Addenda #1 Contracts D006216-17-18-19 Restroom Remodel & Access at Sonnenberg Gardens 02-28-24.pdf

KATHY HOCHUL RANDY SIMONS

Governor Commissioner Pro Tempore

New York State Office of Parks, Recreation and Historic Preservation

Albany, New York 12238 • parks.ny.gov

February 28, 2024

Park Sonnenberg Gardens & Mansion State Historic Park

Project Name Restroom Remodel and Access

Contract Number: D006216, D006217, D006218, D006219

TO: All Prospective Bidders

SPECIFICATIONS ISSUED BY: New York State Office of Parks and Recreation, and Historic Preservation

Mid-State Capital District 6105 E Seneca Turnpike Jamesville, NY 13078

The following item (Addenda No. 1) herewith amends and becomes part of the Contract Documents.

Addenda number 1 contains 6 Items.

Item No.1 – Change to the Bid Date from March 6, 2024, to March 13, 2024. The updated Webex information is noted in the attached Project Manual Cover Sheet and Notice to Bidders.

Item No. 2 – Change to the RFI Due Date from February 23, 2024, at 1:00 PM to March 1, 2024, at 4:00 PM. The updated RFI Due Date information is noted in the attached Notice to Bidders.

Item No. 3 – Change to Project Name in the RFI Form. The updated RFI Form is attached.

Item No. 4 – Questions 1-2 with Responses:

Question 1: RFI-001 Please clarify finishes for Corridor wall entrance (inside face & outside face).

Response: Corridor 101 is to receive a painted finish per keyed note W.2 in the locations as indicated on 1/A-101. Walls within the Chase 120 are to be un-painted CMU as shown on the room finish schedule listed on A-101.

Question 2: RFI 002 You are showing drywall ceilings in the offices (RCP 1/A-102). General Note (A) directs contractors to replace all ceilings indicated on the RCP. Please confirm we are only removing & replacing ceilings in the construction zone noted on Plan G-003.

Response: All ceilings with the type designation "E" should be understood to be existing to remain and are shown for reference and coordination only. Refer to select areas where removal an reinstall are required as indicated on D-101.

Item No. 5 – Changes / Additions to the Specifications per the attached and as noted in the table below:

Section Number

Part Instruction Description of Action Required

28 46 00 2.1A MODIFY

Modify the listed manufacturer in the specification section to include: “Pyrotronics PXL”

28 46 00 2.2A.1 MODIFY

Modify subpart of the specification to list the existing system as “Pyrotronics PXL. Coordinate with facility fire alarm vendor LoCurrent Systems, LLC: 845-806-6519.”

32 12 16 - NEW

Incorporate the specification “ASPHALT PAVING” into the construction documents

32 31 00 - NEW

Incorporate the specification “ELECTRIC GATE OPERATORS” into the construction documents

Item No. 6 – Changes / Additions to the Drawings per the attached and as noted in the table below:

Drawing Number

View Instruction Description of Action Required

C-101 -

REPLACE /

MODIFY

Replace sheet C-101 with the attached drawing with revision date

02.23.2024. Refer to the drawing for changes.

Work includes GCW and ECW work.

C-102 - NEW

Incorporate new sheet dated 02.23.2024 into construction documents Work includes GCW and ECW work.

C-501 -

REPLACE /

MODIFY

Replace sheet C-102 with the attached drawing with revision date

02.23.2024. Refer to the drawing for changes.

Work includes GCW and ECW work.

E600 3 MODIFY

MODIFY note on FIRE ALARM PARTIAL RISER DIAGRAM that states:

“COORDINATE EXPANSION OF SYSTEM AND ALL PROGRAMMING,

ETC. WITH FACILITY FIRE ALARM VENDOR- SIMPLEX/JCI.”

TO state:

“COORDINATE EXPANSION OF CERBERUS PYROTRONICS PXL

SYSTEM AND ALL PROGRAMMING, ETC. WITH FACILITY FIRE

ALARM VENDOR- LOCURRENT SYSTEMS, LLC: 845-806-6519”

All requirements of the original Specifications and Drawings shall remain in force except as noted by this

ADDENDUM.

This addendum forms a part of the contract documents.

Set No. _____________

PROJECT MANUAL

FL-SG-2023-003

Restroom Remodel and Access

Sonnenberg Gardens & Mansion State Historic Park

BID PROPOSALS FOR THE FOLLOWING CONTRACT(S):

D006216 General Contract

D006217 Electrical Contract D006218 Mechanical Contract D006219 Plumbing Contract

Are Due via email at:

1:00 PM

on

March 13, 2024

Bid proposals will be opened exclusively via Webex at:

1:30 PM

on March 13, 2024

Webex Link at attend:

https://meetny.webex.com/meetny/j.php?MTID=macdaff9b3bb63570c7f2c657b2d5750d

Agency Contacts: David Green David.Green@parks.ny.gov, 607-280-9775

Dawn Barker Dawn.Barker@parks.ny.gov;

315-479-3234

Agency 1290000

Notice to Bidders / October 2023 1

NEW YORK STATE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION

NOTICE TO BIDDERS

Sealed bids for Restroom Remodel and Access at Sonnenberg Gardens & Mansion State Historic Park, Town of Canandaigua, Ontario County, New York will be received by the New York State Office of Parks, Recreation and Historic Preservation (OPRHP), via email at MidState.Capital.Procurement@parks.ny.gov. Electronically submitted bids must only be attached in PDF format– hyperlinks will not be accepted. Note: There is a 20MB limit when submitting attachments via email. If email is not an option for the bidder an alternate address will be provided upon written request to a designated contact. Deadline for bid submission is 1:00 PM local time, March 13, 2024. Sealed bids will be publicly opened and read via WebEx only at 1:30 PM local time, March 13, 2024. The Contract D number should be clearly marked in the subject line of your email, along with the words “BID SUBMISSION”. Each bid must be prepared and submitted in accordance with the Instructions to Bidders and must be accompanied by a scanned Bid Security in the form of a certified check, bank check, or bid bond in the amount of:

General Contract D006216: $28,000.00, Twenty-Eight Thousand Dollars and 00/100.

