Solid Waster Transfer Station Tippage Floor R.pdf

City of Statesboro, Georgia

Engineering Division Phone (912) 764-0655 □ Fax (912) 764-0664

City of Statesboro Solid Waste Transfer Station Tippage Floor Replacement

Invitation to Bid

The City of Statesboro requests sealed bids from qualified contractors for the replacement of a concrete tippage Floor at the City of Statesboro (COS) solid waste transfer station. This work will be conducted in concurrence with soil waste processing operations.

“Sealed” bids will be received by the Department of Central Services at the Municipal Court building, 22 West Grady Street, Statesboro, Georgia, 30458 (Attention: Darren Prather, Director of the Department of Central Services) until 11:00 AM Thursday April 9th, 2026, to perform work under the contract for “Concrete Tippage Floor Replacement for Solid Waste Disposal Transfer Station”.

The work in this contract includes Demolition and replacement of approximately 5,500 square feet of reinforced concrete floor, replacing reinforced concrete push wall and replacement of truck well.

Proposal forms, plans and specifications can be obtained from the City of Statesboro Department of Central Services. All bids shall be accompanied by a bid bond of five percent (5%) of the total bid. See specifications for the requirements concerning other bonds and insurance.

Bids will be opened at 11:00 AM, Thursday April 9th, 2026, at the Municipal Court building. The City of Statesboro reserves the right to reject any or all bids and to waive technicalities or informalities. For more information, contact the City of Statesboro Director of the Department of Central Services, Darren Prather, at (912) 764-0642.

City of Statesboro Street Resurfacing FY 2025

Bid Package

General Requirements, Specifications, and Notes

1) Any questions concerning this bid request shall be made in writing to Darren Prather, Director of the Department of Central Services, at email address darren.prather@statesboroga.gov or at P.O. Box 348, Statesboro, GA 30459, no later than five (5) calendar days before the bid due date.

1) It is the bidders’ responsibility to ensure that all attachments are included in the bid package received. For this bid package the following attachments apply:

WSP USA Inc., Plans Dated 02/06/2026 WSP USA Inc., Technical Specifications

2) All bids shall be accompanied by a bid bond for five percent (5%) of the total bid (no personal or company checks are accepted). A performance bond and a payment bond equal to 100 percent (100%) of the awarded bid price must be provided at the time the contract is awarded. All bonds must meet qualifications acceptable to the City of Statesboro, and shall be secured from bonding companies licensed to do business in the State of Georgia.

3) It is the intent of the City of Statesboro to encourage participation by minority and female owned business enterprises (MFBE) for all procurement processes. The construction phase of this project shall include a minimum 20% minority or female business enterprise participation of total construction cost. All submittals for this RFQ must include a statement acknowledging compliance with 20% MFBE requirement at time for submittal of sealed bids.

Upon submittal of sealed bids pre-qualified contractors will be required to provide proof of MFBE certification if general/prime contractor is a certified MFBE or provide list of MFBE sub-contractors, identify % of participation by each sub-contractor and proof of minority or female owned business certification for proof of compliance with this section requirement.

4) All bids must be submitted on the “Bid Table” (page 8) and “Bid Form” (page 9) provided herein. The Contractor E- Verify Affidavit (page 10) and Non-collusion affidavit (page 17) must also be completed and submitted with the bid. All sheets must be fully completed. All bids shall be sealed and clearly marked on the outside of submitted envelope: “Concrete Tippage Floor Replacement for Solid Waste Disposal Transfer Station ”. All bid packages shall be submitted to the attention of the Director of the Department of Central Services, Darren Prather, P. O.

Box 348, Statesboro, Georgia, 30459, prior to the Bid Opening scheduled for 11:00 AM on Thursday April 9th, 2026.

For additional information on the bid package, contact Darren Prather at (912) 764-0642.

5) Bidders will be fully responsible for the delivery of their bids in a timely manner. Reliance upon the US Postal Service or other carriers shall be at the bidder’s risk. Late bids will not be considered.

6) PRICES, NEGOTIATIONS, AND MISTAKES. All prices and notations must be in ink or typewritten. Mistakes may be crossed out and corrections typed or printed adjacent to the mistake and initialed in ink by the person who signs the bid. Prices shall be stated in units and quotations made separately on each item. Mathematical calculations on all bid submittals will be checked by the City and any mistakes corrected. The City of Statesboro will not post the bid submittal results until after the mathematical verification process has been completed. In case of conflict, unit prices will govern. Where there is a conflict between words and figures, words will govern.

7) The City of Statesboro reserves the right to reject any or all bids, to accept bids in whole or part, and to waive technicalities and informalities.

8) Before City executes contract, contractor shall provide the following:

Proof of proper Workers Compensation Insurance as required per State Law.

Bid Package

9) Proof of General Liability Insurance of $1 million per incident and $2 million aggregate.

10) City may at its discretion before executing contract, request proof of automobile insurance for all company vehicles used on this project.

11) A MANDATORY Pre-Bid Meeting will be held at 10:00 AM on Monday, March 30th, 2026 at 10:00 AM at City Hall in the second floor Council Chambers. Bidders shall attend the pre-bid meeting. Any bidder who fails to attend will be deemed non-responsive and automatically disqualified from further consideration. Anyone not signed in at the “Official” start of the meeting will be considered late and will not be allowed to bid on the project.

12) Upon approval of the bid by City Council, the Notice to Proceed shall be issued in a timely manner following the

13) Contractor will be required to submit a tentative construction schedule at the pre-construction meeting.

14) All construction work shall be performed in accordance with the most attached Standards and Specifications.

15) Erosion and sediment control will be accomplished by installing best management practices that are consistent with and no less stringent than the Manual for Erosion and Sediment Control in Georgia 2016, to include erosion control grass seed.

16) All proposed materials must be submitted to and approved by the City of Statesboro prior to installation.

17) The City reserves the right to reject any defective material on-site. All materials shall be installed in accordance with the most recent GDOT Specifications.

18) The City reserves the right to add, modify, or delete quantities. Contractor will be paid for actual in-place quantities completed and accepted for pay items listed in the Bid Schedule. Contractor will not be entitled to an adjustment of unit price on an item which increased or decreased from the original plan quantity.

19) Contractors shall bid on only those items provided in the bid schedule. No alternative material types submitted by the contractor will be considered during the bidding phase.

20) All items deemed “Safety Issues” and “Traffic Hazards” by the City of Statesboro Engineering Department shall be addressed by the contractor immediately. Failure to perform related work in agreed upon time will result in a $500 fine plus the cost of associated labor and material needed for the City of Statesboro to correct the issue.

