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PROJECT MANUAL FOR SALT STORAGE BARN CONCRETE FOUNDATION TOWN OF KIRKWOOD HIGHWAY GARAGE FACILITY 67 FRANCES STREET TOWN OF KIRKWOOD BROOME COUNTY NEW YORK Prepared for: Prepared by: August 24, 2021 GRIFFITHS ENGINEERING, LLC 13 S. Washington Street, Suite 1 Binghamton, NY 13903 Phone: (607) 724-2400 Fax: (607) 724-2436 Web: www.griffithsengineering.com Project # 2008-119-78 TOWN OF KIRKWOOD DEPARTMENT OF PUBLIC WORKS 72 Crescent Drive Kirkwood, NY 13795 Phone: (607) 775-1616 Fax: (607) 775-3630 Web: www.townofkirkwood.org

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PROJECT MANUAL

FOR

SALT STORAGE BARN CONCRETE FOUNDATION

TOWN OF KIRKWOOD HIGHWAY GARAGE FACILITY

67 FRANCES STREET

TOWN OF KIRKWOOD BROOME COUNTY

NEW YORK

Prepared for:

Prepared by:

August 24, 2021

GRIFFITHS ENGINEERING, LLC 13 S. Washington Street, Suite 1

Binghamton, NY 13903 Phone: (607) 724-2400 Fax: (607) 724-2436

Web: www.griffithsengineering.com Project # 2008-119-78

TOWN OF KIRKWOOD DEPARTMENT OF PUBLIC WORKS

72 Crescent Drive Kirkwood, NY 13795

Phone: (607) 775-1616 Fax: (607) 775-3630 Web: www.townofkirkwood.org

ADVERTISEMENT TO BID

Separate sealed bids will be received by the Town Clerk, Town of Kirkwood, 70 Crescent Drive, Kirkwood, New York 13795, until September 7th, 2021. They will be publicly opened and read aloud on or around 12:05 P.M., for the following work:

TOWN OF KIRKWOOD

SALT STORAGE BARN CONCRETE FOUNDATION

It is the Contractors responsibility to meet the minimum guidelines of the Occupational Safety and Health Act (O.S.H.A.), in particular Part 1926, the Safety and Health Regulations for Construction. The Town of Kirkwood has the authority to issue a Stop Work Order if the applicable O.S.H.A. regulations are violated. The Stop Work Order will remain in effect until such violations of the O.S.H.A regulations have been rectified.

Copies of the Project Manual may be obtained by e-mailing your request to Sue Glovich at

[email protected] or at the Kirkwood Town Hall. A pre-bid conference will not be held, however, prospective bidders may view the project site by

appointment through the Highway Department. Bidders submitting bid proposals for this work hereby acknowledge the following: Each laborer, workman, or mechanic employed by the Contractor, Subcontractor, or other person about or upon the work under this Contract, shall be paid not less than the prevailing rate of wages, and shall be paid for or provided the supplements not less than the prevailing supplements as determined by the New York State Department of Labor, pursuant to Article 8 of the New York State Labor Law. The prevailing rate schedule, as determined by the New York State Department of Labor (PRC# 2021005452 – Salt Storage Barn Concrete Fdn), is a part of this Contract, and can be obtained at the following website: https://apps.labor.ny.gov/wpp/publicViewProject.do?method=showIt&id=1514709 The Contractor shall submit a certified copy of all payrolls with each payment requisition to the Town of Kirkwood. The prime Contractor shall be responsible for the submission of copies of payrolls of all Subcontractors. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 45 calendar days after the scheduled closing time for receiving bids. The Town will award the bid within 45 days after the scheduled closing time for receiving bids.

The Town reserves the right to reject any and all bids and to award the Contract in the best interests of the Town of Kirkwood, New York. Date: August 24, 2021 Kelley Deffendorf .

Town Clerk Town of Kirkwood

Salt Storage Barn Concrete Foundation Prevailing Wage Rates

PREVAILING WAGE RATES 1. PREVAILING WAGE RATES 1.1 All employees working on public works projects shall be paid prevailing wage rates according to the

United States Department of Labor Davis-Bacon Wage Determinations or the New York State Department of Labor Prevailing Wage Schedule. When the wage rates differ between the two agencies the higher rate shall be paid.

1.2 The NYSDOL Prevailing Wage Schedule (PRC #2021005452) for Article 8 Public Work Project is on file at the office of the Town Engineer. To access an electronic version of this document please visit the following URL: https://apps.labor.ny.gov/wpp/publicViewProject.do?method=showIt&id=1514709

1.3 The making of false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, U.S.C. 10.

Salt Storage Barn Concrete Foundation Summary

PROJECT SUMMARY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Contract description.

B. Owner supplied products.

1.2 CONTRACT DESCRIPTION

A. Work of the Project includes forming, providing reinforcement bars, placing/finishing concrete and stripping forms for the concrete foundation system for a future salt storage barn located at the Highway Garage facility in Kirkwood, New York.

B. Excavation for the foundation, gravel subbase, backfill and the salt barn structure not included under this contract. Contractor shall coordinate the excavation of the footings including layout with the Town of Kirkwood Highway Department.

C. The work consists of furnishing all labor, equipment, and material and performing all operations in strict conformance with the Project Manual dated August 24, 2021 for the Salt Storage Barn Concrete Foundation project.

1.3 OWNER SUPPLIED PRODUCTS

Not Used.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

END OF SECTION

Salt Storage Barn Concrete Foundation Instructions to Bidders

INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (EJCDC C-700) (2002 Edition) have the meanings assigned to them in the General Conditions. Certain additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof. 1.1. Bidder - one who submits a Bid directly to Owner as distinct from a sub-bidder, who submits a bid to a Bidder. 1.2. Issuing Office-the office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. 1.3. Successful Bidder-the lowest, responsible and responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. 2. COPIES OF BIDDING DOCUMENTS 2.1. A complete set of the Bidding Documents as stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office. 2.2. Complete sets of Bidding Documents must be used in preparing Bids; neither Owner nor Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. Owner and Engineer in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. 3. EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1. It is the responsibility of each Bidder before submitting a Bid: 3.1.1. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents; 3.1.2. To visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work; 3.1.3. To consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work; 3.1.4. To study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and

Salt Storage Barn Concrete Foundation Instructions to Bidders

3.1.5. To promptly notify Engineer of all conflicts, errors, ambiguities or discrepancies which Bidder has discovered in or between the Contract Documents and such other related documents. 3.2 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Contract Documents due to differing or unanticipated conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions. 3.3. On request, Owner will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4. AVAILABILITY OF LANDS FOR WORK, ETC The land upon which the Work is to be performed and the rights-of-entry for access thereto and other lands designated for use by Contractor in performing the Work and the limits of Work are identified in the Contract Documents which will be provided by Owner pursuant to section 4.01 of the General Conditions. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to he incorporated in the Work are to be obtained and paid for by Contractor. 5. INTERPRETATIONS AND ADDENDA 5.1. All questions about the meaning or intent of the Bidding Documents are to be e-mailed to John Mastronardi at: [email protected]. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda e-mailed to all parties having received the Bidding Documents. Questions received less than two days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. 6. CONTRACT TIMES The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the term ''Contract Times'' is defined in paragraph 1.01.14 of the General Conditions) are set forth in the Agreement (or incorporated therein by reference to the attached Bid Form). 7. LIQUIDATED DAMAGES Provisions for liquidated damages, if any, are set forth in the Agreement. 8. SUBSTITUTE AND "OR-EQUAL" ITEMS

Salt Storage Barn Concrete Foundation Instructions to Bidders

The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Specifications. If a substitute or ''or-equal'' item is proposed and is acceptable by the Engineer, then and addendum will be issued and the Contract will be awarded on the basis of all addendum’s. The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in Paragraphs 6.05.A, 6.05.B and 6.05.C of the General Conditions and may be supplemented in the General Requirements. 9. BID FORM 9.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from Owner. 9.2. All blanks on the Bid Form must be completed by printing in black ink or by typewriter. 9.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. 9.4. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature. 9.5. Bids by limited liability companies must be executed in the LLC name and signed by a member, duly authorized to do so, whose name must appear under the signature and the official address of the LLC must be shown below the signature. 9.6. All names must be typed or printed in black ink below the signature. 9.7. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 9.8. The address and telephone number for communications regarding the Bid must be shown. 9.9. Evidence of authority to conduct business as an out-of-state corporation in the state where the Work is to be performed shall be provided. State contractor license number, if any, must also be shown. 10. SUBMISSION OF BIDS Bids shall be submitted at the time and place indicated in the Advertisement or Invitation to Bid and shall be enclosed in an opaque sealed envelope, marked with the Project title and name and address of Bidder and other required documents. If the Bid is sent through the mail or other delivery system the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 11. MODIFICATION AND WITHDRAWAL OF BIDS 11.1. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids.