Electrical Contract D006217: $6,000.00, Six Thousand Dollars and 00/100.

Mechanical Contract D006218: $7,000.00, Seven Thousand Dollars and 00/100.

Plumbing Contract D006219: $8,000.00, Eight Thousand Dollars and 00/100.

Note: The original hardcopy bid bonds for the two lowest bidders must be postmarked and sent via certified mail within 48 hours of receiving the bid summary from the Office.

General Construction Contract D006216:

Provide all labor, material, and equipment necessary to provide abatement, demolition, and interior renovations to approximately 1,100 square feet of existing building to provide restroom facilities, and related site and site utility improvements as shown on the Contract Documents. Additionally, the scope of work includes two permanent vehicular gates at the Site entrance.

Engineer’s Estimate Range: $475,135.00 - $642,825.00

Electrical Contract D006217:

Provide all labor, material, and equipment necessary for installing the following in and to support the restroom facilities: all wiring, switches, outlets, boxes, light fixtures, public address system, and miscellaneous items as shown on the Contract Documents. Includes enhanced testing and commissioning of the lighting systems as outlined in Specification Section 26 08 00.

Engineer’s Estimate Range: $91,865.00 - $124,285.00

Mechanical Contract D006218:

Provide all labor, material, and equipment necessary for installing the following in and to support the restroom facilities: all exhaust fans, ductwork, grills, ventilation fans, electric heaters, energy recovery units, required concrete mounting pads and miscellaneous items as shown on the Contract Documents.

Engineer’s Estimate Range: $104,725.00 - $141,685.00

Plumbing Contract D006219:

Provide all labor, material, and equipment necessary for installing the following in and to support the restroom facilities: all domestic water piping, valves, fixtures, hot water heaters and connections, as well as all sanitary piping, sanitary connections, and miscellaneous items as shown on the contract documents.

Engineer’s Estimate Range: $124,480 - $168,415.00

Notice to Bidders / October 2023 2

The Bid opening will be conducted ONLY via WebEx at the link listed below:

https://meetny.webex.com/meetny/j.php?MTID=macdaff9b3bb63570c7f2c657b2d5750d

MINORITY AND WOMEN-OWNED BUSINESS ENTERPRISE PARTICIPATION GOALS

(MWBE)

The following goals for MWBE participation on General Contract D006216 have been established at:

Minority Owned Business Enterprise (MBE) 14% Women Owned Business Enterprise (WBE) 16%

The following goals for MWBE participation on Electrical Contract D006217 have been established at:

Minority Owned Business Enterprise (MBE) 10% Women Owned Business Enterprise (WBE) 8%

The following goals for MWBE participation on Mechanical Contract D006218 have been established at:

Minority Owned Business Enterprise (MBE) 11% Women Owned Business Enterprise (WBE) 8%

The following goals for MWBE participation on Plumbing Contract D006219 have been established at:

Minority Owned Business Enterprise (MBE) 3% Women Owned Business Enterprise (WBE) 20%

Service-Disabled Veteran Owned Business for General Contract D006216: 4% Service-Disabled Veteran Owned Business for:

Electrical Contract D006217, Mechanical Contract D006218, and Plumbing Contract D006219:

Good Faith Effort

PUBLIC BUILDING LAW § 8(6)

Pursuant to Public Building Law § 8(6), any contracts over $5,000 for the work of construction, reconstruction, alteration, repair, or improvement of any State building, a responsible and reliable NYS-certified Minority or Women-Owned Business Enterprise that submits a bid within ten percent of the lowest bid will be deemed the apparent low bidder provided that the bid is $1,579,361 or less (maximum amount has been adjusted for inflation effective January 1, 2023). If more than one responsible and reliable MWBE firm meets the requirements, the MWBE firm with lowest bid will be deemed the apparent low bidder.

PROJECT COMPLETION

The completion date for this project is 483 Days after agreement has been approved by the NYS Comptroller’s Office.

Project Milestones for Contract Completion as follows:

1. Anticipated Notice to Proceed: May 15, 2024.

2. Substantial Completion Date: May 9, 2025.

3. Anticipated Contract End: September 30, 2025.

Project Specific Liquidated Damages (Refer to Article 14.10 of the General Conditions).

Please see Article 14.10 in the General Conditions for the Schedule of Liquidated Damages per day.

Notice to Bidders / October 2023 3

Starting on the advertisement date, the Bidding and Contract Documents may be examined free of charge and obtained via email from Dawn Barker at Dawn.Barker@parks.ny.gov.

In accordance with State Finance Law, Section 139-j, the following agency staff have been designated as contacts for this contract:

David Green, Senior Architect 607-280-9775 David.Green@parks.ny.gov Dawn Barker, Contract Mgmt. Specialist 315-479-3234 Dawn.Barker@parks.ny.gov

Please note that contacting any other agency staff regarding this contract may be a violation of State Finance Law, Section 139-j, resulting in a determination of contractor non-responsibility.

EXECUTIVE ORDER No. 16 The successful bidder will be required to furnish an Executive Order No. 16 certification form prior to contract award. The Executive Order can be found here: https://www.governor.ny.gov/executive-order/no-16-prohibiting-state-agencies-and-authorities-contracting-businesses-conducting. The Executive Order Certification Form can be found here:

https://ogs.ny.gov/system/files/documents/2022/04/eo16_certification.pdf.

BONDS

The successful bidder will be required to furnish a Performance Bond and a Labor and Material Bond/Payment Bond in the statutory form of public bonds required by Sections 136 and 137 of the State Finance Law, each for 100% of the amount of the Contract.

All Requests For Information (RFIs) are due by:

4:00 PM on March 1, 2024.

RFIs received after this due date and time will not be processed.

There will be a pre-bid meeting on: N/A Visit the site of the work prior to submitting bid.

