GL-2026-28 Precast Materials for 50 Nye Road.-Final.pdf

TOWN OF GLASTONBURY

INVITATION TO BID

BID # ITEM DATE & TIME REQUIRED

GL-2026-28 Precast Materials for 50 Nye Road April 22, 2026 at 11:00 A.M.

The Town of Glastonbury is currently seeking bids to purchase the following: one (1) infiltration system (24 inch galley H-20 low profile), one (1) L endwall, one (1) type ‘D-G’ endwall, one (1) special round Type “C” catch basin, one (1) Type “C-L” catch basin, one (1) conversion slab to facilitate the conversion of a catch basin to a manhole, sixty (60’) linear feet of 12-inch RCP pipe, one hundred forty-four (144’) linear feet of 15” RCP pipe, one (1) reinforced concrete drainage pipe end, and twenty-three (23) pre-cast light pole bases.

Bidders are not required to provide pricing for all bid items. Bid items are to be complete units.

Bidders submitting a response for this solicitation are directed to respond online through a secure e-Procurement portal. Bids can be submitted at the following link: https://glastonburyct.bonfirehub.com/ under the BID title “GL- 2026-28 Precast Materials for 50 Nye Road ” Bidders will be required to create a profile before submitting their bid. Step-by-step instructions on how to register as a vendor are available at this website:

https://customer.eunasolutions.com/public/s/article/vendor-registration

Bid Forms, Plans and Specifications may be obtained from the Town’s website at www.glastonbury-ct.gov at no cost. Bids must be submitted electronically no later than the time and date indicated above. No late bids will be accepted. All bids will be publicly opened and read aloud via an online Zoom meeting.

The Town reserves the right to waive informalities or reject any part of, or the entire bid, when said action is deemed to be in the best interest of the Town. The Town, at its discretion, may award individual bid items to multiple bidders.

The Town of Glastonbury is an Affirmative Action/Equal Opportunity Employer. Minority / Women / Disadvantaged Business Enterprises are encouraged to bid.

The Town reserves the right to amend or withdraw this Invitation to Bid for any reason, to accept or reject any or all Bids, to waive any informalities or non-material deficiencies in any Bid, and to make such award (or make no award) of a contract in connection with this Invitation to Bid all as determined by the Town, in its discretion, to be in the best interest of the Town. A Bid may be rejected for irregularities of any kind, including without limitation, alteration of form, additions not called for, conditional proposals, and incomplete Bids. A Bid may also be rejected if, in the opinion of the Town, the Bid does not meet the standard of quality established by the Bidding Documents. Any or all Bids may be rejected if there is any reason to believe that collusion exists among two or more Bidders. The foregoing provisions are for illustrative purposes and shall in no way limit the right of the Town to reject any and all Bids, in whole or in part.

Gina Consiglio

Purchasing Agent

TABLE OF CONTENTS SECTION/PAGE

Information for Bidders IB 1-2

Detailed Specifications DS 1-4

Insurance Requirements IR 1

Bid Proposal BP 1-2

ATTACHMENTS

Attachment A: Construction Plans – 50 Nye Road – Precast Materials

Attachment B: Suggested Minimum Schedule for Acceptance Testing (LOTCIP)

Information for Bidders

IB- 1 -

Bidders submitting a response for this solicitation are directed to respond online through a secure e- Procurement portal. Bids can be submitted at the following link: https://glastonburyct.bonfirehub.com/ under the bid title “GL-2026-28- Precast Materials for 50 Nye Road”. Bidders will be required to create a profile before submitting their bid. Step-by-step instructions on how to register as a vendor are available at this website:

https://customer.eunasolutions.com/public/s/article/vendor-registration

Bidders will be required to upload their bid response in one consolidated pdf document in the following file located in the bid portal:

• Bid Response & Related Documents

2. Whenever it is deemed to be in the best interest of the Town, The Town Manager, Purchasing

Agent or designated representative shall waive informalities in any and all bids. The right is reserved to reject any bid, or any part of any bid, when such action is deemed to be in the best interest of the Town of Glastonbury.

3. The basis for the award will be based on the lowest bid item price from a qualified, responsible and responsive Bidder. The Town reserves the right to choose the best configuration deemed fit for the Towns needs and budget. The Town reserves the right to award bid items separately to multiple vendors.

4. Bids will be carefully evaluated as to conformance with stated specifications.

5. Specifications must be submitted complete in every detail, and when requested, Manufacturer’s product data shall be provided.

6. The Bid Documents contain the provisions required for the requested item. Information obtained from an officer, agent, or employee of the Town or any other person shall not affect the risks or obligations assumed by the Bidder or relieve him/her from fulfilling any of the conditions of the bid.

7. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered.

No Bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof.

Should there be reasons why a Bid cannot be awarded within the specified period, the time may be extended by mutual agreement between the Town and the Bidder.

8. The Bidder agrees and warrants that in the submission of this sealed bid, they will not discriminate or permit discrimination against any person or group of persons on the grounds of race, color, religion, national origin, sex, or physical disability including, but not limited to blindness, unless it is shown by such Bidder that such disability prevents performance of that which must be done to successfully fulfill the terms of this sealed bid or in any manner which is prohibited by the laws of the United States or the State of Connecticut, and further agrees to provide the Human Relations Commission with such information requested by the Commission concerning the employment practices and procedures of the Bidder. An Affirmative Action Statement will be required by the successful Bidder.

