448_10A Addendum No_ 2.pdf

ADDENDUM NO. 2 Page 1 of 5 1/10/2025

CITY OF ELBERTON

SPLASH PAD FACILITY

Engineer’s Project No. 448-10A

ADDENDUM NO. 2

January 10, 2025

Bid Opening: 10:00 AM on January 15, 2024

This ADDENDUM is issued to institute the included changes and/or deletions to the Drawings and Specifications for the SPLASH PAD FACILITY project and hereby becomes a part of said Drawings and Specifications.

Where an item on the original Drawings and Specifications is amended, voided, or superseded by a modification contained in the ADDENDUM, the provisions of such item not specifically amended, voided, or superseded shall remain in effect.

TO ALL BIDDERS: The bidding documents are hereby modified as follows:

PROJECT MANUAL

Replace – Section FP Agreement with Section FM Agreement Add - Section 10810 – Bathrooms, Locker Rooms, and Showers

DRAWINGS

Replace Drawing sheets 13, 14, 15, and 16 with revised.

QUESTIONS AND ANSWERS

1. The site drawings do not show a temporary security fence. However, there is an existing fence. Can we use the existing fence and install some openings to secure the site?

The existing fence may be used as a security fence during construction. The Contractor will be responsible for any modifications needed for the fence and the demolition of the fence upon the conclusion of the project.

2. Page 16 does not show a drain in the pit. Will this be required?

No drain is required in the pit. The pit is sloped down at a rate of 0.125" per foot to facilitate the use of a sump pump per call out on sheets 13 and 14.

3. On page 13, the window details for Window F and Window G show two of each required, but the floor plan only shows one of each. Where is the second window located?

Quantities are 1 each per detail on sheet 13.

ADDENDUM NO. 2 Page 2 of 5 1/10/2025

4. Will there be access to the attic space? It is not shown on the drawings.

See drawings and details on sheet 15.

5. There is no ceiling detail provided. Will one be issued?

See drawings and details on sheet 15.

6. Page 16 does not show a water fountain. Is one required?

A stub out and valve should be installed on the waterline for future connection per callout on sheet 16.

7. On page 16, under the accessory schedule, Item #19 indicates a baby changing station, but it is not located on the drawings. How many baby changing stations are required?

One changing station per restroom is required.

8. On page 16, the floor drains in the building appear to be connected to the roof drains and draining out to grade. Is this correct and allowable?

The floor drains in the covered patio, outside showers, and concessions area are connected to roof drain system and are allowed. All other floor drains are connected to SS lines.

9. On page 16, there are four showers shown. Could the two showers in each restroom be deleted and the space converted into changing rooms?

The two interior showers, one in each restroom, should be included in the bid estimate.

10. The electrical conduit specifies aluminum. Can PVC be used instead to reduce costs?

No.

11. The restrooms set for demolition are they functional? Can they be used during the construction process?

The status of the existing restrooms is unknown. The Owner can turn on the water to the restrooms and, if they are functional, the contractor may use the restrooms during construction. If the restrooms are not functional, the Contractor may still use the restrooms if preferred, but any needed repairs will be the responsibility of the Contractor at no additional cost to the Owner.

12. Will a State Pool inspection be required?

Elbert County pools are subject to county pool regulations. Per the Owner's permit with the Elbert County Environmental Health Services, the following stipulations apply.

ADDENDUM NO. 2 Page 3 of 5 1/10/2025

A. The pool contractor must provide written documentation from the pool designer that all pool plumbing was installed as designed and the plumbing passed the hydraulic pressure test inspections: one to be conducted prior to the construction of the shell and deck, and one after the shell and deck construction has been completed.

B. Approved plans, approval letter and specifications must stay at the construction site until the project is completed. The pool and all associated facilities must be constructed as per the approved plans unless changes have been approved by the Barrow County Health Department.

C. Written evidence shall be provided from a licensed electrical contractor or electrical inspector of compliance with all electrical codes.

D. A letter from the professional engineer stating that the pool was built in compliance with the Elbert County Pool regulations and all applicable codes is required before final construction approval can be given.

13. There appears to be a conflict between the concession water and the fire panel. We cannot place an ice maker in front of the fire panel. How should this be resolved?

Fire panel location should be coordinated with the Owner. See construction notes on sheet 16.

14. PL400 shows an eye wash station and states "by plumber." However, drawing 16 (plumbing) does not indicate an eye wash or a water line to supply it. Will an eyewash station and water line be required?

Yes, an eye wash station with water line is required, see detail on sheet 16.