State's Rights to Proposals

By submitting a bid, the Bidder agrees not to make any claim for, or have any right to, damages because of any misinterpretation or misunderstanding of the specifications, or because of any misinformation or lack of information. OPRHP reserves the right to exercise the following:

● Change any of the scheduled dates herein;

● Amend IFB requirement(s) after their release to correct errors or oversights, or to supply additional information as it becomes available;

● Withdraw the IFB, at its sole discretion without any obligation or liability to any vendor;

● Eliminate any mandatory, non-material requirement that cannot be complied with by all of the prospective Bidders;

● Evaluate, accept and/or reject any and all bids, in whole or in part, and to waive technicalities, irregularities, and omissions if, in OPRHP’s judgement, the best interests of OPRHP will be served. In the event compliant bids are not received, OPRHP reserves the right to consider late or non-conforming bids as offers;

Notice to Bidders / October 2023 4

● Require the Bidder to demonstrate, to the satisfaction of OPRHP, any information presented as part of their proposal;

● Require clarification at any time during the procurement process and/or require correction of arithmetic or other apparent errors for the purpose of assuring a full and complete understanding of a Bidder’s proposal and/or to determine a Bidder’s compliance with the requirements of this solicitation;

● Disqualify any Bidder whose conduct and/or bid fails to conform to the requirements of the solicitation;

● Use proposal information obtained through OPRHP investigation of a Bidder’s qualifications, experience, ability or financial standing, and any material or information submitted by the Bidder in response to OPRHP’s request for clarifying information in the course of evaluation and selection under this IFB;

● Prior to the award, determine a tie breaking mechanism for award of the Contract to serve the best interests of OPRHP and the State of New York;

● Negotiate with the successful Bidder within the scope of the IFB to serve the best interests of OPRHP and the State of New York;

● Conduct Contract negotiations with the next ranked responsible Bidder, should OPRHP be unsuccessful in negotiating an Agreement with the selected Bidders;

● Move to the next ranked responsible low Bidder should the low bidder fail to implement the requirements of the bid;

● If OPRHP terminates the Contract for non-performance, OPRHP reserves the right, with the approval of the New York State Office of the Attorney General and the Office of the State Comptroller, to award a contract to the next highest ranked Bidder of the original bid submission within the first twelve months of the award;

● Utilize any and all ideas submitted in the bids received;

● Make an award under the IFB in whole or in part; and

● Seek revisions of bids.

Bids containing false or misleading statements, or which provide project contacts that do not support an attribute or condition claimed by a Bidder, may be disqualified from consideration. If, in the opinion of OPRHP, a statement is intended to mislead OPRHP in its evaluation of the bid, and the attribute, condition, or capability is a requirement of the IFB, the bid shall be disqualified from consideration.

Response to Bidder Questions and Requests for Clarification

OPRHP will provide a written response to all substantive questions and requests for clarification.

Tie Bids

In the event there is a tie final determination will be made by the OPRHP Deputy Commissioner for Capital.

Modification or Withdrawal of Bids

Bid modifications that are submitted in writing and signed by an authorized representative of the bidding firm will be considered for award if received by OPRHP prior to the scheduled proposal due date. Bids

Notice to Bidders / October 2023 5 may be withdrawn or cancelled prior to the scheduled proposal due date. A bid may be rejected by OPRHP: if it shows any alteration of terms, conditions, or requirements; for any other irregularities; if it is incomplete, or if it offers an alternate bid not invited by the specifications.

Freedom of Information Law

Your bid to OPRHP, including accompanying documents, is subject to the Freedom of Information Law (FOIL) found in Article 6 of the N.Y. Public Officer Law. FOIL provides that certain records are exempt from disclosure, including those that contain (1) trade secrets, (2) information that, if disclosed, would cause substantial injury to the competitive position of your organization, or (3) critical infrastructure information. Records may be redacted to protect only the portions of documents that fall within a FOIL exemption. An entire document may not be withheld if only a portion of the document is exempt from disclosure. Blanket assertions that information is a trade secret, confidential, or proprietary are insufficient to justify withholding information under FOIL. If you identify information seeking an exemption from public disclosure due to the above-mentioned reasons such request will be reviewed, and a determination will be made as to whether the information is exempt from disclosure under FOIL. However, such submissions seeking non-disclosure will not be considered unless it is accompanied with an explanation justifying the privilege. The State’s determination may be appealed pursuant to POL §89(5)(c). Pursuant to POL §87(2)(b), the State, without having to request it, will redact information that “if disclosed would constitute an unwarranted invasion of personal privacy.”

Timely Submission

The Bidders are solely responsible for timely delivery of their bid to the location set forth by the stated bid due date/time and are solely responsible for delays in receipt, including but not limited to those due to third-party carriers.

Bidder Proposal Clarification

Prior to award, OPRHP reserves the right to seek clarifications, request proposal revisions, or to request any information deemed necessary for proper evaluation of proposals from all Bidders deemed to be eligible for Contract award. Failure of a bidder to cooperate with OPRHP’s effort to clarify a proposal may result in the proposal being labeled as non-responsive and be given no further consideration.

Additionally, OPRHP reserves the right to use information submitted by the Bidder in response to OPRHP’s request for clarifying information in the course of evaluation and selection under this IFB.

Bid Review and Contract Approval

The Contract resulting from this IFB will not be effective until approved by the Office of the Attorney General and the Office of the State Comptroller.

Debriefing Sessions

A debriefing is available to any entity that submitted a proposal or bid in response to a solicitation (“Bidder”). A Bidder will be accorded fair and equal treatment with respect to its opportunity for debriefing.

Debriefing must be requested in writing by any bidder within fifteen (15) calendar days of OPRHP notifying the unsuccessful bidders that another vendor was selected.

Notice to Bidders / October 2023 6

A bidder’s written request for a debriefing must be submitted to the designated contact listed on the cover of this IFB.

The debriefing will be scheduled within ten (10) business days of receipt of written request by OPRHP or as soon after that time as practicable under the circumstances.

Bid Protest Procedure

OPRHP procedures for handling protests of bid awards are set forth in the Bid Protest Procedures which can be found at the end of this document.

