Addendum #1 - Revised Bid Date

ADDENDUM #1

April 15, 2022

PROJECT: Bethel Church Road Waterline Relocation

OWNER: Putnam County Board of Commissioners

BID DATE: Bid Date – Thursday, April 21, 2022 at 2:00 P.M.

Revised Bid Date (Per Addendum #1) – Thursday, April 28, 2022 at 2:00 P.M.

Please be advised the following has changed:

1. CONTRACT DOCUMENTS, SECTION 00410 - BID FORM

a. A revised Bid Form has been issued to reflect the changes shown and described in this addendum.

b. Alternate bid items have been included under the following sections:

B) Modified Pipe Material C) Highway 441 Jack & Bore

c. Line items for “Water Meter Vault Removal Complete” and “Water Meter Vault

Complete” have been replaced with the single line item “Water Meter & Valve Vault Relocation Complete” in the attached revised Bid Form to better reflect the scope of work, which includes but is not limited to the following:

Excavation, demolition, hauling, and disposal of existing meter vault and all appurtenances

Import fill material to backfill existing meter pit Excavation, trenching, and backfill required for proposed relocated meter pit, piping, valves, and fittings (per lump sum extents on Detail Sheet C2.0)

Installation of all valves, meters, piping, fittings, etc.

Vault bedding material Concrete vault box, including all forms, reinforcement, and accessories Access hatch Testing and disinfection All other ancillary items required to remove the existing vault and provide a new, complete, and operational system as described in the plans, details, and specifications

2. TECHNICAL SPECIFICATIONS, SECTION 01025 – MEASUREMENT & PAYMENT

a. See attached revised Section 01025 – Measurement & Payment for modifications to the scope of work for “Water Meter & Valve Vault Relocation Complete” line item.

b. Measurement and Payment for Flowable Fill shall be on a lump sum basis as shown in the revisions to Section 01025 – Measurement & Payment.

c. Measurement and Payment for Clearing & Grubbing shall be on a per acre basis as shown in the revisions to Section 01025 – Measurement & Payment.

3. CONSTRUCTION PLANS, SHEETS C1.0 - C1.2 & C2.0

d. Proposed connections to the existing water main have changed to be cut-in bends.

e. The proposed jack and bore crossing has been relocated to the intersection of

Bethel Church Road and US Highway 441. See the attached revised Plan Sheets showing the location change as well as other modifications to the proposed improvements.

f. Location and layout for the proposed relocated water meter & valve vault has changed (see attached revised Plan Sheet C1.2 and Detail Sheet C2.0).

All bidders shall acknowledge receipt of all addenda issued where indicated on the bid sheets. (SECTION 00410 – Bid Form, Page 2)

ATTENTION

ALL BIDDERS SHALL SIGN IN THE SPACE PROVIDED ON THE ENCLOSED REVISED BID

SHEET(S) TO INDICATE RECEIPT OF THIS ADDENDUM.

BIDDERS ARE ADVISED THAT IT IS THEIR RESPONDIBILITY TO VERIFY THAT ANY AND ALL

ADDENDA HAVE BEEN RECEIVED PROPR TO SUBMISSION OF THE BID. IN CASE ANY

BIDDER FAILS TO ACKNOWLEDGE RECEIPT OF ANY SUCH ADDENDA IN THE SPACE

PROVIDED ON THE BID FORM, THE BID WILL NEVERTHELESS BE CONSTURED AS THOUGH

THE BIDDER HAS RECEIVED AND ACKNOWLEDGED ALL SUCH ADDENDA, AND THE

SUBMISSION OF THE BID WILL CONSTITUTE ACKNOWLEDGEMENT AND RECEIPT OF SAME.

END ADDENDUM

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SECTION 00410

BID FORM

PROJECT IDENTIFICATION:

Bethel Church Road Waterline Relocation

CONTRACT IDENTIFICATION AND NUMBER:

P0001.002

THIS BID IS SUBMITTED TO:

Putnam County Board of Commissioners 117 Putnam Dr #A Eatonton, GA 31024

THIS BID IS SUBMITTED FROM:

Bidder: ____________________________________

Address: ___________________________________

Phone: ____________________________________

State of Georgia Utility Contractor's License No.: __________________________

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and

Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the day of Bid opening. Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen days after the date of Owner's Notice of Award.

3. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that:

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(a) Bidder has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged):

Date Addendum Number

(b) Bidder has familiarized itself with the nature and extent of the Contract

Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work.

(c) Bidder has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions, and accepts the determination set forth in paragraph 4.2.1 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which Bidder is entitled to rely.

(d) Bidder has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests and studies (in addition to or to supplement those referred to in

(c) above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as Bidder considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by Bidder for such purposes.

(e) Bidder has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, ESG Engineering, Inc. 00410 - 3 explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by Bidder in order to perform and furnish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.3 of the General Conditions.

(f) Bidder has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents.

Bidder has given Engineer written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder.

(g) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with an agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

(h) Bidder agrees to commence work under this Agreement on or before a date to be specified in a written "Notice to Proceed" of the Owner.

(i) Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

4. Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

BID FORM BEGINS ON PAGE 4

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A) BASE BID: Bethel Church Road Waterline Relocation

The Contractor is directed to Section 01025 “Measurement and Payment” for the methods and limits for payments to the contractor for the pay items listed below:

BASE BID

Item No.

