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HomeMy WebLinkAboutOpening of Quotes - The Pointe at Riverwalk Building Utility Materials Proj No 124-069M - BUC ConstructionCITY OF SOUTH BEND, INDIANA CONTRACTOR'S QUOTE FOR PUBLIC WORK Project Name Project No. For Bids Due The Pointe at Riverwalk Utility Materials 124-069 M September 9th, 2025, 9:00 a.m., Local Time (Must be completed for all quotes. Please type or print) Date: C�.�� Firm: ^ r 0 Address: City/State/Zip: ,, Telephone Number: Email Address:®� Agent of Bidder (if Applicable): e CS' Pursuant to notices given, the undersigned offers to furnish labor ar public works project of: the City of South Bend, Indiaria, in accordance with plarn The City of South Bqnd, Department of Public Works and dated 20aCi for the sum of p4so�H B�''Y � d . PEACE " x x - 1565 L' lal necessary to com I -Gyro (A C1- _ C'n A 1 specifications prepared by: thrr rvhcepio,! (enter the Total Quote as shownonthe Proposal) z►r►x► ►,x►orv�rYa k1)LA kluu ($ 1, '-��_�,J,n ) Sum of Total Quote plus Alternates shown on Proposal) (Numerical) If alternative quotes apply, the undersigned submits a proposal for each in accordance with the notice. Any addendums attached will be specifically referenced at the applicable page. If additional units of material included in the contract are needed, the cost of units must be the same as that shown in the original contract if accepted by the City of South Bend. If the quote is to be awarded on a unit basis, the itemization of the units shall be shown on a separate attachment. By (Signature) (Printed Name of Person Signing) ACCEPTANCE The above quote is accepted this day of Subject to the following conditions: BOARD OF PUBLIC WORKS President Members Version 1/3/2025 Page - 5 Public Works Quote 04 SpUTH 8 d ti� r QUOTE/PROPOSAL w a � PEACEj' CITY OF SOUTH BEND x �_ issue Project Name The Pointe at Riverwalk Utility Materials Project No. 124-069M For Bids Due September 9th, 2025, 9:00 a.m., Local Time ITEM NO DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE 1 Stormce for STC 450i EA 1 1 /to a5o. 00 $ Ito 250. 0 0 2 12" HDPE LFT 340 (a. /9 .9 d. /py. (a.O 3 8" HDPE LFT 380 3 • S5l $ / 3,v5" ao 4 8 X 6 WYE HDPE EA 10 19 1 .?O 5 8 X 6 REDUCER HDPE EA 3 023.5(c $ '70• (AS 6 6" HDPE LFT 180 ;t.c>A $ 30. 7 6" 45 HDPE EA 16 f/ a5. ,� b?. Re 8 6" 90 HDPE EA 11 Law p(a 9 6" CLEANOUT EA 2 /`H 2 J 38(a . ya 10 DOWNSPOUT CONNECTION EA 11 9d ley. 3/ l.9/�.y/ 11 8" PVC SDR 35 LFT 210 9Q 00 12 8 X 6 WYE PVC EA 11 00 a q, 00 13 6" PVC SDR 35 LFT 364 G lS 3• 0 14 6" WYE PVC EA 13 JJ 5 .00 70a. 00 15 6" 45 PVC EA 33 Ja 9.OC) / . 0d 16 6" CLEANOUT EA 13 .S/. 00 (,¢623.Od 17 6" CAP PVC EA 13 &..Sp a/ , 5- 18 8" DIP CL 50 LFT 234 / 3 , a ffi g,X7. $(Q 19 8" 45 PVC EA 1 �, 00 �?, Od 20 8" PLUG EA 1 $ 3& • Od 3(4, 00 21 8 X 6 TEE PVC EA 1 74/. DO 22 1" K COPPER LFT 565 (p,407 23 1" CORP STOP AND BOX EA 13 /?$.00 % Q, 3/4/.DO 24 1" FITTINGS EA 20 ,pp ;?00. 00 5 30" INLET EA 1 2IIIIIIIII&MLET 48" S HOLES EA 3 27 EA 3 28 48" SANITARY 4" ADJUSTING RINGS EA 3 29 30 6" ADJUSTING RINGS 31 EJIW 1022 M1 C EM17AMOMASTING EA 3 32 EA 4 3 1040A CASTING EA 3 4 EJIW 1578 CASTING EA 15 CONTINUED ON NEXT PAGE Version 1/3/2025 Page - 17 Public Works Quote /Veen-L h JZ - aSO 1 Pee►7ah Q-30/0 n,h Q-/4.Q 54rl7wy ,Neewwr) R-/f?(, Firm: 25 30" INLET EA 1 ��D OQp,nv 26 48" INLET EA 3 oZ�(raa.Dv g(a(p, pp 27 48" STORM MANHOLES EA 3 / Sgo. pQ ,� y . 0C) --A28 48" SANITARY MANHOLES EA 3 J, C)_ 0a 5- 29 4" ADJUSTING RINGS EA 10 $ �{(� .00 S/!QO.00 30 6" ADJUSTING RINGS EA 10 f/ -00 1, lSb. 00 31 -Hft _822 MI CASTING EA 3 32 -E,r'CASTING EA 4 .Op $ a OSO.Oo 33 CASTING EA 3 �3S,).aG / (y(,Od 34 E P* a CASTING EA 15 115, Co ,'725%00 Address: City/State/Zip: Total Quote Price: -$'7? 01 • aq Telephone Number: Fax Number: By 1q�SNwt-- (Printed Name of Person Signing) Version 1/3/2025 Page - 18 Public Works Quote When the prospective Contractor is unable to certify to any of the statements below, it shall attach an explanation to this Affidavit. CONTRACTOR'S NON -COLLUSION AND NON -DEBARMENT AFFIDAVIT, CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIGIBILITY VERIFICATION, NON-DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE OF UNITED STATES STEEL PRODUCTS OR FOUNDRY PRODUCTS (Must be completed for all quotes and bids. Please type or print) STATE OF Ulf OL\A 0,_ ) _ 1- ) SS: COUNTY ) The undersigned Contractor, being duly sworn upon his/her/its oath, affirms under the penalties of perjury that: 1. Contractor has not, nor has any other member, representative, or agent of the firm, company, corporation or partnership represented by him, entered into any combination, collusion or agreement with any person relative to the price to be bid by anyone at such letting nor to prevent any person from bidding nor to induce anyone to refrain from bidding, and that this bid is made without reference to any other bid and without any agreement, understanding or combination with any other person in reference to such bidding. Contractor further says that no person or persons, firms, or corporation has, have or will receive directly or indirectly, any rebate, fee, gift, commission or thing of value on account of such sale; and 2. Contractor certifies by submission of this proposal that neither contractor nor any of its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and 3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment activities in Iran. a. For purposes of this Certification, "Iran" means the government of Iran and any agency or instrumentality of Iran, or as otherwise defined at Ind. Code § 5-22-16.5-5, as amended from time -to -time. b. As provided by Ind. Code § 5-22-16.5-8, as amended from time -to -time, a Contractor is engaged in investment activities in Iran if either: i. Contractor, its successor or its affiliate, provides goods or services of twenty million dollars ($20,000,000) or more in value in the energy sector of Iran; or ii. Contractor, its successor or its affiliate, is a financial institution that extends twenty million dollars ($20,000,000) or more in credit to another person for forty-five (45) days or more, if that person will (i) use the credit to provides goods and services in the energy sector in Iran; and (ii) at the time the financial institution extends credit, is a person identified on list published by the Indiana Department of Administration. 4_ Contractor does not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the Contractor subsequently learns is an unauthorized Version 1/3/2025 Page -14 Public Works Quote alien. Contractor agrees that he/she/it shall enroll in and verify the work eligibility status of all of Contractor's newly hired employees through the E-Verify Program as defined by I.C. 22-5-1.7-3. Contractor's documentation of enrollment and participation in the E-Verify Program is included and attached as part of this bid/quote; and 5. Contractor shall require his/her/its subcontractors performing work under this public contract to certify that the subcontractors do not knowingly employ or contract with an unauthorized alien, nor retain any employee or contract with a person that the subcontractor subsequently learns is an unauthorized alien, and that the subcontractor has enrolled in and is participating in the E-Verify Program. The Contractor agrees to maintain this certification throughout the term of the contract with the City of South Bend, and understands that the City may terminate the contract for default if the Contractor fails to cure a breach of this provision no later than thirty (30) days after being notified by the City. 6. Persons, firms, partnerships, corporations, associations, or joint venturers awarded a contract by the City of South Bend through its agencies, boards, or commissions shall not discriminate against any employee or applicant for employment in the performance of a City contract with respect to hire, tenure, terms, conditions, or privileges of contract or employment, or any matter directly or indirectly related to contracting or employment because of race, sex, religion, color, national origin, ancestry, gender expression, gender identity, sexual orientation, or due to age or disability that does not affect that person's ability to perform the work. In awarding contracts for the purchase of work, labor, services, supplies, equipment, materials, or any combination of the foregoing including, but not limited to, public works contracts awarded under public bidding laws or other contracts in which public bids are not required by law, the City, its agencies, boards, or commissions will consider the Contractor's good faith efforts to obtain participation by those subcontractors certified by the State of Indiana as a Minority Business ("MBE") or as a Women's Business Enterprise ("WBE") as a factor in determining the lowest, responsible, responsive bidder. Contractors seeking the award of a City contract cannot be required to award a subcontract to an MWBE; however, they may not unlawfully discriminate against said MBE/WBE. On goal -eligible contracts, Contractors are required to either meet both MBE and WBE utilization goals or demonstrate that the Contractor has made good faith efforts to obtain participation from MBE and WBE subcontractors. A finding of noncompliance or a discriminatory practice shall prohibit that Contractor from being awarded a City contract for a period of one (1) year from the date of such determination, and such determination may also be grounds for terminating the contact to which the discriminatory practice or noncompliance pertains. 7. The undersigned Contractor agrees that the following nondiscrimination commitment shall be made a part of any contract which it may henceforth enter into with the City of South Bend, Indiana or any of its agencies, boards or commissions. Contractor agrees not to discriminate against or intimidate any employee or applicant for employment in the performance of this contract with privileges of employment, or any matter directly or indirectly related to employment, because of race, religion, color, sex, gender expression, gender identity, sexual orientation, handicap, national origin or ancestry. Breach of this provision may be regarded as material breach of contract. Version 1/3/2025 Page - 15 Public Works Quote I, the undersigned bidder or agent as contractor on a public works project, understand my statutory obligations to the use of steel products or foundry products made in the United States (I.C. 5-16- 8-1). I hereby certify that I and all subcontractors employed by me for this project will use steel products or foundry products made in the United States on this project if awarded. I understand I have an affirmative duty to notify the City in my bid that my proposal does not include the use of steel products or foundry products made in the United States. I understand it is my sole obligation and responsibility to provide a justification to the City, subject to review and approval, why the cost of United States made steel or foundry products is unreasonable. Prior to award and upon submission of bid which does not use steel products or foundry products made in the United States, the City, through its director of public works, shall make a determination if the price of United States made steel or foundry is unreasonable. I understand that violations hereunder may result in forfeiture of contractual payments. I hereby affirm under the penalties of perjury that the facts and information contained in the foregoing bid for public works are true and correct. Dated this -Y 1 J )NATHAN M. RICKETTS Notary Public, State of Indiana Z.SEAL:OE Tippecanoe County :* :•*?Commission NumberNP0728501 MV Commission Expires August 31, 2028 day of `X !�s /, 20,g�— So Co tractor/Bidder Firm) Signature of ContractorBid er or Its Agent Printed Name and Title Subscribed and sworn to before me this �<a day 20 pX- My Commission Expires A,,,-�-4 W otary Public County of Residence nre�si��- Version 1/3/2025 Page - 16 Public Works Quote �sov711 gE�� CITY OF SOUTH BEND` MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORNG BE-1.Q� 18fi5 MBE UTILIZATION PLAN This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects involving MBE participation. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the MBE qualifications. ***Goals should be calculated based on the Base Bid only.*** Project Number: Bidder: 124-069M Project Name: SIlja�t, ANY N The Pointe at Riverwalk Utility Materials Total Bid Amount: MBE Goal: Page -i— of-�— Name & Address of MBE Primary Contact Person (Name/Telephone) Scope of Work to be Performed (Attach scope/schedule if you need additional space) DollarAmount of MBE Component Percentage of Total Bid/Proposal Submitted b a?&kyr Print Name SI nat Date ***Goals should be calculated based on the Base Bid only.*** Version 1/3/2025 Page - 19 Public Works Quote CITY OF SOUTH BEND ` MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM WBE-1.0 186 x WBE UTILIZATION PLAN This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects involving WBE participation. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the WBE qualifications. ***Goals should be calculated based on the Base Bid only.