5787 40 Pelham Structural Assessment RFPP.pdf

Alvaro Alfonzo-Larrain, P.E, M.Eng.

Commissioner

City of New Rochelle Department of Public Works

515 North Avenue, New Rochelle, NY 10801 ● (914) 654-2130 ● (914) 654-2195 (fax)

Request for proposals for

40 Pelham Structural Assessment

DPW Project # 25-036

SPEC # 5787

April 17th 2025

1. General:

The City of New Rochelle (City) is issuing this Request for Proposals (RFP) for professional engineering services for the 40 Pelham Structural Assessment project (the Project). The Project generally entails the inspection and assessment of the building’s ground level and superstructure for structural deficiencies.

Selected Firm will provide a technical report outlining these deficiencies with recommendations for repairs and associated repair costs for the City’s budgeting purposes.

Invited parties shall submit their proposal in electronic format no later than Wednesday, May 7th 2025 at

3:00 PM via email to Kconca@newrochelleny.com. Include “40 Pelham Structural Assessment / Spec #

5787” on the subject line.

A pre-submission site walkthrough is scheduled for Monday, April 28th 2025 at 2:00 pm at 40 Pelham

Road, New Rochelle, NY 10805. This site meeting will be the only opportunity for all prospective firms to familiarize themselves with site conditions and clarify any questions regarding this RFP.

Note that firms certified as Minority Business Enterprises (MBE) and Women Business Enterprises (WBE) are strongly encouraged to participate. The City of New Rochelle is also a supporter of the Westchester

Affirmative Action Equal Employment Opportunity requirements and agreements and encourages employment of New Rochelle residents.

2. Background and Purpose:

The Project involves a municipal building located near New Rochelle’s Hudson Park Marina at 40 Pelham

Road. The building is a 3-story structure with ground level access from the Municipal Marina, and a main entrance through the first floor on Pelham Road. The building is currently home to the City of New

Rochelle’s Traffic Services Bureau and Department of Public Works’ Sewers and Drains Division. The interior of the building has recently undergone miscellaneous renovations and fire suppression system upgrades. However, this project will focus only on the structural conditions of the ground level slab, and the superstructure as a whole.

In its current state, the ground floor is showing signs of differential settlement. The purpose of this project is to perform a structural assessment of the existing concrete slab floor, and provide recommendations for rehabilitation and repairs to the slab system. Additionally, the City requests a visual inspection of the building’s superstructure (i.e. columns, beams, walls, etc.) with any recommendation for further evaluation, if deemed necessary. The City expects a structural assessment report with recommendations for repairs or upgrades to restore the existing concrete slab and mitigate future deterioration of the building’s ground level.

mailto:Kconca@newrochelleny.com

3. Required Schedule:

A Notice of Award can be anticipated on or before Friday, May 16th 2025. Project progress submittals shall be delivered in accordance with the following milestone schedule:

• Preliminary Assessment Report: On or before June 27th 2025

• Final Assessment Report: On or before July 18th 2025

Consultant shall host a Bluebeam Studio session for the City’s review of the milestone submittals. The

City will provide review comments within one calendar week of the submittal dates.

4. Scope of Work:

Phase 001 – Inspections and Conditions Assessment

As part of this phase, Consultants shall complete all necessary inspections and/or investigations, as necessary to diagnose and formulate recommendations for repair. The City will provide available information of the property. The Firm shall coordinate with the City for access to the building for site visit(s). Conditions assessment shall focus on the ground floor slab, with recommendations for the superstructure based on visual inspection only.

Note: Consultants shall determine the level of testing and/or probing necessary for the successful completion of the assessment.

Deliverables: The Firm shall provide a schedule of all proposed testing and inspections to be performed, and a tentative timeline of site visit(s). Testing and field investigation results, if applicable.

Phase 002 – Assessment Report

This phase encompasses all work required to produce an engineering report summarizing the findings from Phase 001, including but not limited to, review of information gathered in Phase 001, structural analyses, development of a recommended solution(s) and cost estimating. This report will include recommendations for repair of any deficiencies encountered during the conditions assessment, and outline next steps in the rehabilitation efforts of the base slab, as well as outlining any further assessment (if needed) of the superstructure based on visual inspection performed in Phase 001.

Deliverables: The Firm shall submit a Preliminary and Final Assessment Report as stated in the required schedule above. The report shall incorporate a rough order of magnitude (ROM) estimate for the cost of repairs of the base slab for budgetary purposes (estimate both for detailed design and construction/implementation). This report shall also include findings from visual inspection of the superstructure and any recommendations for further assessment, if deemed necessary.

5. Proposal Format

Proposals shall be submitted in printed paper and electronically (PDF format) in a USB drive.

The consultant’s proposal shall include the following sections:

Section 1 - Firm Qualifications and Availability

This section shall include information on the Firm’s technical expertise and relevant experience and key staff to be assigned to the project, including their resumes. This section shall also acknowledge and comment on the firm’s ability to meet the Project schedule.

Section 2 – Project Scope of Work and Fee

Provide a narrative and/or description of the project understanding, proposed approach and work to be completed under each phase of work, along with the proposed fees as follows:

For Phase 001, the Firm shall propose a total lump sum fee with a tabulated breakdown of anticipated staff hourly rates and time allocation (inclusive of any anticipated reimbursable or expenses), and all sub-consultant fees associated with testing and exploration services required to complete the work. This phase will be tracked based on percent of work complete.

For Phase 002, the Firm shall propose a total lump sum fee with a tabulated breakdown of anticipated staff hourly rates and time allocation, inclusive of any anticipated reimbursable or expenses to complete the work. This phase will be tracked based on percent of work complete.

Proposals shall include a signed Vendor Responsibility Forms (Attachment A to this RFP).

6. Bid Evaluation, Acceptance or Rejection

Proposals will be evaluated by a Selection Committee in accordance with the following criteria:

• Qualifications and expertise (Max. 20 points)

• Project approach and understanding (Max. 50 points)

• Consultant fees (Max. 30 points)

The successful Firm will be the highest rated proposal. The City of New Rochelle reserves the right to reject any and all proposals and to negotiate with any bidder.

7. Professional Services Agreement

Selected firms will be required to execute a Professional Services Agreement prior to commencement of the work. A copy of the City’s standard Professional Service Agreement can be found as Attachment B of this RFP. Be advised that the City will not entertain any changes to this document.

8. Insurance Requirements

Insurance requirements for this project are prescribed in Attachment C of this RFP. Selected firms must demonstrate adequate proof of insurance for the execution of an Agreement. Be advised that the City will not relax insurance coverage limits.

9. Additional Contract Requirements

Additional contract requirements are included in Attachment D of this RFP. All bidders must acknowledge and be familiar with these requirements prior to submitting a proposal.

