S01 Attachment 2 Drawings.pdf

PDF 2 MB Posted

Attached to
EWP - Streambank Stabilization Project - Fout Road & McDonald Hill Road - Concord Township, Ross County, Ohio
Solicitation number
12FPC321Q0006
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File Type Posted
S01 Attachment 4 889 Provisions and Clause Certification.pdf PDF
S01 Attachment 1 Specifications.pdf PDF
S01 Attachment 3 Wage Determination.pdf PDF
S01 12FPC321Q0006.pdf PDF

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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

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

N

AutoCAD SHX Text Fout Road

AutoCAD SHX Text Westfall Road

AutoCAD SHX Text Westfall Road

AutoCAD SHX Text Westfall Road

AutoCAD SHX Text Cupps Bridge Road

AutoCAD SHX Text Site

AutoCAD SHX Text

JOB SITE

AutoCAD SHX Text

ROSS COUNTY

AutoCAD SHX Text

DEERFIELD

AutoCAD SHX Text

CONCORD

AutoCAD SHX Text

BUCKSKIN

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAXTON

AutoCAD SHX Text

TWIN

AutoCAD SHX Text

UNION

AutoCAD SHX Text

GREEN

AutoCAD SHX Text

COLERAIN

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

SPRINGFIELD

AutoCAD SHX Text

SCIOTO

AutoCAD SHX Text

HUNTINGTON

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

LIBERTY

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

AutoCAD SHX Text

FOUT RD - COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text

FOUT RD - PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text

FOUT RD - GROUTED 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 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

AutoCAD SHX Text

PHONE NO.

AutoCAD SHX Text

NO REPLY

AutoCAD SHX Text

OUPS MEMBER & LIMITED BASIS PARTICIPANT

AutoCAD SHX Text

UTILITY INFORMATION 1/1//

AutoCAD SHX Text

UNDERGROUND UTILITIES AT EXCAVATION SITE

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

OHIO I.D.# A012202009

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 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

AutoCAD SHX Text

MCDONALD HILL - COVER SHEET

AutoCAD SHX Text

AutoCAD SHX Text

MCDONALD HILL - PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text

MCDONALD HILL - GROUTED RIPRAP DETAILS

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 4/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 4/20

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

FOUT ROAD EWP EWP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Location Maps 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

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N

M . M on ni n 7/

AutoCAD SHX Text Flow

AutoCAD SHX Text Fout Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text Sand Bar

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Right Toe

AutoCAD SHX Text 20" Diam. Locust Tree Do Not Remove

AutoCAD SHX Text 12" Diam. Locust Tree Do Not Remove

AutoCAD SHX Text 12" Diam. Elm Tree To Remove

AutoCAD SHX Text 76 l.f. of 10' High Grouted Riprap (Length is Measured Halfway Up The Proposed Slope Between Toe and Top of Bank)

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Planned Left Toe

AutoCAD SHX Text Planned Right Toe

AutoCAD SHX Text Excavation

AutoCAD SHX Text Left Bank

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to Sta. 2+50. Width extends 30' east of the east road edge and 60' west of the west road edge from B/L Sta. 1+00 to 2+50.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - 40D Nail driven into the center of Fout Road and 5.7' right of baseline Sta. 1+00. Marked with white paint. Elev. = 860.75 BASELINE: Northeast edge of pavement along Fout Road. Baseline starts at Sta. 1+00 and extends to Sta. 2+50 at downstream end of work area.

AutoCAD SHX Text Benchmark 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

B/L STA.

AutoCAD SHX Text 32.0' Right

AutoCAD SHX Text 1+61

AutoCAD SHX Text

PLANNED RIPRAP LEFT TOE LAYOUT POINTS

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text 1+70

AutoCAD SHX Text 37.0' Right

AutoCAD SHX Text 1+80

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+20

AutoCAD SHX Text 42.0' Right

AutoCAD SHX Text 37.2' Right

AutoCAD SHX Text 34.0' Right

AutoCAD SHX Text 33.0' Right

AutoCAD SHX Text 2+33.5

AutoCAD SHX Text 2:1

AutoCAD SHX Text

FINISHED SLOPE

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 1.5:1

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 4/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 4/20

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

FOUT ROAD EWP EWP

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

M . M on ni n 7/

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1.5 or flatter

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text GROUTED RIPRAP KEYWAY TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text GROUTED 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 Edge of Road