*** Project Number: 124-069M Project Name: The Pointe at Riverwalk Utility Materials Total Bid Bidder: k Amount: ���� WBE Goal:-3 Page _of Name & Address of WBE Primary Contact Person (Name/Telephone) Scope of Work to be Performed (Attach scope/schedule if you need additional space) Dollar Amount of WBE Component Percentage of Total Bid/Proposa Submitted by: Print Name Sig ature Date ***Goals should be calculated based on the Base Bid only.*** Version 1/3/2025 Page - 20 Public Works Quote OtiSpUTH 8�d CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN x PEASE.,-. FOR MBE-2.0 x 8� EVIDENCE OF GOOD FAITH EFFORTS This completed form should be included as part of the Bids documents related to City of South Bend Public Works Projects requiring Good Faith Efforts to obtain MBE participation. i I h Project Number: 124-069M Date: U G Project Name: The Pointe at Riverwalk Utility Materials Bidder: Contact Person: 1e P i Telephone: Address: �i� (��, 5 1 City: �, —]�, State:` Zip: Email: \ . b Vt U To determine whether a bidder has demonstrated good faith efforts to reacl4the MBE utilization goal set forth in the City of South Bend Public Works Project Specifications, the City and its agencies, boards, or commissions, REQUIRE ALL of the following Good Faith Efforts as listed in the table below*: EVIDENCE OF GOOD FAITH EFFORTS MBE LIST(S): The bidder reviewed 1) the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan; 2) the list of certified MWBEs provided by the City; and 3) the Indiana Department of Administration list of Minority and Women Owned Businesses (both certified and non -certified) found at: httl2://www.ip,ov/idoa/. GOOD FAITH EFFORTS TO OBTAIN MBE PARTICIPATION The bidder shall initial each item below, as evidence of its good faith efforts to obtain MBE participation in the awarded contract. I affirm that I reviewed the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan and the Indiana Department of Administration's certified list of / Indiana Minority and Women Business Enterprises, found on their website (http://www.in.gov/idoa). I affirm that I have made good faith efforts to select portions of the contract work to be performed by MBEs, including, where appropriate, breaking out contract work items into tzV economically feasible units to facilitate MBE participation. 9/4means I affirm that I have made good faith efforts to solicit through all reasonable and available the interest of all MBEs in the scopes of work of the contract. - I affirm that I attended all pre -bid meetings scheduled by the City of South Bend to inform MBEs of contracting and subcontracting opportunities. I affirm that I advertised in general circulation and/or trade association publications concerning subcontract opportunities and allowed MBEs reasonable time to respond to such advertisements. !� I affirm that I performed any and all necessary steps to provide written notices in a manner �j reasonably calculated to inform MBEs of subcontracting opportunities and allowed sufficient time for MWBEs to participate effectively. I affirm that I followed up on initial solicitations with interested MBEs. I affirm that I negotiated with interested MBEs in good faith, including providing such MBEs with adequate information about the plans, specifications and other requirements of the subcontract. I affirm that I have made good faith efforts to assist interested MBEs in obtaining bonding, lines of credit, or insurance as required by the City or the bidder, where appropriate. Version 1/3/2025 Page - 21 Public Works Quote O45pUTH BE'U0 CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FORM MBE-2.0 x EVIDENCE OF GOOD FAITH EFFORTS IM/4 I affirm that I have made good faith efforts to assist interested MBEs in obtaining necessary equipment, supplies, materials, or related assistances or services, where appropriate. � , % I affirm that I did not reject any MBEs as unqualified without sound business reasons based tom►/ on a thorough investigation of their capabilities. CONTRACT RECORDS: The bidder has maintained the following records for each MBE that has bid on the subcontracting opportunity: 1. Name, address, and telephone number; 2. A description of information provided by the bidder or subcontractor; and 3. A statement of whether an agreement was reached, and if not, why not, including any reasons for concluding that the MBE was unqualified to perform the job. *Proper demonstration of Good Faith Efforts requires your initials next to all of the above boxes. Any omissions shall be considered grounds for rejection of the bid by the Board of Public Works. The City of South Bend reserves the right to request additional information. Version 1/3/2025 Page - 22 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FOR BE-2.0 EVIDENCE OF GOOD FAITH EFFORTS This completed form should be included as part of the Bids documents related to City of South Bend Public Works Projects requiring Good Faith Efforts to obtain WBE participation. j Project Number: 124-069M Date: f( 0 Project Name: The Pointe at Riverwalk Utility Materials Bidder: p (' Contact Person: \��C� Telephone: C}�ysJ�� Address: W11 IN4 vve\_\i_V I s City: State: — Zip: �G Email: �� w co To determine whether a bidder has demonstrated good faith efforts to reactAhe WBE utilization goals set forth in the City of South Bend Public Works Project Specifications, the City and its agencies, boards, or commissions, REQUIRE ALL of the following Good Faith Efforts as listed in the table below*: EVIDENCE OF GOOD FAITH EFFORTS WBE LIST(S): The bidder reviewed 1) the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan; 2) the list of certified MWBEs provided by the City; and 3) the Indiana Department of Administration list of Minority and Women Owned Businesses (both certified and non -certified) found at: http://www.in.govlidoa/. GOOD FAITH EFFORTS TO OBTAIN WBE PARTICIPATION The bidder shall initial each item below, as evidence of its good faith efforts to obtain WBE participation in the awarded contract. I affirm that I reviewed the City of South Bend's Minority and Women Business Enterprise Inclusion Program Plan and the Indiana Department of Administration's certified list of Indiana Minority and Women Business Enterprises, found on their website (http://www.in.gov/idoa). I affirm that I have made good faith efforts to select portions of the contract work to be performed by WBEs, including, where appropriate, breaking out contract work items into economically feasible units to facilitate MWBE participation. I affirm that I have made good faith efforts to solicit through all reasonable and available means the interest of all WBEs in the scopes of work of the contract. I affirm that I attended all pre -bid meetings scheduled by the City of South Bend to inform WBEs of contracting and subcontracting opportunities. I affirm that I advertised in general circulation and/or trade association publications concerning subcontract opportunities and allowed WBEs reasonable time to respond to such advertisements. I affirm that I performed any and all necessary steps to provide written notices in a manner reasonably calculated to inform WBEs of subcontracting opportunities and allowed sufficient time for WBEs to participate effectively. I affirm that I followed up on initial solicitations with interested WBEs. I affirm that I negotiated with interested WBEs in good faith, including providing such WBEs with adequate information about the plans, specifications and other requirements of the subcontract. I affirm that I have mad- 9--d faith efforts t- assist interested W=- i., olokair.i r.9 6o.,d:.,y, lines of credit, or insurance as required by the City or the bidder, where appropriate. Version 1/3/2025 Page - 23 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FOR BE-2.0 ,865 EVIDENCE OF GOOD FAITH EFFORTS I affirm that I have made good faith efforts to assist interested WBEs in obtaining necessary equipment, supplies, materials, or related assistances or services, where appropriate. I affirm that I did not reject any WBEs as unqualified without sound business reasons based on a thorough investigation of their capabilities. CONTRACT RECORDS: The bidder has maintained the following records for each WBE that has bid on the subcontracting opportunity: 1. Name, address, and telephone number; 2. A description of information provided by the bidder or subcontractor; and 3. A statement of whether an agreement was reached, and if not, why not, including any reasons for concluding that the WBE was unqualified to perform the job. *Proper demonstration of Good Faith Efforts requires your initials next to all of the above boxes. Any omissions shall be considered grounds for rejection of the bid by the Board of Public Works. The City of South Bend reserves the right to request additional information. Version 1/3/2025 Page - 24 Public Works Quote CITY OF SOUTH BEND MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN e�gbe- FORM MBE-2.1 iess_ MBE CONTACTED This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects requiring Good Faith Efforts to contact MBEs. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the MBE qualifications. Attach additional pages if necessary. PAGE � OF Project Number: 124-069M MBE Participation Goal Project Name: The Pointe at Riverwalk Utility Materials Bidder: By: (Signature) (Title) (Date) MBE Firm Owner or Contact at MBE Firm Telephone: Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: RESULTS OF CONTACT WITH THE MBE FIRM: MBE Firm !�/-A— Owner or Contact at MBE Firm Telephone: Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: RESULTS OF CONTACT WITH THE MBE FIRM: Version 1/3/2025 Page - 25 Public Works Quote CITY OF SOUTH BEND p MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN FOR -2.1 _ 1865 WBE CONTACTED This completed form should be supplied with Bids that pertain to City of South Bend Public Works Projects requiring Good Faith Efforts to contact WBEs. It is the bidder's sole responsibility to verify whether any listed minority or woman business meets the WBE qualifications. Attach additional pages if necessary. PAGE OF Project Number: 124-069M WBE Participation Goal Project Name: The Pointe at Riverw He Utility Materials Bidder: 1 t I of WBE Firm Owner or Contac . at Telephone: RESULTS OF CONTACT WITH THE WBE FIRM: Lt! VIYVl 1 ' P rl (i' kV-t -P / "I tt -- I Yh-,11Afl M WBE Firm Owner or Contact at WBE Firm Telephone: Fax: Email: TYPE OF WORK SOLICITED FOR THIS PROJECT: RESULTS OF CONTACT WITH THE WBE FIRM: Version 1/3/2025 Page - 26 Public Works Quote Date: To: 1316 COUNTY -CITY BUILDING 227 W.JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 9/4/2025 PHONE 574/235-9251 FAx 574/ 235-9171 TDD 574/ 235-5567 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS All Planholders From Theresa Heffner, Clerk, Board of Public Works Subject Addendum Number: 1 Project Name: The Pointe at Riverwalk Utility Materials Project No.: 124-069M ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: 9 This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171 within 48 hours of receipt. A copy MUST also be included with your bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BID. Notes: The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Company: Authorized Si Date: 1 L 1316 COUNTY -CITY BUILDING 227 W.JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 Date: To: From Subject PHONE 574/235-9251 FAx 574/ 235-9171 TDD 574/ 235-5567 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS 9/8/2025 All Planholders Hillary Horvath, Clerk, Board of Public Works Addendum Number: 2 Project Name: The Pointe at Riverwalk Utility Materials Project No.: 124-069M ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Date Received: � 1,;,s This addendum is being forwarded to you for the above referenced project. Please sign below and acknowledge receipt of this Addendum by faxing this sheet to the Board of Public Works at (574) 235-9171 within 48 hours of receipt. A copy MUST also be included with your bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BID. Notes: The attached documents are hereby added to the Specifications and Contract Documents and become a part of herein. Compe Author Date: IV V. o45OMTH B � 4 � � SCOPE OF WORK CITY OF SOUTH BEND N f=ACE x x 1865 Project Name The Pointe at Riverwalk Utility Materials Project No. 124-069M For Bids Due September 9th, 2025, 9:00 a.m.. Local Time PROJECT DESCRIPTION This project includes the furnishing of materials to be used by Century Custom Builders for the Pointe at Riverwalk townhome development at Northside & St. Peter Street in South Bend. This quote will be awarded to the lowest responsive vendor based upon the Total Estimated Price. All items will be awarded per unit prices and the quantities shown for each item are approximate quantities only. Actual quantities purchased may be greater or less than the quantities shown on the bid tab. PREVAILING SPECIFICATIONS AND CONSTRUCTION STANDARDS AND SPECIFICATIONS A. The City of South Bend's PREVAILING SPECIFICATIONS, most recent version, and CONSTRUCTION STANDARDS AND SPECIFICATIONS, most recent version, are to be used on this project. B. Each Quote provider is specifically instructed to become completely familiar with the most recent version of the PREVAILING SPECIFICATIONS and