S01 12FPC322Q0052 Amend 0002.pdf

PDF 2 MB Posted Sep 1, 2022

Attached to: Amendment 0002 Channel repairs to the Harrison Twp. Trustees, Vinton County, Grave and Clark Roads
Solicitation number: 12FPC322Q0052
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

View the file

Other files

File	Type	Posted
S01 12FPC322Q0052 Graves and Clark Rd.pdf	PDF	Sep 9, 2022
S01 12FPC322Q0052 Amend 0002.pdf	PDF	Sep 1, 2022
S01 Amd 0001 12FPC322Q0052 Graves and Clark Rd_.pdf	PDF	Jul 19, 2022
S01 12FPC322Q0052 Graves and Clark Rd.pdf	PDF	Jul 12, 2022
S01 12FPC322Q0052 Attachment 2 Drawings.pdf	PDF	Jul 12, 2022
S01 12FPC322Q0052 Attachement 1 Specs.pdf	PDF	Jul 12, 2022
S01 12FPC322Q0052 Attachment 3 Wage Determination.pdf	PDF	Jul 12, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

(x)

12FPC322Q0052

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

FPAC-HQ-APD-TX

Fort Worth TX 76115-3404 501 W. Felix St., Building 23 Fort Worth Federal Center

FPAC BUS CNTR-ACQUISITION DIV-TX

FPAC-HQ-12FPC3

WASHINGTON DC 20250

1400 INDEPENDENCE AVE SW, RM 6801-S

FPAC BUS CNTR-ACQ DIV-OPS BRANCH-SE

09/01/20220002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/12/2022

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this amendment is to reduce the original scope by removing sites 1 and 3 as outlined on the attached revised drawings. Also revised: Price Schedule, scheduling and additional site visit, and extending the date for receipt of quotes.

A new site visit will be set for Thursday, September 8th, 2022 at 10am local time. Date for receipt of quotes is extended to September 15, 2022 at 5pm local time.

All other terms and conditions remain unchanged.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

LAUREEN M. EIPP

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation Number: 12FPC322Q0052

Updated thru FAC 2022-06 dated May 1, 2022 Page 4 of 42

PART I – THE SCHEDULE

B - SUPPLIES OR SERVICES AND PRICES/COSTS

Channel repairs at the EWP to the Harrison Township. Trustees, Vinton County, OH. Graves and Clark Roads.

This solicitation requires a price be submitted for all line items, failure to do so will disqualify the quote.

Line Item

Description Spec.

No.

Quantity Unit Unit Price Extended Amount

001 Channel Clearing and Shaping

4 1 Job

002 Mobilization/Demobilizat ion 8 1

Job

003 Drainfill 24 132* CY

004 Rock Riprap 61 28* Ton $ $ 005 Woven Wire Mesh

Gabions

64 266* CY $ $

TOTAL QUOTE $

SUBMITTED BY:_____________________________________ UEID#_____________________

COMPANY: _________________________________________

52.211-18 Variation in Estimated Quantity. (Apr 1984) If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

(End of clause)

Quantities marked with an * above are estimated quantities and the clause FAR 52.211-18, Variation in Estimated Quantity, applies.

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE AS A RESULT OF THIS

SOLICITATION

Natural Resources

Conservation Service

United States

Department of

Agriculture

AutoCAD SHX Text Graves Road

AutoCAD SHX Text Ohio RT 671

AutoCAD SHX Text Ponetown Road

AutoCAD SHX Text Old US 50

AutoCAD SHX Text

US RT 50

AutoCAD SHX Text Clark Road

AutoCAD SHX Text

US RT 50

AutoCAD SHX Text Site #2

AutoCAD SHX Text Site #4

AutoCAD SHX Text Clark Road Site

AutoCAD SHX Text

JOB SITE

AutoCAD SHX Text

VINTON COUNTY

AutoCAD SHX Text

EAGLE

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

RICHLAND

AutoCAD SHX Text

SWAN

AutoCAD SHX Text

BROWN

AutoCAD SHX Text

ELK

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

KNOX

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text

VINTON

AutoCAD SHX Text

WILKESVILLE

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

CLARK AND GRAVES RD 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 614-255-2487614-255-2487

