S01 Attachment 2 Drawings.pdf

PDF 3 MB Posted Dec 2, 2020

Attached to: EWP - Streambank Stabilization Project - Pleasant Valley Regional Sewer District EWP - Twin Township, Ross County, Ohio
Solicitation number: 12FPC321B0002
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Other files

File	Type	Posted
S01 Attachment 4 889 Provisions and Clause Certification.pdf	PDF	Dec 2, 2020
S01 Attachment 3 Wage Determination.pdf	PDF	Dec 2, 2020
S01 12FPC321B0002.pdf	PDF	Dec 2, 2020
S01 Attachment 1 Specifications.pdf	PDF	Dec 2, 2020

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OHIO I.D.# A012202158

NAME

Horizon Chillicothe Telephone

Pleasant Valley Regional Sewer

District

400 800

Scale in Feet

UNDERGROUND UTILITIES AT EXCAVATION SITE

UTILITY INFORMATION 1/

ADDRESS PHONE

NO.

68 E Main St. 740-772-8200 Chillicothe, OH 45601

1822 Anderson Station Road Chillicothe, OH 45601 7 40-797-9686

1/ IF t:,IQ !.!IILIIIES ABE IQEt::IIIEIEQ IN THE AREA, CHECK THIS BOX.

OUPS

MEMBER &

NO LIMITED BASIS

REPLY PARTICIPANT

DEERFIELD

JOB

SITE

Location Maps CONCORD COLERAIN

**SPECIAL NOTE**

THE CONTRACTOR IS RESPONSIBLE TO USE ALL APPROPRIATE

BEST MANAGEMENT PRACTICES TO MINIMIZE THE LIKELIHOOD

OF SITE EROSION AND OFFS/TE 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).

t::IQIIGE m LAt::IQQWt::IEB ANO EXGAYAWB 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 OHI0811 {800-362-2764 or 811) for a listing af OUPS and OGPUPS members and limited basis participant members.

HARRISON

LIBERTY

HUNTINGTON

JEFFERSON

FRANKLIN

ROSS COUNTY

**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

SHEET INDEX

SHEET NO. TITLE

1 COVER SHEET

2 WORK LIMITS

3 PLAN VIEW

4 BANK CROSS-SECTIONS

5 RIPRAP DETAILS

6 TURF REINFORCING MAT

7 ACCESS ROAD DETAILS

8 SOIL TEST HOLES

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Job Class IV

Sheet I of 8

AutoCAD SHX Text To US Rt 50

AutoCAD SHX Text Site Access Lane

AutoCAD SHX Text Site

AutoCAD SHX Text Marble Lane

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Stacy Drive

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text

OH RT 28

AutoCAD SHX Text Eastlook Drive

AutoCAD SHX Text Westview Drive

AutoCAD SHX Text Northlook Drive

AutoCAD SHX Text Coral Lane

AutoCAD SHX Text Cameo Lane

AutoCAD SHX Text Emerald Lane

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Bryan Court

AutoCAD SHX Text Gordon Drive

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

COVER SHEET

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

GABION DETAILS

AutoCAD SHX Text

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.# A012202158

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 Pleasant Valley Regional Sewer District

AutoCAD SHX Text 1822 Anderson Station Road Chillicothe, OH 45601

AutoCAD SHX Text 740-797-9686

AutoCAD SHX Text X

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text

TURF REINFORCING MAT

AutoCAD SHX Text

ACCESS ROAD DETAILS

AutoCAD SHX Text

SOIL TEST HOLES

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 9/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

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

M . M on ni n 9/

AutoCAD SHX Text Enter Access Lane at Gate

AutoCAD SHX Text Pleasant Valley Regional Sewer District Access Lane

AutoCAD SHX Text North Fork Paint Creek

AutoCAD SHX Text Project Site See Plan View on Sheet 3

AutoCAD SHX Text No Vegetation Shall Be Disturbed Past the 25' Work Limits South of the Right Bank

AutoCAD SHX Text Planned Right Bank Alignment

AutoCAD SHX Text Planned Access Road 12' Wide x 550' Long Access Road. Install 4" of AASHTO M43 #1 Crushed Limestone Capped With 4" of Compacted ODOT #304 Crushed Limestone to Obtain a Relatively Smooth Surface. Geotextile Fabric Shall be Placed Under the AASHTO #1 Limestone