the CONSTRUCTION STANDARDS AND SPECIFICATIONS prior to submitting a quote. C. Wherever the PREVAILING SPECIFICATIONS refer to "State Specifications," it shall mean the 2026 INDOT Standard Specifications for the letting effective after September 1, 2025. D. These SPECIAL PROVISIONS will list only "Additions" or "Deletions" to the PREVAILING SPECIFICATIONS and are to be used only in conjunction with the PREVAILING SPECIFICATIONS. E. In the event of conflict between the SPECIAL PROVISIONS and the PREVAILING SPECIFICATIONS, the SPECIAL PROVISIONS will govern. TERM "OR EQUAL" A. Prevailing Specifications: None B. Additions 1. Where the term "or equal" is used in these specifications, the Quote provider deviating from specified item shall file with his/her/its Quote a letter fully explaining and justifying his/her/its proposed article or equal. The City of South Bend shall be the sole judge in determining if the "or equal" offered meets the specification. TAX EXEMPT A. Prevailing Specifications: None B. Additions 1. Materials and properties purchased under contract with the Owner that become a permanent part of the structure or facilities constructed are not subject to the Indiana Gross Retail Tax (Sales Tax). The exemption number will be furnished to the Contractor upon award. INDEMNIFICATION A. Prevailing Specifications_ None B. Additions Version 1/3/2025 Page - 1 Public Works Quote I . Contractor agrees to indemnify, defend and hold harmless the City of South Bend, its agents, officers and employees, from all costs, losses, claims and suits, including court costs, attorney fees, and other expenses, arising from or out of the negligent performance of this Contract by Contractor, or because of arising out of any defect in the goods, materials or equipment supplied by the Quote provider. VI. CONTROL OF WORK A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 105 B. Additions: 1. The complete responsibility for this project lies with the Director of Public Works of the City of South Bend, Indiana acting through his authorized representatives. equipment and supplies to peFfern; all werk requiFed uRder this item. TheFe will be Re dir-eGt payrne4# for this item 4. Work hours fer the Pre eGt shall be from 7:00 a.m. threugh 6:00 ., 68Rd De ortment of D ,hl'r W rL s N..+ r�v..v--v�vrrrr. VII. LEGAL RELATIONS A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 107 B. Additions: 1. The Owner, where mentioned in these documents, is the City of South Bend. The Engineer, where mentioned in these documents, is Century Custom Builders . 2. The Contractor shall apply for and obtain any and all required permits for the work from local, state, and federal agencies and shall comply with permit requirements, including the St. Joseph County / City of South Bend Building Department. 3. If the Contractor awarded this contract is not a resident of Indiana, within thirty days, the Contractor shall provide the Owner with proof that the Contractor is duly licensed, qualified and registered with the Secretary of State of Indiana to engage in business within the State of Indiana. 4. The Contractor shall comply with all provisions of Indiana Code 5-16-13, as amended. The Owner reserves the right to immediately terminate the public work project awarded should the Contractor be found to be in violation of any provision of Indiana Code 5-16-13 and such violation shall result in the forfeiture of Contractor's performance bond to the Owner. Vill. DEFAULT AND TERMINATION A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 108 B. Additions: 1. Events of Default shall include Contractor's failure to perform any of its obligations under this contract including failure to commence work at the time specified, failure to perform the work in accordance with these specifications, unauthorized discontinuation of the work, failure to carry out the work in a manner acceptable to the City, failure to observe Federal, State, or local laws or regulations, and failure to comply with any other term of this contract. 2. If an Event of Default occurs, the City shall provide Contractor written notice and may permit Contractor ten (10) calendar days after the date of the notice to cure the default. If the default is not cured within the ten (10) day cure period, the City may at any time thereafter terminate this contract in which case the termination shall be final and effective. 3. Upon an Event of Default, the City may invoke the following remedies in addition to those remedies provided under separate provisions of this contract, the right of set-off against any payments due or to become due to the Contractor against the retainage, the right to take over and complete the Version 1/3/2025 Page - 2 Public Works Quote Work. If the City notifies Contractor that City is invoking its right to complete the Work, all rights that the Contractor has in order under Contractor's subcontracts are assigned to the City, subject to the City's right to take assignment of all or only selected subcontracts at the City's discretion. The sole obligation accepted by the City under such subcontracts is to pay for Work satisfactorily performed after the date of the assignment. In the event a conditional assignment has not been executed, the Contractor shall execute or cause to be executed any assignment, agreement, or other document that may be necessary in the sole opinion of legal counsel to the City's Board of Public Works to evidence compliance with this provision. The Contractor shall promptly deliver such documents upon the City's request. In the case of such assignment, unless otherwise agreed in writing, The Contractor remains liability to subcontractors for any payment already involved, and for any claim, suit or cause of action based upon or resulting from any error, omission, negligence or other breach of contract by the Contractor, its officers, employees, or agents arising prior to the date of assignment to the City. IX. CORRECTIVE ACTION/DAMAGES A. Prevailing Specifications: None B. Additions: 1. The parties recognize that time is of the essence in regard to this Contract and that City and Century Custom Builders will suffer financial loss if the equipment, supplies, services are not delivered within the times specified on the Contract. a. It is agreed between the parties hereto that if Contractor shall not deliver the equipment, supplies, services and/or other obligations by the date specified in the Contract, City shall use the bid bond or certified check of bidder as liquidated damages b. Should the Contractor fail to provide or perform the equipment, supplies, services and/or other obligations pursuant to the Contract, and should the City then elect to bid a new project that will replace the Contract, any bid for the project from Contractor will be considered only if Contractor can demonstrate the ability to deliver and perform the equipment, supplies, services and/or other obligations in a timely fashion. c. It is agreed between the parties hereto that if Contractor shall not deliver the equipment, supplies, services and/or other obligations by the time specified in the Contract, City shall award all or part of the material to the next lowest bidder.. X. DELIVERY A. Prevailing specifications/INDOT Standard Specification Section: None B. Additions: 1. Items shown in the specifications shall be delivered to 703 Northside Blvd in South Bend, Indiana. Delivery dates shall include weekends and holidays as designated by the representative ordering the material. 2. All materials shall be delivered according to best industry practices and prevailing specifications. Any materials not received in good condition will be rejected. 3. All items rejected must be removed immediately by the Contractor at the expense of the Contractor. 4. In some cases, at the discretion of the City, inspection of the commodities or equipment will be made at the factory, plant, or other establishment where they are produced before shipment. Version 1/3/2025 Page - 3 Public Works Quote 5. The City reserves the right to inspect and have any goods tested after delivery for compliance with the Specifications. Notice of latent defects, which would make the item unfit for the purposes for which they are required, may be given at any time within one year after discovery of defects. 6. The quote shall include the cost of delivery in the unit price for each item. XI. RETAINAGE AND FINAL PAYMENT A. Prevailing Specifications: 2026, INDOT Standard Specifications Section 109 B. Additions: 1. Payments will be made every thirty (30) calendar days. 2. There will be NO Retainage. 3. Contractor shall invoice using the same nomenclature as specified in the bid proposal for all items. XII. WARRANTY A. Prevailing Specifications: None B. Additions 1. All Parts shall include the following: a. Performance specifications b. Bill of Materials c. Warranties on all parts d. Installation and safety requirements XIV. UTILITY MATERIALS A. Prevailing specifications: 2026 INDOT Standard Specifications; City of South Bend Construction Standards & Specifications; American Water Works Association B. Additions: 1. For each item, a specification sheet shall be submitted for the proposed product. Century Custom Builders will review and determine that products submitted meet the requirements of the project. 3. Delivery cost shall be included in the unit cost for each line item. 4. Any owner -requested modifications to the quantity or type of item shall be subject to a change order. 5. Pricing shall apply for 12 months following award of quote. XV. M/WBE GOALS A. Prevailing Specifications: City of South Bend Ordinance No. 10761-21, Minority and Women Business Enterprise Inclusion Program Plan B. Additions: 1. The quote does not have required M/WBE goals. The use of M/WBEs is encouraged and inclusion may be noted on the attached M/WBE Utilization Plan pages. 2. ***M/WBE PAPERWORK IS OPTIONAL FOR THIS QUOTE*** Version 1/3/2025 Page - 4 Public Works Quote CITY OF SOUTH BEND EQUAL EMPLOYMENT OPPORTUNITY CONTRACTING PROVISIONS DIVERSITY UTILIZATION It is the policy of the City of South Bend to provide equal employment and business opportunity for all persons, partnerships, companies, and corporations in accordance with the rules, regulations and guidelines of the applicable federal, state and local laws. This policy of equal employment and business opportunity shall apply to every contractor or subcontractor bidding or holding a public contract with the City of South Bend. In furtherance of this policy, the following Equal Opportunity Clauses are hereby made a part of every construction contract entered into by the City of South Bend and all subcontractors entered into pursuant to any such contract and the bidder hereby certifies that it/he/she will abide by these provisions. The contractor will not discriminate against any applicant or employee because of race, color, religion, sex, national origin, or handicap. The contractor will take affirmative action to ensure that all applicants or employees are treated fairly and equitably. Such action shall include but not be limited to the following: hiring, up -grading, demotion or transfer, recruitment, advertising, lay-offs or termination, rates of pay or other forms of compensation and selection for training including apprenticeship programs. The contractor shall agree to post in conspicuous places available to employees and applicants, notices to be provided setting forth the provisions of the Non -Discrimination Clause. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. The contractor will send to each labor union or representative of workers with which it/ he/she has a bargaining agreement or other contract or understanding, a notice to be provided, advising the labor union or worker's representatives of the contractor's commitment under this section, and shall post copies of the notices in conspicuous places available to applicants and employees. The contractor will comply with all provisions of Executive Order 11246 (as amended by 11375) and of the rules, regulations and relevant orders of the Department of Labor. Subpart B --Contractors' Agreements Sec. 202. Except in contracts exempted in accordance with Section 204 of this Order, all Government contracting agencies shall include in every Government contract hereinafter entered into the following provisions: "During the performance of this contract, the contractor agrees as follows:" "(1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated equally during employment, without regard to their race, color, religion, sex or national origin. Such action will include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause." (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf Of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin." Version 1/3/2025 Page - 6 Public Works Quote "(3) The contractor will send to each labor union or representative of workers with which i t / he/she has a collective bargaining agreement or other contract of understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment." "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules and regulations, and relevant orders of the Secretary of Labor." "(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders." "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, in this contract may be cancelled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked* as provided in Executive Order No 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law." "(7) The contractorwill include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States." The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part 11, Subpart D of the Executive Order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency Version 1/3/2025 Page - 7 Public Works Quote may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. * Corrected to read "invoked". In the original text the word "involved" was printed in error. Version 1/3/2025 Page - 8 Public Works Quote MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN The City of South Bend, Indiana has shown its commitment to addressing Minority and Women's Business Enterprise ("MWBE") participation in public contracting through the adoption of the City of South Bend Ordinance No. 10761-21. Persons, partnerships, corporations, associations, or joint ventures awarded a contract by the City of South Bend through its agencies, boards, or commissions shall not discriminate against any employee or applicant for employment in the performance of a City contract with respect to hire, tenure, terms, conditions, or privileges of employment, or any matter directly or indirectly related to employment because of race, sex, religion, color, national origin, ancestry, age or disability that does not affect that person's ability to perform work. Minority and Women's Business Enterprises are described in the Ordinance. A list of MBEs and WBEs (both certified and non -certified) can be found on the Indiana Department of Administration website: http://www.in.gov/idoa/. Documentation shall be provided with the bid that states the MBEs and WBEs that will be contracted, the dollar amount of the work that will be performed by the MBEs and WBEs on the project and the percentage of the dollar amount as it relates to the total bid amount by using Form MBE-1.0, MBE Utilization Plan, and Form WBE-1.0, WBE Utilization Plan. The City, its agencies, boards, or commissions requires the Contractor's good faith efforts to obtain participation by those Contractors classified as MBEs and WBEs. Failure to either meet the MBE and WBE goals or to provide evidence of good faith efforts for the bid will be grounds for rejecting a bid as non -responsive. Bidders shall demonstrate good faith efforts to have active participation from MWBEs on this Project and supply written documentation evidencing such efforts by using Forms MBE-2.0, Evidence of Good Faith Efforts and WBE- 2.0, Evidence of Good Faith Efforts and Forms MBE-2.1, MBE Contacted and WBE-2.1, WBE Contacted. Such documentation shall include, but is not limited to, the following items: a. A listing of all M/WBEs contacted including: (1) the name and address of the M/WBE; (2) the date of contact; (3) the type of contact (i.e., phone call, written solicitation, etc.); (4) the nature or type services or goods requested; and (5) the result of the contact. b. Written evidence of outreach and copies of email exchanges inviting and receiving bids, quotes or other responses from M/WBEs or other documentation of efforts to encourage and secure competitive responses from M/WBE and local businesses to be included in the benefits of building this Project. c. Written documentation of letters of introduction, invitations to forging majority/minority strategic alliances for capacity building, including but not limited to, mentoring, extensions of assistance on payroll, insurance, bonding, line of credit, technical skills or business skills. d. From time to time, projects will undergo a scope change prior to completion. This scope change will inevitably impact the Contractor's usage of MWBE's and the originally submitted Utilization Plan. It is the request of the City that when a project scope change occurs, the applicable Contractor shall utilize its best efforts to contract with M and W Subcontractors in a proportional manner as required by the scope change. All bidders are actively encouraged to reach out to the M/WBEs in St. Joseph County, Indiana, other Indiana counties, and Berrien County, Michigan to utilize a good faith effort to forge constructive and lasting business partnerships. Notwithstanding the foregoing, the award and performance of all City contracts shall comply with applicable federal, state, and local laws. The City reserves the right to request verification of goal implementation throughout the course of the project. If a goal exists, the winning respondent is contractually obligated to utilize the M/WBE's firms in a manner consistent with what was represented in its quote submission to the City. Deviations to the utilization plan must be requested in writing and approved by the City. The City reserves the right to initiate a change order in the amount equal to the difference in any subcontractor utilization if the utilization plan change is not approved. Version 1/3/2025 Page - 9 Public Works Quote CITY OF SOUTH BEND'S GUIDELINES FOR GOOD FAITH EFFORTS BY CONTRACTORS IN MEETING MWBE CONTRACT GOALS Under the City of South Bend's Minority and Women's Business Enterprise (MWBE) Inclusion Program Plan (COSB Inclusion Plan), the City of South Bend (the City) is authorized to set "contract specific" goals to increase MWBE participation in City contracts and procurements. MWBE participation goals are set based on availability of MWBE contractors within the City's geographic market area identified in the City's Disparity Study. For contractors bidding on a construction, services, supplies or equipment contract where goals have been set for all or parts of the project, below is information relevant to "good faith efforts" to meet the contract goal. When the City sets a contract goal, that means MWBE's are in fact available to perform work on the contract. Project bidders must try diligently to meet the goal. Failure to make a good faith effort may result in rejection of your bid as non -responsive to the contract. Good faith efforts means actions undertaken by a contractor to achieve a contract goal which, by their scope, intensity, and appropriateness to the objective, can be reasonably expected to fulfill the Program's goals (City's Inclusion Plan, Section 4.B., No. 21). A good faith effort is fully reviewable by the City. Where a contract goal is not met, contractors must provide as much information as possible to help the City assess the contractor's good faith efforts to achieve the goal. Inadequate proof of good faith efforts may result in a finding that the contractor was non -responsive, causing its bid to be rejected even if it is the lowest. Good faith efforts require active, aggressive efforts by the prime contractor to obtain the contract MWBE participation goal. Mere pro forma efforts are not good faith efforts. To satisfy the good faith efforts test: A prime contractor may not reject a MWBE's bid solely because it is not the lowest bid received from subcontractors. If the MWBE's costs are reasonable and not excessive, the MWBE's quote or bid presumptively should be accepted on a contract requiring goals even if the MWBE's bid is not the lowest one received. However, if an MWBE's bid or quote is unreasonable or excessive, the prime contractor may reject the bid on that basis. The contractor has the burden of demonstrating the excessiveness or unreasonableness of the MWBE's bid or quote. Because the City must determine whether a MWBE quote was unreasonable or excessive, Contractors must provide the City with copies of each MWBE and non MWBE quote submitted to the bidder when a non-MWBE was selected over an MWBE. A contractor may not reject a MWBE as being unqualified without sound reasons based on a thorough investigation of the MWBE's capabilities. If a prime contractor rejects a MWBE as unqualified, the Contractor must provide the City with good reasons for this. The MWBE's industry standing or membership in a specific group, organization, political or social affiliation (example: union v. non -union) is not a basis to reject the MWBE for lack of qualification. Version 1/3/2025 Page - 10 Public Works Quote • The ability or desire of a prime contractor to perform the work of the contract with its own organization team does not relieve the prime contractor of the need to make good faith efforts to use MWBE sub contractors to meet the contract goal. EXAMPLE: Total Project Estimate is $500,000. An MWBE goal of 10% is set for a specific part of the project, i.e., $50,000. Only one MWBE submits a quote to the prime Contractor, and it is $50,000. A non MWBE submits a quote of $45,000. Rejecting the MWBE bid may not meet the requirement of making a good faith effort to meet the contract goal because: 1) the MWBE quote is within the goal percentage and dollar amount set for MWBE participation on the project; 2) selection of the MWBE quote guarantees that the contractor meets the set goal and that its bid will be deemed responsive; and 3) the difference between the MWBE and non MWBE quotes is not significant in terms of the overall contract amount (i.e., 1 % of total contract). If the MWBE's quote is $53,000 and the non-MWBE bid is $50,000, it may yet not be demonstrative of a good faith effort to reject the MWBE solely because the MWBE's quote is not the lowest. The excess is not greatly significant to the total contract cost, and it could reasonably be expected to be made up elsewhere in the contract while guaranteeing full goal compliance. The above examples are illustrative only. The City will make a fair and reasonable judgment as to good faith efforts based on all information and documentation provided by bidders and taking into account the Quality, Quantity, and Intensity of the efforts made by a contractor to meet the contract goal. Version 1/3/2025 Page - 11 Public Works Quote GOOD FAITH EFFORTS MATERIALS TO BE INCLUDED WITH BID If a contractor's bid does not meet the goal set for the contract, the contractor must submit evidence of good faith efforts with its bid so the City can determine whether the contractor is a responsive bidder. If the contractor's bid meets the MWBE goal, evidence of good faith effort is not required, but it would be prudent to include some evidence in case an error was made. The information required of a contractor who has not achieved the contract goal to show good faith efforts can be found in the South Bend Inclusion Program Plan at Section 8.13.3.d. as follows: (b) Where the bidder cannot achieve the contract goal, the bidder must provide proof of having made good faith efforts to meet the goal. In making this determination of whether to issue a goal waiver, the City will consider, at a minimum, the bidder's efforts to: (1) Solicit through all reasonable and available means (e.g., attendance at pre -bid meetings, advertising and written notices) the interest of all MWBEs in the scopes of work of the contract. The contractor shall provide interested MWBEs with timely, adequate information about the plans, specifications, and requirements of the contract to allow such firms to respond to the solicitation. The bidder must follow up initial solicitations with interested MWBEs. (2) Select portions of the work to be performed by MWBEs in order to increase the likelihood that the contract goal will be achieved. This includes, where appropriate, breaking out contract work items into economically feasible units to facilitate participation, even when the bidder would otherwise prefer to perform these work items with its own forces. It is the bidder's responsibility to make a portion of the work available to MWBEs and to select those portions of the work or material needs consistent with the availability of such firms to facilitate their participation. (3) Negotiate in good faith with interested MWBEs. Evidence of such negotiation includes the names, addresses, and telephone numbers of firms that were contacted; a description of the information provided regarding the plans and specifications for the work selected for subcontracting; and why agreements could not be reached. The bidder may not reject MWBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. That there may be some additional costs involved in finding and using MWBEs is not in itself sufficient reason for a bidder's failure to meet the contract goal, as long as such costs are reasonable. The ability or desire of a bidder to perform the work of a Contract with its own organization does not relieve it of the responsibility to make good faith efforts on all scopes of work within which subcontracting opportunities are available. (4) Make efforts to assist interested MWBEs in obtaining bonding, lines of credit, or insurance as required by the City or the bidder, where appropriate. (5) Make efforts to assist interested MWBEs in obtaining necessary equipment, supplies, materials, or related assistance or services, where appropriate. Materials that should be submitted to support a contractor's good faith efforts include: • Copies of advertisements, notices, or solicitations from contractor to MWBE's-- to include date and time of issuance; • A list of all locations where advertisements or notices to MWBE's were placed or solicitations sent; • Copies of communication between contractor and MWBE's in response to contractor's advertisements, notices, or solicitations; • Proof of contractor's break-out of contract items into units feasible for performance by WMBE's; • Proof of communications between the contractor and MWBE regarding negotiations for agreements, and why agreement could not be reached, as stated more specifically in above Subsection (b) (3); • Proof of bids or quotes from MWBE's and those from non MWBE's when non MWBE's bid or quote is used; • Proof of efforts made by contractor to assist MWBE to participate in contract, where appropriate; and Version 1/3/2025 Page - 12 Public Works Quote • Any other information tending to show that Contractor made active, aggressive efforts to meet the MWBE participation goal but despite good faith efforts was unable to do so. 