Information for Bidders

IB- 2 -

9. Bidder agrees to comply with all of the latest Federal and State Safety Standards and Regulations and certifies that all work required in this bid will conform to and comply with said standards and regulations. Bidder further agrees to indemnify and hold harmless the Town for all damages assessed against the Town as a result of Bidder’s failure to comply with said standards and/or regulations.

10. All correspondence regarding any purchase made by the Town of Glastonbury shall reference the Town’s purchase order number. Each shipping container shall clearly indicate both Town purchase order number and item number.

11. Bidder is required to review the Town of Glastonbury Code of Ethics adopted July 8th, 2003 and effective August 1, 2003 and revised October 29, 2013 and effective November 8, 2013. Bidder shall acknowledge that they have reviewed the document in the area provided on the bid/proposal response page (BP). The selected Bidder will also be required to complete and sign an Acknowledgement Form prior to award. The Code of Ethics and the Acknowledgement Form can be accessed at the Town of Glastonbury website at www.glastonbury-ct.gov. Upon entering the website scroll down to click on Bids & Proposals Icon which will bring you to the links for the Code of Ethics and the Acknowledgement Form. If the Bidder does not have access to the internet, a copy of these documents can be obtained through the Purchasing Department at the address listed within this bid/proposal.

12. Bidder shall include on a sheet(s) attached to its proposal a complete disclosure of all past and pending mediation, arbitration and litigation cases that the Bidder or its principals (regardless of their place of employment) have been involved in for the most recent five years. Please include a statement of the issues in dispute and their resolution. Acceptability of Bidder based upon this disclosure shall lie solely with the Town.

13. Bidder or its principals, regardless of their place of employment, shall not have been convicted of, nor entered any plea of guilty, or nolo contendere, or otherwise have been found civilly liable or criminally responsible for any criminal offense or civil action. Bidder shall not be in violation of any State or local ethics standards or other offenses arising out of the submission of bids or proposals, or performance of work on public works projects or contracts.

14. It is the responsibility of the Bidder to check the Town’s website before submitting bid for any addendums posted prior to bid opening.

IMPORTANT:

Failure to comply with general rules may result in disqualification of the Bidder.

Municipal projects are exempt from Federal Excise Taxes, as well as, State of Connecticut Sales, Use and Service Taxes and should not be include in the Bidder’s proposal.

DS - 1 -

SECTION 1 - GENERAL

1.1 The Town of Glastonbury Engineering Department seeks the option via bid submittals for the purchase of one (1) infiltration system (24 inch galley H-20 low profile), one (1) L endwall, one (1) type ‘D-G’ endwall, one (1) special round Type “C” catch basin, one (1) Type “C-L” catch basin, one (1) conversion slab to facilitate the conversion of a catch basin to a manhole, sixty (60’) linear feet of 12-inch RCP pipe, one hundred forty-four (144’) linear feet of 15” RCP pipe, one (1) reinforced concrete drainage pipe end, and twenty-three (23) pre-cast light pole bases.

1.2 Technical questions regarding this bid shall be made in writing and directed to Stephen Braun, Director of Engineering and Highway, stephen.braun@glastonburyct.gov. For administrative questions regarding the bidding procedures, please contact Gina J. Consiglio, Purchasing Agent at purchasing@glastonbury-ct.gov. All questions, answers, and/or addenda, as applicable will be posted on the Town’s website at www.glastonbury-ct.gov. (Upon entering the website scroll down to click on Bids & Proposals icon, then scroll down page to see the active bid table. You must click the Bid Title to view all bid details and document links). The request must be received at least five (5) days prior to the advertised response deadline. It is the responsibility of the Bidder to check the Town’s website before submitting bid for any addendums posted prior to bid opening.

1.3 The Bidder shall submit, with the bid proposal, the following documentation:

- Manufacturer’s Product Data.

- Warranty Information: Bidders shall also indicate whether or not they would be willing to extend the original warranty.

1.4 Bidders shall propose a total cost for all items.

1.5 Bidder Qualifications: Bids shall be accepted only from manufacturers, authorized distributors or dealers who are actively engaged in the sale, service or manufacture of items detailed in this bid. Bidder shall provide written validation to affirm this and include with submission of this bid Written validation shall include at a minimum:

Description of bidder’s operation Number of years in active sales/service Number of factory trained technicians Hours of service and parts availability Proof of Manufacturers authorization to sell the equipment

1.6 Payment Terms shall be Net 30 to the bidder upon delivery and acceptance by the Town.

DS - 2 -

SECTION 2 – MATERIAL SPECIFICATIONS

2.1 MATERIAL TYPE

Materials shall conform with the State of Connecticut Department of Transportation’s Standard Specifications for Roads, Bridges, Facilities and Incidental Construction, Form 819.

All bid item submittals shall meet “Suggested Minimum Schedule for Acceptance Testing (LOTCIP)” for “Pipe- Reinforced Concrete” and “Precast Concrete Items (not pipe)” found in Attachment B.

For the following items the Vendor shall submit a complete description of the item, working drawings, catalog cuts and other descriptive literature which completely illustrates such items presented for formal approval. Such approval shall not change the requirements for a certified test report and materials certificate as may be called for. All shop drawings shall be submitted by email. Each submittal shall be clearly marked identifying the intended product to be used in compliance with the specifications along with supporting documentation the submitted product meets the requirements of the Buy America provisions.