Salt Storage Barn Concrete Foundation Instructions to Bidders

11.2. If, within twenty-four hours after Bids are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work to be provided under the Contract Documents. 12. OPENING OF BIDS Bids will be opened and (unless obviously non-responsive) read aloud publicly at the place where Bids are to be submitted. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 13. BIDS TO REMAIN SUBJECT TO ACCEPTANCE All Bids whom Owner believes to have a reasonable chance of receiving the award will remain subject to acceptance for forty-five (45) days after the day of the Bid opening, but Owner may, in its sole discretion, release any Bid and return the Bid security prior to that date. 14. AWARD OF CONTRACT 14.1. Owner reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, non-responsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Owner also reserves the right to waive all informalities not involving price, time or changes in the Work. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 14.2. In evaluating Bids, Owner will consider the qualifications of Bidders, and such alternates, unit prices, lump sum and other data, as may be requested in the Bid Form or prior to the Notice of Award. 14.3. Owner may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. Owner also may consider the guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 15. CONTRACT SECURITY Final ten percent (10%) of contract amount will be released upon written proof that the Contractor has satisfied all payments for labor, material and equipment related to the project. 16. SIGNING OF AGREEMENT When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number

Salt Storage Barn Concrete Foundation Instructions to Bidders

of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner with the required Bonds and certificates of required insurance. Within ten days thereafter Owner shall deliver one fully signed counterpart to Contractor. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 17. SALES AND USE TAXES Owner is exempt from State Sales and Compensating Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Refer to Supplementary Conditions for additional information.

Salt Storage Barn Concrete Foundation Bid Form - Stipulated Price

BID FORM - STIPULATED PRICE To: Prospective Bidders Project: Salt Storage Barn Concrete Foundation Date: ..................... Submitted by: ................................................. (full name) (full address) .................................................

................................................. 1a. BASE BID OFFER

Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Griffiths Engineering for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Price of:

$...............................................................dollars, in lawful money of the United States of America.

1b. ALTERNATE OFFER (Not used)

We have included, the security Bid Bond as required by the Instruction to Bidders.

All applicable state and federal taxes are excluded from the Bid Price.

2. ACCEPTANCE

This offer shall be open to acceptance and is irrevocable for forty-five (45) days from the bid closing date.

If this bid is accepted by the Owner within the time period stated above, we will:

- Execute the Agreement within ten days of receipt of Notice of Award. - Furnish the required bonds within ten days of receipt of Notice of Award.

- Commence work within ten days after written Notice to Proceed.

Salt Storage Barn Concrete Foundation Bid Form - Stipulated Price

3. CONTRACT TIME

If this Bid is accepted, we will: - Complete the Work in twelve (12) calendar weeks from Notice to Proceed.

4. CHANGES TO THE WORK

When the Engineer establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee shall be:

10 percent overhead and profit on the net cost of our own Work;

10 percent on the gross cost of work done by any Subcontractor.

On work deleted from the Contract, our credit to the Owner shall be the Engineer approved net cost plus .......... of the overhead and profit percentage noted above.

5. ADDENDA

The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Price.

Addendum # ...... Dated ...................

Addendum # ...... Dated ...................

END OF DOCUMENT

Salt Storage Barn Concrete Foundation Agreement

AGREEMENT

THIS AGREEMENT, made and entered into this _____ day of __________________,

2021, by and between the TOWN BOARD OF THE TOWN OF KIRKWOOD (hereinafter

“Town”), a municipal corporation organized and existing under and by virtue of the laws of the

State of New York (mailing address: Town of Kirkwood, Attention: Town Clerk, Joseph A.

Griffin Town Hall, 70 Crescent Drive, Kirkwood, NY 13795) and

________________________________.(hereinafter “Contractor”) (mailing address:

_______________________________________________________________).

WHEREAS, the Town Board of the Town has solicited a proposal for the purpose of the

Salt Storage Barn Concrete Foundation (the “Work”), and

WHEREAS, Contractor has offered to provide such Work at a price estimated not to

exceed ___________________________________________________Dollars

($_____________) without the further consent of the Town Board, all as written on the Bid

Form – Stipulated Price, attached hereto and made a part hereof,

NOW, THEREFORE, in consideration of the foregoing promises and the mutual

covenants hereinafter expressed, it is hereby agreed by and between the parties hereto as follows:

ARTICLE 1: PRICE & PAYMENT

(a) The Town hereby enters into an agreement with Contractor to perform the Work at a

price not to exceed __________________________________________ Dollars ($___________)

without the further consent of the Town Board. Contractor must start work within fourteen (14)

calendar days from Notice to Proceed and complete work within twelve (12) calendar weeks

from Notice to Proceed.

Salt Storage Barn Concrete Foundation Agreement

(b Upon receipt of written notice that the work is ready for final inspection and

acceptance, the Commissioner of Public Works of the Town shall within five (5) days make such

inspection, and when the Commissioner of Public Works finds the work acceptable under the

Contract and the Contract fully performed, the Town, on or about the 10th day of the following

month, will pay the Contractor an amount not to exceed $______________________ for said

services.

(c ) The Town and Contractor recognize time is of the essence of this Agreement and the

Town will suffer financial loss if the Work is not completed within the times specified, plus any

extensions allowed in accordance with Article 12 of the General Conditions. They also recognize

the delays, expense and difficulties involved in proving the actual loss suffered by the Town if

the Work is not completed on time. Accordingly, instead of requiring any such proof, the Town

and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor will

pay the Town one hundred dollars ($100.00) for each day that expires after the time specified.

ARTICLE 2: EXTRA AND DISPUTED WORK

(a) The Contract may be modified or changed by the Town from time to time in a

manner not materially affecting the substance thereof or increasing the price to be paid by more

than ten percent of the contract price in order to carry out and complete more fully and perfectly

the Work to be done and performed. An order for Extra Work, shall designate the method of

payment therefore, and shall be valid only if issued in writing and signed by the Town. Work so

ordered must be performed by the Contractor.

(b) If the Town determines that the Work in question is Contract Work and not Extra

Work, or that the determination or order complained of is proper, it will direct the Contractor to

proceed, and the Contractor must promptly comply. However, in order to reserve his right to

Salt Storage Barn Concrete Foundation Agreement

claim compensation for such Work or damages resulting from such compliance, the Contractor

must, within five (5) days after receiving notice of the Town’s determination and direction,

notify the Town in writing that the work is being performed, or that the determination and

direction is being complied with, under protest.

(c) If the Contractor shall claim to be sustaining damages by reason of any act or

omission of the Town or its agents, he shall within five (5) days after such act or omissions

occur, notify the Town in writing, and within thirty (30) days thereafter, or within such

additional time in excess of thirty (30) days as may be granted by the Town upon written request

thereof, submit to the Town verified detailed statements of the damages sustained together with

documentary evidence of such damages. Upon failure of the Contractor to fully comply with the

foregoing provisions, such claims shall be deemed waived and no right to recover on such claims

shall exist.

(d) No claim against the Town for damages for breach of contract or compensation for

Extra Work shall be made or asserted in any action or proceeding at law, or in equity, unless the

Contractor shall have strictly complied with all the requirements relating to the giving of notice

and of information with respect to such claims all as hereinbefore provided.

(e) Neither the Town nor any department, officer, agent or employees thereof, shall be

bound, precluded or estopped by any determination, decision, approval, order, letter, payment or

certificate made or given under or in connection with this Contract by the Town, or any officer,

agent or employee of the Town, either before or after the final completion and acceptance of the

Work and payment therefor: (1) from showing the true and correct classification, amount, quality

or character of the Work actually done; or that any such termination, decision, order, letter,

payment or certificate was untrue, incorrect or improperly made in any particular matter, or that

Salt Storage Barn Concrete Foundation Agreement

the Work or any part thereof does not in fact conform to the requirements of this Contract; or (2)

from demanding and recovering from the Contractor any overpayments made to him, or such

damages as it may sustain by reason of his failure to perform each and every part of this Contract

in strict accordance with its terms.

ARTICLE 3: INSURANCES

Contractor shall not commence any work under this agreement until Contractor has, at his

cost and expense, obtained all of the following general liability insurance required under this

paragraph and such insurance has been approved by the Town.

A. Liability Insurance – Contractor shall take out and maintain during the life of this

agreement such commercial general liability insurance from an A.M. Best rated "secured"

NYS licensed insurer containing a 30-day notice of cancellation as shall protect

Contractor from claims for damages for personal injury including accidental death, as

well as from claims for property damage which may arise from activities and operations

under this agreement. Contractor shall furnish the Town with satisfactory proof that the

required insurance is in full force and effect. The commercial general liability insurance

policy shall specifically name and include Town as additional named insured with ISO

endorsement CG2026 or its equivalent. The amounts of such insurance shall be as

follows: Commercial general liability insurance on an occurrence coverage form with a

combined single limit in an amount not less than $1,000,000.00 for injuries including

wrongful death to any one person and property damage on account of any one

occurrence.

B. Compensation Insurance - The Contractor shall take out and maintain during the life of

this contract Workers' Compensation Insurance and Disability Benefits Insurance for

Salt Storage Barn Concrete Foundation Agreement

all its employees to be assigned to the work hereunder, and if none, execution of Workers

Compensation Board Form CE-200 attached hereto, to that effect.

C. The Contractor agrees to indemnify the Town for any applicable deductibles.

ARTICLE 4: REPRESENTATIONS OF CONTRACTOR

The Contractor represents and warrants:

(a) That it is financially solvent and that it is experienced in and competent to perform

the type of work; and

(b) That it is familiar with all Federal, State, municipal and department laws, ordinances

and regulations, which may in any way affect the work or those employed therein.

ARTICLE 5: PERMITS AND REGULATIONS

The Contractor shall procure and pay for all permits and licenses necessary for the

services to be rendered hereunder.

