text 7'-3"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text 8'-9"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text

HORIZONTAL THRUST BLOCK DETAIL

AutoCAD SHX Text

22 1/2%%D BEND

AutoCAD SHX Text

45%%D BEND

AutoCAD SHX Text

11 1/4%%D BEND

AutoCAD SHX Text

90%%D BEND

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

TEE, DEAD END

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 4'-7"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 2'-4"

AutoCAD SHX Text Thrust Restraint Table is based on Pipeline Pressure of 200 PSI and earth

AutoCAD SHX Text may be evaluated and Concrete Thrust Block size revised at the discretion

AutoCAD SHX Text render Concrete Thrust Blocks not feasible or impractical, Joint System may be used.

AutoCAD SHX Text Concrete shall be 2500 PSI minium conforming to KBH Specifications 601.

AutoCAD SHX Text

VERTICAL THRUST BLOCK DETAIL

AutoCAD SHX Text Thrust restraint table is based on Pipeline pressure of 200 PSI and earth

AutoCAD SHX Text bearing capacity of 1500PSF. During construction, the specific soil type

AutoCAD SHX Text may be evaluated and Concrete Thrust Block size revised at the discretion

AutoCAD SHX Text On large diameter Pipes where space limitations or constuction difficulties

AutoCAD SHX Text Thrust Blocks not feasible or impractical, joint system may be used. Concrete

AutoCAD SHX Text shall be 2500 PSI minium conforming to KBH Specifications 601.

AutoCAD SHX Text This Restrained Joint System must be approved by the Engineer. Render Concrete

AutoCAD SHX Text V (Volume of gravity block in C.F.)

AutoCAD SHX Text

GRAVITY THRUST BLOCK

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

LAYING CONDITIONS FOR

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Loose Backfill

AutoCAD SHX Text Flat-bottom trench

AutoCAD SHX Text

TYPE 1

AutoCAD SHX Text lightly consolidated to top of pipe

AutoCAD SHX Text loose soil,as approved. Backfill

AutoCAD SHX Text Pipe bedded in 4" minimum

AutoCAD SHX Text

TYPE 2

AutoCAD SHX Text Flat-bottom trench in

AutoCAD SHX Text Backfill lightly consolidated

AutoCAD SHX Text to centerline of pipe

AutoCAD SHX Text undisturbed earth.

AutoCAD SHX Text

TYPE 3

AutoCAD SHX Text (approximately 90 percent Standard Proctor).

AutoCAD SHX Text minimum under pipe. Compacted granular

AutoCAD SHX Text material to centerline of pipe, 4"

AutoCAD SHX Text Pipe bedded in compacted granular

AutoCAD SHX Text or select material to top of pipe

AutoCAD SHX Text to top of pipe (approximately

AutoCAD SHX Text 80 percent Standard Proctor).

AutoCAD SHX Text

TYPE 4

AutoCAD SHX Text Pipe bedded in sand, gravel, or

AutoCAD SHX Text crushed stone to depth of 4"

AutoCAD SHX Text minimum. Backfill hand compacted

AutoCAD SHX Text

TYPE 5

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

PIPE ANCHORS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text #4 U-Bars 36"x30", 2 Mats

AutoCAD SHX Text Concrete (4,000 psi)

AutoCAD SHX Text Anchors to be located next to pipe bells. Spacing not to exceed 20'-0".

AutoCAD SHX Text

SCALE: AS NOTED

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

AutoCAD SHX Text 2007136

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

MISCELLANEOUS DETAILS

AutoCAD SHX Text

RECORD DWG

AutoCAD SHX Text 09/11

09/11

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AutoCAD SHX Text 1'-0"

AutoCAD SHX Text Joint Splice

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text End Post

AutoCAD SHX Text

LOOP END

AutoCAD SHX Text Corner Return

AutoCAD SHX Text

SEE

AutoCAD SHX Text Note 7

AutoCAD SHX Text 8 1/4"

AutoCAD SHX Text

PLAN

AutoCAD SHX Text Down

AutoCAD SHX Text

MIN.

