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Opening of Quotes - The Pointe at Riverwalk Building Utility Materials Proj No 124-069M - Etna
yl OUTH BEND INDIANA ivl CITY OF S FO9_P_V_P4_1—CW P. ^-rn 01 4Z nt I CITE �M Project Name The Pointe at Riverwalk Ut'litv Materials Project No. 124-06 M Local Time For Bids Due September uth, 4V4 (Must be completed for all quotes. Please type or print) 1118115—— Firrn: -N A 5 uu Date: ,address: S - �,,T'7q)'ZT'7,St 6l3Z nl 4 ber: Telephone Number: citylstatelzip: 60��(A pkv 00yn Oslo C6J_ r Email Address: Agent of Bidder (if Applicable): d/or material necessar 0 complete the Pursuant to notices given, the undersigned offers to furnish labor an public works protect of: VIA, T ?0 1 n ke ifications prepared by: the City of South Bend, Indiana, in accordance with plans and spec South _qq Depart —'Vent Of and dated 'Sum of Total au'ote' plus for the sUrn 0 Z— f (enter the Tot.11 Quote as shown on 4 the proposal) 17 ��ho�wnon Proposal) quotes apply, the undersigned submits a proposal for each If alternative ;4;,gw referenced at the applicable page- _'��c`(Numevialj in accordance with, the notice- Any rn addendus attached will be spec) must be the same as that shown If additional units of material included, in the contract are needed, the cost of units MU warded on a unit basis, the in the original contract if accepted by the City of South Bend. It the quote is to be a itemization of the units shall be shown on a separate attachment. BY (,Signature} ning) ACCEPTANCE The above quote is accepted this day of SkIblecl to the following conditions: BOARD OF PUBLIC WORKS, President Members 20 — Public, W0Tk5 QU4t0 version 1,03f2025 Page, - 5 ITEM Nth 1 2 3 4 5 - -6 7 9 1Q 11 12 3 14 16 16 L7 18 QUOTE/ ROPC b,AL CITY OF SOUTH BEND Project Fame The Pointe at Riverwalk Utility (vlaterials -� Project No. 124-069M Fear Bids Due September 9th, 21325, 9:4Q �.m., Local Time STC 45I]i 12'" HDPt S" HDPE X 6 WYE HDPE 8 X 6 REDUCER HDPE 6" HUPE 45 HOPE 6" 9a HDPE -- - 6" CLEANOUT D©WNSPOUT CONNECTION 8" PVC SDR 35 $ X 6 WYE PVC Srit�V�; SOR 36 �a 21 22 27 28 29 30 31 32 �," '�'u'Y E PVC 5" 45 PVC i" CLEANOUT 6" CAP PVC S" DIP CL 50 $" 45 PAC_ "PLUG 8 X 6 TEE PVC = 1" K COPPER 1" CORP STOP AND BOX 1"FITTINGS �LE7 48'" , HOLES 48'" SANITARY' 4" ADJUSTING RINGS 6" ADJUSTING RINGS EJIb'4'' 1022 M1 C E,IIVV ASTING 1040A CASTING 167 IT EA LFT LFT EA EA LFT EA EA EA 0 1 13 13 13 234 I 1 1 566 13 20 i i3 , ilou 13, 1t00 G►. 05 o s7. vu 3 sy 5.2 c, 3 4 3 �CI�I�TtNUEI] INN NEXT P;�I�E 'S2= �1= lo . 00 ,s'o �swLl• oS Z z9 cl1 $oil10V (o7v,9N 29.$I �t.lo Co,I�i\.SS 3os.00 �SZ.20 Pvti�ic 't�'arks �tuate Version 1J3fi2Q25 Firm: Address: 25 3a" INLET 26 48"' INLET 27 48" STC}RM:::t'HkLES 28 48" SANITARY MANHOLES 29 4" ADJUST114G RINGS 30 6"' ADJUSTING RING'S 31 EJIW 1022 Ml CASTING 32 EJIW 7010 M I CASTI NG 33 EAW 1440A CASTING 34 EJIW 1578 CASTING Sv 1 A 1 (0 S CU , UC: (05 L, c 1U EA 3 EA 3 GCs . OU Ov _ OCU EA EA 10 $ $90 . o0 EA 10 13y l3No.00 EA 3 3 4 N I o 32 , too EA 4 57,0 . SO Z p$2 .00 EA 3 (D o S 18 2'-1 .00 1 A 15 187 z$OS .00 Total !Quote Prig: R Gib+,+�tatefZip: �ou�►�u1 IN yi�OlgTele�rhone Number. FaxPlumber:2$7 - b (Si�n�kuQe �o �arnan Printed Name of f OM011 V'ersiv� 1i:1��t725 5eurni nr �.o,,1r ryu,^sa, 40101 S;t1 ? -;5 +}2 I m;�;�3-9971 9 P c 5 i44_ T[7C� � � �� �f�� art., fi71.c���i� 1 N41r: U1t:LrLK4l jpBTtS BOARD OF PUBLIC + gate: To: Planh��lclrs From HcEfner C.1 erk,'BLiar d t�f Pul7lic Sul�1+ ct AddenkiLTI Nra�r,b r: 1 1}1t'ject Name,1'ltie Nuinte ak 11`ir er�vatk 1L3#ilit I°Yateril 1'r( jcet Not: 1?4-069M OF ADDENDUM ACI �p'��'LE�"'�E�''IEIT OF Date Rccclvcd: 1/ 5w 7, c being f� r Parded to YOU fj-ar the above referenced project. This addendn,11 t.. receipt of this Aden urn Please sib below T and acknowledge574 235-9171 to the Board of Pullc'Vorks ri hided withTowr h�T fain this sheet t. cop�T MUST also be i �0 ha. AN hours of �receap bge upon suh�,ittalo id. packa x4AV AFF AH�E�"i��1 I• 1 r,fttcs: ref added tc� the -Peci cat c�a is at d Contract The attacll,ed d0culllet"ts are a cif l�crcln,. Docunlcnts bcc amc � ' Authorized Slgslature: t]Ute: /$ Z� S� Gd j,IvIlE'rJ tine p ospt� etive Contractoris ,Ilrnable to cerlif 10 [1"Y q1 tfJC'stQLt?rJJ£'latS �1t?l�1}i', it shalltJl�l�rJc:lt Girt f'LfJl�rllirJtrnJt tt] tfrr".c �i ff icfc�rx�it. CONTRACTOR'S NONCOLLUSION AND NONDEBARMETN I AF"FIDt1V'IT, CERTIFICATION REGARDING INVESTMENT WITH IRAN, EMPLOYMENT ELIIGIBILITY VERIFICATION, NON_DISCRIMINATION COMMITMENT AND CERTIFICATION OF USE OF tINITED STATES STEEL PRODUCTS OR. FOUNDRY PRODUCTS (oust be completed for all gtaates and bids. Please t.y�pe or print STATE C?F T=. 1 l SS; ST osc COUN`ry I The undersigned Contractor, being duly sworn upon his�herhts oath, affirms under the penalties of 1wraury that. J . Cat�trscctor has. not, nor has any other member, representative, car agent of the firm, ship represented by Jilin, entered into ally ;y combination, collusio company, corporation or partner or agreement with ally 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 agreenlent. understanding or combination with ally c}tber person ill reference tc� such k�icidit�g, Cc}�Ztract�?r further ways that nc) peseta (7r persons, it s, or corporation has, have car will relceive directly or indirectly, any rebate, fee, gift, catntnission or thing of value on account of such sale; and 24 Contractor certifies by submission of this proposal that neither contractor nor any of its principals are presently debarred, suspended, proposed lr, arrnent� declared Feclera.l departtalent�oren+:;� a ligiblel or voluntarily excluded from participation in tilts. transac.ti ,r]�'y ally and. 3. Contractor has not, nor has any successor to, nor an affiliate of, Contractor, engaged in investment activities in Iran. a. For purpt�ses of this Certification. "Iran means the government of Iran and ,any agency or instrumentality at` Iran,ter as otl7errvise defiled at Lad. �C ode ��-2L-1 h-> as amendcd from time-to�tirne. b. As provided by Ind. Code � 5-21'2-1fi.='-8, as 11YYe11ded tr(}lll ki111e-to-time, tt Contractor is engaged in investment attivitic;s in Trata i.f eitl�cr; i, Contra€tar, its sucecs5or ar its rtlliliatG, provides goods Orservices aE twenty million dollars ('G,Z ,.f]tlt};vowj or mare in value in the energy sector of lion; or ii. r its affiliate, is a financial institution t17at extends twenty t'otttractor, its successor o million dollars (S20,tltif�,000) or more in credit to another person for fog ty-fi •e stt in days or more, if that person will (i) use the credit to pNcsvides goods and service the energy sector in Iran; and (ii )tat the time the financial :institution extends credit, is a person idtntit crl an list pttblisl cd l� the Indiana Department of Administration. Cc�ntractc}r does not knowingly cmPloyr or contract with an unauthorized alien, nor retain any ear,flc�yt'c c7r cantraa;t with a person. that the Contractor4ubsecluently learns ican ;P biue'4�'u`otks}{'iuo � page-14 Version 11312025 alien, Contractor agrees that he:'shc it shall enroll in and verify the work eligibility status of all of C.c ntracttar's tiewwly hired cr7apl+ yFees through the F 'w� erify Program as defined by I.C. '22-5-1,7-3. Coiitractt}r's documentation cal" enrollit ent and participation in the E.Verlly Program is included aiacl attached as part 01E this hid,'quote; and ,, Contractor shell require his+'leer, its subcontractors performing work under this public contract to certify that the subcontractors do not knt�ww'ingly cairoplc�y or contract with an. unauthorized alien., nor retain anv entplc yce or contract with a person that the c utbeontractor subsequently Iearn s is an a�izauthtarired alien, and that the subcontraactor has . enrolled in and is part] c:ipati11 in the FNerify f rc�,,tain. Tht C ontrac:tor agrees to �a� �intaira this � ertificati���i throua ;lwc�utt the tern, of the contract wwTith the City of South lend, and understaunds that the City may terminate the contract for defaualt if the Contractor fails to cure a breach of this provision no later than thirty (30) days after being, notified by the. City°. fw. Persons, partnershil+ , ccirporaationti, a ssociaa.tions, Sri joint w entairt�rs awarded a contract by the City Of South ,. end through its agencies, boards. or commis sir�ai, � shall not disctiut�inaate agatitwst an,r ct1713lcaye� c�a atpp�l c aaiut for eaxaplo ? of co7ta act,erf7ore nipl�►;; m nt, contract with respect to hire., tenure. terms, conditions, of privileges or any matter d`ircctl\,r or indirectly related to contracting or ea7wploytuzcnt bccauuasc of t�aec, sc�, religion, color, national origin, ancestry, gender expression gender idauntity, sexual orientation, or rich affect that person's ability to pert'ortvt the work.due to ale or disability that does ltt of work, labor, Services, supplies, equipment, n. aateri.als, or .aww araling cotttr<tcts for the puarcliause any combination of the foregoing including, but not limited to, public works contracts awarded tinder public bidding laws s of other contracts in which public; bids are not required by law, the City, effi its agencies, boards, or commissions will consider the Contr� mtain tlridia�aoa;laid�Minority Bats)rts to i�wc palrii mipation by those se � ubcontractors certified by the Starr _ ("MI BFF) or as a Wol-nen°s Business FnteriMse ("��, BE"") its a factor 7ui detern�ualung the lowest, responsible, responsive bidder. Contractors seeking, the award of City contract cannot be required to award a subcontract to an. TAWBE; howevert er, they many 110 le cuulawwto ether meet both v discriminate a1w�FFinst aan d�l�BB�'' E utilization z � on goals �c r contracts, Contractors arc reclutrt d to w demonstrate that tlwc C'c�i�atiact+:ri' leas t-i�acle. guiod faith effcurts to obtain paarkic.ipaticwra frc�n� MBE and"�4f3F. sutbcoaltiactois, A, finding ofnci�.cotripliaaic:e or a discrIminautOrY preacaic=e shall p�roh.ibit that Contractor from being awarded a City contract f5or a pei iod of nowt l l � �°ear from the date of suiclu determination, and such deterniinaution may also be grounds for ternuittatting the c:.orutact to �whiclt the discriminatory practice or noncompliance pertains. Tile undersigned C'caiwtractt�3r agrees tl-aat the ft�lBc�ww=itg rac�aticl3:;crniiaiattc�n c;c�r��n�aita�aa:.i-at ;�lwall be made aa. Dart of any Conti act ww Mich it away henceforth enter into with the City of youth Bend, Indianaor any of its agencies, boards or corilmissions. or applicant for Contractor agrees not to discriminate against or intimidate any employee. employment in the performance of this contract wwitlti privileges taf' errtpltiyiaient, car any tnattrur directly or indirectly related to employment, because of eorigin religion, ancestry. color,sex, gender es.pressic7ru, gender identity. sexual of ieutattion, h,aiudzc Ftp, national this provision may be regarded as material. breach of contract" P age ®�a t?ubiicwcark:s Quote l the undersigned bidder or agent as co tr actur otr a public wores prt?1ccc uncictstano my .stmtury c6l4ipti011s to tile use of steel products or foundry products madc in the United States (LC 5-16 S.1)_ I hereby cerlify that, I and all Subcclratrtactc�r:; employed by me ('tar thin Iaa`t}ji e,l will usa 4teeI ru lucts or rourldry products ni ade in the United Staate' on tiais prcje.ct if awarded. l understand I laav4 al'i aaf aliaat:i °e clots tt? at�,tit• the City in tx�ly bid that rape praalacisaal does vest incluele the use of steel products car foundry products t?aade in the United Stites t tat�cicrst:talel it. is tit�� sole obligation zttzd resl�t�aY*tt�ality toprovidea justificationta,,lac City.. saablect to tevie4� and approval. ��'l1• tlrc cost of 1i nited States m adc sleet or foundry products i:; un ea;on able. Prior to �mxtard and upon Stahat`ai: sjon of`bid which does iat3t tuz;e <aec:l products or Rmndr prt'aductss n-L ade in the United States, the C."ity, through It's director of public. works. ;:hall make a determination if the (trice of United Staates n�ttade steel car foundry is tanretasc?nablew l understand thaat ��iolaaticrtis hereunder stay result in tcarfeiture of contractual p a.-v atac:ltts. a>r.r I lt�rc:t��.�at'tia•nt tra�dea• tlt� g�enalttes turf l'a�xjurt� tl?rtt tl?c faets anc) iut�arePtatic?rt tantaitt�cl ia? the tort;�aiat�.; I�id ferr pttil�lic .vork s are true mid con-cc't. IKatccE t..l?i Stthstr-ch��cl ,int} :;r.���ra? tc� �efi�r� w�?e tt?ct .�r t"t�ixat?�asatotl F:x�arti4 _�1_"'.q...�.z_I __._................_.__ t;cnu?t�;� i_�'.E�tsidecac rarraclois,13idder (Firnn) {�rzaturu*c7f't:°c?nir,�•acicaa��Pirt-Ider nr It �}ertt I'rattett Name arci't•itl d<Iti� art REEfCCA LOEEEZOO NOTARY PUEtIC -STATE OF hIIiCHIGAN COUNTY OE= KENT MY COMMISSION EXPIRES 7/ 20�j 29 ACTING INI THE COUNTY OF �� 7u'c:r:�icie; 3•�:3i�4i2r, �r�a�n � �k3 F'a.}hlic �.�Vork� t�uz~c Addendum NO" 1 The Pointe at Ftiverwalk. Utility Materials Project No. 124-069M Date: w4l Te: All Ptanholders Project Engineer From: Gemma tantan, Praj rrirag the first page and You must acknowledge a receipt of this adden'durrr try signing returning a copy with your laid. Page I � Items 2 -3 t- These items are duplicates. lJo not include in bid. Use attached revised quote documents for your propcsdl. castings are an approved equal to East Jordan Iron Works castings. Eith Neenah er type. May be provided. 1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 466014930 PxoNE 574/235-9251 FAX 574/ 235-9171 TDD 574/ 235-5567 CITY OF SOUTFI BEND 1 BLIC WORKS AYOK BOARD OF PU Date: 9/8/2025 To: All Planholders Hilla Horvath, Clerk, Board of public Works From Subject Addendum Number: 2 Project Name: The Pointe at Riverwalk Utili Materials Project No.: 124-069M T OF ADDENDUM ACKNOWLEDGEMENT OF RECEIP Date Received: OPINION ro ect. his T addendum is being forwarded to you for the above referenced p j Please sign below and acknowledge, receipt of this Addendum 9171 ' sheet to the Board of Public Works at hided with your by faxing thisMUST also be me within 48 hours of receipt. A copy bid package upon submittal. THIS ADDENDUM MAY AFFECT YOUR BID• Notes: uments are hereby added to the Specifications The attached docications and Contract Documents and become a part of herein. Company: IN Authorized Signature: Date: S Addendum No. 2 The Pointe oateRiw�o � 2 Ot69Mate aterials Pr pate: g/5/2025 To: All Planholders From: Gemma Stanton, Project Engineer and a receipt of this addendum by signing the first page You must acknowledgeour bid. returning a copy with y Item 24 is specifically 1" copper compression fittings. All items must be priced for quotes to be considered responsive. IRroj+ect N*fa�project No. For Bias pug sCOP'E OF WORK ri,^ DnintP. at RI'verwalk Utility MaterialS. 124'06'M L ca Trrn I. PIat7.IECT pESCRIPTI�hI This used !�y Century Custom Builders for the Pointe at his project includes the furnishing of materials to 6 upon the Total Estirnated Price. All items p}�'��.ctual ealk townhome development at I�lorthside St. Peter Street in South Bend. This quote wil e i responsive vert+d!rrr basedp approximate quantities on y awarded to the lowest resg�for each itern are own awarded per unit prices and he ter1elesshthan the quantities shownion the bid tab. quantities purchased may greater PREVAILING SPECIFICATIONS ANZD CONSTI�IJCTIit PI STANDARDS AkhIN SPECIFICATIONS rc�n and NM. PRE A. The City Of South Bend's PRE AILINSPECIFCATIONS,Nmost recent version, ONSmost are to be used on this CONSTRUCTION STANDARDS A project, completelyfamiliar with the most recent g. Each {quote prodder is specifically instructed to become o the PREVAILING SPECIFICATIONS and the CONSTRUCTION STANJ[31�RDS' �`� 6 version uote. SPECIFICATIONS prior to submitting a � ll i,n effective after September t 2025.PREVAILING C. wherever the pP;ErJ,I�ILtNG SPECIFICAeTdOIwIS refer to "State Specrticationsqit sh.hernean e INDOT Standard Specifications for the g be used only in conjunctir�n with the PREVAILINGILII C SPECI ICATIONS, D. These SPECI�wL PROVISIONS I+IS will list only"Additionstoit or DEWAs o SPECIFICATIONS eventTf con and are E. In the event of conflict between the SPECIAL PROVISIONS and the the 'SPECIAL PROVISIONS will govemV Tt=Rxtd "OR EOUAL" A. Prevailing Specifications: None B, Additions n theseaelettertiOnslr the Quote full explaining and deviating from 1, 'r�u�lle're the term "'or equal i� ii��Sd i � 1rY determining II r specified item shall file with hislherlits Quote proposed article or equal. The City of South Bend shall be the so1e judge :equal" offered meets the specification. 111. TAX_ XEMPT A. Prevailing Specifications; None S, Additions contract with he wner that 1. materials and properties purchased under not subject tottheC#ndi na Gross cRetail Tax (Sales Tax). of the structure nr facilities constructed are erl,gitl be furnished to the Contractor upon award, The exemption nurnb INi1Er<IININCATION A. Prevailing Specifications: None B_ Additions P�bdc wc�t�s �iuc�ke VII 1. Contractor agrees to indemnify, defend and hold harmless the City of South Bend, its agents, orney fees, ,officers and employees, from all or out of the negligent performance of tosts, losses, claimsandsuits, his contract byurL costs, tContractor, and other expenses, arising from or because of arising out of any defect in the goods materials or equipment supplied by the Quote provider. CGIP1TRtgL t�F i�t7�F�F{ prevailing Specifications: 2026, III DO I Standard Specificak.irrns Section 105 B. Additions:. 1. or thisuptoaietd epresentathe�tivestcr of Public Works of the City of Snow th The complete responsibility f Bend, Indiana acting through�his a _hori e( p;art�ewt-Hof-I�a��ar-- ifications: 2026, 1NDOT Standard Specifications Section 10v A. prevailing Spec 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 ust€ m Buildeed rs mentioned _ 2. The Contractor shall apply forand complyti any ith R rmitlre� rements�ncludits for ing the St the work rJoseph County and federal .agencies and shall ! City of South Bend Building 'DepartmenL thirty days, the Contractor his contract is not a resident of Indiana, within 1 If the Contractor awarded tqualified � ified and registeredwith provide the owner wit h proof that theec in licensed, business within e State of Indiana. the 'Secretary of State of Indiana to engag 4. The Contractor shall comply with all provisions of Indiana Bode 5-16-13, as amended. The owner c work project awarded should the Contractor reserves the right to immediately terminate tof Indiana Code 6 f6 f and sr h violation shalt result be found to be in violation of any provision in the forfeiture of Contractor's performance bond to the owner., pEF,Ai�LT Pk�1� TERMI�I!ATIQN �df�6, IPiCrCT Standard Specifications Section 1[7S A. prevailing Specifications Addr �o „ 1, Events of default shall include Cen�ce'rv�rk, atrltt�e lme specfiod fail re toperforr� ttredwa+ork contract including failure to corxrrr7tion of the work, fa accordance with these pif%ie tothe City, unauthorized fai r,ursconfinua to observe Federal, State,'orr local carry laws or the work in a mannercep regulations, and failure to comply with any other terra of this contract.tice permit may . If an went of Default occurs, daysleCity shll a ��r the�da�c c�fdthc e Contractor no{floc to cure the defauwritten no lt�t �he default.. is Contractor ten tcalendarcure period, the City may at any time thereafter terminate this not cured withinn the ten16 day contract in which case the termination shall lokbe khe fra lowinginal and oremedies in addition to those remedies 3, Upon an went of Default, the City may Payments due provided under duo Po the Cor7trarons of ckor agahis rn st therretainage, the right to takt the right of set"off e 'overand complete the or to become Public Wvrks QuOt, iprjge a 2 025 that ty is York. If the City notifies Contra ethontracainvoking tor"s subc subcontrht acts Massigned complete tor he CWork, right ty4 subject the the Contractor has in order un Citys right to take assignment o, ail der such scab ornt acts is tosubcontracts pay for Work bligatiOn accepted by the City rtsatisfactorily performed o n executed, the after the date of the assignment. In the event a conditional gnmassignment agreement,oreotherr document Contractor shall execute or cause to be executed any assigrarraerat, v Works to h that may be necessary in thissole opnion, of legal The Contractoruneshallpromptly deliver suchdocuments evidence compliance with t provision.ise upon the City's request, In the case of such assgnmen(4unlessment a tberinvoiared�eand for Contractor remains liability toan{yc claim, subcontractors for any pay Y ng from any error,. omission, breach suit or cause of action based upon or resultiing pr negligence (+o the other date of of contract by the Contractor, its officers, employees, ear agents arising p assignment to the City. %Jr%n CTI E AC ftC�NfDAM+4G A. Prevailing 5pecificatieaM Gone t3, Additions: The parties recognize that time financ6at lass f the equipmen suppl es, sery ces are nott delivered vv thin custom Builders willsuffer the times specified on the Contract. ereto tht if Contractore equipment, ver a, It is agreed betweenan the other parties obi setian�aby the date spec field in hellC�onttract, City shell supplies, services use the bid bond or certified check of bidder as liquidated damages ent, supplies, ces dlor b_ Should the Contractor fall to to heade or Cont-act arndthe shoulldacne City then elect to bid aanew other obligations purect from project that will replace the Coontractan an demonstrate for the e p ability to deliverCand perform the considered only if equipment, supplies services and/or other obligations an a timely fashion& hereto tht if Contracr ver e equipment, c. it is agreed be ee nd/or rather o,bligationsaby the time to ln� helContract, Ciiy shall the parties supplies, services a award all or part of the material to the neat lowest bidder. �. DELIV!ERY A. Prevailing specificationsANLoUT Standard Specification Section; done B. A,dditions:. 