S01 ATTACH 2 Dixon Mill Rd EWP 1-19-21 dwgs_APPROVED.pdf

PDF 809 KB Posted Mar 3, 2021

Attached to: EWP- Streambank Stabilization Dixon Mill Road Site – Vinton County, Ohio
Solicitation number: 12FPC321Q0033
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Other files

File	Type	Posted
S01 AMENDMENT-2 12FPC321Q0033.pdf	PDF	Mar 16, 2021
S01 SOLICITATION RFQ 12FPC321Q0033 revised.pdf	PDF	Mar 11, 2021
S02 AMENDMENT 12FPC321Q0033.pdf	PDF	Mar 11, 2021
S01 SOLICITATION RFQ 12FPC321Q0033.pdf	PDF	Mar 9, 2021
S01 ATTACH 3 WAGE DETERMINATIONS.pdf	PDF	Mar 3, 2021
S01 SOLICITATION RFQ 12FPC321Q0033.pdf	PDF	Mar 3, 2021
S01 ATTACH 1 Dixon Mill Rd Specs.pdf	PDF	Mar 3, 2021

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Natural Resources

Conservation Service

United States

Department of

Agriculture

AutoCAD SHX Text Ohio Route 327

AutoCAD SHX Text Ohio Route 671

AutoCAD SHX Text Dixon Mill Road

AutoCAD SHX Text Ross County

AutoCAD SHX Text Vinton County

AutoCAD SHX Text Vinton County Eagle Township

AutoCAD SHX Text Vinton County Harrison Township

AutoCAD SHX Text Ohio Route 327

AutoCAD SHX Text Haynes Hollow Road

AutoCAD SHX Text Ross County

AutoCAD SHX Text Vinton County

AutoCAD SHX Text Gibson Hollow Road

AutoCAD SHX Text Site

AutoCAD SHX Text

JOB SITE

AutoCAD SHX Text

VINTON COUNTY

AutoCAD SHX Text

EAGLE

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

RICHLAND

AutoCAD SHX Text

SWAN

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BROWN

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ELK

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MADISON

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KNOX

AutoCAD SHX Text

CLINTON

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VINTON

AutoCAD SHX Text

WILKESVILLE

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SHEET INDEX

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text

TITLE

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COVER SHEET

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PLAN VIEW

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SECTIONS

AutoCAD SHX Text **SPECIAL NOTE** IF POTENTIAL CULTURAL RESOURCE ITEMS ARE DISCOVERED DURING CONSTRUCTION, IMMEDIATELY STOP WORK AND NOTIFY THE NRCS CULTURAL RESOURCES COORDINATOR- BRYAN LEE 614-255-2487

AutoCAD SHX Text **SPECIAL NOTE** THE CONTRACTOR IS RESPONSIBLE TO USE ALL APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE LIKELIHOOD OF SITE EROSION AND OFFSITE SEDIMENT TRANSPORT. WHEN FINAL SITE STABILIZATION CANNOT BE COMPLETED WITHIN 14 DAYS OF COMMENCEMENT OF CONSTRUCTION, AN OHIO EPA NPDES PERMIT MAY BE REQUIRED (CONTRACTOR IS RESPONSIBLE FOR OBTAINING THIS PERMIT IF REQUIRED).

AutoCAD SHX Text Landowners or operators, sponsoring organizations, and contractors are liable for any damage resulting from disruption of a utility service caused by construction activities. NRCS makes no representation on the existence or non-existence of utilities on this site. Excavator must notify all utilities at least 48 hours, and not more than 10 days, prior to the planned commencement of excavation. Call OHIO811 (800-362-2764 or 811) for a listing of OUPS and OGPUPS members and limited basis participant members.

AutoCAD SHX Text

NOTICE TO LANDOWNER AND EXCAVATOR

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PHONE NO.

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NO REPLY

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OUPS MEMBER & LIMITED BASIS PARTICIPANT

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UTILITY INFORMATION 1/1//

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UNDERGROUND UTILITIES AT EXCAVATION SITE

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ADDRESS

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OHIO I.D.# A030802860

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NAME

AutoCAD SHX Text 1/ IF NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX./ IF NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX.NO UTILITIES ARE IDENTIFIED IN THE AREA, CHECK THIS BOX. IN THE AREA, CHECK THIS BOX.

