Addendum 2.pdf

PDF 5 MB Posted Jan 5, 2026

Attached to: Highway 49 Water Extension- Phase 3
Solicitation number: PE-68400-NONST-2026-000000018
Issued by: Jefferson County, Georgia

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Written by GovTribe AI · Apr 30, 2026

This Addendum No. 2 document pertains to the Hwy 49 Water System Extension Phase 3 project for Jones County, Georgia (I&A Project No. 1160-092-03), with a bid date of February 17, 2026 at 11:00 AM. The project involves the extension of a water system from Morris Stevens Road to Griswoldville Road and includes installation of water mains, service connections, hydrants, gate valves, and related infrastructure. The addendum provides critical updates to the original bid documents, including revised 2026 prevailing wage rates established under General Decision Number GA20260292, effective January 2, 2026, which covers heavy construction in Bibb, Crawford, Jones, Monroe, and Twiggs Counties. Key updates include modifications to Sheet 25A details, clarification of horizontal directional drill locations at creek crossings, and responses to twelve contractor questions addressing project specifics such as station number availability, bell restraint distances, thrust block details for 16-inch diameter pipe, service location quantities (estimated between 0 to 50 installations), the use of mega-lug type restrained joints for creek crossings and bend locations, GDOT permit status (approved), 30-inch casing wall thickness requirements (0.375 inches), and payment allocation for gate valves and gravel driveway replacement materials.

The prevailing wage determination specifies rates for various labor classifications including Carpenter ($22.36 per hour plus $4.19 fringe), Cement Mason/Concrete Finisher ($21.40 plus $4.25), Electrician ($26.18 plus $8.68), Pipelayer ($11.53), and various equipment operators with rates ranging from $11.89 to $25.45 per hour. The project is subject to Executive Order 13706 requirements for paid sick leave (1 hour per 30 hours worked, up to 56 hours annually) for all covered workers, and Executive Order 13658 minimum wage requirements of $13.30 per hour for 2025. The contract also requires preference for American-made materials and fittings, though such materials are not mandatory. Project deliverables include accurate red-line drawings for as-builts, with CAD files accepted as an alternative. The document indicates that final service location quantities will be determined once pipe laying commences, and contractors must prepare bids based on estimated quantities provided in the bid sheet.

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Other files

File	Type	Posted
00100_REVISED Executed Advertisement for Bid.pdf	PDF	Jan 5, 2026
Addendum 1.pdf	PDF	Jan 5, 2026
Award Letter_ Hwy 49 Phase 3.pdf	PDF	Jan 5, 2026
Bid Tab Phase 3.pdf	PDF	Jan 5, 2026

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ADDENDUM NO. 2

PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS

PROJECT: Hwy 49 Water System Extension Phase 3

I&A Project No.: 1160-092-03

OWNER: Jones County, Georgia

BID DATE: February 17, 2026 @ 11:00 am

Item 1: REVISION OF WAGE RATES: The 2026 Wage Rates have been updated and attached. Please disregard the previous Wage Rates.

Item 2: Sheet 25A Details: Use the attached file.

Item 3: Horizontal Directional Drill Locations: See attached sheets for the horizontal directional drill locations.

Item 4: QUESTIONS SUBMITTED BY CONTRACTORS:

1. Will station numbers be added to the drawings once issued for construction? No. We have included mailbox numbers on every mailbox we located to give the Contractor an idea of where they are in the construction process. We have given a starting coordinate for Phase

3 and there will be a CADD file available for the successful bidder to do any stakeout as needed.

2. Can you provide a detail for bell restraint distances? Please see attached.

3. The thrust block for fittings detail doesn’t have 16” diameter pipe for calculating concrete. Can this be included in a detail? Please see attached detail sheet 25A.

4. There’s not a call-out for long-side and short-side service locations. Will those be added to the IFC plan set? Sign-ups for water services are ongoing as we speak. The quantity in the bid sheet is an estimation based on the potential number of customers in the area. The final number will be determined once pipe laying starts. Contractor has the potential to install 50 or may not install any services.

5. Where are the (alternate) horizontal directional drills supposed to be? At creek crossings. See attached plans.

6. The specs say that “Contractor will give preference to domestic construction material”.

To what extent does this mean? We prefer the Contractor use American-made materials and fittings, but they are not required.

7. Are the DIP items supposed to correlate with the DIP Restrained Joint items in quantity? If so, the bid form calls for 37 LF of 12” DIP and 164 LF of 12 DIP Restrained

Joints. The restrained joints we use are typically a mega-lug type product or something equivalent. We are looking to restrain joints across creek crossings and where bends are installed to adjust alignment. The retrained joint is to provide a joint support so the pipe will not pull apart in a creek bottom or where fittings may experience severe thrust.