9t items shown in the specifcatio ludehwueekends�and holidays as designated by the er ets nDtati e Indiana. Delivery elates shall in ordering the material. 21 Ali materials shall be delivered according to best indurstry practices and prevailir7g specifications, Any materials not received in good condition will be rejected.. rejected must be removed immediately by the Contractor at the expense of the Contractor. Ali items re es or quipment 4. in Beanie cases at the discretiohr the City, estabsshmentpection of the vvherth�y are produced before shlpi�aenill be made at the factory, plant, car ea I"aalJlro Wvvrlss t�iaat�: 54��rslQE1 t.�f���J 3CI XNI. }CIV ,. The pity reserves the right to inspect and have any goods tasked 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 quota shall include the cost of delivery in the unit price for each itern. FkETAll ,4 E AN FINAL I 4'YMI ENT A, Prevailing Specifications: 2026, INDOT Standard Specifications Section 109 B. Additions: calendar days° 1, Payments will be made every thirty (3t1) 2, There will be NO Retainage. 3, contractor shall invoice using the same nomenclature as specified in the bid proposal for all items' �4,tAN�'M A. Prevailing Specifications: None B. Additions 1. .All Parks shall irrcl�ade the following; a, Performance specifications b, Bill of Materials c_ Warranties on all parts d. installation and safety requirements A. Prevailing specifications; 2026 l NDrOWaterStandard Works Specifications, Association City of South Bernd onitructiran Standards Specifications; American B, Additions: 1, F or eacNa item, a spaclfN wfl and determine that p oductssubmitt�ed meet tjo requirements uof Custom Builders will review the project. I Delivery cost shall be included in the unit q st formiry or tach peaof m shall be subject to a change 4, Any owner -requested modifications to the quantity or type order. a. Pricing shall apply for 12 months following award of quote. ){V. Mlta'UVBE GOALS A, prevailing Specifications' pity of South Bend �rdraance �i'o, 1t1�61-21, Ginc�rity ar�d ,`omen Business Enterprise Inclusion Program Plan B. Additions: 1. The quote does nc�t hav�n�heiat � �r� ��,�,BE Utilization Plan ypg pis enc�car�rac�ed grad inclusion may be noted 2. Nufdlt'dl�E PAPERWORK Is OPTIONAL FOR THIS QUOTE"' ��b9ic works Ctuc�k "�rcrsierrb �+�3,�2J� CITY OF SOUTH #1 NIA EQUAL EMPLOYMENT OPPORTUNITY CONTRACTING PROVISIONS DIVERSITY UTILIZATION opportunity'I de equal for It is the policy of the City of South d Bend torpt o rovi in accordance employment� th the rules, sreguregulations and all persons, partnerships, companies, an p sidelines of the applicable ness federal, ng or holding a p state and local laws. This policy of equal cicont act with toyment and he City g l + to every contractor or subcontractor biddi opportunity shad apply of youth fiend, made a part of every In furtherance of this policy, the following Equal opportunity Clauses are hereby that Whelshe will abide by thesept Provisions, construction Infu contract entered into by the CityofSouth Send and all subcontractors entered into pursuant to any such contract and the bidder hereby c because of race, The contractor vriil not discriminate against any applicant or employee color, religion, sex, national origin. orl�haenedicaarP treated � ted fairlytoandilleq� tabyo u action to ensure that all ,applicants or employees demotion or transfer, shall include but not be limited to the following: hiring, a Or other compensation recruitment, advertising, lay-offs or termination, rates of pay or ether forms of and selection for training including apprenticeship programs. ees ;and The contractor shall agree to post in conspicuous places available to employ 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. tatT rs ch The contractor will send to each labor r nion or other contract enor undersIve of WOg ea notri�ce tobe t,+helshe has a bargaining agreement ° laces provided, advising the labor andcshallrpastrcopiesrof the notices �innconspicuous rp tors commitment under this section, available to applicants and. employees, The contractor will comply with all provisions of Executive Order 11246 (as amended by 1137'5) and of the rules, regulations and relevant orders of the Department of Labor_ Subpart B _. Contractors" Agreements on Of s order, Government Sec, 262, Except in contracts exempted in accordancernentrvc`rtontracttr hereinafter after tenter d into the following contracting agencies shall include in every Cove provisions. "During the performance of this CUrbtract, the contractor �f�e5 a� fallr�wk+S:,� " t;1) The contractor will not discriminate against any employee or applicant for employment take affirmative because of race, color, religion, sex. or national oirigand Int thakh empoyee contractor are treated equally action to ensure that applicants are employed, to the follow"rng; radio demotion, or during employrr7ent, without regard their race, color,er�ipig��n1�nn f� `� national origin,. Such action will include, but not be limitedor other reont r rates The contractor transfer; recruitment or recruitment advertising; layoff or terminstion; rates o -pay' farms of compensation„ and selectio�afor cestrariableltatdin employees and applicants for agrees to post in conspicaaous p ernployn�ent, notices to be provided try thte contracting officer setting forth the provisions of this nondiscrimination clause, on 127, The contractor will, in all s,o that traltrsgoai fieor �ei rtappi'rcannts ts for w+ilienrecei�ve sco�nsiderat naced by r f� behalf of the contractor, state employment without regard 10 race, color, religion, sex or national origin." Public Works Quote Page 6 Version tt:t12025 a( The contractor will send to each labor union or representative of workers with which 4 notie, t,i helshe has a collective bar gaining agreement cir o#her con:tr theof tatrore un Oni or workers' to be provided try the agency contracting. officer, advising hall post cOpi'es of the notice in conspicuous places representative Of the contractor's commitments under Section 202 of Executive Order o. 11246 of September 24, 196 applicants for shall post cOnI available to employees and t The contractor vtirill comply with all provisions of Executive Order Flo. 1124 of Labo of September 24, 1965, and of the rules and regulatiOn.s, and relevant orders Of the secretary Order Igo. °(5) The contractor will furnish all. information and reports required try ��ee;aitrve d orders a 11246 of September 24, 1965 and byhraccess tohisbooks records, and haccounts by of Labor, or pursuant thereto, and willpermit the Laconbor agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rites, regulations, and orders," nondiscrirnini� In the event Of the contractotion clauses of ^{ J r's noncompliance with the be this contract Or wi#h any of such rules, regulations, or orders, in this. contract declared cancelled, terminated Government ent contracended in ts nr ac rdanein part and t with he orprocedures tractor � authorized in ineligible for further s may be Executive order too, 11246 ofSeptember 24 in��xe� tives'OrderrtNor 11246. off September imposed and renedie involre 24, 1rar or by rule, regulations, or order of the secretary of Labor, Or as otherwise provide bylaw " yparagraph The contractor will include Cheap graphs, (1 ) ofthe. through (7) inence every atsub preceding or purchase (1 and the provisions Of pang p order unless exempted by rule regula#ions, Or or of the secretary of tso that such abor, issue mber '24, 1965, pursuant to Section 204 of E=x;eciatiwe ubcontr ctor Or 11246 f vendor. The contr for wilt talae sucah provisions mill lie binding upon each cube sanctions for noncompliance: aution .with respect to any subcontract Or purchase order as the administering agency may direct as a means of enforcing such provisions including Provided, however, that in the event a vendorcontracasor bea oresult not lvsuch directionthreatened by the With, litigation with a subcontractor or administering agency the contractor may request the united States to enter into such litigation to protect the interests of the United States.,, orturi ty clause with bove equal isted The applicant further agrees that it wirlr ti esn M hend by h itaparticpateso n federally orlocal respect to its own employment l licant so participating is a State construction work: Provided, that if the a ortuni lause is not applicable to any agency, government, the above equal °pp overnrnent which: does not participate to weak on or instrumentality Or subdivision Of such g under the contract.. will asslSt and eoOperate actively with the administering The applicant agree that It of Labor in obtaining the compliance of contractors and agency and the Secretary and the subcontractr�rs with the equal opportunity clause and the rates, regulations, and relevant require for the supervision of such orders ra the Secretary of Labor, that it will furnish the administering agent Secretary of Labor such information as they may r in the discharge cif the compliance, and that it will Otherwise assist the administering agency agency's primary responsibility for securing compliance.any 24, 15 wit modification a contractor The applicant farther agrees that it. will refrain from of September into any contract or contactst ract modification subject to Executive Order detrarred from, or Who has not demonstrated eanteto r�t�t� �xecutiivve Or�de rand will rcarry out federally assisted. construction contracts p riai opportunity clause as may be such sanctions and penalties for violation of tltithe administering agency or the 'Secretary unposed upon contractors and subcontractors y applicant of Labor pursuant to Fart il, Subpart a of the y with thesetive then adadminist thedition ering agency agrees that it it fails or refuses to corriPlr+ Public Works Quote Version V312025 rnay, further take and aar all �f the fallaa+�ring insurance,actions: � � � �ee'f terminate, efrain from extending end in Whole ar in part this grant (contract, loan, to which assistanfund ce to the applicant under the ce ref future caatmpl ancet has been t eceived�from or r�such cc�rred until sat sfactory assuran appropriate legal proceedings, applicant, and refer the case to the Department of Justice far ,a.pprop P g t * Corrected to read r1invoked" In the original test the WO ct " rrIre�Fved was printed in error. MINORITY AND WOMEN BUSINESS ENTERPRISE INCLUSION PROGRAM PLAN ness rou h the adoption of the City of south Bend ordinance City City of South Send, Indiana has shown its co itn7ent to addressing Minority and .rcarrrect by The y public contracting EnteepriseIW~tOC"' participation in p employee or No. 1tlr�St-1. Persons, partrerships, carp crat rrns, assc+clations, or joint ventures awarded c aura t y of South, Bend through its agencies, boards, or caammisscrns shall not respect hire,tenurer te against nt far employment in the performance of a Cityeectl trrelated to employment because ofrac s�exdrtreligionr pact It rivileges matter directly or indr. + perform wor privileges of employment, or any color, national origin, ancestry, age or disability that does net affect that person's ability o 1VV Es (both Minority and WO found Business Enterprises are described in the Drdinance. list ofAMBE@istrartcr B web"site. provided with the bid that states the MBEs on the+8ES that 'ro project andltbhe certified. and non -certified can be found on the Indiana Department http'lrw\4M in rao�rtidoW. Documentation shall be P erforrrred by the M 1BI✓s and 'U BEs on the p j contracted, the dollar arncaunt of the work that will be p using Form 8E-f.t7, BE 8,+trlizatr'or? �'dara, percentage of the dollar amount as it relates to the total bid amount by g and Form I BE-1,0, WBE Utilization Plan, ancies, boards, or commissions rewires the Contractor's good faith efforts to obtain participation by The City, Its g those Contactors classified as MBEs and \NBEs. Failure to it e.r meet the MBE and CBE goals �r to evidence of good faith efforts for the bid will e be grounds for rejecting a bid as r�or�-resg►nslve. oJe lrom SES on this Pr J ct and Supply Bidders shall demonstrate goad faith efforts to have active participation M�E E nceiof Good Faith Efforts d r"BE" written dooumcted, Such entat.on evidencing such efforts by using Earnas BE ., Evidence of Good Faith Efforts and For= ,BED Ic,1 M t COtltacte�! aracl BE- , f. t�BE Go tithe date of documentation shall include, but is not limited Ira, the t the name and address of the MtuSE, a, A listing of all Mt'�' BEs contacted6ncluding; G . writ contact: ��� the type of contact ji.e., phone call written solicitation, etc*), d,4'� the nature of type services of goods requested; and (b) the result of the contact ting and receiving bids, uotes or her b, Written evidence of outreach and copies of email efforts go s I olur ge and secure ornpetit e responses responses from MtU1tBEs or other documentation include from M�II'�+BE and local businessesftob�ducition�invtationsin the ntolforgi�grn�ajortytrrrinohis lrelty strategic alliances o. Written documentation of letters ra extensions, fOrgians, of assistance on payroll, insurance, for capacity tauilding, including but not hrri ted to, rr�entraring, ietion. This scrape change will. bonding, line of credit, technical skills or Iausinesses change e prior to comp d. From time to time, prozation Plan, it is the jects will undergo a scup g inevitably impact the Contract usage of M SE occurs, thegapplicab e Contractor rshall utilize itsbest inev y e changerequired b the scope change. request of the City that when a project scup efforts to contract with M and' Subcontractors in a proportional manner as: req '} faith effort to forge constructive and lasting business are actively encouraged to reach out to the MJWBEs in St. ,Joseph County, Indiana, other Indiana All bidders tw°lichi an to utilise a Bond counties, and Berrien County, g partnerships. I with applicable federal, Notwithstanding the foregoing, the award and performance of all City contracts shall come y state, and local laws. The City reserves the right to request verification of goal implementation throughout the course of the project, . P �r g to to the utilization IAi'�"ufB�E's firms in a manner consistent with If a goal exists, the winning respondent is contractuall obligated t ghat was represented in its quote submission to the City. Deviations utilisation plan must be requested in writing ed b the Crty. The Caty reserves the right to initiate a ch nge order in the amount equal to the difference In and approv y any subcontractor utilization if the utilization plan change Is f3 p'ub@icWorks Qugt "1iiCr.alorU t7'.�r�Lr�.L. 21T ' OF SOUTH BENDS GUIDELITNEO TC2 I F+ IR. OOD F. ITH EFFt�RT E Under the City of South Bend's Minority and Wome s Bkhor'izedEtnts Enterprise MWBE) I fic'sgoaiOn 1F to increase �+li(yBE Iulda nclaasion Flan}, the r;�iky of South Bend {the City participation in City contracts and procurements. CBE articipation gaols are set based on availability of CadWBE contractors wvithin the City 's geographic market h p area identified in the City's Disparity :Study. ave For contractors bidding on a construction, services, supplies or equipmen faith efforts totract rneet theroont alcthgoal been set for all or parts of the project, below is information relevant to goo eE'Failure to make a good faith effort m Project bidders must try day result in t th '�JBE's are in fact available to perform work on the ccntrac . When the City sets a contract goal, that meansdiligently to meet goal, rejection of your bid as non -responsive to the contract. a contractor to achieve a contract goal which, by their scope, Good faith efforts means actions undertaken by goals kUL "s intensity; and appropriateness to the objective, can be reasonably expected to fulfill the Program Inclusion Plan, Secticn4.B_, NLO,$ 21)w ranfrnCtors must provide g ood faith effort is fully reviewable by khe City, Vifhe heacontractor'soigood faith efforts to acding that the contractor was non�r€sponsove, h eve the as much information as possible to help the City a ssess goal. Ina¢leguate proof of good faith efforts n ay result in a fin causing its. bid to be rejected even if iit is the rawest, Good faith efforts require active, aggressive efforts by the prime contractor to obtain the contract h�ia�dBE participation goal. Mere pro forma efforts are not goon faith efforts. To satisfy the good faith efforts test: and not excessive, the C� WBE's quote from ,� prime contractor may not reject a �t'�fBE's bid salel because it is not the low°�rest bud received or laid 10 subcontractors. if the I'� VBE s costs are reasonableoaks even if the I ± BE's bud 's not the presumptively should be accepted on a contract requiring g lowest one received. However, if an Cvly'JB �`sTde�o��trackouote � has the burden le rof demonstratingthe prime contractor may reject the bid on that ba excessiveness or unreasonableness of eBxECessive Contractors must provide the City with whether a M BE quote was unreasonable or copies of each ►�I'hiWBE and non M WBE quote sularnitted to the bidder when a non-��B was selectedover, an MW SEa reasons based on a thorough A contractor may not reject a t�,1'�BE as being unqualified tract �without ejects a CUBE as unqualified the investigation of the CwtWBE's capabilities. if a prime con Contractor rrt�rst provide the City With good reasons for this. She r4tti�lBE'sl�nd�a to v�ruon�u� one membership in a specific group, organization, political or social affiliationexamp is not a basis to reject the MWBE for lackof qualification. �Jcrsior� 1,'3,(2025 F'Utaiic t�'ork� QuotePage,d ��r m the contract wit its own organiza he The ability or desire of a prime contractor to peter need omaketgood faith efforts touse f�'w,^�BE slug team does not relieve the prime contractor Of t theGontract goal. contractors to meet EXAMPLE 'total Project Estimate is 500,000. An r�t"�BE g oal of 10% is set fora specific part of the project, i.e., � r�r'Itr�tr�tt�r, end it is '�5tr,000. +� non Nt>�+F3E submits a $50,000. Only one 74 WBE submits a quote to the prime the requirement of making a good faith effort to meet the quote of 45,00�I. Rejecting the Iv1VVBE laid may percent and dollar amount set for M BE nd contract goal because, 1) the MVVBE quote is �roithin the goal pet guarantee on the project; 2) selection of the +WBl=fquote e between theal rBE andcno @�t+ BE quote o sal a not participation the dr that its bid will be deemed responsive; and signiflcant in terms of the overall contract amount i.e., 1% of tonal contract)* id is 50,1�t?t�, it may' yet not be demonstrative of a good' faith If the t BE"s quote is $5 solely and the non-�+t''WBE b elsewhere in the contract while effort to reject the h+lyl�iCiE solely because the l 1' PB eq oteis not cted tohbelomade upe elsewhere is not greatly significant to the total contract cost, and it could reasonably p guaranteeing full goal compliance. ment as to The above examples are illustrative onlym The City wall make by a fair andreand taking irrtolaccougrrt the 0rual� Quanood tity, an based on all information and documentation contractor or to meet the ,contract goal. Intensity of the efforts made b Pa�t�lic �;�'erks �Iucrre GOOD FAITH EFFORTS MATERIALS TO BE INCLUDED WI t rf BIER ence of ood If a contractor's laid does not meet the goal rwhether the contractor the contract, otis arespons4 d bidder. Ifor must submit dthe contractor's faith efforts with its bid so the City can determine bid meets the MWSE 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 ccantra.ctor why nenot at Section d,castfo6 awgoal too show geed faith efforts can be found in the South Rend Inclusion Program bj Where the bidder cannot achieve the contractrmimhe bidder must provide proof of having made at ontof whether to, issue goal wa v r the City will good faith efforts to meet the goal. In making this dete consider, at a minimum, the bidder's efforts to; (1) Solicit through all reasonable and available means (e.g., attendance at prembid meetings, advertising and written natives) the interest at all MWBEs in the scopes of work of the contract. The contractor shall provide interested the�on�'� t tolta1timely, adequate 11ow such firms to respond theosolicitaabut the tion,s specifications, and requirements The bidder must follow up initial solicitations with interested Maa'u'BEs. increase the ikelihood 2) Select portions of the Thisformed ludesb, where appropr ate, by MWBEs in order to aking out coontract work at the contract goal will be achieved.snc items into economically these word.'terms�t withitsown afoces, it is the bidder's respl onsibility to otherwise prefer t perform make a portion of the work available to 9,�"��B1=s and to select those portions of the wor or material needs consistent with the availability of such firms to facilitate their participationft Negotiate in goad faith with interested lv WBEs- Evidence of such negotiation includes the names, addresses, and telephone numbers of firms that were contacted; a description of the and specfications for for informatior) provided+iregarding e ardi g the agreements could at helansar ached. Thehbidder may note work e eject �.