15. PL403, Detail 6, shows a floor drain and instructions that are not indicated on the plumbing drawings. Will clarification be provided?

See drain detail on sheet 16.

16. PL403, Detail 6, needs a determination for the size of the drain line. What size is required?

The drain line should be 4". See sheet 16.

17. The plumbing accessory schedule T8 does not include an 8" vertical grab bar. Will one be required?

Per ADA guidelines and local guidelines vertical grab bars are not required.

18. Will grab bars be required in the showers?

Grab bars have been added to the three walls of the interior shower units, as shown on Sheet 16.

ADDENDUM NO. 2 Page 4 of 5 1/10/2025

19. Bathroom benches are not detailed. Will specifications for them be provided?

The benches shown on Sheet 16 are designated for future installation. They will be installed by the Owner at a later date.

20. Louvers L1 are not detailed on the Elevation drawings. Will details be issued?

L1 HVAC louvers are not required. The exhaust fans should still be tied to light switches. Provide Door louvers where shown on Drawings. Door louvers should be 24"" x 24"" screened louvers, adjustable, with stainless steel insect screen, installed in the bottom half of each door. This change is not reflected on the most recent HVAC drawings.

21. The electrical drawings do not indicate the interlock for the powered louvers. Will this be included?

L1 HVAC louvers are not required. The exhaust fans should still be tied to light switches. Provide Door louvers where shown on Drawings. Door louvers should be 24"" x 24"" screened louvers, adjustable, with stainless steel insect screen, installed in the bottom half of each door. This change is not reflected on the most recent HVAC drawings.

22. There is no hose bib in the mechanical room. Will one be required?

See updated drawings on sheet 16.

23. Does the City have a preferred fire alarm provider?

ACG Solutions located in Cornelia, GA or Engineer approved equal is acceptable.

24. The project includes significant liquidated damages of $500.00 per day for delays and has a shortened timeline for completion. Is it possible to extend the project schedule?

Time is of the essence for this project, particularly given the scheduled opening of the City Splash Pad. It is crucial to understand the importance of completing the project on time to avoid financial impacts to the OWNER resulting from delays.

Timely completion is essential to meet the scheduled opening and ensure the project's success. In accordance with Section 3.2 of the Agreement (FM), the liquidated damages of $500 per day are not intended as a penalty, but rather as a reasonable estimate of the costs the OWNER is likely to incur due to delays.

25. The concrete pool deck callout on page 4 refers you to a detail on Page 6 that does not exist. Please provide this detail.

Callout on sheet 4 should refer to the splashpad deck detail on sheet 19.

26. There are no specs for division 10 for the restrooms, toilet compartments and toilet accessories. Please provide specs for these items.

See supplementary specification 10810.

ADDENDUM NO. 2 Page 5 of 5 1/10/2025

27. Can PEX water lines be used for the water lines in the building?

Yes.

28. Can the commodes be changed to floor mount instead of wall mounted?

No.

29. We request you use the 180 days as shown on the original scope.

As outlined in Addendum No. 1, the project is scheduled for completion within the contract period of 120 days.

30. Page 13 notes Door B shows 3 doors required and the drawing only shows 1 door.

See updated drawings on sheet 13.

31. Page 13 notes Door C shows 8 doors required and the drawing only has 5 doors.

See updated drawings on sheet 13.

32. Page 13 Door hardware need clarification on the type of hardware to be provided for each door.

Type 1 should be in/out of the electrical room, and type 2 should be for the maintenance closet and bathrooms.

33. Page 13 Bathroom partitions we need the specifications for them.

See supplementary specification 10810.

Acknowledge the receipt of ADDENDUM NO. 2 by signing and entering your company name in the spaces below. Please email the acknowledgment to tbarry@dccm.com .

YES, ___________________________________, of ___________________________________ (Signature) (Company Name) has received ADDENDUM NO. 2.

END OF ADDENDUM

MASTER 09/24 SECTION FM

SECTION FM

AGREEMENT

THIS AGREEMENT is dated as of the day of in the year 20 by and between (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows:

Article 1. WORK

CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents.

The Work is generally described as follows:

Article 2. ENGINEER

The Project has been designed by PeoplesQuigley | DCCM who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents.

Article 3. CONTRACT TIME

3.1 The work will be completed and ready for final payment in accordance with paragraph

14.07 of the General Conditions within days after the date when the Contract Time commences to run as provided in paragraph 2.03 of the General Conditions.