ARTICLE 6: TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT

The Town shall have the right to stop work or terminate the contract if:

(a) The Contractor shall be adjudged bankrupt or make an assignment for the benefit of

creditors; or

(b) A receiver or liquidator shall be appointed for the Contractor or for any of his

property and shall not be dismissed within 20 days after such appointment or the proceeding in

connection therewith shall not be stayed on appeal within the said 20 days; or

(c) The Contractor shall refuse or fail to prosecute the work or any part thereof with

such diligence; or

(d) The Contractor shall fail to make prompt payment to persons supplying labor for the

work; or

Salt Storage Barn Concrete Foundation Agreement

(e) The Contractor shall fail or refuse to comply with all applicable laws or ordinances,

or otherwise be guilty of a substantial violation of any provision of this contract;

(f) In any event, the Town, without prejudice to any other rights or remedy it may have,

may by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and

his right to proceed as to the work. In such case, the Contractor shall not be entitled to receive

any further payment until the work is completed. If the unpaid balance of the compensation to

be paid the Contractor hereunder shall exceed the expense of so completing the work, such

excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the

Contractor shall be liable to the Town for such excess.

ARTICLE 7: NO ASSIGNMENT

In accordance with the provisions of Section 109 of the General Municipal Law, the

Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise

disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to

execute this Agreement, to any other person or corporation without the previous consent in

writing of the Town.

ARTICLE 8: REQUIRED PROVISIONS OF LAW

Each and every provision of law and clause required by law to be inserted in this contract

shall be deemed to have been inserted herein. If any such provision is not inserted through

mistake or otherwise, then upon the application of either party, this contract shall be physically

amended forthwith to make such insertion.

ARTICLE 9: INDEPENDENT CONTRACTOR STATUS

The Contractor, in accordance with its status as an independent Contractor, covenants and

agrees that it will conduct itself consistently with such status. The Contractor, its partners and

Salt Storage Barn Concrete Foundation Agreement

employees will not hold out as nor claim to be an officer or employee of the Town by reason

hereof, nor make any claim, demand or application to or for any right or privilege applicable to

an officer or employee of the Town, including, but not limited to, workers' compensation

coverage, unemployment insurance benefits, social security coverage, or retirement membership

or credit.

ARTICLE 10: PREVAILING WAGE RATES REQUIRED BY LAW

(a) The parties hereto, in accordance with the provisions of Section 220(3) of the Labor Law,

hereby agree that there shall be paid each employee engaged in work under this contract not less

than the wage rate and supplements set opposite the trade or occupation in which he/she is

engaged, as listed New York State Department of Labor website:

https://apps.labor.ny.gov/wpp/publicViewProject.do?method=showIt&id=1514709 (as project PRC#

2021005452, which is incorporated herein by reference and made a part of this agreement),

which are the wage rates and supplements established as the prevailing rate of wages for the

work covered by this contract.

(b) Labor classifications not appearing on the schedule of wages can be used only with

the consent of the Town and then the rate to be paid will be given by the Town after being

advised by the Department of Labor.

(c) The Contractor shall post in a prominent and accessible place on the site of the work

a legible statement of all wage rates and supplements as specified in the contract, for the various

classes of mechanics, workingmen, or laborers employed on the work.

(d) Pursuant to recently adopted provisions of the New York State Labor Law, the

winning bidder must (1) provide each employee on each pay stub relating to this project the

prevailing wage rate for his/her job classification, and (2) at beginning of the work to be

Salt Storage Barn Concrete Foundation Agreement

performed must notify all employees of the telephone number, name and address of the New

York State Department of Labor and his/her right to contact said Department if he/she does not

receive the prevailing wage rates or supplements required for his/her job classification, which

notice must also be provided with each employee’s first pay check after July 1st of each year,

(3) must submit to the Town within 30 days after the issuance of its first payroll and every 30

days thereafter a transcript of the original payroll record, sworn to under the penalty of perjury,

and if this contract and all other for this project exceed $250,000.00 all workers must complete a

ten hour or more OSHA-approved construction safety and health course.

ARTICLE 14: LIABILITY

The Contractor shall hold harmless, defend, and indemnify the Town, as well as its

officers, employees, and officials and their successors, heirs, and assigns, from any and all suits

or claims arising from or connected with the work performed and products used by the

Contractor, and all other manner of claims, pursuant to this agreement.

ARTICLE 15: NO WAIVER

No waiver of any breach of any condition of the Agreement shall be binding unless in

writing and signed by the party waiving said breach. No such waiver shall in any way affect any

other term or condition of this Agreement or constitute a cause or excuse for a repetition of such

or any other breach unless the waiver shall include the same.

ARTICLE 16: AUTHORITY TO SIGN

The Supervisor will execute this Agreement pursuant to a Resolution adopted by the

Town Board of the Town of Kirkwood, at a meeting held on , 2021. Lewis

Grubham, Supervisor, whose signature appears hereafter, is duly authorized and empowered to

execute this instrument and enter into such an agreement on behalf of the Town.

Salt Storage Barn Concrete Foundation Agreement

ARTICLE 17: COUNTERPARTS

This instrument shall be executed in quadruplicate. At least one copy shall be

permanently filed, after execution thereof, in the office of the Town Clerk of the Town of

Kirkwood, New York.

Salt Storage Barn Concrete Foundation Agreement

IN WITNESS WHEREOF, the Town of Kirkwood has caused its corporate seal to be

affixed hereto and these presents to be signed by Lewis Grubham, its Supervisor, duly authorized

to do so, and to be attested to by Kelley Diffendorf, Town Clerk,

and______________________________ has caused these presents to be signed by

_______________________________, its duly authorized representative.

TOWN OF KIRKWOOD (SEAL OF THE TOWN OF KIRKWOOD) By: ___________________________________ LEWIS GRUBHAM, Supervisor Attest: _________________________________ KELLEY DIFFENDORF, Town Clerk [NAME OF CONTRACTOR] By: ___________________________________ [NAME], [TITLE]