21) The Contractor is responsible for coordinating work with property owners within the project limits to ensure access to properties is adequately maintained. The contractor will be responsible for any damage on these properties due to construction.

22) The contractor shall exercise caution, as to not damage any infrastructure, either private or public, not related to this project (e.g. overhead utilities, sidewalks, asphalt, mailboxes, landscaping, etc.). Repairs for all damages will be the responsibility of the contractor.

23) For bid items quantified by units other than lump sum, the contractor will only be compensated for the actual quantity of material installed/placed.

Bid Package

24) The quantities shown on the Bid Schedule and Bid Table are estimated for bidding purposes only. Exact quantities are to be verified before ordering. Any overages will not be paid unless prior approval is obtained by the City Engineer or their representative.

25) It is the contractor’s responsibility to visit the site and verify the nature of required work including required quantities.

26) Contractor shall provide the City with quantity tickets for all concrete installed on the project.

27) The City will pay the contractor upon receipt of properly prepared invoices, sent to the City of Statesboro Engineering Department. Contractor should include “Concrete Tippage Floor Replacement for Solid Waste Disposal Transfer Station ” on the invoice.

28) The construction site shall be cleaned from construction debris and equipment before payment of retainage will be made.

Bid Package

Project Specific Requirements

1) All work shall be completed within 45 calendar days of being given the “Notice to Proceed”. Failure to complete the work within the number of days stipulated in the signed Contract Form, including extensions granted thereto, shall entitle the City of Statesboro to retain from compensation otherwise due to be paid to the Contractor, or otherwise recover by all remedies of law an amount equal to that listed in the Schedule of Deductions for Each Day of Overrun in Contract Time Table, Section 108.08 of the Georgia Department of Transportation’s Standard Specifications Construction of Transportation Systems, 2013 Edition. It is agreed by and between the City of Statesboro and the Contractor that this sum has been established, not as a penalty, but as liquidated damages and that it is reasonable and acceptable, as the City provides services necessary for the health and welfare of the public and due to the impracticability and extreme difficulty of fixing and ascertaining the actual damages assessed for each consecutive calendar day of delay in the completion date.

2) See WSP USA Inc., Technical Specifications attached.

3) Quantities provided as engineer's estimate. Bidder shall verify all listed quantities.

4) This bid tab is meant to be all inclusive to complete the scope of work within the plans, specifications, sites specific requirements, applicable permits, and terms and conditions of the contract. Contractor shall include all necessary support cost within their unit rates. To include but not limited to safety, quality, environmental compliance, best managements practices, project management and facilities to support the project.

Bid Package

Bid Table

Item No. Description Unit Unit Price Quantity Item Cost

General Items

1 Mobilization and Demobilization LS 1 2 Temporary Facilities LS 1

Subtotal General Items $ - Floor Slab Demolition and Replacement

3 Remove and Dispose of existing slab SF 5,850 $ -

4 Remove GAB CY 108 $ -

5 Compact / Repair Subgrade SF 5,850 $ -

6 Supply, place and compact GAB CY 108 $ -

7 Supply and Install Fiber Reinforced Concrete CY 135 $ -

Subtotal Floor Slab Demolition and Replacement $ - Truck Well Scale Removal and Replace with Concrete

8 Remove / Dispose of Scales LS 1 $ -

9 Supply and Install 4,000 psi concrete CY 2.5 $ -

10 Rollover Curb at Truck Well LF 15 $ - Subtotal Truck Well Scale Removal and Concrete Replacement $ -

Push Wall Demolition and Replacement

11 Remove existing Wall SF-

WF 480 $ -

12 Dispose Concrete in onsite LF CY 17 $ -

13 Compact / Repair Subgrade SF 390 $ -

Bid Package

14 Supply, place and compact GAB CY 7 $ -

15 Supply and Install Fiber Reinforced Concrete CY 36 $ -

Subtotal Push Wall Demolition and Replacement $ - Combined Total $ -

Company Name: _______________

Signature of Authorized Representative: _____________Date: _______________

Bid Package

Bid Form

Notes:

1. All work shall be performed in accordance with the aforementioned “General Specifications, Requirements and Notes.”

2. A 10% retainage of payment will be held until the City of Statesboro has performed its final inspections and has accepted the work. After project has reached 50% completion, retainage of payment will be reduced to 5%.

Mandatory Pre-bid Thursday April 2nd at 10:00 AM

Deadline to Receive Bids: 11:00 AM on Thursday April 9th, 2026

“Notice to Proceed” Date: TBA – Notice to Proceed will be issued in writing.

Contract Termination Date: Within 45 calendar days of Notice to Proceed.

Number of Bid Addendums Received:

Total Bid: $

Company Name:

Signature of Authorized Representative: Date:

Checklist of item(s) needed to accompany bid forms:

1. Bid Bond

2. E-Verify Affidavit (page 10 of this document)

Bid Package

Contractor Affidavit Under O.C.G.A. § 13-10-91(b)(1)

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13-10-91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services on behalf of City of Statesboro has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

Federal Work Authorization User Identification Number Date of Authorization

Name of Contractor

Name of Project

City of Statesboro Name of Public Employer

I hereby declare under penalty of perjury that the foregoing is true and correct.

Executed on , , 202 in (city), (state).

Signature of Authorized Officer or Agent

SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 202 .

Notary Public My Commission Expires

Bid Package

MINORITY/FEMALE OWNED BUSINESS ENTERPRISE (MFBE) AFFIDAVIT

Section 1: Business ID

I attest that I am a majority minority or female owned business enterprise: YES NO Employer

Identification Number State of Incorporation

MFBE (Disadvantaged/Woman) Ownership: Minority Female

MFBE (Disadvantaged/Woman) Owned Certification Number

Section 2: Business Information

Business Name DBA Name

Company Corporation Type

Company Ownership Ethnicity Company Ownership Gender

Section 3: Business Contact Information

Company Address City State Zip

Company Phone # Company Website

Section 4: Business Principal Information

Principal Contact Name Principal Contact Title

Principal Contact Cell # Principal Contact Email

Section 5: Project Participation Information

Project Name Project Participation by Business %

Business Project Participation as: General Contractor Subcontractor

Disclaimer and Signature I certify that my answers are true and complete to the best of my knowledge.

