S01 12FPC321Q0065 Attachment 2 - Drawings.pdf

PDF 1 MB Posted Jul 14, 2021

Attached to: EWP Streambank Stabilization for Wilcox and Jessie Creek Roads in Meigs County, Ohio
Solicitation number: 12FPC321Q0065
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Other files

File	Type	Posted
S01 12FPC321Q0065 Attachment 3 - Wage Determinations OH20210001 05282021.pdf	PDF	Jul 14, 2021
S01 12FPC321Q0065 Solicitation Packet.pdf	PDF	Jul 14, 2021
S01 12FPC321Q0065 Attachment 1 - Specifications.pdf	PDF	Jul 14, 2021

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Na tu ra l R es ou rc es

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MEIGS COUNTY

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COLUMBIA

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SCIPIO

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BEDFORD

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ORANGE

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OLIVE

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CHESTER

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LEBANON

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SUTTON

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LETART

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SALISBURY

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RUTLAND

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SALEM

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SHEET INDEX

AutoCAD SHX Text Sheet No.

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TITLE

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COVER SHEET

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WORK LIMITS PLAN VIEW

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GABION & RIPRAP TRANSITION DETAILS

AutoCAD SHX Text **SPECIAL NOTE** If potential cultural resource items are discovered during construction, immediately stop work and notify Bryan Lee 614-255-2487 NRCS Cultural Resources Coordinator

AutoCAD SHX Text **SPECIAL NOTE** The contractor is responsible to use all appropriate Best Management Practices (BMPs) 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.

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NOTICE TO LANDOWNER AND EXCAVATOR

AutoCAD SHX Text B032500602

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JESSIE CREEK ROAD SITE

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WILCOX ROAD SITE

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JESSIE CREEK RD PLAN VIEW

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GROUTED RIPRAP DETAILS

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WILCOX RD PLAN VIEW

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WILCOX RD SECTIONS

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PHONE NO.

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NO REPLY

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OHIO811 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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OHIO811 I.D.#

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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.

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PHONE NO.

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NO REPLY

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OHIO811 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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OHIO811 I.D.#

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NAME

AutoCAD SHX Text B03250083

AutoCAD SHX Text Designed

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COVER SHEET

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text Job Class IV

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AutoCAD SHX Text K. Lewis

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AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text Job Site

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AutoCAD SHX Text Scale in Feet

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AutoCAD SHX Text Wilcox Road Work Site

AutoCAD SHX Text Jessie Creek Road Work Site

AutoCAD SHX Text M. Monnin

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AutoCAD SHX Text Gate to staging area

AutoCAD SHX Text Work limits to Staging area

AutoCAD SHX Text Wilcox Road

AutoCAD SHX Text Jessie Creek Road

AutoCAD SHX Text Titus Road

AutoCAD SHX Text Work limits to Jessie Creek Road Site continues 1,167' S from the crossroads See Sheet 3 Plan View with work limits

AutoCAD SHX Text Work limits to Wilcox Road Site continues 472' S from the crossroads. See Sheet 4 Plan View with work limits

AutoCAD SHX Text Crossroads reference point

AutoCAD SHX Text Drainage

AutoCAD SHX Text WORK LIMITS Work limits begins at the crossroads of Titus Road, Wilcox Road, and Jessie Creek Road. From the Southwest edge of the crossroads and pavement, the worklimits begins a 65' West to 75' South working area inside the fenced pasture. Gate to access this area is South from the crossroads edge 15' Wilcox Road - Work limits continues West along the South edge of the pavement of Wilcox Road 472' where the work site is - Work limits continues West along the South edge of the pavement of Wilcox Road 472' where the work site is identified, Wilcox Road B/L Sta. 20+94 to Sta. 19+94 (unmarked) work limits is 19' left of the B/L to 29' right of the B/L. Jessie Creek Road - Work limits continues South along the West edge of the pavement 1,167' where the work site is - Work limits continues South along the West edge of the pavement 1,167' where the work site is identified, Jessie Creek Road B/L. Sta. 10+00 - 11+20 work limit continues to follow the West edge of pavement. From B/L Sta. 10+20 - 11+20, work limits is 16' left of the B/L and 20' right of the B/L

AutoCAD SHX Text Benchmark Utility Pole Utility Marker Tree Lath Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits Fence

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LEGEND

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WORK LIMITS PLAN VIEW

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

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GAW

5/3/21

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AutoCAD SHX Text West Side of Jessie Creek Rd