AutoCAD SHX Text Start Planned Access Road at Edge of Access Road Maintenance

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Stacy Drive

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Gordon Drive

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Bryan Court

AutoCAD SHX Text Franklin Circle

AutoCAD SHX Text Marble Lane

AutoCAD SHX Text Access Road Maintenanace Place 6" of Compacted ODOT #304 Crushed Limestone on Existing 455 l.f. of Access Road Between Gate and Planned Access Road

AutoCAD SHX Text 12' Wide Ingress/Egress From Franklin Circle/Marble Lane

AutoCAD SHX Text WORK LIMITS Work limits start at the gate approx. 145' north of the intersection of Franklin Circle and Marble Lane, and extends to the edge of the woody vegetation along both sides of the access lane. The work limits also extend from 5' left of the planned left toe to 25' right of the existing right channel bank between Planned Right Bank Sta. 20+00 and 25+70. The Planned Right Bank alignment will be staked out in conjunction with the vegetation clearing.

AutoCAD SHX Text Benchmark Utility Pole Soil Boring Baseline Left Toe Right Toe Access Lane Top of Bank Work Limits Planned Access Road Tree Canopy

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

WORK LIMITS

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 9/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

PLEASANT VALLEY REGIONAL SEWER DISTRICT 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 eN

M . M on ni n 9/

AutoCAD SHX Text North Fork Paint Creek

AutoCAD SHX Text Flow

AutoCAD SHX Text 550 l.f. of 6' High Riprap With 3' Toe (Length is Measured Halfway Up The Proposed Slope Between Right Toe and Top of Riprap)

AutoCAD SHX Text 556 l.f. of 5' High Turf Reinforcing Mat (Length is Measured Halfway Up The Proposed Slope Between Top of Riprap and Right Bank)

AutoCAD SHX Text Existing Concrete Rubble

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Planned Right Bank Alignment

AutoCAD SHX Text Planned Right Toe Alignment

AutoCAD SHX Text 48" Diam. Sycamore Tree (To Be Removed)

AutoCAD SHX Text Existing Riprap To Be Removed

AutoCAD SHX Text Tree Canopy

AutoCAD SHX Text Left Bank

AutoCAD SHX Text Left Toe

AutoCAD SHX Text ~Sand Bar~

AutoCAD SHX Text Planned Access Road

AutoCAD SHX Text 4' Wide Keyway

AutoCAD SHX Text BENCHMARK DESCRIPTIONS: : TBM1 - Top of hub marked with lath and pink ribbon on the west side of access lane. Approx. 102' south of the 48" diam. sycamore tree. Elev. = 670.50 TBM2 - Top of hub marked with lath and pink ribbon on the east side of access lane. Approx. 78' south of sewer line marker. elev. = 670.33

AutoCAD SHX Text BASELINE DESCRIPTIONS: : Planned Right Bank Alignment: Horizontal alignment along the planned right top of bank. This alignment will be staked out and maintained by NRCS after the trees are cleared in the work limits. Sta. 20+00 starts at the upstream end and Sta. 25+59.82 ends at the downstream end of the planned right bank. Planned Right Toe Alignment: Horizontal alignment along the planned right toe. This alignment is in the stream channel. Sta. 1+00 starts at the downstream edge of the concrete rubble pile at the right toe and Sta. 6+46 ends at the existing right toe.

AutoCAD SHX Text Benchmark Utility Pole Soil Boring Baseline Left Toe Right Toe Access Lane Top of Bank Work Limits Planned Access Road Tree Canopy

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

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 9/20

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

PLEASANT VALLEY REGIONAL SEWER DISTRICT 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 9/

AutoCAD SHX Text ODOT Type C Riprap and Drainfill

AutoCAD SHX Text Turf Reinforcing Mat

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text Planned Right Bank

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Planned Right Toe

AutoCAD SHX Text Excavation

AutoCAD SHX Text ODOT Type C Riprap and Drainfill

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text Planned Right Bank

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Planned Right Toe

AutoCAD SHX Text Turf Reinforcing Mat

AutoCAD SHX Text Compacted Earthfill

AutoCAD SHX Text Turf Reinforcing Mat

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text Planned right bank

AutoCAD SHX Text Planned right toe

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text ODOT Type C Riprap and Drainfill