+WBEs as d subcontracting, >? being unqualified without asound reason's hased on: a thorough investigation of dditional casts involved In finding d using I�WSEsiis rnot it aitslelf s That there may be s sufficient reason for a bidder's failure to meet the contract goal, as tang as such casts are reasonable. The ability or desire of a bidder sibilerform the work of a Contract ity to make gad faith efforts ontalt� apes of own organization does not relieve it of the responsibility work within which subcontracting opportunities are available. (4) Make efforts to assist interested Ra11WBEs in obtaining bonding, fines of credit„ or Insurance as required by the City or the bidder, where appropriate, (5) Make efforts to assist interested to WBEs in obtaining necceessary equiprmenL supplies, materials, or related assistance or services„ where appropriat Materials that should be submitted to support a contractor's good faith efforts includea ., Copies of advertiserments, notices, or solicitations from contractor to Ni BE's- to include date and time of issuance;oliciations sent; A list of all locations where advertis erne contractorts or 'Be and I�+IWBE's in responsere placed ors to 1tcontractor's Copies of communication betty advertisements, notices, or solicitations, Proof of contractor's brea4c-out of contract items into omits feasible for performance byt'u''lt�7Bf="s; w r and B s for Proof oaf communications beef cocactO her? contrareachd asstated regarding Ispecif ally to above agreements., and why agreement Subsection (b) (3); I'�I'�u" BE's and those from �,fti,�,+SE's when non h+t'ww"BE's bid or quote Proof of bids or quotes from is used; ro riate; Proof of efforts made by contractor to a slat f����BE to participate in contract, where app p and sago �l� Public Works Ouot�e � Version 41 Any other Information tending to :show that Contractor made active, aggressive efforts to meet the WBE participation goal but despite good faith efforts was unable to do so. gage - �.� W�a��s9ic L�dc�rk.s �ur��e �+'er�ioea 1,';�d1t7� CITY OF SOUTH BEND CENTRAL SERVICES SOUTH BEND, IN CONTRACTOR: CITY OF SOUTH BEND CENTRAL SERVICES September 8, 2025 SUBMITTED BY: ETNA SUPPLY COMPANY 4901 CLAY AVENUE SW GRAND RAPIDS, MI 49548 PHONE: (616) 241-5414 FAX: (616) 241-5485 � W t W"Ak ffjw ADS, Inc. Drainage Handbook Specifications ♦ 1-7 N-120 MEGA GREENTM ST IB PIPE SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) N-12 MEGA GREENTM ST IB pipe for use in gravity -flow land drainage applications. Pipe Requirements N-12 MEGA GREEN ST IB pipe 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 be joined using a bell & spigot joint meeting ASTM F2648. The joint shall be soil -tight and gaskets for diameters 12- through 60-inch, shall meet the requirements of ASTM F477. For diameters 4- through 10-inch, the joint shall be soil -tight using an engaging dimple connection. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the soil -tight joint performance requirements of ASTM F2306. 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 ±1 inch. Contact a sales representative for exact values **All diameters available with or without perforations. © ADS, Inc., August 2023 ADS, Inc. Drainage Handbook Specifications ♦ 1-5 N-12° ST IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) N-12 ST IB pipe (per AASHTO) for use in gravity -flow land drainage applications. Pipe Requirements N-12 ST IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4- through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S or SP. • 12- through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S or SP, or ASTM F2306. • Manning's "n" value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell & spigot joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be soil -tight and gaskets for diameters 12- through 60-inch, shall meet the requirements of ASTM F477. For diameters 4- through 10-inch, the joint shall be soil -tight using an engaging dimple connection. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the soil -tight joint performance requirements of AASHTO M252, AASHTO M294, or ASTM F2306. Material Properties Material for pipe and fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C 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 12- through 60- inch (300 to 1500 mm) pipe material shall comply with the notched constant ligament -stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306, respectively. 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), Class 2 (minimum 90% SPD) or Class 3 (minimum 95% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Build America, Buy America (BABA) N-12 ST IB pipe (per AASHTO), manufactured in accordance with AASHTO M252, AASHTO M294 or ASTM F2306, complies with the requirements in the Build America, Buy America (BABA) Act. 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 ±1 inch. Contact a sales representative for exact values **All diameters available with or without perforations. © ADS, Inc., August 2023 INJECTION MOLDED 450 REDUCING WYE 6"x4"-8"x4"-8"x6"-10"X8"- 12"x6"- 12"x8" DIAMETER f - - - - C A 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. DRAWING #: 3110 DRAWN BY: JCB 04.24.07 APPROVED BY: NOTE: ALL FITTINGS DIMENSIONS ARE FOR REFERENCE ONLY _ REVISIONS: TJR 03.08.13 © 2021 Advanced Drainage Systems, Inc. Advanced Drainage Systems, Inc PART # PIPE SIZE A B C JOINT 0680ST 6 x 4 in 9.3 in 8.3 in 7.8 in ST 150 x 100 mm 235 mm 210 m (199 mm 6 x 4 in 9.3 in 8.3 in 7.8 in 0680WT WT 150 x 100 mm 235 mm 210 mm (19 INJECTION MOLDED BELL/SPIGOT REDUCER INSTALLED SERIES 35 GASKET PART # PIPE SIZE A B C JOINT 0674WT INJECTION MOLDED BELL/SPIGOT REDUCER INSTALLED SERIES 35 GASKET PART # PIPE SIZE A B C JOINT 0674WT INJECTION MOLDED 900 BEND 4" - 12" DIAMETER A� A PART # PIPE SIZE A JOINT 4 in 3.7 in 0499ST ST (100 mm) (93 mm) 4 in 3.7 in 0499WT WT 100 mm 93 mml 18 O 0 O 3.5 1 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL 3130 VERONA AVE HANCOR DUAL WALL BELL INFORMATION NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 2 - DIMENSIONS ARE FOR REFERENCE ONLY OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.18.11 PVC Apw PHN (770) 932.2443 ACTUAL DIMENSIONS MAY VARY TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylopla$t FAX (770) 932.2490 3 - DIMENSIONS ARE IN INCHES TECHNICAL INFORMATION SHOWN HEREIN APPD BY JJC PROJECT NO./NAME www.nyloplast-us.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.18.11 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 6 IN ADS N121HANCOR DUAL WALL CLEANOUT IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02011 NYLOPLASTDWG SIZE A I SCALE 1:3 SHEET 1 OF 1 DWG NO. 0674AG REV B PART # PIPE SIZE A B C 3 in 2.5 in 3.3 in 4.8 in 0364AA 83 mm 4 in 2.5 in 3.3 in 4.8 in 0464AA 102 mm 64 mm 83 mm 121 mm 4 in 3.3 in 4.5 in 5.0 in 0465AA 102 mm 83 mm 114 mm 127 mm 4 in 2.6 in 2.6 in 4.6 in 0466AA 102 mm 65 mm 65 mm 118 mm� 6 in 3.6 in 5.6 in 6.4 in 0664AA 152 mm 92 mm 143 mm 163 mm 0664AC* 6 in 3.6 in 5.6 in 6.4 in 152 mm 92 mm 143 mm 163 mm DOWNSPOUT ADAPTERS A B " Part 0664AC is PVC SNAP CONNECTION C DRAWING #: 6000 DRAWN BY: JCB 03.20.07 //AMAPPROVED BY: JCB 06.28.07 NOTE: ALL DIMENSIONS ARE NOMINAL REVISIONS: NJP 06.20.07 © 2021 Advanced Drainage Systems, Inc. Advanced Drainage Systems, Inch 00 SANI-21 TM PVC SEWER PIPE SPECIFICATION DATA D3034 R F679 SEWER SPECIFICATION DATA Diamond gravity sewer pipe 4 inches through 60 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. A listing to CSA B182.2 is available for most of these sizes. A complete listing by manufacturing plant is available upon request. Pipe sizes 4 inches through 60 inches are made with an integral bell "water -tight" joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and reference marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. SANI-21 TM RIEBER JOINT ILLUSTRATION D3034 R F679 SEWER SPECIFICATION Nominal Pipe Size in. (mm) 4" (100) DATA Outside Diameter Inches 4.215 Bell Socket Diameter Inches 5-1/4 Insert Mark Inches 4" Min. Wall Thickness D• Inches 0.162 Min. Wall Thickness Inches Min. Wall Thickness D• 4. Inches 0.120 6" (150) 6.275 7-1/2 4-1/8" 0.241 0.180 8"(200) 8.400 9-7/8 4-7/8" 0.323 0.240 10"(250) 10.500 12-3/8 5-1/4" 0.404 0.300 12"(300) 12.500 14-5/8 5-1/2" 0.481 0.360 15" (375) 5.3 0.588 0.437 sm 18"(450) 18.701 21-3/4" 7-3/4" 0.671 0.584 0.499 47 -PW - 24"(600) 24.803 28-3/4" 8 1/2" 0.889 0.775 0.661 27" (675) 27.953 32-1/2" 11-1/8" 1.002 0.874 0.745 30" ciod (750) 32.000 37-1/4" 13-5/8" 1.148 1.000 0.853 3 " ciod 900 38.300 43-1/4" 13-7/8" 1.373 1.197 1.021 42" ciod (1050) 44.500 53" 16-3/4" 1.596 1.391 1.187 48" ciod (1200) 50.800 60" 16-7/8" 1.822 1.588 1.355 54" ciod (1350) 60" ciod (150 57.560 67" 111111 17" 2.064 III 1.799 926 1.535 1.643 Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchases" "Possession of this page does not constitute an offer of sale" `Tolerance of +/- 1/4" allowed" 17 DPCPIPE.COM 11-800-PVC-PIPE DIAMOND 00 PLASTICS® C O R P O R A T I O N $ANC-21' PVC SEWER PIPE SPECIFICATION DATA SAN I-21 TM PHYSICAL PROPERTIES OF ASTM D3034 R F679 PIPE MATERIALS: PIPE SHALL BE MADE OF PVC PLASTIC HAVING A MINIMUM CELL CLASSIFICATION OF 12JOR 12364 AS DEFINE IFICATION D1784. Specific Gravity D792 1.40/1.40 Tensile Strength, psi D638 7,000/6,000 Tensile Modulus, psi D638 400,0001440,000 IZOD Impact Strength, ML D256 .65ft., Ib./in. SHORT FORM Specification for Diamond PVC Solid -Wall Sewer Pipe SDR 26 or SDR 35 or PS 46, PS 75, or PS 115. All PVC Solid -Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. All PVC Sewer Pipe must meet dimensional, chemical, and physical requirements as outlined in ASTM D3034 orASTM F679. Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321, Uni-Bell's Uni-Pub 6 and the manufacturer's recommendations. SAN 1-21 TM LOADING ASTM D3034 R F679 LOADING Nominal Pipe Size in. (mm) 4" (100) CHART Outside Diameter Inches 4.215 Bundle Quantity 60/69/84 *Feet Per 14, 20,160 / 21,168 / 23,184 Truckload 20' 20,160 / 24,288 6" (150) 6.275 24/32 10,080 / 10,75J11r 10,240 / 11,264 8" (200) 8.400 18/24 5544 / 6048 5280 / 5760 10.5 240 12" (300) 12.500 8/16 2688 2560 15" (375) 15.300 1512 1440 18" (450) 18.701 2/3/4/6 1050 1000 21" (525) 22.047 NEW 672 640 JMMPW 24" (600) 24.803 4 504E / 672W 480E / 640W 27" 675 27.953 378 360 30" (750) 32.000 3 252E / 378W 240E / 360W 36" (900) 38.300 2 160 42"(1050) 44.500 2 168 48" ( 1 84 54" (1350) 60" (1500) 57.560 61.610 1 1 42E / 84W 42 Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchases" "Current loading chart from the plant closest to your location can be found by visiting our website, dpcpipe.com" "Possession of this page does not constitute an offer of sale" DIAMOND 00 PLASTICS® A CR Q PVCPIPassociatE ll�ll DPCPIPE.COM 1-800-PVC-PIPE 18 C O R P O R A T I O N Submittal Datasheet APPLICATIONS: SIZE RANGE: FEATURES: STANDARDS: it MULTI FITTINGS HIGHER STANDARDS" '1'RENCII '1'011" I1 PLUSH SDR35 Gasketed Sewer Fittings • Gravity Sewer Systems • Stormwater and Drainage Molded: 4" — 18" Fabricated: 18" — 60" • The widest size range of molded fittings (up to 18" diameter) available in the industry. • Locked in gaskets on molded fittings. • Third party certified joints to withstand a minimum of 15 psi hydrostatic pressure and a -10.8 psi vacuum. • Molded fittings are structurally reinforced to a heavier wall thickness at key areas to ensure maximum durability during installation and for the long term. • Unsurpassed strength while maintaining flexibility and toughness. • Proven track record of performance for over 60 years. CIP - CSA B182.2: PSM type Polyvinyl Chloride (PVC) sewer pipe and fittings `Isil' ASTM F1336: Standard Specification for Polyvinyl Chloride (PVC) Gasketed Sewer Fittings q I ASTM D3034:Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings NO 3624-135: Unplasticized Polyvinyl Chloride (PVC-U) Pipe and Fittings — Pipes of 200mm to 600mm in Diameter for Underground Sewage and Soil Drainage DAMNNAML201207 E3 AMERICAN Fastite° Joint Pipe For Water, Sewage or Other Liquids AMERICAN Fastite Joint Pipe in sizes 4"- 64" for water, sewage or other liquids has the proven long -life and high -strength qualities inherent in pipe produced centrifugally in accordance with AWWA C151. In addition, this significant AMERICAN development, a dependable, single gasket, push -on type joint meeting the requirements of AWWA C111, affords the customer lower joint cost and time -saving advantages in installation. It pro- vides exceptional strength and flexibility and has been widely accepted by engineers, con- tractors and utility officials since the 1950s. For added flexibility during construction, and for possible elimination of bends, a liberal 5° allowable deflection is standard in all sizes through 30", offering 21" offset in a 20' length of pipe. Liberal deflection can also be provided in larger diameter pipe with standard and Special Fastite Deflection Bells. The patented AMERICAN Fastite Joint embodies many advanced design features and is rated for a water working pressure of 350 psi. For specific conditions, ductile iron piping with this joint has been approved for much higher pressure conditions. The socket, which is scien- tifically designed with two gasket recesses and a dividing buttress, is manufactured to close toler- ances so that the gasket is self-centered, securely confined, and firmly compressed for a perma- nent, tight, trouble -free joint. The Fastite joint seal, bubble -tight under vacuum and external pressure, becomes even tighter with the appli- cation of internal pressure due to a specially designed wedging surface in the socket. Fastite Joint Assembly The bell opening is slightly tapered to provide easy entry of the pipe end; the flared socket design permits liberal joint deflection. 2-6 The plain end of the pipe is tapered or rounded to facilitate entry into the bell and self -centering in the gasket. On pipe cut in the field, the plain end can be easily beveled and smoothed by the use of a portable grinding wheel or other suitable apparatus. Methods of cutting ductile iron pipe are described in Section 3. A stripe is painted on the plain end of AMERICAN Fastite Joint Pipe to provide a visual means of checking the joint alignment and to assure proper insertion. See page 2-10 for detailed assembly instructions. Fastite Gasket The Fastite Joint sealing component —a molded synthetic rubber ring gasket of two hardnesses, shaped to fit the configuration of the gasket socket —is manufactured per all requirements of ANSI/AWWA C111/A21.11 and under AMERICAN's own rigid specifica- tions, assuring closely controlled dimensional and hardness properties. The smaller end of the gasket is of harder rubber, approximately 85 durometer hardness, which provides a strong shoulder for self -centering on the gas- ket buttress, a permanent seal against cold flow, and protection from deterioration. The larger end of the gasket is of softer rubber, approximately 65 durometer hardness, provid- ing ease of assembly and positive sealing. The design assures effective sealing at low or high pressures and in straight or deflected joint alignment. It also eliminates any concerns of infiltration or root intrusion, and assures posi- tive sealing against negative pressure, thus preventing gasket "pullout" should a vacuum be created in the line. A taper on the inside of the gasket allows the entering pipe to locate and center on the hard section and reduces friction loads during subsequent assembly. The snug fit and the hard section of the gasket, in conjunction with the design of the buttress, act to restrain the gasket against dislodgment during assembly. Additional internal pressure results in increased tightness of the seal when pipe is either in straight alignment or deflected. Gaskets made of SBR (Styrene Butadiene Rubber) are standard. For information on gas- kets made of special types of rubber, for applications involving air or liquid tempera- tures in excess of 150°F, or for chemical, hydrocarbon or other special service applica- tions, and for installations in contaminated soils where permeation through gaskets might be a concern, consult AMERICAN for recom- mendations. See Table 2-1. Fastite Lubricant AMERICAN Fastite Joint Lubricant is a non -toxic water soluble material imparting nei- ther taste nor odor to the conveyed water and is ANSI/NSF 61 approved. The lubricant is suitable for use in hot or cold weather and will adhere to wet or dry pipe. AMERICAN Fastite Joint Pipe Table No. 2-1 can be assembled when submerged, though for such installation, special AMERICAN underwater joint lubricant is recommended. See Table No. 2-5 for appropriate lubricant quantities. Fastite Joint Materials Standard joint materials include Fastite plain rubber gaskets and a sufficient supply of Fastite joint lubricant. Fastite pipes are most often readily joined with available excavating equipment; however, assembly tools can be supplied by AMERICAN on a loan basis with a nominal deposit which is refundable upon return of tools in good condition. Fittings AMERICAN Fastite or Flex -Ring fittings and AMERICAN Mechanical Joint Fittings are used with Fastite Joint pipe. See Sections 4 and 5. Coating and Lining AMERICAN Fastite Joint Pipe can be fur- nished asphaltic coated, cement lined, or with special coating or lining where required. See Section 11. Fastite Gaskets Common Name or Trade Name* Chemical Name Maximum Service Temperature— Common Uses Water & Sewer Air Plain Rubber Styrene Butadiene 150°F 150°F Fresh Water, Salt Water, Copolymer(SBR) Sanitary Sewage Plain Rubber Styrene Butadiene 150°F 150°F Electrical continuity for thawing (conductive) Copolymer(SBR) of Service Water and Sewage FPDM Ethylene Propylene 212°F 200OF Water, Sewage, Ketones, Diane Monomer Dilute Acids and Alkalies, Vegetable Oil, Alcohols, Air Neoprene Polychloroprene(CR) 200oF 180°F Fresh Water, Sewage Nitrile Acrylonitrile 150°F 150°F Non -Aromatic Hydrocarbons, Buna-N Butadiene(NBR) Petroleum Oil, Hydraulic Fluids, Fuel Oil, Fats, Oil, Greaset Fluoroelastomer FKM 212°F 300OF Aromatic Hydrocarbons, Gasoline, Fluorel Refined Petroleum Products, most Viton@*** Chemicals and Solvents, High Temp., Air (Least permeable of all available Fastite gasket rubbers) *AMERICAN reserves the right to furnish any Trade or Brand rubber for the chemical formulation specified. —Temperature is in reference to conveyed fluid. Lubricating oil in air can adversely affect SBR and EPDM performance. SBR, Nitrile and Neoprene are not recommended for hot air exposure in wastewater treatment systems. ***VitonS is a registered trademark of DuPont Dow Elastomers. Refer to Section 11 for temperature and service capabilities of pipe linings. Refer higher temperatures or other special requirements to AMERICAN for recommendations regarding suitable gasket material. }This gasket rubber is chemically resistant in the non -potable water uses shown but is not as resistant to permeation in potable water applications as FKM. All Fastite gaskets made from the materials in the above table are suitable for use with water containing normal concentrations of chloramine. Where increased resistance to chloramine is desired, neoprene or fluoroelastomer matey als should be considered. 