AutoCAD SHX Text Horizon Chillicothe Telephone

AutoCAD SHX Text 68 E Main Street Chillicothe, OH 45601

AutoCAD SHX Text 740-772-8200

AutoCAD SHX Text X

AutoCAD SHX Text

GROUTED RIPRAP DETAILS

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

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COVER SHEET

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Job Class VI

AutoCAD SHX Text

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text

EAGLE TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

DIXON MILL ROAD EWP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

United States

Department of

Agriculture

M. Monnin 12/20

AutoCAD SHX Text Baseline

AutoCAD SHX Text Dixon Mill Road

AutoCAD SHX Text Flow

AutoCAD SHX Text Start Pinned ODOT Type "C" Grouted Riprap Toe 37.0' Right of B/L Sta. 1+15

AutoCAD SHX Text End Pinned ODOT Type "C" Grouted Riprap Toe 37.0' Right of B/L Sta. 4+33

AutoCAD SHX Text Left Bank

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Right Toe

AutoCAD SHX Text 30" Diam. Cottonwood (Do Not Remove)

AutoCAD SHX Text 18" Diam. Ash Tree To Be Removed

AutoCAD SHX Text Small Trees (Do Not Remove)

AutoCAD SHX Text Place Rock Around Utility Pole. Do Not Disturb Pole

AutoCAD SHX Text 16" Steel Culvert Inlet Invert 9.1' Left of B/L Sta. 4+11.0

AutoCAD SHX Text 18" Culvert Inlet Invert 15.2' Left of B/L Sta. 4+72.2

AutoCAD SHX Text 318' of 13.5' High Pinned ODOT Type "C" Grouted Riprap

AutoCAD SHX Text Culvert To Be Plugged By Sponsor. Contractor Will Bury North End During Construction.

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text 20" Diam. Sycamore To Be Removed

AutoCAD SHX Text 16" Diam. Boxelder To Be Removed

AutoCAD SHX Text Old 36" Stump To Be Removed

AutoCAD SHX Text Excavation

AutoCAD SHX Text WORK LIMITS Work limits start at Sta. 0+70 and extend downstream to Sta. 5+00. Width extends from 5' south of the south road edge to 5' north of the existing left toe, except between Sta. 0+70 to 1+10 and 4+38 to 5+00, where the work limits only extend to 15' north of the north road edge.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - Top of hub marked with lath and white ribbon on north side of Dixon Mill Road. TBM1 is 17.2' right of B/L Sta. 1+00. Elev. = 101.02 TBM2 - Nail driven in south side of utility pole on north side of Dixon Mill Road. TBM2 is 15.9' right of B/L Sta. 3+60.6. Marked with white ribbon. Elev. = 101.28 BASELINE: Baseline begins at Sta. 1+00 and extends downstream to Sta. 4+80 and is marked by lath with white flagging. Baseline in unmarked from Sta. 0+70 to 1+00 and 4+80 to 5+00, but these areas are within the work limits.

AutoCAD SHX Text Benchmark Utility Pole Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits Excavation

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text

EAGLE TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

DIXON MILL ROAD EWP EWP

United States

Department of

Agriculture

M. Monnin 12/20

AutoCAD SHX Text Note: Use OSHA 1926 for proper slope excavation.

AutoCAD SHX Text Pinned Grouted Rock Riprap Typical Section Not to Scale

AutoCAD SHX Text Pinned Grouted Rock Riprap Typical Keyway Section Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text Slope

AutoCAD SHX Text Top of Rock Elev. = 100.0

AutoCAD SHX Text Note: Grouted rock riprap shall not be higher than the edge of the road.

AutoCAD SHX Text Road

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text Slope

AutoCAD SHX Text Top of Rock Elev. = 100.0

AutoCAD SHX Text Note: Grouted rock riprap shall not be higher than the edge of the road.

AutoCAD SHX Text Road

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text 36" No. 8 rebar driven into 1" diam. hole drilled 18" into bedrock. Rebar spacing is 4.0' C-C.

AutoCAD SHX Text 36" No. 8 rebar driven into 1" diam. hole drilled 18" into bedrock. Rebar spacing is 4.0' C-C

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text K. LewisLewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text

GROUTED RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

EAGLE TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

DIXON MILL ROAD EWP EWP

AutoCAD SHX Text K. Lewis

11/20

United States

Department of

Agriculture

M. Monnin 12/20

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Planned Right Bank/Finished Grade

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Planned Right Bank/Finished Grade

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Planned Right Bank/Finished Grade

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Planned Right Bank/Finished Grade

AutoCAD SHX Text Finished Grade

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Excavation

AutoCAD SHX Text 4 or flatter

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AutoCAD SHX Text 4 or flatter

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AutoCAD SHX Text Planned Toe

AutoCAD SHX Text Existing Toe

AutoCAD SHX Text Excavation

AutoCAD SHX Text Planned Toe

AutoCAD SHX Text Existing Toe

AutoCAD SHX Text Excavation

AutoCAD SHX Text Planned Toe

AutoCAD SHX Text Existing Toe

AutoCAD SHX Text Planned Toe

AutoCAD SHX Text Existing Toe

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 10/20

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 4 of

AutoCAD SHX Text File No.

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 11/20

AutoCAD SHX Text

EAGLE TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

DIXON MILL ROAD EWP EWP

	2021-01-25T15:15:04-0500
DUANE RIETHMAN

File details come from the government source that posted it. Updated Mar 3, 2021.