S01 ATCH 2 Orange Twp EWP drawings_approved 8-3-21.pdf

PDF 3 MB Posted Dec 9, 2021

Attached to: NRCS Ohio Emergency Water Shed Protection (EWP) Stream Bank Stabilization Project in Orange Township, Meigs County.
Solicitation number: 12FPC322Q0002-USDA_NRCS_OHIO_Emergency_Watershed_Project
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Other files

File	Type	Posted
S07_Orange Township Site Visit Questions and Answers.pdf	PDF	Dec 21, 2021
S01 Amd 01_RFQ 12FPC322Q0002 OH Orange Township.pdf	PDF	Dec 13, 2021
S01 RFQ 12FPC322Q0002 OH Orange Township.pdf	PDF	Dec 9, 2021
S01 ATCH 1 Orange Twp EWP Specs 7-15-21.pdf	PDF	Dec 9, 2021
S01 ATCH 3 Construction Wage Determination OH20210047 3Dec21.pdf	PDF	Dec 9, 2021

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N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

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U n i t e d

S t a t e s

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A g r i c u l t u r e

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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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HENDERSON ROAD WORK LIMITS

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HENDERSON ROAD SITE #1 PLAN VIEW

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GABION BASKET 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 614-255-2487AT 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.

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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.# A118301055, A118301064

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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

HENDERSON ROAD SITE #1 SECTIONS

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GABION TRANSITION DETAILS

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HENDERSON ROAD SITE #2 PLAN VIEW

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HENDERSON ROAD SITE #2 RIPRAP DETAILS

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KEEBAUGH FOLLROD ROAD PLAN VIEW

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KEEBAUGH FOLLROD ROAD GROUTED RIPRAP DETAILS

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KEEBAUGH FOLLROD ROAD SECTIONS

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KEEBAUGH FOLLROD ROAD GROUTED GABION DETAILS

AutoCAD SHX Text Ohio Rt 681

AutoCAD SHX Text Keebaugh Follrod Rd

AutoCAD SHX Text Sumner Rd

AutoCAD SHX Text Cherry Ridge

AutoCAD SHX Text Sunny Hollow

AutoCAD SHX Text Keebaugh Follrod Rd

AutoCAD SHX Text Carr Rd

AutoCAD SHX Text Henderson Road Site #1

AutoCAD SHX Text Orange Twp

AutoCAD SHX Text Bedford Twp

AutoCAD SHX Text Elk Run Rd

AutoCAD SHX Text Flood Rd

AutoCAD SHX Text Bearwallow Rdg

AutoCAD SHX Text Stearns Rd

AutoCAD SHX Text Bentz Cemetery

AutoCAD SHX Text Keebaugh Follrod Road Site

AutoCAD SHX Text Henderson Road Site #2

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 IV

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

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ORANGE TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

ORANGE TOWNSHIP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Charles Frazier

AutoCAD SHX Text 8.2.21 t u r a l

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AutoCAD SHX Text Henderson Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text Henderson Road Site #1 51' of 4 High Woven Wire Mesh Gabions With Rock Riprap Transitions

AutoCAD SHX Text Henderson Road Site #2 63' of 13' High Rock Riprap With 3' Toe and 12' of 8' High Rock Riprap With 3' Toe

AutoCAD SHX Text Existing 18" Diam. Culvert

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text Right Bank

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Overhead Utility Line

AutoCAD SHX Text Flow

AutoCAD SHX Text BASELINE DESCRIPTION: : BASELINE: West edge of Henderson Road. Baseline begins at B/L Sta. 1+00 and extends to Sta. 4+00 at south end of work area. B/L Sta. 1+00 is at the intersection of the centerline of the 18" culvert and the east edge of Henderson Road.

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to B/L Sta. 4+00. Width extends 5' west of the road edge and 10' east of the road edge. For Site #1, the work limits between B/L Sta. 1+00 to 1+80 extend farther east to 15' east of the right toe of the stream. The work limits also extend to 5' east of the right toe between B/L Sta. 1+80 and 2+10. For Site #2, the work limits between B/L Sta. 2+89 to 3+75 extend farther east to 5' east of the right toe.

