S01 12FPC322Q0053 Attachement 2 Drawings Thompson Rd EWP.pdf

PDF 926 KB Posted Jul 12, 2022

Attached to: Amendment 0001 Channel repairs at the EWP to the Harrison Township. Trustees, Vinton County, OH
Solicitation number: 12FPC322Q0053
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Other files

File	Type	Posted
S01 Amd 0001 12FPC322Q0053 Thompson Rd EWP Notes.pdf	PDF	Jul 19, 2022
S01 12FPC322Q0053 Attachment 3 Wage Determination.pdf	PDF	Jul 12, 2022
S01 12FPC322Q0053 Solicitation - Thompson Rd.pdf	PDF	Jul 12, 2022
S01 12FPC322Q0053 Attachment 1 Specs - Thompson.pdf	PDF	Jul 12, 2022

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Natural Resources

Conservation Service

United States

Department of

Agriculture

Wells/Monnin 5/2022

AutoCAD SHX Text

US RT 50

AutoCAD SHX Text Waldron Road

AutoCAD SHX Text Kelley Road

AutoCAD SHX Text Thompson Road

AutoCAD SHX Text Harrison Twp

AutoCAD SHX Text Richland Twp

AutoCAD SHX Text

US RT 50

AutoCAD SHX Text Graves Road

AutoCAD SHX Text Clark Road

AutoCAD SHX Text Old US 50

AutoCAD SHX Text Radcliff Hollow Road

AutoCAD SHX Text Beech Grove Road

AutoCAD SHX Text Ohio RT 671

AutoCAD SHX Text Steven Branch Road

AutoCAD SHX Text French Hollow Road

AutoCAD SHX Text Ponetown Road

AutoCAD SHX Text Log Pile Road

AutoCAD SHX Text Headley Road

AutoCAD SHX Text Thompson Road Site

AutoCAD SHX Text

JOB SITE

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VINTON COUNTY

AutoCAD SHX Text

EAGLE

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JACKSON

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HARRISON

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RICHLAND

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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

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

GABION BASKET DETAILS

AutoCAD SHX Text

ROAD RIPRAP DETAILS

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 AT 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

AutoCAD SHX Text

UTILITY INFORMATION 1/1//

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UNDERGROUND UTILITIES AT EXCAVATION SITE

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text OHIO I.D.# A102101094 - Thompson Road

AutoCAD SHX Text

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 Columbia Gas Transmission

AutoCAD SHX Text 843 Piatt Ave. Chillicothe, OH 45601

AutoCAD SHX Text 740-772-9100

AutoCAD SHX Text X

AutoCAD SHX Text Horizon Chillicothe Telephone

AutoCAD SHX Text 68 E Main St Chillicothe, OH 45601

AutoCAD SHX Text 740-772-8200

AutoCAD SHX Text X

AutoCAD SHX Text Ross County Water

AutoCAD SHX Text 663 Fairgrounds Rd Chillicothe, OH 45601

AutoCAD SHX Text 740-774-4117

AutoCAD SHX Text X

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Job Class IV

AutoCAD SHX Text

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 1/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 1/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

THOMPSON 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

Wells/Monnin 5/2022

AutoCAD SHX Text 600' of 1 High 12 High Gabion Baskets

AutoCAD SHX Text 8' of ODOT Type "C" Riprap Transition With 2' Toe. See Sheet 3

AutoCAD SHX Text Align Streamside Face of 12 Basket With Streamside Face of Sheet Piling

AutoCAD SHX Text End Gabion Baskets 27.4' Left of B/L Sta. 1+34

AutoCAD SHX Text Start Gabion Baskets 41.9' Left of B/L Sta. 7+25.8

AutoCAD SHX Text Streamside Face of Bottom Gabion Basket is 7.0' Left of Left Road Edge Between B/L Sta. 1+55.5 and B/L Sta. 6+87. Subgrade Elevation is 5.0' Below the Left Road Edge

AutoCAD SHX Text Existing Sheet Piling

AutoCAD SHX Text Baseline

AutoCAD SHX Text Existing Left Channel Toe

AutoCAD SHX Text Existing Right Channel Toe

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text 40" Diam. Black Walnut (Do Not Disturb)

AutoCAD SHX Text 32490 Thompson Road Mailbox is 1.4' Right of B/L Sta. 3+66.5

AutoCAD SHX Text House

AutoCAD SHX Text Driveway

AutoCAD SHX Text 32579 Thompson Road Mailbox is 2.7' Left of B/L Sta. 1+07.9

AutoCAD SHX Text Thompson Road

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text 12" Diam. Plastic Culvert

AutoCAD SHX Text Flow

AutoCAD SHX Text Gabion Tieback See Sheet 4

AutoCAD SHX Text Excavation

AutoCAD SHX Text Note: A Columbia Gas Transmission Representative Must Be On-Site During Excavation Around Their Buried Utility.