Indemnification

The Contractor agrees to indemnify, defend, save, and hold harmless the State of New York, OPRHP, and their officers, employees, and agents of and from any claims, demands, actions, or causes of action of any kind arising out of the services of the Contractor provided for in this agreement.

Solicitation

This IFB is a solicitation to bid, not an offer of a contract.

Bid Protest Procedures It is the policy of the Office of Parks, Recreation and Historic Preservation (OPRHP) to provide bidders with an opportunity to administratively resolve disputes or inquiries related to OPRHP contract awards.

Bidders are encouraged to seek resolution of disputes through consultation with the Designated Contact(s). After being notified of the results of this contract opportunity, any entity or individual that participated in the procurement may submit a protest of the resulting contract award.

OPRHP reserves the right to suspend, modify, or cancel this procurement at any time during the procurement process. OPRHP also reserves the right to waive or extend the deadlines in this procedure.

Submission of Formal Written Protests

Protests must be received by the Designated Contact no later than five (5) business days after a debriefing or ten (10) business days after the written notice of selection or non-selection for contract award, whichever is later.

Protests must be submitted in writing, clearly marked as a protest on the envelope or in the email subject line, and include the following information:

1. Solicitation or contract number

2. Name, address, email address and telephone number of the filer

3. Detailed statement of the legal and factual grounds for the protest

4. Statement of the relief requested

5. Copies of relevant documents

Notice to Bidders / October 2023 7

Agency Response

Within 30 business days of receipt of a protest, OPRHP’s protest officer (the Director of Audit or her designee) will respond with a protest determination stating the agency’s decision on the protest and the reasoning on which it is based. In making a determination, the protest officer will consider the legal and factual grounds stated in the protest, consult with the Designated Contact and appropriate program staff, and review all relevant documents.

Finality; Appeal

For contract opportunities subject to the approval of the Office of the State Comptroller, the protesting party may appeal OPRHP’s protest determination to the Office of the State Comptroller in accordance with the regulations contained in Part 24 of Title 2 of the New York Codes, Rules and Regulations.

For contract opportunities that are not subject to the approval of the Office of the State Comptroller, OPRHP’s protest determination is the conclusive and final determination of the protest.

Nothing in these bid protest procedures is intended to limit or impair the rights of any bidder to seek and pursue remedies of law through the judicial process.

OPR103 CAMM

NYS Office of Parks, Recreation and Historic Preservation Mid-State District – Finger Lakes Region

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Restroom Remodel and Access at Sonnenberg Gardens & Mansion State Historic Park Contract Number:

Request From: Click here to enter Your Name .

Reply Email Address: Click here to enter Parks reply email.

Email Request to :Click here to enter Parks Name and , email address.

Request Number:Click here to enter text. Date: Click here to enter a date.

Spec Section No.: Click here to enter text. Drawing No:Click here to enter text.

Remarks:

Question: Click here to enter text.

Answer: Click here to enter text.

Restroom Remodel and Access FL-SG-2023-003

Sonnenberg Gardens State Historic Site, Canandaigua, NY Beardsley # 23048

GCW ASPHALT PAVING 32 12 16 - 1

SECTION 32 12 16

ASPHALT PAVING

PART 1 - GENERAL

1.1 ACTION SUBMITTALS

A. Hot-Mix Asphalt Designs:

1. Certification, by NYSDOT, of approval of each hot-mix asphalt design proposed for the

Work.

2. For each hot-mix asphalt design proposed for the Work.

1.2 INFORMATIONAL SUBMITTALS

A. Material Certificates:

1. Tack coat.

B. Field quality-control reports.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A paving-mix manufacturer registered with and approved by

NYSDOT.

B. Testing Agency Qualifications: Qualified in accordance with ASTM D3666 for testing indicated.

C. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of NYSDOT for asphalt paving work.

1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.

1.4 FIELD CONDITIONS

A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met:

1. Tack Coat: Minimum surface temperature of 60 deg F.

2. Asphalt Binder Course: Minimum surface temperature of 40 deg F and rising at time of placement.

3. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time of placement.

GCW ASPHALT PAVING 32 12 16 - 2

PART 2 - PRODUCTS

2.1 AGGREGATES

A. General: Use materials and gradations that have performed satisfactorily in previous installations.

B. Coarse Aggregate: ASTM D692/D692M, sound; angular crushed stone, crushed gravel, or cured, crushed blast-furnace slag.

C. Fine Aggregate: ASTM D1073, sharp-edged natural sand or sand prepared from stone, gravel, cured blast-furnace slag, or combinations thereof.

1. For hot-mix asphalt, limit natural sand to a maximum of 20 percent by weight of the total aggregate mass.

D. Mineral Filler: ASTM D242/D242M, rock or slag dust, hydraulic cement, or other inert material.

2.2 ASPHALT MATERIALS

A. Tack Coat: ASTM D977 emulsified asphalt, or ASTM D2397/D2397M cationic emulsified asphalt, slow setting, diluted in water, of suitable grade and consistency for application.

B. Water: Potable.

2.3 AUXILIARY MATERIALS

A. Joint Sealant: ASTM D6690, Type II or III, hot-applied, single-component, polymer-modified bituminous sealant.

2.4 MIXES

A. Hot-Mix Asphalt: Dense-graded, hot-laid, hot-mix asphalt plant mixes approved by NYSDOT and complying with the following requirements:

1. Provide mixes with a history of satisfactory performance in geographical area where

Project is located.

2. Binder Course: Comply with the requirements of NYSDOT, Type 3 Dense Binder, Section

401, Item 403.138902.

3. Surface Course: Comply with the requirements of NYSDT, Type 7 Top Course, Section

401, Item 403.198902.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that subgrade is dry and in suitable condition to begin paving.

B. Proceed with paving only after unsatisfactory conditions have been corrected.

GCW ASPHALT PAVING 32 12 16 - 3

3.2 PREPARATION

A. Protection: Provide protective materials, procedures, and worker training to prevent asphalt materials from spilling, coating, or building up on curbs, driveway aprons, manholes, and other surfaces adjacent to the Work.