Attachments:

➢ Attachment A: Vendor Responsibility Forms

➢ Attachment B: Professional Service Agreement

➢ Attachment C: Insurance Requirements

➢ Attachment D: Additional Contract Requirements

➢ Attachment E: Aerial and Street View of 40 Pelham Road

➢ Attachment F: Available Building Records

By signing in the space provided below, the undersigned certifies that the respondent (i) has read and understands and accepts the scope and requirements of this project and all of the attachments; (ii) has the capacity to execute this project; (iii) agrees to accept payment in accordance with the requirements of this Proposal and the standard construction services contract, and (iv) will, if its proposal is accepted, enter into a standard agreement with the

City of New Rochelle.

The undersigned further stipulates that the information in this proposal is, to the best of knowledge and belief, true and accurate and pricing has been prepared independently without collusion, consultation, communication or agreement, for the purpose of restricting or influencing competition, as to any matter relating to such prices with any other bidder or competitor.

Name of Firm/Consultant

By: ____________________________

Signature of Partner or Corporate Officer Date

Print Name Title

Telephone / Fax #’s EIN #

Address E-mail address

ADDENDUM ACKNOWLEDGEMENT:

Addendum Number Received By

(Name to Acknowledge Receipt of Addendum reviewed for this proposal, if applicable)

ATTACHMENT A: VENDOR RESPONSIBILITY FORM

PROFESSIONAL SERVICES AGREEMENT

THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and entered into as of the date of the last signature below (“Effective Date”), by and between the CITY

OF NEW ROCHELLE, a municipal corporation of the State of New York, having offices at City

Hall, 515 North Avenue, New Rochelle, New York 10801 (“City”), and

_____________________________________________________, a corporation duly organized, validly existing and in good standing under the law of the State of New York, having offices at

_________________________________________________________________ (“Consultant”).

W I T N E S S E T H:

WHEREAS, the City issued Request for Proposals, Specification No. ____ (“RFP”), seeking professional and qualified engineering consultants to provide design plans, construction bid documents, and construction assistance for

______________________________________________ at _____________________

(“Project”); and

WHEREAS, Consultant submitted a proposal dated _______________________

(“Proposal”) to undertake the scope of work necessary to meet the City’s objectives and advance the Project; and

WHEREAS, the City is of the opinion that Consultant has the qualifications to effectively and efficiently provide said consulting services, and Consultant is agreeable to provide such services pursuant to the terms and conditions set forth in this Agreement.

NOW, THEREFORE, in consideration of the foregoing recitals, the following mutual covenants and agreements, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows:

1. Consultant shall perform the services and tasks and furnish the deliverables set forth and in accordance with the City’s RFP, annexed hereto and made a part hereof as Schedule A

(“Services”), and Consultant’s Proposal in response thereto, annexed hereto and make a part hereof as Schedule B (sometimes referred to collectively herein as the “Consulting Services”), and the terms of this Agreement to the satisfaction of the City’s Commissioner of Public Works

(“Commissioner”) or his authorized designee.

2. Consultant shall provide all necessary labor, supervision, equipment, facilities, materials, supplies, and incidentals necessary to perform the Consulting Services in a safe, competent and professional manner consistent with the prevailing standards in the industry.

3. For the satisfactory provision of the Consulting Services, Consultant shall be paid a sum not-to-exceed _________________________________Dollars ($________). All services shall be billed in accordance with the rates set forth in Schedule B. Progress invoices and supporting documentation shall be submitted to the satisfaction of the City, and payment shall be made by the

City within thirty (30) days of receipt and approval of such invoice by the City. There shall be no aalfonzo Text Box

SAMPLE AGREEMENT

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ATTACHMENT B: PROFESSIONAL SERVICE AGREEMENT

payment for out-of-pocket expenses or disbursements made in connection with the services hereunder, including but not limited to, vehicle usage, travel expenses, lodging, mileage, meals, phone, equipment or reproduction costs, unless pre-approved in writing by the Commissioner.

4. No payment for changed or additional services shall be made unless the changed or additional services have first been approved by the Commissioner in a written change order or amendment, and the parties have agreed upon the appropriate adjustment, if any, to the maximum payment amount and/or rates for the changed or additional services. Any change order or amendment shall not render ineffective or invalidate unaffected portions of this Agreement.

5. Consultant shall commence the Consulting Services promptly upon the written direction of the Commissioner and shall perform and complete said services in accordance with the work schedule prescribed in Schedule A. Consultant shall promptly inform the Commissioner in writing of any cause for delay in the performance of its obligations under this Agreement. TIME IS OF

THE ESSENCE to this Agreement.

6. All documents, data, records, reports or other materials produced in conjunction with this Agreement shall be delivered to and become the property of the City. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, cancelled checks, and other records or documents evidencing or relating to the performance of and charges for the services hereunder, including expenditures and disbursements charged to the City, for a minimum period of six (6) years, or for any longer period as required by law, from the date of final payment to

Consultant under this Agreement.

7. Consultant represents that it has no interest and will not acquire any interest, direct or indirect, that would conflict with the performance of this Agreement.

8. Consultant acknowledges and agrees that it is retained by the City only for the purposes and to the extent set forth in this Agreement, and that its relationship to the City shall, during all periods of service hereunder, be that of an independent contractor. Consultant acknowledges that it will not hold itself, its officers, employees, and/or agents out as employees of the City.

Consultant shall not be considered as having employee status and shall not be entitled to participate in any of the City’s workers’ compensation, retirement, fringe benefits, unemployment insurance, liability insurance, disability insurance, or other similar employee benefit programs. Similarly, Consultant’s officers, employees, and/or agents shall not be considered as having employee status for the purposes of any rights, privileges or benefits derived from employment by the City.

Consultant agrees that this Agreement does not confer benefits of any nature whatsoever upon it other than payment for services provided herein. Consultant shall not assert any claim for additional benefits of any nature, including, but not limited to, unemployment compensation benefits, by reason of the services to be performed pursuant to this Agreement. Consultant shall not be entitled to assert any claim to entitlements pursuant to any collective bargaining agreement now or hereafter in effect between the City and its employees.

9. Consultant shall not transfer or assign any of its rights, interests or obligations under this Agreement, or contract any of the services to be performed by Consultant under this aalfonzo

SAMPLE AGREEMENT

Agreement to any subcontractor without the express written consent of the City. Any assignment or subcontract shall be subject to all of the terms of this Agreement.

8. Consultant, at its own cost and expense, shall secure and maintain at all times during this Agreement the following minimum limits of insurance:

Workers’ Compensation/

Employers’ Liability Statutory Limits

New York Disability Statutory Limits

Automobile Liability $1,000,000 combined single limit for bodily injury and property damage, including coverage for owned, non-owned, and hired autos (to be stated on certificate)

Commercial General Liability $2,000,000 each occurrence and in the aggregate for bodily injury, personal and advertising injury, and property damage, including contractual liability (to be stated on certificate)

Professional Liability $2,000,000 per occurrence and in the aggregate

CONSULTANT SHALL NAME THE CITY OF NEW ROCHELLE AS AN ADDITIONAL

INSURED ON ALL COMMERICAL GENERAL, AUTOMOBILE, AND

EXCESS/UMBRELLA LIABILITY POLICIES. PRIOR TO COMMENCING THE

CONSULTING SERVICES HEREUNDER, CONSULTANT SHALL PROVIDE

CERTIFICATES OF INSURANCE AND ENDORSEMENTS SATISFACTORY TO THE CITY.