Item 0210017A- Infiltration System (24 inch galley – H-20 low profile) Item 0505003- L Endwall Item 0505004A- Special Type D-G Endwall with Steel Grate Item 0586027.10- Special Round Type “C” Catch Basin (6’ Diameter)- 0’-10’ Deep Item 0586040.10A- Type “C-L” Catch Basin Item 0586703A- Convert Catch Basin to Manhole- 0’- 10’ Deep Item 0686000.12- 12” R.C. Pipe- 0’- 10’ Deep Item 0686000.15- 15” R.C. Pipe- 0’- 10’ Deep Item 0686700.12- 12” Reinforced Concrete Drainage Pipe End Item 1002010A- Light Pole Base

2.2 MATERIAL SPECIAL PROVISIONS

Materials shall conform with

Item 0210017A- Infiltration System (24 inch galley – H-20 low profile) o Work under this item shall consist of fabrication, furnishing, and delivery of

Infiltration System Leaching Galleys of the length depicted on the contract documents.

o Shall be 24” Low Profile HS-20 Concrete Leaching Galleys in conformance to latest ASTM Designation C913.

o Manhole frames and covers associated with Infiltration System are not included in this bid item.

Item 0505004A- Special Type D-G Endwall with Steel Grate o This work shall include fabrication, furnishing, and delivery Special Type “D-G”

Endwall storm drainage structure(s) with steel grate in conformity with the lines, grades, dimensions and details shown on the plans.

Item 0586040.10A- Type “C-L” Catch Basin

DS - 3 -

o This work shall include fabrication and furnishing Type “C-L” Catch Basin drainage structure(s) including frame and grate in conformity with the lines, grades, dimensions and details shown on the plans. General Contractor (Town) to build riser around pipe in field, to accommodate shallow structure.

Item 0586703A- Convert Catch Basin to Manhole- 0—10’ Deep o This work shall include fabrication, furnishing, and delivery of the required precast components to convert a catch basin to a 24” manhole in conformity with the lines, grades, dimensions and details shown on the plans.

o Vendor to fabricate and furnish conversion slab in conformity with the lines, grades, dimensions and details shown on the plans.

Item 1002010A- Light Pole Base o This item shall consist of fabrication, furnishing, and delivery of light standard foundations (light pole bases) to the dimensions and details shown on the plans or as directed by the Engineer.

o Light pole base shall be 30” Dia. x 54” Deep round reinforced precast concrete base.

Reinforcing shall be 8- #6 bar vertical with #4 ties at 12” O.C. Concrete shall be minimum 4,000 psi with ¾” maximum aggregate. Provide galvanized steel anchor bolts as required to match pole base bolt pattern.

o The materials for the work shall be as specified in the following sections of the Form 819:

M.03 for Class PCC04462 Concrete M.06.01 for Bar Reinforcement M.08.02-4 for Precast Concrete M.15.09 for Electrical Conduit M.15.15-7 for Ground Rods o The Light Pole Base shall be constructed in accordance with the pertinent provisions of Form 819 Section 6.01.03. The dimensions of the foundation shall be as shown on the plans. Light Pole Base shall have 1” chamfered edges.

o Necessary electrical conduit, anchor bolts, ground rod sleeves and ground rods shall be placed in proper position and shall be held in place by means of a template. The General Contractor (Town) shall supply conduit, anchor bolts & nuts, and bolt template.

o All conduits shall be capped with standard pipe caps before placing the concrete and shall remain capped until the cable is installed. Electrical conduit of the size indicated shall extend 2 feet outside the light pole base.

SECTION 3 - OTHER

3.1 DELIVERY

The proposed material shall be delivered to 50 Nye Road, Glastonbury, CT 06033 within thirty

(30) calendar days after the bid award and purchase order generated, or mutually agreed upon between the Town and awarded Vendor.

DS - 4 -

3.2 WARRANTY

All material shall be warranted for a minimum of one (1) year from date of final acceptance by

Town. The awarded Vendor shall be required to repair or replace (including labor) without charge to the Town any defective inoperable item.

3.3 SCHEDULE OF DRAWINGS

The Contractor is hereby alerted that the plans located in Attachment A are to be considered part of these specifications and include the following: Plans entitled “Town of Glastonbury Parking Lot Improvements Located At 50 Nye Road PW-2325”, including seventeen (17) sheets prepared by the Town of Glastonbury Engineering Division, three (3) sheets “Site Electrical Plans and Details” prepared by Bemis Associates, three (3) sheets “Planting Plans and Details” prepared by Robert C. Schechinger, Jr. ASLA and three (3) sheets Connecticut Department of Standard Detail Sheets for a total contract drawing plan set of 26 sheets.

3.4 PAYMENT

Payment shall be made upon satisfactory operation and acceptance of all equipment and written invoice given to the Town of Glastonbury Engineering Division.

IR-1

INSURANCE

The Bidder shall, at its own expense and cost, obtain and keep in force during the entire duration of the Project or Work the following insurance coverage covering the Bidder and all of its agents, employees and sub-contractors and other providers of services and shall name the Town of Glastonbury and its employees and agents as an Additional Insured on a primary and non-contributory basis to the Bidders Commercial General Liability, Automobile Liability and umbrella liability policies. All policies shall contain a waiver of subrogation. These requirements shall be clearly stated in the remarks section on the Bidder’s Certificate of Insurance. Insurance shall be written with insurance carriers approved in the State of Connecticut and with a minimum Best’s Rating of A-VIII. In addition, all carriers are subject to approval by the Town. Minimum Limits and requirements are stated below:

1) Worker's Compensation Insurance:

- Statutory Coverage

- Employer’s Liability

- $1,000,000 each accident/$1,000,000 disease-policy limit/$1,000,000 disease each employee

- A Waiver of Subrogation shall be provided in favor of the Town of Glastonbury and its employees and agents

2) Commercial General Liability:

- Including Premises & Operations, Products and Completed Operations, Personal and Advertising Injury, Contractual Liability and Independent Contractors.