B. Proof-roll subgrade below pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades.

1. Completely proof-roll subgrade in one direction, repeating proof-rolling in direction perpendicular to first direction. Limit vehicle speed to 3 mph.

2. Proof-roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons.

3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Director’s Representative, and replace with compacted backfill or fill as directed.

3.3 PATCHING

A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically.

Remove excavated material. Recompact existing unbound-aggregate base course to form new subgrade.

B. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.05 to 0.15 gal./sq. yd.

1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

C. Placing Single-Course Patch Material: Fill excavated pavement areas with hot-mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface.

D. Placing Two-Course Patch Material: Partially fill excavated pavements with hot-mix asphalt base course mix and, while still hot, compact. Cover asphalt base course with compacted layer of hot-mix asphalt surface course, finished flush with adjacent surfaces.

3.4 REPAIRS

A. Crack and Joint Filling: Remove existing joint filler material from cracks or joints to a depth of

1/4 inch.

1. Clean cracks and joints in existing hot-mix asphalt pavement.

2. Use emulsified-asphalt slurry to seal cracks and joints less than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess.

3. Use hot-applied joint sealant to seal cracks and joints more than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess.

GCW ASPHALT PAVING 32 12 16 - 4

3.5 SURFACE PREPARATION

A. Ensure that prepared subgrade has been proof-rolled and is ready to receive paving.

Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces.

B. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq.

yd.

1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings.

Remove spillages and clean affected surfaces.

3.6 HOT-MIX ASPHALT PLACEMENT

A. Machine place hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted.

1. Place hot-mix asphalt binder course in number of lifts and thicknesses indicated.

2. Place hot-mix asphalt surface course in single lift.

3. Spread mix at a minimum temperature of 250 deg F.

4. Begin applying mix along centerline of crown for crowned sections and on high side of one-way slopes unless otherwise indicated.

5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt-paving mat.

B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required.

1. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Overlap mix placement about 1 to 1-1/2 inches from strip to strip to ensure proper compaction of mix along longitudinal joints.

2. Complete a section of asphalt binder course before placing asphalt surface course.

C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot-mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface.

3.7 JOINTS

A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions, with same texture and smoothness as other sections of hot-mix asphalt course.

1. Clean contact surfaces and apply tack coat to joints.

2. Offset longitudinal joints, in successive courses, a minimum of 6 inches.

3. Offset transverse joints, in successive courses, a minimum of 24 inches.

GCW ASPHALT PAVING 32 12 16 - 5

4. Construct transverse joints at each point where paver ends a day's work and resumes work at a subsequent time. Construct these joints using either "bulkhead" or "papered" method in accordance with AI MS-22, for both "Ending a Lane" and "Resumption of

Paving Operations."

5. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive displacement.

6. Compact asphalt at joints to a density within 2 percent of specified course density.

3.8 COMPACTION

A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight without excessive displacement. Compact hot-mix paving with hot hand tampers or with vibratory-plate compactors in areas inaccessible to rollers.

1. Complete compaction before mix temperature cools to 185 deg F.

B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements.

C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot-mix asphalt is still hot enough to achieve specified density. Continue rolling until hot-mix asphalt course has been uniformly compacted to the following density:

1. Average Density, Marshall Test Method: 96 percent of reference laboratory density in accordance with ASTM D6927, but not less than 94 percent or greater than 100 percent.

D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still warm.

E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly.

F. Repairs: Remove paved areas that are defective or contaminated with foreign materials and replace with fresh, hot-mix asphalt. Compact by rolling to specified density and surface smoothness.

G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened.

H. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked.

3.9 INSTALLATION TOLERANCES

A. Pavement Thickness: Compact each course to produce thickness indicated within the following tolerances:

1. Binder Course: Plus or minus 1/2 inch.

GCW ASPHALT PAVING 32 12 16 - 6

2. Surface Course: Plus 1/4 inch, no minus.

B. Pavement Surface Smoothness: Compact each course to produce surface smoothness within the following tolerances as determined by using a 10-foot straightedge applied transversely or longitudinally to paved areas:

1. Binder Course: 1/4 inch.

2. Surface Course: 1/8 inch.

3. Crowned Surfaces: Test with crowned template centered and at right angle to crown.

Maximum allowable variance from template is 1/4 inch.

3.10 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined in accordance with ASTM D3549/D3549M.

C. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for compliance with smoothness tolerances.

D. In-Place Density: Testing agency will take samples of uncompacted paving mixtures and compacted pavement in accordance with ASTM D979/D979M.

1. Reference maximum theoretical density will be determined by averaging results from four samples of hot-mix asphalt-paving mixture delivered daily to site, prepared in accordance with ASTM D2041/D2041M, and compacted in accordance with job-mix specifications.

2. In-place density of compacted pavement will be determined by testing core samples in accordance with ASTM D1188 or ASTM D2726/D2726M.

a. One core sample will be taken for every 1000 sq. yd. or less of installed pavement, with no fewer than three cores taken.

b. Field density of in-place compacted pavement may also be determined by nuclear method in accordance with ASTM D2950/D2950M and coordinated with

ASTM D1188 or ASTM D2726/D2726M.

E. Replace and compact hot-mix asphalt where core tests were taken.

F. Remove and replace or install additional hot-mix asphalt where test results or measurements indicate that it does not comply with specified requirements.

3.11 WASTE HANDLING

A. Remove excavated and waste material from project site and legally dispose of them in an EPA-approved landfill.

END OF SECTION

GCW ELECTRIC GATE OPERATORS 32 31 00 -1

SECTION 32 31 00

ELECTRIC GATE OPERATORS

PART 1 GENERAL

1.1 RELATED SECTIONS

A. Section 03 30 00 - Cast-in-Place Concrete.

B. Division 26 - Requirements for electrical connections.

1.2 REFERENCES

A. National Electrical Manufacturers Association (NEMA): NEMA ICS 6 - Industrial Control and

Systems: Enclosures.