POLICIES PROVIDING ADDITIONAL INSURED COVERAGE SHALL BE PRIMARY AND

NON-CONTRIBUTORY TO ANY OTHER INSURANCE (INCLUDING SELF-INSURANCE)

AVAILABLE TO THE CITY. ALL INSURANCE POLICIES SHALL BE PROVIDED WITH

A MINIMUM OF THIRTY (30) DAYS’ WRITTEN NOTICE TO THE CITY OF

CANCELLATION, REDUCTION OF COVERAGE OR NON-RENEWAL OF SAID

INSURANCE. ALL INSURANCE POLICIES SHALL BE OPEN TO INSPECTION BY THE

CITY, AND COPIES OF POLICIES SHALL BE SUBMITTED TO THE CITY’S

AUTHORIZED REPRESENTATIVE UPON WRITTEN REQUEST.

THIS INSURANCE PROVISION SHALL IN NO WAY LIMIT CONSULTANT’S LIABILITY

UNDER THIS AGREEMENT. CONSULTANT SHALL REQUIRE ITS SUBCONTRACTORS

AND ASSIGNEES TO OBTAIN AND MAINTAIN IN FULL FORCE AND EFFECT DURING

THE TERM OF THIS AGREEMENT THE REQUIRED INSURANCE HEREUNDER.

CONSULTANT WAIVES ALL RIGHTS AGAINST THE CITY, AND ITS OFFICERS,

OFFICIALS, EMPLOYEES, AND AGENTS FOR RECOVERY OF DAMAGES TO THE

EXTENT THESE DAMAGES ARE COVERED BY INSURANCE MAINTAINED PER

REQUIREMENTS STATED ABOVE.

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10. To the fullest extent permitted by law, Consultant shall defend, indemnify and hold the City, its officers, officials, employees and agents, free and harmless from and against any and all claims, demands, suits, liabilities, damages, settlements, judgments, liens, fees, costs, and expenses of whatever kind (including reasonable attorneys’ fees, court costs and disbursements) allegedly arising out of, resulting from or caused by the negligent acts, errors, omissions or willful misconduct of Consultant (or any employee, sub-contractor or third-party under the Consultant’s direction and control) in the performance of this Agreement or failure to comply with any of the provisions of this Agreement or the law. Such costs and expenses shall include all those incurred in defending any underlying claim and those incurred in connection with the enforcement of this provision by way of cross-claim, third-party claim, declaratory action or otherwise. This provision shall survive the expiration or termination of this Agreement.

11. Consultant shall comply with all applicable laws, rules, and regulations in providing the services hereunder. Consultant shall secure and maintain, at its own cost, all applicable approvals, permits, and licensing necessary to carry out the Consulting Services. The City may audit and inspect the books and records of the Consultant and its subcontractors and sub-consultants pertaining to this Agreement upon ten (10) days’ notice in writing to the Consultant.

12. The City may terminate this Agreement immediately for breach of any material term, obligation, and/or non-performance of this Agreement, or at any time for any other reason, without liability, upon thirty (30) days’ written notice to Consultant of such termination, by certified mail return receipt requested, to the address listed above. If this Agreement is terminated without cause, Consultant shall be paid for all approved work satisfactorily completed and delivered up to the date of termination as determined by the City.

13. Consultant agrees to make no claim for damages for delay in the performance of this

Agreement occasioned by any act or omission to act of the City, its officials, employees, agents or contractors, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the services hereunder.

14. Consultant shall not discriminate, in any way, against any person on the basis of race, sex, color, age, religion, sexual orientation, actual or perceived gender identity, disability, ethnicity, national origin, military service or weight in connection with or related to the performance of this Agreement.

15. The failure of either party to enforce any of their rights hereunder or at law shall not be deemed a waiver or a continuing waiver of any of rights or remedies against the other party, unless such waiver is in writing.

16. Consultant is familiar with the City’s prohibition against the acceptance of any gift by a City officer or designated employee, which prohibition is found in Section 94.02(3)(a) of the

New Rochelle Municipal Code. Consultant agrees not to offer any City officer or designated employee any gift prohibited by said Code Section. The offer or giving of any gift prohibited by

Section 94.02(3) shall constitute a material breach of this Agreement by Consultant, and in addition to any other remedies the City may have in law or equity, the City may cancel this

Agreement for such breach.

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17. This Agreement shall be construed under the laws of the State of New York without regard to conflict of law principles. All claims, actions, proceedings, and lawsuits brought in connection with, arising out of, related to or seeking enforcement of this Agreement shall be in the

State of New York, with venue in a court of competent jurisdiction in the County of Westchester.

18. If any provision, or part thereof, of this Agreement is judicially declared invalid, void or unenforceable, each and every other provision, or part thereof, nevertheless shall continue in full force and effect, and the unenforceable provision shall be changed or interpreted so as best to accomplish the objectives and the intent of such provision within the limits of applicable law.

19. Any ambiguity, conflict or inconsistency between the documents comprising this

Agreement shall be resolved according to the following order of precedence: (i) this Agreement;

(ii) Schedule A; and (iii) Schedule B.

20. This Agreement (including all schedules, exhibits and/or addenda hereto) constitutes the entire agreement of the parties as to the subject matter hereof and may not be modified or changed except in a writing executed by the City and Consultant.

21. This Agreement may be executed in several counterparts, each of which shall be deemed an original and all of which shall constitute one and the same Agreement. For purposes of this Agreement, a facsimile or electronic copy of a party’s signature shall be deemed an original and sufficient to bind such party.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives.

CITY OF NEW ROCHELLE

By: ______________________________________ Date: ______________

CITY MANAGER

__________________________ [Consultant Name]

By: _______________________________________ Date: ______________

Print Name: ___________________________________

Title: _______________________________________ aalfonzo

The successful bidder shall supply and maintain insurance which defends, indemnifies and holds harmless the City of New Rochelle, its officers, employees and agents from and against any and all liability, damage claims, demands, costs, judgments, fees, attorney’s fees or loss arising directly out of acts or omissions hereunder by the contractor or third party under the direction or control of the contractor. The successful bidder must furnish the City with Certificate of Insurance and Endorsement prior to commencement of work. The required coverage shall not be less than the following:

Workers Compensation Statutory Requirements NY State Disability Statutory Requirements General Liability $2,000,000 Automobile Liability $1,000,000 “Contractual Liability” Must be printed on Certificate Errors & Omissions $1,000,000

INSURANCE CERTIFICATES SHALL NAME THE CITY OF NEW ROCHELLE AS ADDITIONAL INSURED PARTY AND SHALL STATE THAT ALL COVERAGE SHALL BE PRIMARY TO ANY OTHER INSURANCE COVERAGE HELD

BY THE CITY.

“The City of New Rochelle is named as an additional insured party for all general and excess liability coverage based on the contractual liability of the named insured. Such general and excess liability coverage shall be primary to any other coverage carried by the City of New Rochelle with respects to acts or omissions of the named insured.”