Qty. Unit Description Unit Price Total Price

1 200 CY Rock Removal - Base Cost $ 60.00 $ 12,000.00

2 200 CY Rock Removal - Premium Cost

3 1.30 AC Clearing & Grubbing

4 1,800 LF 12" C-900 PVC Water Main (Open Cut)

5 1 EA 3-Way Fire Hydrant Assembly

6 1 EA 6" Gate Valve w/ Box

7 1 EA 12" Gate Valve w/ Box

8 500 LB C-153 Compact Ductile Iron Fittings

9 2 EA Cut & Cap Existing 12" Water Main

10 2 EA Connect to Existing 12" Water Main

11 1 EA Remove Existing Fire Hydrant

12 1 LS Flowable Fill

13 1 LS

Water Meter & Valve Vault Relocation Complete

14 1 LS Erosion Control

15 1 LS Traffic Control

16 1 LS Supplemental Work Allowance (SWA) $ 20,000.00 $ 20,000.00

TOTAL BASE BID AMOUNT:

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B) ALTERNATE BID ITEMS: Modified Pipe Material

i. Bidder will provide the following Alternate Bid items for consideration by the Owner for award. The Alternate Bid items are provided to account for all costs associated with providing and installing the proposed water line relocation as 12” Ductile Iron Pipe in accordance with the plans and specifications. The Alternate Bid items replace the corresponding items in the base bid (i.e. Alternate item ALT-4 replaces Base Bid item 4).

The Bidder shall complete the below alternate price bid form for the total cost of the work under each item description. Total change in bid amount due to Alternate Items will be tabulated and considered post bid opening.

ii. The Owner, at their option, will select the low bidder based on the TOTAL BASE BID or the altered TOTAL BASE BID based on utilization of the below Alternate Bid items should the Alternate items be selected. Either all or none of the Alternate Bid (“B”) items will be utilized based on the Owner’s selection of the Base Bid or modified cost due to alternate items.

iii. All costs for work associated with Alternate Bid items that is necessary for a complete and functional job that is not specifically included as an Alternate Bid item shall be included in the Alternate Bid item unit price of the bidder’s choice. No additional payment will be made for such work.

B) ALTERNATE BID ITEMS: Modified Pipe Material

No.

Qty. Unit Description Unit Price Total Price

ALT-4 1,800 LF 12" Ductile Iron Water Main (Open Cut)

C) ALTERNATE BID ITEMS: Highway 441 Jack & Bore

i. Bidder will provide the following Alternate Bid items for consideration by the Owner for award. The Alternate Bid items are provided to account for all costs associated with providing and installing the 12” water main under US Highway 441/SR 24, including but not limited to: 12” Water Main (Jack & Bore, Includes 20” Steel Casing), 12” Water Main (Open Cut), 12” Water Main w/ 20” Steel Casing (Open Cut), appurtenances, fittings, valves, and encasement in accordance with the plans and specifications. Water main pipe material shall be either 12” C-900 PVC or 12” Ductile Iron Pipe as chosen and priced by the contractor. Pipe material shall be continuous throughout the project extents except where specifically noted.

ii. The Bidder shall complete the below alternate price bid form for the total cost of the work under each item description. Total change in bid amount due to Alternate Items will be tabulated and considered post bid opening. The Owner, at their option, will select the low bidder based on the TOTAL BASE BID, or the altered TOTAL BASE BID based on utilization of Alternate Bid “B” and/or “C” items should the Alternate Bid items be selected.

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iii. All costs for work associated with Alternate Bid items that is necessary for a complete and functional job that is not specifically included as an Alternate Bid item shall be included in the Alternate Bid item unit price of the bidder’s choice. No additional payment will be made for such work.

C) ALTERNATE BID ITEMS: Highway 441 Jack & Bore

No.

Qty. Unit Description Unit Price Total Price

C-1 30 LF 12" Water Main (Open Cut)

C-2 115 LF

12” Water Main w/ 20" Steel Casing (Open Cut)

C-3 110 LF

12" Water Main (Jack & Bore, Includes 20" Steel Casing)

C-4 1 EA 3-Way Fire Hydrant Assembly

C-5 1 EA 6" Gate Valve w/ Box

C-6 2 EA 12" Gate Valve w/ Box

C-7 1 EA 12" MJ DI Plug

Bidder agrees to furnish all labor, materials, and equipment necessary to construct the Bethel Church Road Waterline Relocation for the Putnam County Board of Commissioners for the sum of:

__ _______ ___ Dollars ($ ______________).

6. Bidder agrees that the Work will be substantially complete and ready for final payment in accordance with paragraph 14.13 of the General Conditions within 120 calendar days after the date when the Contract Times commence to run.

7. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement.

8. The following documents are attached to and made a condition of this Bid:

a. Required Bid Security in the form of 5% of the Bid Total Price.

9. The undersigned further agrees that in case of failure on his part to execute the said contract and the Bond within fifteen (15) consecutive calendar days after written notice being given of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal

ESG Engineering, Inc. 00410 - 7 shall be returned to the undersigned.

10. Communications concerning this Bid shall be addressed to:

ESG Engineering, Inc 6400 Peake Rd Macon, GA 31210

(478) 474- 4996 Attn: Margaret Hildebrand mhildebrand@esgengineering.com

11. Terms used in this Bid which are defined in the General Conditions or Instructions to Bidders will have the meanings indicated in the General Conditions of Instructions.

SUBMITTED on ___________________________________________, 20___.