Print, Signature, and Title: Date

Notary Signature and Seal Date

Bid Package

CITY OF STATESBORO

NOTICE

These are the “boiler-plate” rules and requirements of the City of Statesboro in regards to submitting sealed bids, proposals and qualifications.

(Please sign where required and adhere to the requirements that pertain to this Bid) Also, please submit one copy with each Bid response.

Only one copy per vendor submittal—If sending five copies of bid, only send one of these signed—both areas signed (agreement and non-collusion affidavit)

All applicable terms and conditions contained herein shall apply unless otherwise altered in the body of the bid package.

It shall be the sole right of the City of Statesboro to determine the applicability of any condition in question.

Bid Package

INSTRUCTIONS TO BIDDER

BID FORMS. Unless otherwise specified, vendor may submit individual bid forms.

BID OPENING AND BID RESULTS. Bids are opened publicly in the City of Statesboro Purchasing Office.

Interested parties are invited to attend the bid opening. A tabulation of bids received will be available within a reasonable time after the bid opening. Bid results will be faxed or mailed to interested parties upon request.

BID WITHDRAWAL. Bidders’ authorized representatives may withdraw bids only by written request received by the City of Statesboro prior to the submittal deadline. After the bid deadline has past, vendors shall not be allowed to withdraw their bids for a period of (90) days. The determined successful bidder shall not be allowed to withdraw their bid at any time.

INFORMED BIDDERS. Before submitting bids, Bidders must fully inform themselves of the conditions, requirements and specifications of the work or materials to be furnished. Failure to do so will be at Bidders’ own risk and they cannot secure relief on the plea of error.

LATE BIDS. Bids not received by the Bid Submittal Deadline are late. Late bids will be returned to Bidders unopened.

PRICES, NOTATIONS, AND MISTAKES. All prices and notations must be in ink or typewritten. Mistakes may be crossed out and corrections typed or printed adjacent to the mistake and initialed in ink by the person who signs bid. Prices shall be stated in units and quotations made separately on each item. In case of conflict, unit prices will govern. Where there is a conflict between words and figures, words will govern.

OFFERS OF MORE THAN ONE PRICE. Bidders are allowed to submit more than one bid but not more than four bids. Bidders may submit one Base Bid and up to three Alternate Bids. Where Bidder submits more than one bid, one bid shall be marked “Base Bid” and the others shall be marked “Alternate Bid”. Each Base Bid and each Alternate Bid shall be submitted in accordance with the terms and conditions of this bid solicitation. Bidders may reproduce this bid package to submit alternate bids. Additional bid packages will not be furnished by the City of Statesboro. Also, if both parties agree, additional units may be purchase within a twelve (12) month calendar year from the original award of this contract with all terms and conditions of the original bid/contracting process being in effect.

Bid Package

INSTRUCTIONS TO BIDDER - Continued

QUESTIONS, INTERPRETATION, OR CORRECTION OF QUOTE DOCUMENTS. Bidders shall notify the City of Statesboro Purchasing Department of any inconsistency found during the examination of the solicitation.

Any clarification shall be made, in writing to the COS Purchasing Agent. Questions regarding this solicitation must be submitted in writing, either by mail or facsimile, to COS Purchasing Agent and shall arrive at least four

(4) working days prior to submittal Deadline. Questions received after the deadline will not be addressed. Bidder’s company name, address, phone and fax number, and contact person must be included with the questions or comments.

Clarification, corrections, or changes to specifications. All clarifications, corrections, or changes, to the solicitation documents will be made by Addendum only. Bidders shall not rely upon interpretations, corrections, or changes made in any other manner, whether by telephone, in person, or at a pre-bid conference. Interpretations, corrections, and changes shall not be binding unless made by Addendum. All Addenda issued shall become part of the Agreement documents. Addendum will be send to all known solicitation holders by facsimile or US mail.

It is the Bidders sole responsibility to ascertain that it has received all Addenda issued for this solicitation. All Addenda must be acknowledged and returned on or before the Submittal Deadline, unless otherwise directed by an Addendum.

TERMS OF THE OFFER. COS’s acceptance of Bidder’s offer shall be limited to the terms herein unless expressly agreed in writing by the COS. Bids offering terms other than those shown herein will be declared non-responsive and will not be considered.

Bid Package

TERMS AND CONDITIONS

ATTORNEY FEES. In the event a suit or action is instituted in connection with any controversy arising out of this contract, the prevailing party shall be entitled to receive, in addition to its costs, such sum as the court may adjudge reasonable as to attorney’s fees and costs.

BIDDER AGREEMENT TO TERMS AND CONDI-TIONS. Submission of a signed bid will be interpreted to mean Bidder has agreed to all the terms and conditions set forth in the pages of this solicitation.

CANCELLATION OF CONTRACT. The City of Statesboro shall reserve the right to cancel this contract by giving (30 Days written notice to the vendor. The COS may cancel this contract with cause anytime by giving -

(10) days written notice to the supplier/contractor. Cancellation for cause shall be at the discretion of the COS and shall include but not limited to: failure to supply materials or service specified within the time allowed or within the terms, conditions or provisions of this contract. The successful Bidder may not cancel this contract without prior written consent of the City of Statesboro (COS).

COMPLIANCE OR DEVIATION TO SPECIFICATIONS. Bidder hereby agrees that the material, equipment or services offered will meet all the requirements of the specifications in this solicitation unless deviations from them are clearly indicated in the Bidder’s response. Bidder may submit an attachment entitled “Exceptions to Specifications”, which must be signed by Bidder’s authorized representative. An explanation must be made for each item to which an exception is taken, giving in detail the extent of the exception and the reason for which it is taken. Bids failing to comply with this requirement will be considered non-responsive. Submittal of brochure or other manufacturer literature is desirable but shall not be an acceptable substitution for this requirement.

COMPLIANCE WITH LAWS. All bids shall comply with current federal, state, local and other laws relative thereto.

FORCE MAJEURE. If execution of this contract shall be delayed or suspended and if such failure arises out of causes beyond the control of and without fault or negligence of the Contractor, the Contractor shall notify the COS, in writing, within twenty-four (24) hours, after the delay. Such causes may include but are not limited to acts of God, war, acts of a public enemy, acts of any governmental entity in its sovereign or contractual capacity, fires, floods, epidemics, strikes and unusually severe weather.

FORMATION OF CONTRACT. Bidder’s signed bid and COS’s written acceptance shall constitute a binding contract.

Bid Package

TERMS AND CONDITIONS - Continued

LAWS GOVERNING CONTRACT. This contract shall be in accordance with the laws of the state of Georgia.