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.# A127300224 - GRAVES ROAD

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

GRAVES RD SITE #2 PLAN VIEW

AutoCAD SHX Text

GRAVES RD SITE #4 PLAN VIEW

AutoCAD SHX Text GRAVES RD 2 and GABION BASKET DETAILS12 GABION BASKET DETAILS

AutoCAD SHX Text Ross County Water

AutoCAD SHX Text 663 Fairgrounds Rd Chillicothe, OH 45601

AutoCAD SHX Text 740-774-4117

AutoCAD SHX Text X

AutoCAD SHX Text

CLARK RD PLAN VIEW

AutoCAD SHX Text

CLARK RD GABION DETAILS

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.# A102101110 - CLARK ROAD

AutoCAD SHX Text

NAME

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 Ross County Water

AutoCAD SHX Text 663 Fairgrounds Rd Chillicothe, OH 45601

AutoCAD SHX Text 740-774-4117

AutoCAD SHX Text X

AutoCAD SHX Text

CLARK RD WORK LIMITS PLAN VIEW

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 9/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 9/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

CLARK AND GRAVES ROAD EWPGRAVES ROAD EWP EWP

AutoCAD SHX Text Location Maps

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Wells/Monnin

AutoCAD SHX Text 5/2022

United States

Department of

Agriculture

AutoCAD SHX Text 34470 Clark Road

AutoCAD SHX Text Existing Gabion Baskets

AutoCAD SHX Text Additional Staging Area in Cleared Area Adjacent to Existing Gabion Baskets

AutoCAD SHX Text Planned Gabion Baskets

AutoCAD SHX Text Baseline

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text Clark Road

AutoCAD SHX Text Neighborhood Road

AutoCAD SHX Text Residential Structures

AutoCAD SHX Text Driveways

AutoCAD SHX Text WORK LIMITS Work limits start at B/L Sta. 1+00 and extend downstream to B/L Sta. 3+60. Width extends 5' to the east and west of the road edge, except between B/L Sta. 1+00 to 2+40, where it extends to 30' west of the road. An additional staging area is available between 515' and 550' south of B/L Sta. 1+00. This area is up to 25' west of the west edge of Clark Road. The work limits between the staging area and B/L Sta. 1+00 are the west and east edge of Clark Road.

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 2/20

AutoCAD SHX Text

WORK LIMIT PLAN VIEW

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

CLARK ROAD EWP EWP

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 1/21

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text House

AutoCAD SHX Text Concrete Bridge

AutoCAD SHX Text House

AutoCAD SHX Text Garage

AutoCAD SHX Text Mobile Home

AutoCAD SHX Text Driveway

AutoCAD SHX Text 24" Diam. Black Cherry Tree (Do Not Disturb)

AutoCAD SHX Text Forked Maple and White Pine Trees on Left Toe. 30' Left of B/L Sta. 1+62.8 Cut Flush With Stream Bank and Leave Stumps

AutoCAD SHX Text Baseline

AutoCAD SHX Text Clark Road

AutoCAD SHX Text Left Toe

AutoCAD SHX Text Right Toe

AutoCAD SHX Text Right Bank

AutoCAD SHX Text ODOT Type "C" Riprap Transition. See Sheet 5

AutoCAD SHX Text Gabion Basket Tieback 9' Bottom Row 3' Tall Basket 9' Middle Row 3' Tall Basket 6' Top Row 18" Tall Basket See Sheet 4

AutoCAD SHX Text 108 l.f. of 2 High 12 High Gabion Baskets

AutoCAD SHX Text Start 2 High Gabion Baskets 12 High Gabion Baskets 21.0' Left of B/L Sta. 1+20