It is intended by the parties hereto that the general and excess liability insurance provided by the contractor shall be primary to any other coverage carried by the City of New Rochelle with respect to liability coverage arising out of any act or omissions by the contractor. The City of New Rochelle will be named as an additional insured. Nothing contained herein shall be construed as making said general and excess liability insurance primary insurance for acts or omissions of the City of New Rochelle.

ATTACHMENT C: INSURANCE REQUIREMENTS

ATTACHMENT D: ADDITIONAL CONTRACT REQUIREMENTS

A. PROHIBITION ON COMMUNICATION

Pursuant to State Finance Law §139-j and §139-k, this solicitation includes and imposes certain restrictions on communications between the City and a Bidder during the procurement process. A Bidder is restricted from contacting, other than designated staff, from the earliest notice of intent to solicit offers through final award and approval of the Procurement Contract by the Designated Contracting Officer ("Restricted Period") unless it is a contact that is included among certain statutory exceptions set forth in State Finance Law §139-j(3)(a). City employees are required to obtain certain information when contacted during the Restricted Period. The designated staff contact is the Deputy Finance Commissioner or his/her representative, telephone (914) 654-2072. Bidders responding to this RFP must familiarize themselves with these State Finance Law requirements and will be expected to affirm that they understand and agree to comply in their Proposal.

B. NEW YORK LAW AND VENUE

The contract/agreement resulting from this RFP shall be construed under the laws of the State of New York. All claims, actions, proceedings, and lawsuits brought in connection with, arising out of, related to, or seeking enforcement of this contract/agreement shall be brought in the Supreme Court of the State of New York, Westchester County.

C. IRAN DIVESTMENT ACT

By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief that each bidder is not on the list created pursuant to paragraph (b) of subdivision 3 of section 165-a of the state finance law.

D. PROPRIETY INFORMATION

The New York State Freedom of Information Law, Public Officers Law, Article 6, provides for public access to information. Public Officers Law, Section 87(d)(2) provides for exceptions to disclosure for records or portions thereof that are "trade secrets or are submitted to an agency by a commercial enterprise or derived from information obtained from a commercial enterprise and which if disclosed would cause substantial injury to the competitive position of the subject enterprise." Information that the proposer wishes to have treated as proprietary and confidential trade information should be identified and labeled "Confidential" or "Proprietary" on each page at the time of submittal. This information should include a written request to except it from disclosure, including a written statement of the reasons why the information should be excepted

E. RESTRICTIONS FOR BUSINESSES CONDUCTING BUSINESS OPERATIONS IN RUSSIA

Executive Order No. 16 provides that “all Affected State Entities are directed to refrain from entering into any new contract or renewing any existing contract with an entity conducting business operations in Russia.” The

Executive Order remains in effect while sanctions imposed by the federal government are in effect. Accordingly, vendors who may be excluded from award because of current business operations in Russia are nevertheless encouraged to respond to solicitations to preserve their contracting opportunities in case the sanctions are lifted during a solicitation or even after award in the case of some solicitations.

As defined in Executive Order No. 16, an “entity conducting business operations in Russia” means an institution or company, wherever located, conducting any commercial activity in Russia or transacting business with the

Russian Government or with commercial entities headquartered in Russia or with their principal place of business in Russia in the form of contracting, sales, purchasing, investment, or any business partnership.

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Attachment E Aerial and Street View of 40 Pelham Road kmanjarr Image

PolyLine

Attachment F Available Building Records

SPEC #5629

ALL WORK ASSOCIATED WITH THE EXISTING

SUPERINTENDENT OF SEWER & DRAINS OFFICE TO BE

PRICED SEPERATELY AS NOTED ON THE BID FORM

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Greenman-Pedersen, Inc.

Suffern, NY 10901

2 Executive Boulevard, Suite 202

Construction Management

Engineering

Design

Planning

GPINET.COM845.368.4050

P-001.00

GENERAL NOTES:

1. THE PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH THE 2022 NYS BUILDING

CODE AND ADAPTED APPENDICES, LOCAL PLUMBING CODES AND ALL AUTHORITIES

HAVING JURISDICTION.

2. PROVIDE LABOR, MATERIALS, TOOLS, MACHINERY, EQUIPMENT, AND SERVICES

NECESSARY TO COMPLETE THE WORK UNDER THIS CONTRACT. ALL SYSTEMS AND

EQUIPMENT SHALL BE COMPLETE IN EVERY ASPECT AND ALL ITEMS OF MATERIAL,

EQUIPMENT AND LABOR SHALL BE PROVIDED FOR A FULLY OPERATIONAL SYSTEM AND

READY FOR USE. COORDINATE THE WORK WITH THE WORK OF THE OTHER TRADES IN

ORDER TO RESOLVE ALL CONFLICTS WITHOUT IMPEDING THE JOB PROGRESS.

3. EXAMINE THE DRAWINGS AND OTHER DIVISIONS, AND SECTIONS OF THE

SPECIFICATIONS IN ORDER TO DETERMINE THE EXTENT OF THE WORK REQUIRED TO

BE COMPLETED UNDER THIS DIVISION. FAILURE TO EXAMINE ALL THE CONTRACT

DOCUMENTS FOR THIS PROJECT WILL NOT RELIEVE THIS SECTION AND ANY OTHER

SECTIONS OF THEIR RESPONSIBILITIES TO PERFORM THE WORK REQUIRED FOR A

COMPLETE FULLY OPERATIONAL AND SATISFACTORY INSTALLATION.

4. THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING SYSTEMS, EQUIPMENT

AND SERVICES, AS SPECIFIED HEREBY. START-UP SERVICES SHALL BE INCLUDED IN

THE BID.

5. ALL SYSTEMS, EQUIPMENT AND SERVICES SPECIFIED HEREIN SHALL BE PROVIDED

COMPLETE AND READY FOR USE. ALL EQUIPMENT, PIPING, ARE NEW, FURNISHED AND

INSTALLED BY THIS CONTRACTOR, UNLESS OTHERWISE NOTED.

6. INSTALL ACCESS FOR SERVICING AND MAINTENANCE. COORDINATE THE FINAL

LOCATION OF CONCEALED EQUIPMENT AND DEVICES REQUIRING ACCESS WITH FINAL

LOCATION OF ACCESS PANELS AND DOORS. ALLOW AMPLE SPACE FOR REMOVAL OF

ALL PARTS THAT REQUIRE REPLACEMENT OR SERVICING.

7. VERIFY FINAL LOCATIONS FOR ROUGH WORK WITH FIELD MEASUREMENTS AND WITH

THE REQUIREMENTS OF THE ACTUAL EQUIPMENT BEING CONNECTED.

8. PIPING ARE SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS

AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ROUTING OF

PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS ARE SUBJECT TO APPROVAL OF

ARCHITECT. COORDINATION WITH THE EXISTING SERVICES, INCLUDING THOSE OF

OTHER TRADES IS REQUIRED.

9. ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER AND ALL COMPONENTS TO

ALLOW FOR INSTALLATIONS.

10. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SIZE OF

SLEEVES TO BE SET IN POURED CONCRETE AND OTHER STRUCTURAL COMPONENTS

AS THEY ARE CONSTRUCTED.

11. COORDINATE THE INSTALLATION OF MATERIALS AND EQUIPMENT ABOVE GRADE WITH

MECHANICAL AND SUPPRESSION SYSTEM, LIGHT FIXTURES, AND ALL OTHER

INSTALLATIONS AND ACCESSORIES.

12. PROVIDE EQUIPMENT AND SYSTEMS THAT, AS DEFINED HEREIN, SHALL BE QUIET AND

FREE OF APPARENT VIBRATION IN OPERATIONS.

13. OBTAIN EQUIPMENT THAT IS QUIET IN OPERATION AS COMPARED TO OTHER AVAILABLE

EQUIPMENT OF ITS SIZE, CAPACITY, AND TYPE; INSTALL EQUIPMENT SO THAT A

MINIMUM AMOUNT OF NOISE AND/OR VIBRATION IS TRANSMITTED TO THE BUILDING;

AND FABRICATE THE DUCT SYSTEM SO THAT AIR NOISES GENERATED IN THE SYSTEM

ARE HELD TO AN ABSOLUTE MINIMUM.

14. PROVIDE A COMPLETE SYSTEM OF VIBRATION ISOLATION FOR EACH ITEM OF HVAC

EQUIPMENT AND APPARATUS AS SPECIFIED HEREIN, AS SHOWN ON THE DRAWINGS

AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION.

15. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE

AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH

THIS, BUT CHANGES INVOLVING EXTRA COST SHALL NOT BE MADE WITHOUT

APPROVAL.

16. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF

THE BUILDING, EXTERIOR SPACE AND ADJACENT STREETS, SIDEWALKS AND

PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF

THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER IN

THE INTERIOR OR THE EXTERIOR.

17. SEAL OPENINGS AROUND PIPING THROUGH PARTITIONS, AND WALLS WITH MINERAL

WOOL OR OTHER NONCOMBUSTIBLE MATERIAL.

18. ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED

UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITH

THE EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE

BUILDING REPRESENTATIVE, ARCHITECT OR AS NOTED TO BE RELOCATED ON THE

DRAWINGS SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR.

19. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS

EQUIPMENT, BALANCED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS

THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED

ALL THE REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL.

20. CONTRACTOR TO SUBMIT SHOP DRAWING FOR APPROVAL FOR ALL SYSTEMS.

21. PRESSURE TEST WATER SUPPLY SYSTEM 1 1/2 TIMES WORKING PRESSURE FOR 2 HR

MIN.

PLUMBING FIXTURE CONNECTION SCHEDULE

LEGEND DESCRIPTION

SOIL/

WASTE

(S/W)

VENT (V)

COLD

WATER

(CW)

HOT WATER

(HW)

REMARKS SPECIFICATION

P-1 WATER CLOSET 4" 2" 1" -

AMERICAN STANDARD "AFWALL MILLENNIUM FLOWISE" 2257.101 WHITE VITREOUS CHINA, 1.28 GALLONS PER FLUSH, FLOOR

MOUNTED, ELONGATED BOWL DESIGN, SIPHON JET FLUSHING WITH 1

" TOP SPUD. INSTALL WITH 1.28 GPF AMERICAN

STANDARD FLUSH VALVE, OPEN FRONT SEAT WITH CHECK HINGE.

P-1A

WATER CLOSET (ADA)

4" 2" 1" -

SET AT REQUIRED

HANDICAPPED

HEIGHT

AMERICAN STANDARD "AFWALL MILLENNIUM FLOWISE" 2257.101 WHITE VITREOUS CHINA, 1.28 GALLONS PER FLUSH, FLOOR

MOUNTED, ELONGATED BOWL DESIGN, SIPHON JET FLUSHING WITH 1

" TOP SPUD. INSTALL WITH 1.28 GPF AMERICAN

STANDARD FLUSH VALVE, OPEN FRONT SEAT WITH CHECK HINGE.

P-2 URINAL 2" 1-1/2" 3/4" -

SET AT REQUIRED

HANDICAPPED

HEIGHT

AMERICAN STANDARD MAYBROOK UNIVERSAL URINAL WITH EVERCLEAN 6581.001EC WHITE VITREOUS CHINA, 0.5 GALLON PER

FLUSH, WALL HUNG, WASHOUT DESIGN, ELONGATED RIM, 3/4" TOP SPUD INLET, 2" I.P.S. OUTLET, 3/4" I.P.S. ANGLE STOP WITH

BACK-FLOW PROTECTION AND VANDAL-RESISTANT CAP, WALL HANGERS AND STRAINER. AMERICAN STANDARD FLUSH VALVE

MODEL 0.5 GPF.

P-3 LAVATORY-WALL MOUNTED 1-1/2" 1-1/2" 1/2" 1/2"

AMERICAN STANDARD "DECORUM" 9024.011EC WALL HUNG VITREOUS CHINA LAVATORY WITH CENTER HOLE, CONCEALED ARM

SUPPORT, 17 GAUGE CAST BRASS P-TRAP WITH CLEANOUT PLUG AND GRID STRAINER. PROVIDE PUSH KNOB METERING

FAUCET, INSTALL WITH WATER CONSERVING 1.5 GPM PRESSURE-COMPENSATING VANDAL-RESISTANT AERATOR. PROVIDE

POWERS E480 ASSE 1070 COMPLIANT BELOW DECK THERMOSTATIC MIXING VALVE

P-3A

LAVATORY-WALL MOUNTED (ADA)

1-1/2" 1-1/2" 1/2" 1/2"

SET AT REQUIRED

HANDICAPPED

HEIGHT

AMERICAN STANDARD "DECORUM" 9024.011EC WALL HUNG VITREOUS CHINA LAVATORY WITH CENTER HOLE, CONCEALED ARM

SUPPORT, 17 GAUGE CAST BRASS P-TRAP WITH CLEANOUT PLUG AND GRID STRAINER. PROVIDE PUSH KNOB METERING

FAUCET, INSTALL WITH WATER CONSERVING 1.5 GPM PRESSURE-COMPENSATING VANDAL-RESISTANT AERATOR. PROVIDE

POWERS E480 ASSE 1070 COMPLIANT BELOW DECK THERMOSTATIC MIXING VALVE

HB HOSE BIBB - - 1/2" -

ZURN Z1341-P34 EXPOSED, ANTI-SIPHON, WALL FAUCET COMPLETE WITH Z1399-VB EXTERNAL VACUUM BREAKER, ALL BRONZE

INTERIOR COMPONENTS, VANDAL RESISTANT

OPERATING STEM, ROUGH BRONZE EXTERIOR AND ASME B1.20.7

" NPS THREADED MALE HOSE CONNECTION.