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Pipe Requirements N-12 WT IB pipe (per ASTM F2648) shall have a smooth interior and annular exterior corrugations. • 4- through 60-inch (100 to 1500 mm) pipe shall meet ASTM F2648. • Manning's "n"value for use in design shall be 0.012. joint Performance Pipe shall bejoined using a bell & spigotjoint meeting ASTM F2648. The joint shall be watertight according to the requirements of ASTM D3212. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. Ajoint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings Fittings shall conform to ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the watertight joint performance requirements of ASTM F2306. Field Pipe and joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field- testing any pipe material. Contact the manufacturer for recommended leakage ratesi Material Properties Material for pipe production shall be an engineered compound of virgin and recycled high -density polyethylene conforming with the minimum requirements of cell classification 424420C (ESCR Test Condition B) for 4- through 10-inch (100 to 250 mm) diameters, and 435420C (ESCR Test Condition B) for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The design engineer shall verify compatibility with overall system including structural, hydraulic, material, and installation requirements for a given application. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted) or Class 2 (minimum 90% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.02. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Pipe Dimensions 4 6 8 10 12 15 18 24 30 36 42 48 60 (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1500) 4.8 6.9 9.1 11.4 14.5 18 22 28 36 42 48 54 67 (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1702) * Pipe O.D. values are provided for reference purposes only, values stated for 12 through 60-inch are t1 inch. Contact a sales representative for exact value5 August 2025 INJECTION MOLDED 45' REDUCING WYE 6" x 4" - 8" x 4" - 8" x 6"-10"x8" - 12" x 6" - 12"x8" DIAMETER PART# I PIPE SIZE A 6 C JOINT 0680ST 6 x 4 in 9.3 in 8.3 in 7.8 in ST 150 x 100 mm) 235 mm) (210 mm) (199 mm) 068OWT 6 x 4 in 9.3 in 8.3 in 7.8 in WT (150 x 100 mm) (235 mm) (210 mm) 199 mm) 0880ST 8 x 4 in 10.7 in 10.0 in 9.2 in ST (200 x 100 mm) (271 mm) (254 mm) (233 mm) 088OWT 8 x 4 in 10.7 in 10.0 in 9.2 in WT (200 x 100 mm) (271 mm) (254 mm) (233 mm 0881ST 8 x 6 in 12.6 in 11.3 in 10.8 in ST (200 x 150 mm) (320 mm) (286 mm) (275 mm) 0881 WT 8 x 6 in 12.6 in 11.3 in 10.8 in WT .I. 200 x 150 mm) (320 mm) (286 mm) ;275 mm) 1082ST 10 x 8 in 17.9 in 14.3 in 13.9 in ST (250 x 200 mm (454 mm) (362 mm) (354 mm) 1082WT 10 x 8 in 17.9 in 14.3 in 13.9 in WT (250 x 200 mm) (455 mm) (362 mm) (354 mm) 1281 WT 12 x 6 in 17.1 in 15.8 in 14.5 in WT (300 x 150 mm) (435 mm (400 mm) 369 mm 1282WT 12 x 8 in 22.5 in 18.7 in 18.1 in W.I. (300 x 200 mm) (572 mm) (474 mm) (461 mm) NOTE: FITTINGS WHOSE PART NUMBERS END WITH 'WT" HAVE WATER TIGHT BELL CONNECTIONS. WATER TIGHT BELLS ARE SHOWN HERE IN THIS DRAWING AND REQUIRE GASKETS TO BE FITTED TO DUAL WALL PIPE TO FORM A WATER TIGHT JOINT. (GASKETS INCLUDED) FITTINGS WHOSE PART NUMBERS END WITH "ST" HAVE SOIL TIGHT BELL CONNECTIONS. SOIL TIGHT BELLS HAVE MOLDED CLEATS AND REQUIRE NO GASKET TO MAKE CONNECTION TO DUAL WALL PIPE. NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY Inc. INJECTION MOLDED REDUCING BELUBELL COUPLER PART # PIPE SIZE A B C JOINT 0614WT 6 % 4 in 5.6 in 6.6 in 7.9 in WT 150 x i00 mm) {142 mm) (167 mm) (201 rnm) 0814WT 8 X 4 in 5.7 in 6.6 in 10.4 in WT 200 x 100 mm) (145 mm) (167 mm) (263 mm) 0816WT 8 X 6 in 8.0 in 7.7 in 10.4 in WT ,200 x 150 mm (204 mm) (196 mm) (263 mm) 1018WT 10 X 8 in 10.3 in 9.9 in 12.9 in WT (200 x 100 mrn) (262 mm (250 mm) (327 mm) 1218WT 12 X 8 in 10.4 in 11.2 in 16.3 in WT (200 x 150 mm) t265 mm) (285 mm) (413 men) 1210VVT 12 x 10 in 13.0 in 12.3 in 16.3 in WT (200 x 100 mm) (329 mm) (313 mm) 413 mm) NOTE: FITTINGS WHOSE PART NUMBERS END WITH "WT" HAVE WATER TIGHT BELL CONNECTIONS, WATER TIGHT BELLS ARE SHOWN HERE IN THIS DRAWING AND REQUIRE GASKETS TO BE FITTED TO DUAL WALL PIPE TO FORM A WATER TIGHT JOINT. (GASKETS INCLUDED) NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY © 2023 Advanced Drainage Systems, Inc. INJECTION MOLDED 45' BEND 4" - 12" DIAMETER .4 +4 1 PART# PIPE SIZE A JOINT 0494ST 4 in 1.3 in ST (100 mm) (33 mm) 0494WT 4 in 1.3 INJECTION MOLDED 90° BEND 4" - 12" DIAMETER PART # PIPE SIZE A JOINT 0499ST 4 in 3.7 in ST (100 mm) 93 mm) 0499WT 4 in 3.7 in WT (100 mm` (93 mm) 0699ST 6 in 5.2 in ST `150 mm) 133 mm) 0699WT 6 in 5.2 in WT (150 mm) (133 rnm) 0899ST 8 in 6.9 in ST (200 mm) 175 mm) 0899WT 8 in 6.9 in WT 200 mm (175 mm) 1099ST 10 in 8.9 in ST (250 min) 227 mm) 1099WT 10 in 8.9 in VVT (250 mrn) (227 mm 1299ST 12 in 11.3 in ST 300 mm) (286 mm 1299WT 12 in in WT (300 mm 8 (286 mm NOTE: FITTINGS WHOSE PART NUMBERS END WITH "WT" HAVE WATER TIGHT BELL CONNECTIONS. WATER TIGHT BELLS ARE SHOWN HERE IN THIS DRAWING AND REQUIRE GASKETS TO BE FITTED TO DUAL WALL PIPE TO FORM A WATER TIGHT JOINT. (GASKETS INCLUDED) FITTINGS WHOSE PART NUMBERS END WITH "ST" HAVE SOIL TIGHT BELL CONNECTIONS. SOIL TIGHT BELLS HAVE MOLDED CLEATS AND REQUIRE NO GASKET TO MAKE CONNECTION TO DUAL WALL PIPE. NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY © 2023 Advanced Drainage Systems, Inc. 1 - SEE DRAWING NO.7001.110-275 FOR ADS N-12 B HANCOR DUAL WALL BELL INFORMATION 2 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 3 - DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT PVC OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.18.11 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN APPD BY JJC PROJECT NOJNAME REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.18.11 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN vEar nssiory -. --1 ,,,ter DWG SIZE A SCALE 1:3 SHEET 1 OF 1 SA518 PHN (7BUFO70) 932-22413 NylDplast5; FAX (770)932-2490 TITLE 6IN ADS M12AM IM DUAL WALL CLEANOUT DWG NO. 0974AG REV 8 13.75 8.25 4.25 � 4.50 07.75 FITS INSIDE ADS & HANC7PIPE 1 - DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT /?�Aii�_ BUFORD, GA 3051E 2- DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 6-7-06 /1AW PHN(770) 932.7M3 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast u'- FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME w .nyloplast-wcom REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 6.7.06 BX6X9DOWNBPOUT ADAPTER ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NriOPIAST. I DWG SIZE A I SCALE 1:4 SHEET 1 OF 1 DWG NO. 09a9FH REV A \ 8.25 f II I I � l o. el 1982 4 2922 D PLASTICS& iAmOND C 0 R P 0 R A T 1 0 N Proudly Serving The Construction And Engineering r irades For Over ANI- 1Im D3034 & F679 SEWER SPECIFICATION DATA 4" (100) .. 6"(150) 8'(200) to' (250) 12" (300) 15" (375) 4.215 6.275 8.400 10.500 12.500 15.300 S-114 7-1/2 9-7/8 12-3/8 _. 14-5/8 18 4., 4-1f8" 4-7/8' 5-114" 5-1/2" 6" 0,162 0.241 0,323 0.404 0.481 0388 ....: 0.120 0.180 - _ 0.240 0.300 0.360 0:437 1.8"(450) 21` (525) 24"(600). - 27" (675) 30"clod (750) 36" clod(900) 42" clod (1050) 48" clod (1200) 54" clod (1350) 60"clod (1500) 18.701 22,047 24.803 27.953 32.000 - 38.300 44.500 50.800 57.560 61.610 21-3/4" 25-1/2" _ 28-3/4" 32-1/2' 37-1/4' 43-1/4" 53" 60" 67" 72' F-679 PIPE DIMENSIONS, 7-3/4" 0,671 0.584 8-1/2" 0391 0.689 8 1/2" 0.869 0.775 11-1/8" 1.002 0.874 13-5/8"_ 1 1.148 _ . .000 13-7/8" 1.373 1,197 16-3/4" 1 596 1.391 16-7/8" 1.822 1.588 17" 2.064 1399 18-112" 2.210 1.926 0.499 0.588 0.661 0.745 0.853 1.021 1.187 ` 1.355 1.535 1.643 LOADING ASTM D3034 R F679 LOADING CHART 100j 4.215 69 23,184 24,288 6-(150) 6,27524/32 10,080 11,264 S" 200 1 ) 8.400 - 18/24 _ 5544/6048 5806/6336 10"(250) 10,500 12/15_. 3402 3564 12" (300) 12.500 16 2658 ' 2516 15" (375) 15.300 6 _ 1512 1584 18" (450) 15.701 2/3/4/6 1050 _ 1100 21" (525) 22.047 4 ' _ .. . 672 704 24" (600) 24A03 4 50A/672 704 27" (675) 27353 3 _ _ 37830-(750) 32,000 a 378/252 - 36" (900) 38.300 2 168 . 42" (1050) 44,500 _ _. 168 48' {1200) 50.800 84 .... 1 42 60" (1500) 61.610 _ 1 . 42 Prf<em are wbjcU to a firm policy of 'Price in effete at time of shipment on regular purchases" -- "Possession of this page does not constitute an offer of sale" 'Tolerance of +/- 114" allowed SIZE GROSSEUR H1 xH2xH3 ASSEMBLY CODE I I MIN in. J MIN in. L MIN in. P MIN in. 4x4x4 100x100x100 063304 1.000 5.125 5.255 6x6x4 150x150x100 063307 0.125 6.366 6.863 6x6x4 150x150x100 063038 0.125 6.366 6.863 6x6x6 150x150x150 063306 1.468 7.562 7.847 6x6x6 150x150x150 063039 1.468 7. 662 7.847 8x8x4 8x8x6 200x200x100 200x200x150 063294 063296 0.287 7.350 8.633 8.440 , 9.631 0.890 8x8x8 200x200x200 063298 1 2.000 10.000 10.375 110x10x4 10x10x6 10x10x8 I 25Qx250x100 250x250x150 250x25Ox200 Q43311 043312 043313 2.372 9.687 9.687 12.648 10.437 10.937 11.597 0.375 0.375 10x10x10 250x250x250 043308 2.372 12.648 13.117 12x12x4 12x12x6 12x12x8 300x300x100 300x300xl5O 300x300x200 043319 043276 043314 2.825 10.625 10.625 15.054 12.500 12.437 13.003 1.250 1.312 12x12x1Q 300x300x250 043315 2.825 15.054 14.054 12x12x12 300x300x300 043309 2.825 15.054 15.616 15x15x4 15x15x6 15x15x8 375x375x100 375x375x150 375x375x200 043320 043153 043316 1.099 1.Q99 1.099 13.855 13.855 13.855 12.868 13.899 15.661 Page: PVC SDR35 GASKET - 2.US 'r PAGE G18 At MULTI FITTINGS GASKET OR SOLVENT WELD SEWER HUB M LAYING LENGTH ISSUE DATE: OCT 30/17 SUPERCEDES: MAR 11/05 CLEANOUT ADAPTER (SXCAP) wal i Ni INJECTION MOLDED BODY (M) -437 O' RING SIZE PART NUMBER N REF SL REF OD 6 063750 1,750 _ 3.000 6.275 PAGE G32 INJECTION MOLDED CAP F SIZE GROSSEUR ASSEMBLY CODE F MIN in. mm R MIN in. mm 4 100 063959 0.195 4.95 0.000 0.000 6 150 043988 0.500 12.70 12.336 313.33 8 200 063961 1.250 31.75 8.500 215.90 10 250 063886 1.000 25.40 17.000 431.80 12 300 043987 1.000 1 25.40 33.386 848.00 Pin Page: PVC SDR35 GASKET — 15 Got p Fa MCWANE I IRON STRONG DUCTILE PER OUTSIDE ASSEMBLY INSTRUCTIONS STEP 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot or beveled plain end and remove any sharp edges with a standard file. STEP 2. After making sure that the correct gasket is being used, insert it into the recess in the bell with the small end of the gasket facing the bell face. STEP 3. Apply lubricant to the inside surface of the gasket, making sure that the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. STEP 4. Guide the plain end into the bell, and while maintaining straight alignment, push the plain end into the bell socket. Once the joint is assembled, necessary deflection can be accomplished. PUSH -ON JOINT PIPE MAXIMUM ALLOWABLE JOINT DEFLECTION PIPE SIZE IN, Y-MAXIMUM JOINT DEFLECTION IN DEGREES " X DEFLECTION IN INCHES 18 FT. LENGTH APPRUX1Mll'11'��' FT. OF CURVE PRODUCED BY SUCCESSION JOINTS 18 FT. LENGTH li I -�; OF Note: If using Sure Stop 350® locking gaskets, please refer to the deflection limits for that product. DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH -ON DUCTILE IRON PIPE P:PE SZE 3 NOMINAL THICKNE THICKNESS OD- 1 52 0.28 3.96 WT. OF BARREL PER FT. t 9.9 TVTON' WT. OF 7 JOINT AVG. WT. WT. PER PER FT.t 185 10.3 3 54rO, 0.34 3.96 11.8 7 220 12.2 3 5640 3.96 13.7 7 255 14.1 4 51 0.26 4.80 11.3 9 210 11.8 4 520.29 4.80 12.6 9 23S 13.1 4 530.32 4.80 13.8 9 255 14.3 4 540.35 4.60 15 9 280 15.5 4 550.38 4.80 16.1 9 300 16.7 4 56 1 0.41 4.80 1 17.3 9 320 17.8 6 50 1 0.25 6.90 1 16 11 300 16.6 6 51 1 0.28 6.90 17.8 11 330 18.4 6 52 0.31 6.90 19.6 11 365 20.2 6 53 0.34 6.90 21.4 11 395 22.0 6 54 0.37 6.90 23.2 11 430 23.8 6 55 0.40 6.90 25 11 460 2S.6 6 56 0.43 6.90 26.7 11 490 27.3 8 50 0.27 9.05 22.8 17 425 23.7 8 51 0.30 9.05 25.2 17 470 26.1 8 52 0.33 9.05 1 27.7 17 515 28.6 8 53 0.36 9.05 1 30.1 17 560 31.0 8 54 0.39 9.05 32.5 17 600 33.4 8 55 0.42 9.05 34.8 17 645 35.7 8 56 0.45 9.05 37.2 17 685 38.1 10 50 0.29 11.10 30.1 24 565 31.4 10 51 0.32 11.10 33.2 24 1 620 34.5 10 52 0.35 11.10 36.2 24 675 37.5 10 53 0.38 11.10 39.2 24 730 40.5 10 1 54 1 0.41 11.10 1 42.1 24 780 43.4 10 55 0.44 11.10 45.1 24 835 46.4 10 56 0.47 11.10 48 24 890 49.3 12 50 0.31 13,20 38.4 29 720 40.0 12 51 0.34 13.20 42 29 785 43.6 12 52 0.37 13.20 45.6 29 850 47.2 12 53 0.40 13.20 49.2 29 915 50.8 12 54 0.43 13.20 52.8 29 1 980 54A 12 55 0.46 13.20 56.3 29 1 1040 57.9 12 56 0.49 113.201 59.9 1 29 1 1105 61.5 STANDARD DIMENSIONS AND WEIGHTS OF 3" THROUGH 12" PUSH -ON JOINT DUCTILE IRON PIPE PIPE 512E IN. PRESSURE CLASS PSI NOMINAL THICKNESS IN. OD' IN. WT. OF BARREL PER FT. ' I.S. TYTON' WT. OF BELL LB. JOINT WT, PER LGTH.