2-7 E3 AMERICAN Fastite° Joint for Ductile Iron Pipe ANSI/AWWA C111/A21.11 Standard Dimensions Table No. 2-2 Dimensions in Inches Size Nominal A D P in. Laying Length ft. Outside Diameter Depth of Socket Bell O.D. 4 18 4.80 3.31 6.40 6 20 6.90 3.38 8.60 8 20 9.05 3.75 11.16 10 20 11.10 3.75 13.25 12 20 13.20 3.75 15.22 14 20 15.30 5.23 17.73 16 20 17.40 5.23 19.86 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.50 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.80 8.00 54.71 54 20 57.56 8.50 61.65 60 20 61.61 8.75 65.80 64 20 65.67 9.00 70.04 "Dimensions subject to change at our option. Check AMERICAN if exact dimensions required. See Section 3 for additional information on ductile iron pipe. See Sections 4 and 7 for information on Fastite fittings. 2-8 AMERICAN Fastite® Joint Pipe Allowable Joint Deflection -- - ---- -- Y -- T — y — X Table No. 2-3 Maximum Recommended Deflectiont Nominal Standard Bell Special Deflection Bell Size Laying X Offset per Y Radius of X Offset per Y Radius of in. Length ft Nominal Deflection Angle Curve* Nominal Deflection Angle Curve* Length in. ft. Length in. ft. 4 18 19 5° 206 6 20 21 5° 230 8 20 21 5° 230 10 20 21 5° 230 12 1 20 21 5° 1 230 14 20 21 5° 230 16 20 21 5° 230 18 20 21 5° 230 20 20 21 5° 230 24 20 21 5° 230 30 20 21 5° 230 - - 36 20 17 4° 285 21 5° 230 42 20 12 3° 380 21 5° 230 48 20 12 3° 380 17 4° 285 54 20 12 3° 380 17 4° 285 60 20 12 3° 380 17 4° 285 64 20 12 3° 380 17 4° 285 *Approximate radius of curve produced by a succession of nominal lengths of pipe fully deflected. tSpecial Deflection Bells must be specifically ordered and will be marked with white bell face for easy identification. For easiest assembly, the joints should be assembled with the pipe in reasonably straight alignment. After joint assembly, the pipe may be deflected up to the maximum shgwn above. Offset distances are based on 20' lengths. Maximum Allowable Separation Table No. 2-4 Size in. S Separation in. 4 6 /s 8 10 '%a 12 1% 14 1'A6 16 1X 18 1'A 20 1% 24 2% 30 2% 36 2% 42 2% 48 2X 54 2% 60 3A 64 1 3% Maximum Allowable Separation, "S", in Standard Bell pipe is approximately equal to the median pipe diameter in inches times the sine of the deflection angle. This is provided for information only and should not be used to determine precise joint deflection. R = Radius of Curve (ft.) Y = Deflection Angle (degrees) Radius of Curve = Nominal Laying Length 2 x Tangent (Y + 2) 2-9 E3 AMERICAN Fastite® Joint Pipe Assembly Instructions The AMERICAN Fastite Joint is a push - on type joint meeting all the rigorous requirements of AWWA C111. The ANSI/AWWA C600 Standard covers in detail the installation of ductile iron water mains, including assembly instructions for push -on joint pipe. Field -cutting of AMERICAN Ductile Iron Pipe can be easily performed, thus eliminat- ing the necessity for factory -made special lengths of Fastite pipe. The plain end of Fastite pipe cut in the field requires little or no preparation for assembly into the socket of a mechanical joint fitting. Where a cut pipe is to be assembled into a Fastite socket, the required beveling or rounding of the plain end can be easily accomplished by the use of a portable grinding wheel or other suitable apparatus. Methods of cutting duc- tile iron pipe are described in Section 3. The AMERICAN Fastite Joint requires only one joint component, the rubber gas- ket*, which when properly installed, fits snug- ly in the gasket recess in the bell socket. A special lubricant supplied with the pipe is applied to the plain end and the inside surface of the gasket before assembly. The pipe end is tapered or rounded to provide self -centering of the plain end in the gasket and ease of assembly. A circumferential stripe on the plain end provides a visual indication for checking the proper insertion of the joint. The stripe, shown in the photographs illustrating assem- bly methods, passes fully into the bell when the plain end is fully inserted into the socket Photo 1 with the two lengths of pipe in straight alignment. Joints can then be safely deflected up to the extent shown in Table No. 2-3. In deflected joints, the stripe will typically be visi- ble to some extent after assembly. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench during the jointing operation. The following instructions should be fol- lowed in order to properly assemble the joints and to fully realize the maximum speed and ease of assembly of the Fastite Joint: 1. Clean socket and plain end thoroughly, removing mud, gravel, or any other matter that might cause the front of the gasket to protrude into the path of the entering spigot. 2. Insert gasket fully into the gasket recess of the socket, large end of the gasket entering first. Gasket may be installed with one or two V-shaped folds as shown (Photo 1). After the gasket is in place at the bottom, the top of the gasket is positioned fully into the gasket recess. Gaskets and lubricant to be installed in very cold weather should be warmed first (as by storage in a heated equipment cab or pick-up, etc.) for optimum assembly. 3. Apply a thin film of regular AMERI- CAN Fastite Joint Lubricant to the rounded or tapered spigot end of the pipe, the immedi- ate outside pipe surface between the stripe and the nose of the pipe (Photo 2), and also to the inside surface of the gasket. Special AMERICAN Fastite Joint Lubricant intended specifically for underwater or very wet instal- lations can be supplied when requested. Photo 2 `Gaskets not used immediately should be stored in a cool location, out of direct sunlight. 2-10 Caution: If a spigot end contacts the ground or trench side after lubrication, any adhering dirt or rocks should be cleaned off and the area re -lubricated prior to assembly. 4. Insert the plain end in the socket. For optimum assembly it is preferable that the entering pipe be in reasonably straight align- ment; however, the Fastite Joint may be assembled if necessary with the pipe deflect- ed within its rated deflection. (Exception: If Fast -Grip gaskets are being used, straight alignment must be maintained.) Push the plain end into the socket using any of the applicable assembly methods described hereinafter. If the joint cannot be assembled with a moderate force, remove the pipe and check for the cause of the difficulty, such as improper positioning of gasket, insufficient or wrong type lubricant, dirt under or behind the gasket, dirt adhering to the pipe, or any other cause which would result in obstruc- tion or increased friction between pipe end and gasket surface. For assurance of proper assembly, a thin automotive, blade -type feeler gauge can also be used if desired for quick and easy probe confirmation of cor- rectly installed axial gasket position around the joint. 5. "Backwards" installation. AMERICAN does not recommend "backward laying" (bells assembled over spigots, rather than spigots inserted into bells as pictured in this literature) of large -diameter ductile iron pipe in buried installations. AMERICAN can furnish bell and plain end fittings to minimize the need for backward pipe laying. Other devices such as sleeves and couplings may also be employed for this reason. However, if this condition cannot be avoided, we strongly recommend that installers contact AMERICAN for instructions on how to reduce the potential for problems that could occur when assembling pipe in this manner. AMERICAN Pipe Assembly Mechanisms In general, Fastite joints or other Fastite gasketed pipes may be readily pushed or pulled together without the need for com- plicated tools or substantial manpower. This is most often accomplished with the proce- dures discussed on page 2-14. In general, the joints of AMERICAN push -on pipes are purposefully "tight," and most joints require an assembly force of about 100 to 200 pounds or more of assembly force per inch of pipe diameter (i.e. a 12" joint might require about 12 x 100 or 1,200 pounds of assembly force). In pulling operations, simply wrap a sound wire rope choker cable or nylon sling around the barrel of the entering pipe. Secure the thimble eye or other end loop of the choker to a suitably anchored pulling device (e.g. backhoe, come -along, etc.). Use the mechanism to pull the cable taut in Photo 3 the assembly direction (Photo 3). Continue pulling the cable in a smooth, continuous motion until the joint is in the fully assembled position. If desired for special conditions, AMERICAN can furnish suitable, simple come-alongs and choker cables for man- 2-11 E3 Figure 1 power assembly of most 4"-24" pipes (See Figure 1 and specify pipe sizes involved). The joints may normally be disassem- bled in a similar manner, reversing the direction of the pull with the choker cable (Photo 4). It is also sometimes helpful to use rebating or wiggling deflection to aid in the disassembly of push -on joint pipes, par- ticularly when pipes have been installed for some time prior to removal. Photo 4 Large pipes are most often readily pushed or pulled together with heavy exca- vating/earth moving equipment available on - site (see page 2-14). In cases where assembly of pipes by manpower is desired, AMERICAN can provide special assembly tools and rigging which can be used for assembling most pipes of all sizes (Photo 5). These tools consist of a heavy-duty roller chain hoist, a steel pipe -end hook and snatch block, and associated wire s 4 Photo 5 2-12 rope and chain tackle (Photo 5) to attach all the rigging together to effect "double line" assembly from the top of the pipe (Photo 6). The snatch block pulley and twin line rigging approximately doubles the assembly force from the strong come - along, making possi- ble the assembly of up to 64" full-length pipe joints from the top of the pipe (Photo 7). Fittings and Short Photo 6 Pipes Push -on fitting or Photo 7 short pipe joint assembly is basically the same as that of standard length pipe, though special rigging may be necessary to hold these short items reasonably stable for assembly. See also Push -On Fittings Assembly Instructions in Section 4. Field Rounding Occasionally, field rounding of pipe ends may be necessary to accomplish assembly, particularly when large -diameter pipes are cut to be assembled into mechanical joints or couplings. Need for rounding in assembly of mechanical or stuffing -box -type joints can be predetermined by a difficulty in sliding the gland or end ring over the end of the pipe. Rounding may be accomplished in the fol- lowing manner using a mechanical jack and shaped blocks. (Note: This procedure may also be used with the assemblies involving push -on joint pipe, fittings, valves, etc.; how- ever, rounding is less frequently necessary for assembly of push -on joints.) 1. Measure/determine the minimum (minor) diameter of the ends to be rounded. 2. Place the jack and the shaped blocks in line with the minor diameter as shown in the attached sketch using a sound 4"x4" spacer timber cut square to the required length to take up the space. 3. Apply a load carefully with the jack only until the "minimum diameter equals the maximum diameter," or until the gland will easily slip over the end. No more jacking should be attempted or necessary - DO NOT ATTEMPT TO PERMANENTLY ROUND END. 4. After the joint is completely assem- bled and the bolts (if involved) are uniformly tightened to the required torque, carefully relax and remove the jack and timbers from the pipe. Note: Field rounding operations should be conducted without backfill on any part of large -diameter pipes and prior to encasing any part of pipe in concrete. If the inside of the pipe cannot be accessed to remove jack- ing materials, pipe ends can alternatively be rounded using external clamping means. AMERICAN Fastite® Joint Lubricant Requirement by Size of Pipe .41 ~r JV, 64" AMERICAN Fastite Joint pipe being installed in a wastewater application. Table No. 2-5 Pipe Size Approx. Pounds Approx. No. of in. of Lubricant Joints per Pound per Joint of Lubricant 4 .03 33 6 .045 22 8 .06 17 10 .07 14 12 .08 12 14 .09 11 16 .11 9 18 .12 8 20 .14 7 24 .17 6 30 .30 3 36 .36 3 42 .44 2 48 .50 2 54 .59 2 60 .66 1 64 .71 1 2-13 E3 AMERICAN Fastite® Joint Common Assembly Methods In seeking ways to take even greater advantage of the cost -reducing features of the Fastite Joint, utility contractors have developed other methods of assembling this joint without special tools. The following methods are described for the information of the user, who may elect to use them at his discretion, keeping in mind that these meth- ods may not be effective for all installations and under all field conditions. Spade or Crowbar Method This is applicable to the smaller sizes of AMERICAN Fastite Joint Pipe, and con- sists of centering the lubricated end of the entering pipe in the gasket and then pushing against the bell face of the enter- ing pipe with a spade or crowbar driven into the ground in front of the bell face. This method requires the trench bottom to be fairly firm soil. The method may not be effective in a rocky trench or with a trench that is soft, muddy or sandy. A wooden block between the bell face and the pry bar may increase the leverage. Easier assembly is effected if the pipe is suspended an inch or so off the bottom of the trench. Backhoe and Heavy Equipment Methods These methods are usually applicable to the intermediate and larger sizes of AMERICAN Fastite Joint Pipe where the bar method might not be effective. It consists of centering the end of the enter- ing pipe in the gasket as the pipe to be assembled is suspended from the back - hoe. Then it can be pulled into the adjoin- ing socket with the pipe sling by moving the backhoe arm toward the previously assembled pipe. In other instances, the pipe may be assembled by placing the backhoe or other earth mover bucket or blade against the bell face of the entering pipe and pushing it into the socket. When pushing against the bell face, care should be taken to avoid very small contact areas and possible damage to the pipe bells or spigots. Wood cushions between the backhoe bucket and the pipe are particu- larly effective in preventing damage. 2-14 Spade or Crowbar Method Backhoe and Heavy Equipment Methods E3 AMERICAN Ductile Iron Pipe ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes Table No. 3-12 Outside SPECIAL THICKNESS CLASSES -Wall Thickness in Inches* Size in. Diameter 50 57 52 53 54 55 56 in. 4 4.80 - .26 .29 .32 .35 .38 .41 6 6.90 .25 .28 .31 .34 .37 .40 .43 8 9.05 .27 .30 .33 .36 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .47 12 13.20 .31 .34 .37 .40 .43 .46 .49 14 15.30 .33 .36 .39 .42 .45 .48 .51 16 17.40 .34 .37 .40 .43 .46 .49 .52 18 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 .51 .54 24 25.80 .38 .41 .44 .47 .50 .53 .56 30 32.00 .39 .43 .47 .51 .55 .59 .63 36 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 54 1 57.56 1 .57 .65 1 .73 1 .81 .89 .97 1 1.05 *These are Special Thickness Classes as shown in AWWA C150 and C151. They were previously designated standard thickness classes. AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Special classes are most appropriately used for some threaded, grooved, or ball and socket pipes or for extraordinary design conditions, and they are generally less available than standard pressure class pipe. For pressure rating and maximum depth of cover capabilities of Special Thickness Classes, check AMERICAN. These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3-11, or may be calculated by using the design formulas shown in AWWA C150. 3-20 AMERICAN Linings for Pipe and Fittings The principal standard covering cement lining is ANSI/AWWA C104/A21.4. This and other standards are referenced throughout this Section either by the full ANSI/AWWA designation or by only the AWWA numbering, such as AWWA C104. Along with technical and metallurgi- cal advancement in piping materials, research on lining requirements for pipe and fittings has resulted in the develop- ment of linings to meet many different service requirements. AMERICAN offers several types of linings, the most common being cement lining. Pipe and fittings furnished by AMER- ICAN are offered unlined or with linings as follows: 1. Cement Lined per AWWA C104. 2. Asphaltic Lined per AWWA C110, C115 or C151. Cement Cement -mortar lining for ductile iron pipe and ductile and gray iron fittings for water service is in accordance with ANSI/AWWA C104/A21.4. Cement -lined pipe is also furnished for some sewage service and a number of other applications. In fact, most pipe furnished is cement lined, providing improved flow char- acteristics and the required protection against internal corrosion. The cement lining is satisfactory for temperatures up to 212°F. If asphaltic seal coat is furnished, the lining is only adequate for temperatures up to 1507. For other services contact AMERICAN regarding temperature limitations of cement lining. The first recorded installation of cement -lined gray iron pipe was in 1922 at Charleston, S.C. This lining was developed by the Charleston Commission of Public Works in cooperation with American Cast Iron Pipe Company. Since this beginning, AMERICAN has furnished most of its pipe with cement lining. The lining is applied cen- trifugally with the speed of rotation designed to produce a smooth waterway surface, minimal voids, yet retaining enough moisture for proper curing. AMERICAN cement -lined 3. Fusion -Bonded Epoxy (for 4"-16" Fastite fittings) per AWWA C116. 4. PROTECTO 401 Lined - Ceramic Epoxy Lined. 5. Special Lining - for unusual service conditions. Lining pipe and fittings are listed by ANSI/NSF Standard 61 for potable water contact. Flow tests on cement -lined pipe under varying service conditions have established that the Hazen -Williams flow coefficient remains as expected at about 140, and flow tests on cement -lined, large -diameter AMERICAN Ductile Iron pipe have confirmed flow coefficients much higher than 140. Handling Cement -Lined Pipe and Fittings Pipe and fittings with cement lining should be handled with rubber -covered hooks or other type equipment to prevent damage to the cement lining. Bare fork lift arms or bare hooks should not be inserted into open ends. Characteristics of Cement Lining AWWA C104 allows for surface crazing and cracks of a specified nature and magni- tude. Occasionally cracks and looseness in linings may occur prior to installation, partic- ularly where pipe is stored for a considerable time. Many years' experience with cement - lined pipe and fittings has verified that this condition is not detrimental to the perfor- Z3 mance and effectiveness of the lining. When a cement -lined pipe is placed in service and filled with water, two reactions begin immediately. The first is a gradual elimination of the temperature differential between pipe and lining, thus eliminating any stresses in the lining due to this condi- tion. Secondly, the lining begins to absorb water. Water is absorbed into the pores of the cement and into the capillary channels of the calcium silicate gel. The water absorption causes the lining to swell, restoring it to inti- mate contact with the pipe wall and virtually closing any cracks present in the lining. This swelling process is relatively slow, taking up to several weeks for the lining to be restored to its maximum volume. This process has been demonstrated on a number of occa- sions to the satisfaction of customers, con- tractors and engineers by immersing a pipe or fitting in water for one or two weeks. After a period of exposure to water, not only does the lining tighten against the pipe wall and the cracks close, but finally the sur- faces of the cracks actually re -bond. This occurs by a process called autogenous heal- ing. This phenomenon, long recognized by the cement industry, has been documented by laboratory tests to occur in cement -lined ductile pipe. In one test, a 48" ductile iron pipe with severely cracked cement lining was held half full of water for several months. At the end of that period, the lining both above and below the water surface was found to be tight, with all cracks either healed com- pletely or sealed by the formation of calcium carbonate. Field inspections of lines that have been in service for many years have verified the laboratory results; cement linings do tighten and heal in service and provide the corrosion protection to the pipe and the high flow coefficients for which they were designed. Field Repair of Damaged Cement Linings Cement lining will withstand normal handling; nevertheless, pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service. 