The parties stipulate that this contract was entered into in the county of Bulloch, in state of Georgia. The parties further stipulate that the county of Bulloch, GA, is the only appropriate forum for any litigation resulting from a breach hereof or any questions risen here from.

NOMENCLATURES. The terms Successful Bidder, supplier, vendor, and contractor may be used interchangeably in this solicitation and shall refer exclusively to the person, company, or corporation with whom the COS enters into a contract as a result of this solicitation.

REJECTION OF BIDS. The COS reserves the right to reject any bids, all bids, or any part of a bid. The COS reserves the right to reject the bid of any Bidder who previously failed to perform adequately for the COS or any other governmental agency. The COS expressly reserves the right to reject the bid of any Bidder who is in default on the payment of taxes, licenses, or other monies due the City of Statesboro (COS).

SAFETY. All articles delivered under this contract must conform to the Safety Orders of the State of Georgia, Division of Industrial Safety.

SELL OR ASSIGN. The successful Bidder shall not have the right to sell, assign, or transfer, any rights or duties under this contract without the specific written consent of the COS.

SEVERABILITY. If any provisions, or portions of any provisions, of this contract are held invalid, illegal, or unenforceable, they shall be severed from the contract and the remaining provisions shall be valid and enforceable.

TAXES, FEDERAL EXCISE. The COS is exempt from Federal Excise Tax.

TAXES, SALES. (State) Sales Tax should be shown separately on the Bid Form, when and where indicated.

WAIVER OF INFORMALITIES. The COS reserves the right to waive informalities or technicalities in bids.

Award. Bid award will be based on the lowest responsible bid price including any transportation charges, as well as any other criteria indicated in these specifications.

Signatures. All information submitted by Bidder, including signatures, must be original. Copies will not be accepted.

Taxes. The COS is exempt from Federal Excise Tax. The COS is exempt from state sales tax in Georgia.

Bid Package

Non-Collusion Affidavit

State of (Georgia ) County of Bulloch ss.

, being first duly sworn, deposes and says that he or she is Owner of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;

that all statements contained in the bid are true; and further, that the Bidder has not , directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid."

(Date) (Signed)

Bidder Name Authorized Representative (Person, Firm, Corp.)

Address Representative's Name

City, State, Zip Representative's Title

NO. REVISION DATE

SCALE:

DWN. BY:

DATE:

PROJECT NO.:

CKD. BY:

OWNER

PROJECT

TITLE

Consultant:

Architects/Engineers:

WSP USA Inc wsp.com

1075 BIG SHANTY ROAD NW,

SUITE 100

KENNESAW, GA 30144

(770) 421-3400

GA COA#: PEF000502

EXPIRES 06/30/2026

DSN. BY: PM:

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. THESE DRAWING SHALL BE COPIED FROM THE

ORIGINAL BLUEPRINTS AND ARE APPROXIMATELY TO SCALE. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY AND BE RESPONSIBLE FOR

ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND SHALL NOTIFY

THE ENGINEER OF ANYVARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN ON THESE DRAWINGS.

US0052142.8950

02/06/26

AS SHOWN

CITY OF STATESBORO

STATESBORO

TRANSFER STATION

FLOOR REPAIR

GENERAL NOTES

S-001

MH MD

MH KB

0 ISSUED FOR BID 02/06/26

N O

T

FO

R C

O N

ST

R

U C

TI

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N

CONCRETE COVER

A #11 BARS AND SMALLER 3/4 INCHES

B UNFORMED SURFACE IN CONTACT WITH THE GROUND 3 INCHES

* EXTERIOR BASEMENT WALLS 3 INCHES

* INTERIOR BASEMENT WALLS 3 INCHES

C FORMED SURFACES EXPOSED TO EARTH OR WATER

* #6 BARS AND LARGER 2 INCHES

* #5 BARS AND SMALLER 1 1/2 INCHES

D FORMED SURFACES NOT EXPOSED TO EARTH/WATER

* BEAMS, GIRDERS AND COLUMNS 1 1/2 INCHES

* SLABS, WALLS, JOISTS 3/4 INCHES

REINFORCING BAR LAP SPLICE SCHEDULE (GENERAL USE), U.N.O.

BAR SIZE CLASS

TOP BARS OTHER BARS

4000 4000

#6 OR SMALLER B 58 DIA 44 DIA

LARGER THAN #6 B 72 DIA 56 DIA

A. DESIGN CRITERIA:

1. 2026 GEORGIA BUILDING CODE (2024 INTERNATIONAL BUILDING CODE WITH GEORGIA AMENDMENTS).

2. ASCE 7-22 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.

4. AISC 360-22 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

5. ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.

6. DESIGN DEAD LOADS:

CONCRETE 150 PCF

7. DESIGN LIVE LOADS:

N/A

8. WIND LOADS:

ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED

ULTIMATE WIND SPEED V = 118 MPH

EXPOSURE C

RISK CATEGORY II

GUST EFFECT FACTOR G = 0.85

TOPOGRAPHIC FACTOR Kzt = 1.0 INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.55

9. SEISMIC LOADS:

0.2 SEC SPECTRAL RESPONSE ACCELERATION Ss = 0.038g

1 SEC SPECTRAL RESPONSE ACCELERATION S1 = 0.011g SHORT PERIOD DESIGN SPECTRAL ACCELERATION Sds = 0.028g

RISK CATEGORY II

SITE CLASS DEFAULT

DESIGN CATEGORY C

IMPORTANCE FACTOR I = 1.0

B. GENERAL:

1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

THE ENGINEER OF RECORD IN WRITING OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY

TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

2. PROVIDE ADEQUATE BRACING FOR STRUCTURES SO THAT THEY WILL BE STABLE DURING ALL STAGES

OF CONSTRUCTION. THE STRUCTURES AND FOUNDATIONS ARE DESIGNED FOR A COMPLETED

CONDITION ONLY AND THEREFORE REQUIRE ADDITIONAL SUPPORT TO MAINTAIN STABILITY BEFORE

COMPLETION. STRUCTURES SHALL BE CONSIDERED COMPLETE WHEN ALL STRUCTURAL MEMBERS

ARE COMPLETED AND HAVE ATTAINED THEIR SPECIFIED DESIGN STRENGTH AS SHOWN ON THE

DRAWINGS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION

BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

4. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE

THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE

SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN

TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND

PROCEDURES OF CONSTRUCTION.