- Limits of Liability for Bodily Injury and Property Damage

Each Occurrence $1,000,000 Aggregate $2,000,000 (The Aggregate Limit shall apply separately to each job.)

- A Waiver of Subrogation shall be provided in favor of the Town of Glastonbury and its employees and agents

3) Automobile Insurance:

- Including all owned, hired, borrowed and non-owned vehicles

- Evidence a Combined Single Limit of Liability for Bodily Injury and Property Damage: Per Accident $1,000,000

- A Waiver of Subrogation shall be provided in favor of the Town of Glastonbury and its employees and agents

4) Umbrella (Excess Liability):

- Each Occurrence $1,000,000

- Aggregate $1,000,000

The Bidder (Vendor) shall direct its Insurer to provide a Certificate of Insurance to the Town before any work is performed. The Vendor shall be responsible to notify the Town 30 days in advance with written notice of cancellation or non-renewal. The Certificate shall evidence all required coverage including the Additional Insured on the General Liability and Auto Liability policies. The Bidder shall provide the Town copies of any such insurance policies upon request.

INDEMNIFICATION

To the fullest extent permitted by law, the Bidder shall indemnify and hold harmless the Town of Glastonbury and its consultants, agents, and employees from and against all claims, damages, losses and expenses, direct, indirect or consequential (including but not limited to fees and charges of engineers, attorneys and other professionals and court and arbitration costs) to the extent arising out of or resulting from the performance of the Bidder’s work, provided that such claim, damage, loss or expense is caused in whole or in part by any negligent act or omission by the Bidder, or breach of its obligations herein or by any person or organization directly or indirectly employed or engaged by the Bidder to perform or furnish either of the services, or anyone for whose acts the Bidder may be liable.

Bid Proposal

BP - 1 -

BID RESPONSE PAGE

THIS PAGE IS REQUIRED

BID NO: GL-2026-28 DATE & TIME DUE: April 22, 2026 11 A.M.

DATE

ADVERTISED:

April 9, 2026

NAME OF

PROJECT:

Precast Materials for 50 Nye Road

The Bidder acknowledges receipt of the following Addenda if issued:

Addendum 1 _______(Initial/Date) Addendum 2 _______(Initial/Date) Addendum 3 _______(Initial/Date)

It is the responsibility of the bidder to check with the Town’s Website for any Addenda before submitting the proposal.

(Total bid written amount)

DELIVERY DAYS UPON RECEIPT OF ORDER: _______________

Line ITEM ITEM UNIT No. NUMBER DESCRIPTION UNIT QTY PRICE EXT

1 0210017 A INFILTRATION SYSTEM: 24 INCH

GALLEY H-20 LOW PROFILE

LS 1

2 0505003

L ENDWALL EA 1

3 0505004 A SPECIAL TYPE 'D-G' ENDWALL EA 1

4 0586027.10

SPECIAL ROUND TYPE "C" CATCH

BASIN (6' DIAMETER)- 0'-10' DEEP

EA 1

5 0586040.10 A TYPE “C-L” CATCH BASIN- 0’-10’

DEEP

EA 1

6 0586703 A CONVERT CATCH BASIN TO

MANHOLE- 0’-10’ DEEP

7 0686000.12

12" R.C. PIPE- 0'-10' DEEP LF 60

8 0686000.15

15" R.C. PIPE- 0'-10' DEEP LF 144

9 0686700.12

12" REINFORCED CONCRETE

DRAINAGE PIPE END

10 1002010 A LIGHT POLE BASE EA 23

Bid Proposal

BP - 2 -

OTHER ITEMS REQUIRED WITH SUBMISSION OF BID PROPOSAL:

The following bid checklist describes items required for inclusion with the above-referenced bid proposal package. It is provided for the convenience of the bidders and, therefore, should not be assumed to be a complete list.

_____ 1. Included Disclosure of Past and Pending Mediation, Arbitration, and Litigation cases against the Bidder or its Principals as per Section 12 of the Information for Bidders.

_____ 2. Checked Town website for Addenda and acknowledged Addenda on page BP-1.

_____ 3. Acknowledged Code of Ethics on page BP-2.

_____ 4. Included warranty and any warranty extension by manufacturer, if applicable.

_____ 5. Included Manufacturer’s Product Data, if applicable.

_____ 6. Included Bidder Qualifications as required.

_____ 7. Complied with or exceeded specifications and included explanation of exceptions to specifications if any.

Bidder’s Name: ______________________________________________________________________

NON-COLLUSION AFFIDAVIT:

By submission of this bid, the Bidder certifies, and in the case of a joint bid each party thereto certifies as to their own organization that this bid has been arrived at independently without consultation, communication, or agreement as to any matter relating to this bid with any other Bidder or with any competitor.

CODE OF ETHICS:

I/We have reviewed a copy of the Town of Glastonbury’s Code of Ethics and agree to submit a Consultant Acknowledgement Form if I/We are selected. Yes No *

*Bidder is advised that effective August 1, 2003, the Town of Glastonbury cannot consider any bid or proposal where the Bidder has not agreed to the above statement.