11-2 AWWA C104 provides that damaged lining may be repaired, and the following repair procedure is recommended: 1. Cut out the damaged lining to the metal. Square the edges. 2. Thoroughly wet the cut-out area and adjoining lining. 3. With the damaged area cleaned and the adjoining lining wet, spread the mortar (see recommended mix below) evenly over the area to be patched. (See Table No. 11-1, next page, for lining thicknesses.) After the lining has become firm and adheres well to the surface, finish it with a wet 3" or 4" paint brush or similar soft bristle brush. 4. The repaired lining should be kept moist by tying canvas, wet burlap, or other wrap over the ends of the pipe or fitting for at least 24 hours. As an alternative the repaired lining may be seal coated with a cut back type of asphaltic seal coating. This must be sprayed or brushed on within five to 30 minutes after lining. To maintain NSF certification, patch must be made using a NSF certified cement for 4" pipe and larger, or the patch must be topcoated with NSF certified asphalt paint. Recommended Cement Mix Cement mix by volume: 3 Parts Portland Cement; 2 Parts Clean Sand; neces- sary water for slump of 5" to 8". The sand should be free of clay and screened through a No. 20 Screen. Precautions 1. Mortar for lining should not be used after it has been mixed for more than one hour. 2. Too rapid a loss of moisture from fresh linings due to hot weather or high wind will prevent proper cure, resulting in the lin- ing being soft and powdery. To prevent this loss of moisture, (a) do not line hot castings and (b) close the ends of the castings with wet burlap. 3. Fresh linings that become frozen will not be serviceable. Avoid lining in freezing weather. Cement Lining ANSI/AWWA C104/A21.4 Thicknesses and Weights Table No. 11-1 Standard Thickness Double Thickness Size Nominal Minimum Weight Weight Minimum Weight Weight Pipe Length n. ft. Thickness Per Foot Per Length Thickness Per Foot Per Nominal in. lb lb in. lb Length lb 4 18 Y,e .87 17 % 1.71 31 6 20 Y6 1.30 26 % 2.57 51 8 20 tis 1.74 35 1A 3.45 69 10 20 tis 2.15 43 1/6 4.28 86 12 20 fs 2.57 51 % 5.12 102 14 20 %2 4.49 90 3/ie 8.93 179 16 20 %2 5.13 103 3A6 10.19 204 18 20 %2 5.76 115 % 11.47 229 20 20 %2 6.40 128 3/�e 12.73 255 24 1 20 %2 7.68 1 154 3/,6 15.31 306 30 20 % 12.76 255 Ya 25.42 508 36 20 ,A 15.31 306 Ya 30.51 610 42 20 'k 17.82 356 Ya 35.53 711 48 20 % 20.35 407 '/a 40.60 812 54 20 'k 22.89 458 1/445.68 914 60 20 % 24.71 494 Ya 49.32 986 64 20 k 26.35 527 '/a 52.61 1052 Weights are based on the minimum lining thicknesses for minimum pressure classes of Fastite ductile iron pipe. Actual lengths and weights may differ from above. Linings may taper at the ends. AMERICAN recommends the use of standard thickness cement lining per AWWA C104 for all normal installations. This 64" Ductile Iron Fastite Joint water transmission main was furnished with stan- dard cement lining for continuing high flow performance. 11-3 41k . CERR,O 'r-m- -w COPPER TUBE - MADE IN THE USA FOR CONSTRUCTION APPLICATIONS CerrotubeTM is the original copper tube for plumbing, air conditioning and refrigeration applications in residential, commercial and industrial installations. CerrotubeTM is approved for both domestic water and below grade facility water. Cerro provides a complete range of sizes and types, engineered to exact specifications to meet the highest standards of performance. ., I 1 111104 .V Copper Hard 10 ft. straight Green Domestic water ASTM B88 Water Tube, 20 ft. straight service and Type K distribution, fire (heavy wall) Soft 20 ft. straight protection, solar, 40 ft. coils fuel/fuel oil, HVAC, 60 ft. coils snow melting, 100 ft. coils compressed air, natural gas, liquefied petroleum (LP) gas, vacuum Copper Hard 10ft.straight Blue Domestic water ASTM B88 Water Tube, 20 ft. straight service and distribu- Type L tion, fire (medium Soft 20 ft. straight protection, solar, wall) 40 ft. coils fuel/fuel oil, HVAC, 60 ft, coils snow melting, 100 ft. coils compressed air, natural gas, liquefied petroleum (LP) gas, vacuum Copper Hard 10 ft. straight Red General plumbing ASTM B88 Water Tube, 20 ft. straight and heating pur- Type M poses; (light wall) drainage waste, vent and other light pressure uses. Copper Hard 10 ft. straight Yellow Drainage waste, ASTM B306 Drainage 20 ft. straight vents, soil and other Tube, non -pressure Type DWV applications 10 l A Marmon/Berkshire Hathaway Company TYPICAL USES INCLUDE: • Type M - above ground residential and light commercial uses. (Sizes range from 3/8" - 8" diameter) • Type L - residential and commercial uses. (Sizes range from 1/4" - 8" diameter) • Type K - underground residential, commercial and industrial uses. (Sizes range from 1/4" - 8" diameter) • Type DWV - ASTM B306: used for drainage, waste and vents Copper UNS No. C12200 Types K, L, and M ASTM B88 NOTE: Color marking is not applicable to soft annealed tube in straight lengths or coils. Manufacturer of Pipe Fittings and Fabrications XMINDUSTRIES.COM Typical Specification JCM 406 Coated Service Saddle with Double Stainless Steel Straps Service Saddles for pipe sizes 2" through 12" shall have a wrap around design with a ductile iron body, fusion plastic coated. The coating thickness shall be a minimum of 12 mils with a dielectric strength of over 12,000 volts. The gasket shall be a broad pressure activated design, molded of virgin rubber and bonded into a cavity in the saddle body which provides internal as well as external gasket retention. The straps, bolts, nuts and washers shall be 18-8 stainless steel with all welds passivated for resistance to corrosion. The combined strap width shall be 3-1/4" to provide a wide stance on the pipe. Service saddles for pipe sizes 14" through 24" shall have two (2) 2-3/4" wide stainless steel straps. Service Saddles shall be JCM 406 or approved equal. JCM 400 Series Service Saddles meet or exceed ANSI/AWWA C-800 Standard for Underground Service Line Valve and Fittings. Meets Uni-Bell Handbook of PVC Pipe/AWWA Manual M23 Design and Installation of PVC Pipe. JCM 400 Series Service Saddles are ANSI/NSF Standard 61, Annex G and ANSI/NSF 372 Certified. Fittings are available American Iron and Steel/Build America, Buy America Compliant with special order. This typical specification, provided by JCM Industries, is a proposed guideline for use by specifying agencies to ensure significant design and material features of this product are included within the agencies' individual specifications. JCM 406 Service Saddle Outlet Sizes 3/4" — 1" JCM 406 Service Saddle Outlet Sizes 1-1/4" — 2-1/2" Effective 08.01.2024 P_O. Box 1220, Nash, TX 75569-1220 1 [TF] 800.527.8482 1 [P] 903.832.2581 Manufacturer of Pipe Fittings and Fabrications J1iJJ!J aa��s1J�:� Material Specification JCM 406 Coated Service Saddle with Double Stainless Steel Straps XMINDUSTRIES.CCM JCM Coated Saddles are constructed of ductile iron with a high -density fusion plastic coating and have 18-8 Type 304 Stainless Steel straps, nuts and washers for high corrosion resistance. These saddles meet or exceed ANSI/AWWA C800 Standard for Underground Service Line Valve and Fittings. Body Casting: Wrap around design of Ductile Iron, ASTM A-536 annealed to 60-40-18. Body has a gasket cavity, which provides internal as well as external gasket retention. Gasket: Nitrile Butadiene Rubber (NBR, Buna-N) perASTM D2000. Molded virgin rubberwith a pressure activated hydromechanical design. Gasket is bonded into a cavity for internal and external retention. Gasket temperature range -40oF to 212oF (-40oC—100oC) Gasket suitable for water, salt solutions, mild acids, bases, and sewage. Optional EPDM gasket available. Straps: Stainless steel, 18-8 Type 304, the straps are equal to or greater than the internal diameter of the gasket to provide for proper pipe support and gasket loading. Strap is 14 gauge stainless steel. Straps are passivated for corrosion resistance. Optional 316 stainless steel available. Bolts, Nuts, Washers: Stainless steel, 18-8 Type 304, passivated for corrosion resistance. Nuts coated with Xylan antiseize compound to reduce friction and galling. Nominal Sizes 2" — 3" with 1/2" UNC roll thread, 1/2" stainless washers and heavy hex nuts, nominal sizes 4" and larger with 5/8" UNC roll thread, 5/8" stainless washers and heavy hex nuts. Optional 316 stainless steel available. Coating: Casting is coated with fusion bonded high density blue plastic, 12 mils minimum thickness, with a dielectric strength of over 12,000 volts. Water absorption less than .20% (less than nylon) prevents undercutting and blistering. Pressure Rating: Working pressure is 250 PSI hydrostatic. With proper installation to the manufacturer's instructions, JCM Service Saddles are rated 1.5 times the working pressure of the pipe assuming that does not exceed the capability of the host pipe, up to the maximum rating of the pipe. Inspection of pipe integrity, site conditions, and quality of installation are the responsibility of the end user. Contact the factory if higher working pressure is required. Sizes: See catalog. Standards: JCM 400 Series Service Saddles meet or exceed ANSI/AWWA C800 Standard for Underground Service Line Valve and Fittings. JCM 400 Series Service Saddles are ANSI/NSF Standard 61, Annex G and ANSI/NSF 372 Certified. JCM Industries endorses observance of Uni-Bell Handbook of PVC Pipe/AWWA Manual M23 Design and Installation of PVC Pipe and endorses the recommendations they make for tapping PVC Pipe. Service Fittings are available to adhere to those recommendations. Fittings are available American Iron and Steel/Build America, Buy America Compliant with special order. Information provided based on current data available. Contact JCM Industries Technical Services for modifications or changes. Effective 08.01.2024 P_O. Box 1220, Nash, TX 75569-1220 1 [TF] 800.527.8482 1 [P] 903.832.2581 JCM Coated Service Saddles - Double Straps JCM 406 Coated Saddle - Double Stainless Steel Straps JCM 408 Coated Saddle - Electro Galvanized Straps The JCM 406 and 408 utilize the heavy duty double strap saddle body with a fusion applied, heavy resilient plastic coating. The JCM 406 is furnished with two stainless steel straps. The model 408 is furnished with two electro galvanized steel straps. NOM PIPE SIZE (IN) PIPE O.D. RANGE (IN) WT EA LBS. CTN. QTY. JCM 406 SERVICE SADDLE JCM 408 SERVICE SADDLE BASE CATALOG NUMBER X ADD TAP CODE BASE CATALOG NUMBER X ADD TAP CODE 2 2.35 - 2.63 4 6 *406-0238 X *408-0238 X 2-1/2 2.70 - 3.13 5 6 *406-0288 X -- *408-0288 X -- 3 3.25 - 3.50 7 6 **406-0350 X -- **408-0350 X 3-4 3.80 - 4.13 7 6 **406-0413 X **408-0413 X 4 4.25 - 4.50 10 4 406-0450 X -- 408-0450 X -- 4 4.50 - 4.80 10 4 406-0480 X -- 408-0480 X -- 4 4.74 - 5.45 10 4 406-0545 X 408-0545 X 5 5.50 - 5.56 10 4 406-0556 X -- N/A 6 6.50 - 6.63 10 4 406-0663 X -- 408-0663 X 6 6.63 - 6.90 10 4 406-0690 X -- 408-0690 X -- 6 6.84 - 7.60 10 4 406-0745 X -- 408-0745 X -- 8 8.50 - 8.63 12 4 406-0863 X 408-0863 X 8 8.63 - 9.05 13 4 406-0905 X -- 408-0905 X -- 8 8.99 - 9.79 13 4 406-0963 X -- 408-0963 X -- 10 10.60 - 10.75 14 3 406-1075 X -- 408-1075 X -- 10 10.75 - 11.10 14 3 406-1110 X -- 408-1110 X -- 10 11.10 - 11.40 14 3 406-1140 X -- 408-1140 X -- 10 11.00 - 12.25 14 3 406-1225 X -- 408-1225 X 12 12.75 - 13.20 16 3 406-1320 X -- 408-1320 X -- 12 12.75 - 13.50 16 3 406-1350 X -- 408-1350 X -- 12 13.10 - 14.38 16 2 406-1426 X -- 408-1426 X 12-14 14.00 - 15.20 15 1 406-1520 X -- 408-1520 X -- 14 C-905 15.30 15 1 406-1530 X -- 408-1530 X 14-16 15.20 - 16.60 15 1 406-1660 X -- 408-1660 X -- 16 C-905 17.40 16 1 406-1740 X -- 408-1740 X 16-18 17.30 - 18.88 16 1 406-1888 X -- 408-1888 X -- 18 C-905 19.50 18 1 406-1950 X -- 408-1950 X 18-20 19.00 - 20.50 18 1 406-2050 X -- 408-2050 X 18-20 20.50 - 21.50 18 1 406-2125 X -- 408-2125 X -- 20 C-905 21.60 20 1 406-2160 X -- 408-2160 X -- 20 21.35 - 22.60 20 1 406-2260 X -- 408-2260 X -- 20 22.50 - 23.70 20 1 406-2370 X -- 408-2370 X -- 24 23.75 - 25.25 20 1 406-2525 X -- 408-2525 X -- 24 C-905 25.80 20 1 406-2580 X -- 408-2580 X -- 24 25.50 - 26.50 20 1 406-2650 X -- 408-2650 X -- OUTLET SIZES TAP CODES IP TAP CODES CC 1/2" 04 - 3/4" 06 07 1" 08 09 1-1/4" 10 11 1-1/2" 12 13 2" 14 15 2-1/2 16 - *Outlets Not available in 1-1/4", 1-1/2", 2" or 2-1/2" **Outlets Not available in 2" CC or 2-1/2" IP HOW TO ORDER 1. Determine O.D. of pipe, outlet type and thread type 2. Select proper model saddle, O.D. range, and tap order cod 3. Refer to saddle listing to determine order number. 4. Add tap code after base catalog number. Example: To fit Cast Iron pipe, 6.98 O.D. with 1 "IP thread, order: 406-0745X081P For electro galvanized strap, order 408-0745XO81P 65 SUBMITTAL INFORMATION Corporation Stops - (F1000-x-NL style) AWWA/CC TAPER THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Solid one piece tee -head and key AWWA/CC Taper Thread Inlet Body Outlet Threads Beveled EPDM rubber gasket provides hydraulic seal -..."v. Length Anti -friction washer Integral clamp contains machined grooves for axial restraint Pack Joint Nut — Outlet — Stainless steel screw activates clamp VALVE SIZE INLET SIZE OUTLET SIZE VALVE LENGTH BODY OUTLET THREADS APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 1/2" 1/2" 1/2" 2-15/16" 1/2" Flare Copper .5 F1000-1-NL 5/8" 5/8" 5/8" 3-7/16" 5/8" Flare Copper 1.0 F1000-2-NL 5/8" 5/8" 3/4" 3-1/2" 3/4" Flare Copper 1.4 F1000-23-NL 3/4" 3/4" 3/4" 3-3/4" 3/4" Flare Copper 1.7 F1000-3-NIL 3/4" 3/4" 1" 3-7/8" V Flare Copper 1.9 F1000-34-NL 1" 1" 1" 4-9/16" 1" Flare Copper 2.7 F1000-4-NL 1" 1" 1-1/4" 4-5/8" 1 1-1/4" Flare Copper 3.2 F1000-45-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NIL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Body design provides larger, more rugged wrench flats for proper installation. • Meets 100 PSI working pressure requirement of AWWA Standard C800. The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/15/17 SUBMITTAL INFORMATION Ball Valve Curb Stop - (B44-xxx-NL style) / uJ PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET AND OUTLET 0 Optional Padlock Wing for locking valve in closed position Solid one piece tee -head A snap ring locks the stem into the and stem \ body of the valve Sturdy stops allow 90" motion and are enclosed and Molded EPDM rubber seats with protected %,�'. ,�'.','; reinforcing ring support the ball Dual EPDM O-rings in the stem '.',', Integral clamp contains machined Beveled EPDM rubber grooves for axial restraint gasket provides hydraulic seal J Pack Joint Nut — Inlet L 1 Pack Joint Nut/ Anti -friction washer Fluorocarbon -coated brass ball Length Image shown above is a B44-444-NL VALVE SIZE INLET SIZE OUTLET SIZE LENGTH APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 3/4" 3/4" 3/4" 3-45/64" 2.1 B44-333-NL 1" 1" 1" 4-1/2" 2.8 B44-444-NL 1" 1-1 /4" 1-1 /4" 5-9/64" 4.0 B44-455-N L 1-1 /4" 1-1 /4" 1-1 /4" 6-21 /64" 6.0 B44-555-N L 1-1/2" 1-1/2" 1-1/2" 5-45/64" 7.3 B44-666-N L 1-1/2" 2" 2" 5-61 /64" 8.8 B44-677-N L 2" 2" 2" 6-47/64" 11.5 B44-777-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Valve is non -directional and is watertight with flow in either direction • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching curb box rod or handle is provided in tee -head • 300 PSI working pressure Optional Padlock Wing for locking valve in closed position. Insert "W" into part number T — Outlet Stainless steel screw activates clamp The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: I I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 08/25/16 32U — Heavy Duty Valve and Service Boxes and Components TY L E R UNION Revised 11/2016 Quality Waterworks Products DOMESTIC 0 NON -DOMESTIC SUBMITTAL: Current revisions for the noted Standards a SIZES: Adjustable Slip and Screw type with standard assembly lengths ranging from 19" to 72" (Lengths noted do not include the addition of risers, extensions, and/or bases). See the catalog or List Price guide for accessories, lids, bases, risers, meter covers, etc. STANDARDS: Produced with Class 35 cast iron in accordance with and meeting all applicable terms and provisions of ASTM A48. All Tyler Union valve boxes when properly installed are suitable for use in conjunction with projects utilizing American Association of State Highway and Transportation Officials (AASHTO) standards and provisions. INSTALLATION: Per AWWA M44, Manual of Water Supply Practices COATING: The asphaltic bituminous coating is applied to a minimum thickness of 1.5 mil and the coating once dry is neither brittle when cold or sticky when exposed to the sun For 411- 1211 Valves 5-1/411 Shaft, Screw Type I 53/4-- 14'll'5%-11 Ill,-6'6 III O 2 J m i ¢ 6 6%2 1 �3�• 0 4 6850 SCREW TYPE VALVE BOX Cast Iron - 2 oiece Extension Cam onents Height 10T + 15B 19-22 10T + 24B 27-32 16T + 24B 27-37 16T + 30B 33-43 16T + 36B 39-50 26T + 30B 36-52 26T + 36B 39-60 26T + 24B + #60 Ext 53-71 26T + 36B + #60 Ext 64-82 For 411 - 1211 Valves For 3" - 20" Valves For 1/211 to 211 5-1/411 Shaft, Slip Type 5-1/4" Shaft, Screw Type Curbstops 53/4� m • -- ____ c7 Q I a � � I L I�^6%� E:nllk ��1 6i2 I 91/¢ � �i 04- 6855 SLIP TYPE VALVE BOX Cast Iron - 2 viece Extension Com onents Heiciht 10T + 15B 19-22 10T + 24B 27-32 16T + 24B 27-37 16T + 30B 33-43 16T + 36B 39-50 26T + 30B 36-52 26T + 36B 39-60 26T + 24B + #60 Ext 53-71 26T + 36B + #60 Ext 64-82 9% v For 4" - 12" Valves 5-1/4 Shaft, Slip Type 7 % w 7126 SLIP TYPE se• VALVE BOX Cast Iron - 2 Piece s Extension Components Height 26T+30B 36-52 1 e�— 26T+36B 39-60 FF9 5j6 5 V4-11 3 7 3/6 r 142 Ir I p > L ' 4n !; e3''4� 6860 SCREW TYPE VALVE BOX Cast Iron - 3 piece Extension Com onents Height 10T + 12B 27-37 10T + 18B 33-42 16T + 24B 39-49 16T + 30B 45-54 16T + 36B 51-60 26T + 30B 45-66 26T + 36B 51-72 16T + 24B + #60 Ext 63-72 26T + 24B + #60 Ext 63-84 26T + 36B + #60 Ext 74-94 NOTE: Base Required, Order Separately It Iw 1 2" r qq J 2'h m Q m Q � — J 3i 6500 SCREW TYPE CURB/SERVICE BOX Extension Components Height 12T + 12B 15-21 12T + 15B 18-24 15T+ 15B 21-27 15T + 21 B 24-33 15T + 27B 30-39 18T + 27B 30-42 18T + 33B 36-48 24T + 33B 36-54 24T + 39B 45-60 30T + 39B 41-64 NOTE: Enlarged Base Available T = —Top B = Bottom Ext = Extension Tyler Union Waterworks — Call Center Information Anniston: (800) 226-7601 Corona: (866) 527-8471 Tyler: (800) 527-8478 SUBMITTAL DATA SHEET EST. 1956 Ms Curb Boxes - 5660 Stationary Rod and Clamp Assembly 1,00 - — - - R 94 REF. • Coated with black dip 1,00 — REF. A REF, MODEL NUMBER A SETTING 5550 12" 2.5' 5660 16" 3' 5550 24" 3.5' 5660 30" 4' 5660 36" 4.5' 5550 42" 1 5' 5660 46" 5.5' 5550 54" 6' 5660 60, 6.6' 5650 66" 7' 5660 72" 7,5' 5660 78" 8' 5550 79" 8' ol" 5660 90, 9' SUBMITTAL INFORMATION CLAMP LAMP 31 REF ,62REF, -------- 56REF CLAMP WELOEO TO ROO BRASS COTTER PIN M. 6EST. 1856 A.Y. McDonald Mfg. Co. Toll Free: 1-800-292-2737 ®;ald 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 0 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: 09-14 0 0 D o O O DIM B DIM A 0 0 0 0 0 DIM D DIM C DIM H DESCRIPTION DIMENSION SCHEDULE PLASTIC INJECTION MOLDED ADJUSTMENT RING CONE SIZE DIM A DIM B 24 33.50 23.75 DIM C DIM D DIM H 5.00 23.25 1.25, 1,50, 2.00, 4.00 MOLDED FROM HIGH DENSITY POLYETHYLENE AS DEFINED IN ASTM 27 36.50 26.75 SPECIFICATION D-4976 30 39.50 29.75 5.00 26.25 1.25,1.50, 2,00, 4.00 5.00 29.25 1,50, 2.00, 3.25 ACTUAL RESIN PROPERTIES WILL VARY ALLOWING FOR THE 32 41.50 31.75 UTILIZATION OF A MAXIMUM PERCENT OF RECYCLED MATERIAL 34 41.50 33.75 5.00 31.25 2.00, 3.00 4.00 33.25 2,00, 3.00 THE