C. FOUNDATIONS:

1. THE DESIGN OF THE SLABS ON GRADE IS BASED ON CRITERIA ESTABLISHED IN THE DRAFT

GEOTECHNICAL REPORT PREPARED BY GOLDER ASSOCIATES INC DATED MARCH 5, 2008.

2. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF GEORGIA SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SUB GRADES, FILLS, AND BACK FILLS BEFORE PLACEMENT OF

FOUNDATIONS, FOOTINGS, SLABS, AND WALLS. HE SHALL SUBMIT REPORTS TO THE ENGINEER

DESCRIBING HIS FINDINGS, INCLUDING ANY NON-CONFORMING WORK.

3. GROUNDWATER SHALL BE KEPT AT LEAST 3 FEET BELOW THE DEEPEST FOUNDATION BEARING

ELEVATION DURING CONSTRUCTION.

4. FOOTINGS MAY BE CAST INTO A STABLE EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT.

5. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS.

ALL SOIL BELOW SLAB, AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUB-GRADE BROUGHT

TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE.

6. FOOTING CONCRETE SHALL BE CAST ON THE SAME DAY THE EXCAVATION IS APPROVED. IF THE BEARING SURFACE IS ALLOWED TO BECOME DISTURBED IN ANY WAY, IT SHALL BE REWORKED TO THE

SATISFACTION OF THE GEOTECHNICAL ENGINEER PRIOR TO CASTING OF THE CONCRETE.

7. NO EXCAVATION SHALL BE PERMITTED ADJACENT TO A FOOTING WITHIN A LINE MEASURED FROM THE BOTTOM OF THE FOOTING AT A SLOPE OF 3:1 (3 HORIZONTAL TO 1 VERTICAL) TO THE PROPOSED

EXCAVATION. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO

PRESERVE SAFETY AND PREVENT CAVING.

8. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED.

9. THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION JOINTS IN ANY FOUNDATION WITHOUT

PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER.

10.CONCRETE CAST ON SLOPING SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE

MONOLITHICALLY TOWARD THE HIGHER ELEVATION UNTIL THE INTENDED POUR IS COMPLETED.

D. CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS". DESIGN IS BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE".

2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE

FOLLOWING:

LOCATION STRENGTH

TRUCK WELL INFILL 4,000 PSI

ALL OTHER CONCRETE 6,000 PSI

3. ALL CONCRETE WITH A MINIMUM STRENGTH OF 6,000 PSI OR GREATER IS TO BE FIBER-REINFORCED CONCRETE (FRC). PRODUCTION OF FRC SHALL CONFORM TO THE LATEST EDITION OF ACI 544.3R AND

ADDED FIBERS SHALL CONFORM TO THE LATEST EDITION OF ASTM C1116.

4. PORTLAND CEMENT TO BE ASTM C150 TYPE I, II, OR IL.

5. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33. MAXIMUM NOMINAL AGGREGATE SIZE SHALL

BE 3/4"

6. MIXING WATER SHALL CONFORM TO ASTM C1602.

7. CONCRETE SLUMP SHALL BE 3" ± 1".

8. FIBERS FOR FRC SHALL BE SIKAFIBER NOVOCON CHE-6535 AT A DOSAGE OF 50 LBS/CY. ALTERNATE

FIBER AND DOSAGE COMBINATIONS MAY BE SUBMITTED TO THE ENGINEER OF RECORD FOR

APPROVAL.

9. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY AN INDEPENDENT TESTING LABORATORY, AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF 15 DAYS PRIOR TO USE. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN

STRENGTH IS THE CONTRACTOR'S.

10. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE

WITH THE RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE.

11.USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

12.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

13.UNLESS NOTED OTHERWISE, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN BY THE TESTING AGENCY NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 50 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 2500 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172.

PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH THE INDICATED STANDARD:

· SLUMP: ASTM C143

· AIR CONTENT: ASTM C231 OR C173

· COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28

DAYS, AND ONE SPECIMEN HELD IN RESERVE.

14.HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE LOCATION OF

VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.

CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED.

15.PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR

APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE CLASS "B" TENSION SPLICE UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH CLASS "B" TENSION SPLICES. UNLESS NOTED OTHERWISE LAP LENGTHS

EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS. APPROVED MECHANICAL

COUPLERS MAY BE USED IN LIEU OF PHYSICAL SPLICING:

NOTE:

TOP BARS ARE HORIZONTAL BARS WHERE THE DEPTH OF CONCRETE CAST IN ONE LIFT BENEATH

THE BAR EXCEEDS 12". PROVIDE TOP BAR LAP SPLICE LENGTH FOR ALL CONCRETE WALL

HORIZONTAL BARS.

16.MINIMUM CONCRETE COVER (UNLESS NOTED OTHERWISE) SHALL BE:

17.SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON.

WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER

APPROVAL. WHERE WELDING IS APPROVED IT SHALL CONFORM TO AWS D1.4 STRUCTURAL WELDING

CODE - REINFORCING STEEL.

18.CORNER BARS SHALL BE OF EQUAL SIZE AND SPACING AS THE MAIN REINFORCING AND SHALL BE

LAPPED PER REINFORCING BAR LAP SPLICE SCHEDULE.

19.WHERE FOOTINGS, WALLS, OR OTHER STRUCTURAL ELEMENTS INTERSECT AT CORNERS OR TEES, PROVIDE CORNER BARS WITH LAP LENGTHS AS SHOWN IN NOTE 15 ABOVE TO PROVIDE CONTINUITY OF

HORIZONTAL STEEL REINFORCING U.N.O.

20.PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS ELEMENTS UNTIL CONCRETE HAS OBTAINED DESIGN STRENGTH AND ALL PERMANENT BRACING ELEMENTS ARE

INSTALLED.

21.WHEN PLACING CONCRETE UNDER HOT OR COLD WEATHER CONDITIONS COMPLY WITH THE LATEST EDITIONS OF ACI305R: "HOT WEATHER CONCRETING" OR ACI306R: "COLD WEATHER CONCRETING".

22.ELASTOMERIC JOINT SEALANT: FEDERAL SPECIFICATION TT-S-00230, TYPE 1, CLASS A, ONE PART, COLD APPLIED, POURABLE OR GUN GRADE AS APLICABLE, POLYURETHANE BASE. MATCH COLOR OF EPOXY

JOINT FILLER.

23.JOINT BACK-UP MATERIAL: POLYETHYLENE FOAM, CLOSED CELL. USE WITH ELASTOMERIC JOINT

SEALANT ONLY.