AutoCAD SHX Text BENCHMARK DESCRIPTIONS: : TBM1 - Top of wooden hub marked with lath and white ribbon. TBM1 is 9.4' right of B/L Sta. 1+22.2. Elev. = 656.01 TBM2 - Top of wooden hub marked with lath and white ribbon. TBM2 is 17.6' left of baseline Sta. 2+70 and 5.0' north of the utility pole. Elev. = 650.07

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

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LEGEND

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AutoCAD SHX Text Designed

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WORK LIMITS

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text K. Lewis

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ORANGE TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP EWP

CRF 8.2.21

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AutoCAD SHX Text Trees To Be Removed As Needed For Access

AutoCAD SHX Text Temporary Site Access Lane

AutoCAD SHX Text 8" Diam. Elm and 12" Diam. Poplar Trees To Be Removed

AutoCAD SHX Text Existing 18" Diam. Culvert

AutoCAD SHX Text Concrete Rubble To Be Removed

AutoCAD SHX Text Henderson Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text Right Bank

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Start 4 High Woven Wire Mesh Gabions 33.6' Left of B/L Sta. 1+16.2

AutoCAD SHX Text 10.5' High Rock Riprap Transition

AutoCAD SHX Text 5.5' High Rock Riprap Above Woven Wire Mesh Gabions

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Overhead Utility Line (To Be Temporarily Relocated By Orange Township Trustees Prior to Construction)

AutoCAD SHX Text Flow

AutoCAD SHX Text Culvert Extension (By Others)

AutoCAD SHX Text Excess Channel Material To Be Removed

AutoCAD SHX Text End 4 High Woven Wire Mesh Gabions 35.3' Left of B/L Sta. 1+67.2

AutoCAD SHX Text Rock Riprap For Gabion Foundation

AutoCAD SHX Text 131 CY of 4 High Woven Wire Mesh Gabions

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to B/L Sta. 4+00. Width extends 5' west of the road edge and 10' east of the road edge, except between B/L Sta. 1+00 to 1+80, where the limits extend farther east, to 15' east of the right toe of the stream. The work limits also extend to 5' east of the right toe between B/L Sta. 1+80 and 2+10

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - Top of wooden hub marked with lath and white ribbon. TBM1 is 9.4' right of B/L Sta. 1+22.2. Elev. = 656.01 BASELINE: West edge of Henderson Road. Baseline begins at B/L Sta. 1+00 and extends to Sta. 4+00 at south end of work area. B/L Sta. 1+00 is at the intersection of the centerline of the 18" culvert and the east edge of Henderson Road.

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

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LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

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AutoCAD SHX Text Scale in Feet

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PLAN VIEW

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text File No.

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #1 EWP - SITE #1

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AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Gabion Basket Drainfill Pay Limits

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Normal Waterline

AutoCAD SHX Text WOVEN WIRE MESH GABIONS DETAIL FOUR BASKETS HIGH ON HIGH ON RIPRAP FOUNDATION Not to Scale

AutoCAD SHX Text Note: The riprap foundation shall extend at least 1.5' below the channel bottom. Actual depth may vary due to site conditions and will be determined by the NRCS field engineer. See Gabion detail above.

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 Gabion Basket Drainfill Behind Gabion Baskets

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AutoCAD SHX Text 3' x 3' Basket

AutoCAD SHX Text 3' x 4.5' Basket

AutoCAD SHX Text Rock Riprap For Gabion Foundation Equipment Placed and Compacted ODOT Type "C" Riprap. Fill Surface Voids With Smaller Limestone Prior To Placing Baskets.