AutoCAD SHX Text 10' Long Transition Area With Toe See Sheet 5

AutoCAD SHX Text Existing right toe

AutoCAD SHX Text Start Gabion Baskets 9.9' Right of B/L Sta. 10+36

AutoCAD SHX Text End Gabion Baskets 14.6' Right of B/L Sta. 11+07.8

AutoCAD SHX Text 2 High Gabion Baskets

AutoCAD SHX Text 10' Long Transition Area With Toe See Sheet 5

AutoCAD SHX Text Existing left toe

AutoCAD SHX Text Existing left bank

AutoCAD SHX Text Jessie Creek Rd

AutoCAD SHX Text East Side of Jessie Creek Rd

AutoCAD SHX Text Gabion Baskets 9.0' Right of B/L Sta. 10+66

AutoCAD SHX Text 24" Poplar tree (Do Not Remove)

AutoCAD SHX Text Baseline

AutoCAD SHX Text Earthfill

AutoCAD SHX Text JESSIE CREEK ROAD BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - 40D Nail driven in southwest side of 24" Poplar tree 5.0' Right of Jessie Creek Rd. at Sta. 10+00. Marked with white ribbon. Assumed Elev. 100.0 BASELINE: B/L Sta. 10+00 is 5' Left of 24" diameter poplar tree. B/L Sta 11+30 is 25' Right of a wooden LATH marked with white ribbon.

AutoCAD SHX Text WORK LIMITS Jessie Creek Road -Work limits start at B/L -Work limits start at B/L Sta. 10+20 - 11+20, width extends from 16' Left of the baseline to 20' Right of the baseline.

AutoCAD SHX Text Benchmark Utility Pole Utility Marker Tree Lath Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits Fence

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LEGEND

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AutoCAD SHX Text Planned Toe Layout Points

AutoCAD SHX Text Baseline Sta.

AutoCAD SHX Text 10+36

AutoCAD SHX Text 9.9' R

AutoCAD SHX Text 10+66

AutoCAD SHX Text 14.6' R

AutoCAD SHX Text Left Toe

AutoCAD SHX Text 11+07.8

AutoCAD SHX Text 9.0' R

AutoCAD SHX Text Designed

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JESSIE CREEK RD PLAN VIEW

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

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AutoCAD SHX Text M. Rakes

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AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

AutoCAD SHX Text M. Monnin

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AutoCAD SHX Text North Edge of Road

AutoCAD SHX Text South Edge of Road

AutoCAD SHX Text Wilcox Road

AutoCAD SHX Text 2 - 12" Maple Tree (Cut flush to the ground. Do Not Remove stump)

AutoCAD SHX Text 20" Poplar Tree (DO NOT REMOVE)

AutoCAD SHX Text 85.0' of 6' High ODOT Type "C" Grouted Riprap With 2' Channel Bottom Width (Measured halfway up from top bank and toe)

AutoCAD SHX Text 30" Dual-Walled Culvert

AutoCAD SHX Text Existing Left Top Bank

AutoCAD SHX Text Planned Left Top Bank

AutoCAD SHX Text Existing Right Top Bank

AutoCAD SHX Text B/L Sta. 20+00 Starts 2' West on South road edge of the centerline of existing plastic culvert.

AutoCAD SHX Text B/L ends at Sta. 20+94 on the South edge of the road, 5' Left of TBM2

AutoCAD SHX Text Start Riprap Left Toe 4.7' Right of B/L Sta. 20+04

AutoCAD SHX Text End Riprap Toe 14.8' Right of B/L Sta. 20+88.5

AutoCAD SHX Text Start Riprap Right Toe 5.2' Right of B/L Sta. 20+02

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Existing Left Toe

AutoCAD SHX Text 4 ft wide keyway

AutoCAD SHX Text End Riprap Right Toe 18.5' Right of B/L Sta. 20+87.2

AutoCAD SHX Text Work Limits

AutoCAD SHX Text 91.5' of 2' High ODOT Type "C" Grouted Riprap

AutoCAD SHX Text Baseline

AutoCAD SHX Text Roadside ditch

AutoCAD SHX Text WILCOX ROAD BENCHMARK & BASELINE DESCRIPTIONS: : TBM2 - 40D Nail driven in southwest side of corner fence post 5.0' off the edge of the south side of Wilcox Rd. at Sta. 20+94. Marked with white ribbon. Assumed Elev. 100.0 BASELINE: South edge of pavement along Wilcox Rd. Baseline begins at Sta. 20+00, 2' west of centerline of culvert crossing Wilcox Rd and extends to Sta. 20+94 at east end of work area. Baseline is unmarked from Sta. 19+94 - 20+00

