S01 12FPC322Q0013 Attachment 2 - Drawings.pdf

Contractor is responsible for contacting all utility companies pryior to construction.

An Effort has been made to locate and show approximate location of underground utility lines. Buried utilities are not necessarily shown.

It is the Contractor's responsibility to locate and preserve all utility services.

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N 35.949° W 97.127°

AutoCAD SHX Text

INDEX OF DRAWINGS

AutoCAD SHX Text Page No.

AutoCAD SHX Text Sheet Name

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AutoCAD SHX Text Vicinity Map - Cover Sheet

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AutoCAD SHX Text Sketch - Drawing

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8/4/21 9:40 AM

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OK-DWG-100

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AutoCAD SHX Text Vicinity Map_Cover Sheet_100.dwg

AutoCAD SHX Text Dan Smith

AutoCAD SHX Text Dan Smith

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AutoCAD SHX Text 8/4/21

AutoCAD SHX Text 8/4/21

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NE1/4 S18 T17N_R2E

AutoCAD SHX Text Payne County, OK County, OKOK

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Designed

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Drawing Name

AutoCAD SHX Text File Name

AutoCAD SHX Text Date

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EDDIE WARE BRIDGE EWP

AutoCAD SHX Text State Hwy 15

AutoCAD SHX Text State Hwy 77

© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS

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PLAN VIEW

AutoCAD SHX Text Bottom of Channel

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AutoCAD SHX Text 36" Thick Riprap

AutoCAD SHX Text 12" Thick Bedding

AutoCAD SHX Text TYPICAL SECTION - Riprap

AutoCAD SHX Text N.T.S.

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AutoCAD SHX Text TYPICAL SECTION - 4' Wide Keyway

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text TYPICAL SECTION - Channel Liner

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Riprap 15' long 18' deep

AutoCAD SHX Text Channel Liner 0+00

AutoCAD SHX Text Channel Liner 1+00

AutoCAD SHX Text Stockpile Side of Road

AutoCAD SHX Text 146th Street

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dan Smith

AutoCAD SHX Text Dan Smith

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AutoCAD SHX Text 7/28/2021

AutoCAD SHX Text 7/28/2021

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AutoCAD SHX Text Sketch.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

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8/4/21 8:51 AM

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EDDIE WARE BRIDGE

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BRIDGE ABUTMENT STABILIZATION

AutoCAD SHX Text Location Sketch

AutoCAD SHX Text NE Sec 18 T 17 N, R 2 E

AutoCAD SHX Text Payne County, Oklahoma County, OklahomaOklahoma

AutoCAD SHX Text From 0+00 - 0+75 D=3.0' Bw = 4' From 0+75 - 1+00 D=8.0' Bw = 6' Install Cutoff Walls at start and end of channel liner. Walls to be 4' Deep and 4' Thick for the entire width of the liner

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text Work Limits