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AutoCAD SHX Text 7/21

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

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GABION BASKET DETAILS

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

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ORANGE TWP TWP

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MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #1 EWP - SITE #1

t u r a l

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C o n s e r v a t i o n

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AutoCAD SHX Text Upstream and Downstream Tiebacks: Bottom row: 3' x 3' x 12' Second row: 3' x 3' x 9' Third row: 3' x 3' x 9' Top row: 3' x 3' x 9'

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text 4 High Woven Wire Mesh Gabions Tieback

AutoCAD SHX Text

AutoCAD SHX Text Rock Riprap For Gabion Foundation

AutoCAD SHX Text 18" Rock Riprap

AutoCAD SHX Text Gabion Basket Drainfill

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Normal Waterline 636.0

AutoCAD SHX Text

AutoCAD SHX Text Excavate and replace road base material

AutoCAD SHX Text Temporary Access Lane

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text 4 High Woven Wire Mesh Gabions

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AutoCAD SHX Text Rock Riprap For Gabion Foundation

AutoCAD SHX Text

AutoCAD SHX Text Excavation- Unclassified

AutoCAD SHX Text Gabion Basket Drainfill

AutoCAD SHX Text 18" Rock Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Normal Waterline 636.0

AutoCAD SHX Text Existing 18" Culvert

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Culvert Extension (By Others)

AutoCAD SHX Text 18" Rock Riprap Transition

AutoCAD SHX Text Drainfil-No. 57 Stone

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AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Earthfill Class 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. Lewis

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SECTIONS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 5 of

AutoCAD SHX Text File No.

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #1 EWP - SITE #1

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AutoCAD SHX Text Typical Transition Area Section View

AutoCAD SHX Text Typical Transition Area Top View

AutoCAD SHX Text Transition Note: Rock 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

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AutoCAD SHX Text Rock Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text Varies

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AutoCAD SHX Text Rock Riprap

AutoCAD SHX Text Channel Bottom

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

AutoCAD SHX Text Rock Riprap

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

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text Rock Riprap

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

AutoCAD SHX Text 7/21

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

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GABION TRANSITION DETAILS

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text File No.

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

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ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #1 EWP - SITE #1

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AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Henderson Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Right Bank

AutoCAD SHX Text 63' of 13' High Rock Riprap With 3' Toe

AutoCAD SHX Text Start 13' High Rock Riprap With 3' Toe 47.0' Left of B/L Sta. 2+94

AutoCAD SHX Text End 8' High Rock Riprap Transition 42.6' Left of B/L Sta. 3+68.9

AutoCAD SHX Text End 13' High Rock Riprap with 3' Toe and Start 8' High Rock Riprap Transition 43.3' Left of B/L Sta. 3+56.9

AutoCAD SHX Text Blend Rock Riprap Into Existing Bank

AutoCAD SHX Text 16" Diam Hickory Do Not Remove

AutoCAD SHX Text 8" Diam. Box Elder Do Not Remove

AutoCAD SHX Text 8" Diam. Ash Tree Do Not Remove

AutoCAD SHX Text Left Toe

AutoCAD SHX Text 12" Diam. Hickory Tree To Be Removed

AutoCAD SHX Text Flow

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to B/L Sta. 4+00. Width extends 5' west of the road edge and 10' east of the road edge, except between B/L Sta. 2+89 to 3+75, where the limits extend farther east, to 5' east of the right toe of the stream.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM2 - Top of wooden hub marked with lath and white ribbon. TBM2 is 17.6' left of baseline Sta. 2+70 and 5.0' north of the utility pole. Elev. = 650.07 BASELINE: Wast edge of Henderson Road. Baseline begins at Sta. 1+00 and extends to Sta. 4+00 at south end of work area.

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

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

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PLAN VIEW

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text File No.