AutoCAD SHX Text Excavation

AutoCAD SHX Text ODOT Type C Riprap and Drainfill

AutoCAD SHX Text Compacted Earthfill

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Existing Right Bank

AutoCAD SHX Text Planned Right Bank

AutoCAD SHX Text Existing Right Toe

AutoCAD SHX Text Planned Right Toe

AutoCAD SHX Text Turf Reinforcing Mat

AutoCAD SHX Text Excavation

AutoCAD SHX Text Planned Right Toe/Right Bank Alignment Sections Refer to Sheet 5 for Riprap Details Refer to Sheet 6 for Turf Reinforcing Mat Details

AutoCAD SHX Text

CUT/FILL SUMMARY

AutoCAD SHX Text Cut

AutoCAD SHX Text Net

AutoCAD SHX Text

760 CY

AutoCAD SHX Text 309 CY (Cut)

AutoCAD SHX Text Fill

AutoCAD SHX Text

452 CY

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 9/20

AutoCAD SHX Text

PLANNED RIGHT TOE SECTIONS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet 4 of

AutoCAD SHX Text File No.

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 5/20

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text Right Toe Sta. 1+50 Right Bank Sta. 20+50.1 Typical Reach: Right Toe B/L Sta. 1+00 to 2+25

AutoCAD SHX Text Right Toe Sta. 3+00 Right Bank Sta. 22+06 Typical Reach: Right Toe B/L Sta. 2+25 to 3+25

AutoCAD SHX Text Right Toe Sta. 4+50 Right Bank Sta. 23+60.6 Typical Reach: Right Toe B/L Sta. 3+25 to 5+70

Right Toe Sta. 6+00 Right Bank Sta. 25+13.8 Typical Reach: Right Toe B/L Sta. 5+70 to 6+46 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 9/

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text

AutoCAD SHX Text RIPRAP KEYWAY TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text RIPRAP DETAIL TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Turf Reinforcing Mat See Sheet 6 for Details

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Turf Reinforcing Mat See Sheet 6 for Details

AutoCAD SHX Text Top of Rock Elev. Varies

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 9/20

AutoCAD SHX Text

RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text K. Lewis

5/20

Turf Reinforcing Mat Meeting ODOT Supplemental Spec. 836

Top of Bank

6" Min.

Wrap Turf Reinforcing Mat and Pin

Type 3 or 4 5.0'

Ill I I I·

Into 6" X 6" Trench j

5.0' j

1.5' -- I

6" MSHTO M43 #57 Drainfill

ODOT Type "c" Riprap

TURF REINFORCING MAT DETAIL

8' WIDE ROLLS

lYPICAL SECTION

Not to Scale

Turf Reinforcing Mat Meeting ODOT Supplemental Spec. 836

Type 3 or 4

2.0'

Top of Bank

6" MSHTO M43 #57 Drainfill

ODOT Type "c" Riprap

TURF REINFORCING MAT DETAIL

16' WIDE ROLLS

lYPICAL SECTION

Not to Scale

Undisturbed Soil

Class "C" Earthfill

Place Downslope End of Turf Reinforcing Mat on Top of ODOT Type "c" Rirap and Cover With Class "c" Earthfill.

Fill Voids in ODOT Type "C" Riprap With Friable Soil Material Prior To Placing Turf Reinforcing Mat.

Note:

Use OSHA 1926 for proper slope excavation.

Class "C" Earthfill

Place Downslope End of Turf Reinforcing Mat on

6" Min.

Wrap Turf Reinforcing Mat and Pin

Into 6" X 6" Trench

Top of ODOT Type "C" Rirap and Cover With Class "C" Earthfill.

Fill Voids in ODOT Type "c" Riprap With Friable Soil Material Prior To Placing Turf Reinforcing Mat.

Note:

Use OSHA 1926 for proper slope excavation.

