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HomeMy WebLinkAbout11-154 Resolution No. 11-154 RESOLUTION RATIFYING THE EXECUTION OF A CONTRACT COMPLETION AGREEMENT WITH ARCH INSURANCE COMPANY AND ORANGE CRUSH LLC REGARDING WATERFORD SUBDIVISION-NEIGHBORHOOD 3 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS,that pursuant to Elgin Municipal Code Section 5.02.020B(9) the City Council hereby finds that an exception to the requirements of the procurement ordinance is necessary and in the best interest of the city; and BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that it hereby ratifies and approves the execution of a Contract Completion Agreement with Arch Insurance Company and Orange Crush LLC by David J.Kaptain,Mayor,and Kimberly A. Dewis, City Clerk, regarding the Waterford Subdivision Neighborhood 3 development, a copy of which is attached hereto and made a part hereof by reference. s/David J. Kaptain David J. Kaptain, Mayor Presented: August 24, 2011 Adopted: August 24, 2011 Omnibus Vote: Yeas: 7 Nays: 0 Attest: s/ Kimberly Dewis Kimberly Dewis, City Clerk CONTRACT COMPLETION AGRE1•ILN'T WATERFORD SUBDIVISION] NFIGHBOR11001)3 'rb;s Coniroct Compledon Ag eement for Nciglrbutltoud 3 in the.Waturfurd Subdivisiou, Ellin,Illinois(the"N3 CoinpletionAgreemcnf'or"Agrucmcnt") is made and entered into this L]th_d3y u1 August,2011,by and hetween the City ul'Elgin, Illinois C'Elgin")i Arch lnsuritrtcc Company. Mehl, autil �'� f �'`. Y�G`��� L 4 ��. . (tile "N3 Contractor'). R E C I T A 1, S W111:11F.AS,Knitall hill bores,Inc.("Kimball 1•fill")undertook to dcvulop certain teal pruperty in Fiviu, Illinois ("Elgin"). commonly known as the WutUibrtl Subdivision, which Waterford Subdivision is divided into Neighborhoods fur file purpuse of dewtupuncut: WIII;RF:AS, to secure the construction of certain improvements in the Waterford Subdivision, Kimball Hill procured and delivered to I{Igin the following, performance bond issued by Arch. us surety: $und No.SU:019730 dated _0arcb 10,20116: in the nriginal amount ot'S 1,4?r,0:3.3G,which amount was subsequently reduced to S61 i,S 0.26 on Amuary 30,21108, and is subject to being further reduced,pertaining to certain improvements in Neighborhood 3 of the Waterford Subdivision(the"N3 fiend"); WHEREAS,un or about April 23,2008,Kimball Hill tiled a voluntary petition for re)iel' under Chanter t 1 of the United Slates Bankruptcy Cvde in the United States I3unkruptey Court for the Northeta District of Illinois,Eastern Division.ss C'ase Nu.OV 0095; j t t WIWREAS. Ligin has nutid;ed Arch that Kin r-all }litl in deiaul: ul' its bonded obligations snd made a demand upon the V3 Mond(the''\,:3 Bund"); j s Exhibit 1 I�v t WHEREAS, Elgin and Arch have entered into a Settlement Agreement whereby Arch has agreed to satisfy certain obligations under the N3 Bond by -making arrangemcttts for a contractor(s) to perform and complete all of the work identified on a punchlist prepared by Trotter and Associates, Inc., dated Reviscd 6123/11 which is attached hereto as Exhibit I (the "N3 Punchlist"); WHEREAS,the N3 Contractor has examined the N3 Punchlist_the situ of the Work to be performed,qte relevant plans and specifications;the Elgin Municipal Code and the requirements thereunder, and is familiar with the procedures required by Elgin for th. .completion and acceptance of the public improvements wluch are the subject of the N3 Punchlist;and WHEREAS, the N3 Contractor has agreed to complete the N3 Punchlist in accordance with the leans and conditions set forth herein. A G R E E M E N T NOW,THEREFORE, in consideration of the promises and covenants contained herein, including the above-stated Rzcitais which are incorporated herein by reference, and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, Elgin,Arch and the N3 Contraetor agree as follows: I. The N3 Contractor agrees to perfornrthe pork and supply the neeesm q materials 17045 V: ri Cr. fX ! . %—L}, AL .%` �. x11. �. AYE 11A..O to complete tile N3 punchlist and the public improvements in Waterford Peighburhood I which are the subject of the N3 Punchlist in accordance with the Engineering plans wid specifications for the Waterford Subdivision 3, as prepared by Manimrd Consulting dated 06/17/03 and last revised October 7,2005,(hereinuRer referred to as the"133 Punuhlisl Work"). (iF MORE THAN I f t ONE N3 CONTRACTOR AND MORE THAN ONE COMPLETION AGREEMENT, MODIFY � PREVIOUS SENTENCE TO REFLECT WHAT PORTION OF T1­IE N3 PUNCHLIST WILL .l -2- PA r ' BE COYII'I,FT D BY TIE N3 C OINTRACI'f)lt WNIC H IS A PARTY To THIS PARTICULAR CO'MPIXTION AGREEMENT) The :y3llunchlist Wxk :hall also be performed in accordance with the Elgin I-lunicip+ai Cryle, applicabl' regulations adopted by Rlgin's enainecring department including standard details, general nodes and engincering and construction standards and specifications..and Al other npplicable requirements uF law. The Standard General'Conditions of the Construction Contract prepared by the Enginccrs Joint -Contract Dmumc:nts Committee, 1996 edition,,hall apply to this Agreement and to the work to be perfurmeot pursuant Id this