BIDDER: ___________________________________________________

BY: ___________________________________

TITLE: ___________________________________

STATE CONTRACTOR

LICENSE NO. ___________________________________

ADDRESS: ___________________________________

PHONE: ___________________________________

Seal: (if bid by a Corporation)

END OF SECTION

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SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 SCOPE OF WORK

A. This Section describes the methods by which measurement will be made of the quantities for which payment will be made for the Project.

B. The Bid lists each item of the Project for which payment will be made. No payment will be made for any items other than those listed in the Bid.

C. Required items of work and incidentals necessary for the satisfactory completion of the work which are not specifically listed in the Bid, and which are not specified in this Section to be measured or to be included in one of the items listed in the Bid, shall be considered as incidental to the work and whose cost shall be included in the item of the bidder’s choice. All costs thereof, including Contractor's overhead for costs and profit, shall be considered as included in the lump sum or unit prices bid for the various Bid items. The Contractor shall prepare the Bid accordingly.

D. Work includes furnishing all labor, equipment, tools, and materials which are not furnished by the Owner, and performing all operations required to complete the work satisfactorily, in place, as specified and as indicated on the Drawings.

1.02 MEASUREMENT OF WORK

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

B. Work shall be measured by the Engineer or his representative with assistance from the Contractor prior to preparation of a payment request by the Contractor.

C. Unit quantities that are measured in place shall be measured as they are placed.

The Contractor shall give the Engineer a minimum of two days’ notice for making all required measurements.

D. Materials that must be measured as delivered shall be measured at the time of delivery by the Engineer or his representative; the Contractor shall provide sufficient advance notice so that such measurements can be made.

E. Work necessary for a complete and operational job, such as relocation of mailboxes

ESG Engineering, Inc. 01025 - 2 or fences, removal of trees, removal/hauling/disposal of excess site materials, protection of utilities, relocation of utilities, graveling/maintaining driveways and driving lanes, field engineering, clearing and grubbing, etc., not specifically identified as a pay item shall be included in the unit price bid of the bidder’s choosing. No additional payments will be made for such activities.

1.03 ESTIMATED QUANTITIES

All estimated quantities for unit price items, stipulated in the BID FORM, or other Contract Documents, are approximate and are to be used as a basis for comparing the bids submitted for the Project. The actual amount of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for work and materials will be the actual amount of work done and materials furnished. The Contractor agrees to make no claim for damages, anticipated profits or otherwise on account of any difference between the amounts of work actually furnished and the estimated amounts included in the BID FORM. The Contractor will not be paid for any work which exceeds the quantity set forth in the BID FORM without a change order issued before the work is performed unless specifically ordered in writing by the Engineer.

The Contractor will provide assistance to the Engineer to check quantities and elevations when so requested.

1.04 MEASUREMENT OF QUANTITIES

A. Measurement by Weight – Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

B. Measurement by Volume – Measured by cubic dimension using mean length, width and height or thickness.

C. Measurement by Area – Measured by square dimension using mean length and width or radius.

D. Linear Measurement – Measured by linear dimension, at the item centerline or mean chord.

E. Stipulated Sum/Price Measurement – Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work.

1.05 PROGRESS PAYMENTS

A. Progress payments shall be based on percentage of work complete for lump sum pay items and units installed for unit price pay items.

ESG Engineering, Inc. 01025 - 3

B. All items of Work not specifically listed in the Bid Schedule shall be considered incidental to the construction, and the cost of all such work and material shall be included in the item of the Contractor’s choice.

C. All items listed for measurement and payment shall include all materials, labor, and equipment necessary to successfully and satisfactorily complete Work specified.

D. Payment – The Contractor will receive payment only for the items listed in the Bid Schedule of his contract, and no separate payments will be made for the work under any section of the Contract Documents except as provided for in the Bid Form. Where measurements are required to be made by the Engineer, for the payment of a pay item, the failure of the Contractor to give the adequate notification or failure of the Contractor to give the engineer assistance for the measurement shall result in the forfeiture of payment for the work or item which was not measured.

1.06 SUPPLEMENTAL WORK ALLOWANCE

A. Supplemental Work Allowances (SWA’s) shall be utilized to incorporate cost changes for any additional authorized work into the scope of work up to the amount budgeted in the BID FORM. Contract change orders shall be enforced for contract changes over and above the amount budgeted as SWA. SWA’s shall authorize the Contractor to perform additions to work, but the Contractor shall perform no work until written authorization has been delivered to the Contractor by the Engineer or Owner. Contractor should not expect that any SWA’s will be issued; SWA’s shall be issued at the discretion of the Owner only.

The value of any work covered by a SWA shall be determined in one of the following ways:

1. Where the work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the item involved (subject to the provisions of General Conditions, Article 11, paragraph 11.3 inclusive).

2. By mutual acceptance of a lump sum by Contractor and the Owner.

3. On the basis of the cost of the work plus a Contractor’s Fee for overhead and profit. This basis shall be as established for Change Orders in General Conditions.

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PART 2 – PRODUCTS

2.01 STORED MATERIALS

A. Partial payment shall be made for approved materials stored at the project site, provided invoices for said materials are furnished in accordance with payment request submittal and shop drawings for said materials have been approved.

PART 3 – EXECUTION

3.01 ROCK REMOVAL BASE/PREMIUM

A. Measurement: Measurement for Rock Removal shall be on a per cubic yard basis for a fixed trench width of 4’. Only rock to the depth required for pipeline construction at this width will be paid.