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TOWN OF KIRKWOOD 70 CRESENT DRIVE KIRKWOOD, NEW YORK
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NEW HT65'X84' CSS FABRIC STRUCTURE CONCRETE FOUNDATION PLAN
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Drawn by:
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Designed by:
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Date:
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Rev.#
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Ckd by:
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08/16/2021
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LW
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21-132
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JPM
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VS
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UNAUTHORIZED ALTERATION OF THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209, SUBDIVISION 2.
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AS NOTED
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Project No.:
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Drawing Reference Number:
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Plot Scale:
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Seal
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Drawing Name:
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Project Location:
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Project Name:
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BID SET
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S-1
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STRUCTURAL
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SPECIFICATIONS
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FOUNDATION
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EPOXY SET DOWELS AND RODS
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SPECIAL INSPECTION AND MATERIALS TESTING
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6. SPECIAL INSPECTION REPORTS SPECIAL INSPECTION REPORTS THESE REPORTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING INFORMATION:
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A. PERMIT NUMBER PERMIT NUMBER B. NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF THE GOVERNING NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF THE GOVERNING MUNICIPALITY C. SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE NUMBER SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE NUMBER D. UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. E. CLIENT NAME AND ADDRESS CLIENT NAME AND ADDRESS F. NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, AND OTHER DESIGNERS NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, AND OTHER DESIGNERS OR ENGINEERS APPLICABLE TO THE PROJECT G. DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED H. ANY UNRESOLVED DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO OR FROM THE APPROVED ANY UNRESOLVED DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO OR FROM THE APPROVED DRAWINGS AND SPECIFICATIONS RELEVANT TO THE SPECIFIC INSPECTION OR TEST. I. COMPLIANCE FINDINGS AND REFERENCE COMPLIANCE FINDINGS AND REFERENCE J. DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS PERFORMED WITHIN THE DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS PERFORMED WITHIN THE PROJECT K. TIME AND DATE OF THE INSPECTION TIME AND DATE OF THE INSPECTION L. MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS SUPPORTED BY TABLES, GRAPHS, MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS SUPPORTED BY TABLES, GRAPHS, SKETCHES, OR PHOTOGRAPHS AS APPROPRIATE M. THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS APPROPRIATE, OF THE THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS APPROPRIATE, OF THE FIELD INSPECTOR PERFORMING THE INSPECTION N. IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT TESTS OR PARTS OF IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT TESTS OR PARTS OF TESTS
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7. TESTS REPORTS TESTS REPORTS LABORATORY TESTS AND MILL CERIFICATIONS ARE REQUIRED TO BE SUBMITTED TO THE ENGINEER OF RECORD. THESE REPORTS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:FOLLOWING:
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1. CONCRETE ANCHORS (IF APPLIES) 2. CONCRETE MIX DESIGNS 3. REINFORCING STEEL
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1)BASIS: THE 2020 BUILDING CODE OF NEW YORK STATE CHAPTER 18 AND BORING LOGS BY KEYSTONE ASSOC DATED BASIS: THE 2020 BUILDING CODE OF NEW YORK STATE CHAPTER 18 AND BORING LOGS BY KEYSTONE ASSOC DATED THE 2020 BUILDING CODE OF NEW YORK STATE CHAPTER 18 AND BORING LOGS BY KEYSTONE ASSOC DATED CHAPTER 18 AND BORING LOGS BY KEYSTONE ASSOC DATED 04.30.21. ALL REQUIREMENTS OF THE 2020 BCoNYS CHAPTER 18 SHALL BE INCORPORATED INTO THE THE 2020 BCoNYS CHAPTER 18 SHALL BE INCORPORATED INTO THE CHAPTER 18 SHALL BE INCORPORATED INTO THE CONSTRUCTION THIS PROJECT.
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2)ALLOWABLE SOILS BEARING PRESSURE FOR CONC FOOTING DESIGN (AT 42" MIN BELOW GRADE): UNFACTORED ALLOWABLE SOILS BEARING PRESSURE FOR CONC FOOTING DESIGN (AT 42" MIN BELOW GRADE): UNFACTORED FOOTING BEARING CAPACITY: 2,500 P.S.F. (INCREASABLE FOR WIND). PASSIVE SOIL PRESSURE: 250 P.C.F. TO 2,500 P.S.F.
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3)UNEXPECTED SOIL CONDITIONS: ALLOWABLE VALUES AND FOUNDATION DESIGN ARE BASED UPON SOIL CONDITIONS UNEXPECTED SOIL CONDITIONS: ALLOWABLE VALUES AND FOUNDATION DESIGN ARE BASED UPON SOIL CONDITIONS WHICH ARE GENERALLY ENCOUNTERED IN THIS LOCALE. ACTUAL SOIL CONDITIONS WHICH DEVIATE APPRECIABLY FROM THOSE ANTICIPATED SHALL BE REPORTED TO THE OWNER AND THE FOUNDATION STRUCTURAL ENGINEER IMMEDIATELY.
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4)ALL COMPACTION, FILL, BACKFILLING, AND SITE PREPORATION REQUIREMENTS AND PROCEDURES SHALL COMPLY WITH ALL COMPACTION, FILL, BACKFILLING, AND SITE PREPORATION REQUIREMENTS AND PROCEDURES SHALL COMPLY WITH THE 2020 BUILDING CODE OF NEW YORK STATE CHAPTER 18. CHAPTER 18.
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5)EXCAVATE TO REQUIRED DEPTHS AND DIMENSIONS (AS INDICATED IN THE DRAWINGS), CUT SQUARE AND SMOOTH EXCAVATE TO REQUIRED DEPTHS AND DIMENSIONS (AS INDICATED IN THE DRAWINGS), CUT SQUARE AND SMOOTH WITH FIRM LEVEL. BOTTOMS CARE SHALL BE TAKEN NOT TO OVER-EXCAVATE FOUNDATION AT LOWER ELEVATION AND PREVENT DISTURBING OF SOILS AROUND HIGH ELEVATION
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6)CONCRETE FOOTINGS SHALL BE POURED IN NEAT EXCAVATIONS, WITHOUT SIDE FORMS WHENEVER POSSIBLE.CONCRETE FOOTINGS SHALL BE POURED IN NEAT EXCAVATIONS, WITHOUT SIDE FORMS WHENEVER POSSIBLE.
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7)CARRY ALL CONCRETE FOOTINGS TO REQUIRED DEPTHS (42" MIN.) PER THE FOUNDATION PLAN AS VERIFIED BY THE CARRY ALL CONCRETE FOOTINGS TO REQUIRED DEPTHS (42" MIN.) PER THE FOUNDATION PLAN AS VERIFIED BY THE BUILDING INSPECTOR.
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8)CONCRETE FOUNDATIONS SHALL NOT BE POURED UNTIL ALL REQUIRED REINFORCING STEEL, SLEEVES, INSERTS, CONCRETE FOUNDATIONS SHALL NOT BE POURED UNTIL ALL REQUIRED REINFORCING STEEL, SLEEVES, INSERTS, CONDUITS, PIPES,ETC. AND FORMWORK IS PROPERLY PLACED AND INSPECTED BY THE APPROPRIATE BUILDING OFFICIAL/INSPECTOR(S).
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9)THE SIDES AND BOTTOMS OF EXCAVATIONS WHICH ARE TO HAVE CONCRETE CONTACT MUST BE MOISTENED SEVERAL THE SIDES AND BOTTOMS OF EXCAVATIONS WHICH ARE TO HAVE CONCRETE CONTACT MUST BE MOISTENED SEVERAL TIMES JUST PRIOR TO POURING UPON THEM.
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10)DE-WATER FOOTINGS AS REQUIRED TO MAINTAIN DRY WORKING CONDITIONS.DE-WATER FOOTINGS AS REQUIRED TO MAINTAIN DRY WORKING CONDITIONS.
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11)ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE APPROPRIATE INSPECTOR AND BUILDING ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE APPROPRIATE INSPECTOR AND BUILDING OFFICIAL
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1)EPOXY OR RESIN ADHESIVE WILL BE USED IN ALL LOCATIONS WHERE EITHER ALL THREAD ROD OR REBAR ARE EPOXY OR RESIN ADHESIVE WILL BE USED IN ALL LOCATIONS WHERE EITHER ALL THREAD ROD OR REBAR ARE BEING EMBEDDED INTO EXISTING CONCRETE OR MASONRY AS TENSION ROD OR SHEAR ELEMENTS.
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2) CONTRACTOR SHALL MIX AND INSTALL RESIN AND HARDENER PER MANUFACTURER'S SPECIFICATION. CONTRACTOR SHALL MIX AND INSTALL RESIN AND HARDENER PER MANUFACTURER'S SPECIFICATION. ALL EPOXY SET THREADED RODS SHALL BE SET UNDER SPECIAL DEPUTY INSPECTION.
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3)HOLES IN CONCRETE MAY BE DRILLED WITH ROTARY HAMMER DRILL. FOR HOLES IN MASONRY, A HAMMER ACTION HOLES IN CONCRETE MAY BE DRILLED WITH ROTARY HAMMER DRILL. FOR HOLES IN MASONRY, A HAMMER ACTION DRILL SHALL NOT BE USED. SIZE SHALL BE PER MANUFACTURER'S RECOMMENDATION. IMMEDIATELY BEFORE APPLYING ADHESIVE, HOLES SHALL BE REAMED WITH A CIRCULAR WIRE BRUSH ATTACHED TO A DRILL MOTOR AND THEN BLOWN OUT WITH OIL-FREE COMPRESSED AIR.
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4)ADHESIVE FOR DOWNWARD HOLES MAY BE EITHER NON-SAG OR LIQUID TYPE, NORMAL SET. HORIZONTAL OR ADHESIVE FOR DOWNWARD HOLES MAY BE EITHER NON-SAG OR LIQUID TYPE, NORMAL SET. HORIZONTAL OR OVERHEAD HOLES SHALL BE NON-SAG TYPE, NORMAL SET. LIQUID EPOXY SHALL BE POURED SLOWLY INTO THE HOLE TO AVOID AIR ENTRAPTMENT. NON-SAG EPOXY EPOXY SHALL BE INJECTED WITH A CAULK GUN WITH AN EXTENSION NOZZLE FITTED TO REACH THE BOTTOM OF THE HOLE. IN BOTH TYPES THE HOLE SHOULD BE FILLED APPROXIMATELY HALF FULL.
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5)BAR OR ROD SHALL BE SLOWLY INSERTED AND TURNED A MINIMUM OF ONE ROTATION. DO NOT PULL UP AND BAR OR ROD SHALL BE SLOWLY INSERTED AND TURNED A MINIMUM OF ONE ROTATION. DO NOT PULL UP AND DOWN ON THE DOWEL OR ROD WHEN INSTALLING. REMOVE ANY ADHESIVE FROM AROUND HOLE BEFORE IT HAS SET.
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6)ADHESIVE SHALL BE HILTI HIT HY 150 EPOXY, ICC-ES REPORT NUMBER 3013. OPTIONS: SIMPSON STRONG TIE ADHESIVE SHALL BE HILTI HIT HY 150 EPOXY, ICC-ES REPORT NUMBER 3013. OPTIONS: SIMPSON STRONG TIE EPOXY ET-22, ICC-ES REPORT NUMBER 4945, SIMPSON STRONG TIE EPOXY SET, ICC ES REPORT NUMBER 5279, OR RAMSET/REDHEAD EPCON CERAMIC 6, ICC ES NUMBER 4285,
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THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTORS DUTIES ARE DESCRIBED IN THE 2020 BCoNYS CHAPTER THE 2020 BCoNYS CHAPTER BCoNYS CHAPTER BCoNYS CHAPTER CHAPTER 17