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+10 and extend downstream to B/L Sta. 7+41. Width extends 5' to the east of the road edge, except between B/L Sta. 4+32 to 4+92, and B/L Sta 6+50 to 6+80, where it extends to 35' east of the road. West of the road, the work limits are 5' west of the existing channel left toe.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - Nail driven in south side of wooden fence post on the east side of Thompson Rd. It is 4.8' right of the east edge of road. Marked with white ribbon. Elev. = 644.70 TBM2 - Top of driven hub marked with lath and white ribbon. It is 12.0' east of the east road edge. Elev. = 640.68 TBM3 - White paint mark on upstream end of steel sheet piling. Elev. = 641.20

AutoCAD SHX Text BASELINE DESCRIPTION BASELINE: Baseline begins at Sta. 1+00 and extends to Sta. 7+45 at north end of work area. The baseline passes through tbm1 at Sta. 1+35 and extends through tbm2 at Sta. 7+20

AutoCAD SHX Text Benchmark Gas Line Marker Telephone Pedastal Water Meter Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text M

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 1/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 1/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

THOMPSON ROAD EWP EWP

United States

Department of

Agriculture

Wells/Monnin 5/2022

AutoCAD SHX Text Note: Whenever bedrock is encountered within 6 in. of bottom of basket, basket must be pinned. When pinning baskets, use 1 in. diameter rebar 36 in. long in each front face cell. Drill into rock at least 18 in. If bedrock is not found, subgrade half of bottom basket. See Gabion detail.

AutoCAD SHX Text PINNED GABION BASKET DETAIL ONE AND HALF BASKETS Not to Scale

AutoCAD SHX Text GABION BASKET DETAIL ONE AND HALF BASKETS Not to Scale

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text Road

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text

AutoCAD SHX Text .33

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

AutoCAD SHX Text Note: Top of baskets shall not be higher than edge of road.

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text Road

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text

AutoCAD SHX Text .33

AutoCAD SHX Text Earthfill

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Proposed Channel Bottom at Bedrock

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text Earthfill

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text Proposed Channel Bottom

AutoCAD SHX Text 36" No. 8 rebar driven into 1" diam. hole drilled 18" into bedrock.

AutoCAD SHX Text GABION BASKET TIEBACK ISOMETRIC VIEW Not to Scale

AutoCAD SHX Text Single Gabion Basket Top Row

AutoCAD SHX Text Finished Channel Grade

AutoCAD SHX Text Single Gabion Basket Bottom Row Subgraded 18"

AutoCAD SHX Text Gabion Tiebacks

AutoCAD SHX Text 6" Thick AASHTO M43 #57 Drainfill

AutoCAD SHX Text 18" Thick ODOT Type "C" Riprap Transition

AutoCAD SHX Text GABION BASKET TIEBACK - BOTTOM ROW PLAN VIEW Not to Scale

AutoCAD SHX Text GABION BASKET TIEBACK - TOP ROW PLAN VIEW Not to Scale

AutoCAD SHX Text 3' x 3' x 3' Gabion Baskets

AutoCAD SHX Text 3' x 3' x 1.5' Gabion Baskets

AutoCAD SHX Text 2/20

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

GABION BASKET DETAILS

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 1/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

THOMPSON ROAD EWP EWP

United States

Department of

Agriculture

Wells/Monnin 5/2022

AutoCAD SHX Text Pinned Typical Transition Area Section View

AutoCAD SHX Text Pinned Typical Transition Area Top View

AutoCAD SHX Text Transition Note: ODOT Type "C" Riprap will be used at ends of the gabion baskets where shown in planview for a transition to the existing side slope and to fill the void created when excavating for the gabion baskets.

AutoCAD SHX Text Note: Tiebacks to be determined by engineer in the field.

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

AutoCAD SHX Text Typical Transition Area with Toe Section View

AutoCAD SHX Text Typical Transition Area with Toe Top View

AutoCAD SHX Text Drawing Not to Scale

AutoCAD SHX Text Varies

AutoCAD SHX Text

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text Varies

AutoCAD SHX Text

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Slope Riprap at 1 to 1 on Basket Side of Transition

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text No. 8 (1" Dia.) Rebar Pin 36" Long

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Slope Riprap at 1 to 1 on Basket Side of Transition

AutoCAD SHX Text Note: Whenever bedrock is encountered and prevents installation of the riprap toe to 18" below the finished channel bottom, rebar pins must be installed. When pinning riprap, use 1 in. diameter rebar 36 in. long installed in a one inch diameter hole. Drill into rock at least 18 in. See pinned typcial transition detail above.

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 2/20

AutoCAD SHX Text

RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

THOMPSON ROAD EWP EWP

AutoCAD SHX Text K. Lewis

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	2022-05-11T11:24:29-0400
Blake Arthur

	2022-05-11T11:24:57-0400
Blake Arthur

	2022-05-11T11:25:19-0400
Blake Arthur

	2022-05-11T11:25:42-0400
Blake Arthur

File details come from the government source that posted it. Updated Jul 12, 2022.