B. Payment: Payment for Rock Removal shall be on the basis of the unit price provided in the BID FORM. Payment shall include removal by any ENGINEER approved means, excavation, hauling and proper disposal of material removed as well as any labor, materials, testing, and equipment required to perform the work in accordance with the Plans and Specifications. Payment shall only be made for rock removal necessary for installation of the proposed utility. A base quantity and stipulated cost are included in the bid form. The quantity provided is the Engineer’s best estimate based on other, comparable work in the area. A separate line item “Rock Removal Premium” is included in the bid form and can be utilized if the Contractor’s bid for “Rock Removal” is greater than the stipulated cost $60.00/CY. If this is the case the Contractor will specify the additional amount over $60.00/CY as the unit price for “Rock Removal Premium” on bid form.

3.02 CLEARING & GRUBBING

A. Measurement: Measurement for Clearing & Grubbing shall be on a per acre basis as shown in the BID FORM.

B. Payment: Payment for Clearing & Grubbing shall be at the unit price provided in the BID FORM and shall include all clearing and grubbing required for tree and vegetation removal, including stumps and roots, to facilitate construction of the proposed improvements. Payment shall include removal, hauling, disposal, and all labor, materials, and equipment required.

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3.03 12” WATER MAIN (OPEN CUT)

A. Measurement: Measurement for 12” Water Main (Open Cut) shall be on a per linear foot basis.

B. Payment: Payment for 12” Water Main (Open Cut) shall be on the basis of the unit price provided in the BID FORM for pipe installed. Payment shall include the cost of the pipe, excavation, bedding, backfill, as well as all labor, materials, testing, and equipment required to properly install the water line in accordance with the plans and specifications.

3.04 12” WATER MAIN (JACK & BORE)

A. Measurement: Measurement for 12” Water Main (Jack & Bore) shall be on a per linear foot basis.

B. Payment: Payment for 12” Water Main (Jack & Bore) shall be on the basis of the unit price provided in the BID FORM for pipe installed. Payment shall include the cost of the pipe, 20” steel casing, spacers, roadway bore, welding and sealing as necessary, excavation, bedding, and backfill, as well as all labor, materials, testing, and equipment required to properly install the water line in accordance with the plans and specifications.

3.05 12” WATER MAIN W/ 20” STEEL CASING (OPEN CUT)

A. Measurement: Measurement for 12” Water Main w/ 20” Steel Casing (Open Cut) shall be on a per linear foot basis.

B. Payment: Payment for 12” Water Main w/ 20” Steel Casing (Open Cut) shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the pipe, 20” steel casing, spacers, welding/connecting to jack & bore casing as necessary, excavation, bedding, and backfill, and all labor, materials, testing, and equipment required to properly install the water line as shown in the construction plans and specifications.

3.06 3-WAY FIRE HYDRANT ASSEMBLY

A. Measurement: Measurement for 3-Way Fire Hydrant Assembly shall be based on the number of fire hydrants that are installed.

B. Payment: Payment for 3-Way Fire Hydrant Assembly shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the hydrant, 6” ductile iron lead, bedding material, restraints/blocking, and all labor, materials, and equipment required to properly install the 3-Way Fire Hydrant Assembly in

ESG Engineering, Inc. 01025 - 6 accordance with the plans and specifications.

3.07 GATE VALVE WITH BOX

A. Measurement: Measurement for Gate Valve with Box shall be based on the number of valves that are installed.

B. Payment: Payment for Gate Valve with Box shall be on the basis of the unit price provided in the BID FORM for valves of various size and shall include the cost of the gate valve, box, stem, cover, and all labor, materials, and equipment required to install the gate valves as shown in the plans and specifications.

3.08 12” MJ DI PLUG

A. Measurement: Measurement for 12” MJ DI Plug shall be on a per each basis.

B. Payment: Payment for 12” MJ DI Plug shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the 12” ductile iron plug, as well as all labor, materials, and equipment required.

3.09 DUCTILE IRON FITTINGS

A. Measurement: Measurement for Ductile Iron Fittings shall be on a per pound basis.

B. Payment: Payment for Ductile Iron Fittings shall be on the basis of the unit price provided in the BID FORM and shall include all bends, joints, transitions, crosses, tees, wyes, couplings/adaptors, as well as all labor, materials, testing, and equipment required.

3.10 CONNECT TO EXISTING WATER MAIN

A. Measurement: Measurement for Connect to Existing Water Main shall be based on the number of connections made.

B. Payment: Payment for Connect to Existing Water Main shall be on the basis of the unit price provided in the BID FORM and shall include the cost of the cut-in ductile iron bend, coupling/joints as necessary, and all labor, materials, testing, and equipment required to properly connect to the existing water lines as shown on the plans and in the specifications.

3.11 CUT & CAP EXISTING WATER MAIN

A. Measurement: Measurement for Cut & Cap Existing Water Main shall be based

ESG Engineering, Inc. 01025 - 7 on the number of water mains that are cut & capped.

B. Payment: Payment for Cut & Cap Existing Water Main shall be on the basis of the unit price provided in the BID FORM and shall include the cost of cutting the existing pipe, ductile iron cap, and all labor, materials, and equipment required to cap existing water lines as shown on the construction plans.

