Attachment 3 Drawings_Yorkville EWP.pdf

PDF 2 MB Posted Apr 18, 2024

Attached to: Yorkville Township EWP, Ohio
Solicitation number: 12FPC324Q0027
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Written by GovTribe AI · Apr 18, 2024

This document is a set of drawings, titled "Village of Yorkville EWP", that provide details for a federal contract opportunity to restore and stabilize a streambank using rock riprap along Old County Rd. 2 in Yorkville Township, Belmont County, Ohio. The work will consist of clearing designated areas by removing and disposing of trees, logs, stumps, shrubs, brush and rubbish, and shaping the channel. The drawings include a cover sheet, plan view, cross-section details, and riprap and gabion details. The related federal contract opportunity is solicitation number 12FPC324Q0027, issued by the USDA Farm Production and Conservation (FPAC) Operations Branch, Acquisition Division on behalf of the USDA Natural Resources Conservation Service (NRCS) and the NRCS Emergency Watershed Protection (EWP) Program. The solicitation describes the work required and includes information about USDA's procedures for definitizing equitable adjustments for change orders under construction contracts.

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Other files

File	Type	Posted
Yorkville EWP OH 12FPC324Q0027.pdf	PDF	May 15, 2024
Attachment 5 Yorkville EWP_12FPC324Q0027_site visit notes and QandA_5-1-24.pdf	PDF	May 10, 2024
Amendment 01 Site Visit Notes 12FPC324Q0027.pdf	PDF	May 10, 2024
Attachment 6 Yorkville site showing attendance.pdf	PDF	May 10, 2024
Attachment 4 Wage Determination OH.pdf	PDF	Apr 18, 2024
Attachment 1 Construction Specifications_Yorkville EWP.pdf	PDF	Apr 18, 2024
Yorkville EWP OH 12FPC324Q0027.pdf	PDF	Apr 18, 2024
Attachment 2 Material Specifications_Yorkville EWP.pdf	PDF	Apr 18, 2024

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Natural ResourcesConservation Service

United States Department of Agriculture

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Skatula

AutoCAD SHX Text Skatula_West

AutoCAD SHX Text 5/2020

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Scale in Feet

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 1 of 5

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VILLAGE OF YORKVILLE EWP

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COVER SHEET

AutoCAD SHX Text Belmont County, Ohio

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LOCATION MAP

AutoCAD SHX Text Job Class IV

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YORK

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MEADE

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PULTNEY

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RICHLAND

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COLERAIN

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PEASE

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WHEELING

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FLUSHING

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KIRKWOOD

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UNION

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WARREN

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GOSHEN

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SMITH

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WASHINGTON

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WAYNE

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SOMERSET

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YORKVILLE

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BELMONT COUNTY

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SITE

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CONTACT INFO

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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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DESCRIPTION

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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.

AutoCAD SHX Text 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 EXCAVATOR

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SHEET INDEX

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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PLAN VIEW SHEET

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RIPRAP & KEYWAY DETAILS SHEET

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AutoCAD SHX Text Old Route 7

AutoCAD SHX Text Old County Road 2

AutoCAD SHX Text Site

AutoCAD SHX Text State Route 7

AutoCAD SHX Text County Road 2

AutoCAD SHX Text Old

AutoCAD SHX Text Williams Street

AutoCAD SHX Text Railroad Tracks

AutoCAD SHX Text A023701824

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CROSS-SECTION SHEET

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** SPECIAL NOTE **SPECIAL NOTE ** **

AutoCAD SHX Text If potential cultural resource items are discovered during construction,immediately stop work and notify the NRCS cultural resource coordinator at (614-255-2487)

AutoCAD SHX Text 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 the commencement of construction, an Ohio EPA NPDES permit may be required (landowner is responsible for obtaining this if required).

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** SPECIAL NOTE **SPECIAL NOTE ** **

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AEP

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AutoCAD SHX Text Columbia Gas

AutoCAD SHX Text See Utility Provided Map

AutoCAD SHX Text 740-264-5577

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AT&T

AutoCAD SHX Text See Utility Provided Response

AutoCAD SHX Text 304-428-8572428-8572

AutoCAD SHX Text x

AutoCAD SHX Text See Utility Provided Map

AutoCAD SHX Text 614-883-7832

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CROSS-SECTION SHEET

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AutoCAD SHX Text Arthur

AutoCAD SHX Text 03/2024

Na tu ra l R es ou rc es

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AutoCAD SHX Text Designed

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 2 of 5

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VILLAGE OF YORKVILLE EWP

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PLAN VIEW

AutoCAD SHX Text Belmont County, Ohio

AutoCAD SHX Text Skatula

AutoCAD SHX Text Skatula_West

AutoCAD SHX Text 5/2020

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Job Class IV

AutoCAD SHX Text RR Tracks (Elevated above County Road 2 w/ 11.4' Clearance)

AutoCAD SHX Text Concrete WingWall

AutoCAD SHX Text State Route 7

AutoCAD SHX Text RR Bridge

AutoCAD SHX Text Market Street

AutoCAD SHX Text Existing Wood RR Bridge Supports

AutoCAD SHX Text Exist. Concrete Wall

AutoCAD SHX Text County Road 2

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BM 1

AutoCAD SHX Text Exist. Concrete Bridge Abutment

AutoCAD SHX Text Utility Pole w/ Brace Do Not Disturb or Excavate. Place Grouted Riprap around the pole and tamp into place.