8. Have all GDOT permits been acquired for this job? Yes, the GA DOT permits are approved.

9. What wall thickness is required on 30” casing? 0.375 wall thickness.

10. A note on the detail says that payment for gate valves shall be included in payment for the water main termination. But it appears all valves are included in the valve bid items. Water Termination bid item shall be included in payment for the gate valve as specified.

11. In replacing the gravel driveways, the bid item calls for GABC, but the payment section calls for #57 stone. Price GABC. It tends to compact much better. Several of the driveways vary, and we may end up using some 57 stone if needed.

12. Are CAD files required for as-builts or will redline drawings be sufficient? Accurate

Red Line drawings are sufficient, but we will gladly accept a CAD file.

END ADDENDUM NO. 2

"General Decision Number: GA20260292 01/02/2026

Superseded General Decision Number: GA20250292

State: Georgia

Construction Type: Heavy

Counties: Bibb, Crawford, Jones, Monroe and Twiggs Counties in Georgia.

HEAVY CONSTRUCTION PROJECTS

Modification Number Publication Date 0 01/02/2026

SUGA2017-007 04/15/2021

Rates Fringes

CARPENTER........................$ 22.36 4.19

CEMENT MASON/CONCRETE FINISHER...$ 21.40 4.25

ELECTRICIAN......................$ 26.18 8.68

LABORER: Common or General......$ 13.76 0.00

LABORER: Pipelayer..............$ 11.53 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 16.40 0.00

OPERATOR: Bulldozer.............$ 16.29 0.00

OPERATOR: Crane.................$ 25.45 0.00

OPERATOR: Loader................$ 14.02 0.00

OPERATOR: Roller................$ 11.89 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded.

If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

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Drawing Index

INGRAM & ASSOCIATES

T: (478) 745-3996 332 New St. Macon, Ga. 31201 Fax: (478) 742-4690

CONSULTING ENGINEERS, LLC

T: (229) 445-1532 1002 North Park Ave. Tifton, Ga 31793-7547 www.ingrameng.com I&A PROJECT #: 1160-092-03 H

W Y

W a t e r S y s t e m E x t e n s io n P h a s e

J o n e s C o u n t y B o a r d o f C o m m is s io n e r s

JO1ES CO81TY BO$5D OF CO00ISSIO1E5S

Prepared For

HWY 49 Water System Extension

Jones County Board of Commissioners Jones County, Georgia

January 2026 for the

I&A PROJECT # 1160-092-03

-- Title Sheet

1 General Notes & Legend

2 - 23 Water Main Layout

24 - 25 Miscellaneous Details

26 - 28 Erosion & Sedimentation Notes & Details

CHRIS WEIDNER

SAM KITCHENS

M. JOHN WOOD

WENDY VAUGHN

DAYLON MARTIN

JASON RIZNER

BRANDON STARK

ASHLEY BRODIE

CHAIRMAN

VICE CHAIRMAN - DISTRICT ONE

DISTRICT TWO

DISTRICT THREE

DISTRICT FOUR

COUNTY ADMINISTRATOR

WATER SUPERINTENDENT

COUNTY ATTORNEY

Phase 3 -Morris Stevens Rd. to Griswoldville Rd.

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WASHINGTON

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JOHNSON

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KG & BR

January 2026

1160-092-03

8Watermain Layout

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±14 LF GRAVEL DWYREMOVAL & REPLACEMENT

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±23 LF GRAVEL DWYREMOVAL & REPLACEMENT

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AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-16"x6" HYD. TEE ±7 LF-6" DI LEAD PIPE(PLACED AT HIGH PONIT IN WM)

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MATCHLINE 10 SEE SHEET 7 FOR CONTINUATION

AutoCAD SHX Text

( IN FEET )

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GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

%%U24 HOUR CONTACT

AutoCAD SHX Text

%%UPRIMARY PERMITTEE

AutoCAD SHX Text JONES COUNTY ADMINISTRATOR JASON RIZNER P.O. BOX 1359, 166 INDUSTRIAL BLVD. GRAY, GA 31032 TEL: (478) 986-8219 EMAIL: JASON.RIZNER@JONESCOUNTYGA.ORG