3.12 FLOWABLE FILL

A. Measurement: Measurement for Flowable Fill shall be on a lump sum basis as shown in the BID FORM.

B. Payment: Payment for Flowable Fill shall be on the basis of the lump sum price provided in the BID FORM and shall include the cost of all labor, materials, and equipment required to properly grout fill and abandon existing water lines in accordance with the plans and specifications.

3.13 REMOVE EXISTING FIRE HYDRANT

A. Measurement: Measurement for Remove Existing Fire Hydrant shall be based on the number of fire hydrants that are removed.

B. Payment: Payment for Remove Existing Fire Hydrant shall be on the basis of the unit price provided in the Bid Form and shall include the cost of removal, hauling, and disposal of existing fire hydrants, and all labor, materials, and equipment required.

3.14 WATER METER & VALVE VAULT RELOCATION COMPLETE

A. Measurement: Measurement for Water Meter & Valve Vault Relocation

Complete shall be on a lump sum basis as shown in the Bid Form.

B. Payment: Payment for Water Meter & Valve Vault Relocation Complete shall be at the lump sum price provided in the Bid Form. Payment shall include all labor, materials, and equipment required to demolish the existing meter vault and relocate/reconstruct the proposed meter vault and all associated valves, meters, piping, etc. - including but not limited to:

Excavation, demolition, hauling, and disposal of existing meter vault and all appurtenances Import fill material to backfill existing meter pit Excavation, trenching, and backfill required for proposed relocated meter pit, piping, valves, and fittings (per lump sum extents on Detail Sheet C2.0)

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Installation of all valves, meters, piping, fittings, etc.

Vault bedding material Concrete vault box, including all forms, reinforcement, and accessories Access hatch Testing and disinfection All other ancillary items required to remove the existing vault and provide a new, complete, and operational system as described in the plans, details, and specifications

3.15 EROSION CONTROL

A. Measurement: Measurement for Erosion Control shall be on a lump sum basis as shown in the Bid Form.

B. Payment: Payment for Erosion Control shall be on a lump sum basis for the specified site and shall include the cost of silt fence, hay bales, check dams, construction entrance/exit, inlet protection, temporary and permanent grassing (including replanting of any and all riparian grasses and grasses within stream buffers), mulching, and all labor, materials, and equipment required.

3.16 TRAFFIC CONTROL

A. Measurement: Measurement for Traffic Control shall be on a lump sum basis as shown in the Bid Form.

B. Payment: Payment for traffic control shall be at the lump sum price given in the bid Form and shall include all labor, materials, and equipment required to adhere to the latest MUTCD standards published by the FHWA during construction, as well as county standards and recommendations.

END OF SECTION

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WATER LINE

RELOCATION PLAN

±340 LF 12" C-900 PVC

WATER MAIN

20020 40

SCALE: 1" = 20'

BETHEL CHURCH ROAD NE (40' R/W)

MADISON RD / US 441 (100' R/W)

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PARCEL ID 066 026

BRYANT CHRISTOPHER A & JONATHAN W

PARCEL ID 066 022

N/F TRICE ELLEN R

EX. R/W LINE

EX. R/W LINE

EX. R/W LINE

EXISTING 30' POWER EASEMENT

GROUT FILL AND ABANDON

EX. 12" WATER MAIN

CUT & CAP EX. 12"

WATER MAIN

5'-0" (TYP.)

REQUIRED GDOT R/W

REQUIRED GDOT R/W

BETHEL CHURCH ROAD

(TO BE DEMOLISHED/REALIGNED BY GDOT)

EX. 6" PE GAS MAIN

EX. 6" PE GAS MAIN

EX. 12" WATER LINE

CONSTRUCTION NOTES:

1. LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD-LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DEVIATIONS FROM PLANS.

2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND UTILITY OWNER OF ANY DAMAGED UTILITIES AND SHALL REPAIR IMMEDIATELY AT THEIR OWN EXPENSE.

3. CONTRACTOR SHALL PROVIDE CONTINUOUS WATER SERVICE TO TECHNOLOGY PARK. CONSTRUCTION

STAGING COULD BE AS FOLLOWS:

3.1. CONSTRUCT NEW MAIN AND METER & VALVE VAULT

3.2. CONDUCT ALL TESTING AND DISINFECTION REQUIRED

3.3. ISOLATE EXISTING LINE USING VALVES ON BOTH ENDS OF LINE

3.4. CUT-IN CONNECTIONS TO EXISTING MAIN & ABANDON EXISTING LINE

3.5. OPEN VALVES TO RESTORE SERVICE TO TECHNOLOGY PARK

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL OPERATIONS, DEVICES, PROCEDURES, AND PERSONNEL. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF VEHICULAR TRAFFIC AT ALL TIMES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING OF ALL EXISTING VEGETATION ALONG THE PROPOSED WATER MAIN ROUTE AND SHALL HAUL OFF REMOVED VEGETATION. NO BURNING ON SITE WILL

BE ALLOWED.

6. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY TO PROTECT POWER POLES IN PLACE AND

RELOCATE ANY CONFLICTING GUY WIRES.

*INDICATES WORK TO BE INCLUDED AS ALTERNATE BID ITEM UNDER SECTION 00410 - BID FORM. PIPE MATERIAL FOR C) ALTERNATE BID ITEMS: HIGHWAY 441 JACK & BORE SHALL BE EITHER C-900 PVC OR DUCTILE IRON PIPE AS

CHOSEN AND PRICED BY THE CONTRACTOR (SEE SECTION 00410 - BID FORM).