Respectfully submitted:

Type or Print Name of Individual Doing Business as (Trade Name)

Signature of Individual Street Address

Title City, State, Zip Code

Date Telephone Number/Fax Number

E-Mail Address SS# or TIN#

(Seal – If bid is by a Corporation) Attest

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PW - 2325

50 NYE ROAD

TOWN OF GLASTONBURY

PARKING LOT IMPROVEMENTS

TABLE OF CONTENTS

COVER SHEET SHEET 1

EXISTING CONDITIONS PLAN SHEET 2

DEMOLITION AND EROSION CONTROL PLAN SHEET 3

SITE LAYOUT SHEET 4

GRADING AND DRAINAGE SHEET 5

GRADING DETAILS SHEET 6-7

DETAILS AND SPECIFICATIONS SHEET 8-12

SECTIONS SHEET 13-17

SITE ELECTRICAL PLANS AND DETAILS SHEET 18-20

PLANTING PLANS AND DETAILS SHEET 21-23

CTDOT STANDARD SHEETS SHEET 24-26

SHEET NO.

OF 26

LOCATION MAP

SCALE : 1" = 1000'

JONATHAN LUIZ

TOWN MANAGER

STEPHEN BRAUN

DIRECTOR OF ENGINEERING AND HIGHWAYS

LOCATED AT

PRECAST MATERIALS

GLASTONBURY, CONNECTICUT

50 NYE ROAD

PARKING LOT IMPROVEMENTS

PLAN DEPICTING

CTDOT STANDARD SHEETS

HW-505-02 TYPE "D-G" AND "L" ENDWALLS

HW-586-01 CATCH BASIN AND DROP INLET TYPE "C" AND "C-L" STRUCTURE

HW-586-04 PRECAST CATCH BASIN AND ROUND STRUCTURE

DOT PROJECT #53-0202

BID# GL-2026-20

ISSUED FOR CONSTRUCTION

NOTE:

ITEMS HIGHLIGHTED WITH REVISION CLOUD DEPICTED

WITHIN THIS PLAN SET ARE REQUIRED UNDER THIS

CONTRACT. ALL OTHER PLAN SHEETS AND DETAILS

ARE FOR INFORMATIONAL PURPOSES ONLY.

ATTACHMENT A

NYE ROAD

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50 NYE ROAD

DEMOLITION WORK

PLAN DEPICTING

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EROSION AND SEDIMENT CONTROLS

AND

FOR INFORMATIONAL PURPOSES ONLY

NOTE:

ALL DEMOLITION WORK TO BE COMPLETED

BY TOWN OF GLASTONBURY FORCES.

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PARKING

ONLY

ELECTRIC

VEHICLE

PARKING

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VEHICLE

SHEET NO.

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50 NYE ROAD

SITE LAYOUT,

PLAN DEPICTING

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AND SIGNING

PAVEMENT MARKINGS

LIGHT POLE BASES ONLY

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50 NYE ROAD

GRADING, DRAINAGE, AND

PLAN DEPICTING

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UTILITIES

NOTE:

ALL DEMOLITION WORK TO BE COMPLETED

BY TOWN OF GLASTONBURY FORCES.

SHEET NO.

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50 NYE ROAD

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PARKING LOT IMPROVEMENTS

SIDEWALK GRADING DETAILS

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PARKING LOT IMPROVEMENTS

MISCELLANEOUS GRADING DETAILS

12" RCP

GLASTONBURY

T OOWN F

SHEET NO.

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GLASTONBURY, CONNECTICUT

50 NYE ROAD

TYPICAL SECTIONS AND DETAILS

PARKING LOT IMPROVEMENTS

12/8/2021

CONCRETE SIDEWALK RAMPS

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

11-22-2022

CONCRETE SIDEWALKS

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

3/28/2017

TYPICAL CURBING DETAILS

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

SHEET NO.

OF 26 GLASTONBURY, CONNECTICUT

50 NYE ROAD

DETAILS AND SPECIFICATIONS

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Steel Vehicle Protection Bollard:

N.T.S.

6' High Dumpster Enclosure Vinyl Fence:

Scale: N.T.S

Double-Hung Metal Dumpster Gate W/ Fence Boards:

Scale: N.T.S

Dumpster Gate, Fence & Pad Detail:

Scale: N.T.S

PARKING

ONLY

ELECTRIC

VEHICLE

THE INFORMATION CONTAINED IN THIS DRAWING IS

THE SOLE PROPERTY OF SITESCAPES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE WITHOUT

THE WRITTEN PERMISSION OF SITESCAPES, INC.

IS PROHIBITED.

| WEBSITE: www.sitescapesonline.com | E-MAIL: info@sitescapesonline.com

INCH TOLERANCES U.O.S.

FRACTION--±1/16"

ANG-----------±1°

PRODUCT NO.

TITLE APEX

BIKE RACK

P.O. Box 22326 Lincoln, NE 68542

PF: 402/421-9464

FX: 402/421-9479

*Available in powder coat and DuraCoat finishes

AP2-02-SM

MATERIALS LIST

(1) Tubing -Ø 2 3/8" x .154" Wall Steel Tubing

(2) Surface Plate -Ø7 1/2" x 1/4" Thick Steel Plate with ThreeØ 9/16" Mounting Holes

(3) Mounted with SixØ1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied)

THE INFORMATION CONTAINED IN THIS DRAWING IS

THE SOLE PROPERTY OF SITESCAPES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE WITHOUT

THE WRITTEN PERMISSION OF SITESCAPES, INC.