AutoCAD SHX Text SHEET NOTES: 1. WATER MAIN SHALL BE EITHER C-900 PVC OR CLASS 350 DUCTILE IRON. WATER MAIN SHALL BE EITHER C-900 PVC OR CLASS 350 DUCTILE IRON. 2. JOINT DEFLECTION SHALL NOT EXCEED PIPE MANUFACTURER'S RECOMMENDATIONS. JOINT DEFLECTION SHALL NOT EXCEED PIPE MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL DUCTILE IRON BENDS AS NECESSARY. CONTRACTOR SHALL NOT BEND INSTALL DUCTILE IRON BENDS AS NECESSARY. CONTRACTOR SHALL NOT BEND PIPE AROUND CURVES GREATER THAN PIPE MANUFACTURERS RECOMMENDATIONS. 4. RESIDENTS MOW THE GRASS UP TO THE ROADWAY. CONTRACTOR IS TO BUDGET RESIDENTS MOW THE GRASS UP TO THE ROADWAY. CONTRACTOR IS TO BUDGET FOR REMOVAL OF ROCKS, DIRT CLODS, ETC. SO THAT THE AREA DISTURBED CAN BE MOWED WITH A PUSH MOWER.

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

E&S LEGEND

AutoCAD SHX Text

MATCHLINE 11 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 11 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 12 SEE SHEET 9 FOR CONTINUATION

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9Watermain Layout

AutoCAD SHX Text

MORRIS STEVENS RD (80' R/W)

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text

NOW OR FORMERLY SHIRLEY FARMS LLC MORRIS STEVENS ROAD TAX PARCEL J54 00 028B

AutoCAD SHX Text NOW OR FORMERLY MOORE WILLIAM R. JR. 799 MORRIS STEVENS ROAD TAX PARCEL J54 00 010

AutoCAD SHX Text NOW OR FORMERLY SHIRLEY FARMS LLC HIGHWAY 18 EAST PLAT BOOK 22 PAGE 98 DEED BOOK 869 PAGE 171 TAX PARCEL J54 00 009

AutoCAD SHX Text

NOW OR FORMERLY SHIRLEY FARMS LLC MORRIS STEVENS ROAD TAX PARCEL J54 00 028C

AutoCAD SHX Text

EX. POND

AutoCAD SHX Text

EX. FO MARKER (TYP.)

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CHECK DAM STRAW BALE (TYP.)

AutoCAD SHX Text Cd-Hb

AutoCAD SHX Text

SILT FENCE TYPE "A" (TYP.)

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-16"x6" HYD. TEE ±7 LF-6" DI LEAD PIPE

AutoCAD SHX Text

1 EA-16" GV W/ BOX

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text

EX. FO ENCLOSURE (TYP.)

AutoCAD SHX Text NOW OR FORMERLY SHIRLEY FARMS LLC HIGHWAY 18 EAST PLAT BOOK 22 PAGE 98 DEED BOOK 869 PAGE 171 TAX PARCEL J54 00 009

AutoCAD SHX Text

NOW OR FORMERLY SHIRLEY FARMS LLC MORRIS STEVENS ROAD TAX PARCEL J54 00 028C

AutoCAD SHX Text

NOW OR FORMERLY SHIRLEY FARMS LLC TAX PARCEL J54 00 028A

AutoCAD SHX Text

EX. POND

AutoCAD SHX Text NOW OR FORMERLY SHIRLEY FARMS LLC 825 MORRIS STEVENS ROAD PLAT BOOK 3 PAGE 197 DEED BOOK 632 PAGE 116 TAX PARCEL J54 00 030

AutoCAD SHX Text

EX. SIGN (TYP.)

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text

EX. 15" CMP

AutoCAD SHX Text

EX. 18" CMP

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text

NPDES SAMPLING LOCATION #2

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CHECK DAM STRAW BALE (TYP.)

AutoCAD SHX Text Cd-Hb

AutoCAD SHX Text

SILT FENCE TYPE "A" (TYP.)

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text

±11 LF GRAVEL DWYREMOVAL & REPLACEMENT

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-16"x6" HYD. TEE ±4 LF-6" DI LEAD PIPE

AutoCAD SHX Text

MORRIS STEVENS RD (80' R/W)

AutoCAD SHX Text

MATCHLINE 12 SEE SHEET 8 FOR CONTINUATION

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

%%U24 HOUR CONTACT

AutoCAD SHX Text

%%UPRIMARY PERMITTEE

AutoCAD SHX Text JONES COUNTY ADMINISTRATOR JASON RIZNER P.O. BOX 1359, 166 INDUSTRIAL BLVD. GRAY, GA 31032 TEL: (478) 986-8219 EMAIL: JASON.RIZNER@JONESCOUNTYGA.ORG

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

E&S LEGEND

AutoCAD SHX Text

MATCHLINE 13 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 13 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 14 SEE SHEET 10 FOR CONTINUATION

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J o n e s C o u n t y B o a r d o f C o m m is io n e r s

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18Watermain Layout

AutoCAD SHX Text

GRISWOLDVILLE RD. (60' R/W)