AutoCAD SHX Text Wall Flange

AutoCAD SHX Text Pipe Cap

AutoCAD SHX Text Wall Flange

AutoCAD SHX Text Inline Stair Rail

AutoCAD SHX Text Offset Stair Rail

AutoCAD SHX Text

5'-0" MAX. SPACING

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text STA. Steel

AutoCAD SHX Text TFCo Extruded Aluminum

AutoCAD SHX Text

1/4"%%C RHMB

AutoCAD SHX Text Toeboard shipped

AutoCAD SHX Text in 20' lengths

AutoCAD SHX Text Aluminum

AutoCAD SHX Text Clamp #TPC-1

AutoCAD SHX Text Handrail Post

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 4.344"

AutoCAD SHX Text %%uB: OSHA HANDRAIL DESIGN SPECIFICATIONS

AutoCAD SHX Text Min.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7"

AutoCAD SHX Text %%uA: SPECIFICATIONS FOR ALUMINUM LADDER

AutoCAD SHX Text Ladder

AutoCAD SHX Text

TUF

AutoCAD SHX Text

1. Ladder shall be as manufactured by Thompson Fabricating

AutoCAD SHX Text Company (Birmingham, Alabama) or approved equal.

AutoCAD SHX Text and moment of inertia to withstand the design loads.

AutoCAD SHX Text an aluminum extrusion, Alloy 6063-T6, of sufficient section modulus

AutoCAD SHX Text approximately 5/16" centers for gripping surface. The Rung shall be

AutoCAD SHX Text The straight sides and semicircular bottom shall have striations at

AutoCAD SHX Text with a flat 1" wide serrated top surface and a semicircular bottom.

AutoCAD SHX Text The Rung shall be designed to provide a non-slip power grip surface

AutoCAD SHX Text

2. Rung Description

AutoCAD SHX Text 6105-T5 or 6061-T6. Pipe shall conform to ASTM-B-429 or

AutoCAD SHX Text The Side Rail shall be 1 1/2" Schedule 40 Pipe, Alloy 6063-T6, AutoCAD SHX Text

3. Side Rail Description

AutoCAD SHX Text

ASTM-B-221.

AutoCAD SHX Text

4. Codes

AutoCAD SHX Text The Ladder shall meet the requirements of ANSI-A14.3.

AutoCAD SHX Text load of two 250 pound loads plus 30%%% impact concentrated

AutoCAD SHX Text

b) Ladder side rails shall be designed to withstand a minimum live

AutoCAD SHX Text shall not exceed L/360. The design load shall be applied at

AutoCAD SHX Text of 250 pounds plus 30%%% impact. Maximum Rung deflection

AutoCAD SHX Text

a) Ladder Rungs shall be designed to withstand a concentrated load

AutoCAD SHX Text

5. Design Loads

AutoCAD SHX Text the center of the Rung on a 4" wide area.

AutoCAD SHX Text between any two consecutive attachments.

AutoCAD SHX Text looseness, distortion, bending (permanent set) or other obvious damage.

AutoCAD SHX Text Rung and attachments to the Side Rail shall be inspected for cracks, AutoCAD SHX Text at any time under full design load. At completion of testing the

AutoCAD SHX Text Deflection shall be checked periodically and shall not exceed L/360

AutoCAD SHX Text to demonstrate fatigue resistance and a safe extended service life.

AutoCAD SHX Text loads shall be applied and released a minimum of 200,000 times

AutoCAD SHX Text the Side Rails in the same manner as the production Ladder. Design

AutoCAD SHX Text the Rung on an area 4" wide. The test Rung will be attached to

AutoCAD SHX Text design load, 325 lbs. (250x1.3), shall be applied at the center of

AutoCAD SHX Text Testing to be verified by an independent testing laboratory. The

AutoCAD SHX Text and deflections on the Rungs and Rung to Side Rail attachments.

AutoCAD SHX Text Submit test reports for the Engineer's approval to verify design loads

AutoCAD SHX Text

6. Testing

AutoCAD SHX Text ladder is located at an opening in Handrail. Rungs, Cage and

AutoCAD SHX Text Pipe for side rails shall have the same finish as handrail if the

AutoCAD SHX Text

7. Finish

AutoCAD SHX Text Brackets are to be mill finish.