PERCENT OF POST CONSUMER WASTE TO INDUSTRIAL WASTE WILL VARY WITH AVAILABILITY AND PROPERTY RETENTION NEEDS COLOR, SHADE AND UNIFORMITY WILL VARY WITH THE MIX OF THE POST CONSUMER AND INDUSTRIAL WASTE MATERIALS DIMENSIONS SHOWN ARE NOMINAL - ACTUAL SIZE WILL VARY WITHIN ALLOWABLE TOLERANCE AND REQUIRED FIT APPROVAL DATE ---------------------- DESCRIPTION SPECIFICATION REFERENCE STANDARD PLATE NO, POLYETHYLENE MANHOLE ADJUSTMENT RING FLAT DESIGN BY Lightweight When working with sewer systems, "lightweight" is rarely a word that comes to mind_ But with the Ladtech` Adjusting Rings and their polyethylene structure it becomes an enormous advantage over concrete. Ladtech's lightweight adjusting rings are manufac- tured from 100% polyethylene recycled plastic. This makes them easy to lift, transport and place. In return, they also reduce on-the-job injury, lower installation costs and promote high production rates. Improve your infrastructure by using the rings that are made from everyday post -consumer plastic waste products. ® Available in several diameter & heights ® Heavy handling equipment not required ® Faster job completion 4 Saves city/county and state life cycle costs Ladtech` Inc. Guarantee Using the Ladtech® Adjusting Rings adds to the durability of any manhole system - A system that's designed to last beyond the !NEXT millennium! Ladtech© guarantees a full ten year replacement warranty, that any damage to the Ladtech` Rings will be replaced at no charge. If a manufacturing defect occurs within the first five years, Ladtech will dig up and replace the faulty product. Ladtech° Inc. has revolutionized the manhole industry by reinventing the manhole adjusting ring. We have simply replaced the old concrete & mortar and brick & mortar system with the high strength HDPE adjusting ring that resists breakage, is compres- sive and impact resistant, and non -corrosive. The Ladtech° Adjusting Rings provide a sealed system that will stand the test of time. Check and see for yourself! Our product is already being used in numerous national and international infrastructures with very positive results! as �asi/y �us�s t 'Qn The biggest risk is to do nothing at a!1! IV As a Contractor or the Designing Engineer, this is what I can expect from the Ladtech' HDPE Mortarless System Eliminate the mixing of mortar! Reduce your overhead and increase your margins! Simply apply an approved (ASTM C-990 and AASHTO M-198) butyl rubber sealant between the Adjusting Rings. The self aligning, easy to install design of the Ladtech Rings assure a quality assembly with no need for rework. Also, there is no mortar required to match grade angles. The specific installation procedures will prevent infiltration and inflow. ® Ease of installation ® Eliminate the mixing of mortar ! Broken and wasted rings are a concern of the past Try our HDPE Rings on your next project! Adjusting Ring Engineered The Ladtech© HDPE Adjusting Rings are designed, manufactured and tested to withstand high load capacity in excess of AASHTO's HS 25 specs. Also manufactured to establish material, quality, and per- formance assurance (ASTM D-1248). ® "Specifiable" and "Inspectable" ® Plastic adjusting rings are imper- vious to the corrosive effects due to sulfuric acid that is created from hydrogen sulfide gases and moisture common to sanitary sewers. ® UV and heat -resistant, perform- ance is not compromised when exposed to sun or hot asphalt. Our specific installation procedures using butyl rubber material as a sealant will produce a positive watertight assembly, virtually elimi- nating the need for rework. This allows Specifying Engineers away to control assembly and installation. Don't just take our word... Greg Brown from Brown & Chris Construction Co., MN, states:'We use the Ladtech Inc. Rings exclusively. We see two major advantages over concrete rings. The substantial weight reduction of the Ladtech Rings and the fact that they don't break....I have found the Ladtech Rings to work better and cost less. Concrete rings are less expensive right up front, but when considering the initial investment then adding the cost for broken and damaged rings and also the fact that Ladtech rings reduce rework costs — using the Ladtech Ring product offers a real economic advantage." Effective While basics of the sewer industry have slowly changed over the years, one product has changed dramatically. Ladtech® Inc. has found an innovative way to save city/county & contractors' life cycle costs and lower production & overhead costs. While conventional concrete rings weigh about 85 Ibs, the Ladtech® Rings are extremely light weight, approximately 6 Ibs, making them durable and quick and easy to install. It takes 50 recycled milk jugs and detergent bottles to make a single 27 inch plastic sewer ring that can eas- ily be handled by one person. ® Installed costs are an advantage over concrete & mortar or brick & mortar Contractors can define & control cost ® Recyclable if product becomes unus- able for any reason Utilize an environmentally friendly product and improve your infrastructure at the same time! 6704 Meadowlark Ct. • Lino Lakes, MN 55038 Office: (877) 235-7464 • (651) 415-1252 Fax: (651) 415-1090 www.ladtech.com E-Mail: adjring@ladtech.com 1040A Cover (2) CLOSED PICKHOLES r 1 1 /2" \Ql1 E� U P / 26" DIA - 1 2 1 /2" 1 /2" I f „�2 1/2 21 1 /2" DIA 25 9/16" DIA - BOTTOM VIEW OF COVER 1 3/8' 2 1 /4" PICKHOLE DETAIL ,,AN ft\ ej F 00, el Product Number 00104020 Design Features -Materials Gray Iron (CL35B) -Load Rating Heavy Duty -Open Area n/a -Coating Dipped -\/Designates Machined Surface Certification - ASTM A48 -Country of Origin: USA Drawing Revision 11/04/2011 Designer: DEW 11/19/2013 Revised By: DVD Disclaimer Weights (lbs./kg) dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property of EJ GROUP, Inc., and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright © 2019 EJ GROUP, Inc. All rights reserved. SECTION Contact 800 626 4653 ejco.com 7010 M 1 Grate 000000000 0000u�000 �MADE �`iUSA � o 0 0 23" 1 1 /4" 2 9/16" 7010M 1 MADE IN USA ASTM A48 CL35B PROD NO. MO/DY/YR X 3 15/ 16" 16 RELIEF AREA (2) PLACES 1 3/1 6" 2" Product Number 00701030 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area 130 sq in -Coating Dipped -/Designates Machined Surface Certification ASTM A48 -Country of Origin: USA Weight: - 144 Ibs Drawing Revision 12/2/2003 Designer: JIJ 3/29/2017 Revised By: DEF Disclaimer Weights (Ibs./kg) dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property of EJ GROUP, Inc., and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright © 2012 EJ GROUP, Inc. All rights reserved. Contact 800 626 4653 ejco.com 1578A Cleanout/Monument Box Cover 1 3/8" 2 PICKHOLE 11 1 /4" F f 3/4" COVER SECTION 1 5/ 16" BOTTOM VIEW PICKHOLE DETAIL 2" 3/ 16" /AWV&\ ,.,;fa vat\ 0 00011M eJ Product Number 00157824 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a -Coating Dipped -/Designates Machined Surface Certification ASTM A48 -Country of Origin: USA Drawing Revision 5/22/2003 Designer: DEW 9/11/2013 Revised By: DAE Disclaimer Weights (lbs./kg) dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property of EJ GROUP, Inc., and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright ©2012 EJ GROUP, Inc. All rights reserved. Contact 800 626 4653 ejco.com 1020APT 1022Z1 PT Assembly (4) 1 /2-13 X 2 1 /2" s HEX HD SS CAP r 1301 „®; aaLIZZ01 ,,,,, /; SCREWS & WASHERS ° a Cl 0 ® 0 ❑ 0 0 1 1 /2" 1 5/8" DIA ® O 1/2"-13 BOLT ❑ ❑ ❑ ❑ ❑ ❑ & STEEL WASHER Q ❑ ❑ 0 ❑ ❑ p ve & RUBBER WASHER _ (TYP 4 PLACES) Q 0 0 0 0 Q O o Qe (2) CLOSED 5/8" AAs„p®,As®6 \ PICKHOLES BOLT DETAIL t MADE IN USA (4) 1 " DIA. HOLES ON 29" DIA BOLT CIRCLE 22 3/4" DIA 1 11/16" t COVER SECTION 1 /4" DIA. NEOPRENE GASKET 1 3/4" t 7 i 34" DIA 2 1/4 7/ 16" 1 3/8" PICKHOLE DETAIL Product Number 00102308 Design Features -Materials Cover Gray Iron (CL35B) Frame Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a -Coating Dipped -\/Designates Machined Surface Certification - ASTM A48 -Country of Origin: USA Major Components 00102121 00102312 Drawing Revision 04/16/2004 Designer: DEW 06/01/2016 Revised By: DVD Disclaimer Weights (lbs./kg) dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property of EJ GROUP, Inc., and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright© 2012 EJ GROUP, Inc. All rights reserved. FRAME SECTION Contact 800 626 4653 ejco.com PLAN VIEW TOP SLAB NOT SHOWN CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS (NOT PROVIDED BY CONTECH)� STORMCEPTOR INSERT REMOVABLE DROP TEES HANDLE INLET PIPE, OPTIONAL (IF PIPE IS REQUIRED, INVERT IS 3' [/61 HIGHER THAN OUTLET INVERT) 12" [30510 J REMOVABLE DROPTEE SOLIDS STORAGE SUMP --Z i E rc II I I I, F—TI--H I II '.a I SECTION A -A Swrmceptor° — SLAB ACCESS FRAMEAND R DETAIL) A FLOW J W [12191 I.D. MANHOLE 4' [10210 OIL INSPECTION PIPE (CAP OPTIONAL) OUTLET PIPE 4" 1102]0 u OUTLET RISER 2 PERMANENT ry POOL ELEVATION 4 STORMCEPTOR DESIGN NOTES THE STANDARD STC4501 CONFIGURATION WITH ROUND, SOLID FRAME AND COVER, AND INLET PIPE IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES FRAME AND COVER (MAY VARY) NOT TO SCALE FRAME AND GRATE (MAY VARY) NOT TO SCALE SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (cfs [Us]) PEAK FLOW RATE (cfs [U.]) RETURN PERIOD OF PEAK FLOW (y.) RIM ELEVATION PIPE DATA: INVERT MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE NOTES / SPECIAL REQUIREMENTS. GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. w GonNchES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 2'[610], AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AA$HTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM 0478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UN ITS ARE SHOWN IN MILLIMETERS Imm]. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMCEPTOR MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE,INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. ETNA SUPPLY COMPANY RESERVES THE RIGHT TO FURNISH ANOTHER MANUFACTURER WHOSE MATERIAL CONFORMS TO THE ENCLOSED SPECIFICATIONS ON THE FOLLOWING ITEMS: PVC SDR-35 SANITARY SEWER PIPE PVC SDR-35/26 HEAVYWALL SEWER PIPE PVC SDR-21 GASKETED PRESSURE PIPE PVC SDR-26 GASKETED PRESSURE PIPE AWWA C900 DR-18 PVC WATERMAIN AWWA C900 DR-14 PVC WATERMAIN PVC SCHEDULE 40 PIPE PVC SCHEDULE 80 PIPE AWWA C-905 DR-18 PVC WATERMAIN AWWA C-905 DR-25 PVC WATERMAIN HDPE PIPE AND FITTINGS FOR FURTHER QUESTIONS OR SPECIFICATIONS ON THE ABOVE MATERIALS, PLEASE CONTACT US AT: ETNA SUPPLY COMPANY 4901 CLAY AVE SW GRAND RAPIDS, MI 49548 PHONE: (616) 241-5414 FAX: (616) 241-5485 1111111111111111111111111111111 fflr2�yi9%�i7 ETNA SUPPLY - SOUTH BEND 1212 S Walnut SOUTH BEND, IN 46619 574 287 0132 Fax 574 287 0131 QUOTE TO: SHIP TO: Quotation QUOTE DATE QUOTE NUMBER 09/03/2025 S 106463852 ETNA SUPPLY PAGE NO. PO BOX 772107 DETROIT, MI 48277-2107 P-616 248 9182 F-616 245 9940 1 of 3 CITY OF SOUTH BEND CENTRAL SERVICES CITY OF SOUTH BEND CENTRAL SERVICES 1045 W SAMPLE ST 1045 W SAMPLE ST SOUTH BEND, IN 46619-3853 SOUTH BEND, IN 46619-3853 CUSTOMER NUMBER JOB NAME / PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON 20677 124-069M Brett Bowman WRITER SHIP VIA TERMS EXPIRE DATE FREIGHT EXEMPT Brett Bowman 09/06/2025 ITEM # ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE **STORMCEPTOR** 1 lea ACONTECH - STC4501 STORMCEPTOR 13160.00 13160.00 Subtotal ------ 13160.00 **HDPE PIPE AND FITTINGS** 2 340ft 12X20 ADS ST MEGA -GREEN SOLID N-12 6.05 2057.00 3 380ft 8X20 ADS WT SOLID N-12 IB AASHTO 3.54 1345.20 10ea ADS 8X6 INJ MOLD WT WYE 0881 WT 108.87 1088.70 5 3ea ADS 8X6 INJ MOLD WT REDUCER 26.18 78.54 6 180ft 6X20 ADS WT SOLID N-12 IB AASHTO 2.06 370.98 7 16ea ADS 6 INJ MOLD WT 45 DEG BEND 28.29 452.64 8 11ea ADS 6 INJ MOLD WT 90 DEG BEND 28.29 311.19 9 2ea ADS NYLO 6" N12 CLEAN OUT (A) 93.34 186.68 10 11ea ADS 6X4X6 DOWNSPOUT ADAPTER 0664AA 21.85 240.35 Subtotal ------ 6131.28 **SDR35 PIPE AND FITTINGS** 11 21Oft PVC SDR35 8 X 14' GASKETED PIPE 7.25 1522.50 12 11 ea 8X6 SDR35 WYE GXGXG 70.00 770.00 13 364ft PVC SDR35 6 X 14' GASKETED PIPE 4.00 1456.00 14 13ea 6 SDR35 WYE GXGXG 44.50 578.50 15 33ea 6 SDR35 45 BEND GXG 22.85 754.05 16 13ea 6 D3034 FE ADAPTER 17.67 229.71 17 13ea 6 PVC SCH40 THD PLUG DWV D1156 6.85 89.05 19 lea 8 SDR35 45 BEND GXG 63.94 63.94 20 lea 8 SDR35 PERMANENT PLUG 29.81 29.81 21 lea 8X6 SDR35 TEE GXGXG 61.10 61.10 Subtotal ------ 5554.66 1111111111111111111111111111111 fflr2�yi9%�i7 ETNA SUPPLY - SOUTH BEND 1212 S Walnut SOUTH BEND, IN 46619 574 287 0132 Fax 574 287 0131 QUOTE TO: SHIP TO: Quotation QUOTE DATE QUOTE NUMBER 09/03/2025 S 106463852 ETNA SUPPLY PAGE NO. PO BOX 772107 DETROIT, MI 48277-2107 P-616 248 9182 F-616 245 9940 2 of 3 CITY OF SOUTH BEND CENTRAL SERVICES CITY OF SOUTH BEND CENTRAL SERVICES 1045 W SAMPLE ST 1045 W SAMPLE ST SOUTH BEND, IN 46619-3853 SOUTH BEND, IN 46619-3853 ITEM # ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE **DUCTILE IRON PIPE** 18 240ft 8" DI PIPE CL50 C/L S.J. (.27 WALL 34.92 8380.80 Subtotal ------ 8380.80 **COPPER** 22 600ft 1X100FT COP K SOFT COIL 1087.00 6522.00 24 20ea C44-44-Q-NL - 1 QJ-CTS COUPLING NO 27.61 552.20 Subtotal ------ 7074.20 **WATER SERVICE** 23 13ea JCM 406-9.05 X 1 CC SADDLE (8X1) 93.00 1209.00 13ea F1000-4-NL -1 CORP STOP PJ CTS NO 68.00 884.00 13ea B44-444-NL -1 PJ-CTS CURB STOP NO 136.00 1768.00 13ea TYLER 95E SERVICE BOX W/ WATER LID 170.00 2210.00 13ea A.Y.M.30' STATIONARY ROD FOR 4' 18.00 234.00 Subtotal ------ 6305.00 **ADJUSTING RINGS** 29 10ea CONCRETE 4 ADJUSTING RING W/ HOLES 89.00 890.00 30 10ea CONCRETE 6 ADJUSTING RING W/ HOLES 134.00 1340.00 Subtotal ------ 2230.00 **CASTINGS** 31 3ea AEJ 1022M1 FRAME AND SOLID COVER 344.00 1032.00 32 4ea EJ 7010M1 CURB INLET GRATE, BLACK 520.50 2082.00 33 3ea EJ 1040A SOLID COVER, BLACK COATED 608.00 1824.00 34 15ea EJ 1578A SOLID CLEANOUT/MONUMENT 187.00 2805.00 Subtotal ------ 7743.00 **MANHOLES AND INLETS** 25 lea ^CMC 30"X30" INLET - 30X30 STORM 650.00 650.00 26 3ea ^CMC 48" INLET 800.00 2400.00 1111111111111111111111111111111 A '917 fflr2�fi ETNA SUPPLY - SOUTH BEND 1212 S Walnut SOUTH BEND, IN 46619 574 287 0132 Fax 574 287 0131 QUOTE TO: SHIP TO: Quotation QUOTE DATE QUOTE NUMBER 09/03/2025 S 106463852 ETNA SUPPLY PAGE NO. PO BOX 772107 DETROIT, MI 48277-2107 P-616 248 9182 F-616 245 9940 3 of 3 CITY OF SOUTH BEND CENTRAL SERVICES CITY OF SOUTH BEND CENTRAL SERVICES 1045 W SAMPLE ST 1045 W SAMPLE ST SOUTH BEND, IN 46619-3853 SOUTH BEND, IN 46619-3853 ITEM # ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE 27 3ea ACMC 48"X48" STORM MANHOLE 800.00 2400.00 28 3ea ^CMC 48"X48" SANITARY MANHOLE 800.00 2400.00 Subtotal ------ 7850.00 is uo a ion is express y con i ione an con roe y e er. ss an ar erms an con i ions o sale found atwww.etnasupply.comltcsale. All other terms are expressly rejected. To the extent there is Subtotal 64428.94 aconflict between any of the terms appearing on the face of this Quotation and ETNA's Standard Terms, the termsappearing on the face of the Quotation control. TAXES ARE NOT INCLUDED ON THIS QUOTE! S&H Charges 0.00 THIS QUOTE HAS BEEN PREPARED BASED ON OUR INTERPRETATION OF THE PROJECT DOCUMENTS PROVIDED. WE RESERVE THE RIGHT TO REVIEW AND AMEND Amount Due 64428.94 QUOTATION PRICES IN THE EVENT PROJECT DOCUMENTS PROVIDED ARE INuOMPLE I E, UNuLEAK OK uON I An u0NFL1u I ING INFOKMAI ION. Prices are firm for -3 days. Price subject to change after -3 days. Printed By: BBOWMAN on 9/9/2025 8:57:17 AM OUNTYg MATERIALS CORPORATION 119 N. Main Street Maxwell, IN 46154 P: (317)-323-6001 // Dispatch: (317)-3 3-6002 r IL r r F•���F h, �e r+'" �' Y' Our products are used to build the communities where Americans live, work and play il N main lL Aawe.1 k • haxwcCOUNTY I (31 7023-60W • fax t877146r-301e MATERIALS CORPORATION CLICHFICA" E OF COMPLIANCE This is to certify that the precast reinforced concrete pipe, manholes and precast slruefures prodllced at tiic Indianapolis and Maxwell location(s) meets or exceeds the following speciReal ians. Testing is per ASTM C-497. ASTM C-14: Concrete Seaver, Storm Drain, and Culvert Pipe ASTM C-76: Keinfoircd Concrete Calvert, tonn Drain and Sewer Pipe AST Cf-443: Rubber Gasket Joints ASTM C-478: Precast Reinforced Concrete Manhole Sections ASTM C497: Testing Concrete Pipe ASTM C-507: Reinforced Concrete Elliptical Culvert, Storrn Drain attd Seaver Pipe ASTM C-825 Precast Concrete Barrier ASTM C-1577: Precast Reinforced Concrete Monolithic Box Sections for Culverts, Slorm Drains and Seiveiz Dzsigned According to AASHTO I,RFD NOTICE: Due to supply issues, County Materials Corporation may supply either Hamilton Kent or Press Seal gaskets with reinforced concrete pipe based on size 1 ava i I ab i I ity. See specifications within the attached, CounrY Material$ Corporations is irlspeeled and certified by the Indiana Department of Transportation for the purpose of supplying concrete pipe, manholes, box culvert and precast products in the State of Indiana, Maxwell Supplier No 8528 and Springfield Ne. 8489 ►►t►iriunr�+rrrt PF�/fI n Jdit'Allen County Materials Corp. 1'O BOX 8 119 TA main St Maxwell, IN 46154 F ER t'I.rC {a SEAL .{tier f o #re Co Sworn to before me and subscribed in my presence tliis —m day o ZmvjA Yt 1, 2023 Notary Public Your Source for Constructlon & Landscape Products March 1, 2024 CERTIFIED PRECAST CONCRETE PRODUCERS Specification Reference: 907.05 & ITM 813 SM Producer/Supplier Type: Certified Precast Concrete Producer SM Material Code: 907MDO010 to 907MO1810 A certified precast Concrete producer is one who has complied with the requirements set out in the above referenced Indiana Test Method. A producer accepted into this program may supply precast products for all projects beginning with the date approved as a certified precast concrete producer. It is the produnar's responsibility to reviaw this list and ensure that the new audit documents are submitted within 16 months of the last audit date. If documents are not submitted within the required timeframe, the facility will be removed from this list per ITM 813, Seotion 10.5. Source & Approval Producer NaMA Last Code Location Certification / Audit Date / Restriction 8599 ADL SYSTEMS INC. PORTLAND, MI -NPCA / 08.29.2022 8595 ADVANCE CONCRETE PRODUCTS CO. HIGHLAND, MI----------------------------NPCA / 06.28.2023 8597 A & T CONCRETE SUPPLY CO., INC. FT, nRANCH, IN------------NPCA / 07.26.2023 8580 SLlJFFTON PRECAST CONCRETE CO. BLUFFTON, OH --------------------------- NPCA / 04.19.2023 8573 CONTECH ENGINEERED SOLUTIONS, INC, HUBER HEIGHTS, OH ---------------------- NPCA / 09.11.2023 8528 COUNTY MATERIALS CORPORATIOX N�AXWELL, IN ---------------------------- NPCA / 04.18.2023 9489 COUNTY MATERIALS CORPORATION SPRINGFIELD, IL------------------------NPCA / 04.04.2023 B555 COUNTY PRESTRESSED & PRECAST LLC (FORMERLY COUNTY MATERIALS CORPORATION) SALEM, IL-------------------------- NPCA 106.22.2023 PCI ! 06.22.2023 8494 GIP PIPE PRODUCTS I1gC. (FORMERLY CO PIPE PRODUCT`S INC.) TAYLORt MI-----------------------------NPCA / 06.29.2023 ,CPA / 10,06.2022 B586 DICICCO CONCRETE PRODUCTS, INC. CHICAGO HEIGHTS, IL-------------------NPCA 1 04,05.2023 8537 DYER VAULT COMPANY, INC. L1YER, IN ------------------------------- NPCA 104.03.2023 8500 ENCORE PRECAST, LLC DAYTON, OH ----------------------------- NPCA / 05.10.2023 8761 ENCORE PRECAST, LLC SEVEN MILE, OH ------------------------- NPCA / 12,16.2022 1 of PIPE & FLARES s-- r z W W U H LL 0L ce) Z LLI CO W LLJ w4 H Boa O r OL i 0 a- 0 U] 0 O � . �� r CY7 m Cr} Z U) WLU J U) ( LU LL Q L H cn 90L) LJJ LL >- -"_ [a ELJ H LIJ< LL 0 WCO �4 < � d CL ry -j��0 (L UU)C? =lco �_ ae N Y a o 0 J W dy F r zLLJ J LLJLu LL �C � � H 0L LLJ W �>- L) LU LLj ' Z W EL O H u) co r Z 0 cc O� _ I_ M I4 / T-- 4I t V 1� N r Y us o a LF) r r r CV Cal N N a 0 z U, U) LLI J L1J Iy LL Q L z F D W L) td �Lu z w� 0 H CI3 �Y) r IOL o a- cl) C z 0 �o F �d ti d �r �0 0 oa w { m UA J 0L W _ � W W a. V J LUf_ CZ''� L. voa Lu a_L)(0 LOM d yJ k r� m W W w 0L f')Z J w co LL <2 CIL t W z ❑ Q�0 c ❑ �cflQ a C ) Uf] Z O d ry ft- ry 0 = w w w w w m u m @ 0 a a a� e m m m m Ln a m m m m m qo r » cr� 0 0 % k q § C4 n c o 0 o c m w a« w w w o y c e q N n r -1 # \ a &� nr Eelq 2 � 2 q ? q w LL 0 < U L Z 2 0 () W U LLI LLj � < OL b 2 0 m S w LU m � Lu2 �6 CL C) 0 � 0 � � 0 � � 0 U m L} J C+l � m E— GO LL I -� U) U W < X Q O c') LU D O W LL U 410 Z UJ �- W � a O IOL Lu 6 OLU(j]U z p w « ; § ) � � �\ ■ « K/ I km k / IlkD )mz { z m w � 0 ƒ « l LL U < O � � � 2 � � 2 /� m U Q2 Z LLJ � < 2 b 2 b x00�- W < 2 Lu CL C) (n � 0 � � C) n- � � C) OD 22 c §F j �K iL� � w |§ � ; i ) ; �� .