B. Underwriters Laboratories (UL):

1. UL 325 - Standard for Safety for Door, Drapery, Gate, Louver, and Window Operators and Systems.

2. UL 991 - Standard for Tests for Safety-Related Controls Employing Solid-State

Devices.

C. International Organization for Standardization: ISO 9001 - Quality Management Systems.

1.3 SUBMITTALS

A. Product Data: Equipment list, system description, electrical wiring diagrams for installation, and manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

B. Shop Drawings: Submit shop drawings showing layout, profiles, and product components, including anchorage, edge conditions, and accessories.

1. Operation, installation, and maintenance manuals including wiring diagrams.

2. Risers, layouts, and special wiring diagrams showing any changes to standard drawings.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle materials and products in strict compliance with manufacturer's instructions and industry standards.

B. Store products indoors in manufacturer's original containers and packaging, with labels

GCW ELECTRIC GATE OPERATORS 32 31 00 -2

clearly identifying product name and manufacturer. Protect from damage.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: ISO 9001 Certified Manufacturer.

B. Installer Qualifications: Installation performed by factory authorized contractor specifically trained in gate operation systems of the type found within this section.

1. Documentation of maintenance and repair service availability for emergency conditions.

2. Quarterly maintenance for one year following Substantial Completion of the Project.

1.6 WARRANTY

A. Manufacturer's Standard Limited Warranty:

1. Warranty Period: 2 years.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design Manufacturer: LiftMaster, which is located at: 300 Windsor Dr.; Oak Brook, IL 60523; ASD Toll Free Tel: 800-282-6225; Fax: 630-516-8412; Email:

specs@liftmaster.com; Web: https://www.liftmaster.com/

1. Provide hard-wired, dual gate operation setup, with all required safety features

B. Acceptable Manufactures:

1. Basis of Design: LiftMaster

2. Viking

3. Doorking

4. FAAC

5. All-o-matic

2.2 GATE OPERATORS

A. Gate Operators: LA500DC. Residential/Light Commercial DC Linear Actuator.

1. LA500PKGUL. Single Actuator Arm package contains:

a. LA500DC. Single Actuator Arm

1) Full length commercial housing corrosion resistant aluminum.

2) Molecular bonded self-lubricating drive screw.

b. LA500CONTUL. Control Box for single or master/second application.

2. LA500DCS. Second Actuator Arm with junction box and 40 ft (12.2 m) direct burial cable for primary/secondary applications.

GCW ELECTRIC GATE OPERATORS 32 31 00 -3

3. LA500CONTXLMUL. Alternate Control Box for single or master/second applications desiring more room for accessories or two 33 Ah batteries for solar applications.

4. Compliance: UL Listed. UL 325, UL 991 and CSA C22.2 No. 247 standards.

a. Intended for use in Class I, II, III and IV vehicular swing gate applications.

5. Monitored Safety Inputs: 3 inputs per board, main board and expansion board totaling 6 inputs with any combination of up to:

a. Main Board:

1) 1 Monitored Close Photo Eye input.

2) 1 Monitored Open Photo Eye input.

b. Expansion Board:

1) 2 Monitored Safety Edge or Photo Eye inputs, selectable for Open or

Close.

2) 1 Monitored Photo Eye input, selectable for Open or Close.

c. 8 Monitored edges available when wireless edge kit Model LMWEKITU is added.

6. Electrical Power Requirements:

a. 115 VAC, single phase.

7. Motor: 24 VDC, with soft start/stop operation. Duty cycle: Continuous duty.

8. Capacity: 12 ft (3658 mm) Gate: 1,200 lbs (554 kg). 18 ft (5486 mm) Gate: 600 lbs

(272 kg).

9. Recommended Cycles per Day: 300.

10. Gate Travel Speed: 90 degree opening in 15 to 18 seconds.

11. Warranty: 2 years.

12. Wormgear Reduction: Precision metal gears in lubrication housing.

13. Standby Time: 24 days of standby power, excluding accessories.

14. Accessory Electrical Power Requirements: 24 VDC 500 mA output, switched and unswitched power.

15. Chassis: Commercial-duty die cast aluminum housing.

16. Receiver: Security+ 2.0, 3 channel on-board receiver, holds up to 50 remote controls, unlimited with use of 811LM/813LM, HomeLink compatible.

a. Transmits 310 MHz, 315 MHz, 390 MHz.

17. Inherent Reversing Sensor: Detects obstructions or increased loads. Reverses gate when closing or stops/reverses gate when opening.

18. Electronic Limits: Maintains accurate limit position throughout travel, even after using the manual release handle.

19. Dual-gate Operation Capabilities: Allow 2 gate operators to operate in unison at a single entrance. Control box compatible with single or dual gates with no extra

GCW ELECTRIC GATE OPERATORS 32 31 00 -4

parts.

20. Dual-Gate Applications:

a. Bi-Part Delay: Monitors speed and position of gates. Adjusts speeds ensuring primary gate closes last, avoiding damage to gate.

b. Synchronized Close: Monitors speed and position of gates. Adjusts speeds ensuring gates close at same time.

c. Gate controller shall disengage maglock on opening, and reengage when closed

21. LED Diagnostic Display: Simplifies installation and troubleshooting.

22. Colored Terminal Blocks: Easy identification of safety and fire department inputs.

23. Programmable Auxiliary Relays: 2 programmable relays with 6 settings each

a. Pre-warning or gate-in-motion sounder.

b. Switch on/off devices at open or Close Limits or while gate is in motion.

c. Tamper detection if gate is pushed off Close Limit.

d. Cycle quantity feedback.

e. Red/Green light to control gate traffic.