* LB. AVG. WT. PER FT3 LB. * Including bell; calculated weight of pipe rounded off to the nearest 5 lb. t Including bell; average weight per foot, based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3 -12 in. = +0.06 in. & -0.06 in. `* Fastite'e Joint STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS THICKNESS DESIGN OF DUCTILE IRON PIPE ANSI/AWWA C150/A21.50 DUCTILE IRON PIPE FOR WATER AND OTHER LIQUIDS AN51/AWWA C151/A21.51, FEDERAL WWP421D, GRADE C DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE AN51/ASTM A746 DUCTILE IRON FITTINGS FORWATERAND OTHER LIQUIDS. (3 in. through 36 in.) :ANSI/AWWA C110/A21.10 DUCTILE IRON COMPACT FITTINGS (3 in. through 24 in.) ANSI/AWWA C153/A21.53 FLANGED FITTINGS ANSI/AWWA ClIO/A21.10, ANSI B16.1 DUCTILE IRON PIPE WITH THREADED FLANGES ANSI/AWWA C115/21.15 COATINGS AND LININGS Asphaltic ANSI/AWWA C151/A21.51, ANSI/AWWA C710/A21.10, ANSI/AWWA C153/A21.53 Cement Lining ANSI/AWWA C104/A21.4 Various Epoxy Linings and Coatings MANUFACTURER'S STANDARD Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 JOINTS - PIPE AND FITTINGS Push -On and Mechanical Rubber -Gasket Joints ANSI/AWWA C111/A21.11, FEDERAL WWP421D Flanged ANSI/AWWA C115/A21.15, ANSI 616.1 _Grooved and Shouldered ANSI/AWWA C606 PIPE TMREAD5 ANSI B2.1 INSTALLATION ANSI/AWWA C600 TytonO and Tyton Joint® are registered trademarks of US Pipe and Foundry. isPOCKET ENGINEER Available for iOS + Android ® ® a or online at pe.mmanexom CONNECT WITH US ON 91 NEW JERSEY OHIO UTAH CANADA 185 Sitgreaves St. 2266 S. 6th St. 1401 E. 2000 South Suite 1, 55.Frid Street, MCWANE DUCTILE Phillipsburg, NJ 08865 908-454-1161 Coshocton, OH 43812 740-622-6651 Provo, UT 84606 801-373-6910 CANADA PIPE Hamilton, Ontario, Canada L8P4M3 mcwaneductile.com canadapipe.com L SL SIZE L SL GROSSEUR CODE MIN MIN Sp -- in. mm in. mm 4 100 063734 0.125 --3. 1 —8 2.875 73.03 6 150 043736 0.250 ---6.-3-5" 3.500 88.90 8 200 1 043738 0.000 ----6-000 - 5.000 —127.0 t CODE T MIN In. mm OD In. mm 063734 0.1251 3.18 4.215 107.05 043736 0. 1 8oF4.57 6.275 159.37 043738 0.200 5.08 8,400 213.35 Page: PVC SDR35 GASKET — 16 SIZE GROSSEUR H1xH2xH3 ASSEMBLY CODE D MIN. in. mm H MIN. in. mm 4x4x4 100x100x100 063104 2.156 54.76 2.156 54.76 6x6x4 150x150x100 063105 3.187 80.95 3.250 82.55 6x6x4 150x150x100 063049 3. 887 80.95 3.250 82.55 6x6x6 150x150x150 063106 3.187 80.95 3.1$7 80.95 6x6x6 150x150x150 063050 3.187 80.95 3. 887 80.95 8xgx4 200x200x100 063094 2.437 61.90 4.250 107.95 8x8x6 200x200x150 063096 3.437 1 87.30 4.187 106.35 8x8x8 200x2OOx200 063098 4.281 108.74 4.81 108.74 10x1Qx4 250x250x100 063102 3.375 85.73 5.225 132.72 1Qx10x6 250x250x150 063099 3.375 85.73 5.450 138.43 ' 1Ox1Ox8 250x25Ox2OO 043108 5.470 138.94 5.493 139.52 lox! 25Ox25Ox250 043089 5.470 138.94 6.512 141.17 12x12x4 300x300x100 063091 3.313 84.15 6.250 158.75 12x12x6 3OOx3OOx15O 063103 3.312 84.12 6.437 163.40 2x12x8 300x3OOx2OO 043100 6.512 165.40 6.487 164.77 2x12x10 pl2xl-2x12 300x3OOx250 543078 6.512 165.40 6.552 166.42 30Qx300x300 043101 6.512 165.40 6.512 165.40 5x15x4 375x375x100 443092 4.618 117.30 7.748 196.80 15x15x5 375x375x125 043246 4.618 117.30 7.796 198.27 15x15x6 375x375x150 043110 4.618 117.30 7.8 66 198.27 15x 15x8 375x375x2O0 043111 4.618 117.30 7.872 199.95 �//7 r1 � Page: PVC SDR35 GASKET - 1 `... J ucrWAICA" a " Tube ® Fittings • Valves COPPER TUBE DATA Streamline® Copper Tube sets the standard for quality, consistency and service in the plumbing industries. With a full line of copper tube products to support most all plumbing supply and DWV applications, Streamline® Copper Tube is available in all common types including Type K, Type L, Type M and DWV, Each piece of tube is incised marked and color coded for easy, long lasting identity. Manufactured in accordance with applicable standards, our ongoing commitment to quality continues to make Streamiinee Copper Tube the preferred and specified brand of industry professionals. TYPE K RATED WORKING PRESSURE fPSIGI _NOM 61A VM7/Ei FUSHOL I/4 0145 SOQ 150°F 913 200°F 860 3Q0°F i 4Q4°F t-- 842 537 3/8 I /2 _ �_- _ 0.269 Soo - ' 0.344 ? 500 960 ^ 758 � ! 904 713 _ 885 698_ _.I 565 446 5/8 4418 I 200 i b2^ b� 584 �577 368 3/4 0.641 200 0.839 - 100� 724 557 i I 682 524 668 513 426 t 1(4 1.04 100 ^_ 452 425 1 416 266 1 1/2 _2 1.36 100 2.06 - .___._..........--__...__-_.._. ' 420 370 396 348- 387 341 _ { 247 217 2 1/2 3 f_ 2.93 E -- _ I 4.20 - 338 328 ._._._..._...__..-.-- 319 308 -.--.._..__ 312 3Q2 199 193 3 i (2y5 12 - 311 293 286 i 183 ....... 1--. 651 - 306 _ 288T 282 ( 184 5 9.67 f - _i...._._ 293 _ 276 _l.� 274 _._ 172 _ 1 8 1390� 1 - �.. 25:90 ; - 295_ 314 1 277 _295 — 27I 289 i73� _ 184 T.Y.P..E.-L 1/4_ 0126 3/8 0.198 _.__. _._....__..__ 1 500 500 _____-. 775 662 _..._--. -------- ( 729 _ 623 714 _ 610 _.._...._....._....._ 456 389 1/2 0285 500 _ 613 .__._ 51i �_ Sb5. 361 _ __. 5/8 036z20(i_..._w4 200-4 _ _ _ 537 _ _. _ i 505 ___. ___. _ _._ ! -495 3I b - 31 3/4 0,455 0.655 - 1 1 /4_ 200 1 100 — 495 420 373 466 �-- I 395 4_56 387 _ __._.� �i i 247 _-- . 0.884 rr -- 1 I12 _ 1.14 100 -` 100 - ^347 -�. .. w35._!: _ _: 327... 344 219 _. M 2 175 mm 21/2 { 2.48 i _ -1 - 309 _ 291 269 284... w V 18 168_ 3 T 3.33 - - _285 _ 270 254 _263 -_ _ 248 159 _._. 3 112 429 V 9 1- _ S 38 - 1 258 i { 249 u _-� 243 _ u 235 _ 1 — - 8 _ t 238 _ 1 152 147 5 7 61 Ii 229 ! 215 211 _ _ 135 1 _ 6_ 10.2 8-- 193 213 230 2Q 1 1 2d6 j_ 196 _ 212 L 125 i 135 Tables give computed allowable stress for annealed copper tube at indicated temperature to provide worst case scenario. System designer should account for fitting and joining methodology to determine actual system ratings. A BRAND OF MUELLER INDUSTRIES W SUBMITTAL DATA SHEET NL Ball Style Corporation Stop - 74701BQ AWWA/CC x Q CTS Compression I C - BALL MW— LLIA. I Tlf , & - 9 CIS CLH'KSSUN �17;-i fh0LEE04IhSERIS KPOEL 1,0. 1 SI F G 1 H 147,9180 3/4 4.22 1.95 .75 i .39 I 3/4' 3 a" AkitA FLAW j -V4- ?$ 7470 i 80 3/4 X 1 4,44 1 AR n i 3/4' 1- AWkA FLA1r, 7A70180 a.37 ?.11 I- Of, f i.50 i 1 #` AWVA R-APE t {: 1 14 iilstfd f; X t 1�41 eE . 51 i }.4i4.. 1-�J f t• , 19tAA rLfl'.E � I 'if&' �V.42 i� 74701 ED I 1 /4 1 55.97 s 02 i 25 I , r�1 !1 t d" i 1 4' A70WA FLaPF # . ,, 747FOED 1 1/2 6.42 1 2,05 1,50 2.15 1 L,2- 2 1/8-16 &'ECIAL { 1 1r2' .42 7470180 1 112 . 2 6,96 3,21 2.00 1 2 46 2' 2 5/8-15 SPECIAL 2` .42 747018g 2 6.i36 '.'l 2"30 1 2,46 ( 2- 2 516-16 SPECIAL S 2' .42 SUBMITTAL INFORMATION Manufactured in compliance with ANSI/AWWA C800 (latest revision) • Brass components in contact with potable water conform to ASTM B584, UNS C89833 (latest revision) and identified with "NL" + Certified to NSF/ANSI 61 and NSF/ANSI 372 • Brass components not in contact with potable water conform to ASTM B62 and ASTM B584, UNS C83600-85-5-5-5 (latest revision) • PTFE coated brass ball rotates 360' d Valve rated for 300 PSIG water pressure, end connections not to exceed rated pipe pressures. • Blow out proof EPDM port seals • End piece joint sealed with an EPDM o-ring and thread locker • Insert stiffeners required on all flexible plastic connections EST ,ass A.Y. McDonald Mfg. Co. Toll Free: 1-800-292-2737 ®d P.O. Box 508 Fax:1-800-832-9296 sales@aymcdonald.com Dubuque, IA 52004-508 Hours: 7:00 a.m. - 5:00 p.m., CST www.aymcdonald.com A.Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, including specifications, are subject to change without notice. Submitted by: 04-20 SUBMITTAL DATA SHEET Curb Boxes - 5601A Arch Pattern - Erie Pattern R964.13 REF b MODEL I ` ".4" RANGE °8„ 5650 --'I R00 LENGTH j 5501A 2 1/2 I 1/2' TO 2 112' 12" 5601A 3 2' TO 3' 18" 5601A 3 1/2 2 112' TO 3 1/2' 24" 5501A 4 3' TO 4' 30" i 5001A 4 t/2 { 3 1/2' TO 4 1/2' 35" 5501A 5 4' TO 5' 42" 5501A 5 1/2 4 112' TO 5 1/2' 48" 5601A 6 5601A 6 1/2 l 5501 A 7 5' TO 6' 5 1/2' TO 6 1/2' I 5' TO 7' 54" 1 60" 65" 550 l A 7 112 6 12' TO 7 12 72" 5501A 8 7' TO 8' 78" 5601A 8 1/2 7 112' TO 8 1/2' 78" SUBMITTAL INFORMATION I' SIEK PIPE 50 R00 • Brass components conform to ASTM B62 and ASTM B584, UNS C83600-85-5-5-5 (latest revision) • Lid and Base made of Cast Iron per ASTM A48, Class 25 • Upper Section made of steel pipe • Coated with black dip • Made in USA ESL '." A.Y. McDonald Mfg. Co. Toll Free: 1-800-292-2737 W®�ld 4800 Chavenelle Rd sales@aymcdonald.com Dubuque, IA 52002 aymcdonald.com A-Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, including specificacons, are subject to change without notice. Submitted by: 07-16 SUBMITTAL DATA SHEET NL Service Fitting - 74758Q Q CTS Compression x Q CTS Compression yy r IF _ P3 �- i _. ..._..,, SUBMITTAL INFORMATION • Manufactured in compliance with ANSI/AWWA C800 (latest revision) • Brass components in contact with potable water conform to ASTM B584, UNS C89833 (latest revision) and identified with "NL" • Certified to NSF/ANSI 61 and NSF/ANSI 372 • Brass components not in contact with potable water conform to ASTM B62 and ASTM B584, UNS C83600-85-5-5-5 (latest revision) • Large wrench flats provided for proper installation • Insert stiffeners required on all flexible plastic connections EST. 1856 A.Y. McDonald Mfg. Co. Toll Free:1-800-292-2737 Mld P.O. Box 508 Fax: 1-800-832-9296 sales@aymcdonald.com Dubuque, IA 52004-508 Hours: 7:00 a.m. - 5:00 p.m., CST hmM aymcdonald com t� A.Y. McDonald considers the information on this assembly drawing correct when published. Item and option availability, including specifications, are subject to Submitted by: 01-21 Structure: STR -1 Station: �OldcastleInfrastructure" Sales Order: 25.1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk 7800 Adobe Road Delivery Address: TBD Kalamazoo, MI 49009 South Bend, IN Specifications / Notes Take Off By: Alex Amrine Revision: N/A Type: Storm Build Height Stack Height Top of Casting + 701.70' Code: 30INLET Outlet Invert 698.00' Casting & Adj. + Top Height(s) + 1.03' N/A Description: 30" Dia. Inlet N/A Add Ons: Rim to Outlet = 3.70' Sump Height + 0.33' Riser Height(s) + N/A Rim/Adjustment - 1.03' Base Height + 3.00' Floor Height + 0.33' Precast Height = 3.00' Total Stack Height = 4.37' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings PipeNum Elevation Angle Pipe Hole Channel I Channelsize 1 698 0 1 0 12 RCP B Wall PSX20A I 0 I 0 Elevation Plan View -------------------- 270° B i i 12Yz" O 180° 90° 62rz BOM of Structure 36" A Ref Description Quantity Weight PSX 20A Boot Connection 1 0 B Casting and Adjustment 1 N/A A 30" Dia. Variable Height Base 36" 1 1800 tructur 1800 L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f _ _ 4" ice' 00" �I19"rl 0 Oldeastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: STIR-4 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Storm Build Height Stack Height Top of Casting + 698.30' Code: 48STORMMH Outlet Invert 694.80' Casting & Adj. + Top Height(s) + 1.00, 1.00' Description: 48" Dia. Storm Inlet N/A Add Ons: Rim to Outlet = 3.50' Sump Height + 0.33' Riser Height(s) + N/A Rim/Adjustment - 1.00, Base Height + Floor Height + 1.83' 0.50' Precast Height = 2.83' Total Stack Height = 4.33' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % Angle Pie Hole Channel ChannelSize 1 694.8 0 0 12 RCP B Wall PSX20A 0 0 2 694.8 0 96 12 RCP B Wall PSX20A 0 0 3 695 0 182 8 HDPE I PSX1211 1 0 0 Elevation Plan View 270° O C B 12" -4 52 BOM of Structure 2 0---- 2A Ref Descri tion Quanti Wei ht PSX 12-11 Boot Connection 1 0 PSX 20A Boot Connection 2 0 -_-____________; Butyl Mastic 3/4"x14.5'-ConsealCS-1 1 0 Manhole Joint Wrap - 12 x 50-0 - Cons 0.33 0 6" C Casting and Adjustment 1 N/A B 48" Dia. Flat To - Offset 24" Hole 1 1628 48" 'I A 48" Dia. Variable Height Base - Integral 1 3370 tructur 4998 Oldcastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: STIR - 3 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Revision: N/A Specifications / Notes Type: Storm Code: 48STORMMH Description: 48" Dia. Storm Manhole N/A Add Ons: Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Build Height Top of Casting + 702.40' Outlet Invert - 697.46' Stack Height Casting & Adj. + 1.11, Top Height(s) + 1.00' Riser Height(s) + N/A Base Height + 3.17' Floor Height + 0.50' Rim to Outlet = 4.94' Sump Height + 0.33' Rim/Adjustment - 1.11, Precast Height = 4.17' Total Stack Height = 5.77' Openings Pi eNum Elevation % An le Pie Hole Channel ChannelSize 1 697.46 1 0 1 12 RCP B Wall PSX20A 0 0 2 697.46 0 240 12 RCP B Wall PSX20A 0 0 Elevation -------------- ' ' -IF Plan View 70° -- 180° 90, B i i z" LI A ; T '- - - - - -\ - --- ' -- - - - - - - - - - 38" 6" 69Y< BOM of Structure Ref Description Quantity Weight Butyl Mastic 3/4"xl4.5' - Conseal CS-1 1 0 Manhole Joint Wrap - 12 x 50-0 - Cons 0.33 0 PSX 20A Boot Connection 2 0 C Castingand Adjustment 1 N/A B 48" Dia. Flat To - Offset 24" Hole 1 1628 A 48" Dia. Variable Height Base - Integral 1 4574 5tructur 6202 Oldcastle Infrastructure 7800 Adobe Road Kalamazoo, MI 49009 Structure: STIR - 2 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Specifications / Notes Take Off By: Alex Amrine Revision: N/A Type: Storm Build Height Stack Height Top of Casting + 701.20' Code: 48STORMMH Outlet Invert 697.74' Casting & Adj. + Top Height(s) + 1.04' 