EROSION & SEDIMENT CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL PLACE TEMPORARY AND PERMANENT GRASSING ON ALL DISTURBED PERVIOUS AREAS.

3. CONTRACTOR SHALL INSTALL DOUBLE-ROW SILT FENCE ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED

PERVIOUS AREAS.

4. CONTRACTOR SHALL INSTALL ROCK CHECK DAMS AT 2' VERTICAL INTERVALS WHERE PROPOSED WATER LINE

CONSTRUCTION DISTURBS ROADSIDE DRAINAGE DITCHES.

EX. R/W LINE

EXISTING 30' POWER EASEMENT

EX. TREELINE

(APPROX. LOCATION)

EX. TREELINE

(APPROX. LOCATION)

RETAIN EX. FIRE HYDRANT

IN PLACE

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CUT-IN 12" RJ DI 45° BEND

(USE EXISTING GATE VALVE APPROX.

750' BEYOND FOR ISOLATION)

MADISON RD / US 441 (100' R/W)

RETAIN EX. 12" WATER

MAIN IN PLACE

±110 LF JACK & BORE 12" WATER MAIN

W/ 20" STEEL CASING (0.25" MIN. WALL THICKNESS)*

±20 LF 12" WATER MAIN*

12" MJ DI PLUG*

FIRE HYDRANT ASSEMBLY, INCL:

· 3-WAY FIRE HYDRANT *

· ±5 LF 6" DI HYDRANT LEAD *

· 6" GATE VALVE W/ BOX *

· 6"x12" RJ DI TEE *

12" GATE VALVE W/ BOX*

CONNECT JACK & BORE 20" STEEL

CASING TO OPEN-TRENCH 20" STEEL

CASING BY WELDING AT ENDS*

5'-0"

±115 LF 12" WATER MAIN

W/ 20" STEEL CASING (0.25" MIN. WALL THICKNESS)*

REQUIRED GDOT R/W

EX. TREELINE

(APPROX. LOCATION)

EX. ROADWAY

CULVERT

EX. FIBER CABLES

12" GATE VALVE W/ BOX*

EX. R/W LINE

±5 LF 12" WATER MAIN*

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REENIGNE NIVAG.B

A

DERETSIGER

A

IGROEG

PROFESSIONAL

NO. 28694

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Fa x:

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EML

CJB

APR 2022

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

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C1.1

1" = 20'

WATER LINE

RELOCATION PLAN

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1.0

MADISON RD / US 441 (100' R/W)

PARCEL ID 066 026

BRYANT CHRISTOPHER A

& JONATHAN W

REQUIRED GDOT R/W

EX. R/W LINE

EX. R/W LINE

EX. DRIVEWAY

CULVERT

PARCEL ID 067 009003

PUTNAM DEVELOPMENT AUTHORITY

REQUIRED GDOT R/W

EX. DRAINAGE SWALE

FUTURE GRADE = ±591.50 (BY OTHERS)

MAINTAIN MIN. 4' COVER

EX

. P

RO

PE

RT

Y

LI

NE

EX. 12" WATER LINE

EX. 12" WATER LINE

±620 LF 12" C-900 PVC

WATER MAIN

5'-0" (TYP.)

GROUT FILL AND ABANDON

EX. 12" WATER MAIN

PROP. 42" F.E.S.

INV = 591.83 (BY OTHERS)

CONSTRUCTION NOTES:

1. LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD-LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DEVIATIONS FROM PLANS.

2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND UTILITY OWNER OF ANY DAMAGED UTILITIES AND SHALL REPAIR IMMEDIATELY AT THEIR OWN EXPENSE.

3. CONTRACTOR SHALL PROVIDE CONTINUOUS WATER SERVICE TO TECHNOLOGY PARK. CONSTRUCTION

STAGING COULD BE AS FOLLOWS:

3.1. CONSTRUCT NEW MAIN AND METER & VALVE VAULT

3.2. CONDUCT ALL TESTING AND DISINFECTION REQUIRED

3.3. ISOLATE EXISTING LINE USING VALVES ON BOTH ENDS OF LINE

3.4. CUT-IN CONNECTIONS TO EXISTING MAIN & ABANDON EXISTING LINE

3.5. OPEN VALVES TO RESTORE SERVICE TO TECHNOLOGY PARK

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL OPERATIONS, DEVICES, PROCEDURES, AND PERSONNEL. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF VEHICULAR TRAFFIC AT ALL TIMES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING OF ALL EXISTING VEGETATION ALONG THE PROPOSED WATER MAIN ROUTE AND SHALL HAUL OFF REMOVED VEGETATION. NO BURNING ON SITE WILL

BE ALLOWED.

6. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY TO PROTECT POWER POLES IN PLACE AND

RELOCATE ANY CONFLICTING GUY WIRES.

EROSION & SEDIMENT CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL PLACE TEMPORARY AND PERMANENT GRASSING ON ALL DISTURBED PERVIOUS AREAS.

3. CONTRACTOR SHALL INSTALL DOUBLE-ROW SILT FENCE ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED

PERVIOUS AREAS.

4. CONTRACTOR SHALL INSTALL ROCK CHECK DAMS AT 2' VERTICAL INTERVALS WHERE PROPOSED WATER LINE

CONSTRUCTION DISTURBS ROADSIDE DRAINAGE DITCHES.