PLUMBING AND DRAINAGE ABBREVIATIONS:

AC AIR CHAMBER

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AWD AREA WAY DRAIN

BDV BALL DRIP VALVE

BFP BACK FLOW PREVENTER

BOT BOTTOM

BR VENT BRANCH VENT

BWV BACK WATER VALVE

CB CATCH BASIN

CFS CUBIC FEET/SECOND

CI CAST IRON

CK VA CHECK VALVE

C

L

OR CL CENTER LINE

CLG CEILING

CNCL FV CONCEALED FLUSH VALVE

CO CLEANOUT

CODP CLEANOUT DECK PLATE

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUED

CU FT CUBIC FEET

CV CONTROL VALVE

CW COLD WATER

DET DETAIL

DIA DIAMETER

DN PIPE DOWN THRU FLOOR

DR DRAIN

DRB DRAIN BIBB

DROP PIPE DROPPING BETWEEN

FLOORS

DWG DRAWING

EL ELEVATION

EXIST EXISTING

F FALL(IN./FT)

FAI FRESH AIR INLET

FD FLOOR DRAIN

FIN FL FINISHED FLOOR

FL FLOOR

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPM GALLON PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HC HUNG CEILING

HDR HEADER

NOTE: NOT ALL USED

HP HIGH PRESSURE

HW HOT WATER

HWC HOT WATER CIRCULATION

HWR HOT WATER RETURN

INCR INCREASER

IND W INDIRECT WASTE

INS INSULATION

INV INVERT ELEVATION

IPS IRON PIPE SIZE

LG LEGAL GRADE ELEVATION

LP LOW PRESSURE

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MOCV METER OUTLET CONTROL

VALVE

MU MAKE UP WATER

NC NEW CONNECTION

NIC NOT IN CONTRACT

NPS NOMINAL PIPE SIZE

OS&Y OUTSIDE SCREW & YOKE

PART PARTITION

PD PUMP DISCHARGE

P&D PLUMBING AND DRAINAGE

PG PRESSURE GAUGE

PRESS PRESSURE

PRV PRESSURE RELIEF VALVE

RD ROOF DRAIN

RED REDUCER

RISE PIPE RISING BETWEEN FLOORS

RM ROOM

RPZ REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

SAN SANITARY

SL V SLEEVE

SPEC SPECIFICATIONS

SQ FT SQUARE FEET

ST STACK

STD STANDARD

STR STRAINER

TH THERMOMETER

TR TRAP

TYP TYPICAL

UP PIPE RISING THRU FLOOR

V VENT

VA VALVE

VTR VENT THRU ROOF

W WASTE

WCO WALL CLEANOUT

S

L

THERMOSTATIC MIXING VALVE

AQUASTAT

CLEAN OUT (CO)

STRAINER

CLEAN OUT DECK PLATE (CODP)

STACK NO.

LEADER NO.

UNION

BALANCING VALVE (BV)

REDUCER/INCREASER

CAP OR PLUG

THERMOMETER

PRESSURE GAUGE WITH GAUGE COCK

PIPE SLEEVE

P

OR

W

WATER RISER NO.

OR

V

VENT STACK

COLD WATER (CW)

HOT WATER (HW)

HOT WATER RECIRCULATION (HWR)

EXISTING WORK (LIGHT LINE)

NEW WORK (HEAVY LINE)

VENT PIPING

GATE VALVE

CHECK VALVE

HWR BALANCING VALVE (HWRBV)

GLOBE ANGLE VALVE

SHOWER DRAIN

EXISTING TO BE REMOVED

NEW CONNECTION TO EXISTING

OS & Y GATE VALVE

FLOW-IN DIRECTION OF ARROW

POINT OF DISCONNECTION

REDUCED PRESSURE ZONE

BACKFLOW PREVENTER (RPZ)

A

PLUMBING SYMBOLS

GENERAL DEMOLITION NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION OF ALL MATERIALS,

PIPING AND APPURTENANCES AS DEPICTED ON THE DEMOLITION DRAWINGS.

ADDITIONALLY THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE DEMOLITION

OF ANY ADDITIONAL MATERIALS, EQUIPMENT, PIPING ETC. NOT COMPLETELY SHOWN

ON THE DEMOLITION DRAWINGS THAT MAKE UP OR ARE AN APPURTENANCE OR

COMPONENT OR THE MAJOR EQUIPMENT, SYSTEM, PIPING, ETC. DESIGNATED TO BE

DEMOLISHED. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL

ARRANGEMENT.

2. ALL PIPING AND APPURTENANCES DEPICTED ON THE DEMOLITION DRAWINGS THAT

ARE NOT PART OF THE ACTUAL DEMOLITION WORK ARE SHOWN FOR REFERENCE

ONLY. THE CONTRACTOR SHALL VERIFY ALL DEMOLITION WORK IN THE FIELD PRIOR

COMMENCEMENT OF DEMOLITION, AND REPORT ANY AND ALL DISCREPANCIES TO THE

SITE CONSTRUCTION MANAGER

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OR TEMPORARY

STORAGE OF ALL EQUIPMENT, PIPING, COMPONENTS AND APPURTENANCES OF ALL

DEMOLISHED MATERIALS. THE CONTRACTOR WILL OBTAIN THE OWNER'S PERMISSION

IN WRITING PRIOR TO DISPOSING OF ANY SALVAGEABLE MATERIALS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS

REQUIRED FOR REMOVAL AND/OR STORAGE OF THE DEMOLISHED MATERIALS

(INCLUDING ALL HAZARDOUS MATERIALS). ALL DEBRIS SHALL BE LEGALLY DISPOSED.

THE CONTRACTOR WILL PROVIDE ALL DEMOLITION CONTAINERS AND DUMPSTERS AS

REQUIRED. THE CONTRACTOR SHALL DETERMINE THE SEQUENCE OF REMOVAL,

MEANS OF EQUIPMENT EGRESS, AS WELL TEMPORARY LAY DOWN AREAS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION OF ALL TEMPORARY

SCAFFOLDING, DUNNAGE STEEL, SUPPORTS, MATERIAL CHUTES, AND TEMPORARY

ELECTRICAL AND WATER SERVICES AS REQUIRED TO PERFORM THE DEMOLITION

WORK.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO ERECT ALL BARRIERS, BRACING,

DUSTPROOF PARTITIONS, FENCES AND WARNINGS SIGNS AS REQUIRED TO ENSURE

THE SAFETY AND PREVENT INJURY AND INCONVENIENCE TO THE GENERAL PUBLIC.

7. CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA IN A CLEAN AND ORDERLY

CONDITION WITH DAILY REMOVAL OF ALL DEBRIS. NO DEBRIS SHALL BE ALLOWED TO

ACCUMULATE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING

EQUIPMENT, PIPING, COMPONENTS, ETC. NOT DESIGNATED FOR DEMOLITION,

9. DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN A NEAT AND

WORKMANLIKE MANNER. THE CONTRACTOR SHALL PATCH, REPAIR OR OTHERWISE

RESTORE ANY DAMAGED INTERIOR OR EXTERIOR BUILDING SURFACE TO ITS ORIGINAL

CONDITION.