3.2 Liquidated Damages - OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not complete within the time specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with paragraph 12.02 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not complete on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER $500 for each day that expires after the time specified in paragraph 3.1 for substantial completion until the Work is substantially complete.

Article 4. CONTRACT PRICE

4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds the unit prices and lump sum amounts provided in the attached BID FORM for a total price of

Dollars ($ ).

Article 5. PAYMENT PROCEDURES

Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions.

5.1 Progress Payments - OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR'S Applications for Payment as recommended by ENGINEER, on or about the 10th day of each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in paragraph 14.01 of the General Conditions.

5.1.1 For the duration of the work, progress payments will be in an amount equal to 95% of the Work completed and 95% of materials and equipment not incorporated in the Work but delivered and suitably stored, less in each case the aggregate of payments previously made.

5.1.2 Upon substantial completion, total payments to Contractor will equal 95% of the Contract Price, less such amounts as Engineer shall determine in accordance with paragraph 14.02.B.5 of the General Conditions.

5.2 Final Payment - Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07.

Article 6. INTEREST

All moneys not paid when due hereunder shall bear interest at the maximum rate allowed by law at the place of the Project.

Article 7. CONTRACTOR'S REPRESENTATIONS

In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations:

7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances, rules and regulations that in any manner may affect cost, progress or performance of the Work.

7.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which were relied upon by ENGINEER in the preparation of the Drawings and Specifications and which have been identified in the Supplementary Conditions.

7.3 CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of such reports and related data in addition to those referred to in paragraph 7.2 as he deems necessary for the performance of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports or similar data are or will be required by CONTRACTOR for such purposes.

7.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents.

7.5 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.

Article 8. CONTRACT DOCUMENTS

The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof, and consist of the following:

8.1 Notice to Proceed (1 page).

8.2 Notice of Award (1 page).

8.3 Addendum No. _ (_ pages).

8.4 Copy of CONTRACTOR'S Bid, Section CM (_ pages).

8.5 Federal Work Authorization, Section CM1 (4 pages).

8.6 This Agreement, Section FM (_ pages).

8.7 Performance Bond, Section G (3 pages).

8.8 Payment Bond, Section H1 (3 pages).

8.9 Standard General Conditions of the Construction Contract, Section J (76 pages).

8.10 Supplementary Conditions, Section K (4 pages).

8.11 Affidavit of Contractor, Section L (3 pages).

8.12 Duties, Responsibilities, and Limitations of the Authority of the Resident Project

Representative, Section M (2 pages).

8.13 Technical Specifications, Section __ (See Table of Contents).

8.14 Drawings (___ sheets) each bearing the following general title and date:

CLIENT: ___________

PROJECT NAME: ______________

PROJECT No. _____________ Date: __________

8.15 Documents submitted by CONTRACTOR prior to Notice to Award (___ pages), marked Exhibit(s) .

8.16 Change Orders, duly delivered after execution of Agreement listed as follows:

There are no Contract Documents other than those listed above in this Article 8.

Article 9. MISCELLANEOUS

9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions.

9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law); and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

9.3 CONTRACTOR agrees to comply with all provisions of the “Georgia Security and

Immigration Compliance Act” (O.C.G.A. § 13-10-91 and O.C.G.A. § 50-36-1 et seq) and the Immigration Reform and Control Act of 1986 (8 USC § 1621 (c)) and to provide the required documentation regarding said compliance. CONTRACTOR affirms it has registered with, is authorized to use, and uses the federal work authorization program (also known as E-Verify), and shall provide it’s user identification number and date of authorization; that it will continue to use the federal work authorization program throughout the contract period; and that it will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to CONTRACTOR with the same information required of CONTRACTOR.

CONTRACTOR also affirms it will designate a person to provide the required SAVE affidavit and associated secure and verifiable document.

9.4 OWNER and CONTRACTOR each binds himself, his partners, successors, assigns and legal representatives to the other party hereto, his partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents.

IN WITNESS WHEREOF, the parties hereto have signed this Agreement. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf.

ATTEST:

OWNER

Signature By:

Name Name (typed or printed) (typed or printed)

Title Title

Address

(Seal)

ATTEST:

CONTRACTOR

Signature By:

Name Name (typed or printed) (typed or printed)

Title Title

Address

(Seal)

END OF SECTION

494-01C SECTION 10810

SECTION 10810 – BATHROOMS, LOCKER ROOMS, AND SHOWERS

PART 1 – GENERAL

1.1 Work Included: The Work covered by this Section consists of furnishing and installing the miscellaneous equipment and accessories for bathrooms and showers, as specified.