§ 9e 100 L{r� _ I 04 C Z J W W W LL0d 0L LE LLI �00 W LL C �: m W U— CL 0 F- 0 40 cor) O r CL � 0 [] 0 m L) (0 # 9 Co (0 o A w 2 6\ o @ @ m c n _ cq I- cl � o d - w to to m � R e e to NO C@ m m m m w c & Lq o d Lq co R � # » q / m CO r- m m c # c o q 1�21 Q m o I- OLU O N N N N N N N N N N N N ¢ m�O �P TN �iD �m tia PO Nu�i NN N� • • • NO M��m \m vtiN+��a E£ YP O��nQ Wr-O�Wry Pvie QA iu �➢o .-. oM iCm �m w N� n ~ Mp^. .. inP �•. vN ,:= v is Qp � i- N !-�J N m'r N mN N Ti: N tl+m N" 40 ri E O Om .��'�.� N\�\��¢�M �M NO�Nm YN nN MN Mv_ O•�•m iO��NiD Ni8��a6 �W iO�io tG�mHID 0�p mvls��N pN Oa Ow [J C V V y�yOyrn�N��m V a�1]�ry b NM NM n = E fi O� 4 vP�4 vrvi 9•N O.N \v ON N�MM .N. "NNbNwrNlmPFn�rv�i�Y�i- x$ a voo P� ..... �p OO N� NO ON Oyl �O PQ DO NO OS �O 00 00 PP OD d� NpN[N_-�y�j NIry N�Nr O�•n,N.G�N�T WP�h ✓NI dN�ildF O u L [ 6 � V O O {y QLLJ �y Q a ° e C e ° H E Z LL a LLi Gis^ c° CC tz w J a W 4j 6° Z W !Q-. LLd Q d1 O p q V O a4� o n o � L o � T N Cc ua 'O * .i w o — a z N o c n° on d d P f Q O A dd u �m n a° r n p40fi1 9f 'v:9 atl �o} 0 10055 9ES<'ppp e 1 JD} fO5b1p009YN21 p 9.°w- 3 o� n �/ n 11 � N C P hY o � I 1 Q so a n Lm a Zj a v m z w ao P 1 I f C' L h i O L O O ou ` ' N NUL O" C 155uF0 1197 * ooP 5 P 4L' p R lal—alp [ Id _ FDA gala vlp a !d PA ` g' n� ry ry _ P ri fs ry ry N E E Q E E a w"'a�an cN Nn vr, end n woP 'n �v^v E owe E E E Pus E .. E o de E E o £ nn £ oN £ OP E 4n E qm Wn E qm E o„qn E E 4n V mm na^'i a .rv.�m ,".fn E 4rc E �w E oi°.i f gn E t2n E n E 4v 3~ Nn xm xm mG xti �.: hQ uti-. x'm w � n a Z uJ d O UCJ— m 4c DL�1LLJ a LL l J V) CY 0 y zED � y til aLid UJ Z K O W W E" U Z as Q 13.E Q 4f c Qa moo' z� UV� Zz ssZ� 2 � � t 0— 0 E' 6y a� c E � - a B K E a $ a c ` 1 W m 5 Lu 3 � a 4 u " 4 M V fK � No K � E U N R' «A a o O w u r - a . 10061 9E < 10091 tZ � . IDO61 9F s 17571 BS n � d l 1 °e a 1 1 z) LU o { ! q k 15 n - t E P Intermedia Hin Plan Profile Trash Guard For Flared Ends sax. All guards to have (1) cross bar, 60" and up to Have (2) bars equally spaced 2 Round Arch Pipe Size H Pipe Size H 12" 2-1/2" 22"-29" 4" 15" 3" 36"-44" 5" 18"-24" 4" 5t"-65" 6" 27"-36" 5" 73"-102" 7" -s4" 6-72" j 7" -90" g" Hot dip galvanized per ASTM A123 Front "U, Ita,- Bar Sizes Standard Design Heal' Design Pipe Size Hole Dia. Required Balf Dia. liar Size Pipe Size Hale Dia. Required Bolt Dia. Bar Size Round 12"-24" 3/4" 5/8" 518" 1 Reuud 12"-24" 3/4" 3/4" 27"-48" 7/8" 314" 3/4" 27"-48" 7/8" _5/8" 3/4" 1" 54"-90" 1-1/8" F, 1" 54"-90" 1-118" 1" 1-1/4" Arch 22"-29"1 3/4" 1 5/8" 5/8" Arch 22"-29" 314" 5/8" 1 3/4" 36"-59" 7/8" 314" �- 3/4" 36"-59" - -718" 3/4" 1" 65"-102" 1-118" 1" 1" 65"-102" 1-1/8" 1" 1-114" Bolt Lg. = Pipewall Thk. + 2-1/2" Elliptical 14"x23" 314" 518" 3/4" 19"x30" 3/4" 518" 3/4" 24"08" 7/8" 3/4" 314" 29"x45" 7/8" 3/4" 314" 34"x53" 7/8" 3/4" 314" 38%60" 718" 3/4" 3/4" 4311A8" 1-118" 1" 1" 48"x76" 1-1/8" 1" 1" 53"x83" 1-1/8" 1" 1" ■JIwwE w �YYI Y 11 ME Jim Iffaffm ■ IxnusTerEs 1201 Hwy 4 South Sleepy Eye, MN 56085 Ph: 507-794-5821 Fax: 507-794-5823 www.haala.conl ermediate ass bar(s) Contact: Scott Haala scott@haala.corn Pli: 507-794-5821 ext. 115 Cell: 507-920-9182 INLETS COUNTY Stack Structure; Inlet Knock 04It 30 24x24 MATERIALS CORPORATION 119 N Main Street Spec: 24x24 Storm A Inlet Maxwell, IN .46154 (317) 323-6000 Jab Name: Stock Job Locatioh: Take off By, 511612024 AH Contractor: besign Build Height Stack Build lfefght Release Date: Top of Casting + 2.50' Base Galn + 2.50' Requested Date: Cutlet Invert - 0.90' basign Height = 2.50' ❑align Helght 2.50, FloarThIckness + 0.87' FrarnetHing: 0ulside Height 3.17' GrateiCover: Notes: Elavetlan (View A -A) 2, 50' TOP 2,50' 30 B I LI I 1-6 1 2hx2+1�*- FA Openings ID I Invert Bottom Pipe Size Hole Slze Connector Angle #1 WXY 0' Hole Box 24.001AN24,00' Marlar A270- Plan Vipw A #3 A BOM For Stack IC) ❑ascription A 24x24 Mono Base Mid what Top SPN; Stock-7777-052A-57-77 Totals (Cu Ft, lbs) #4 #2. Inner Inner Qty, Cu. Ft Weight Size Haight 24x24x6w 30.0 1 14.5 2,21 14,5 2,209 Submitlal Drawing 7.5.42.Oa Page i of 7 9127f2024 Stock igCOUNTY Inlet Knock Out 36 24x24 MATERIALSCORPORATIONStructure: Spec: 24x24 Storm A Inlet 119 N Main Street Maxwell, IN 46154 {317] 323-6000 .lob Name: Stock .fah Locatlon: TakeOff8yt 5f1612024 AH Contractor: Design Build Helght Stack Build Weight Release (late: Tap of Casting + IGO' ©asa Gain + 3.ot}' - Ouilct Invert D.00' Design Height = 3.00, Requosted Date: Desigh Height = 3.00, FlonrThick rneas + 0.87' FramelRing: Outside Ftolght = 3.67' GratefCover: Notes: I Elevation (View A-A4 3_ GO' TOP i I I � I I I 1 1 1 I 1 I 3.40' 36 4 9 I 6 24x21 • --4-r'-1 Openings 10 Invert 113ottorn Pipe Size Hole Size Connector Angle #1 D.00' 1 0" Hole Box 24.00'Wx24.00' Mortar C. 92 0.00' 0" Hole Bjx 2+4.00'Wx24.00" Martar go` 113 0.00' 0" HOW Box 24.1)0"x24.00' Mortar 160, 94 0.00' 6" Hole BOX 24.00'Wx24.00" Modar 270' Plan View A A 1 #3 BOM For Stack ID bescrlptien A 24x124 Mono Base 44H wfFl-at Top SPN: 5tack-?2?2-04$A-57-?2 Totals (Cu Ft, Ibs) #4 #2 #1 Inner Inner Oty. Cu. Ft Weight Size Height 24x24x6vr 35.0 1 17.0 2,590 17.0 2.5901 Submiital Drawing 7.5.42.00 Page 4 of 7 Df27f2024 $9COUNTY MATERIALS CORPORATION 149 N Main Street Stock Structure: Inlet Knock Out 48 24x24 spec: 24x24 Storm A Inlet Maxwell, IN 46154 (317] 323-6000 Job Nama; Stork Job LocaflDh: ke Off By: 5M 612024 AH Contractor: Design Build }#eight Stack Build Haight Release Date: Tap of Casling + 4.DC1' ©am Gain + 4.00' Outlet Invert 0.00' Requested Date! beslgn Height = 4,00' DesigrtHeight = 4.00' Fluor Thickness + 0.67' FramalRing: outslde Height = 4.67' GraWCover: Notes: Elevation (View A -A) Opimirigs I❑ Invert jDottom Pipe size Hole Size Connector Angle W 0,00, 0, NON BM 24_00'Wx24.00` Mortar W #2 DAY 0' Idole Box 24.00'Wx24.00" Mortar 901 f13 6.00, 0' Hole Box 24,04'Wx24.00' Mortar 180" 44 G.00' 4' Hole BOX 24.00'WxM.00" Mortar 270' Plan Vlow F>A A I #3 A BOi41 Far Stack Ili Description A 24x24 Mono Base 56H wfFlatTop SPM 8tO k-?77T-048A-57-7'? Totals (Cu Ft, Ibs) #4 #2 �i Inner Inner Qfy. Cu. Ft Weight Size Heighl 24x24x6u� 48.0 1 22.0 3.352 22.0 3'352I Submitlal Drawing 7.5.42.00 Paga 5 of 7 012 712024 09 COUNTY Stock Structure: Inlet Knock Out 36 MATERIALS COtiPQRATION Spec: 24x36 Storm JIM Inlet 119 N Main Street Maxwell, 1W 46154 (317) 323-6000 Job Name: Slock Job Location: Take Off By: 4YZWZD24 AH Contractor: Design Eluild Height Stack 13ulid Height Release Date: Top of Casting + 3.00, Baso Gain + 3,OLY Outlel Invert - 0.00' Design Height = 3.00' Requested date: Deslgn Height Elevation {View A -A) 3 -00' TOP 3,00' 38 8 � I i I 36x2446-+I 3.00' Floor Thickness + 0.67' FramelRing: QutsIde height = 3.67' GratelCover: Notes: A. Openings 11) Inver! I Bottom Pipe size Hale Size Connector Angle #1 0.00, 0' Hole 130x 36.00'Wx24,00' Mortar 0° d2 0.00' 0' Hale Box 24.00'Wx24,110' Morlar go' 93 0.00, 0' Hole Box 36.OG'Wx24.00' Morlar 94 0.00' 0' Hole Box 24.00' x24,00' Morlar 270' Plan View r> A #3 7 BOM For Stack ;D Description A 2406 Mona Base44H wfFlat Top SPN,' St0Ck-7???-046A-57-?? Totals (Cu Ft, Iba) #4 #1 Inner Inner Qty. Cu. Ft Weight Size He]ghl 24x3EAw 36-0 1 21.0 3,200 2.1.0 3,20 1 Svtrnillal Drawing 7.5.42.00 Page 3 of 7 OY27f2024 COUNTY Stock Structure; Inlet Knock Out Box 48" MATERIALS CORPORATION Storm 24x36 Srm .1IM Inlet 119 N Main street Maxwell, IN 46154 (317) 323-6000 Job Name,. Stack Job Location: ke off ey: 4125f2024 AH Contractor., Design Build Height Stack 13uIId Height Release Date: Tap of Casting + 4.00' Baso Gain + 4.00' Outlet Invert - 0.00' Design Height = 4.00 Requesters Date: Design Height = 4.00' FloorTnickness + 0.67' FramelRing: outside Height = 4.67' GrateXovor: Notas: Elevation (View A -A) 4.00' TOP 4.f,0' 48 S �II II I I«5 .36x24 � 6� A Opentngs Id I Invert Bottom Plpe Size Hale Size Connector Angle #1 0,00-1 0' Hole: Box 38,00'Wx24,00" Mortar 0' #2 0_00, 0' hale Snx 24.00'Wx24.00' Mortar 90° ElW- H3 0.40' 0' Hole: Box 36.00'WY24.00" Mortar #4 0_001 0' Hale Box 24.00"4�Vx24.00' Mortar 270° Man View A ROM For Stack 10 Deseriptlon A 24x36 Morro Base 564 w)Flat Tap SPN: Stock-7?7?-047A-57-?7 Totals (Cu Fi, lbs) #4 #2 }l 1 Inner Inner Qly. Cu_ Ft Weigh' Slze Haight 24x364w 48.0 1 27.0 4,114 27.0 4,114 Suhmillal13rawing 7.5A2.00 Page 7 of 7 9f2712024 19COUNTVStock Structure: Inlet Knack OUt3� MATERIALS CpRPDRAT1Dh1 Spec: 3]C3 tflrfTS �1F Inlet 119 N Main Street Maxwell, IN 46154 (31 7) 323-6000 Job Name: Stork Jots Location: -rake Off By., 5ilW2024 AH Contractor: Deslgn Bulfd Height Stack Bulld Halght Release late: Topof Cssling + 3.001 SaseGain + 3.00' Outie.t Invert 0.00' Design Height - 3.00' Requested Date; Design Helght = 3.00, Floor Thickness + 0.67' FrarnalRing: Outside Height = 3.67' GratelCover: HotCs: I Elevation (View A -A) 3.00, FOP 8 1-8 30x30 16� ID Invert I Bottom Pipe Size Hole Size Connector Angle 41 0.00' 0' Hole Box 30.00'WK30.00" Morisr d2 0.00' 0' Hole Box 3D.00'WX30.00' Molar03 12700- 4.00' 0" Hale Box 30.0G'Wx30.00' Mortar 0.0d' 0' Mole Box 30.Oa'Wx30.00' Morlar Plan View A 1 #3 L>A BOM For Stack ID oesoripttan A 30x30 Mono Base .14H wlFral Top SPN: Stack-17?7-051 A-57-77 Totals (Cu Ft, fbs) #4 #2 #1 Inner Inner Qly_ Cu. Ft Weight Silo Heighl 3000&a 343.0 1 19.9 3.035 19.9 3,035 Submittal Drawing 7.5.42.00 Page 2 of 7 912712024 09 COUNTY Stock Structure: Inlet Knock Out 48 30x30 MATERIALS CORPORATION Spec: 3000 St01t11 EfF Inlet 119 N Main Street Maxwell, IN 46154 (317) 323-6000 Jab ?~lame; Stook Job Location: Tako Of By. 511W024 AH Contractor; Design Build Height Stack 3uild Height Release Date: Top of Caslmg + 4.00' Base Gain + 4.00' Outlet Invert 0.00, Design Height = 4.001 Requested Date: Design Height = 4AU' Elevation (View A-Aj r�.flQ' TOP 4.00' 4$ i FraarIhickness } O.F37' FramelRing: Outside Height = 4.67' Ora#elCover: Notes: �-6-30x30----�-6-4 openings ID I Invert I Bottom pipe Siza Hots Size Connector Angle #1 4.00' 4' Hole Box 30,00WOO.00' Mortar a° 82 0.00' O' Hole Box 30.00'W)c39,00` Mortar 90, 113 0.00' 0' H010 Box 3r},00Wx30.00" Mortar 1601 44 4.00' 0' Hole Box 3D.00'Wx34.00" Mortar 270' Plan View A BOM For Stack IU Descripilon A 3000 Mono Base 56H wlFral Top SPN: Sloek-a???-450A-57-?7 Totals IC Ft, Ibsj #4 #2 Inner Inner Oty. Cu. FI Weight Size Height I+ 30x30x6vi 48.0 1 25.9 3,9144 25.9 3'9411 1 Submittal Drawing 7.5.42.00 Page 6 of 7 912712024 MANHOLES SCOUNTY 48" Stock Standard Storm MATERIALS CORPORATIONStructure: Spec; 48" Cia Storm C MH 119 N Main street Maxwell, IN 46154 {317j 323-6000 Job Name: CMC Maxwell Stock Pieces Job Locatfon: Maxwell, IN Take Off By; 10f1Af2024 SL Contractor: Design Build Height Stack Flulld Height Relaase date: rup of Camitlg + 2167, Ring + 0.513' Guilet Invarl 1.00' Adjustment + 1,09' Requested Data: 0osign Height = 22.67' EccentftSlab + 1.00' FramplRing: R-1772 RiSOrs + 16.33' GratefGover: Base Gain + 3.67' Notea: Design Helgllt -• 22.67 Floor Thickness + 0,60' Outside Height = 23.17' Elevation (View A -A) Openings �' rsxet--tsi ID Invert Bottom i #1 _ -- C Plan View F I is 1i pi �r I 1 41 H 1 i i �1 as ! ! 1 1 ", 2", 4" and 6" Adjusting Rings Are Sta And AvaiJahle For Your Structure. Please Note 1 " Are Composite Material CHIC Will Follow State, Municipal or Tov Specs. For Requirements Or Restriction I1, 21 137 Plpe Size I Hole Size I CGrinectar I Angle 0_001 0 0* I Fi � I I - I 1 le__" 130M For Stack 1 10 11ascription 48' Manhole Gasket i gvtyl Sealant 1" x 14.5' roll(s) K A Adjusting Ring 24-01 H B Adjusting Ring 24.02H 3 C Adjusting Ring 24-04H 1 � Q AdJustlnrJ Ring 2A•05H 1 E Cover Ecc. 58-12HBT-24(46) Keyed I F Rise r48-12HKeyed I i G Rise r48-16H Keyed 1. H Riser 48-24HKeyed I Riser48-32HKeyed ---i�z--�_—,� J Riser 48.48HKeyed K Riser 48-E4HKeyed L Mono Base 46-6T44160H Key114 _ Totals (Cu Ft, Ibs) Inner Innor my. cu. rl Weighs Size Height 7 0_0 0 10 0.0 0 24 1.0 1 0.3 40 24 2.0 1 0.6 80 24 4.0 1 1.1 161 24 6A 1 1.6 241 48 12.0 1 11.1 1,899 48 12.0 1 5-8 881 48 16.0 1 7.7 1.175 4B 24.0 1 11.6 1,762 48 32.0 1 15.4 2,349 49 48.0 1 23.1 3.524 48 64 JI 1 30,6 4,698 48 44.0 1 31.3 4.768 140.3 21,377 ed 1gs. Submittal Drawing 7.4.91.130 Page 2 01 3 1 Of1412024 i C7 a Yr t - d 2 N 2 H LL H H W C W i'} i F { Y O 2 N f �� YaL1,�w II. im O v r .+ F 14..� � rr w F x Fy a 4 i.i L] r- E E Z � r t} Yu 4f 12 8 K G i ul E G � 47 W T i t Z w O Y5 J �JS r � 4 L O YI5 m y H N 9 1r1 19 r 10 r 10 C} ZY Y N CV m E0 'St C rl m N H F E ly CL O L o 7 E E O m w z r Yu + A G oh O V 2 W LL -j J J O �I H N.Lb Ln H N 08. 0-i cc Ill F U CD u f� Nw. r' O r r N P s o _ N T a w O � t x x fA W W F L~.7 2 W yJ 1 2 2 w (7 I..I J F d{ H GC ¢ d � � � -t � 't d d Nr 4 = id a W O nl w N N N +tiE N Ell] LV N o cn H z W Pi" 2 U- ~ 0 F1 Z. H H v It It q v Rr v v IT 1. Ci d W G 4 w X 4l5 O u? O t i O In O C O S N m fk Cl N [n � C7 N in C. O lL lL lL {L LL LL w !i LL w � CV [V iV N N LV CV 4V �►! N d a d d d C d d vQ mim 09 COUNTV MATERIALS CORPORArlpN -I is N Main street 57-?? l?r?! Structure: 60" Stock Standard Storm Spec: 60" Dial Storm J MH Maxwell, IN 46154 (317) 323-60O0 Job hums; CMC Maxwell Slack Pieces Job Locatlon: Maxwell, IN Take Of By. 110f14=24 5L Cohlrartor: Design Bu1ld HeTght Slack Build Hoight Roleasa Date: Top of Casting + 22.75' Auilet Inyari 1.00' Ring + Adjustment + Eccentric Slab + 0.58' 0.50, 1.13, Requested Date: Dasign Height = 21.75' FramoJRing: R-1772 Risers + Last Riser Gain + 14.00' 5,54' Grate/Cover., Notes: Design Height 21.75' Base Thickness + 1.13, Elevation (View A -A) 2Z75' TOP 21. 11 Culside Height = 22.88' Openings s ID Invert I Bottom I Plpe slat: #i 1.04' 5° A Plan View B Q C F r e"I r � i i i W=91 a H �II p6 72 —0 IIFF --�72¢ 14 27 170 Hole Size Connector Antlle 0.0a° 0 p 57 Out "Please Note - Seperale Slab Bases or Secon Integral Friona Base Pours Are Available BOM For Stack Ip Gescriptlon Inner Inner Qty. Cu. Ft Weight size Heighl W Manhole Gasket 6 0.0 0 Buiyl Sealant V x 14.5' rolls} 9 0.0 0 A Adjusting Ring 24-00H 24 6-0 1 1.6 241 B Cover Fcc. 72-13.5HST-24($0) Keyed a0 13.5 1 18.8 2,868 C miser 60-24H Keyed 60 24.0 1 17.3 2,633 D Rlser60-36H Keyed 60 36.0 1 25.9 3.M E Riser60-48H Keyed 64 4g-0 1 34,6 5,266 F Riser 60.60H Keyed 60 6n.i5 1 43.2 6.682 G Riser60-72H wft Hole Keyed 60 72.0 1 '91.8 7,899 H Base Slab 72-8H13.ST(60) Keyed 62 13,5 1 29.7 4,531 Tolals (Cu Ft, Ibs) 222.9 33,960 3ry Submittal Drawing 7.4.91.00 Pape 3 r11 3 10114f2024 COUNTY MATERIALS CORPORATION 119 N Main Streat Maxvvatl, IN 46154 (317) 323-6000 57-????-?? Stl'UC#LJre: 48" Stuck Standard Sanitary Spec. 48'r ❑ia Sanitary G IMH Job Name: CMC Maxwell Stock Pieces Joh Locstlon: Maxwell, IN Take Off By; 10114J2024 SL Contractor: Design guild Height Stack aulid Helghl Releaae Date: Top of C asting 21.08' GuUet Invert - 1,00, Ring + Adjustment + G.58' 0.60' Requested Date: Design Height 20.00' Eorentno Cone + 3.00' FrarnelRing: R-1772 Risers + Base Gain + Design Height = 13.33' 2,66' 20.08' G1Fate1C0veF: Notes: Floor Thickness + fl.67' Elevation (View A -A) 2i.W Top i outside Height = 20,75' A B i i Q i i i i i r � e i i F=1 I >� { i F i i 1� it 0 =4} ""For Sanitary Manholes CMC Will Aim To Use Just One Adjusting Ring In The Case Of Chimney Seals Being Required. Openings ID I Invert Bottom I Pipe size I Hale Size Connector Angle 41 1 1 Ab' 1 2'1 10,0010 1 0" Plan View 113 In 270' 137 Du �dP 38 to 9o, 46 Out **Base Will Be Cored And Inverted For The Pipe Size or Sizes On Four Project, FOR 48" M H S ONLY BOM For Stack ID Description Inner Inner W. Cu. Ft Weight 48' Manhole Gasket Butyl Sealant 1' x 14.5' rolls) A Adjusling RIrig 2d-06H 13 Cane Eoe- 48-36H•24 Keyed C Riser 48.16H Keyed D Riser4B-32H Keyed E Riser 48.48H Keyed F Riser 48-64H Keyed G Mono SAN Base 48,6T 34140H Totals (Cu F1, Ihs) 5lxa Height G 0.0 0 24 6.0 1 1.6 241 48 36-0 1 12.8 1,919 48 16.0 1 7.7 1,175 48 32,0 1 15A 2,349 49 48.0 1 211 3,524 46 64.0 1 30,8 4,89$ 48 3?_0 1 303 4,678 122,0 118,584 Stibmitiai l drawing 7.4.91-00 Page 1 of 3 1 N1412024 JOINT MATERIALS VICONSEAL CONCIIETE SEOLLAKYS 1"C- Butyl Rubber Sealant for All Precast Concrete Structures - Beets ASTM C-990 Applications For concreto joints in: Manholes, Concrete Pipe, Vaults, Box Culverts, Septic Tanks. and Vertical Panel Structures. foot intended for use in expansion joints or joints that moue. Scaling Properties flrovides permanently fbxihip watertight joints. Low to high temperature workafaiIity- 30°F to 120T (-1 °C to +48°C) Hugged serviro temperature: -30°F to +200T (-34°C to +93°G) Excellent chemical and rnerharical adhesion to clean dry surfaces. Greater cohesive and adhesive strengths. • Sea lad joints will rat shrink, harden or oxidi2e upon aging. Controlled flow resistance for application ease. No priming rormally necessary, When confronted with difficult installation conditions, such as wet concrete or temperatures below 40°F {4"Q, priming Ihe concrete will improve the bonding aclion. Consult Concrete Se6ants for the proper primer to meet your application. Hydrostatic Sftrength Con Seal CS-102 meets the hydro5ratic performance requirement as set forth in ASTM C-990 section 10.1 (Performance requirement: 10psi far 10 minutes in straight aIignrnent - in plant, quality control test far joint materials.) Specifications ConSeal CS-102 meets or exceeds all of t h a requirements of Federal Specification SS-S-210 (210-A), AASHTO M-198171, and ASTM 0-990-91. Physical Properties Description Spec Hequirad CS-I62 Calar Black Specific Gravity, 77°F ASTM 1371 1.15-1.50 1,25 Ductility, 77-F ASTM D113 5.0 min. 1() Penetraticn, cane 77T (25'Q, ASTM D217 50-1CX) mn} 55-60 mm 150 grn, 5 sec. Penetration, Done 32T (T ), ASTM D217 40 mm min. 40-61) mm 1 SO gm, 5 sec, Flash Point, C.O.C,, T ASTM D92 350°F min. 450T Fire Point, C.O.C., T ASTM D92 375°P rnin. 475T Don't JUS t Seal It, ConSeal It! 0 2013 Concrete Sealants, Inc. Concrete Sealant., Inc. 9325 State Route 201 k1 Tipp City, OH 45371 n P.O. Box 176 ■ New Carlisle. OH 45344 R 937.845.8776 R 937.845.3587 Toll Free 8W,332,7325 r www.consoal.com onSeal C -102 Butyl Rubber Sealant for All Precast Concrete Structures - Meets ASTM C-990 Chemical Composition Description Hydrocarbon plastic content % by weight Inert nninoral filler % by weight Volatile Mater % by weight Non -extractable, carbon -based material Recycled Content, °!o by weight Post Consumor: Post Industrial. Spec Required CS-102 ASTM D297 50% min. 5 1 % AASHTO T1 11 30% min. 35°/o ASTM 06 2% max. 1.2% 12.8% 8.41 % 10.85% j ONSEAL COMMETE ruEALori T$ INC. Immersion Testing 30-Day Immersion Testing: No visible deterioration when tested in 5% Caustic Po#ash, 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, 59/c Hydrochloric Acid, 5% Sodium Hydroxide, 5% Hydrogen Sulfide, and 5% Potassium Hydroxide. Limited Warranty This informalibn Is presented in goad faith, but ibe carnat anlicipotc all condidons under which this informal on and our prraduCIS, ar the products of other manufactures r1 cbrnhilatin .vilt7 our products, may be usod. We accept no responsbiity for results obtained by the application of IN& Inforrnation or the safety njid suitability of our products, either alone or in rarnLinallon villh other praducls. Vsws are advised to md.