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DOCUMENTED METHODS AND PROCEDURES SHALL BE USED FOR INSPECTION AND TESTING REQUIRED OF CONTRACTURAL DOCUMENTS, AND FOR ESTABLISHING ACCEPTANCE CRITERIA. ALL INSTRUCTIONS, STANDARDS, PROCEDURES, CHECKLISTS RELEVANT TO THE WORK WILL BE KEPT UP TO DATE AND READILY AVAILABLE FOR USE. NO INSPECTION OR TEST WILL BE PERFORMED IF THE SAFETY OF INSPECTION PERSONNEL IS IN QUESTION DUE TO JOBSITE CONDITIONS. PRIOR TO PROJECT COMMENCEMENT, THE G.C. WILL CONFER WITH AND OBTAIN THE APPROVAL FROM THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD REGARDING THE INSPECTION AND TESTING PROCEDURES OR SPECIFICATIONS INCLUDING ANY APPROPRIATE ASTM METHODS, CODE REQUIREMENTS OR PROJECT SPECIFICATION REQUIREMENTS.
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AT THE START OF AND DURING EACH INSPECTION OF THE PROJECT TO ASCERTAIN PROPOSED CONFORMITY OF MATERIALS, PERSONNEL QUALIFICATIONS, AS REQUIRED, AND PROCEDURES WITH APPLICABLE CODES, PLANS, AND SPECIFICATIONS.
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1. ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, APPROVED SPECIAL INSPECTION ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB-CONTRACTOR, PER THE 2020 BCoNYS SECTION 109 (OR APPLICABLE CODE) THE OWNER THE 2020 BCoNYS SECTION 109 (OR APPLICABLE CODE) THE OWNER BCoNYS SECTION 109 (OR APPLICABLE CODE) THE OWNER BCoNYS SECTION 109 (OR APPLICABLE CODE) THE OWNER SECTION 109 (OR APPLICABLE CODE) THE OWNER OR OWNERS AGENT SHALL RECOMMEND THE INSPECTOR. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENGINEER OF RECORD. ACCEPTANCE OF THE DEPUTY INSPECTOR SHALL BE PROVIDED BY WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ACCREDITATION TO ASTM E-329-95C, STANDARD SPECIFICATIONS FOR AGENCIES ENGAGED IN THE TESTING AND/OR INSPECTION OF MATERIALS USED IN CONSTRUCTION, IS PREFERRED.
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2. ALL TESTS SHALL BE PERFORMED BY THE EOR APPROVED TESTING LABORATORY CERTIFIED IN ALL TESTS SHALL BE PERFORMED BY THE EOR APPROVED TESTING LABORATORY CERTIFIED IN THE MUNICIPALITY THAT THE WORK IS TO BE DONE. COPIES OF THE TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THE ENGINEER OF RECORD (EOR) IN ADDITION TO OTHER NORMAL DISTRIBUTIONS, WITHIN TWO DAYS OF THE TEST. IN THE CASE OF DESCREPANCIES OR DEFICIENCIES, THE SPECIALINSPECTION AGENCY SHALL IMMEDIATELY NOTIFY THE EOR. TESTING FREQUENCY SHALL SHALL BE PER APPLICABLE STRUCTURAL MASONRY, REINFORCED CONCRETE, AND STRUCTURAL STEEL WELDING CODES AND STANDARDS AND ARE PART OF THIS SPECIFICATION.CODES AND STANDARDS AND ARE PART OF THIS SPECIFICATION.
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3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND/OR INSPECTION FIRM THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND/OR INSPECTION FIRM WITH A CONSTRUCTION SCHEDULE TO FACILITATE THE PROPER COORDINATION.
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4.THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE ENGINEER AT A MINIMUM PER WEEK FREQUENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY BOTH HE AND HIS SUPERVISOR, STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE WORKMANSHIP PROVISIONS OF THE 2020 BCoNYS.2020 BCoNYS. BCoNYS.BCoNYS.
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5.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
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8.SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR FROM AN ACCREDITED, EOR APPROVED SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR FROM AN ACCREDITED, EOR APPROVED INSPECTION AGENCY AND WITH THE APPROPRIATE CURRENT MUNICIPAL LICENSES AND CERTIFICATIONS SHALL BE REQUIRED FOR THE TYPED OF WORK LISTED BELOW
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A. ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE CONTINUOUSLY INSPECTED DURING ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION. B. EXPANSION/ADHESIVE ANCHORS IN CONCRETE AND CONCRETE SCREWS EXPANSION/ADHESIVE ANCHORS IN CONCRETE AND CONCRETE SCREWS C. CONCRETE WITH STRENGTH (F'c) GREATER THAN 2,500 PSI.CONCRETE WITH STRENGTH (F'c) GREATER THAN 2,500 PSI.
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GENERAL NOTES
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THE CONTRACTOR SHALL SUBMIT TO THE TOWN OF KIRKWOOD AND ENGINEER A CONSTRUCTION SCHEDULE OUTLINING THE SEQUENCE OF THE CONSTRUCTION EVENTS AND ACTIVITIES (INCLUDING BUILDING DEPARTMENT SUBMITTALS AND PERMIT ACQUISITIONS) PRIOR TO COMMENCING WITH THIS PROJECT.
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ONLY "APPROVED AND PERMITTED" STRUCTURAL WORKING DRAWINGS ( AND ALL OTHER CONSTRUCTION DOCUMENTS) ARE PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. ALL OTHER DRAWINGS ARE OBSOLETE AND ARE NOT PERMITTED ON THE JOB SITE, NOR SHALL THEY BE USED FOR ANY CONSTRUCTION PURPOSES (INCLUDING THE CALCULATION OF ALL FINAL ESTIMATES AND BIDS). ANY CONTRACTOR USING UNAPPROVED DRAWINGS WILL BE HELD SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN ACCORDANCE WITH THE "APPROVED" DRAWINGS.
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ASTM DESIGNATIONS AND STANDARDS, AND ICC-ES REPORTS, REFER TO THE LATEST AMENDMENTS.
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IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (SIM.) CONDITIONS THAT ARE SHOWN OR CALLED FOR.
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PRIOR TO COMMENCING WITH THE CONSTRUCTION, THE CONTRACTOR SHALL REFER TO CALHOUN BUILDING DRAWINGS TO COORDINATE WITH FOUNDATION DRAWINGS, AND ANY DISCREPANCY BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION BEFORE START OF CONSTRUCTION.
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WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS, CODES, ORDINANCES, RULES, REGULATIONS AND RESEARCH REPORTS, THE MOST STRINGENT (OR CONSERVATIVE) SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SUCH CONFLICT IMMEDIATELY.
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THESE NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS (CONTRACT DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS FOR CONSTRUCTION SAFETY. THESE DOCUMENTS AND ALL PHASES OF CONSTRUCTION HEREBY CONTEMPLATED ARE TO GOVERNED, AT ALL TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT STATE OF NEW YORK OCCUPATIONAL AND HEALTH ACT.
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OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF THE ENGINEER (SUPPORT SERVICES) SHALL NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING ANY PHASE OF THE CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED BY ANY REGULATING GOVERNMENTAL AGENCY, I.E. LOCAL BUILDING DEPARTMENT) PROVIDED BY OTHERS. THESES SUPPORT SERVICES, WHETHER MATERIAL OR WORK, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE TO THE CONSTRUCTION DOCUMENTS, BUT DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
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THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. THIS SHALL INCLUDE ANY NECESSARY PRE-LOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE COMPLETED WORK
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THE CONTRACTOR SHALL PROVIDE THE DESIGN, MATERIALS, AND FABRICATION OF ALL TEMPORARY BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION.
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THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE DRAWINGS AND GENERAL NOTES.
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THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENTS) REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
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ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES
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THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE BUILDING
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SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
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THE FOLLOWING NOTES TYPICAL DETAILS AND SCHEDULES SHALL APPLY TO ALL PHASES' OF THIS PROJECT UNLESS NOTED OR SHOWN OTHERWISE ON PLANS.
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DO NOT SCALE STRUCTURAL PLANS OR DETAILS. ONLY WRITTEN DIMENSIONS SHALL BE USED.
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THERE SHALL BE NO DEVIATION FROM THE PLANS, DETAILS, NOTES, AND SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.
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ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE. DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY UNUSUAL OR UNFORESEEN CONDITION PRIOR TO CONTINUING WITH CONSTRUCTION. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE APPEARS TO BE A DISCREPANCY BETWEEN THE DRAWINGS AND THE CONDITION IN THE FIELD, THE ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUING WITH WORK.
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THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENTS) AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. THE CALHOUN BUILDING PLANS SHALL BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS.
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ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2020 BUILDING CODE OF NEW YORK STATE AND THE 2020 BUILDING CODE OF NEW YORK STATE AND STATE AND STATE AND AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER OF THE WORK. THE CONTRACTOR SHALL MAINTAIN A COPY OF ANY PORTION THE CODE AT THE SITE AT ALL TIMES. AT THE SITE AT ALL TIMES.
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CONCRETE
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D. BEAMS, GIRDERS, AND COLUMNS, NOT EXPOSED TO EARTH OR WEATHER:1 ".12".
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C. SLABS, WALLS AND JOISTS, NOT EXPOSED TO EARTH OR WEATHER: ".34".
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78" DIAMETER: 10" 1" DIAMETER: 12"
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58" DIAMETER OR SMALLER: 8" " DIAMETER: 10"34" DIAMETER: 10"
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SIDE FORMS AT FOOTINGS: MINIMUM 2 DAYS EDGE FORMS OF SLAB ON GRADE STRIP 1: MINIMUM 1 DAY.
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CONCRETE STRENGTHS, F'C, PSI CONCRETE FOUNDATIONS: 4,500 PSI SLAB ON GRADE: 3,000 PSI CAST IN PLACE CONCRETE WALLS: 4,500 PSI
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1.ALL APPLICABLE SECTIONS OF AMERICAN CONCRETE INSTITUTE (ACI) 301-07 ALL APPLICABLE SECTIONS OF AMERICAN CONCRETE INSTITUTE (ACI) 301-07 ('SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS') SHALL BE CONSIDERED AS A PART OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS PUBLICATION AT THE JOB SITE AT ALL TIMES.