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AutoCAD SHX Text K. Lewis

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AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #2 EWP - SITE #2

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AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text ROCK RIPRAP KEYWAY TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text ROCK RIPRAP DETAIL TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Channel Bottom

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 7/21

AutoCAD SHX Text

RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

HENDERSON ROAD EWP - SITE #2 EWP - SITE #2

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21 t u r a l

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AutoCAD SHX Text Maintain Road Ditch

AutoCAD SHX Text Left Bank

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Edge Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text 15' of 7' High Grouted Rock Riprap and Rock Riprap With 3' Toe

AutoCAD SHX Text Flow

AutoCAD SHX Text Extend Road Culvert Past Grouted Riprap (Installed by Others)

AutoCAD SHX Text 16" Diam. Boxelder (Do Not Disturb

AutoCAD SHX Text 30" Diam. Boxelder (Do Not Disturb)

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Existing Concrete Rubble (To Be Removed)

AutoCAD SHX Text Existing Pile of Rock (To Be Removed)

AutoCAD SHX Text Keebaugh-Follrod Road

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Existing Gabion Baskets

AutoCAD SHX Text 6" Diam. Sycamore Tree and 12" Diam. Stump (To Be Removed)

AutoCAD SHX Text Note: Grouted riprap will be installed from the edge of road to 4' below the edge of road. The riprap lower than 4' below the edge of road will not be grouted.

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to B/L Sta. 4+60.5. Width extends 5' east of the road edge and 20' west of the left toe.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - Top of hub driven 73.0' north-northeast of telephone pedestal on east side of Keebaugh-Follrod Rd. It is on baseline Sta. 1+00. Elev. = 100.00 TBM2 - White paint mark on top of steel I-beam on east side of Keebaugh-Follrod Rd. It is 24.8' right of baseline Sta. 4+60.5. Elev. = 101.02 BASELINE: Baseline begins at Sta. 1+00 (TBM1) and extends southwest to Sta. 4+60.5 at the end of work area. It is the east edge of Keebaugh-Follrod Road between Sta. 1+75 to 4+60.5. The phone pedestal is 6.4' east of B/L Sta. 1+73.

AutoCAD SHX Text Benchmark Phone Pedestal Baseline Left Toe Right Toe Edge Road Top of Bank Work Limits

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text T

AutoCAD SHX Text

B/L STA.

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text 2+73

AutoCAD SHX Text 3+09

AutoCAD SHX Text 3+09.1

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+05

AutoCAD SHX Text 24.5' Right

AutoCAD SHX Text 25.5' Right

AutoCAD SHX Text 27.0' Right

AutoCAD SHX Text 30.0' Right

AutoCAD SHX Text 36.2' Right

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text

B/L STA.

AutoCAD SHX Text

PLANNED GROUTED RIPRAP LEFT TOE LAYOUT POINTS

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text 1+14

AutoCAD SHX Text 1+17.8

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+17.3

AutoCAD SHX Text 2+23.9

AutoCAD SHX Text 2+57.9

AutoCAD SHX Text 2+58

AutoCAD SHX Text 49.4' Right

AutoCAD SHX Text 48.1' Right

AutoCAD SHX Text 36.5' Right

AutoCAD SHX Text 28.7' Right

AutoCAD SHX Text 26.0' Right

AutoCAD SHX Text 23.5' Right

AutoCAD SHX Text 25.5' Right

AutoCAD SHX Text 27.0' Right

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text 11.0'

AutoCAD SHX Text 8.4'

AutoCAD SHX Text 7.5'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 7.0'

AutoCAD SHX Text 2+73.1

AutoCAD SHX Text 23.0' Right

AutoCAD SHX Text 4.0'

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 2/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

KEEBAUGH-FOLLROD ROAD EWP EWP

AutoCAD SHX Text

CRF

t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text GROUTED ROCK RIPRAP ABOVE WATERLINE KEYWAY TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text GROUTED ROCK RIPRAP ABOVE WATERLINE DETAIL TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Normal Waterline

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Normal Waterline

AutoCAD SHX Text Grouted Rock Riprap Shall Not Be Higher Than Edge of Road

AutoCAD SHX Text 1.5

AutoCAD SHX Text

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 7/21

AutoCAD SHX Text

GROUTED RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

KEEBAUGH-FOLLROD ROAD EWP EWP

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

CRF

t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text GROUTED ROCK RIPRAP WITH EXISTING GABION BASKET DETAIL Not to Scale

AutoCAD SHX Text Existing 3' X 3' Basket

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text Road

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Slope

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

AutoCAD SHX Text Note: The top of the existing gabion baskets shall have exposed wire free of soil and debris prior to placing rock riprap. Smaller riprap shall be placed by hand along front edge of riprap.