AutoCAD SHX Text End 2 High Gabion Baskets 12 High Gabion Baskets 21.0' Left of B/L Sta. 2+28

AutoCAD SHX Text Flow

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM1 - Nail driven in west side of utility pole on the east side of Clark Road. It is 5.5' right of the east edge of road. Marked with white ribbon. Assumed Elev. = 100.0 TBM2 - Nail driven in west side of utility pole on the east side of Clark Road. It is 10.9' right of the east edge of road. Elev. = 97.05

AutoCAD SHX Text BASELINE DESCRIPTION BASELINE: Baseline is the east edge of Clark Road begins 5.5' Left of TBM1 at Sta. 1+00 and extends to Sta. 3+60 at north end of work area. B/L Sta. 3+28.8 is 10.9' left of TBM2.

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

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 1/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 1/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

CLARK ROAD EWP EWP

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text GABION BASKET DETAIL TWO AND HALF BASKETS Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text .33

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text PINNED GABION BASKET DETAIL TWO AND HALF BASKETS Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text .33

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text Proposed Channel Bottom at Bedrock

AutoCAD SHX Text Proposed Channel Bottom

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text Earthfill

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text Road

AutoCAD SHX Text Earthfill

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text 36" No. 8 rebar driven into 1" diam. hole drilled 18" into bedrock.

AutoCAD SHX Text Note: Whenever bedrock is encountered within 6 in. of bottom of basket, basket must be pinned. When pinning baskets, use 1 in. diameter rebar 36 in. long in each front face cell. Drill into rock at least 18 in. If bedrock is not found, subgrade half of bottom basket. See Gabion detail.

AutoCAD SHX Text 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 Edge of Road

AutoCAD SHX Text Road

AutoCAD SHX Text Edge of Road

AutoCAD SHX Text GABION BASKET TIEBACK ISOMETRIC VIEW Not to Scale

AutoCAD SHX Text 18" Gabion Basket Top Row

AutoCAD SHX Text Finished Channel Grade

AutoCAD SHX Text Double Gabion Basket Bottom Row Subgraded 18"

AutoCAD SHX Text 18" Thick ODOT Type "C" Riprap Transition

AutoCAD SHX Text 6" Thick AASHTO M43 #57 Drainfill

AutoCAD SHX Text Gabion Tiebacks

AutoCAD SHX Text GABION BASKET TIEBACK - BOTTOM ROW PLAN VIEW Not to Scale

AutoCAD SHX Text GABION BASKET TIEBACK - MIDDLE ROW PLAN VIEW Not to Scale

AutoCAD SHX Text GABION BASKET TIEBACK - TOP ROW PLAN VIEW Not to Scale

AutoCAD SHX Text 3' x 3' x 1.5' Gabion Baskets

AutoCAD SHX Text 3' x 3' x 3' Gabion Baskets

AutoCAD SHX Text 1/21

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text

GABION BASKET DETAILS

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 1/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

CLARK ROAD EWP EWP

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text Pinned Typical Transition Area Section View

AutoCAD SHX Text Typical Pinned Transition Area Top View

AutoCAD SHX Text Transition Note: ODOT Type "C" Riprap will be used at ends of the gabion baskets where shown in planview for a transition to the existing side slope and to fill the void created when excavating for the gabion baskets.

AutoCAD SHX Text Note: Tiebacks to be determined by engineer in the field.

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

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

AutoCAD SHX Text

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Channel Bottom

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text Varies

AutoCAD SHX Text

AutoCAD SHX Text ODOT Type "C" Riprap

AutoCAD SHX Text Channel Bottom

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

AutoCAD SHX Text ODOT Type "C" Riprap

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

AutoCAD SHX Text Blend Riprap Slope to Existing Bank

AutoCAD SHX Text ODOT Type "C" Riprap

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

AutoCAD SHX Text Note: Whenever bedrock is encountered and prevents installation of the riprap toe to 18" below the finished channel bottom, rebar pins must be installed. When pinning riprap, use 1 in. diameter rebar 36 in. long installed in a one inch diameter hole. Drill into rock at least 18 in. See pinned typcial transition detail above.