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text NOW OR FORMERLY MOTON DEREK JAMEL 1967 GRISWOLDVILLE ROAD PLAT BOOK 13 PAGE 253 DEED BOOK 1032 PAGE 318 TAX PARCEL J61 00 142

AutoCAD SHX Text NOW OR FORMERLY TWIN CREEKS TIMBER LLC GRISWOLDVILLE ROAD DEED BOOK 922 PAGE 455 TAX PARCEL J61 00 032

AutoCAD SHX Text NOW OR FORMERLY MIKE & DEBRA H. BLACKSHEAR 1989 GRISWOLDVILLE ROAD PLAT BOOK 13 PAGE 253 DEED BOOK 751 PAGE 13 TAX PARCEL J61 00 145

AutoCAD SHX Text NOW OR FORMERLY MIKE BLACKSHEAR GRISWOLDVILLE ROAD PLAT BOOK 13 PAGE 255 DEED BOOK 751 PAGE 458 TAX PARCEL J61 00 146

AutoCAD SHX Text NOW OR FORMERLY DELEANA COOK 1995 GRISWOLDVILLE ROAD PLAT BOOK 13 PAGE 255 DEED BOOK 523 PAGE 27 TAX PARCEL J61 00 143

AutoCAD SHX Text EX. RIPRAP ANY RIPRAP DISTURBED SHALL BE REPLACED ANY WATERMAIN INSTALLED UNDER RIPRAP SHALL BE DUCTILE IRON

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text

EX. FENCE (TYP.)

AutoCAD SHX Text

EX. 18" CMP

AutoCAD SHX Text

EX. 15" CMP

AutoCAD SHX Text

EX. 15" CMP

AutoCAD SHX Text

EX. 15" CMP

AutoCAD SHX Text EX. RIPRAP ANY RIPRAP DISTURBED SHALL BE REPLACED ANY WATERMAIN INSTALLED UNDER RIPRAP SHALL BE DUCTILE IRON

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

±32 LF GRAVEL DWYREMOVAL & REPLACEMENT

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-12"x6" HYD. TEE ±5 LF-6" DI LEAD PIPE(PLACED AT HIGH POINT IN WM)

AutoCAD SHX Text

REPLACE MAILBOX AS NEEDED. SEE GABC DETAIL (TYP.)

AutoCAD SHX Text

GRISWOLDVILLE RD. (60' R/W)

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text

NOW OR FORMERLY SENGSOUVANH THEIP 2052 GRISWOLDVILLE ROAD TAX PARCEL J61 00 039

AutoCAD SHX Text NOW OR FORMERLY MOTON DEREK JAMEL 1967 GRISWOLDVILLE ROAD PLAT BOOK 13 PAGE 253 DEED BOOK 1032 PAGE 318 TAX PARCEL J61 00 142

AutoCAD SHX Text

NOW OR FORMERLY JAMES L. JOHNSON 2067 GRISWOLDVILLE ROAD TAX PARCEL J61 00 141

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EX. POND

AutoCAD SHX Text NOW OR FORMERLY TWIN CREEKS TIMBER LLC GRISWOLDVILLE ROAD DEED BOOK 922 PAGE 455 TAX PARCEL J61 00 032

AutoCAD SHX Text

EX. 12" CMP

AutoCAD SHX Text

EX. 18" CMP

AutoCAD SHX Text

EX. FENCE (TYP.)

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text

EX. SIGN (TYP.)

AutoCAD SHX Text

EX. RIPRAP

AutoCAD SHX Text

EX. 48" CMP

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CHECK DAM STRAW BALE (TYP.)

AutoCAD SHX Text Cd-Hb

AutoCAD SHX Text

SILT FENCE TYPE "C" (TYP.)

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text

PR. CLEARING AND GRUBBING

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-12"x6" HYD. TEE ±4 LF-6" DI LEAD PIPE

AutoCAD SHX Text

CREEK CROSSING SEE "DITCH CROSSING" DETAIL

AutoCAD SHX Text

1 EA-12" GV W/ BOX

AutoCAD SHX Text

MATCHLINE 31 SEE SHEET 17 FOR CONTINUATION

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

%%U24 HOUR CONTACT

AutoCAD SHX Text

%%UPRIMARY PERMITTEE

AutoCAD SHX Text JONES COUNTY ADMINISTRATOR JASON RIZNER P.O. BOX 1359, 166 INDUSTRIAL BLVD. GRAY, GA 31032 TEL: (478) 986-8219 EMAIL: JASON.RIZNER@JONESCOUNTYGA.ORG

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

E&S LEGEND

AutoCAD SHX Text

MATCHLINE 32 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 33 SEE SHEET 19 FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 32 SEE THIS SHEET FOR CONTINUATION

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H W

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E x t e n s io n P h a s e

F o r T h e

J o n e s C o u n t y B o a r d o f C o m m is io n e r s

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20Watermain Layout

AutoCAD SHX Text

GRISWOLDVILLE RD. (60' R/W)

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text

EX. FO ENCLOSURE (TYP.)