AutoCAD SHX Text WORK LIMITS Wilcox Road - Work limits start at B/L Sta. - Work limits start at B/L Sta. 19+94 and extends downstream to Sta. 20+94. Width extends from 19' Left of the baseline to 29' Right of the baseline

AutoCAD SHX Text Benchmark Utility Pole Utility Marker Tree Lath Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits Fence

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LEGEND

AutoCAD SHX Text W/L

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AutoCAD SHX Text Planned Toe Layout Points

AutoCAD SHX Text Baseline Sta.

AutoCAD SHX Text 20+04

AutoCAD SHX Text 4.7' R

AutoCAD SHX Text 20+12

AutoCAD SHX Text 8.5' R

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Right Toe

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AutoCAD SHX Text 10.5' R

AutoCAD SHX Text 20+65

AutoCAD SHX Text 8.5' R

AutoCAD SHX Text 20+83.5

AutoCAD SHX Text 13.1' R

AutoCAD SHX Text 10.5' R

AutoCAD SHX Text 15.2' R

AutoCAD SHX Text 20+02

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AutoCAD SHX Text 5.2' R

AutoCAD SHX Text 20+87.2

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AutoCAD SHX Text 18.5' R

AutoCAD SHX Text 20+88.5

AutoCAD SHX Text 14.8' R

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WILCOX RD PLAN VIEW

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

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AutoCAD SHX Text Road

AutoCAD SHX Text Edge of Road

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 GABION BASKET DETAIL TWO BASKETS Not to Scale

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 Class "C" Earthfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Proposed Channel Bottom

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.

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TYPICAL TRANSITION AREA WITH TOE SECTION VIEW

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TYPICAL TRANSITION AREA WITH TOE TOP VIEW

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text Varies

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AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

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

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text 2/21

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GABION & RIPRAP TRANSITION DETAILS

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text K. Lewis

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RUTLAND TOWNSHIP EWP EWP

AutoCAD SHX Text M. Monnin

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AutoCAD SHX Text Edge of Road

AutoCAD SHX Text GROUTED RIPRAP KEYWAY TYPICAL SECTION Not to Scale

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AutoCAD SHX Text 1.25

AutoCAD SHX Text Top of Rock

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Channel Bottom

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

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AutoCAD SHX Text 1.5

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AutoCAD SHX Text 1.25

AutoCAD SHX Text GROUTED RIPRAP DETAIL TYPICAL SECTION Not to Scale

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AutoCAD SHX Text Top of Rock

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AutoCAD SHX Text Designed

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AutoCAD SHX Text Drawn

AutoCAD SHX Text K. Lewis/M. RakesLewis/M. Rakes

AutoCAD SHX Text 2/21

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GROUTED RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

AutoCAD SHX Text M. Rakes

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AutoCAD SHX Text M. Monnin

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GAW

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AutoCAD SHX Text Edge of Road

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AutoCAD SHX Text 1.25

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AutoCAD SHX Text 1.5

AutoCAD SHX Text Edge of Road

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AutoCAD SHX Text 1.25

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AutoCAD SHX Text 1.5

AutoCAD SHX Text Edge of Road

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AutoCAD SHX Text 1.25

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 18" Grouted ODOT Type "C" Riprap

AutoCAD SHX Text 6" AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text 18" Grouted ODOT Type "C" Riprap

AutoCAD SHX Text 6" AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text 18" Grouted ODOT Type "C" Riprap

AutoCAD SHX Text 6" AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Blend to existing ground

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text M. Rakes

AutoCAD SHX Text 2/21

AutoCAD SHX Text

WILCOX RD SECTIONS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 7 of

AutoCAD SHX Text File No.

AutoCAD SHX Text M. Rakes

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RUTLAND TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

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RUTLAND TOWNSHIP EWP EWP

AutoCAD SHX Text M. Monnin

AutoCAD SHX Text 4/21

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GAW

	2021-05-03T11:18:14-0400
GREGORY WELLS

File details come from the government source that posted it. Updated Jul 14, 2021.