AutoCAD SHX Text Match Existing Stream Toe

AutoCAD SHX Text Riprap Toe

AutoCAD SHX Text Match Existing Stream Toe

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 9/21

AutoCAD SHX Text

RIPRAP DETAILS

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

CLARK AND GRAVES ROAD EWPGRAVES ROAD EWP EWP

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 9/21

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text 102 l.f. of 2 and High 12 High Gabion Baskets

AutoCAD SHX Text 6' Tieback See Sheet 9

AutoCAD SHX Text ODOT Type "C" Riprap Transition. See Sheet 5

AutoCAD SHX Text 36" Diam. Poplar Tree is 19.3' left of B/L Sta. 21+94 (Do Not Disturb)

AutoCAD SHX Text Baseline

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Left Stream Toe

AutoCAD SHX Text Right Stream Toe

AutoCAD SHX Text Right Bank

AutoCAD SHX Text Flow

AutoCAD SHX Text Graves Road

AutoCAD SHX Text Existing Fence

AutoCAD SHX Text 6' Tieback See Sheet 9

AutoCAD SHX Text 36" Diam. Sycamore Tree (Do Not Disturb)

AutoCAD SHX Text Gabion Basket Streamside Face Layout

AutoCAD SHX Text B/L Sta.

AutoCAD SHX Text Distance

AutoCAD SHX Text 20+60

AutoCAD SHX Text 22.2' Left

AutoCAD SHX Text 21+01.5

AutoCAD SHX Text 15.8' Left

AutoCAD SHX Text 21+25.5

AutoCAD SHX Text 15.1' Left

AutoCAD SHX Text 21+61.3

AutoCAD SHX Text 18.4' Left

AutoCAD SHX Text 30" Diam. Oak Log To Be Removed. Log Will Be Extracted Without Equipment Encroaching on Left Bank. Seeding and Mulching Outside the Work Limits on the Left Bank is Not Required.

AutoCAD SHX Text Fence is 5.5' Right of B/L Sta. 21+74

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text WORK LIMITS Work limits start at Sta. 20+30 and extend downstream to Sta. 22+20. From Sta. 20+00 to 20+30, work limits extend from the west road edge to the right top of bank. From Sta. 20+30 to 21+90, work limits extend from the west road edge to 5' east of the left stream toe. From Sta. 21+90 to 22+20, work limits extend from 20' west of the west road edge to east road edge.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM2 - 40D nail driven in south side of wooden fence post on the west side of Graves Rd. at Sta. 20+00. Marked with white ribbon. Assumed Elev. = 100.00 BASELINE: Baseline begins at Sta. 20+00 and extends downstream to Sta. 22+20 at south end of work area.

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

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text T

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

SITE #2 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 9/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 9/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

GRAVES ROAD EWP EWP

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text 45 l.f. of 2 and High 12 High Gabion Baskets

AutoCAD SHX Text ODOT Type "C" Riprap Transition. See Sheet 5

AutoCAD SHX Text Cluster of Sycamore Trees (Do Not Disturb)

AutoCAD SHX Text 16" Diam. Black Walnut Tree (Do Not Disturb)

AutoCAD SHX Text Baseline

AutoCAD SHX Text Right Edge Road

AutoCAD SHX Text Left Edge Road

AutoCAD SHX Text Left Stream Toe

AutoCAD SHX Text Right Stream Toe

AutoCAD SHX Text Right Bank

AutoCAD SHX Text Flow

AutoCAD SHX Text Graves Road

AutoCAD SHX Text Telephone Pedestal is is 0.6' Left of B/L Sta. 40+10

AutoCAD SHX Text 16" Diam. Black Walnut Tree (Do Not Disturb)

AutoCAD SHX Text 6' Tieback See Sheet 11

AutoCAD SHX Text Gabion Basket Streamside Face Layout

AutoCAD SHX Text B/L Sta.