IS PROHIBITED.

| WEBSITE: www.sitescapesonline.com | E-MAIL: info@sitescapesonline.com

INCH TOLERANCES U.O.S.

FRACTION--±1/16"

ANG-----------±1°

PRODUCT NO.

TITLE APEX

BIKE RACK

P.O. Box 22326 Lincoln, NE 68542

PF: 402/421-9464

FX: 402/421-9479

*Available in powder coat and DuraCoat finishes

AP2-02-SM

Ø7.5 5.2

TOP VIEW

24 O.C.

21.63

FRONT VIEW

Ø2.38

RIGHT SIDE VIEW

SHEET NO.

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S

E

W

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R

S

E

W

R

D

R

A

I

N

S

T

O

R

M

9/1/2016

MANHOLE FRAME

AND COVER

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

9/1/2016

TRENCH FOR STORM DRAIN

AND UNDER DRAIN

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

D

R

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GLASTONBURY, CONNECTICUT

50 NYE ROAD

DETAILS AND SPECIFICATIONS

DRAINAGE

1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. Ground surface must be free of debris, rocks, clay clods and raked smooth sufficient to allow intimate contact of the RECP with the soil over the entirety of the installation.

2. Begin at the top of the slope by anchoring the RECPs in a 6" (15 cm) deep X 6" (15 cm) wide trench.

Anchor the RECPs with a row of staples/stakes/pins spaced at ST apart in the bottom of the trench.

Backfill and compact the trench after stapling and fold the roll over downslope. Secure RECPs over compacted soil with a row of staples/stakes/pins spaced at ST apart across the width of the RECPs.

3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes/pins in appropriate locations as shown in the staple pattern guide. RollMax RECPs and ECBs should utilize Staple Pattern C, TRMs and VMax materials should utilize Staple Pattern D.

4. The edges of parallel RECPs must be stapled with approximately 4" - 6" (10 - 15 cm) overlap.

5. Consecutive RECPs spliced down the slope must overlapped with the upstream mat atop the downstream mat (shingle style). The overlap should be 4" - 6" (10 - 15 cm).

6. At the terminal end, secure each mat across the width with a row of staples/stakes/pins spaced at ST.

If exposed to flow, foot traffic, wind uplift or other disruption, trench the terminal end in as shown in detail.

7. Fasteners should provide a minimum of twenty pounds of pullout resistance. Six-inch (10 cm) X one-inch (2.5 cm) eleven gauge staples are typically adequate. In loose soils, longer staples may be necessary, twist pins can provide the greatest pullout resistance. In hard or rocky soils, straight pins may by used where staples or twist pins are refused, provided the minimum pullout requirements are met.

Bio-degradable fasteners shall not be used with VMax (TRM) or TMax (HPTRM) materials.

3B

3A

4"- 6" (10 - 15cm)

6" (15 cm)

12" (30 cm)

4"- 6" (10 - 15cm)

Instructions

12" (30 cm)

6" (15 cm)

6" (15 cm)

Staple Pattern Guide

Unroll Direction

ST

ST

ST

Pin / Staple / Twist Pin, as appropriate for field conditions

Staple Pattern

Dimension C D

WT

30" (75

cm) 24" (60 cm)

LT

30" (75

cm) 20" (50 cm)

ST

18" (45

cm) 18" (45 cm)

Nominal Frequency 1.7 / SY 3.0 / SY

Applicatio n

ECB

(Degradabl e)

TRM

(Permanent)

*Note: Staple Pattern A and B used prior to 8/2019 have been discontinued.

4 - 6" 10 - 15 cmPlan View

Roll Overlap

WT

L T

Upper Roll

Underneath Roll

Q

U

I

R

E

D

M

I

N

I

M

U

M

W

I

D

T

H

N

P

U

B

L

C

A

D

6" MIN.

CT. D.O.T. No. 3

CRUSHED STONE

ROAD STABILIZATION

FILTER FABRIC

CONSTRUCTION ENTRANCE

NOT TO SCALE

STRIPPED GROUND LINE

(REMOVE TOPSOIL & ORGANICS PRIOR

TO CRUSHED STONE PLACEMENT)

9/1/2016

RIPRAP APRON

TYPE A AND TYPE B

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

4/29/2008

CONCRETE FOOTING FOR

FLARED END SECTION

TOWN OF GLASTONBURY

DEPARTMENT OF PHYSICAL SERVICES

ENGINEERING DIVISION

SHEET NO.

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GLASTONBURY, CONNECTICUT

50 NYE ROAD

DETAILS AND SPECIFICATIONS

PARKING LOT IMPROVEMENTS

CONTROL

EROSION AND SEDIMENTATION

OF 26 GLASTONBURY, CONNECTICUT

50 NYE ROAD

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SECTIONS DEPICTING

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SPECIAL

CATCH BASIN AND DROP INLET TYPES "C" AND "C-L" STRUCTURES HW- 586_01

STANDARD SHEET TITLE: STANDARD SHEET NO.:

12/28/2023

APPROVED BY:

C

ONNECTICU

T

D E

P A

R T

M E

N T

O F TRAN

S

P O

R T

A T I

STATE OF CONNECTICUT

TRANSPORTATION

OF

DEPARTMENT

SIGNATURE BLOCK:

NEWINGTON, CT 06111

2800 BERLIN TURNPIKE

OFFICE OF ENGINEERING

PLOTTED DATE:

STANDARD SHEET

CTDOT

SUBMITTED BY:

NOT TO SCALE

TOP OF GRATE

THESE LINES

VERTICAL FACE BETWEEN

TOP OF GRATE

TOP OF GRATE

TOP OF GRATE

THESE LINES

VERTICAL FACE BETWEEN

CURBING

GUTTER LINE

GUTTER LINE

GUTTER LINE

GUTTER LINE

V A

R

IE

S

V A

R

IE

S V

A R

IE

S

(TYP.)