AutoCAD SHX Text Concrete Box Culvert 24' wide x 5' H. x 154' L

AutoCAD SHX Text Sewage Plant Access

AutoCAD SHX Text WORK LIMITS Work Limits start near the NE corner of the box culvert and extend downstream along the proposed stream toe to Sta. 3+37. Extends south across the stream to the south edge of Old County Rd 2. Extends along Old County Rd 2 to the Sewage Plant entrance. Extends north to near the NE corner of the box culvert. Work Limits include under the train bridges. Work Limits do not include use of any part of the train bridges.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : BM1: Coordinates: N 788,112.81 E 2,468,474.19 Elev. 652.34 Coordinates: N 788,112.81 E 2,468,474.19 Elev. 652.34 Top of chiseled square at NE corner of box culvert wall BASELINE: Nails in pavement w/paint Station 0+00 is located 24.2' from the front face of the concrete is located 24.2' from the front face of the concrete headwall, in line with box culvert side wall. Coordinates: N 788,081.37 E 2,468,473.86 P.I. at Station 1+46.8 is located by re-section: 8.4' from the end is located by re-section: 8.4' from the end corner of concrete wall and 25.4' from end of concrete bridge abutment. Coordinates: N 788,084.91 E 2,468,620.69 Station 3+37 is located by re-section: 124.5 from the utility pole is located by re-section: 124.5 from the utility pole along the north edge of CR 2 pavement and 13' from that point toward the CL of CR 2. Coordinates: N 788,050.12 E 2,468,807.67

AutoCAD SHX Text Benchmark

AutoCAD SHX Text Private Drive

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PLANNED GROUTED ROCK RIPRAP RIGHT TOE LAYOUT POINTS

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B/L STA.

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OFFSET

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HEIGHT

AutoCAD SHX Text 2+12.4

AutoCAD SHX Text 2+98.4

AutoCAD SHX Text 13.6' Left

AutoCAD SHX Text 24.8' Left

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 9.0'

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Sand & Gravel Bar Remove to re-establish channel width. NOTE: No excavation within 3' of the existing wall.

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LEGEND

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PROPOSED STREAM BOTTOM ELEVATIONS (TO MAINTAIN STREAM GRADE)

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B/L STA.

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ELEV.

AutoCAD SHX Text 0+11.5

AutoCAD SHX Text 644.4

AutoCAD SHX Text 0+20.8

AutoCAD SHX Text 644.3

AutoCAD SHX Text 1+46.8

AutoCAD SHX Text 642.6

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OFFSET

AutoCAD SHX Text 22' Left

AutoCAD SHX Text 28' Left

AutoCAD SHX Text 20.4' Left

AutoCAD SHX Text 2+00

AutoCAD SHX Text 640.9

AutoCAD SHX Text 23.7' Left

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ELEVATION

AutoCAD SHX Text 641.5

AutoCAD SHX Text 640.7

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Stream CL

AutoCAD SHX Text County Road 2

AutoCAD SHX Text Exist. Utility Pole

AutoCAD SHX Text Baseline

AutoCAD SHX Text Exist. Stream CL

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Exist. Pavement

AutoCAD SHX Text 3+37

AutoCAD SHX Text 640.2

AutoCAD SHX Text 45.8' Left

AutoCAD SHX Text Work Limits

AutoCAD SHX Text Exist. Guardrails

AutoCAD SHX Text Proposed Stream Bottom Elevation Points

AutoCAD SHX Text 1+87.4

AutoCAD SHX Text 6.1' Left

AutoCAD SHX Text 1.5'

AutoCAD SHX Text 641.8

AutoCAD SHX Text Install 25 LF of Grouted Rock Riprap Transition Keyway. See Sheet 5 for details. NOTE: No excavation around the railroad bridge abutment. Tamp the rock riprap into place with the placement equipment.

AutoCAD SHX Text Install 86 LF of Grouted Rock Riprap with 3' Toe. Install 4' wide Grouted Rock Riprap Transition Keyway at the East end. See Sheet 5 for details.