AutoCAD SHX Text walk directly into the opening. Self-closing Gates are required

AutoCAD SHX Text provided with a Swinging Gate or so offset that a person cannot

AutoCAD SHX Text at entrance to opening), with the passage through the Railing either

AutoCAD SHX Text standard Railing with standard Toe board on all exposed sides (except

AutoCAD SHX Text Every Ladder way floor opening or Platform shall be guarded by a

AutoCAD SHX Text

8. Guarding Floor, Wall Openings and Holes [OSHA 1910.23(a)(2)]

AutoCAD SHX Text only where shown on plans.

AutoCAD SHX Text Wall

AutoCAD SHX Text Down

AutoCAD SHX Text Joint Splice

AutoCAD SHX Text 5'-1" Max Spacing for 6063 T6

AutoCAD SHX Text 5'-8" Max Spacing for 6061 T6

AutoCAD SHX Text

9. All Ladders shall be equipped with a fall prevention devise.

AutoCAD SHX Text 4'-0" Maximum

AutoCAD SHX Text 8'-0" Maximum

AutoCAD SHX Text 4'-0" Maximum

AutoCAD SHX Text 7'-0" Minimum

AutoCAD SHX Text Bracket

AutoCAD SHX Text 40%%d

AutoCAD SHX Text 10%%d

AutoCAD SHX Text 40%%d

AutoCAD SHX Text 15"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text

10. Specifications for Aluminum Ladder Cage:

AutoCAD SHX Text The Cage shall be shipped knocked down for field assembly.

AutoCAD SHX Text

a. Cage general design and size shall be in accordance with ANSI-A-14.3.

AutoCAD SHX Text 6061-T6, 3"x1/4" for the top and bottom bands and 2"x1/4" for

AutoCAD SHX Text

b. The prefabricated horizontal bands shall be aluminum bars, alloy

AutoCAD SHX Text the intermediate bands.

AutoCAD SHX Text

c. The pre-cut, pre-drilled Vertical Bars shall be Aluminum Bars 1 1/2"

AutoCAD SHX Text x3/16", Alloy 6061-T6.

AutoCAD SHX Text

d. All necessary stainless steel hardware shall be furnished for field

AutoCAD SHX Text assembly of the Cage.

AutoCAD SHX Text

e. Cages are required on Ladders only where shown on the plans.

AutoCAD SHX Text Removable Post

AutoCAD SHX Text Ladder

AutoCAD SHX Text To Nosing Line

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text between Brackets

AutoCAD SHX Text Maximum spacing

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text Clear

AutoCAD SHX Text 2 9/16"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2" SCH.40Aluminum Pipe

AutoCAD SHX Text 1/4" S.S.Round Head Machine Screw

AutoCAD SHX Text 5/16" S.S.Socket Head Cap Screw

AutoCAD SHX Text 3/8" S.S. WedgeAnchor (3 Req'd.)

AutoCAD SHX Text Adjustable Wall Fitting #AWF

AutoCAD SHX Text

SECTION

AutoCAD SHX Text A

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text B

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text Wall Flange

AutoCAD SHX Text Aluminum Toeboard where required on drawing or by OSHA see typical detail

AutoCAD SHX Text Various Base Mount detail to be provided by manufacturer

AutoCAD SHX Text 1/4" S.S. Round HeadMachine Bolt (Typical 7 Places)

AutoCAD SHX Text Aluminum Bar 1 1/2"x3/16" (Typical 7 Places)

AutoCAD SHX Text

(2) 3/8" S.S. Hex HeadMachine Bolts (Typical 2 Places)

AutoCAD SHX Text Aluminum Bar 2"x1/4"

AutoCAD SHX Text Self-Closing Gate (See Note A.8)

AutoCAD SHX Text Handrail

AutoCAD SHX Text AL.C10x5.28 or AL.C12x7.41 Depending upon design load & span

AutoCAD SHX Text Wall Rail

AutoCAD SHX Text Max. Spacing Between Posts

AutoCAD SHX Text All Pre-Engineered Stairs shall be designed and

AutoCAD SHX Text constructed for a minimum 100 PSF Live Load

AutoCAD SHX Text and shall conform to all applicable design loads

AutoCAD SHX Text shown under 1.3- Deisgn Notes on the

AutoCAD SHX Text Structural Drawings.