Turf Reinforcing Mat Notes

1. Turf reinforcing mat shall meet ODOT Supplemental Spec. 836 Type 3 or 4.

2. Starting at the downstream end of the project, place the mat on top of the riprap prior to the finish grading.

3. After achieving finish grade, prepare the seeding area before applying lime, fertilize, and seed. Do not apply mulch prior to placing the mat.

4. The downstream end of the first roll shall be terminated in a trench that's 12" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly.

5. Fold the mat up onto the finished grade. The upstream end of the first roll shall be terminated in a trench that's 12" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly.

6. Construct the top of the channel bank termination by rolling mat through a top anchor trench that's 6" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly.

7. After installation of the mat, re-seed the mats. Apply soil fill by raking and smoothing fine topsoil into the turf reinforcing mat to completely fill its thickness. Do not leave excessive soil above the matting.

8. Apply mulch on top of the matting.

Fastener Details

1. Furnish staples consisting of 12" No. 11 gage steel wire bent into a narrow U-shape with the ends of the staples approximately 1" apart, producing a 6" long staple.

2. Alternatively, use pins that are 18" long, ¾" diameter, with attached f washer.

3. Drive staples until the staple is flush with the ground surface.

4. Drive pins until the washer is flush with the ground surface.

5. Fasteners shall be placed 3' on center, including in the termination trenches.

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AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text TURF REINFORCING MAT DETAIL 16' WIDE ROLLS TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text Slope

AutoCAD SHX Text Turf Reinforcing Mat Meeting ODOT Supplemental Spec. 836 Type 3 or 4

AutoCAD SHX Text Wrap Turf Reinforcing Mat and Pin Into 6" X 6" Trench

AutoCAD SHX Text Turf Reinforcing Mat Notes 1. Turf reinforcing mat shall meet ODOT Supplemental Spec. 836 Type 3 or 4. Turf reinforcing mat shall meet ODOT Supplemental Spec. 836 Type 3 or 4. 2. Starting at the downstream end of the project, place the mat on top of Starting at the downstream end of the project, place the mat on top of the grouted riprap prior to the finish grading. 3. After achieving finish grade, prepare the seeding area before applying lime, After achieving finish grade, prepare the seeding area before applying lime, fertilize, and seed. Do not apply mulch prior to placing the mat. 4. The downstream end of the first roll shall be terminated in a trench that's The downstream end of the first roll shall be terminated in a trench that's 12" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly. 5. Fold the mat up onto the finished grade. The upstream end of the first Fold the mat up onto the finished grade. The upstream end of the first roll shall be terminated in a trench that's 12" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly. 6. Construct the top of the channel bank termination by rolling mat through a Construct the top of the channel bank termination by rolling mat through a top anchor trench that's 6" deep by 6" wide. After pinning the mat in the trench, backfill the trench and compact firmly. 7. After installation of the mat, re-seed the mats. Apply soil fill by raking After installation of the mat, re-seed the mats. Apply soil fill by raking and smoothing fine topsoil into the turf reinforcing mat to completely fill its thickness. Do not leave excessive soil above the matting. 8. Apply mulch on top of the matting.Apply mulch on top of the matting.

AutoCAD SHX Text Fastener Details 1. Furnish staples consisting of 12" No. 11 gage steel wire bent into a narrow U-shape with the ends of the staples approximately 1" apart, producing a 6" long staple. 2. Alternatively, use pins that are 18" long, " diameter, with attached 1 " washer. 14" diameter, with attached 1 " washer. 12" washer. 3. Drive staples until the staple is flush with the ground surface. 4. Drive pins until the washer is flush with the ground surface. 5. Fasteners shall be placed 3' on center, including in the termination trenches.

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Undisturbed Soil

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Top of Rock Elev. Varies

AutoCAD SHX Text TURF REINFORCING MAT DETAIL 8' WIDE ROLLS TYPICAL SECTION Not to Scale

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

AutoCAD SHX Text Slope

AutoCAD SHX Text Top of Bank

AutoCAD SHX Text Class "C" Earthfill

AutoCAD SHX Text Turf Reinforcing Mat Meeting ODOT Supplemental Spec. 836 Type 3 or 4

AutoCAD SHX Text Place Downslope End of Turf Reinforcing Mat on Top of ODOT Type "C" Rirap and Cover With Class "C" Earthfill. Fill Voids in ODOT Type "C" Riprap With Friable Soil Material Prior To Placing Turf Reinforcing Mat.