10. NO DEAD ENDS SHALL BE LEFT ON ANY PIPING UPON COMPLETION OF THE PROJECT.

GENERAL INSTALLATION NOTES:

1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK.

PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH RESPECT TO OTHER

TRADES, STRUCTURAL ELEMENTS, AND ARCHITECTURAL LAYOUTS, INCLUDING CEILING

HEIGHTS. DO NOT SCALE DRAWINGS.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT

TO ENGINEER ANY DISCREPANCIES OR OMISSIONS THAT WOULD INTERFERE WITH

SATISFACTORY COMPLETION OF THE WORK.

3. UNLESS SPECIFICALLY STATED OTHERWISE, CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, APPURTENANCES, EQUIPMENT AND SERVICES TO COMPLETE ALL WORK AS

INDICATED ON DRAWINGS AND/OR SPECIFIED ON NOTES.

4. WORK IS NOT SHOWN IN FINITE DETAIL BUT IS INTENDED TO INCLUDE ITEMS NECESSARY

FOR COMPLETION AND PROPER OPERATION.

5. PROVIDE REQUIRED SUPPORTS AND HANGERS FOR PIPING, FIXTURES AND EQUIPMENT,

SO LOADING WILL NOT EXCEED ALLOWABLE LOADINGS.

6. ALL SYSTEMS SHALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OF ALL

NEW WORK.

7. FIXTURES (GENERAL): TO COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING

FAUCETS, SUPPLIES, STOPS, TRAPS, TAILPIECES, WASTE PLUGS, CASINGS, HANGERS,

PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENING DEVICES.

EXERCISE CARE IN HANDLING OF FIXTURES, TRIM, PIPE, AND FITTINGS. USE TOOLS

DESIGNED TO PREVENT DAMAGE TO SURFACE FINISHES. WHERE FIXTURES OR TRIM ARE

DAMAGED OR BROKEN DURING THE INSTALLATION, THEY SHALL BE REPLACED WITH NEW

FIXTURES.

8. SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL

AND PROPERLY CENTERED. LAY OUT ROUGHING ACCURATELY AND IN COORDINATION

WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT-OUTS AND HOLES ARE REQUIRED,

USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED

SURFACE.

9. SUPPORT WALL HUNG FIXTURES RIGIDLY FROM BUILDING CONSTRUCTION, NOT FROM

PIPING, BY MEANS OF CONCEALED METAL SUPPORTING MEMBERS DESIGNED TO CARRY

WEIGHT OF FIXTURE UNDER CONDITIONS OF UNUSUAL LOADING, WITH NO STRESS

PLACED ON WASTE CONNECTION OR ANY OTHER PART OF SYSTEM. SECURE FLOOR

MOUNT SUPPORTS TO SLAB. SECURE WALL MOUNT SUPPORTS TO l/4" THICK METAL

BACKUP PLATE SECURED TO WALL CONSTRUCTION. DO NOT USE WIRE, NAILS, OR

OTHER MAKESHIFT DEVICES TO SECURE SUPPORTING MEMBERS.

10. USE VANDAL PROOF SCREWS TO SECURE FIXTURES, TRIMMINGS AND FITTINGS TO

DETER UNAUTHORIZED REMOVAL. PROVIDE CHROME PLATED BRASS WASHERS AND CAP

NUTS FOR EXPOSED BOLT ENDS.

11. ALL FIXTURES SHALL BE CAULKED TIGHT TO WALLS AND FINISHED SURFACES SO THAT

NO VOIDS SHALL REMAIN.

12. EXAMINE ROUGH-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY

ACTUAL LOCATIONS OF PIPING CONNECTIONS PRIOR TO INSTALLING FIXTURES.

CORRECT ANY INCORRECT LOCATION OF PIPING, AND OTHER UNSATISFACTORY

CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES.

13. LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS,

WITH WASTE OUTLET CENTERED ON FIXTURE DRAIN CONNECTION AND WATER SUPPLIES

SPACED EQUALLY RIGHT.

14. PROVIDE ESCUTCHEONS, THREADED OR HELD IN PLACE WITH THREADED PART OR SET

SCREW, ON PIPING AND FIXTURE SUPPORTS PROTRUDING FROM WALL OR FLOOR, AND

ON VISIBLE CONNECTIONS TO FIXTURES.

15. MAKE CONNECTION BETWEEN INTEGRAL TRAPPED FIXTURES AND DRAINAGE PIPING GAS

AND WATERTIGHT, WITH CLOSET COUPLING OR FLANGE, CLOSET RING GASKET AND

NON-CORROSIVE BOLTING MATERIALS.

16. PAINT NON-CORROSIVE FERROUS METAL SURFACES OF FIXTURES, INCLUDING

BRACKETS, HANGERS, AND PLATES WITH PRIME COAT OF PAINT.

17. UPON COMPLETION OF WORK, REMOVE PROTECTIVE COVERS AND THOROUGHLY CLEAN

SURFACES, TRAPS AND STRAINERS. CHECK ALL ITEMS FOR PROPER OPERATION.

18. TEST PLUMBING SYSTEMS PER SPECIFICATIONS AND TO SATISFACTION OF BUILDING

OFFICIAL. DO NOT CLOSE IN, CONCEAL, OR COVER UP ANY PLUMBING WORK UNTIL IT HAS

BEEN TESTED, INSPECTED AND APPROVED.

19. FLUSH PIPING, PRIOR TO TESTING, TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE

ENTERED DURING COURSE OF INSTALLATION. CLEAN FILTERS AND STRAINERS AFTER

FLUSHING.

20. ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE

PROVIDED WITH APPROPRIATE FIRE RETARDANT SEALANT AND ESCUTCHEONS.

21. ITEMS NEEDING SAWCUTTING AND PATCHING SHALL BE COORDINATED BETWEEN

TRADES. ONLY MAJOR PIECES ARE SHOWN ON DRAWINGS AND DO NOT INDICATE ALL

LOCATIONS. PLUMBER SHALL BE RESPONSIBLE FOR CONCEALING ALL NEW WORK,

UNLESS NOTED OTHERWISE.

22. FLOOR DRAINS SHALL RECEIVE WATER FROM TRAP PRIMER VALVES (TYP.) SEE DETAIL

DRAWING.

23. PROVIDE ACCESSIBLE CLEANOUTS AT BASE OF EACH VERTICAL WASTE OR SOIL STACK

AND STORM LEADERS; AT ENDS OF HORIZONTAL DRAINAGE PIPING RUNS AND AT EACH

CHANGE IN DIRECTION GREATER THAN 45 DEGREES; NOT MORE THAN 50 FEET APART

ON PIPING 4" AND SMALLER AND NOT MORE THAN 100 FEET APART ON PIPING LARGER

THAN 4"; AT JUNCTION OF BUILDING DRAIN WITH BUILDING SEWER.

24. TERMINATE VENT PIPING AT LEAST 12" ABOVE ROOF SURFACE GENERALLY; AT LEAST 24"

ABOVE ANY WINDOW, DOOR, OR OTHER VENTILATING OPENING WITHIN 10 FEET

HORIZONTALLY OF SUCH VENT; AT LEAST 7 FEET ABOVE ROOF ADJACENT TO WALKWAYS

AND OTHER HABITABLE AREAS.