AutoCAD SHX Text Pre-Engineered Structural Elements shall be

AutoCAD SHX Text stamped, signed and certified by a Structural

AutoCAD SHX Text Engineer licensed in the State of Kentucky.

AutoCAD SHX Text Abrasive Nosing

AutoCAD SHX Text Alum. Grating

AutoCAD SHX Text 1"

AutoCAD SHX Text 12"

AutoCAD SHX Text 7" Max.

AutoCAD SHX Text

TYPICAL LADDER DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

LADDER CLIMB-OUT DEVICE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CAGED LADDER DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

WALL RAIL DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PRE-ENGINEERED STAIR ELEVATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TYPICAL PRE-ENGINEERED STAIR PLAN

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TYPICAL HANDRAIL DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TOEBOARD DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

%%UC. ALUMINUM STAIR DESIGN SPECIFICATIONS

AutoCAD SHX Text The aluminum staircase shall be designed for 100psf live load. The guards and handrails shall be in accordance with Kentucky Building Code 2002. Design Drawings of the aluminum staircase and associated components shall be provided by the Contractor and shall be stamped by a Structural Engineer registered in the state of Kentucky.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

1. Handrail shall be the product of a company normally engaged in the Handrail shall be the product of a company normally engaged in the manufacturing of Pipe Railing. Railing shall be shop assembled in lengths not to exceed 24 feet for field erection. All Handrails shall be in accordance with Kentucky Building Code 2002. 2. Handrails shall be designed to withstand 200# concentrated load applied in any Handrails shall be designed to withstand 200# concentrated load applied in any direction to the top rail. 3. The manufacturer shall submit calculations to the Engineer for approval. The manufacturer shall submit calculations to the Engineer for approval. Testing of base castings or base extrusions by an independent lab or manufacturer's lab (if manufacturer's lab meets the requirements of the Aluminum Association) will be an acceptable substitute for calculations. Calculations will be required for approval of all other design aspects. 4. Post spacing shall be a maximum of 6'-0". Posts and Railings shall be a Post spacing shall be a maximum of 6'-0". Posts and Railings shall be a minimum of 1-1/2" Schedule 40 Aluminum Pipe Alloy 6105-T5, ASTM-B-429 or ASTM-B-221. The handrail manufacturer shall show that their Posts are of adequate strength to meet the loading requirements. If the manufacturer's Posts are not of adequate strength, the manufacturer may reduce the Post spacing or add reinforcing Dowels or may do both in order to meet the loading requirements. 5. The Handrail shall be made of Pipes joined together with Component Fittings. The Handrail shall be made of Pipes joined together with Component Fittings. Samples of all Components, Bases, Toe Plate and Pipe must be submitted for approval. Components that are pop-riveted or glued at the joints will not be acceptable. All Components must be mechanically fastened with stainless steel hardware. Handrail and components shall be Rail, as manufactured TUF by Thompson Fabricating Company (Birmingham, Alabama) or an approved equal. 6. Posts shall not interrupt the continuation of the top Rail at any point along Posts shall not interrupt the continuation of the top Rail at any point along the Railing, including Corners and end termination's (OSHA 1910.23). The top surface of the Top Railing shall be smooth and shall not be interrupted by Projected Fittings. 7. The Mid Rail at a corner return shall be able to withstand a 200# load without The Mid Rail at a corner return shall be able to withstand a 200# load without loosening. The manufacturer is to determine this dimension for their system. Provide physical tests from a laboratory to confirm compliance. 8. Expansion Bolts shall be spaced 10d apart and 5d edge distance for no Expansion Bolts shall be spaced 10d apart and 5d edge distance for no reduction in pullout strength. A safety factor of 4 shall be used on Expansion Bolt pullout values published by the manufacturer. Expansion bolts shall be stainless steel type 18-8 Wedge Bolts and shall be furnished by the Handrail manufacturer. Toe Plate shall conform to OSHA standards. Toe Plate shall be a minimum of 4" high and shall 9.

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File details come from the government source that posted it. Updated Jan 10, 2020.