AutoCAD SHX Text

NOW OR FORMERLY ETHEREDGE O. K. JR. GRISWOLDVILLE ROAD TAX PARCEL J61 00 130

AutoCAD SHX Text

NOW OR FORMERLY ETHEREDGE O. K. JR. GRISWOLDVILLE ROAD TAX PARCEL J61 00 130

AutoCAD SHX Text NOW OR FORMERLY SARAH T. HANCOCK 2132 GRISWOLDVILLE ROAD DEED BOOK 766 PAGE 560 TAX PARCEL J61 00 047

AutoCAD SHX Text NOW OR FORMERLY WANDA B. HUBBARD 2129 GRISWOLDVILLE ROAD PLAT BOOK 20 PAGE 226 DEED BOOK 724 PAGE 444 TAX PARCEL J61 00 130A

AutoCAD SHX Text

NOW OR FORMERLY HUBBARD JOE ESTATE GRISWOLDVILLE ROAD TAX PARCEL J61 00 131

AutoCAD SHX Text

EX. POND

AutoCAD SHX Text NOW OR FORMERLY SARAH T. HANCOCK 2132 GRISWOLDVILLE ROAD DEED BOOK 766 PAGE 560 TAX PARCEL J61 00 047

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text

EX. FENCE (TYP.)

AutoCAD SHX Text

EX. 18" CMP

AutoCAD SHX Text

EX. 15" CMP

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text EX. RIPRAP ANY RIPRAP DISTURBED SHALL BE REPLACED ANY WATERMAIN INSTALLED UNDER RIPRAP SHALL BE DUCTILE IRON

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CHECK DAM STRAW BALE (TYP.)

AutoCAD SHX Text Cd-Hb

AutoCAD SHX Text

SILT FENCE TYPE "A" (TYP.)

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text

±15 LF GRAVEL DWYREMOVAL & REPLACEMENT

AutoCAD SHX Text

1-12" 11.25° BEND

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-12"x6" HYD. TEE ±4 LF-6" DI LEAD PIPE

AutoCAD SHX Text

1 EA-12" GV W/ BOX

AutoCAD SHX Text

GRISWOLDVILLE RD. (60' R/W)

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. PP (TYP.)

AutoCAD SHX Text

EX. 48" CMP

AutoCAD SHX Text

NOW OR FORMERLY ETHEREDGE O. K. JR. GRISWOLDVILLE ROAD TAX PARCEL J61 00 130

AutoCAD SHX Text NOW OR FORMERLY LAMAR SOLAR PROPERTY LLC GRISWOLDVILLE ROAD PLAT BOOK 22 PAGE 223 DEED BOOK 1044 PAGE 445 TAX PARCEL J61 00 048

AutoCAD SHX Text

EX. POND

AutoCAD SHX Text

EX. TREELINE (TYP.)

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Ds2

AutoCAD SHX Text Ds3

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

CHECK DAM STRAW BALE (TYP.)

AutoCAD SHX Text Cd-Hb

AutoCAD SHX Text

SILT FENCE TYPE "A" (TYP.)

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text

±80 LF 12" RESTRAINED JOINT DI WM(INSTALLED UNDER BOTTOM OF 48" CMP)

AutoCAD SHX Text 1 EA-3-WAY HYDRANT 1 EA-6" GV W/ BOX 1 EA-12" GV W/ BOX 1 EA-12"x6" HYD. TEE ±4 LF-6" DI LEAD PIPE

AutoCAD SHX Text

1 EA-12" GV W/BOX

AutoCAD SHX Text

MATCHLINE 35 SEE SHEET 19 FOR CONTINUATION

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

%%U24 HOUR CONTACT

AutoCAD SHX Text

%%UPRIMARY PERMITTEE

AutoCAD SHX Text JONES COUNTY ADMINISTRATOR JASON RIZNER P.O. BOX 1359, 166 INDUSTRIAL BLVD. GRAY, GA 31032 TEL: (478) 986-8219 EMAIL: JASON.RIZNER@JONESCOUNTYGA.ORG

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

E&S LEGEND

AutoCAD SHX Text

MATCHLINE 36 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 37 SEE SHEET 21 FOR CONTINUATION

AutoCAD SHX Text

MATCHLINE 36 SEE THIS SHEET FOR CONTINUATION

AutoCAD SHX Text

** AVOID ENVIRONMENTALLY ** SENSITIVE AREAS

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E x t e n s io n P h a s e o r T h e