(e their own tests to detemiins the safety and suiiablltyof each such product or product con-k nations for (heir cram puf)ases. it is the users' responsibility to salisfy Idrmelr as to the suftabi y and wrnpletenass of such information for lhis� v4vn particutar use. We sell this product without warranty, and buyers ar%d users assume all responsibiity and l; Ihly for loss or darnege arislrA from the handling and use of this product, whether used alone or in ounbination with other products. Don't Just Seal It, ConSeal It! 0 2013 Cona eta Sealants, Inc. Conorete Sealants, Inc. 9325 State Route 201 * Tipp Oity, OH 45371 ■ P,O. Box 176 ro New Catiisls, OH 45344 R 937.845.8776 F. 937.845,5587 Tull Free 806.332.7325 rr wwweonseaLcom impical Sealant Installation Procedure When installing sealant, it is optimal to place the sealant where the concrete touches the tightest. In the case of a ship -lap or offset style joint, is it also beneficial to fill the annular space. This can be accomplished with one or two rows of sealant, depending on the size of the structure. This example shows the optimal placement when using two rows. As force is applied, the sealant "flows" to fill the annular space. The sealant also flows laterally along the inside and outside mating surfaces. The sealant will resist additional "flow" once it has reached an equillbrium point of 10 to 15 psi. Time and ambient temperature wiil influence this. The result will be a gasket that fills the joint as shown in this photo. KNEAD SEALANT INTO ONE PIECE 12FAIN. 12' MIN. BAD BETTER BEST Installation procedure around a corner TYPE 4G & 4F PROFILE CONCRETE PIPE AND MANHOLE GASKETS r2 Where To Use • Manholes • Wet wells • Square pump and lift stations • Stormwater structures • On -site treatment structures • Junction chambers • Grease interceptors %,kP,f CARE & STORAGE PACE 5 What It Is The Type 4G & 4F profile gaskets were developed to specifically meet the needs of contemporary concrete pipe joint designs. With the accurate profile dimensions and designs for a cornplete line of standard and specially designed concrete joint configurations. How It Works • The gasket is stretched over the spigot. • The gasket is equalized around the entire circumference of the spigot. • Bell joint is covered liberally with lubricant. • Bell and spigot are homed creating a watertight seal. BetterWhy It's • Optimized profile designs for a wide variety of jcint configuratiuns. • Accurate profile designs covering a variety of applications. • Wide range of compounds that can be applied in multiple applications. • Simple installation methods. Prndijet Performance ASTM C1619 Standard Specification for Elastumeric Seals for Joining Concrete Structures ASTM C443 Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets 98 Press -Seal ballaves all information is accurate as of its publk40ion data. WWMatlpn, and prices are all subjaol to change withaul n ilm Prem-Seel is nag responsible far any Inadverteni errors. Copyrighl262$, Phone: 800-348-7325 PRESS -SEAL CDRPORATION Emall: sales @Ptess-seal,com Fax: (260) 436-1€108 Prafec%ng Our planets Glean Water Supply Web: www.pfess-seal.com u Foal, a t.7rr TYPE 4G & 4F PROFILE ELECTION GUIDE FOR SINGLE-STEP PIPE AND MANHOLE JOINTS 91 available for Concrete Pipe, Manholes and Box Culverts. aped sealing member Unique swayback design compression relief area Lobe-shaped Overall wedge-shaped design A,,I, & & & eX & 155-4G 33-4G 1848 200-4G k-0GD 39.4G 1$04 207-4G iSBi 2104G 1571 44.4G it310 lojl 2W-43 121$ 29ij,4F � r 323 1629 59-46 1$12 E35410 1243 Gasket Type Gasket Height (Inch) Gasket Height (mm) Typ. Annular Space (Inch) Typ. Annular Space (rnrn) 1584G '608 15A mm 326 8,3 mm 33-4G .610 15,5 inm .326 8.3 rnrn 39-4G ,685 17.4 mm .380 9.6 mm 200-4G .700 17.8 mm A00 10.2 mm 207AG .$18 20.8 mm -446 113 mm 210-4G A26 21.0 inm .446 11.3 mm 44AG 732 18.6 mm .446 11.3 mm 50.4G .799 20.3 mm .500 12.7 mm 288-4G .908 23,1 mm .5500 12.7 mm 290-4F (PS-23) .018 23.3 wm .500 12.7 mm 59AG .890 22.6 rnm ,600 15.2 rnm 535-40 .970 24.6 mm 925 13.3 mm 1016-4G 1,040 26.4 mm .640 16.3 rnm Press -Seal bel?eves all in%rwiivn Is accurate as of Is publkcatlon date. Wo.wativn, specificatiom. and prium are all suh]ect to change without notice. Prass-�eal is riot tesponslWa far any Inadverlew errors. Gopyzigh12021, Phone: 800.348-7325 PRESS -SEAL CORPORATION Email; sales (press-sealxurn Fax: (260) 436-1948 Pro€ectin OurRarleL's Clean Waler.S3+p* webs www.press-seal.ccm 99 TYPE 4G & 4F INSTALLATION INSTRUCTIONS PIPE INSTALLATION Entrance e6opa .. f Lutrcaia wnll 3hauVRr Step o-f epipot } At, -Vs apply J i J♦ubflr�nt w + iOCE of ginkv r.le i/ No luv rn Squared end of paSkCl MANHOLE INSTALLATION * Lubrica%wall Enlranw slope Always apply --------- Confined groove lub"nt to - Proflo gasket race ui glel Type 4G and 4F gaskets manufactured by Press- eal Corpora lion have proved to be one of the most reliably gasket systems ever developed for concrete pipe. It is easy to ensure the hest perforrnance of the 43 and 4F gaskets by fallowing these simple installation sleps. 1. The pipe should be handfed with extreme caution to avold chipping of the spigots or bell grooves. 2. Check for and remove any loose dirt, debris or foreign material from the inside surface of the bell, spigot and gasket. 3. Stretch the gasket aver the spigot end of ihP pipe and move it back until it is seated against the step of the spigot, Always ptaee squared area of gasket against pipe and step. 4. The gasket should ba equalized by inserting a clean round metal object between the gasket and manhole and making al teas{ 1 -112 revolutions around the manhole, The gasket can also be equalized by slightly tugging/ piriching the gasket nt different paints around the manhole. 5. After equalization, ensure the rear of the gasket is seated firmly against the spigot steer around the full circumference of the spigot. 6. Remove ail dirt and other foreign matter from the iris1de surface of the bell. Using Press -Seal lubricant formulated especially la concrete pipe, lubricate the enure bell area of the joint. 8a aura to coat the entrance slope of the bell thorougInly with lubricant. It is important that the gasket grips the spigot during installation, so that it is not displaced from the step. 7. Carefully align pipe sections squarely and taring home slowly, so that the gasket makes contact with the bell entrance slope evenly around ilia entire pipe joint. S. Complete Installation by fallowing pipe manufacturer's recommended bedding and backfilting practices. 100 Press -Seal be sieves al I irdurmation is aacu rate i�s of lis pubilealim dalo_ Inrormallon, s pecifitalions, and prices are all subJecl to change wlihoo notice. Press -Seal is not r$sponslWo Wong Inadverient errors- Copyrighl 2021. Phone: 800-348-7325 Fax: (260) 436.1908 PRESS -SEAL CORPORATION Prntsclin GvrPlarref ys Glean Waler Supoy r5 mrr ir�gMtr+.e• Muidon94.27. 21.2 rr Email; sates @press-seal.c❑m Web: www.press-seal.comCS) PLLUBE PIPE LUBRICANT LUBRICATION FOR GASKET JOINTS What It Is Polylube is specially formulated for the rigorcus environments of underground pipe jointing and compression seal connections. From all-weather to underwater, our Polylube line provides you three options to meek your most demanding needs. How It Works • Joint Is clearied and free of debris • Gasket is stretched onto pipe • Lubrication is applied (see installation instructions) Why It's Better • Designed specifically for lubrilcating gasket joints on pipe • Formulated for the most demanding installation conditions * Meets durorneter and volume change test requirements in accordance with ASTM D-2240, C-497, Section 12.2 and D-471 • ECONOMICAL • 32°F to 140°F • ECO-FRIENDLY NSF APPROVED • ALL WEATHER • I0°F to 120"F EGO -FRIENDLY • NSF APPROVEI] rsr�aurr�w� .� � � I I. r � i r'�'r� � h7JkFirllRJtl4rfr UNDERWATER • 32°F to 120°F RESISTS WASH OFF PACKAGING WEIGHT CASE CITY CASE WEIGHT SKID QTY SKID WEIGHT TRUCK QTY (Pallets) ] 01JART 21bs 12 24 43 (eases) 1,152 22 1 GALLON aihs 4 32 36 (closes} 1,152 22 3.5 GALLON 28lbs H;A NfA 413 (each) 1,200 22 5 GALLON 40bs N;A I NfA 1 48 (each) 1,920 2p Press Seal believes all indormatipn is eccurata as of Its publication date- rnformalion, specifications, and prices areal I subject to change without not e. Press -Sear is not responsIble far any Inadvartant arrnrs_ Copyright 2020. Phone:800-348-7325 PRESS -SEAL CORPORATION EmaEl:sales{cpress•seal,com Fax: (260) 436-1908 pmleclln C3UrPlanel's Clean Water suppty Web. mm.prem-seal.com iSdPGPIfArglfaSrrd• 5,,,.710.14.14K IF44r 133 CLASSIC PIPE LUBRICANT LUBRICATION FOR GASKET JOINTS What It Is Our classic pipe gasket joint lubricant comes in two different varieties -- regular and underwater. Bath are specially formulated for the rigorous environment of underground pipe jointing and contain no petroleum that may damage some rubber gasket compounds. DESIGNED SPECIFICALLY FOR LUBRICATIING GASKET JOINTS ON PIPE AND MANHOLES Underwater Lube Lubricating Cam Far Mrtu ni ve frmd,& y� • Specially formulated for the most demanding installation conditions. • Designed to meet wash test for subaqueous lubricants in accordance with ASTIvI C 497, Section 12.3. • Resists wash -off, - Freeze -resistant. • Meets durometer and valume change test requirements in accordance with ASTIvI C 497, Section 12.2 and D-2240. • Consistency stable from + 20°F (-7°C) to + 90aF (+ 32'C). Available in 1 gallon (3.9 L) (8 lb.) and 3 1f2 gallon (13.5 L) (27.5 Ib.) pails. Regular Lube • Our original pipe joint lube. Meets durometer and volume change test requirements in accordance with ASTNI C 497, Section 12.2 and ❑-2240. • Provides reliable, economical lubrication in all climates. • H1ghIy freeze -resistant. Consistency stable from 0°F (A 7°C) to ± 15011F (± 650C). • Avallable in 1 gallon (3.9 L) (8 lb.) and 3 112 gallon (113.5 L) (25 lb.) pails. NSF approved for use in potable water systems. Type i eLiters Part No. Pallet Qty. Gallons Poundselght Kilograms Underwater 1 gal. 3.9 L 5 Ibs. 3.63 kg 130,17 144 Underwater 3.5 gal. 13.5 L 27.5 lbs. 12.5 kg 130.525 48 Regular 1 gal. 3.9 L a lbs. 3.63 kg 130.107 144 Regular 3,5 gal, 13.5 L 25 Ibs. 12.5 kg 130.105 48 PrewSeaI believes all informalfnn Is accurate as of its putihcM on data. 1nfuniallon, spedficaiions, and prices PAM are all subject to cha nge wnthwt nolirg- Pres6Saa I Is rpt Fe$ponsibla for any inadvarieist errors- Capyrlght 2020. Phone. 800-348-7325 PRESS -SEAL CORPORATION Email: sales Gpmss-seal.00m Fax: (260) 4 36 -1908 praateefrng OurPfan&rs Cfeen Wa€erSrrppty Web; www,pro ss-sea1.wrn hr+e. W oftn rr-x} 20 iiu 134 LUBRICANT ANT INSTALLATION INSTALLATION INSTRUCTIONS FOR PRESS -SEAL PROFILE RUBBER GASKETS The lubricating compounds listed on the front page are manufactured expressly for lubricating O-Ring & Profile rubber gasket joints on concrete pipe or manholes. INSTRUCTIONS 1, Clean all dirl, dust, and foreign matter from (lie joint. 2. Stretch the gasket aver the spigot and of the pipe and equalize by pulling the gasket sealing lobe about one inch and releasing the gasket. Repeat every 3 to 4 inches around the circumference of the pipe. 3. Apply lubricating compound on JaL to Insure preper lubrication. FOR PRESS -SEAL ❑-RING RUBBER GASKETS The lubricating compounds listed on the front page are manufactured expressly for lubricating 0-Ring& Profile rubber gasket joints on concrete pipe or manholes. INSTRUCTIONS 1. Clean all dirt, dust, and foreign matter from the joint. 2. Stretch the gasket over the spigot end of the pipe and equalize by inserting a screw driver or a flat object under the O-Ring gasket and rotating it at least one and a half times the circumference of the pipe. 3. Apply lubricating compound on bell and gasket to insure proper lubrication. Installation instructions apply to both STANDARD and CLASSIC lubricants For PROFILE Rubber Gaskets ONLY per 100 joints (U.S.) per 100 Jalnts (inetric) Size Lbs. Site Lbs. Pipe Slze kg Pipe Slze kg ell 12 48" 82 200 mrn 5.5 kg 1200 mm 34.3 kg loll 15 54" 92 250 mrn 6.8 kg 1350 mm 41.8 kg 12" 18 Coll 104 390 rnm 8.2 kg 15fl0 mrn 47.3 kg 15" 22 GGrr 113 375 mm 110 kg 1 1650 mm 51A kg 183. 26 72" 122 450 rnm 11.8 kg 1800 mm 55.5 k9 21 rr 30 78 159 525 min 13.6 kg 1950 mm 72.3 kg 24r" 43 84" 173 500 mm 19.5 kg 2100 mm 78.6 kg 27" 49 90" 184 675 mm 22.3 kg 2250 mm 83.6 k9 30" 54 96" 196 75G nim 25.5 kg 2400 mm 89.1 kg 33" 56 102" 210 825 mm 28.4 kg 2550 mm 95.5 kg 36" 63 108" 221 950 mm 28.6 kg 2700 mm 100_5 kg 42" 73 1100 mrn 33.2 kg For G-RING Rubber Gaskets ONLY per 100 joints (U.S.) per 100 joints {metric) PIPS SIPS Lbs. Size Lbs. Pipe Size kg PIP Size kg 9'r 15 48" 1133 200 mm 55.5 kg 1200 mm 34,3 kg 10" 119 54" 115 250 mm 6,8 kg 1350 mrn 41.8 kg 12rr 23 BO" 130 300 rrm B.2 kg 1500 mni 47.3 kg 15rr 28 GGrr 141 375 mm 10.0 kg 1660 mm 61.4 kg 18" 33 72rr 153 450 mm 11.8 kg 1800 mm 55.5 kg 21" 88 78" 199 525 mm 116 kg 1950 mitt 72.3 kg 24" 54 84" 215 Bap mm 19.5 kg 2100 mrn 78.15 kg 2711 61 90" 230 675 mm 22.3 ky 2250 mm 33.6 kg 3011 68 96" 245 750 mm 25.5 kg 2400 mm 89,1 kg 33"' 73 1102" 262 1 825 mrn 28.4 kg 2550 mm 95.5 kg 3B'r 79 108" 276 950 mfn 28.8 kg 2700 mill 100.5 kg d2" 9i 1100 rnm 33.2 kg 135 Press -;Seal believes aA informalion Is accurate as grits publiGvWn daW, InfQrmalian, spedf€aGOrsS, and Qr;bM are all subject to change wllhoul nollcc_ Press -Seal is not respomitAe for Pny inad+eneni er*ors, Copyright 20211 Phone: 800-348-7325 PRESS -SEAL CORPORATION Eniai1: sales c@prass-seaI.com Fax. (260) 436-1908 ProleotioR Oerr d?n0 6 Groall watarsupply Web: www.press-seat.cam u erwex�vr�r<,�.�r�r� 1 0� TSS Series Tyl'nx° StrperS.-id'" Pre -lubricated Gaskets for Single Offset Joints on Round, Elliptical or Arch Concrete Pipe Say good-bye to the lzcbe bucket and brush. Say Bella to a first, clean, simple installation. Ahe unique design oFthe'lylox' StjperSeal"' ripe gac- ket is britiging a cost -saving revolution to the field of concrcrc pipe: gasketing and installation. 10 NO field lidbrieation. The Tyloe SuperSeal'" gasket has a thin layer of silicone lubricant in- stalled on the inner surface of the tube during the manufacturing process, so rio ]tithe is applied at the job site. This saves Lime and money during installation. The lubricant is sealed in the tube so is impervious to mrid, dirr and debris so, if the gasket is dropped in the trench, simply wipe ilie gasket surface clean and you air read} to install. No equalization requbvd Tie unique lamellf rolling -rube design aFthe Tylox" Sup crScal- gas- ket .means recanted gasket stretch requirement, resulting in no equalization and reduced labor nreds during installation. Aquick and easygasker installation provides even more time and money savings, and no mare worries about the chance of this step being overlooked at the job site. 9- No gasket `roll" or '$wist': Another heneRE of the unique lamellfrolIing-tube design is the dras- tic reduction in insertion forces, virtually eliini- I ating tliE gasket "roll" and 'Invise, associated with o-ring and standard profile gaskets. Manual coupling of up to 36" pipe is possible. • Sedf-Centering. llle rolling -tube design enables the pipe spigot to self -center withia the bell diie to the forces generated as the tube rolls into and fills the small annular space during the homing process. ll o Joint Kick Raek. The small teeth within the rolling tube "lock' under rearward motion, resisr- irtig pull-out forces and maintaining the "horned" position. * Reduced deflection. The rolling tube acts as a "filler" within the small annular space between spigot and bell, both reducing the amount of deflection under side -load and acring as a hull Fer to eliminate spigot and bell spalling due to concrete-ro-concrete contact. Zylox' SuperSeal" gaskets are available for all common combinations of annular and total aniitilar spaces. Lamel le Lubricant Makinjo Infrastructure Waterf' h Today for a Greener, Sustainable Tomorrow Tuba Locking Teeth Available Modcls Modd Hiady Height Body N"Jth Total Width To Suit Annular Sparre Teif:A Small 115" 0.490 0.600 LISS 0_281 4.094 135 0.610 0.712 1.579 0.326 0.126 L65 0.682 0.791 1,795 0.422 0.146 166" O.680 O.78LI I.1,15 0.422 170 0.682 0.808 1.29t1 0.375 0.126 185 0,740 0.896 2,061 0,446 o.1.46 1RA,, [}_758 0.890 1_631 0.446 0.094 200 4,798 0,950 1.7')3 0.5t10 0.146 200L 4,885 1.449 2.549 0.5iX) 1).175 201" 0,807 0.9 E9 1,9 1.544 0.694E 22.5 0,914 3.685 2.797 0.525 11.175 22fi" 0.900 1.04a 2.318 0,525 {}.0y4 245, 0.9C5 1.120 2.01 C} o, 590 9.190 � Igor 1r}{otn77Ytlotlt� µufjyblcs only, ('.{}w€ulS your ltamil [rsn Kent relsr�fienr.�- tivc 110r sir3106 to suit yourapeci6c Judnl &11115,. r• Iles madcls clo not have locking tccth, Materials and Identification Tylox' SuperSeal" gaskets are manufactured Freon, a variety of synthetic rubber conipounds to meet or exceed the material requirements of ASTM C361, 443, C425, C 1619 and C 5A A257.3. The applicable specification(s) and usage made for a particular gasket are identified by a colored stripe around the periplie ry oFthe gasket: ASTM C443, C1619 Class C. C'SA A257.3 Whire stripe ASTM C;3C 1 r C1G19 Class A, CSA A257.3 Stilt: SLnpe ASTIvt C425, (',alifnrnia Greenhnnit C;rcen Stripc Coil Resistalst ASTM CA43, C;1619 Class D, C:SA A257.3 Orange Stripe Nit rile rubber A51'M C443, C1619 Class U, CSA A257.3 lrellow Stripc Neoprene rulAry `the above listing covers the standard, Nottll Alned- can specifications. Gaskets rnawrials are available to meet many other specifications. Please consult your Hamilton Krnt re-prescntativc regarding materials to meet your particular specifications. =Hamilton Kent Sealing Your Connection Pressure Rating Tylox' SuptrSeal" gaskets are suitable for use in sys- tcrns with up to 13 psig (30 ft Head) pressure require- ments. Higher head pressures have been obtained with certain joint designs. Installation 1, Ensure that hell and spigot arc free from cracks, chips, or other deFects. 2. Brush loose dirt and debris from the inside surface aFthe bell, the spigot and the gasket. 3. Stretch gaskctaroundthe spigot,with the nose against the step, and the tube laying flat against tlic spigot. 4. ❑o not lubricate the gasket or joint as this could adversely affect the performance of the gasket and the joint, 5, Align the spigot ►virh the bell, ensuring that the gasket is in contact with the bell around the com- plete periphery, then thrust pipe horac using suit- able manual or mechanical means. The homing process will cause the lubricated rube to roll over itself, above the compression section, allowing the pipe Lo slide forward. Once hilly horned, the compression section seals the total annularspace; the rolling tube comes to restwith- in the sinall annular space acting as a cushion against side loads; and the tube acts to resisr pipe pullout. TEL (800) 268 9479 FAX; (888) 674 6960 WEB: www.liainiltoiikcnt.com E-MAIL: itiform-.itioii@batniltonkent.com Lit TSS_'ipc_LnglisLR10 Irks'Srtlxt4+1'Ct.krn+rr msnsiri.�i.re�l}. Hinnlmn K�ru Inv. an,ifnr}9aroilrw Vc LL{A ak,Ftg6q Led.db.ra hry TY-Ihnn Kent t1C. Tyler' L � ee�„ried rr,eemui nl Ham�lmn Freer fnc S,ei..�.,7" u a traJer.,.,4 oC Hrr„ilmn Keei Inc COUNTY" MATERIALS CORPORATION Mamell • 1113 N Main St, • Maxwell, IN 46154 tel 0 M 323-60W - fax IV?) 461-3018 BITUMINOUS JOINT PIPE - MATERIAL L PER JOINT MULTIPLER X 1 JOINT PIPE SIZE COMPOUND CONSEAL 12" 1.62 LBS 4.3 FT 15" 2.77 LBS 5-1 FT 18" 4.00 LBS 6.0 Fr 21" 6.00LAS 7.0Fr 24" 7.83 LBS 8.0 FT 27" 9-00 LBS 8.8 pl, 30" 1().00 LBS 9.7 FT 33" 14.00 LI3S 10.5 FT 36" 18.70 1:BS 11.4 FT 42" 28.50 LBS 13.11 FT 48" 37,50 LBS 14,6 FT 54" 45.00 LBS 16.8 Fr 60" 59.13 LB5 18A FT 66" 76.50 LBS 20, 0 Fr 72" 93.00 LBS 21.0 FT 7811 10 .f)0 LBS f 22.917 84" 137,50 1 AS 2A.21-7 901, 17 1, 00 LBS 25,9 FAT 96" 195.00 LBS 27.6 FT 108" 225.00 LAS 31.0 FT 120" 255.00 LBS 34.0 FT 314" 1 114" 1 112" 1 3/4" Your Source for Conwuctlon 8r Landscape Products 000UNTY" MATERIALS CORPORATION J01NT LUBRICANT - POUNDS PER JOINT PIPE SIZE MULTTPLIER 12" 0.30 I 13S I F 0.35 LBS 18" 0.40 LBS 21 " 0.50 LBS 24" 0.60 LBS 27" 0.70 LBS 30" 0-80 LBS 33" 0.90 LBS 36" 1.001 IRS 42" 1.20 LBS 48" 1.40 LBS 54" 1.60 JIBS 60" 1,75 LB S 66" 1.90 LBS 72" 2.10 LBS 78" 2.25 LBS 84" 2.50 LBS 90" 2.75 LBS 96" 3.00 LBS Maxwell • 119 N Main St. - Maxwell. IN 46154 tei (317) 373-6M • Fax (877) 461-3D1& Your Snurcc for Canetrue tlon & Landscape Products COUNTY MA111PIALS CORPORATION Maxwell • 119 N Main St. - Maxwell, IN 46154 tel 1317) 323-6MO , Fax I677j 461-3Q1A APPROXIMATE QUANTITES OF JOINT LUBRICANT FOR RUBBER AND CONCRETE JOINT PIPE SIZE JOINTS PER 30 13 PAIL 12" 100 15" 84 18" 64 21" 52 24" 40 27" 34 3{}" 26 33" 22 36" 22 4271 ] 16 48" 12 54" 10 60" 4 66'I 6 72" 6 Yaur Snur[e for COnStru€tian & Landscape Produ€is BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: Name 9/2/2025 Gemma Stanton Department of Public Works — Engineering Division BPW Date: 9/9/2025 Phone Extension: 9083 Required Prior to Submittal to Board BPW Attorney X Attorney Name Dept. Attorney ❑ Attorney Name Purchasing ❑ Check the Appropriate Item Type — Re uired or All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet ® Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution F] Other: n Ease./Encroach Company or Vendor Name New Vendor MBE/WBE Contractor Project Name Project Number Funding Source Account No. Amount Terms of Contract Special Contract Provisions Purpose/Description Information U Yes❑ If Yes, Approved by Purchasing ❑ No ❑ WBE Completed E-Verify Form Attached Yes ❑ No The Pointe at Riverwalk Building Concrete 124-069M River East TIF PR-43008 Unit price N/A Request to open quotes for The Pointe at Riverwalk Utility materials For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount Current Percent of Change New Amount Total Percent of Change: Time Extension Amount: New Combletion Date: Increase Decrease Increase Decrease