25. LOCATE WALL HYDRANTS AND LAWN FAUCETS AT LEAST 18" ABOVE GRADE.

26. ALL EQUIPMENT SHOWN ON THESE DRAWINGS AND IN PROJECT SPECIFICATION IS BASED

UPON SPECIFIED MANUFACTURERS. ANY MODIFICATION AND/OR SUBSTITUTION OF SAID

EQUIPMENT IS SUBJECT TO COMPLETE COORDINATION OF ALL CONNECTIONS, POWER,

SERVICES, OPENING SIZES AND OTHER CONSTRUCTION RELATED REQUIREMENTS BY

THE TRADE CONTRACTOR PROVIDING THE EQUIPMENT.

NOTE: NOT ALL USED

DROPPING DOWN PIPE

RISING UP PIPE

BOTTOM CONNECTION

PIPE TOP CONNECTION

PLUMBING FIXTURES TO BE REMOVED.

COORDINATE EXACT SCOPE WITH

ARCHITECT. (TYPICAL FOR ALL)

PLUMBING CONTRACTOR SHALL

CUT AND CAP ALL SERVICES

FOR FUTURE RECONNECTION

AS REQUIRED.

4" VTR TO BE REMOVED. PLUMBING

CONTRACTOR SHALL INCLUDE ALL COSTS

ASSOCIATED WITH PATCHING ROOF.

COORDINATE EXACT INFORMATION WITH

ARCHITECT. (TYPICAL FOR ALL)

ELEV.

LOUNGE

GARAGE

STORAGE RM

STREET SIGN SHOP

ADMIN. OFFICE

STORAGE RM

STORAGE RM

STORAGE ROOM

TRAFFIC SERVICES

FOREMAN'S OFFICE

SUPERINTENDENT OF

SEWERS & DRAINS OFFICE

ELEV.

EQUIPMENT

STORAGE

RM

MEN'S

RM

LOCKER

RM

HWR

HW

CW

DOMESTIC WATER TO REMAIN.

PLUMBING CONTRACTOR SHALL

PROTECT DURING DEMOLITION.

SANITARY WASTE HOUSE TRAP TO REMAIN.

4" SAN TO REMAIN. PLUMBING CONTRACTOR SHALL PROTECT DURING DEMOLITION.

4" SAN WASTE UP TO WATER

CLOSET TO BE REMOVED.

SAN TO CITY SAN SEWER TO REMAIN. PLUMBING

CONTRACTOR SHALL PROTECT DURING CONTRUCTION.

CW, HW, HWR UP TO BATHROOM

TO BE REMOVED.

PIPING TO REMAIN. PLUMBING CONTRACTOR

SHALL PROTECT DURING DEMOLITION.

2" SAN UP TO URINAL TO BE REMOVED.

4"Ø SAN WASTE PIPING

TO BE REMOVED.

CUT AND CAP AT MAIN.

3"

CO TO

REMAIN

CO

3"

2" SAN UP TO SHOWER TO BE REMOVED.

1 1/2" SAN WASTE UP TO

LAVATORY TO BE REMOVED.

SANITARY WASTE VENT TO FAI TO REMAIN

PIPING TO REMAIN

PIPING TO REMAIN

NOTE:

SIZES DENOTED FOR CLARITY ONLY.

PLUMBING CONTRACTOR TO VERIFY IN FIELD.

I N

T E R I O

R

R E N

O V A T I O

N S

A T

P E L H

A D

N

C H

E L L E

N

R K

A rc h it e c tu ra l G ro u p E le m e n t

N

O R

A

U

S

U I T

E

P

A R

A M

U S

N

R S

L I C

A

I O

N

Y

L I C

Greenman-Pedersen, Inc.

Suffern, NY 10901

2 Executive Boulevard, Suite 202

Construction Management

Engineering

Design

Planning

GPINET.COM845.368.4050

P-061.00

SCALE - 1/8" = 1'-0"

SCALE - 1/8" = 1'-0"

2BASEMENT REMOVAL PLAN

GENERAL NOTES:

1. FOR NOTES, SYMBOLS, ABBREVIATIONS, AND

SCHEDULES REFER TO DRAWING P001.00

2. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED.

N

FIRST FLOOR REMOVAL PLAN

ELEV.

EXPANDED

LOUNGE

GARAGE

STORAGE RM

STREET SIGN SHOP

ADMIN. OFFICE

STORAGE RM

STORAGE RM

STORAGE ROOM

LOCKER RM

TRAFFIC SERVICES

FOREMAN'S OFFICE

SUPERINTENDENT OF

SEWERS & DRAINS OFFICE

ELEV.

EQUIPMENT

PLUMBING CONTRACTOR SHALL

PROVIDE 4"Ø VTR.

PLUMBING CONTRACTOR TO

PROVIDE 2"Ø VENT AT CEILING.

STORAGE

RM

4"Ø VTR

WOMEN'S

RM

MEN'S

RM

PLUMBING CONTRACTOR TO PROVIDE

" CW,

" HW,

" HWR PIPING UP FROM

BASEMENT.

2"Ø UP TO LAVATORIES

EXISTING 4"Ø SAN TO SITE

4"Ø SAN UP TO LAVATORY

4"Ø SAN UP TO BATHROOM

2"Ø SAN UP TO SHOWER

4"Ø SAN UP TO WATER CLOSET

HWR

HW

CW

" CW,

" HW,

" HWR

TO LAVATORIES

EXISTING PIPING SHOWN FOR REFERENCE ONLY

EXISTING CW PIPING SHOWN FOR REFERENCE ONLY

4"Ø SAN UP TO WATER CLOSET

HWR

HW

CW

UP TO BATHROOM

WOMEN'S

RM

MEN'S

RM

I N

T E R I O

R

R E N

O V A T I O

N S

A T

P E L H

A D

N

C H

E L L E

N

R K

A rc h it e c tu ra l G ro u p E le m e n t

N

O R

A

U

S

U I T

E

P

A R

A M

U S

N

R S

L I C

A

I O

N

Y

L I C

Greenman-Pedersen, Inc.

Suffern, NY 10901

2 Executive Boulevard, Suite 202

Construction Management

Engineering

Design

Planning

GPINET.COM845.368.4050

P-101.00

SCALE - 1/8" = 1'-0"

BASEMENT PROPOSED PLAN1

SCALE - 1/8" = 1'-0"

FIRST FLOOR PROPOSED PLAN2

GENERAL NOTES:

1. FOR NOTES, SYMBOLS, ABBREVIATIONS, AND

SCHEDULES REFER TO DRAWING P001.00

2. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED.

N N

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

ENLARGED BATHROOM PLAN3

N

HOT WATER RETURN BALANCING

VALVE TO BE PROVIDED

2" SHOWER DRAIN TO BE PROVIDED

4" VENT PIPING DOWN TO BASEMENT

2'' VENT…