J o n e s C o u n t y B o a r d o f C o m m is io n e r s

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25Miscellaneous Details

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

2" MINIMUM HAUNCHING

AutoCAD SHX Text 12"

AutoCAD SHX Text

OF PIPE

AutoCAD SHX Text

HAUNCHING TO SPRINGLINE

AutoCAD SHX Text

HAUNCHING TO 6" ABOVE

AutoCAD SHX Text

TOP OF PIPE

AutoCAD SHX Text %%uCLASS "C" BEDDING

AutoCAD SHX Text

(DUCTILE IRON PIPE)

AutoCAD SHX Text %%uCLASS "A" BEDDING

AutoCAD SHX Text %%uCLASS "B" BEDDING

AutoCAD SHX Text

(PVC PIPE)

AutoCAD SHX Text %%uTYPICAL BEDDING REQUIREMENTS

AutoCAD SHX Text N.T.S

AutoCAD SHX Text

EARTH BACKFILL TAMP TO 95% ENTIRE TRENCH

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

OPEN TRENCH AREA

AutoCAD SHX Text REPLACED BASE MATERIAL SHALL BE TWICE THE THICKNESS OF EXISTING BASE AND OF THE SAME OR BETTER MATERIAL.

AutoCAD SHX Text

BEDDING AS REQUIRED

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

TYPICAL ASPHALT DRIVEWAY REPLACEMENT DETAIL N.T.S.

AutoCAD SHX Text TOP 2" OF PATCH TO BE REPLACED WITH SAME MATERIAL AS EXISTING SURFACE. BITUMINOUS TACK COAT OR PRIME SHALL BE APPLIED PRIOR TO PLACEMENT OF ASPHALTIC TOP

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

TOP 2" OF PATCH TO BE REPLACED WITH

AutoCAD SHX Text

SAME MATERIAL AS EXISTING SURFACE.

AutoCAD SHX Text

BITUMINOUS TACK COAT OR PRIME SHALL

AutoCAD SHX Text

BE APPLIED PRIOR TO PLACEMENT OF

AutoCAD SHX Text

ASPHALTIC TOP.

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

TOP 12" TO HAVE 100% COMPACTION

AutoCAD SHX Text

REMINDER TO HAVE 95% COMPACTION

AutoCAD SHX Text

OPEN TRENCH AREA

AutoCAD SHX Text

8" THICK CLASS "A" PORTLAND CEMENT CONCRETE

AutoCAD SHX Text

BEDDING AS REQUIRED

AutoCAD SHX Text

TYPICAL SECTION-CLASS "A" PAVEMENT REPLACEMENT N.T.S.

AutoCAD SHX Text

EARTH BACKFILL TAMP TO 95% ENTIRE TRENCH

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

SAW EDGE WITH CONCRETE SAW

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

OPEN TRENCH AREA

AutoCAD SHX Text

BEDDING AS REQUIRED

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

8" 4000 PSI CONCRETE

AutoCAD SHX Text

TYPICAL CONCRETE PAVEMENT REPLACEMENT N.T.S.

AutoCAD SHX Text

12" MIN (TYP.)

AutoCAD SHX Text

%%U24 HOUR CONTACT

AutoCAD SHX Text

%%UPRIMARY PERMITTEE

AutoCAD SHX Text JONES COUNTY ADMINISTRATOR JASON RIZNER P.O. BOX 1359, 166 INDUSTRIAL BLVD. GRAY, GA 31032 TEL: (478) 986-8219 EMAIL: JASON.RIZNER@JONESCOUNTYGA.ORG

AutoCAD SHX Text

±30' (TYP.)

AutoCAD SHX Text

±20' (TYP.)

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ROADWAY

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EX. MAILBOX

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4" GABC

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VARIES

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ROADWAY

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EX. MAILBOX

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4" GABC

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MAILBOX GABC DETAIL N.T.S.

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NOTE:

AutoCAD SHX Text 1.

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USE DETAIL AT ALL MAILBOXES THAT HAVE TO BE MOVED FOR CONSTRUCTION

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M.J. PLUG

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R.J. OR

AutoCAD SHX Text D

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(1 JT. OF PIPE)

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WATER MAIN - DEAD MAN)

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AutoCAD SHX Text A

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%%UPLAN

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RETAINER

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GLANDS

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BUTTERFLY OR

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GATE VALVE (SAME

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SIZE AS WATER MAIN)

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D = MIN. DIST. INTO

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POUR AGAINST

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UNDISTURBED EARTH

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REINFORCING

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STEEL (TYP.)

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D.I.P. WATER MAIN

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UNDISTURBED EARTH (TYP.)