ROADWAY CROSS SLOPE

ROADWAY CROSS SLOPE

AS DIRECTED

ADJACENT TO CATCH BASIN

FINISHED GRADE MAY VARY

''4

1'-0'' 1'-8⅜''1'-0''

SECTION B SECTION A

TYPE ''C-L'' CATCH BASIN TYPE ''C'' & ''C-L'' CATCH BASIN

(TYPE ''C'' TOP SHOWN)

SECTION B

TYPE ''C'' CATCH BASIN

PLAN

FOR TYPE ''C'' CATCH BASIN

DETAILS OF DEPRESSED GUTTER STRIP

T

Y P

S

L O

P E

O F

G U

T T

E R

N O

R M

A L

C R

O

GRADE (TYP.)

CROSS SLOPE OF

GUTTER TO MATCH

VARY CROSS SLOPE OF

B

A

B A B

TYPE ''C'' DROP INLET

SECTIONSECTION

TYPE ''C'' & ''C-L'' DROP INLET

(TYPE ''C-L'' TOP SHOWN)

TYPE ''C-L'' DROP INLET

SECTION

1'-8⅜''

(TYP.)

''16

(TYP.)

1'-0''

(TYP.)

8''

½''

(TYP.)

3¾''

3'-0''

4'-4''

M

IN

(TYP.)

3⅝''

2'-8¾''

(TYP.)

7⅝''

(TYP.)

8''

(TYP.)

1'-0''

½''

4'-0''

5'-4''

''16

½''

1'-0'' 2'-2⅜'' ''16

(TYP.)

''16

(TYP.)

8''

3'-0''

4'-4''

TOP OF FRAME SEE NOTE 7

BY THE ENGINEER.

0'-3" (TYP.) UNLESS SPECIFICALLY ORDERED

AND UNDER UNTRAVELED AREAS IS" 2

1IS 1'-7

MINIMUM DEPTH UNDER THE TRAVELWAY

½''

(TYP.)

3'-0''

4'-4''

M

A X

IM

U

M V

A R

IE

S

M

IN

IM

U

(TYP.)

3⅝''

(TYP.)

1'-0''

''4 32'-8

4'-0''

7⅝''

OF ANY TYPE EXISTS OR IS PROPOSED

CATCH BASINS WHERE NO CURBING

CURBING OR 4'' BITUMINOUS CONCRETE PARK CURBING

CATCH BASINS IN A LINE WITH 4'' CONCRETE PARK

CONCRETE CURBING OR 6'' STONE CURBING

CATCH BASINS IN A LINE WITH 6''

2'' DEPRESSION

2'' DEPRESSION

1'' DEPRESSION

2'' DEPRESSION

CONCRETE LIP CURBING (MACHINE FORMED)

CATCH BASINS IN A LINE WITH 6'' BITUMINOUS

(SEE NOTE 3)

IS IN A SAG

4'-0'' WHERE CB

'"16

(TYP.)

8''2'-2⅜''

SEE NOTE 4

5'-4''

(TYP.)

8''

8''

½''

½''

M

A X

IM

U

M V

A R

IE

S

M

IN

IM

U

''16 133 1'-0''

(TYP.)

8''

(TYP.)

''16

3'-0''

4'-4''

(SEE NOTE 3)

IS IN A SAG

4'-0'' WHERE CB

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

TOP OF FRAME

7. TOP OF FRAME ELEVATION SHALL BE MEASURED IN THE CENTER OF GRATE AT GUTTER LINE.

COMBINED WITH MORTAR AS NEEDED TO PROVIDE THE PROPER GRADE ADJUSTMENTS.

OR PRECAST WITH THE REQUIRED REINFORCING ( RECOMMENDED BY THE MANUFACTURER)

AND CROSS-SLOPE SHOWN ON THE PLANS) USE; SPACERS EITHER CONCRETE MASONRY UNIT

6. FOR GRADE ADJUSTMENT OF THE CATCH BASIN TOP ( TO MATCH THE ROADWAYS' PROFILE

INSIDE DIMENSION SHALL REMAIN THE SAME. 12" THICKNESS SHALL START AFTER THE FIRST 10'.

5. WALL THICKNESS OF ALL CATCH BASINS OVER 10' DEEP SHALL BE INCREASED TO 12" THICK.

OPENINGS SHOWN IN THE SECTION VIEWS **.

MAXIMUM OF 3". NO PROJECTION SHALL EXTEND INSIDE THE LIMITS FOR THE CATCH BASIN

WITH THE DIMENSIONS SHOWN. CORBELLING SHALL BE PERMITTED TO A

4. IF MASONRY UNITS ARE REQUIRED, THE BASIN SHALL BE CONSTRUCTED IN CONFORMANCE

DOWNGRADE SIDE OF CONTINUOUS GRADE OR AS DIRECTED BY THE ENGINEER.

3. USE 6'-0" ON UPGRADE SIDE (SEE PLAN VIEW) OF CONTINUOUS GRADE AND 1'-0" ON

WITH A LAYER OF TAR PAPER OR APPROVED EQUAL.