1.2 Quality Assurance: Names and model numbers of manufacturers set forth hereunder are specified to indicate the minimum standard of quality which will be acceptable and for sizes used in the design.

1.3 Submittals:

A. Submit product data under provisions of Section 01340.

B. Submit manufacturer’s catalogs, data sheets, complete parts lists, installation, and maintenance data for each accessory.

C. Complete schedule of warranties. Include information on any extended warranties available.

D. Submit a certification of verification by an independent testing organization of the grab bar strength and installation and that it meets or exceeds code requirements.

E. List of required and recommended spare parts, as applicable.

1.4 Delivery, Storage and Handling:

A. Deliver items in manufacturer’s original unopened protective packaging.

B. Store material to prevent soiling, physical damage, or wetting.

C. Handle to prevent damage to finished surfaces.

PART 2 – PRODUCTS

2.3 Paper Towel Dispenser / Waste Receptacle:

A. Shall be Bobrick Model No. B-3949 or equal.

B. Surface mounted, satin finish stainless steel, tumbler lock & piano hinge. 12-gallon removable waste receptacle locked into cabinet.

C. Height and location to meet applicable ADA standards.

2.4 Toilet Roll Holder:

A. Shall be Bobrick Model No. B-2892 or equal.

B. Surface mounted, twin jumbo roll, satin finish stainless steel.

2.5 Mirror:

A. Shall be Bobrick Model No. B-165 1830 or equal.

B. Polished finish stainless steel, theft resistant mount.

C. 18” W x 30” H. Mounted above sink.

2.6 Soap Dispenser:

A. Shall be Bobrick Model No. B-2112 or equal.

B. Satin finish stainless steel, concealed wall fastening, vandal resistant.

2.7 Shower Curtain:

A. Rod shall be Bobrick Model No. B-6047 x 60 or equal.

B. Satin finish stainless steel, concealed wall fastening, 1-1/4” diameter, 60” length.

C. Curtain shall be Bobrick Model No. B-204-3 or equal.

D. Opaque, white vinyl, 0.008” thick. 70” wide x 72” high.

E. Hooks shall be Bobrick Model No. B-204-1 or equal.

2.8 Bathroom Partitions:

A. Commode partitions shall be Global Partition Stainless Steel Dividers Model No.

9TPSSXX or equal.

B. Urinal partitions shall be Global Partition Stainless Steel Floor Mounted Urinal Dividers

Model No. 9SFASSXX or equal.

C. Color determined by Owner.

2.9 Mop and Broom Holder:

A. Shall be Bobrick Model No. B-233x24 or equal.

B. Satin finish stainless steel, holds 3 mops. 24” length.

2.9 Grab Bars:

A. Shall be Bobrick Model No. B-9806 or equal.

B. Satin finish stainless steel, 1-1/2” diameter. 36” length on back wall and 42” length on side wall.

C. Height and location to meet applicable ADA standards

PART 3 – EXECUTION

3.1 Examination

A. Check areas to receive surface mounted units for conditions that would affect quality and execution of work.

B. Verify spacing of plumbing fixtures and toilet partitions that affect installation of accessories.

C. Do not begin installation of washroom accessories until surfaces are acceptable.

3.2 Installation

A. Drill holes to correct size and application that is concealed by item, with ¼ inch tolerance.

B. Mount surface mounted accessories to backup with toggle bolts or expansion bolts, plumb and align.

C. Follow Manufacturers’ instructions for installing all equipment and accessories.

3.3 Adjusting and Cleaning

A. Adjust accessories for proper operation.

B. After completion of installation, clean and polish all exposed surfaces.

C. Deliver keys and instruction sheets to owner.

END OF SECTION

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26. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS

20D COMMON (4" X 0.192") 32" O.C., FACE NAIL AT TOP AND BOTTOM

STAGGERED ON OPPOSITE SIDES

10D BOX (3" X 0.128"); OR

3" X 0.131" NAILS; OR

3" 14 GAGE STAPLES, 7/16" CROWN

24" O.C. FACE BAIL AT TOP AND BOTTOM

STAGGERED ON OPPOSITE SIDES

AND:

2-20D COMMON (4" X 0.192"); OR

3-10D BOX (3" X 0.128"); OR

3-3" X 0.131" NAILS; OR

3-3" 14 GAGE STAPLES, 7/16" CROWN

ENDS AND AT EACH SPLICE, FACE NAIL

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