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text

1.5 or flatter

AutoCAD SHX Text

AutoCAD SHX Text Excavation

AutoCAD SHX Text Planned channel toe

AutoCAD SHX Text Planned channel toe

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text 3 or flatter

AutoCAD SHX Text

AutoCAD SHX Text Excavation

AutoCAD SHX Text 3 or flatter

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 4/20

AutoCAD SHX Text

GROUTED RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

FOUT ROAD EWP EWP

AutoCAD SHX Text K. Lewis

4/20 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

N

M . M on ni n 7/

AutoCAD SHX Text McDonald Hill Road

AutoCAD SHX Text Porter Hollow Road

AutoCAD SHX Text Ohio Route 28

AutoCAD SHX Text Core Road

AutoCAD SHX Text Little Creek Road

AutoCAD SHX Text To Chillicothe

AutoCAD SHX Text To Greenfield

AutoCAD SHX Text Site

AutoCAD SHX Text

JOB SITE

AutoCAD SHX Text

ROSS COUNTY

AutoCAD SHX Text

DEERFIELD

AutoCAD SHX Text

CONCORD

AutoCAD SHX Text

BUCKSKIN

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAXTON

AutoCAD SHX Text

TWIN

AutoCAD SHX Text

UNION

AutoCAD SHX Text

GREEN

AutoCAD SHX Text

COLERAIN

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

SPRINGFIELD

AutoCAD SHX Text

SCIOTO

AutoCAD SHX Text

HUNTINGTON

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

LIBERTY

AutoCAD SHX Text

JEFFERSON

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

AutoCAD SHX Text

PHONE NO.

AutoCAD SHX Text

NO REPLY

AutoCAD SHX Text

OUPS MEMBER & LIMITED BASIS PARTICIPANT

AutoCAD SHX Text

UTILITY INFORMATION 1/1//

AutoCAD SHX Text

UNDERGROUND UTILITIES AT EXCAVATION SITE

AutoCAD SHX Text

ADDRESS

AutoCAD SHX Text

OHIO I.D.# A012202019

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 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 663 Fairgrounds Rd, Chillicothe, OH 45601

AutoCAD SHX Text 740-774-4117

AutoCAD SHX Text X

AutoCAD SHX Text Ross County Water

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 5/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

MCDONALD HILL EWP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet 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

N M

. M on ni n

7/

AutoCAD SHX Text McDonald Hill Road

AutoCAD SHX Text Baseline

AutoCAD SHX Text Existing 36" CMP

AutoCAD SHX Text Guardrail / Left Bank

AutoCAD SHX Text Precast Concrete Box Culvert

AutoCAD SHX Text Existing 12" HDPE Culvert

AutoCAD SHX Text Shed

AutoCAD SHX Text Pole Building

AutoCAD SHX Text Driveway

AutoCAD SHX Text Driveway

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Area to be Repaired by County Engineer Prior to EWP

AutoCAD SHX Text Remove Old Guardrail Wall and Stump

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text Grouted Riprap Toe 29.3' Right of B/L Sta. 1+35

AutoCAD SHX Text Grouted Riprap Toe 30.0' Right of B/L Sta. 1+80

AutoCAD SHX Text End Grouted Riprap Toe at Upstream Edge of Culvert 26.2' Right of B/L Sta. 1+93.3

AutoCAD SHX Text 85 l.f. of 8' High Grouted Riprap (Measured Halfway Between Top of Bank and Toe)

AutoCAD SHX Text Start Grouted Riprap 36.7' Right of B/L Sta. 1+11

AutoCAD SHX Text Planned Right Toe Realignment

AutoCAD SHX Text Church Parking Lot

AutoCAD SHX Text To Ohio Route 28

AutoCAD SHX Text Flow

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 0+95 and extend downstream to 120' north of the end of the guardrail over the box culvert. Width extends 5' to the west of the road edge, except in the church parking lot where the width extends to 45' west of the road. East of the road, the work limits are 25' east of the road edge, except north of the concrete box culvert, where the limits extend to the west edge of the shed and private driveway.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - White paint mark on top of the southeast corner of precast concrete box culvert. It is 26.25' right of B/L Sta. 1+93.31. Elev. = 888.34 TBM2 - White paint mark on guardrail bolt. TBM2 is on B/L Sta. 2+20.24. Elev. = 889.72 TBM3 - White paint park on top of 36" diam. corrugated metal pipe inlet. TBM3 is on B/L Sta. 1+00. Elev. = 889.13 BASELINE: Baseline Sta. 1+00 begins at TBM3 and extends to TBM2 at north end of work area. Baseline in unmarked from Sta. 0+95 to 1+00, but this area is within the work limits.

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

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 5/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

MCDONALD HILL EWP EWP

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

M . M on ni n 7/

AutoCAD SHX Text Top of Rock

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text

AutoCAD SHX Text 1.25

AutoCAD SHX Text GROUTED RIPRAP DETAIL TYPICAL SECTION Not to Scale

AutoCAD SHX Text GROUTED RIPRAP KEYWAY TYPICAL SECTION Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 Channel Bottom

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

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 5/20

AutoCAD SHX Text

RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONCORD TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

MCDONALD HILL EWP EWP

AutoCAD SHX Text K. Lewis

5/20

Sheets and Views
Fout Rd EWP-Cover (1)
Fout Rd EWP-Plan View (2)
Fout Rd EWP-Riprap Details (3)
McDonald Hill EWP-Cover (4)
McDonald Hill EWP-Plan View (5)
McDonald Hill EWP-Riprap Details (6)
2020-08-05T07:36:58-0400
DUANE RIETHMAN

File details come from the government source that posted it. Updated .