2. ALL FACES OF STRUCTURES IN CONTACT WITH CONCRETE PAVEMENT SHALL BE COVERED

1. FOR CATCH BASIN TOPS, SEE SHEET NO. HW-586_07.

AS DIRECTED

ADJACENT TO CATCH BASIN

FINISHED GRADE MAY VARY

GENERAL NOTES:

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SEE NOTE 6

SPACERS

SPECIAL

Chapter 7 - Suggested Minimum Schedule for Acceptance Testing (LOTCIP)

4/2/2019

NotesFrequency 1 perUnit

1 per sizeprojectMCea.Anchor Bolts

Asphalt Emulsions (CSS-1, RS-1 or SS-1) 10kMCgal

See Note 3dayFLDTD 2950tonBituminous Concrete (HMA) empty bagprojectFLDTbagCement - Portland Type I/II projectMCQPLlb.Chemcial Anchor

4 cylinders75FLDLT22c.y.Concrete-Ready Mixed projectMCea.Construction Signing projectMCQPLs.y.Geotextile

Gravel ( Bank Run or Crushed) 5kLABTT27c.y.

projectMCbagGrout, Non-shrink

Masonry Brick & Block ( Solid ) See Note 1projectFLDTea.

See Note 1projectPC-1l.f.Pipe - Reinforced Concrete

See Note 1projectMClfPipe (Metal & Plastic) All types

Pipe Arch - Aluminum projectMClf See Note 1

Item typePC-1ea.Precast Concrete Items (not pipe)

See Note 2 & 31LABTea.Prestressed Concrete Members c.y.Reclaimed Misc. Aggregate See Note 52500

Reclaimed Waste c.y. See Note 550kLABTT180

Sand ( Masonry /Trenching & Backfilling) 2500LABTT27c.y.

See Note 4projectMCl.f.Sheet Piling

Sign Post See Note 1projectMCea ea.Span Pole - Steel or Wood See Note 3projectMC

200tMCT244lb.Steel Reinforcing Bars (Plain or Epoxy)

Stone (Broken/Crushed) c.y. 20kLABTT27 cwStructural Steel Notes 2, 3 & 4project

NAprojectMCea.Traffic Signal Equipment

Notes

4 Documentation should be provided to determine conformance to Buy America requirements.

5 FORM MAT-212 should be completed and provided by the Contractor prior to use of material.

LABT

FLDT

QPL

PC-1

MC*

Local Transportation Capital Improvement Program (LOTCIP)

*Should comply with ConnDOT Standard Specification Section 1.06.07

Material Name Test/Documentation

ONLY Applies to Municipal Adminstered LOTCIP Projects not on National Highway System

Materials Certificate

T27/Chem Analysis

Shop Drawings

Material should be inspected on the project site prior to use. Suspect material should be physically tested to determine conformance.

Contact the Department of Transportation Division of Materials Testing to determine vendor qualifications and

QA inspection availablity.

QC Inspection should be provided and documented during fabrication.

Test Method/Test Type

Laboratory Test

Test performed in the field

ConnDOT Qualified Products List

(http://www.ct.gov/dot/lib/dot/documents/dresearch/conndot_qpl.pdf)

MAT-308 Required from producer with shipment

ATTACHMENT B

Chapter 8 - Minimum Schedule for Acceptance Testing Chapter 8_Acceptance Testing v19.9

Legend

Test Type:

FLDT

LABT

FLABT

LMCT*

MC*

MCCTR*

PC1

QPL

Visual

Qualified Product List

*Materials Certificates and Certified Test Reports must comply with Standard Specification Section 1.06.07. Note: Materials Certificates for items composed of, or containing, steel or cast iron must also indicate where the steel and cast iron was produced and fabricated.

Laboratory Test

Lab Test, Mat Cert and Cert Test Report (Originals Required)

Material Unit: Unit of Material that defines a quantity represented by a sample. Example: A sample of concrete represents 50 CY of material regardless of what the item unit is.

Responsibility: Person who performs the test.

Test Method: AASHTO or ASTM test method. See below. "Chem" requires

Test performed in the field

Materials Certificate and Certified Test Report (Originals Required)

Materials Certificate (Original Required)

Item: Standard Specification Section and the first four digits of the Contract Item number.

Title: Generally the overall subject of the Standard Specification Section and the Contract Item numbers.

Item Unit: Generally the pay unit of the Contract Item.

Sample Size: Size of Sample.

Project Inspector must visually inspect upon delivery/installation. Visual inspection by DMT staff denotes witnessing fabrication of material where it is being fabricated.

Documentation of visual inspection on the project by project staff is in accordance with District/Office of Construction policies.

Test Type: Describes the test, where the test is performed, or what is required to be submitted with the MAT-100.

Material #: Code used in SiteManager and by the Division of Materials Testing to identify component materials used in Contract Items.

Material Name: Definition of the Material #.

Sample Type: Acceptance (Prod) or Information requires a MAT-100 to be submitted. Accept (Field) does not require a MAT-100 to be submitted.

Frequency: Number of tests required per quantity of material using the material units: (E) English (M) Metric.

Self Certification from producer supplied per shipment

Field and Laboratory Testing

1 per "quantity" indicates that all the quantity of each type (size/shape/composition) of material, per item, from a single vendor and manufacturer must be represented on a single or multiple Request for Test(s) (MAT-100). MAT-100(s) total represented quantity must match total quantity installed.

MAT 100: Indicates wether a Request for Test (MAT-100) is required to be submitted to the Division of Materials Testing (See Note 11. for ALT)