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2.ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH (F'c) AS ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH (F'c) AS (F'c) AS LISTED IN SCHEDULE BELOW AT TWENTY-EIGHT (28) DAYS. ALL CONCRETE SHALL BE CONCRETE SHALL BE REGULAR WEIGHT (UNLESS SPECIFICALLY NOTED OTHERWISE). THE MAXIMUM WATER OTHERWISE). THE MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.45 AND THE MAXIMUM SLUMP SHALL BE 4" AS MAXIMUM SLUMP SHALL BE 4" AS VERIFIED BY A DEPUTY INSPECTOR AND BATCH PLANT RECORDS.BATCH PLANT RECORDS.
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3. ALL CONCRETE WORK SHALL COMPLY WITH THE 2020 BUILDING CODE OF ALL CONCRETE WORK SHALL COMPLY WITH THE 2020 BUILDING CODE OF THE 2020 BUILDING CODE OF NEW YORK STATE, (BCoNYS).NEW YORK STATE, (BCoNYS)., (BCoNYS).BCoNYS)..
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4. SPECIAL INSPECTION (AS REQUIRED OR SPECIFIED) SHALL CONFORM TO I.B.C. SPECIAL INSPECTION (AS REQUIRED OR SPECIFIED) SHALL CONFORM TO I.B.C. I.B.C. SECTION 110, SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BY AN I.C.C SECTION 110, SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BY AN I.C.C CERTIFIED DEPUTY INSPECTOR OR BUILDING DEPARTMENT APPROVED ENGINEER.
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5.CEMENT SHALL CONFORM TO ACI STANDARDS FOR TYPE 1 OR 2 LOW ALKALI.CEMENT SHALL CONFORM TO ACI STANDARDS FOR TYPE 1 OR 2 LOW ALKALI.ACI STANDARDS FOR TYPE 1 OR 2 LOW ALKALI. STANDARDS FOR TYPE 1 OR 2 LOW ALKALI.ALKALI.
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6. AGGREGATES SHALL CONFORM TO ACI. AGGREGATE SIZE SHALL NOT EXCEED ".AGGREGATES SHALL CONFORM TO ACI. AGGREGATE SIZE SHALL NOT EXCEED ".ACI. AGGREGATE SIZE SHALL NOT EXCEED ".. AGGREGATE SIZE SHALL NOT EXCEED ".AGGREGATE SIZE SHALL NOT EXCEED ".34".
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7.WHERE NOT SPECIFICALLY DETAILED, THE MINIMUM CONCRETE COVER ON REINFORCING WHERE NOT SPECIFICALLY DETAILED, THE MINIMUM CONCRETE COVER ON REINFORCING REINFORCING STEEL SHALL BE:
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A.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH OR WEATHER: 3"CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH OR WEATHER: 3"WEATHER: 3"
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B.CONCRETE PLACED AGAINST FORMS, BUT EXPOSED TO EARTH OR WEATHER: 2"CONCRETE PLACED AGAINST FORMS, BUT EXPOSED TO EARTH OR WEATHER: 2"WEATHER: 2"
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8. MINIMUM LAP SPLICE FOR ALL REINFORCING BARS AT SPLICES: (SPLICES TO BE MINIMUM LAP SPLICE FOR ALL REINFORCING BARS AT SPLICES: (SPLICES TO BE (SPLICES TO BE STAGGERED): #3, #4, #5, AND #6: 38" #7: 54" #8: 62"38" #7: 54" #8: 62"
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9. THE MINIMUM RADIUS OF BEND FOR REINFORCING STEEL (MEASURED ON THE INSIDE OR THE MINIMUM RADIUS OF BEND FOR REINFORCING STEEL (MEASURED ON THE INSIDE OR INSIDE OR THE BAR) SHALL BE AS FOLLOWS: #3: 1 " #4: 1 " #5: 1 " #6: 2 " #7: 2 " #8: 3"18" #4: 1 " #5: 1 " #6: 2 " #7: 2 " #8: 3"12" #5: 1 " #6: 2 " #7: 2 " #8: 3"78" #6: 2 " #7: 2 " #8: 3"14" #7: 2 " #8: 3"58" #8: 3"
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10 ALL ANCHOR BOLTS USED IN CONCRETE CONSTRUCTION SHALL HAVE A MINIMUM MINIMUM TOTAL EMBEDMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:
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11.LOCATION OF ALL CONSTRUCTION JOINTS, OTHER THAN SPECIFIED, SHALL BE LOCATION OF ALL CONSTRUCTION JOINTS, OTHER THAN SPECIFIED, SHALL BE APPROVED BY THE OWNER, GEOTECHNICAL ENGINEER AND THE FOUNDATION ENGINEER PRIOR TO POURING. CONSTRUCTION JOINTS SHALL BE THOROUGHLY AIR AND WATER CLEANED AND HEAVILY ROUGHENED SO AS TO EXPOSE COARSE AGGREGATES. ALL SURFACES TO RECEIVE CONCRETE SHALL BE MAINTAINED CONTINUOUSLY WET AT LEAST THREE HOURS IN ADVANCE OR POURING.
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12.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, INSERTS, AND ANY OTHER ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, INSERTS, AND ANY OTHER OTHER HARDWARE TO BE SET INTO CONCRETE SHALL BE WELL SECURED IN POSITION PRIOR POSITION PRIOR TO POURING OF CONCRETE.
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13.THE ENGINEER AND INSPECTOR SHALL BE NOTIFIED, IN A TIMELY MANNER, FOR THE ENGINEER AND INSPECTOR SHALL BE NOTIFIED, IN A TIMELY MANNER, FOR FOR REINFORCING INSPECTION PRIOR TO THE POURING OF ANY CONCRETE.
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14.THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO PLACING THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO PLACING PLACING SLEEVES, PIPES, DUCTS, CHASES, CORING, AND OPENING ON OR THROUGH STRUCTURAL THROUGH STRUCTURAL CONCRETE BEAMS, WALLS FLOORS AND ROOF SLABS, UNLESS SPECIFICALLY NOTED OR BS, UNLESS SPECIFICALLY NOTED OR S, UNLESS SPECIFICALLY NOTED OR UNLESS SPECIFICALLY NOTED OR DETAILED. ALL PIPES OR CONDUITS PASSING THROUGH CONCRETE MEMBERS SHALL BE THROUGH CONCRETE MEMBERS SHALL BE SLEEVED WITH STANDARD STEEL PIPES.
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15.FORM WORK DESIGN AND REMOVAL SHALL CONFORM TO THE 2020 BUILDING CODE OF FORM WORK DESIGN AND REMOVAL SHALL CONFORM TO THE 2020 BUILDING CODE OF THE 2020 BUILDING CODE OF NEW YORK STATE.
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16.VIBRATE ALL CONCRETE (INCLUDING SLABS ON GRADE) AS IT IS PLACED WITH A VIBRATE ALL CONCRETE (INCLUDING SLABS ON GRADE) AS IT IS PLACED WITH A MECHANICAL VIBRATOR OPERATED BY EXPERIENCED PERSONNEL. THE VIBRATOR SHALL BE USED TO CONSOLIDATE THE CONCRETE, NOT TRANSPORT IT. REINFORCING STEEL AND FORMS SHALL NOT BE VIBRATED.
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17.ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF EDITION OF THE AMERICAN CONCRETE INSTITUTE (A.C.I.) BUILDING CODE (A.C.I. 318) AND THE (A.C.I. 318) AND THE ) AND THE AND THE LATEST EDITIONS OF THE A.C.I. MANUALS OF CONCRETE PRACTICE AND SPECIFICATIONS.PRACTICE AND SPECIFICATIONS.
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18.FORM REMOVAL: REMOVE FORMS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:FORM REMOVAL: REMOVE FORMS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
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19. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE DAYS AFTER PLACEMENT.
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20. THE CONTRACTOR SHALL SUBMIT REQUESTS FOR THE USE OF ADMIXTURES THE CONTRACTOR SHALL SUBMIT REQUESTS FOR THE USE OF ADMIXTURES TO THE ARCHITECT AND ENGINEER FOR THEIR REVIEW AND APPROVAL.
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21.CONCRETE MIX DESIGNS SHALL BE PREPARED BY AN APPROVED TESTING CONCRETE MIX DESIGNS SHALL BE PREPARED BY AN APPROVED TESTING LABORATORY. THE GC SHALL PROVIDE REBAR SHOP DRAWINGS. BOTH MIX DESIGNS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. THE DEPUTY INSPECTOR SHALL VERIFY MIX DESIGNS AND REBAR PLACEMENT PRIOR TO PLACEMENT OF CONCRETE.
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22.ONLY ONE GRADE OF CONCRETE SHALL BE ALLOWED ON THE PROJECT SITE AT ANY ONLY ONE GRADE OF CONCRETE SHALL BE ALLOWED ON THE PROJECT SITE AT ANY ONE TIME.
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23.CONCRETE SHALL NOT FREE FALL MORE THAN SIX FEET. USE TREMIE, PUMP, OR OTHER CONCRETE SHALL NOT FREE FALL MORE THAN SIX FEET. USE TREMIE, PUMP, OR OTHER OR OTHER APPROVED METHODS.
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EXCAVATION & BACKFILL NOTES 1. THE SITE SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATIONS AND THE CIVIL THE SITE SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATIONS AND THE CIVIL DRAWINGS. THE STRUCTURAL DESIGN IS BASED ON RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING EVALUATION REPORT BY KEYSTONE ASSOCIATES, DATED MAY 26, 2021. A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY ALL ASSUMPTIONS AND REPORT TO THE OWNER/ENGINEER ANY VARIATIONS. 2. EXCAVATIONS TO BE SHEETED AND BRACED, OR LAID BACK TO PREVENT SLOUGHING IN OF EXCAVATIONS TO BE SHEETED AND BRACED, OR LAID BACK TO PREVENT SLOUGHING IN OF THE EXCAVATED AREAS PER OSHA REGULATIONS. 3. ALL EXCAVATIONS AND GRADES PREPARED FOR BEARING SHALL BE INSPECTED BY A ALL EXCAVATIONS AND GRADES PREPARED FOR BEARING SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN ASSUMPTIONS AND REPORT NONCONFORMING CONDITIONS. 4. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF CONSTRUCTION DEWATERING REQUIRED THE CONTRACTOR SHALL DETERMINE THE EXTENT OF CONSTRUCTION DEWATERING REQUIRED FOR THE EXCAVATION. THE CONTRACTOR SHALL SUBMIT TO THE GEOTECHNICAL ENGINEER FOR REVIEW THE PROPOSED PLAN FOR DEWATERING, PRIOR TO EXCAVATION. 5. PLACE ALL FOOTINGS ON FIRM, DRY, LEVEL, ACCEPTABLE BEARING SOIL. PLACE ALL FOOTINGS ON FIRM, DRY, LEVEL, ACCEPTABLE BEARING SOIL. 6. FROST DEPTH FOR THIS PROJECT IS 4'-0" BELOW GRADE. FINISH GRADE SHALL BE FROST DEPTH FOR THIS PROJECT IS 4'-0" BELOW GRADE. FINISH GRADE SHALL BE MAINTAINED A MINIMUM OF 3'-0" ABOVE TOP OF FOUNDATIONS UNLESS NOTED OTHERWISE. 7. TOP OF FOOTING ELEVATIONS PROVIDED ON CONSTRUCTION DRAWINGS ARE FOR PURPOSES TOP OF FOOTING ELEVATIONS PROVIDED ON CONSTRUCTION DRAWINGS ARE FOR PURPOSES OF DESIGN. NOTIFY THE ENGINEER IF TOP OF FOOTING ELEVATIONS NEED TO BE ADJUSTED BASED ON CONTRACTOR'S FIELD COORDINATION OR GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 8. REMOVE AND DISPOSE OF LEGALLY FROM SITE; UNACCEPTABLE BEARING SOIL, EXCESS REMOVE AND DISPOSE OF LEGALLY FROM SITE; UNACCEPTABLE BEARING SOIL, EXCESS EXCAVATED MATERIAL, ASPHALT MATERIAL (SEE SITE PLANS). 9. WHERE FILL IS REQUIRED UNDER BEARING CONDITIONS, IT SHALL BE SELECTED AND PLACED WHERE FILL IS REQUIRED UNDER BEARING CONDITIONS, IT SHALL BE SELECTED AND PLACED IN ACCORDANCE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. 10. THE DESIGN OF WALLS RETAINING EARTH DOES NOT INCLUDE HYDROSTATIC PRESSURE THE DESIGN OF WALLS RETAINING EARTH DOES NOT INCLUDE HYDROSTATIC PRESSURE LOADS UNLESS NOTED OTHERWISE, AND ASSUMES A DRAINAGE SYSTEM IS IN PLACE WHERE REQUIRED. 11. BACKFILL WITHIN BUILDING - TO WITHIN 6 INCHES OF UNDERSIDE OF FLOOR SLAB SHALL BE BACKFILL WITHIN BUILDING - TO WITHIN 6 INCHES OF UNDERSIDE OF FLOOR SLAB SHALL BE "SUBBASE COURSE" (NYSDOT 304.12 - TYPE 2) CONSISTING OF HARD DURABLE PEBBLES, ROCK FRAGMENTS AND SOIL BINDER. IT SHALL BE FREE OF CLAY, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIAL. GRADATION: 2 INCHES MAXIMUM SIZE, 25-60% PASSING THE 1/4" SIEVE, 5-40% PASSING NO. 40 SIEVE, AND NOT MORE THAN 10% PASSING NO. 200 SIEVE. 12. UNDER SLABS ON GRADE - POROUS 6 INCH LIFT OF WASHED "CRUSHED STONES" UNDER SLABS ON GRADE - POROUS 6 INCH LIFT OF WASHED "CRUSHED STONES" CONSISTING OF: 50/50 MIX OF #1's AND #2's., ASTM #57 STONE. 13. BACKFILL OUTSIDE OF BUILDING - "SELECT GRANULAR FILL" (NYSDOT 203.07) CONSISTING BACKFILL OUTSIDE OF BUILDING - "SELECT GRANULAR FILL" (NYSDOT 203.07) CONSISTING OF SAND, FINE GRAVEL, COARSE SILT, OR SIMILAR NON-COHESIVE HARD DURABLE MATERIALS AND SOIL BINDERS WITHOUT EXCESSIVE CLAY, ORGANIC MATTER, OR FROZEN OR DELETERIOUS MATERIAL. GRADATION: 4 INCHES MAXIMUM SIZE, 0-70% PASSING THE #40 SIEVE AND 0-15% PASSING THE #200 SIEVE. 14. FILL COMPACTION: WITHIN BUILDING - 95% DRY DENSITY MODIFIED PROCTOR OUTSIDE OF FILL COMPACTION: WITHIN BUILDING - 95% DRY DENSITY MODIFIED PROCTOR OUTSIDE OF BUILDING - 95% DRY DENSITY MODIFIED PROCTOR. 15. FILL PLACEMENT - BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS FILL PLACEMENT - BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED SPECIFIED DESIGN STRENGTH. PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALL IN 6 INCH LIFTS. THE MAXIMUM DIFFERENCE IN ELEVATION ON EITHER SIDE OF WALL SHALL NOT EXCEED 1'-6". 16. STRUCTURAL STEEL FRAMING PROVIDES LATERAL RESTRAINT OF BASEMENT FOUNDATION STRUCTURAL STEEL FRAMING PROVIDES LATERAL RESTRAINT OF BASEMENT FOUNDATION WALLS. STEEL FRAMING AND DECKING SHALL BE IN PLACE PRIOR TO BACKFILLING. WHERE THIS CANNOT BE ACCOMMODATED THE WALL SHALL BE SHORED CONTINUALLY AND THE ENGINEER NOTIFIED.