EX. TREELINE

(APPROX. LOCATION)

EX. TREELINE

(APPROX. LOCATION)

EXISTING 30' POWER EASEMENT

EXISTING 30' POWER EASEMENT

EXISTING 20' UTILITY EASEMENT

EX. 6" PE GAS MAIN

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MADISON RD / US 441 (100' R/W)

EX. ROADWAY

CULVERT

EX. R/W LINE

EX. R/W LINE

EX. FIBER CABLES

EXISTING 20' UTILITY EASEMENT

200 40

SCALE: 1" = 20'

5'-0" (TYP.)

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REENIGNE NIVAG.B

A

DERETSIGER

A

IGROEG

PROFESSIONAL

NO. 28694

R T H U

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P ea ke R d M ac on

, G A

Ph

8)

-4

Fa x:

(4

) 4

-5

EML

CJB

APR 2022

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

SHEET NO:

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C1.2

1" = 20'

WATER LINE

RELOCATION PLAN

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200 40

SCALE: 1" = 20'

PARCEL ID 067 009003

PUTNAM DEVELOPMENT AUTHORITY

PARCEL ID 067 009003

PUTNAM DEVELOPMENT AUTHORITY

EX. TECHNOLOGY PARK

ENTRANCE SIGN

(TO BE RELOCATED)REMOVE EX.

FIRE HYDRANT

EX. LIGHT

POLE (TYP.)

EXISTING FENCE

±120 LF 12" C-900 PVC

WATER MAIN

FIRE HYDRANT ASSEMBLY, INCL:

· 3-WAY FIRE HYDRANT

· ±5 LF 6" DI HYDRANT LEAD

· 6" GATE VALVE W/ BOX

· 6"x12" RJ DI TEE

GROUT FILL AND ABANDON

EX. 12" WATER MAIN

CUT-IN 12" RJ DI 45° BEND

(EX. GATE VALVE 300' BEYOND TO

ISOLATE LINE FOR CONNECTION)

5'-0"

(TYP.)

CONSTRUCT METER VAULT & METERS, VALVES,

PIPING, APPURTENANCES, & FITTINGS

(SEE DETAIL ON SHEET C2.0)

EX. STONE COLUMNS

(APPROX. LOCATION -

TO BE RELOCATED)

REQUIRED GDOT R/W

REQ'D GDOT R/W

12" GATE VALVE W/ BOX

EX. 6" PE GAS MAIN

EX. 6" PE GAS MAIN

EX

. 4

" P E

G

AS

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REMOVE EXISTING VALVES, METERS,

PIPING, & VAULT BOX, AND BACKFILL

TO MATCH EXISTING GRADE

TEC

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G

Y PAR

KW

AY

(PR

IVATE D

R

IVE)

CONSTRUCTION NOTES:

1. LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD-LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DEVIATIONS FROM PLANS.

2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER AND UTILITY OWNER OF ANY DAMAGED UTILITIES AND SHALL REPAIR IMMEDIATELY AT THEIR OWN EXPENSE.

3. CONTRACTOR SHALL PROVIDE CONTINUOUS WATER SERVICE TO TECHNOLOGY PARK. CONSTRUCTION

STAGING COULD BE AS FOLLOWS:

3.1. CONSTRUCT NEW MAIN AND METER & VALVE VAULT

3.2. CONDUCT ALL TESTING AND DISINFECTION REQUIRED

3.3. ISOLATE EXISTING LINE USING VALVES ON BOTH ENDS OF LINE

3.4. CUT-IN CONNECTIONS TO EXISTING MAIN & ABANDON EXISTING LINE

3.5. OPEN VALVES TO RESTORE SERVICE TO TECHNOLOGY PARK

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL OPERATIONS, DEVICES, PROCEDURES, AND PERSONNEL. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF VEHICULAR TRAFFIC AT ALL TIMES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING OF ALL EXISTING VEGETATION ALONG THE PROPOSED WATER MAIN ROUTE AND SHALL HAUL OFF REMOVED VEGETATION. NO BURNING ON SITE WILL

BE ALLOWED.

6. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY TO PROTECT POWER POLES IN PLACE AND

RELOCATE ANY CONFLICTING GUY WIRES.

EROSION & SEDIMENT CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. CONTRACTOR SHALL PLACE TEMPORARY AND PERMANENT GRASSING ON ALL DISTURBED PERVIOUS AREAS.

3. CONTRACTOR SHALL INSTALL DOUBLE-ROW SILT FENCE ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED

PERVIOUS AREAS.

4. CONTRACTOR SHALL INSTALL ROCK CHECK DAMS AT 2' VERTICAL INTERVALS WHERE PROPOSED WATER LINE

CONSTRUCTION DISTURBS ROADSIDE DRAINAGE DITCHES.

EX. ELECTRICAL

PEDESTAL (TYP.)

EX. TREELINE

(APPROX. LOCATION)

EX. TREELINE

(APPROX. LOCATION)

EX. UNDERGROUND POWER

(APPROX. LOCATION)

EX. 12" WATER LINE

EX. ELECTRICAL PEDESTAL

(APPROX. LOCATION)

EX. PROPERTY LINE

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CUT & CAP EX.

12" WATER MAIN

EX. R/W LINE

MADISON RD / US 441 (100' R/W)

PARCEL ID 067 009003

PUTNAM DEVELOPMENT AUTHORITY

EX. R/W LINE

EX. 12" WATER LINE

EX. 12" WATER LINE

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1.1

±620 LF 12" C-900 PVC

WATER MAIN

REQUIRED GDOT R/W REQUIRED GDOT R/W

5'-0" (TYP.)