24.SUBMIT REINFORCING BAR SHOP DRAWINGS INCLUDING PLACEMENT PLANS, BAR BENDING DIAGRAMS

SPLICE LENGTHS AND LOCATIONS, BAR SPACING, CONCRETE COVER, SUPPORT DEVICES AND

ACCESSORIES CONFORM TO ACI 318 AND ACI SP-66.

25.SUBMIT PROPOSED CURING METHODS AND MATERIALS A MINIMUM OF 15 DAYS PRIOR TO USE.

26.TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS INTO WET CONCRETE IS

NOT PERMITTED.

27.TOLERANCES SHALL CONFORM TO ACI 117 AND ACI 347.

28.LIQUID CURING AND SEALING COMPOUND: ASTM C1315, TYPE 1 (VOC COMPLIANT, 350 g/L) STYRENE

ACRYLATE OR METHACRYLATE TYPE 25% MINIMUM SOLIDS CONTENT, CLEAR, NON-YELLOWING.

STYRENE BUTADIENE NOT ALLOWED AS PART OF THE BLEND.

REINFORCING BAR LAP SPLICE SCHEDULE (GENERAL USE), U.N.O.

BAR SIZE CLASS

TOP BARS OTHER BARS

6000 6000

#6 OR SMALLER B 47 DIA 36 DIA

LARGER THAN #6 B 59 DIA 46 DIA

SCALE:1" = 10'

TRANSFER STATION - DEMOLITION PLAN1

S-101

EXIST. 12"

CONC WALL

EXIST. 12"

CONC WALL

EXIST. 12" CONC PUSH WALL

TO BE PARTIALLY DEMOLISHED,

SEE 1 & 2/S-501

EXIST. DOOR TO

ADJACENT BLDG

SAW CUT EXPANSION

JOINT, TYP

POURED EXPANSION

JOINT, TYP

SLAB HIGH POINT

EXTENTS OF CONCRETE

SLAB TO BE DEMOLISHED

EXIST. TRUCK WELL TO BE

DEMOLISHED, SEE 3/S-501

SHORE EXIST. WALL

DURING DEMOLITION

NO. REVISION DATE

SCALE:

DWN. BY:

DATE:

PROJECT NO.:

CKD. BY:

OWNER

PROJECT

TITLE

Consultant:

Architects/Engineers:

WSP USA Inc wsp.com

1075 BIG SHANTY ROAD NW,

SUITE 100

KENNESAW, GA 30144

(770) 421-3400

GA COA#: PEF000502

EXPIRES 06/30/2026

DSN. BY: PM:

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. THESE DRAWING SHALL BE COPIED FROM THE

ORIGINAL BLUEPRINTS AND ARE APPROXIMATELY TO SCALE. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY AND BE RESPONSIBLE FOR

ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND SHALL NOTIFY

THE ENGINEER OF ANYVARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN ON THESE DRAWINGS.

US0052142.8950

02/06/26

AS SHOWN

CITY OF STATESBORO

STATESBORO

TRANSFER STATION

FLOOR REPAIR

DEMOLITION PLAN

S-101

MH MD

MH KB

0 ISSUED FOR BID 02/06/26

EXIST. CONC DRAIN TO BE

DEMOLISHED, SEE 4/S-501

1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

2. CONDITIONS AND DIMENSIONS SHOWN HERE ARE BASED ON THE

TRANSFER STATION FLOOR REPLACEMENT DRAWINGS DATED JAN.

21, 2016 BY GOLDER ASSOCIATES.

3. FIELD VERIFY ALL CONDITIONS AND MEASUREMENTS PRIOR TO

COMMENCEMENT OF ANY WORK. CONTACT ENGINEER OF RECORD IF

THERE ARE ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS AND WHAT IS SHOWN HERE.

4. PROTECT ALL BUILDINGS AND CONCRETE TO REMAIN DURING

DEMOLITION ACTIVITIES. COORDINATE DEMOLITION AND

CONSTRUCTION ACTIVITIES WITH THE FACILITY REPRESENTATIVE.

5. SEE SHEET S-501 FOR REPRESENTATIVE PHOTOGRAPHS OF AREAS

TO BE DEMOLISHED.

NORTH & GRAPHIC SCALE

GENERAL NOTES

0 10' 20'

SCALE: 1"=10'-0"

PLAN

NORTH

CURB ADJACENT TO

PUSH WALL TO REMAIN

±74'-0"5'-0"

±7 2'

-6

6' -6

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

±11'-6" ±6

9' -2

EXIST. CONC DRAIN

OUTSIDE OF BUILDING

SCALE:1" = 10'

TRANSFER STATION - NEW WORK PLAN1

S-102

NEW 12" PUSH WALL

W/ STEEL RAILS

1. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

2. CONDITIONS AND DIMENSIONS SHOWN HERE ARE BASED ON THE

TRANSFER STATION FLOOR REPLACEMENT DRAWINGS DATED JAN.

21, 2016 BY GOLDER ASSOCIATES.

3. FIELD VERIFY ALL CONDITIONS AND MEASUREMENTS PRIOR TO

COMMENCEMENT OF WORK. CONTACT ENGINEER OF RECORD IF

THERE ARE ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS AND WHAT IS SHOWN HERE.

4. ALL SLABS ON GRADE & WALLS TO BE FIBER-REINFORCED

CONCRETE. SEE GENERAL NOTES D.3 & D.8 ON S-001 FOR FIBER

REINFORCING DETAILS.

8" SLAB ON GRADE W/

#4 @ 12" EW CENTERED

SLAB HIGH POINT, MATCH

EXISTING ELEVATION & SLOPES

EXISTING CONCRETE

TO REMAIN

INFILL TRUCK WELL W/

NEW CONC

NO. REVISION DATE

SCALE:

DWN. BY:

DATE:

PROJECT NO.:

CKD. BY:

OWNER

PROJECT

TITLE

Consultant:

Architects/Engineers:

WSP USA Inc wsp.com

1075 BIG SHANTY ROAD NW,

SUITE 100

KENNESAW, GA 30144

(770) 421-3400

GA COA#: PEF000502

EXPIRES 06/30/2026

DSN. BY: PM:

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. THESE DRAWING SHALL BE COPIED FROM THE

ORIGINAL BLUEPRINTS AND ARE APPROXIMATELY TO SCALE. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY AND BE RESPONSIBLE FOR

ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND SHALL NOTIFY

THE ENGINEER OF ANYVARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN ON THESE DRAWINGS.