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REINFORCING STEEL
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1.ALL REINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE BARS CONFORMING TO A.S.T.M. ALL REINFORCING STEEL SHALL BE DEFORMED INTERMEDIATE GRADE BARS CONFORMING TO A.S.T.M. A-615, GRADE 60 AND THE 2020 BUILDING CODE OF NEW YORK STATE (BCoNYS).AND THE 2020 BUILDING CODE OF NEW YORK STATE (BCoNYS).BCoNYS)..
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2.REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED OTHERWISE.REINFORCING STEEL SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED OTHERWISE.
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3.TO HOLD REINFORCING BARS IN THEIR TRUE POSITION AND PREVENT DISPLACEMENT, STANDARD TIE TO HOLD REINFORCING BARS IN THEIR TRUE POSITION AND PREVENT DISPLACEMENT, STANDARD TIE AND ANCHORAGE DEVICES MUST BE PROVIDED.
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4.SHOP DRAWINGS FOR FABRICATION OF ANY REINFORCING STEEL SHALL BE APPROVED BY THE SHOP DRAWINGS FOR FABRICATION OF ANY REINFORCING STEEL SHALL BE APPROVED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER, FOR THEIR REVIEW, PRIOR TO FABRICATION.
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5.REFER TO CONCRETE NOTES FOR MINIMUM SPLICE LENGTH AND MINIMUM RADIUS OF BEND OF REFER TO CONCRETE NOTES FOR MINIMUM SPLICE LENGTH AND MINIMUM RADIUS OF BEND OF REINFORCING STEEL.
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6.STAGGER SPLICES IN REINFORCING STEEL UNLESS SPECIFICALLY NOTED OTHERWISE.STAGGER SPLICES IN REINFORCING STEEL UNLESS SPECIFICALLY NOTED OTHERWISE.
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7.ALL REINFORCING BAR BENDS SHALL BE MADE COLD.ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
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8.FABRICATION, ERECTION, AND PLACEMENT OF REINFORCING STEEL SHALL CONFORM WITH THE "ACI FABRICATION, ERECTION, AND PLACEMENT OF REINFORCING STEEL SHALL CONFORM WITH THE "ACI "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" (ACI 315) AND CONCRETE CONCRETE REINFORCING STEEL INSTITUTE (C.R.S.I.) OF STANDARD PRACTICE.
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9.ALL SLABS ON GRADE REINFORCING TO #4 @ 16" O.C. EACH WAY OR MINIMUM REQUIREMENTS PER ALL SLABS ON GRADE REINFORCING TO #4 @ 16" O.C. EACH WAY OR MINIMUM REQUIREMENTS PER TOWN ENGINEER. CENTER IN EACH DIRECTION. PLACE STEEL AT MID HEIGHT OF SLAB CROSS . CENTER IN EACH DIRECTION. PLACE STEEL AT MID HEIGHT OF SLAB CROSS SECTION.
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10.REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIAL LIKELY TO IMPAIR REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIAL LIKELY TO IMPAIR BOND.
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11. WELDING OF REINFORCING STEEL (WHERE SPECIFICALLY NOTED OR DETAILED) SHALL CONFORM TO THE 2020 BUILDING CODE OF NEW YORK STATE.
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A
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A.1
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A.2
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A.3
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A.4
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B
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BLDG TRUSS BASEPLATE PER CALHOUN
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3
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S-3
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6
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S-3
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2
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S-3
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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5
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S-3
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3
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S-3
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BLDG TRUSS BASEPLATE PER CALHOUN
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1
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2
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3
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4
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5
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6
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7
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8
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5
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S-3
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12" THK CAST IN PLACE CONCRETE WALL x 10'-0" TALL 9ABOVE FINISH SURFACE). REINFORCE WITH 2 CURTAINS OF #6 @12" O.C. VERTICAL AND #5 @ 12" O.C. HORIZONTAL
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5
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S-3
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3
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S-3
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8
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S-3
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7
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S-3
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END WALL WIND POST PER CALHOUN
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ASPHALT PAVING ON COMPACTED BASE BY OTHERS
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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6'-6" WIDE x 16" THK
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TOWN OF KIRKWOOD 70 CRESENT DRIVE KIRKWOOD, NEW YORK
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NEW HT65'x84' CSS FABRIC STRUCTURE CONCRETE FOUNDATION PLAN
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Drawn by:
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Designed by:
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Date:
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Rev.#
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Ckd by:
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08/16/2021
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LW
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21-132
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JPM
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VS
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UNAUTHORIZED ALTERATION OF THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209, SUBDIVISION 2.
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AS NOTED
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Project No.:
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Drawing Reference Number:
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Plot Scale:
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Seal
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Drawing Name:
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Project Location:
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Project Name:
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BID SET
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S-2
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C.I.P. CONCRETE WALL FOUNDATION PLAN
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FOUNDATION PLAN SCALE: 3/16"=1'-0"
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1
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S-2
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GRID
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FABRIC LINE
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MIN.
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4"**
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MIN.
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4"**
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3,000 psi
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22 MPa
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PLANS
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#5
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62"
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#7
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Ldh PER 7/S4.0
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54"
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LAP LENGTH SCHEDULE
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32"
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4,000 psi
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62"
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62"
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29 MPa
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32"
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62"
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38"
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38"
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38"
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36 MPa
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32"
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(3) #5 t&b EA. SIDE (unIess noted)
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32 MPa
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MAX. DIMENSION
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NOTES: 1. PROVIDE THE FOLLOWING REINFORCING IN ALL 8" PROVIDE THE FOLLOWING REINFORCING IN ALL 8" CONCRETE WALLS, UNLESS NOTED OTHERWISE. A. VERTICAL #6 @ 12"o.c. VERTICAL #6 @ 12"o.c. B. HORIZONTAL #5 @ 12"o.c. HORIZONTAL #5 @ 12"o.c. 2. VERIFY ALL CONCRETE WALL LOCATIONS WITH VERIFY ALL CONCRETE WALL LOCATIONS WITH THE GUARD-ALL BLDG DRAWINGS.