24. Quick Close, Anti-Tailgate: Secures property, preventing unauthorized access.

25. Sequenced Access Management: Controls operator in tandem with barrier gate.

26. Plug-in Loop Detector Inputs: Programmed inputs for shadow, interrupt and exit.

27. Alarm Reset Button: Instantly resets the built-in safety alarm siren.

28. Fire Department Compliant: Gates auto open on power failure or battery depletion.

29. Surge Suppression: Industrial strength on high and low voltage outputs. Protects against lightning strikes at a 50 ft (15240 mm) radius.

30. Emergency Release: Simple-to-use keyed release handle allows gate to be operated manually and maintain limit position once re-engaged.

31. Chassis: Commercial-duty die cast aluminum housing.

32. Operating Temperature Range: Minus 4 - 140 degrees F (Minus 20 - 60 degrees C).

33. Accessories:

a. Safety Monitoring Devices:

1) Monitored Photo Eyes and Wireless Edge Kits.

a) LMRRUL Reflective Photo Eyes.

b. 894LT. 4-Button Security+ 2.0 Learning Remote Control capable of controlling two pairs of gates on one remote. Provide twelve (12) programed remotes.

Provide all accessories needed to allow the Director's Representative to add additional remotes as needed.

c. MG1300. Maglock 1,300 pound (590 kg) holding force.

d. Hard-wired controller at remote location as indicated on drawings.

B. LMRRUL Monitored Retro-Reflective Photo Eye.

GCW ELECTRIC GATE OPERATORS 32 31 00 -5

1. LMRRUL Monitored Retro Reflective Photo Eye Assembly: 6 ft (1829 mm) cable, bracket, hood, square reflector, reflector hood, reflector bracket, mounting hardware.

2. Compliance: UL 325 requirements for gates as secondary entrapment protection.

a. Enclosure: NEMA 4X waterproof and corrosion-resistant enclosure.

3. Installation Design: Single-sided, does not require trenching.

a. Alignment: LED indicator with visible feedback and adjustable photo eye.

4. Photo Eye Beam: Polarized beam technology sends and receives beam through 2 polarized filters to avoid interference from shiny objects.

5. Sensing Distance: 50 ft (15 m).

6. Operating Temperature Range: Minus 40 - 149 degrees F (Minus 40 - 65 degrees C).

7. Power: 2-wire photo eye interface.

8. Operating Current: Greater than or equal to 40 mA.

9. Output Versions: Monitored 2 wire.

10. Response time: 35 milliseconds.

11. Wake-up Delay: 500 milliseconds.

12. Connection: 6 ft (1829 mm) cable, fine stranded with crimp terminals. 18 ga wire.

PART 3 EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Inspect and prepare substrates using the methods recommended by the manufacturer for achieving best result for the substrates under project conditions.

B. Do not proceed with installation until substrates have been prepared using the methods recommended by the manufacturer and deviations from manufacturer's recommended tolerances are corrected. Commencement of installation constitutes acceptance of conditions.

C. If preparation is the responsibility of another installer, notify Architect in writing of deviations from manufacturer's recommended installation tolerances and conditions.

3.2 INSTALLATION

A. Install in accordance with manufacturer's instructions. Test for proper operation and adjust until satisfactory results are obtained.

3.3 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

12'-0"

5'-0"

12'-0"

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:

of

Project Number:

Sheet Title: Drawing Number:

Project Title:

Project Location:

Key Plan

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A

LICENSED ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE AND ARCHITECT'S/ENGINEER'S

SIGNATURE. COPYRIGHT © 2015

Governor Kathy Hochul Commissioner Erik Kulleseid

Name of Region:

8/2 0/2

5 1

0:3 9:0

6 A M

NO

T

FO

R

CO

NS

TR

UC

TI

ON

Seal and Signature

BEARDSLEY ARCHITECTS + ENGINEERS

Architectural Consultant

Structural Consultant

MEP Consultant

BEARDSLEY ARCHITECTS + ENGINEERS

JADE STONE ENGINEERING

115 SOLAR STREET, SUITE 102

SYRACUSE, NEW YORK 13204

444 VANDUZEE ST,

WATERTOWN, NY 13601

01.31.2024

Project Title:

Project Location:

Name of Region:

23048

RESTROOM REMODEL AND ACCESS

SONNENBERG GARDENS

145 CHARLOTTE ST

CANANDAIGUA, NY 14424

FINGER LAKES REGION

2221 TAUGHANNOCK PARK RD.

TRUMANSBURG, NY 14886

JADE STONE ENGINEERING

mechanical, electrical, plumbing

115 SOLAR STREET, SUITE 102

SYRACUSE, NEW YORK 13204

1 ADDENDUM 1 02.23.2024

PLANS

ADC

AJI

AJI

SITE

C-101

1" = 10'-0"

10' 0' 10' 25'

A

COURTYARD PLAN

SCALE: 1" = 10'-0"

1" = 10'-0"

10' 0' 10' 25'

B

FRONT GATE PLAN

SCALE: 1" = 10'-0"

1 & 2

C-501

CONCRETE SIDEWALK

SLOPE AWAY FROM BUILDING

@ 1/4" PER FT MAX

C-501

WOODEN FENCE

RESTROOM

REMODEL, REFER TO

ARCHITECTURAL

DRAWINGS

EX CATCH

BASIN

EX CONCRETE

SIDEWALK

C-501

VEHICULAR ENTRANCE GATE

COORDINATE FINAL GATE LOCATION

WITH DIRECTOR'S REPRESENTATIVE

TO AVOID DISTURBING EX PLANTING

BEDS

C-501

VEHICULAR EXIT GATE

EX BUILDING, FUTURE

VISITOR CENTER

CONCRETE PAVER

MAIN ENTRANCE

EX 15' ENTRANCE AND

EXIT LANES

EX STONE COLUMN

GIBSON STREET/STATE ROUTE 21

EXISTING CONDITION NOTES:

1. PROTECT FROM DAMAGE ALL EXISTING FEATURES NOT INDICATED OR REQUIRED TO BE REMOVED FOR THE

WORK.

2. REPAIR ITEMS THAT ARE TO REMAIN IF DAMAGED DURING THE PERFORMANCE OF THE WORK. REPAIR OR

REPLACE TO THEIR ORIGINAL CONDITION AS DETERMINED BY THE DIRECTOR'S REPRESENTATIVE, OR

REPLACE WITH NEW IN-KIND.