GROUT FILL AND ABANDON

EX. 12" WATER MAIN

EX. 6" PE GAS MAIN

PARCEL ID 067 009003

PUTNAM DEVELOPMENT AUTHORITY

EX. TREELINE

(APPROX. LOCATION)

EX. TREELINE

(APPROX. LOCATION)

EXISTING 20' UTILITY EASEMENT

EXISTING 20' UTILITY EASEMENT

EXISTING 10' UTILITY EASEM

ENT

12" RJ DI 45° BEND

15' PERM. UTILITY EASEMENT

PARCEL ID 067 009003

PUTNAM DEVELOPMENT

AUTHORITY

EX

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C

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±50 LF 12" C-900

PVC WATER MAIN

±20 LF 12" C-900

PVC WATER MAIN

PROP. E.R. SNELL

DRIVEWAY

5'-0" (TYP.)

PARCEL ID 067 009003

PUTNAM DEVELOPMENT

AUTHORITY

5' TEMP. CONSTRUCTION ESM'T

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REENIGNE NIVAG.B

A

DERETSIGER

A

IGROEG

PROFESSIONAL

NO. 28694

R T H U

R

P ea ke R d M ac on

, G A

Ph

8)

-4

Fa x:

(4

) 4

-5

EML

CJB

APR 2022

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

SHEET NO:

BID SET

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C2.0

AS NOTED

CONSTRUCTION

DETAILS

N.T.S.

NOTES:

1. FIRE HYDRANT ASSEMBLIES INCLUDE ALL ITEMS SHOWN

INCLUDING TEE WITH THRUST BLOCK.

2. FIRE HYDRANTS TO BE M&H, MODEL 129,

AMERICAN-DARLING B-84-B, OR MULLER CENTURION 250.

3. HYDRANTS SHALL MEET THE STANDARDS OF AWWA C502

FOR 200 PSI WORKING PRESSURE.

4. HYDRANT BODY TO BE PAINTED RED PER CITY OF

EATONTON/PUTNAM COUNTY COLOR CODING.

N.T.S.

PROFILE - WATER LINE CONFLICT

N.T.S.

DETAIL - VALVE SETTING & BOX

18" SQ.

BRICK

CONCRETE

ADJUSTABLE VALVE BOX

VALVE CROSS OR TEE

16" MIN.

4' MIN. WATER MAIN

6" GATE VALVE W/BOX

CRUSHED GRAVEL ALL

AROUND FIRE HYDRANT

FINISHED GRADE

45° D.I. MJ BEND

(TYPICAL 4

REQUIRED)

EXISTING PIPE

PROPOSED

RELOCATED

WATER LINE

SIZE VARIES

24"

MIN

24"

MIN

18" MIN

NOTES:

1. ALL FITTINGS SHALL BE PROPERLY BLOCKED OR TIE-RODDED AS REQUIRED TO

ENSURE SUFFICIENT ANCHORAGE OF THE PIPING.

2. PROVIDE SUFFICIENT BACKFILL AND COMPACTION OVER WATER LINE TO ENSURE

PROTECTION OF THE PIPE.

DETAIL - TYPICAL FIRE HYDRANT SETTING

VALVE BOX COLLAR DETAIL FOR UNDERGROUND

VALVES IN UNPAVED AREAS

VALVE BOX

2" ABOVE GRADE

18" x 18" x 8"

8" CONC.

METER VAULT & PIPING DETAIL

1/2" = 1'-0"

PLAN

SECTION A

10'-0"

10'-0"

6" GATE VALVE

W/ BOX

6" RJ DI 90° BEND

12"x6" RJ DI

REDUCER

SERIES 774 DOUBLE-CHECK VALVE

ASSEMBLY (BY WATTS)

6" HP TURBINE METER

(BY NEPTUNE)

6" HP PROTECTUS III FIRE SERVICE METER

W/ 1-1/2" T-10 BYPASS (BY NEPTUNE)

6" GATE VALVE

W/ BOX12"x6" RJ DI

REDUCER

6" GATE VALVE

W/ BOX

6" GATE VALVE

W/ BOX

6" RJ DI 90° BEND

SERIES 774 DOUBLE-CHECK VALVE

ASSEMBLY (BY WATTS)

SERIES 774 DOUBLE-CHECK VALVE

ASSEMBLY (BY WATTS)

6" HP TURBINE METER

(BY NEPTUNE)

8'-0" 32"

12" (TYP.)

24" #57 STONE

EX. GRADE

12"x6" RJ DI TEE 12"x6" RJ DI

REDUCER

6" GATE VALVE

W/ BOX

12"x6" RJ DI TEE

12"x6" RJ DI

REDUCER

6" GATE VALVE

W/ BOX32"

12" MIN

23"

5'-6"

17"

FLOW

FLOW

FLOW

48"x48" DOUBLE-LEAF

ACCESS HATCH

48"x48" DOUBLE-LEAF

ACCESS HATCH

48"x48" DOUBLE-LEAF

ACCESS HATCH

EXTENTS FOR "WATER METER & VALVE

VAULT RELOCATION COMPLETE"

LUMP SUM PAY ITEM

12"x6" RJ DI TEE12"x6" RJ DI TEE

12"12"

6" MIN.

A D

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4/

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EX. GRADE

A C2.0

A C2.0