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HEAD BARS
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34" DIAMETER HEAVY HEX ANCHOR BOLT PER ASTM F1554 (55 KSI). PROVIDE (4) #5 HORIZONTAL BARS AT 3" O.C. (EA FACE)
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OPTIONAL WINCH MOUNTING
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OPTIONAL WINCH MOUNTING
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ANCHOR BOLT
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BEAM AND GIRDER STIRRUP
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C.I.P. CONC WALL PER 2/S3.0 AND PLAN S2.0
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FOUNDATION PIER SUPPLEMENTARY TIE
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TRUSS LEG PER CALHOUN SUPERSTRUCTURE
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FOUNDATION PIER TIE
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2. IF THE EFFECTIVE LENGTH OF AN OPENING IS GREATER THAN IF THE EFFECTIVE LENGTH OF AN OPENING IS GREATER THAN 36" FOLLOW THE TRIM REQUIREMENTS CALLED OUT ON THE APPROPRIATE DETAIL.
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1. ALL ABOVE CONDITIONS REQUIRE (3) #5 TOP AND BOTTOM TRIM ALL ABOVE CONDITIONS REQUIRE (3) #5 TOP AND BOTTOM TRIM BARS ALL AROUND THE EFFECTIVE OPENING WITH 3'-0'' MINIMUM EMBEDMENT PAST THE OPENING EDGE DIAGONAL BARS ARE ARE NOT REQUIRED.
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18" TO 3'-0"
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12" TO 18"
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(2) #5 t&b EACH SIDE
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3'-0" & LARGER
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(1) #5 EACH SIDE
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REINFORCING
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CORNER
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(4) #7 VERT.
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(4) #7
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FOOTING
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INTERSECTION
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OUTSIDE
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1/4" THICK PLATE
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ANCHOR
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INSIDE
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OPENING IN CONCRETE WALL N.T.S.
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ALT. BEND FOR SINGLE CURTAIN CONDITION
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ANCHOR BOLT 3/8" THICK PLATE
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GRID
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3''MIN CLR
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NOTES:
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BAR SIZE
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#6
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#8
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NOTES: 1. NO OPENINGS IN WALL TO BE NO OPENINGS IN WALL TO BE CLOSER THAN 24" FROM CORNER FACE UNLESS APPROVED BY STRUCTURAL ENGINEER 2. CLUSTERS OF SMALL HOLES CLUSTERS OF SMALL HOLES WHOSE OVERALL MEASUREMENT EXCEEDS 1'-0" SHOULD BE REINFORCED AS ONE OPENING
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END OF WALL OR JAMB BARS
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54"
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5,000 psi
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38"
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54"
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54"
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32"
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MISC. WALL OPENINGS THIS DETAIL MAY BE USED FOR WALL OPENINGS UP TO 3'-0"max.
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4,400 psi
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PROVIDE 2-#7 FOR OPENINGS UP TO 6'-0". PROVIDE 4-#7 FOR OPENINGS UP TO 10'-0" ALL HEAD BARS EXTEND 3'-0" PAST JAMB OR OPENING.
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STANDARD HOOK DETAILS
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END WALL HSS WIND POST PER CALHOUN DRAWINGS
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" DIAMETER HEAVY 58" DIAMETER HEAVY HEX ANCHOR BOLT PER ASTM F1554 (55 KSI). PROVIDE (4) #5 HORIZONTAL BARS AT 3" O.C. (EA FACE)
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24" MIN.
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OUTSIDE
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C.I.P. CONC WALL PER 2/S3.0 AND PLAN S2.0
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INSIDE
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ANCHOR BOLT 3/8" THICK PLATE3/8" THICK PLATE
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4" HSS
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GRID
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GRID
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7/8"X1-7/8" SLOT TYP.
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GRID
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7/8"X1-7/8" SLOT TYP.
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GRID
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GRID
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TIES AND STIRRUPS ONLY #3: D= 1 1/2" #4: D= 2"
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OUTLINE OF EFFECTIVE OPENINGS TYP
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OUTSIDE
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INSIDE
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TOP OF WALL
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2X4 KEY
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ANCHOR TO ANCHOR
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ANCHOR TO ANCHOR
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3''MIN CLR
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3''MIN CLR
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4" MIN.
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ALTERNATE ENDS IN ALL CASES
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2 1/2" MIN.
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D= 6d FOR #3-#8 D= 8d FOR #9-#11 D= 10d FOR #14-#18
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Ldh PER 7/S4.0
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4"** MIN.
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VERTICAL REBAR PER S2 0 (LAP REBAR PER S2 0 (LAP S2 0 (LAP BARS TO MATCH VERT WALL STEEL VERT WALL STEEL SEE 9/S-3) (MUST USE LAPPED (MUST USE LAPPED DOWELS, CANNOT USE SINGLE DOWELS AT BASE)
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2" FROM FACE TO BAR C L
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#5 HORIZ REBAR @ 12"O.C.
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24" HOOK (TYP-ALTERNATE ALTERNATE DIRECTIONS) TIE TO FTG. BARS
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FINISH GRADE
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#5 REBAR @ 12" O.C. (TOP & BOT.)
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#6 BARS @12" O.C. (TOP & BOT.)
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CONCRETE WALL AT CORNER N.T.S.
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CAST IN PLACE CONCRETE WALL AND FOOTING N.T.S.
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(2) #5 HORIZ AT TOP EACH FACE AT 4" O/C
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END WALL HSS WIND POSTS AT CONCRETE WALL N.T.S.
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7" MAX
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3.5" MAX
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TYPICAL CONCRETE AND REBAR DETAILS N.T.S.
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TRUSS AND HSS WIND POST BASE PLATES (CALHOUN) N.T.S.
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TRUSS BASE PLATE TO CONCRETE WALL N.T.S.
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D
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D
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D
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4
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S-3
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3
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S-3
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2
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S-3
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8
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S-3
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6
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S-3
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5
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S-3
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9
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S-3
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TOWN OF KIRKWOOD 70 CRESENT DRIVE KIRKWOOD, NEW YORK
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NEW HT65'X84' CSS FABRIC STRUCTURE CONCRETE FOUNDATION PLAN
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Drawn by:
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Designed by:
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Date:
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Rev.#
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Ckd by:
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08/16/2021
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LW
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21-132
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JPM
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VS
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UNAUTHORIZED ALTERATION OF THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, SECTION 7209, SUBDIVISION 2.
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AS NOTED
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Project No.:
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Drawing Reference Number:
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Plot Scale:
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Seal
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Drawing Name:
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Project Location:
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Project Name:
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BID SET
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S-3
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STRUCTURAL FOUNDATION DETAILS