DEMOLITION NOTES:

1. CONDUCT REMOVAL OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT EXISTING

FEATURES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AND AUTHORIZED VEHICLES AROUND THE

WORK AREA.

2. PROVIDE CONSTRUCTION FENCES, BARRICADES OR OTHER SUITABLE DEVICES AS DIRECTED BY THE

DIRECTOR'S REPRESENTATIVE TO PREVENT DAMAGE BY VEHICLES AND UNAUTHORIZED ENTRY INTO WORK, CONSTRUCTION STAGING AND EQUIPMENT STORAGE AREAS.

3. PROVIDE ALL REMOVALS INCIDENTAL TO AND NECESSARY TO PROVIDE THE WORK OF THIS CONTRACT AND

LEGALLY DISPOSE OF OFF-SITE. REMOVE EXISTING FEATURES AND UNUSED EARTH MATERIALS INCLUDING

EXCESS TOPSOIL IN THEIR ENTIRETY UNLESS OTHERWISE INDICATED BY THE DIRECTOR'S REPRESENTATIVE.

4. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS AND TRASH. DO NOT ALLOW DEBRIS TO ACCUMULATE

ON-SITE.

5. REMOVE ALL SECTIONS OF EXISTING ABANDONED UNDERGROUND UTILITIES WHERE THEY INTERFERE WITH

NEW WORK OR AS NOTED. PERMANENTLY SEAL REMAINING SECTIONS WITH MORTAR OR END CAPS.

6. CONTRACTOR TO COORDINATE AND NOTIFY DIRECTOR'S REPRESENTATIVE OF ANY DISCREPANCIES.

SITE GRADING AND DRAINAGE NOTES:

1. ALL WALKS SHALL BE CONSTRUCTED WITH A 1.50% MIN TO 2.00% MAX CROSS SLOPE.

2. BLEND ALL LINES AND GRADES OF NEW WORK SMOOTHLY WITH EXISTING.

3. GRADE ALL SURFACES TO DRAIN AWAY FROM ALL NEW AND EXISTING STRUCTURES. ALL AREAS MUST

DRAIN TO AN OUTLET, WHETHER EXISTING OR NATURAL. AREAS WHICH POND IN EXCESS OF 1/4 INCH IN

PAVED AREAS AND 1/2 INCH IN LAWN AREAS WILL NOT BE ACCEPTED.

4. MAINTAIN EXISTING STORM DRAIN FACILITIES NOT INTERRUPTED BY CONSTRUCTION RELATED ACTIVITIES.

LAYOUT NOTES:

1. ESTABLISH A CONSTRUCTION STAGING AREA AND EQUIPMENT STORAGE ON SITE. COORDINATE LOCATIONS

WITH THE DIRECTOR'S REPRESENTATIVE. RESTORE ANY AREAS DISTURBED BY STAGING, PARKING, OR

OTHER CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITION.

2. ALL DIMENSIONS ARE TO FACE OF BUILDING, STRUCTURE, CURB OR EDGE OF PAVEMENT, UNLESS NOTED

OTHERWISE.

3. ALL WORK MUST CONFORM TO ANSI A117.1-2009 FOR ACCESSIBILITY.

REMOVE EX GRAVEL MOW STRIP

EX ASPHALT SIDEWALK

EX PERFORATED SUBDRAIN

(TO REMAIN)

EX CATCH BASIN AND STORM DRAINS

TO REMAIN

1. THE GENERAL CONTRACTOR (GCW) IS RESPONSIBLE FOR ALL

WORK SHOWN ON PLAN, UNLESS NOTED OTHERWISE.

GENERAL NOTE:

C-501

TREE PROTECTION FENCE

AROUND EX PLANTING

GRADE LAWN AREA TO DRAIN

TO EX CATCH BASIN

C-501

SAWCUT, REMOVE AND REPAIR

ASPHALT PAVEMENT FOR

UNDERGROUND ELECTRIC CONDUIT

AND CONTROL WIRING

C-102

ELECTRIC HANDHOLE BY ECW

UE

U E

EX MAIN ENTRANCE

SIGN

UE

UE

U

E

U

E

C-102

UNDERGROUND ELECTRIC

SERVICE BACK TO BUILDING

BY ECW

U

E

U E

U

E

U

E

U E

UE

UE

UE

SURFACE TREATMENT,

SEE PLAN

COVER

S L O

P E

T O

D R

A

IN

CONDUIT RACEWAYS

AS SHOWN ON PLAN

COMPACTED LEVELING

BED

UNDISTURBED SUBGRADE

NOTES:

1. DO NOT INSTALL IN TRAFFIC AREAS.

2. STANDARD OF DESIGN SHALL BE: GRAINGER, QUAZITE PG-SERIES, POLYMER CONCRETE HANDHOLE.

ITEM # 4FEK4, MODEL # PG2424Z80717. INTERIOR USABLE SPACE: 24.125"W x 24.125"L x 22"D WITH

TYPE-A HEAVY DUTY COVER OR EQUAL.

PIPE BEDDING MATERIAL

TRENCH BACK FILL:

COMPACTED COMMON FILL

ELECTRIC HANDHOLE

SCALE: NONE

ELECTRICAL CONDUIT TRENCH

SCALE:

NONE

NOTES:

1. PROVIDE SCH 40 PVC CONDUIT. PROVIDE GALVANIZED RIGID STEEL CONDUIT WITHIN 5'-0"

OF THE BUILDING, UNDER ROADWAYS, PARKING LOTS, AND SIDEWALKS.

2. MAINTAIN MINIMUM 2'-0'' HORIZONTAL AND VERTICAL CLEARANCE BETWEEN ELECTRICAL

CONDUITS AND CABLES, AND ADJACENT WATER, SANITARY SEWER, AND TELEPHONE

LINES.

3. CONSTRUCTION DETAIL PERTAINS TO THE…