US0052142.8950

02/06/26

AS SHOWN

CITY OF STATESBORO

STATESBORO

TRANSFER STATION

FLOOR REPAIR

NEW WORK PLAN

S-102

MH MD

MH KB

0 ISSUED FOR BID 02/06/26

NORTH & GRAPHIC SCALE

GENERAL NOTES

0 10' 20'

SCALE: 1"=10'-0"

PLAN

NORTH

2' -6

5'

-0

TY

P

±6 '-6

"±11'-6" ±6

9' -2

5'-0"

74'-0"

'-6

S-601

S-601

S-601

S-601

S-601

NEW ROLLOVER CURB

AT TRENCH, TO EXISTING

DRAINAGE SYSTEM

S-601

STEEL RAIL WALL

REINF, TYP

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

NEW 12" CONC EDGE

STRIP

EXTENTS OF NEW FIBER

REINFORCED FLOOR SLAB

& PUSH WALL AREA, SEE

NOTE 4

SCALE:NTS

(REF) SECTION AT TRUCK WELL & PUSH WALL1

501 SCALE:NTS

PHOTO - PUSH WALL2

(E) TRANSFER STATION

REINFORCED FLOOR SLAB

TO BE DEMOLISHED

(E) CONC PUSH WALL

TO BE DEMOLISHED

(E) PUSH WALL TO REMAIN

BELOW FLOOR SLAB

(E) TRUCK WELL EQUIPMENT TO

BE DEMOLISHED, SEE 3/S-501

NOTE:

THIS SECTION TAKEN FROM THE TRANSFER STATION FLOOR REPLACEMENT DRAWINGS DATED

JAN. 21, 2016 BY GOLDER ASSOCIATES AND IS FOR REFERENCE ONLY.

SCALE:NTS

PHOTO - TRUCK WELL3

CRACKING AT APPROX.

TOP OF FLOOR SLAB

EXTENTS OF DEMOLITION

ENDS AT CURB ADJACENT

TO PUSH WALL

(E) TRUCK WELL EQUIPMENT

TO BE DEMOLISHED

NO. REVISION DATE

SCALE:

DWN. BY:

DATE:

PROJECT NO.:

CKD. BY:

OWNER

PROJECT

TITLE

Consultant:

Architects/Engineers:

WSP USA Inc wsp.com

1075 BIG SHANTY ROAD NW,

SUITE 100

KENNESAW, GA 30144

(770) 421-3400

GA COA#: PEF000502

EXPIRES 06/30/2026

DSN. BY: PM:

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. THESE DRAWING SHALL BE COPIED FROM THE

ORIGINAL BLUEPRINTS AND ARE APPROXIMATELY TO SCALE. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY AND BE RESPONSIBLE FOR

ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND SHALL NOTIFY

THE ENGINEER OF ANYVARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN ON THESE DRAWINGS.

US0052142.8950

02/06/26

AS SHOWN

CITY OF STATESBORO

STATESBORO

TRANSFER STATION

FLOOR REPAIR

EXISTING CONDITIONS

PHOTOS

S-501

0 ISSUED FOR BID 02/02/26

MH MD

MH KB

SCALE:NTS

PHOTO - CONCRETE DRAIN4

DEMOLISH INFILLED

CONCRETE DRAIN

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

INDICATES EXTENTS OF DEMOLITION

EXIST. REINF IN WALL

#6 @ 12" T&B EW

EXIST. EXT CONC BLDG WALL TO

REMAIN, SHORE AT ALL TIMES

DURING DEMO & CONSTRUCTION

EMBED NEW REINF 9" IN EXIST

WALL W/ SIMPSON SET-3G

EPOXY, SCAN EXIST WALL TO

AVOID REINF CONFLICTS

EXIST EXT GRADE

2" C

LR

3" C

LR

NEW 6" GAB COMPACTED

TO 98% MODIFIED PROCTOR

DENSITY PER ASTM D1557

NEW 12" CONC

SLAB ON GRADE

1'-0"

1' -6

NEW 6 MIL POLY

VAPOR BARRIER

SEE 4/S-601 FOR

JOINT & 8" SLAB

ON GRADE

#6 @ 12"

T&B EW 2" C

LR

3" C

LR

NEW 6" GAB COMPACTED

TO 98% MODIFIED PROCTOR

DENSITY PER ASTM D1557

1' -0

NEW 12" CONC

SLAB ON GRADE

6- 0"

EMBED NEW REINF 9" IN EXIST

WALL W/ SIMPSON SET-3G

EPOXY, SCAN EXIST WALL TO

AVOID REINF CONFLICTS

PROVIDE STD HOOK @

SLAB REINF INTO WALL

TRUCK WELL AREA,

SEE 5/S-601

2" CLR

TYP

2" 3"

#6 @ 12" EF EW

ASCE60 @ 5'-0" OC FULL HEIGHT

OF NEW WALL, SEE 2/S-601

PROVIDE DOWEL W/

18" EMBED, MATCH

8" SLAB REINF

1'-0"

NEW 6 MIL POLY

VAPOR BARRIER

ROUGHEN CONC TO 14" AMPLITUDE,

APPLY CONC BONDING AGENT

5'-0"

ASCE60 GALV

CRANE RAIL, FULL

HEIGHT @ 5'-0" OC

2"x3" HEADED STUD

@ 12" OC, EA SIDE

SEE 1/S-601 FOR

WALL REINF INFO

1'-0"

#4 STIRRUP @ 12"

SECURED TO STUDS

PROVIDE 180° HOOK AT

INTERRUPTED BARS

CLASS "B" LAP

#4 @ 12" OC EW,

CENTERED IN SLAB

NEW 6" GAB COMPACTED

TO 98% MODIFIED PROCTOR

DENSITY PER ASTM D1557

1'-6" EMBED IN NEW SLAB

9" EMBED IN EXIST SLAB

EMBED #4 DOWEL IN NEW SLAB

OR W/ SIMPSON SET-3G EPOXY,

AS SHOWN

2" PREMOLDED JOINT

FILLER MATERIAL

8"

NEW 8" SLAB ON

GRADE, SEE PLAN

NEW 6 MIL POLY

VAPOR BARRIER

EXIST SLAB ON

GRADE

"D

±11'-6"

#4 @12" EW CENTERED OR

6x6 W4.0xW4.0 CENTERED IF

"D" LESS THAN 6"