AutoCAD SHX Text Undisturbed Soil

AutoCAD SHX Text Wrap Turf Reinforcing Mat and Pin Into 6" X 6" Trench

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 9/20

AutoCAD SHX Text

TURF REINFORCING MAT DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text K. Lewis 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 9/

AutoCAD SHX Text

PLANNED ACCESS ROAD EXCAVATED SUBGRADE WITH CROWN

AutoCAD SHX Text Geotextile Fabric

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text 6" of Compacted ODOT #304 Limestone

AutoCAD SHX Text

ACCESS ROAD MAINTENANCE WITH CROWN

AutoCAD SHX Text Existing Geotextile Fabric

AutoCAD SHX Text 4" AASHTO M43 #1 Limestone

AutoCAD SHX Text Existing Gravel

AutoCAD SHX Text 4" of Compacted ODOT #304 Limestone

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Strip Topsoil a Min. of 4"

AutoCAD SHX Text 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 K. LewisLewis

AutoCAD SHX Text 9/20

AutoCAD SHX Text

ACCESS ROAD DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text K. Lewis 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 9/

AutoCAD SHX Text

AutoCAD SHX Text LOGGED BY: Brian Cooley

AutoCAD SHX Text 120"

AutoCAD SHX Text W.T.

AutoCAD SHX Text 64"

AutoCAD SHX Text 120"

AutoCAD SHX Text

FT.

AutoCAD SHX Text W.T.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

USCS

AutoCAD SHX Text

AutoCAD SHX Text Brown silt (silt loam, 15-18% clay); blocky & granular; slightly moist; friable; non/low plasticity; alluvium

AutoCAD SHX Text

AutoCAD SHX Text Brown gravelly silt (silt loam, 15% clay); blocky; slightly moist; friable; non/low plasticity; 40% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

AutoCAD SHX Text Bottom of Test Hole Water Encountered @ 120"

AutoCAD SHX Text

AutoCAD SHX Text 168"

AutoCAD SHX Text Gray gravelly silt (silt loam, 12% clay); loose; wet; soft; highly dilatant; non/low plasticity; 30% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

AutoCAD SHX Text Brown silty gravel (silt loam, 12% clay); loose; wet; soft; highly dilatant silt; non/low plasticity; 60% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

AutoCAD SHX Text 216"

AutoCAD SHX Text

AutoCAD SHX Text 115"

AutoCAD SHX Text Seep

AutoCAD SHX Text 32"

AutoCAD SHX Text 115"

AutoCAD SHX Text

FT.

AutoCAD SHX Text W.T.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

USCS

AutoCAD SHX Text

AutoCAD SHX Text Dark brown silt (silt loam, 18% clay); granular; slightly moist; friable; non/low plasticity; 5% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

AutoCAD SHX Text Brown gravelly silt clay (loam, 20% clay); blocky; moist; soft/friable; low plasticity; 40% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

ML/CL

AutoCAD SHX Text Bottom of Test Hole Small Water Seep Encountered @ 115"

AutoCAD SHX Text

AutoCAD SHX Text 168"

AutoCAD SHX Text Brown gravelly silty clay (loam, 20% clay); blocky; slightly wet; soft; low plasticity; 48% rock fragments <1" diameter; alluvium

AutoCAD SHX Text

ML/CL

AutoCAD SHX Text

TH #1

AutoCAD SHX Text LOGGED BY: Brian Cooley

AutoCAD SHX Text

TH #2

AutoCAD SHX Text 50"

AutoCAD SHX Text Brown silt (loam, 15% clay); blocky; slightly moist; friable; non/low plasticity; 10% rock fragments <1" diameter; alluvium

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 9/20

AutoCAD SHX Text

SOIL TEST HOLES

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

TWIN TWP TWP

AutoCAD SHX Text

ROSS COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

PLEASANT VALLEY REGIONAL SEWER DISTRICT EWP EWP

AutoCAD SHX Text K. Lewis

	2020-10-05T10:36:43-0400
DUANE RIETHMAN

File details come from the government source that posted it. Updated Dec 2, 2020.