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(BOTTOM & SIDES)

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D.I.P. WATER MAIN

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RETAINER GLAND

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OR WELD-ON

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THRUST COLLAR

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CAST IRON

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VALVE BOX

AutoCAD SHX Text D

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 0'-8"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text N.T.S.

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%%USECTION

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MAIN

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DIA

AutoCAD SHX Text 6" or 8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 12"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 16"

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CONCRETE COLLAR DIM.

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TEST PRESSURE: 150 P.S.I.

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SOIL BEARING PRESSURE: 3000 P.S.F.

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WATER MAIN TERMINATION.

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(BY PIPE MFRG.)

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CONC. THRUST COLLAR

AutoCAD SHX Text %%uWATER MAIN TERMINATION

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(CONCENTRIC AROUND

AutoCAD SHX Text 10'-0"

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STEEL

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REINFORCING

AutoCAD SHX Text #6 @ 12" O.C. E.W.E.F.

AutoCAD SHX Text #7 @ 12" O.C. E.W.E.F.

AutoCAD SHX Text #8 @ 12" O.C. E.W.E.F.

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10' MIN.

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NOTE: PAYMENT FOR GATE VALVE SHALL BE INCLUDED IN PAYMENT FOR

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TIE DI PLUG TO DEADMAN W/ THREADED RODS (TYP.)

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NOTE:

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1 - CENTER OF CONCRETE POST SHALL BE

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REINFORCED WITH NO. 4 REBAR STEEL.

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2 - "WATER VALVE" SHALL BE ON SIDES 2 & 4.

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"V - JCW" SHALL BE ON 1 SIDE ONLY.

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45%%D CHAMFER ON ALL CORNERS

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TOP VIEW

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SIDE NO.

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SIDE 1 TO BE

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FACING ROAD

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2' MINIMUM

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BURY

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%%UDETAIL - TYPICAL WATER VALVE INDICATOR POST

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AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text J

AutoCAD SHX Text C

AutoCAD SHX Text W

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2" LETTERS

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BRASS PLATE

AutoCAD SHX Text 1"x1"

AutoCAD SHX Text 5'

AutoCAD SHX Text

PUNCHABLE LABEL PLATE

AutoCAD SHX Text 2"x2"

AutoCAD SHX Text

THRUST BLOCK DETAIL 2/11/26

℄ MAIN

ALL FITTINGS ARE

TO USE MEGA-LUGS

POLYETHYLENE SHEETING

BETWEEN ALL PARTS OF

CONC. AND PIPELINE

2" TYP.

UNDISTURBED

GROUND

4,000 PSI CLASS A

CONCRETE

PLAN VIEW

NTS

GRADE

(TYP.)

4,000 PSI CLASS A

CONCRETE

℄ MAIN

POLYETHYLENE

SHEETING BETWEEN

ALL PARTS OF CONC.

AND PIPELINE

"W"

UNDISTURBED

GROUND

SECTION A-A'

NTS

HORIZONTAL THRUST DETAIL

NTS

T R

E N

I D

T H

T R

E N

E I G

H T

4 MINIMUM #5 BAR

SPACED EQUALLY

ACROSS TOP OF BEND

6" MIN.

PLAN VIEW

NTS

6" MIN.

MIN. "A" #5 BARS

2" MIN.

MIN. #5 BAR 6"

O.C. EACH WAY

MIN. #5 BARS

12" O.C.

SECTION B-B'

NTS

SECTION C-C'

NTS

UPWARD THRUST DETAIL

NTS

I N

UNDISTURBED

GROUND

1/2 "H"

ELEVATION

NTS

UNDISTURBED

GROUND

"H"

SECTION D-D

NTS

DOWNWARD THRUST DETAIL

NTS

C on su lti ng E ng in ee rs

, L

R A

O C

Checked By:

SHT. OF

Dwg:

Date:

Sheet #:

Dsgn By:

CAD By:

Proj. #:

Revisions:

N ew

S tre et M ac on

, G eo rg ia

) 4

-7

-3

) 4

-7

-4

P ar k A ve nu e N

Ti fto n, G eo rg ia

) 2

-3

-8 w w w

.in gr am en g.

co m

ES&PC#: 0000000884

H W

W a t e r S y s t e m

E x t e n s io n P h a s e o r T h e

J o n e s C o u n t y B o a r d o f C o m m is io n e r s

J o n e s C o u n t y e o r J ia

A I

M O

T H

N EE

I N

PROFESSIONAL

No. 020644

E E

T R

E D

KG & BR

January 2026

1160-092-03

25AMiscellaneous Details

TABLE 132B-1

DIMENSIONS FOR CONCRETE BLOCKING - HORIZONTAL THRUST

BEND

PIPE SIZE

(IN.)