1.00' Description: 48" Dia. Storm Inlet N/A Add Ons: Rim to Outlet = 3.46' Sump Height + 0.33' Riser Height(s) + N/A Rim/Adjustment - 1.04' Base Height + Floor Height + 1.75' 0.50, Precast Height = 2.75' Total Stack Height = 4.29' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % An le Pie Hole Channel ChannelSize 1 697.74 0 1 12 RCP B Wall. PSX20A 0 0 2 697.74 0 1 110 12 RCP B Wall PSX20A 0 0 Elevation Plan View 270° --------------i 180° C 12'/z' - - ' B 12" 511r BOM of Structure � r � I 2 i i 1 21.. Ref Description Quantity Weight A Butyl Mastic 3/4"xl4.5' - Conseal CS-1 1 0 1' � Manhole Joint Wrap - 12 x 50-0 -Cons 0.33 0 PSX 20A Boot Connection 2 0 �- �----------- ------------! C Casting and Adjustment 1 N/A 6" B 48" Dia. Flat To - Offset 24" Hole 1 1628 A 48" Dia. Variable Height Base - Integral 1 3347 8" tructur 4975 Oldcastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: STIR -11 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Storm Build Height Stack Height Top of Casting + 698.50' Code: 48STORMMH Outlet Invert - 688.15' Casting & Adj. + Top Height(s) + 1.02' 3.00' Description: 48" Dia. Storm Manhole N/A Add Ons: Rim to Outlet = 10.35' Sump Height + 0.17' Riser Height(s) + 4.00' Rim/Adjustment - 1.02' Base Height + Floor Height + 2.50' 0.50' Precast Height = 9.50' Total Stack Height = 11.02' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % Angle Pie Hole Channel ChannelSize 1 688.15 0 1 0 8 HDPE PSX1211 0 0 2 688.5 0 91 8 HDPE PSX1211 0 0 3 688.5 0 270 8 HDPE PSX1211 0 0 Elevation Plan View 3Q D 12'4" i 18 C ,' 36" i f i ' 1324 BOM of Structure B i i 48" Ref Description Quantity Weight Manhole Joint Wrap - 12 x 50-0 - Cons 0.68 0 PSX 12-11 Boot Connection 3 0 Butyl Mastic 3/4"x14.5' - Conseal CS-1 2 0 D Castingand Adjustment 1 N/A ' �—^� ' 30" C 48" x 36" Eccentrical Cone 1 2808 - A r 3 I.3' 1 B 48" x 48" Riser 1 3301 A 48" Dia. Variable Height Base - Integral 1 4126 — - - - - - - - - - - - - 6 tructur 10235 `� OWcasUe Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: STIR - 6 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Storm Build Height Stack Height Top of Casting + 698.20' Code: 48STORMMH Outlet Invert 694.35' Casting & Adj. + Top Height(s) + 1.02' 1.00' Description: 48" Dia. Storm Manhole N/A Add Ons: Rim to Outlet = 3.85' Sump Height + 0.33' Riser Height(s) + N/A Rim/Adjustment - 1.02' Base Height + Floor Height + 2.17' 0.50' Precast Height = 3.17' Total Stack Height = 4.68' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % An le Pie Hole Channel Channelsize 1 694.35 0 0 12 RCP B Wall PSX20A 0 0 2 694.37 0 130 12 RCP B Wall PSX20A 0 0 Elevation Plan View 270' C i 12'/<<" 180' 90° g 12" - v- Ssr< BOM of Structure A ; ;;2 1 ; 26" Ref Description Quantity Weight Butyl Mastic 3/4"x14.5' - Conseal CS-1 1 0 " Manhole Joint Wrap - 12 x 50-0 - Cons 0.33 0 PSX 20A Boot Connection 2 0 t=?Y=--------- ____-_______� C Casting and Adjustment 1 N/A B 48" Dia. Flat To - Offset 24" Hole 1 1628 6" A 48" Dia. Variable Height Base - lnte ral 1 3708 �5" 48" 3tructur 5336 101dcastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Take Off By: Alex Amrine Revision: N/A Build Height Stack Height Top of Casting + 698.40' Outlet Invert - 694.60' Casting & Adj. + Rim to Outlet = Sump Height + Rim/Adjustment - Precast Height = Structure: STIR - 5 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN 3.80' Top Height(s) + 0.33' Riser Height(s) + 1.05' Base Height + Floor Height + 3.08' Total Stack Height = Specifications / Notes Type: Storm Code: 48STORMMH 1.05, Description: 48" Dia. Storm Inlet 1.00, N/A N/A Add Ons: 2.08' 0.50, 4.63' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % Angle Pie Hole Channel Channelsize 1 694.6 1 0 0 1 12 RCP B Wall PSX20A 0 0 2 694.6 1 0 225 1 12 RCP B Wall PSX20A 0 0 Elevation B W - I I C i 12'/" I 1 I 1 I I I 12" I I I I 55'/2' I I 25" 2 ' I 1 6" 48" _I45"► Plan View O of Structure Butyl Mastic 3/4"x14.5' - Conseal CS-1 1 0 Manhole Joint Wrap - 12 x 50-0 - Cons 0.33 0 PSX 20A Boot Connection 2 0 C Casting and Adjustment 1 NIA B 48" Dia. Flat To - Offset 24" Hole 1 1628 A 48" Dia. Variable Heioht Base - Intearal 1 3636 Oldcastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: SAN MH-8 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Sanitary Build Height Stack Height Top of Casting + 699.50' Code: 48SANMH Outlet Invert - 688.70' Casting & Adj. + Top Height(s) + Riser Height(s) + Base Height + Floor Height + 1.13' 2.00' 5.33' 2.50' 0.50' Description: 48" Dia. Sanitary Manhole N/A Add Ons: Rim to Outlet = 10.80' Sump Height + 0.17' Rim/Adjustment - 1.13' Precast Height = 9.83' Total Stack Height = 11.47' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % Angle Pie Hole Channel ChannelSize 1 688.7 0 1 0 8 PVC PSX1208:Ch,8 1 8 2 689.18 0 189 8 PVC PSX1208:Ch,8 1 8 Elevation Plan View ------ 270' D 131" i C i 24" 90, B s4'137i2 BOM of Structure Ref Description Quantity Weight Butyl Mastic 3/4"x14.5' - Conseal CS-1 2 0 48" Dia. Flow Channel Full Height 1 2100 Manhole Joint Wrap - 12 x 50-0 - Cons 0.7 0 PSX 12-08 N to Drive Boot Connection 2 0 A z ;, 30 D Casting and Adjustment 1 N/A C 48" x 24" Eccentrical Cone 1 1489 B 48" x 64- Riser 1 4397 6 -s�� as^ .Ii• t�. A 48" Dia. Variable Height Base - Extend 1 4498 tructur 10384 ,.� � .Le^ 5 � Oldcastle Infrastructure" 7800 Adobe Road Kalamazoo, MI 49009 Structure: SAN MH-9 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Sanitary Build Height Stack Height Top of Casting + 700.80' Code: 48SANMH Outlet Invert 691.00' Casting & Adj. Top Height(s) Riser Height(s) Base Height Floor Height + + + + + 1.05' 3.00' 4.00' 1.92' 0.50' Description: 48" Dia. Sanitary Manhole N/A Add Ons: Rim to Outlet = 9.80• Sump Height + 0.17' Rim/Adjustment - 1.05, Precast Height = 8.92' Total Stack Height = 10.47' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation % Angle Pie Hole Channel ChannelSize 1 691 1 0 0 8 PVC PSX1208:Ch,8 1 8 2 691.1 1 0 192 8 PVC PSX1208:Ch,8 1 8 Elevation Plan View ------- 270' D C i 36" 90° ' 125ri' BOM of Structure B i , 48" Ref Description Quantity Weight PSX 12-08 N to Drive Boot Connection 2 0 Butyl Mastic 3/4"x14.5' - Conseal CS-1 2 0 48" Dia. Flow Channel Full Height 1 2100 Manhole Joint Wrap - 12 x 50-0 - Cons 0.7 0 A ? 23" D Castingand Adjustment 1 N/A C 48" x 36" Eccentrical Cone 1 2808 B 1 48" x 48" Riser 1 3301 I.-r 6 A 48" Dia. Variable Height Base - Extend 1 3993 tructur 1 10102 Oldcastle Infrastructure' 7800 Adobe Road Kalamazoo, MI 49009 Structure: SAN MH-10 Station: Sales Order: 25-1806 Customer Name: BUC Construction Supply, Inc. Job Name: The Pointe at Riverwalk Delivery Address: TBD South Bend, IN Take Off By: Alex Amrine Specifications / Notes Revision: N/A Type: Sanitary Build Height Stack Height Top of Casting + 702.70' Code: 48SANMH Outlet Invert - 694.00' Casting & Adj. Top Height(s) Riser Height(s) Base Height Floor Height + + + + + 1.03' 2.00' 4.00' 1.83' 0.50, Description: 48" Dia. Sanitary Manhole N/A Add Ons: Rim to Outlet = 8 70� Sump Height + 0.17' Rim/Adjustment 1.03' Precast Height = 7.83' Total Stack Height = 9.37' Manufactured in NPCA Certified Plant Constructed in Accordance with ASTM C-478 Concrete: 4500 PSI @ 28 Days HS-20 Traffic Rated Openings Pi eNum Elevation X. Angle Pie Hole Channel ChannelSize 1 694 0 0 8 PVC PSX1208:Ch,8 1 8 2 694.16 0 122 6 PVC PSX1206:Ch,6 1 6 3 694.16 0 200 6 PVC PSX1206:Ch,6 1 6 Elevation Plan View D -------- �' 12'/," O 270' 3 i 180` 0 C 24" 90" � B , 112'iz' 48" BOM of Structure Ref Description Quantity Weight Butyl Mastic 3/4"xl4.5' - Conseal CS-1 2 0 48" Dia. Flow Channel Full Height 1 2100 Manhole Joint Wrap - 12 x 50-0 - Cons 0.7 0 q a t 3 22, PSX 12-08 N to Drive Boot Connection 1 0 PSX 12-06 N Io Drive Boot Connection 2 0 D Casting and Adjustment 1 N/A C 48— x 24" Eccentrical Cone 1 1489 6 „ 6" B 48" x 48" Riser 1 3301 A 48" Dia, Variable Height Base -Extend 1 62 5 s �. tructur 8662 PSX: DIRECT DRIVE SUBMITTAL SPECIFICATIONS Pipe -to -Manhole and Structure Connector Specification for Sanitary and Storm Sewer Applications: All pipe -to -manhole and structure connections shall meet and or exceed ASTM C 923, Standard Specification for Resilient Connectors Between Reinforced Concrete Manholes, Structures, Pipes and laterals. All mechanical devices, including castings, bolt assemblies, adjusters shall use non-magnetic 300 series stainless steel with no welds or rivets in its assemblies. Connector sizes less than 28" shall employ one adjuster, 28" - 34" two adjusters and 36" and larger three adjusters. If thermal plastic internal expansion rings are used, they must be heavy duty automotive grade material molded in one piece with an expansion installation mechanism made of a stainless steel threaded insert (not steel to plastic threads) and embedded as part of the expansion mechanism. Multiple plastic parts as part of the expansion mechanism are not allowed. The installation of the connector shall be accomplished at one time and shall require no additional adjustments or installation at a later time to insure a watertight seal. Take up clamps shall use non-magnetic 304 series stainless steel and be installed in the field using a T-Handle Torque wrench set to 60 inch -pounds and installation shall follow manufacturer's instructions. The connector shall be PSX: Direct Drive and PSX: Nylo Drive as manufactured by Press -Seal Corporation of Fort Wayne, IN or approved equal. Product Performance PSX: Direct Drive meets or exceeds all requirements of the following Specifications and/or Test Methods: • ASTM C 923 - Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals • ASTM C 1244 Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test • ASTM C 1478 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete ZPipes, and Laterals • ASTM F 2510 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated High Density Polyethylene Drainage Pipes Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022 10 Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www.press-seal.com ISO 9001: Registered . Version 02,09.22.8.50 p 0 PSX® DIRECT DRIVE CONNECTOR CROSS REFERENCE PIPE O.D. TAKE-UP NUMBER OF MINIMUM PSX: DD HOLE SIZE RANGE ACCOMMODATION GASKET I.D. CLAMP EXPANSION SIZE ROUND SIZE RANGE SLEEVE STRUCTURE DESCRIPTION INCH I mm INCHES (mm) INCH mm QTY PART # MECHANISMS (INCHES) REQUIRES BLACK SHORT 7/16 TORQUE WRENCH PRESET TO 12 FT/LBS PART # 850.605 8 QRS STEP "S" PSX: DD 1.70" TO 2.50" 43 - 64 mm 2.20 56 mm 1 600-088 8 QRS STEP "R" PSX: DD 2.75" TO 3.75" 70 - 95 mm 3.50 89 mm 1 600-088 8 QRS STEP "Q" PSX: DD 8.00 - 8.20 203 - 206 3.75 "TO 4.80" 95 - 122 mm 4.60 117 mm 1 600-088 1 24 8 QRS PSX: DD 1.90 "TO 4.80" 48 - 122 mm NIA NIA 1 600-088 8-11 PSX: DD 4.80" TO 5.65" 122 - 144 mm 5.64 143 mm 1 600-128 09-06 PSX: DD 9.00 - 9.20 229 - 234 6.00" TO 6.50" 152 -165 mm 6.45 164 mm 1 600-128 1 24 10-06 PSX: DD 5.50" TO 6.90" 140 -175 mm 6.50 165 mm 1 600-128 1 24 10-11 PSX: DD 10.00 - 10.20 254 - 259 6.60" TO 750" 168 - 191 mm 7.33 186 mm 1 600-152 10.5-06 PSX: DD 10.50 - 10.70 267 - 272 5.70" TO 6.90" 145 -175 mm 6.30 160 mm 1 600-128 1 24 11-06 PSX: DD 5.70" TO 6.90" 145 - 175 mm 6.30 160 mm 1 600-128 1 24 11-08 PBX: DD 11.00 - 11.20 279 - 284 g 00" TO 8.50" 203 - 220 mm 8.44 214 mm 1 600-152 12-06 PSX: DD 5.70" TO 6.90' 145 -175 mm 6.30 160 mm 1 600-128 12Y PSX: DD 5.70" TO 6.90" 145 -175 mm 6.50 165 mm 1 600-128 12-08 PSX: DD 12.00 - 12.20 305 - 310 8.00" TO 8.65" 203 - 220 mm 8.44 214 mm 1 600-152 1 24, 12-08.A PSX: DD 8.00" TO 9.10" 203 - 241 mm 8,63 219 mm 1 600-152 12M PSX: DD 8.00" TO 9.101, 218 - 241 mm 9.46 240 mm 1 600-188' 12-11 PSX: DD 8.60" TO 9.501, 13-10 PSX: DD 13.00 - 13.20 330 - 335 9,75" TO 10.50" 248 - 267 mm 10.65 271 mm 1 600-188 1 24 14M PSX: DID 9.75" TO 11.10" 248 - 282 mm 10.35 263 mm 1 600-188 14A PSX: DD 14.00 - 14.20 356- 361 10.75" TO 11,30" 273 - 287 mm 11,10 475 mm 1 600-232 REQUIRES BLUE 1/2 TORQUE WRENCH PRESET TO 20 `T/LBS PART# 850.610 16Y PSX: DD 10.00" TO 11.10" 254 - 282 mm 10.75 273 mm 1 600-188 16L PSX: DD 16.00 - 16.20 406 - 411 11.36" TO 12.50" 289 - 318 mm 12.10 307 mm 1 600-232 1 36 16M PSX: DD 12.05" TO 13.30" 306 - 338 mm 12.75 324 mm 1 600-232 18Y PSX-2: DD 13.20 TO 14.50 335 - 368 mm 14.10 356 mm 2 600-296 1 36 18M PSX-2: DD 1800 - 18 ..20 457 462 14.60" TO 15.50" 371 - 394 mm 15.35 390 mm 2 600-296 20Y PSX: DD 14.80" TO 16.00" 376 - 406 mm 15.60 394 mm 2 600-296 1 36 20A PSX: DD 20.00 - 20.20 508 - 513 16.00" TO 17.40" 1 406 - 442 mm 1 16.92 1 430 mm 1 2 1 600-296 • •-• •. � . 22L PSX-2: DD 17.00" TO 18.15" 432 - 461 mm 17.80 452 mm 2 60U-376 1 42 22M PSX-2: DD 2200 - 22 ..20 559 - 564 18.00" TO 19.20" 457 - 488 mm 18.70 475 mm 2 600-376 24L PSX-2: DD 19.00' TO 19.75" 483 - 502 mm 19.55 497 mm 2 600-376 24S1 PSX-2: DD 19.50 TO 20.25" 495 - 514 mm 19.85 504 mm 2 600-376 1 48 24S PSX-2: DD 24.00 - 24.20 610 - 615 20.50" TO 21.50' 521 - 546 mm 21.05 535 mm 2 600-376 24A PSX-2: DD 21.00" TO 21.50" 533 - 546 mm 21.93 557 mm 2 600-376 26L PSX-2: DD 21.30" TO 22.40" 541 - 569 mm 22.18 563 mm 2 600-376 1 48 26A PSX-2: DD 26.00 - 26.20 660 - 665 22.25" TO 23.25" 565 - 591 mm 23.12 587 mm 2 600-456 28L PSX-2: DD 23.40" TO 24 60" 594 - 625 mm 24.31 617 mm 2 600-456 2 28A PSX-2: DD 28.00 - 28.20 711 - 716 24.25" TO 24.80" 616 - 630 mm 24.80 630 mm 2 600-456 48 30L PSX-2: DD 25.40" TO 26.60 645 - 676 mm 26.32 669 mm 2 600-456 2 60 30A PSX-2: DD 30.00 - 30.20 762 -767 26.25" TO 27.40" 667 - 696 mm 27.12 689 mm 2 600-456 32L PSX-2: DD 27.40" TO 28.60" 696 - 726 mm 28.32 719 mm 4 600-296 2 60 32A PSX-2: DD 32.00 - 32.20 813 - 818 28.25" TO 29.40" 718 -747 mm 29.13 740 mm 4 600-296 34L PSX-2: DD 34.00 - 34.20 864 - 869 29.50" TO 30.50" 749 - 775 mm 30.33 770 mm 4 600-296 3 60 36L PSX-2: DD 31.00" TO 31.50" 787 - 800 mm 31.33 796 mm 4 600-296 3 72 36A PSX-2: DD - 36.20 914 - 919 31.50" 31.50" TO 32.15" 800 - 813 mm 32.08 815 mm 4 600-296 38A PSX-2: DD 3800 - 3820 965 - 970 32.70" TO 33.80" 831 - 859 mm 33.59 853 mm 4 600-296 3 72 38S PSX-2: DD .. 