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

AutoCAD SHX Text Existing Backfill

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 7/21

AutoCAD SHX Text

GROUTED GABION DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

KEEBAUGH-FOLLROD ROAD EWP EWP

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

CRF

t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text 6" Drainfill-No. 57 Stone

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text Excavation-Unclassified

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text 18" of Rock Riprap

AutoCAD SHX Text 18" of Grouted Rock Riprap 4' Below Edge of Road

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text Existing Gabion Baskets

AutoCAD SHX Text 6" Drainfill No. 57 Stone

AutoCAD SHX Text Note: All finished riprap grades shall be 1.5 to 1

AutoCAD SHX Text 18" of Grouted Rock Riprap

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text 18" of Rock Riprap

AutoCAD SHX Text Excavation-Unclassified

AutoCAD SHX Text 6" Drainfill-No. 57 Stone

AutoCAD SHX Text Sandstone boulders to be removed

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text 18" of Grouted Rock Riprap 4' Below Edge of Road

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text 18" of Rock Riprap

AutoCAD SHX Text Excavation Unclassified

AutoCAD SHX Text 6" Drainfill-No. 57 Stone

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text 18" of Grouted Rock Riprap 4' Below Edge of Road

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text 18" of Rock Riprap

AutoCAD SHX Text Excavation-Unclassified

AutoCAD SHX Text 6" Drainfill-No. 57 Stone

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text 18" of Grouted Rock Riprap 4' Below Edge of Road

AutoCAD SHX Text Edge of road

AutoCAD SHX Text Existing ground

AutoCAD SHX Text Existing Gabion Baskets

AutoCAD SHX Text 6" Drainfill-No. 57 Stone

AutoCAD SHX Text Normal Waterline 90.7

AutoCAD SHX Text 18" of Grouted Rock Riprap

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 7/21

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 12 of

AutoCAD SHX Text File No.

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 7/21

AutoCAD SHX Text

ORANGE TWP TWP

AutoCAD SHX Text

MEIGS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

KEEBAUGH-FOLLROD ROAD EWP EWP

AutoCAD SHX Text 8.2.21

CRF

Sheets and Views

Henderson Rd EWP 7-29-21-Cover (1)

Henderson Rd EWP 7-29-21-Work Limits (2)

Henderson Rd EWP 7-29-21-Plan View Site 1 (3)

Henderson Rd EWP 7-29-21-Gabion Details (4)

Henderson Rd EWP 7-29-21-North Sections (5)

Henderson Rd EWP 7-29-21-Gabion Transition (6)

Henderson Rd EWP 7-29-21-Plan View Site 2 (7)

Henderson Rd EWP 7-29-21-Riprap Details (8)

Keebaugh Follrod EWP 7-29-21-Plan View (9)

Keebaugh Follrod EWP 7-29-21-RIPRAP DETAILS (10)

Keebaugh Follrod EWP 7-29-21-GROUTED GABION (11)

Keebaugh Follrod EWP 7-29-21-Section (12)

	2021-08-03T09:47:20-0400
GREGORY WELLS

	2021-08-03T09:48:33-0400
GREGORY WELLS

	2021-08-03T09:49:55-0400
GREGORY WELLS

	2021-08-03T09:50:54-0400
GREGORY WELLS

	2021-08-03T09:55:11-0400
GREGORY WELLS

	2021-08-03T09:57:00-0400
GREGORY WELLS

	2021-08-03T09:58:15-0400
GREGORY WELLS

	2021-08-03T09:59:16-0400
GREGORY WELLS

	2021-08-03T10:00:28-0400
GREGORY WELLS

	2021-08-03T10:01:44-0400
GREGORY WELLS

	2021-08-03T10:02:55-0400
GREGORY WELLS

	2021-08-03T10:03:56-0400
GREGORY WELLS

File details come from the government source that posted it. Updated Dec 9, 2021.