NOTE: Grouted Rock Riprap Keyway depths and bank slopes may vary in order to keep the top of finished riprap lower than the road edge and to allow proper blending of the riprap surface with the adjacent streambank.

ra l R es ou rc es

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AutoCAD SHX Text Designed

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 3 of 5

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CROSS SECTIONS STA. 0+50 - 1+46.8

AutoCAD SHX Text Belmont County, Ohio

AutoCAD SHX Text West

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Job Class IV

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VILLAGE OF YORKVILLE EWP

AutoCAD SHX Text West

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Sta. 0+50

AutoCAD SHX Text Sta. 1+20

AutoCAD SHX Text Sta. 1+46.8

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AutoCAD SHX Text (Scale in Feet)

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AutoCAD SHX Text Prop. Channel Bottom

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Exist. Concrete Wall

AutoCAD SHX Text Channel Debris & Deposits To Be Removed.

Channel Debris & Deposits To Be Removed.

ra l R es ou rc es

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AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Designed

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 4 of 5

AutoCAD SHX Text Belmont County, Ohio

AutoCAD SHX Text West

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Job Class IV

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VILLAGE OF YORKVILLE EWP

AutoCAD SHX Text West

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Sta. 1+87.4

AutoCAD SHX Text Sta. 2+00

AutoCAD SHX Text Sta. 2+12.4

AutoCAD SHX Text Sta. 2+98.4

AutoCAD SHX Text

AutoCAD SHX Text (Scale in Feet)

AutoCAD SHX Text

CROSS SECTIONS

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STA. 1+87.4 - 2+98.4

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Prop. Channel Bottom

AutoCAD SHX Text Channel Debris & Deposits To Be Removed.

AutoCAD SHX Text Prop. Grouted Rock Riprap. See Sheet 2 for layout & Sheet 5 for details.

AutoCAD SHX Text Earthfill

AutoCAD SHX Text Prop. Channel Bottom

AutoCAD SHX Text Channel Debris & Deposits To Be Removed.

AutoCAD SHX Text Prop. Grouted Rock Riprap. See Sheet 2 for layout & Sheet 5 for details.

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Prop. Channel Bottom

AutoCAD SHX Text Channel Debris & Deposits To Be Removed.

AutoCAD SHX Text Prop. Grouted Rock Riprap. See Sheet 2 for layout & Sheet 5 for details.

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Approx. Edge of Road

AutoCAD SHX Text Prop. Channel Bottom

AutoCAD SHX Text Channel Debris & Deposits To Be Removed.

AutoCAD SHX Text Prop. Grouted Rock Riprap. See Sheet 2 for layout & Sheet 5 for details.

Exist. Ground ra l R es ou rc es

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AutoCAD SHX Text Designed

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AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 5 of 5

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RIPRAP & GABION DETAILS

AutoCAD SHX Text Belmont County, Ohio

AutoCAD SHX Text Skatula_West

AutoCAD SHX Text 07/2023

AutoCAD SHX Text Job Class IV

AutoCAD SHX Text

VILLAGE OF YORKVILLE EWP

AutoCAD SHX Text

GROUTED ROCK RIPRAP TRANSITION KEYWAY DETAIL FRONT/PROFILE VIEW

AutoCAD SHX Text Not To Scale

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GROUTED ROCK RIPRAP DETAIL TRANSITION KEYWAY SECTION VIEW

AutoCAD SHX Text Not To Scale

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TYPICAL CHANNEL SECTION VIEW

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GROUTED ROCK RIPRAP DETAIL TYPICAL SECTION VIEW

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GROUTED ROCK RIPRAP TRANSITION KEYWAY DETAIL SECTION VIEW

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text Toe

AutoCAD SHX Text Grouted ODOT Type C Rock Riprap

AutoCAD SHX Text Exist. Concrete Bridge Abutment Sta. 1+87.4

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AutoCAD SHX Text Road surfacing by Others.

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AutoCAD SHX Text Channel Bottom

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AutoCAD SHX Text 1.5

AutoCAD SHX Text Toe

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AutoCAD SHX Text 1.5

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AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Top of Rock

AutoCAD SHX Text Remove Debris

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AutoCAD SHX Text 1.5

AutoCAD SHX Text Exist. Concrete Wall

AutoCAD SHX Text Dress channel banks to the slope indicated. Extend to daylight.

AutoCAD SHX Text Road Shoulder

NOTE: No excavation around the railroad bridge abutment. Tamp the rock riprap into place with the placement equipment.

Sheets and Views

Yorkville EWP_Rev 3-6-24-CoverSheet

Yorkville EWP_Rev 3-6-24-PlanViewSheet

Yorkville EWP_Rev 3-6-24-XSection Sheet 50-146

Yorkville EWP_Rev 3-6-24-XSection Sheet 187-298

Yorkville EWP_Rev 3-6-24-DetailSheet

	2024-03-18T09:03:26-0400
BLAKE ARTHUR

	2024-03-18T09:05:29-0400
BLAKE ARTHUR

	2024-03-18T09:08:23-0400
BLAKE ARTHUR

	2024-03-18T09:09:26-0400
BLAKE ARTHUR

	2024-03-18T09:09:47-0400
BLAKE ARTHUR

File details come from the government source that posted it. Updated Apr 18, 2024.