33.75" TO 34.50" 857 - 876 mm 34.10 866 mm 4 600-296 40L PSX-2: DD 34.25" TO 35.50" 870 - 902 mm 35.13 893 mm 4 600-376 3 72 40S PSX-2. DID40.00 - 40.20 1016 - 1021 35.50" TO 36.001, 902 - 914 mm 36.00 914 mm 4 600-376 42L PSX-2: DD 37.00" TO 38.00" 940 - 965 mm 37.60 955 mm 4 600-376 3 72 42A PSX-2: DD 42.00 - 42.20 1067 - 1072 38.00" TO 38.75" 965 - 984 mm 38.35 974 mm 4 600-376 46L PSX-2: DD 41.00" TO 41.75" 1041 - 1060 mm 41:36 1051 mm 4 600-376 3 84 46S PSX-2: DD 46.00 - 4620 1168 - 1173 41.50" TO 42:00" 1054 -1067 mm 42:00 1067 mm: 4 600-376. 48L PSX-2: DD 48.00 - 48.20 1219 - 1224 43.60" TO 44.50" 1107 - 1130 mm 44.35 1126 mm 4 600-376 1 3 84 0 Press -Seal believes all information is accurate as of its publication date. Information, specifications, and prices are all subject to change without notice. Press -Seal is not responsible for any inadvertent errors. Copyright 2022. Phone: 800-348-7325 PRESS -SEAL CORPORATION Email: sales @press-seal.com Fax: (260) 436-1908 Protecting Our Planet's Clean Water Supply Web: www,press-seal.com ISO 9001: Registered • Version 02.09.228.50 15 CONSEAL CONCRETE SEALANTSIr,Ic SEAL OF SECURITY. BOND OF TRUST. ConSeal" C5=102 Butyl Rubber Sealant for All Precast Concrete Structures - Meets ASTM C990 PRODUCT APPLICATIONS For concrete joints in: Manholes, Concrete Pipe, Vaults, Box Culverts, Septic Tanks, and Vertical Panel Structures. Not intended for use in expansion joints or joints that move. SEALING PROPERTIES • Provides permanently flexible watertight joints. • Low to high temperature workability: 30°F to 120'F (-1°C to +49'C) • Rugged service temperature: -30°F to +200°F (-34°C to +93°C) • Excellent chemical and mechanical adhesion to clean dry surfaces. • Greater cohesive and adhesive strengths. • Sealed joints will not shrink, harden or oxidize upon aging. • Controlled flow resistance for application ease. • ConSeal CS-102 meets the hydrostatic performance requirement as set forth in ASTM C990 section 10.1. (Performance requirement: 10psi for 10 minutes in straight alignment — in plant, quality control test for joint materials.) • ConSeal CS-102 meets or exceeds all of the requirements of Federal Specification SS-S-210 (210-A), and AASHTO M-198 Type B. • No priming normally necessary. When confronted with difficult installation conditions, such as wet concrete or temperatures below 40°F (4°C), priming the concrete will improve the bonding action. Consult Concrete Sealants for the proper primer to meet your application. BUTYL RUBBER SEALANT PHYSICAL PROPERTIES & CHEMICAL COMPOSITION Description Spec Required CS-102 Color Black Specific Gravity, 77°F ASTM D71 1.15-1.50 1.25 (25°C) Ductility, 77°F (25°C) ASTM D113 5.0 min. 6 Penetration, cone 77°F ASTM D217 55-100 dmm 55-60 dmm (250C), 150 gm, 5 sec. Flash Point, C.O.C., °F ASTM D92 350°F min. 375°F Fire Point, C.O.C., °F ASTM D92 375°F min. 475°F Hydrocarbon blend ASTM D297 50% min. 51% content, % by weight Inert material filler, % by AASHTO 30% min. 35% weight T111 Volatile Mater, % by weight ASTM D6 3% max. 1.2% IMMERSION TESTING 30-Day Immersion Testing: No visible deterioration when tested in 5% Caustic Potash, 5% Hydrochloric Acid, 5% Sulfuric Acid, and 5% saturated Hydrogen Sulfide. One Year Immersion Testing: No visible deterioration when tested in 5% Formaldehyde, 5% Formic Acid, 5% Sulfuric Acid, 5% Hydrochloric Acid, 5% Sodium Hydroxide, 5°% Hydrogen Sulfide, and 5% Potassium Hydroxide. INSTALLATION GUIDELINES The following procedures should be followed for optimum sealant performance. • Clean the upper and lower joint surface with a stiff bristle brush. • Remove any dirt, debris, flashing, or concrete high points, which could keep the joint from coming together. • ConSeal recommends the use of surface primers, as primers improve adhesion. When using a primer, allow the primer to dry before placing sealant. • ConSeal primers are specifically designed for use with ConSeal products. Contact ConSeal for the best primer for the projects specific application. • DO NOT PLACE ANY JOINTS WITHIN 12" OF A CORNER. • Join the sealant into one continuous strand by kneading the ends together where they meet- Do not stretch the sealant. • A minimum compression of 50% is required. Greater than 50% compression is optimal. It may take 15-20 minutes for the sealant to fully compress depending on the ambient temperature and the weight being applied. Reference Installation Instructions for "Butyl Sealing Tapes" for more detailed instructions. LIMITED WARRANTY This information is presented in good faith, but we cannot anticipate all conditions under which this information and our products, or the products of other manufactures in combination with our products, may be used. We accept no responsibility for results obtained by the application of this information or the safety and suitability of our products, either alone or in combination with other products. Users are advised to make their own tests to determine the safety and suitability of each ,,._.,_.e<_ o ,i -.. mbi p...,,e�--_o,e«,.e�s information for this own particular use. We sell this product without warranty, and buyers and users assume all responsibility and liability for loss or damage arising from the handling and use of this product, whether used alone or in combination with other products © 2022 CONCRETE SEALANTS, INC. i CONCRETE SEALANTS, INC. 19325 STATE ROUTE 201, TIPP CITY, OH 45371, USA I WWW.CONSEAL.COM +1.800.332.7325 +1.937.845.8776 VERSION: 7-APR-2022 CONCRETE SEALANTS, INC. ISO 9001:2015 REGISTERED CONSEAL CONCRETE SEALANTSINC. SEAL OF SECURITY. BOND OF TRUST. ConWrap" CS=212 POLYOLEFIN BACKED EXTERIOR JOINT WRAP Membrane Waterproofing and Exterior Joint Wrap for Precast Concrete Joints — Meets ASTM C877 APPLICATIONS For joints in: Box Culverts, Underground Concrete Vaults, Segmented Bridge Structures, Wastewater Structures and Arched Bridge Structures, Manholes. Not intended for use in expansion joints or joints that move. SEALING PROPERTIES • Excellent resistance to puncture, tear and abrasions. • Aggressively bonds to concrete and metal structures. • Provides a permanent flexible water and soil barrier. • Will not shrink, harden or oxidize upon aging. • Available in numerous standard sizes. • Standard thicknesses: 0.065" (1.65mm) and 0.100" (2.54mm) • Standard widths: 4", 6", 8", 9", 12", 24", 36" and 48" • Custom widths and lengths available upon request. • No priming normally necessary. When confronted with difficult installation conditions, such as wet concrete or temperatures below 40°F (4°C), priming the concrete will improve the bonding action. Consult Concrete Sealants for the proper primer to meet your application. • Meets ASTM C877 Type III, Type A Specification PHYSICAL PROPERTIES & CHEMICAL COMPOSITION Description Spec Required Color Backing Band: Thickness, in. 0.004 Tensile Strength, min, D882 4,000 psi, mach. direction Elongation at break, D882 100 min, %, mach. direction Tear resistance, min, D624 1500 psi,mach. Direction Water absorption, max,% D570 0.01 Butyl Rubber Adhesive: Thickness, in, min 0.030 Ash -inert Matter, % D1278 30-50 Volatiles, % C681 Specific Gravity D792 Adhesion, lb/in D903 Penetration at 77°F D217 Hydrocarbon blend D4 content, % by weight Ductility, @77°F, min. D113 Softening point, OF, min D36 0.1-2.0 1.15-1.50 CS-212 Black 0.004 4,158 107 1508 0.01 0.060 35-45 0.8-1.2 1.20-1.30 4.2 50-100 dmm 65-75 dmm 50-70 52 min 5.0 12 cm 320'F 335°F INSTALLATION GUIDELINES The following procedures should be followed for optimum sealant performance. • Clean the surface with a brush and remove any dirt, debris, flashing, or concrete high points, which could keep ConWrap CS-212 from adhering to the concrete. • ConSeal recommends the use of surface primers, as primers improve adhesion. When using a primer, allow the primer to dry before placing sealant. • ConSeal primers are specifically designed for use with ConSeal products. Contact ConSeal for the best primer for the projects specific application. • To apply ConWrap to a horizontal joint, begin by removing the release paper from the adhesive side and apply the ConWrap to the concrete. • Continue around the joint by removing the release paper as the roll of ConWrap is unrolled. Press the wrap firmly by hand against the entire surface as it is applied to assure full contact. • Where joining two sections, or where two ends meet together, provide an overlap of approximately 2" and firmly press the overlapping strip onto the end of the underlying strip to seal the joint. Reference Installation Instructions for "ConWrap (Exterior Joint Wrap)" for more detailed instructions. LIMITED WARRANTY This information is presented in good faith, but we cannot anticipate all conditions under which this information and our products, or the products of other manufactures in combination with our products, may be used. We accept no responsibility for results obtained by the application of this information or the safety and suitability of our products, either alone or in combination with other products. Users are advised to make their own tests to determine the safety and suitability of each so n pro pro �cr pp� c c ,ate r . a _' n,mo u — a - .•... ..... - infer me ioncr this own cn ,. u. for particular use wiut We sell this product without warranty, and buyers and users assume all responsibility and liability for loss or damage arising from the handling and use of this product, whether used alone or in combination with other products. © 2022 CONCRETE SEALANTS, INC. CONCRETE SEALANTS, INC. 19325 STATE ROUTE 201, TIPP CITY, OH 45371, USA I WWW.COMSEAL.COM +1.800.332.7325 +1.937.845.B776 VERSION: 7-APR.2022 CONCRETE SEALANTS, INC. ISO 9001:2015 REGISTERED PLAN VIEW scAtEP yr=ra I I VIEW A scueldQ=rr 186MM) I WiQVciN� I LGNCREfE1'19Glffha� WNCRETE(W.YCI IOITRALLETCR WNCIF 13 4' C T-)1H' T-l1H' 15a1T � 39)]6 I P[i9.P. 1ElE VARUITION6 O.OA 006 I 10 I �TCLFRANCE NBCdff PCSIflGN flEINFCRCENENi YBi.NAREpAMETER 4FAANCE TC4HNNCE TIXFAANCE ♦F +F +F r aze aar o.u• ate. oao' nlss- a a)s GENERAL DESIGN NOTES: +1 =a .w.PPdxP.naN.1 0.1P] WIPE CENIIXfD IN MNO y PENlORCNGTO BECEMIFAEOM�AOPISRIGPPIG REINFORCEMENT PLAN VIEW scAde 1 yr=ru REINFORCEMENT VIEW A scuE 1 yr=ra ntifo.xHP�c.or�moP�w PINGS 1" RP LET n A A /n" ADJ TO 1 NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NO PAINT WEIGHT: FRAME 265 LBS. PARTIAL FRAME 80 LBS. CURB 155 LBS. GRATE 225 LBS. 5� REVISED 9/14/00 KRH 1 ADDED FISH LOGO TO CURB TOP DETAIL °AX —17" —1" LETTERS RAISED 2 5/8" DUNp H( �W.%S'r DRAIINS TO RING ZRAISED 1 /8" 3/4" LETTERS RAISED INSERT AREA RECESSED 1/8- 9 W DWG. W. 2502A-05\LAYER: &L\SC LE:.09375 I UMDeeter Foundry, Inc. 5945 NORTH 70th STREET LINCOLN, NEBRASKA 68529 GRA # 2502A CUCURBL& PARTALMFRAMETE, Dote: 27 JAN 95 Drawn by. RON Scale. 3/32 DRAWING NO.2Gnr1A.0G Revised by: KRH 1": 06 AUG 01 BOLT CURB BOX TO FRAME STEEL HEX380LT,"FLAT% WASH R & STL. NUT (KIT NO. 95572) JE E E E EJ I 4 7/8" [124mm] -I [-- 16 1/8" [410mm] \E E � i�w � a J / 20 1/2" [521mm] 23 3/4" [603mm] 35 7/16" [900mm] DWG. REF: 3010 040-3 1 1/2" [38mm] RAD. E it E 16 1/16' [408mm] NOTE: ALL DIMENSIONS ARE SHOWN IN ENGLISH AND [METRIC]. COMPONENT NO'S: FRAME 3010-2100, GRATE 3010-0003. AND CURB BOX 3010-0005 MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NOT PAINTED WEIGHT: FRAME 187#, GRATE 112#, AND CURB BOX 82# I- L-.IILKIN(; NA15 L T- 1" 1 /2' 1 1 T- PICKHOLE DETAIL QUARTER SCALE DWG. REF: 1642T553.DWG- 0 'C" LID DESIGN ERMAGRIP TEXTURE N '2) CONCEALED PICKHOLES DER NF-22642 (SEE DETAIL) (�P STACKING LUGS 2 LONG X 1" WIDC NOTES: ALL DIMENSIONS SHOWN ARE IN ENGLISH. COMPONENT NO.: 1642-XXXX EQUIPMENT NO.'S: 099992144, K99992143 (1 NEW BMD INSERT REQ'D) MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 FINISH: NO PAINT WEIGHT: -128# DRAWING 3meo CONTROLLED DRAWINGS ON NFCO SERVER. ALL OTHER COPIES, ELECTRONIC OR PRINTED ARE FOR REFERENCE ONLY § � 9$ ) O/ , �) 7 ` / \ \\ CA.. g \\ ±> R ;\ > wa"�\\ �\ 0 > 2 wE -26 1 / \ 1 LM 5/8|!,. R � |� ƒ / | ® '/ ■ & ; 2 ,/2" | , 1/2 s 2E „ ( »»£2§4 | / )Rwc/r } M { --i M R ' § !§(\%2 \ 01>/ f%§ef/ / - £ - ; (1) 01 « \\ \ \ / ee 9 772 0 \/ /) G\ -`w § ` z / \ / { � k\ e ¥ � � 0 .S � (1) OPEN PICKHOLE 0 7 µ 11 5/8" 1 1 �11 1/4"� "C" SURFACE DESIGN �ERMAGRIP TEXTURE NOTE: COMPLIES WITH AASHTO M306 MEETS LOADING REQUIREMENTS OF HS-25. MADE IN THE USA. QUALIFIES FOR "LEED" CREDITS. COMPONENT NOS.: FRAME 1976-2301, LID 1976-0028 MATERIAL FRAME —CAST GRAY IRON ASTM A-48, CLASS 40A �—,J I LID—C T GRAY ]RON FINISH: FURNSS HEDUNPANTED ASASTANDARD• CLASS 35B 10" xAtE nttE: R-15 /4"=1" FRAME A 20" [f�l i �. T— CAD