45°

90°

TEE

BRANCHES,

PLUGS & CAPS

(ALL CIRCUM-

STANCES)

"W"

(FT.)

1.0

2.0

1.0

2.0

3.0

1.5

2.0

3.0

4.0

1.75

2.0

4.0

5.0

1.5

2.0

3.0

4.0

"L"

(FT.)

2.0

3.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

6.0

2.5

3.0

6.0

7.0

8.0

2.0

3.0

4.0

5.0

7.0

"H"

(FT.)

1.0

2.0

3.0

1.0

2.0

3.0

1.5

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

7.0

1.75

2.0

4.0

5.0

6.0

VOLUME

(CY)

0.04

0.05

0.1

0.3

0.5

0.05

0.1

0.3

0.6

1.0

0.11

0.3

0.7

1.4

2.6

0.2

0.4

2.1

3.1

5.3

0.13

0.3

0.8

1.5

3.9

22 1/2°

11 1/4°

TABLE 132B-2

CONCRETE REQUIRED TO RESIST UPWARD THRUST

"A"

BEND

PIPE SIZE

(IN.)

VOLUME

(CY)

0.3

0.5

1.4

2.4

3.8

0.7

1.2

2.7

4.8

7.4

1.2

2.2

4.9

8.8

13.7

1.8

3.1

7.0

12.4

19.4

NO. OF

VERT. BARS

REQ'D.

45°

90°

22 1/2°

11 1/4°

PIPE SIZE

(IN.)

TABLE 132B-3

DIMENSIONS FOR CONCRETE BLOCKING FOR BENDS - DOWNWARD THRUST

BEND

"W"

(FT.)

1.0

2.0

1.0

2.0

3.0

1.5

2.0

3.0

4.0

1.75

2.0

4.0

5.0

"L"

(FT.)

2.0

3.0

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

8.0

2.5

3.0

6.0

7.0

8.0

"H"

(FT.)

1.0

2.0

3.0

1.0

2.0

3.0

1.5

2.0

3.0

4.0

5.0

2.0

3.0

4.0

5.0

7.0

VOLUME

(CY)

0.04

0.05

0.1

0.3

0.5

0.05

0.1

0.3

0.6

1.0

0.11

0.3

0.7

1.4

2.8

0.2

0.4

2.1

3.1

5.3

45°

90°

22 1/2°

11 1/4°

NOTES:

1. THRUST BLOCK DIMENSIONS ARE BASED ON 2,000 PSF SOIL BEARING

PRESSURE AND 250 PSI TEST PRESSURE. ACTUAL INSIDE DIAMETER OF

DUCTILE IRON PIPE CLASS 52 USED AS STANDARD.

2. SOIL CONDITIONS SHALL BE VERIFIED BY ENGINEER BEFORE THRUST BLOCK

IS CONSTRUCTED. WHERE SOIL BEARING PRESSURE IS LESS THAN 2,000 PSF,

THRUST BLOCK BEARING AREA SHALL BE INCREASED APPROPRIATELY.

3. ALL CONCRETE SHALL BE CLASS A, 3000 PSI.

AutoCAD SHX Text N.T.S.

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%%UTYPICAL THRUST BLOCKS LOCATIONS DETAIL

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VARIES

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DEPTH

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%%UDETAIL - DITCH CROSSING

AutoCAD SHX Text N.T.S.

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PVC WATER MAIN

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PVC WATER MAIN

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL USE CONTRACTOR SHALL USE RESTRAINING GLANDS ON ALL DUCTILE IRON PIPE JOINTS. 2. CONTRACTOR SHALL USE THRUST CONTRACTOR SHALL USE THRUST BLOCKING ON ALL BENDS & FITTINGS 3. SEE SITE PLAN FOR LOCATION(S) SEE SITE PLAN FOR LOCATION(S) OF CREEK CROSSING(S).

AutoCAD SHX Text

D.I. BENDS AS NECESSARY TO MEET MINIMUM COVER REQUIREMENTS (TYP.)

AutoCAD SHX Text CONCRETE THRUST COLLAR - TYPICAL BOTH SIDES (SEE DETAIL FOR WATER MAIN TERMINATION - SHEET 13)

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PROPOSED DUCTILE IRON PIPE (TYPICAL)

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CREEK BOTTOM

AutoCAD SHX Text 18" THICK RIP RAP STONE (TYPE 3) ON A GEOTEXTILE FILTER FABRIC (TURN-DOWN ENDS - SPEC SECTION 02125)

AutoCAD SHX Text

GEOTEXTILE FABRIC

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COMPACTED BACKFILL ALONG RESTRAINED JOINT PIPE (TYP.)

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THRUST BLOCK DETAIL 2/11/26

File details come from the government source that posted it. Updated Apr 30, 2026.