AutoCAD SHX Text Distance

AutoCAD SHX Text 40+20

AutoCAD SHX Text 29.0' Left

AutoCAD SHX Text 40+40.9

AutoCAD SHX Text 27.1' Left

AutoCAD SHX Text 40+64.8

AutoCAD SHX Text 28.9' Left

AutoCAD SHX Text Planned Left Toe Excavation

AutoCAD SHX Text 24" corr. metal pipe inlet is is 3.0' Left of B/L 39+86

AutoCAD SHX Text ODOT Type "C" Riprap Transition. See Sheet 5

AutoCAD SHX Text WORK LIMITS Work limits start at Sta. 40+10 and extend downstream to Sta. 40+80. Width extends from 5' west of the right edge of road to 5' east of left stream toe.

AutoCAD SHX Text BENCHMARK & BASELINE DESCRIPTIONS: : TBM4 - 40D nail driven in east side of a utility pole on west side of Graves Rd. at Sta. 40+09.6. Marked with white ribbon. Assumed Elev. = 100.00 BASELINE: Baseline begins at Sta. 39+78 and extends downstream to Sta. 41+46.7 at the north edge of the 16" diam. black walnut tree trunk.

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

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text W/L

AutoCAD SHX Text T

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

SITE #4 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 9/21

AutoCAD SHX Text K. Lewis

AutoCAD SHX Text 9/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

GRAVES ROAD EWP EWP

AutoCAD SHX Text Wells/Monnin

United States

Department of

Agriculture

AutoCAD SHX Text PINNED GABION BASKET DETAIL TWO AND HALF BASKETS Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text .33

AutoCAD SHX Text Road

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text GABION BASKET DETAIL TWO AND HALF BASKETS Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text .33

AutoCAD SHX Text Road

AutoCAD SHX Text 3' X 3' Basket

AutoCAD SHX Text 1.5' X 3' Basket

AutoCAD SHX Text Proposed Channel Bottom

AutoCAD SHX Text Earthfill

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text Proposed Channel Bottom at Bedrock

AutoCAD SHX Text Earthfill

AutoCAD SHX Text AASHTO M43 No. 57 Drainfill

AutoCAD SHX Text Drainfill Pay Limits

AutoCAD SHX Text 36" No. 8 rebar driven into 1" diam. hole drilled 18" into bedrock.

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 Edge of Road

AutoCAD SHX Text GABION BASKET TIEBACK ISOMETRIC VIEW Not to Scale

AutoCAD SHX Text 18" Gabion Basket Top Row

AutoCAD SHX Text Finished Channel Grade

AutoCAD SHX Text Single Gabion Basket Bottom Row Subgraded 18"

AutoCAD SHX Text 18" Thick ODOT Type "C" Riprap Transition

AutoCAD SHX Text 6" Thick AASHTO M43 #57 Drainfill

AutoCAD SHX Text Gabion Tiebacks

AutoCAD SHX Text GABION BASKET TIEBACK - BOTTOM ROW PLAN VIEW Not to Scale

AutoCAD SHX Text GABION BASKET TIEBACK - MIDDLE ROW PLAN VIEW Not to Scale

AutoCAD SHX Text 3' x 3' x 3' Gabion Baskets

AutoCAD SHX Text GABION BASKET TIEBACK - TOP ROW PLAN VIEW Not to Scale

AutoCAD SHX Text 3' x 3' x 3' Gabion Baskets

AutoCAD SHX Text 3' x 3' x 1.5' Gabion Baskets

AutoCAD SHX Text 9/21

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text 2 and GABION BASKET DETAILS12 GABION BASKET DETAILS

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 9/21

AutoCAD SHX Text

HARRISON TWP TWP

AutoCAD SHX Text

VINTON COUNTY, OHIO COUNTY, OHIO

AutoCAD SHX Text

GRAVES ROAD EWP EWP

AutoCAD SHX Text Wells/Monnin

File details come from the government source that posted it. Updated Sep 1, 2022.