NEW CONC INFILL

AT TRUCK WELL

2" PREMOLDED JOINT

FILLER MATERIAL

CONC TO REMAIN

AT TRUCK WELL

NEW 6" GAB COMPACTED

TO 98% MODIFIED PROCTOR

DENSITY PER ASTM D1557

8"

NEW 8" SLAB ON

GRADE, SEE 4/S-601

NEW 6 MIL POLY

VAPOR BARRIER

8"

CLASS "B" SPLICE

3" C

LR

EMBED DOWEL 9" IN EXIST SLAB

W/ SIMPSON SET-3G EPOXY

SLAB REINF,

SEE 4/S-601

2(2) CONT REINF BAR,

MATCH SLAB REINF

1' -3

EXIST SLAB ON GRADE

3"

±1'-0"

EXIST CONC RAMP

NEW 6" GAB COMPACTED

TO 98% MODIFIED PROCTOR

DENSITY PER ASTM D1557

NEW 6 MIL POLY

VAPOR BARRIER

NEW CONC TRENCH INFILL,

DIRECT TOWARDS EXISTING

BUILDING DRAINAGE

NO. REVISION DATE

SCALE:

DWN. BY:

DATE:

PROJECT NO.:

CKD. BY:

OWNER

PROJECT

TITLE

Consultant:

Architects/Engineers:

WSP USA Inc wsp.com

1075 BIG SHANTY ROAD NW,

SUITE 100

KENNESAW, GA 30144

(770) 421-3400

GA COA#: PEF000502

EXPIRES 06/30/2026

DSN. BY: PM:

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE

OVER SCALED DIMENSIONS. THESE DRAWING SHALL BE COPIED FROM THE

ORIGINAL BLUEPRINTS AND ARE APPROXIMATELY TO SCALE. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY AND BE RESPONSIBLE FOR

ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND SHALL NOTIFY

THE ENGINEER OF ANYVARIATIONS FROM THE DIMENSIONS AND

CONDITIONS SHOWN ON THESE DRAWINGS.

US0052142.8950

02/06/26

AS SHOWN

CITY OF STATESBORO

STATESBORO

TRANSFER STATION

FLOOR REPAIR

CONCRETE DETAILS

S-601

MH MD

MH KB

0 ISSUED FOR BID 02/06/26

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

SCALE:3/4" = 1'-0"

NEW PUSH WALL & SLAB - SECTION1

S-601 SCALE:NTS

NEW PUSH WALL - RAIL DETAIL2

S-601 SCALE:3/4" = 1'-0"

NEW SLAB AT EXTERIOR WALL3

S-601

SCALE:1-1/2" = 1'-0"

NEW 8" SLAB ON GRADE SECTION4

S-601 SCALE:1-1/2" = 1'-0"

NEW INFILL AT TRUCK WELL5

S-601 SCALE:1-1/2" = 1'-0"

SLAB INTERFACE AT EXISTING CONCRETE6

S-601

SCALE:1-1/2" = 1'-0"

NEW TRENCH INFILL - DRAINGE CURB7

S-601

IFB Design Submittal

Technical Specifications Transfer Station Floor Repair

February 2026

WSP USA Inc.

3348 Peachtree Road NE Suite 1100 Atlanta, GA 30326

Iss ue d f or

Bid Purp os es

O nly

City of Statesboro Transfer Station TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

Section 00 31 21 Surveying

Section 00 73 19 Health and Safety

DIVISION 1 – GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work

Section 01 14 13 Facility Access and Storage Areas

Section 01 71 13 Mobilization and Demobilization

DIVISION 2 – SITE WORK

Section 02 06 00 Structural Demolition

DIVISION 3 – CONCRETE

Section 03 11 00 Concrete Forming

Section 03 20 00 Concrete Reinforcement

Section 03 30 00 Cast-in-Place Concrete

Iss ue d f or

Bid Purp os es

PART 1: GENERAL

1.1 DESCRIPTION OF WORK

A. The CONTRACTOR shall provide surveying for accurately locating and setting forth the layout of the work.

B. CONTRACTOR shall provide as-built finished grades of the of the work following completion and acceptance.

C. Excavation/demolition quantities shall be calculated by the surveyor by comparing the pre-construction survey with the final excavated grades. Fill quantities shall be calculated by the surveyor by comparing the pre-construction survey in areas where no excavation is required with the final grades or by comparing final approved excavation grades with final approved fill grades in areas where excavation is required prior to fill placement.

D. The CONTRACTOR shall employ a land surveyor licensed in the State of Georgia and approved by the PURCHASER.

E. The CONTRACTOR shall submit evidence of the Surveyor's errors and omissions insurance coverage in the form of an insurance certificate with limits as specified in the contract documents.

F. The CONTRACTOR shall make all measurements and check all dimensions necessary for the proper and accurate performance of the work in accordance with the contract documents.

G. The CONTRACTOR shall be responsible for submitting survey information to be used by the ENGINEER and PURCHASER where survey measurements are required to establish quantities for payment.

1.2 RELATED WORK

A. Specification 01 11 00 - Summary of Work

B. Contract / Project Drawings

1.3 APPLICABLE PUBLICATIONS

A. All publications and standard specifications referred to herein are the latest or current issue of that publication or specification as of the specification date.

1.4 QUALITY ASSURANCE

A. The PURCHASER may retain a Georgia registered land surveyor to independently verify survey lines and grades and payment quantities. The CONTRACTOR and the CONTRACTOR's surveyor shall be responsible for cooperating with the surveyor retained by the PURCHASER and for submitting copies of any survey calculations and data, if required, to the ENGINEER. No separate payment shall be made for cooperating with the PURCHASER's surveyor or providing copies of survey calculations.

B. Comply with all applicable codes, ordinances, rules, regulations and laws of local, municipal, State or Federal authorities having jurisdiction.

C. Comply with the construction drawings for this project.

1.5 SUBMITTALS

A. Within seven (7) days after receiving a copy of the Agreement executed by the PURCHASER, the CONTRACTOR shall submit for approval by the PURCHASER and ENGINEER the name, address, and telephone number of the Surveyor prior initiation of any survey work.

B.

TECHNICAL SPECIFICATION

SECTION 00 31 21 - SURVEYING

City of Statesboro Transfer Station Surveying

00 31 21

US0052142.8950

February 2026

Iss ue d f or

Bid Purp os es

C. The CONTRACTOR shall submit documentation verifying the accuracy of the survey and the work to the ENGINEER upon request.

D. The CONTRACTOR's surveyor shall submit sealed and signed as-built drawings and survey notes, which state that the…