Agreement(die -Guneml Conditions'}. In the event of any conflict between the terms of this rAgrcemew, and the !cans of such General Conditions, the terms of this Agreement shall supursecle and control. Z Elgin shrill pay to the N3 Contractor dhe sum �,f jr ' j{�V l for eornpleting the N3 1?unchlist Work, which psynienis shall be made in iwcordanee with the General Conditions. Arch shall My this sum to Elgin upon exeeurian of this W Completion Agreement, which Elgin shall use to.pay the V_Cortrtctor for lilt: N3 Punchlisr Work. To the extent the penal limit of the 1:3 Bond exceeds this pivnu:nt, the ditterence shall be available to pay for repair of any Additional Storm Sewer Dcfccts as described in Paragraph 4 hereof. Under no 6rcumstances shall the penal limit of the N3 Bend be exceeded. if die penal limit of the N3 Bond is reached as a result of the Additional Storm Se,-ver Dcrccu identified in Paragraph 4 hereof, Elgin shall reduce the amount of the tzpairs liu the Additional Sturm Se•xcr Defects to stay within the penal limit of the N3 Bund or, nt l;sin's nptiun. pay rite N3 C'imtractor any amount over the penal limit of the N3 Bond to complete(lie repair of the Additional Storm Saver Defects. .3- i E i i V� r I Ilia N3 Contractor shall warrmt all (if its work perfanned pursuant to the N3 Completion Agreement ttha-N,Wbrmnty WorV) for n period of one v t ar from the dote of Substantiul Completion, as reasonably deternined b-,• l-lpin's I,nnineem For the purposes of ciarificution, and not as a limitation on the N3 Contractor's warranty, claims which ary covered rind may be made by the City during the one year wurntilly period include,but are not limited to, claims for the failure of grass in restored areas or the f;dlure of.other htndscuping installed by the N3 Contactor, d. The V3 Contraactor respunsible for sewcri nkrecs to tclevisr the purlion of the storm sewers that had not been previously filmed, as identilicd in the letter dutt:d February 1, 2011 iron;Trutter&:associates,which is attoched hereto;ts Exhibit 2. 1 he:13 Contractor shall provide to Elgin's Development Engineer the tiddco ol'cuch televising For the lilgin Development T:ngineer's determination as to whether any additional de..iects are identified 11-nm file televising which require additional repair (the ''Additional Sturm Setr•cr 1)clirts"), the N13 Contractor shnll repair such Additional Storm Sewer Detects as directed by thu lil'in Development Friginaer. The N3 Contactorshall notify Arch ofany A,iditionol Storm Sewer Defects prior to performing the repairs. Arch and the N3 Contractor slutll agree on the amount of compensation to repair the Additional Storm Saver Defects, and Arch shall pay the cunetrnt to tltc N3 Contractor within thirty(30)days after Elgin approves the•repairs cf the Additional Storm SUWCr Defects by qtr jN3 Contractor. Elgin shall have no respunsihilitV Ibr Di1.iII2 I'nr the repair of any Additiomtl Sturm Scwcr Defects unless and until the penal limit of the N3 Bond is reached as described in Paragraph 2 hereof. -4- f , i 5. The N3 Convactor shall complete all of the work and improvements set funh in the N3 Punchlist and that the repairs of the;Additional Jqairrn Server Defects in accordance with the fallowing procedtttes: A. When the i:3 Con.tractor has substantially comple!ed the work, it shall deliver the Billowing to Elgin's Engineers: as-built drawings oi'its work signed and sealed by an authodzed.professional engineer: storm sewer television testing results.for repaired stonn sewer actions;and a letter from Manitard C'unsuhino as the design engineer (or such other engineer as is occeptahle to Hgin) stating that all N3 Punchlist work lias been completed in accordanwe wi'h the ;ruor0V'ed plans and Spec!f cations. B. Elgin's Engineers wilt conduct u tfeld review ol'ihe\3 !'t:nchlist\VOrk io identify any duliciencies or uncompleted items of work. These items, toglether with all deficiencies discovered upnn a revie%v of the above described as-built drawings or sewer tapes, will be compiled into n purehlisr letter and fon; t-led to the N'3 Contractor for completion or correction. C. 1�'lten the N3 Contractor corrects any deliciencirs and urtnr!cte.,; all the work, Elgin's Crigineers shall review the conip!eted work, whieh wort:will be approved if it is complc[cd in accordance Nvith the encineerinu plans and ordinances. It deficiencies remain,those will he identi tied. D. Alter Elgin's Engineers have mviewzLI and approved [lye N3 Contractor's submitted as-built dr wines, ilia N3 Con[cretor most suhrnit an.-huilt drawings in i etc:trunic krona[aiung with ardor copies of the apprvvcd os-built drawings. j f f � H. Final payment wili be nTade to the W Conractor upon acceptance of the N3 Punchlist Work by(Agin. b. The N3 Contractor shall commence the work !o he peribrinod pursuant to this Agreement no later than thirty(30) Jays of the entry into this Agrceni nt. 'File N3 Contractor V Fag yylilcq tT is oeF5peN.0 R3LC shall substantially complete all of the N3 Punchlist Work 4iNS41RX rirrr orr121cr9 PU rqs UA,VT 7-9 7-f¢Js A(�,967FM CW 7 (tTrnl,i-.rr 14 RSS.PelrjBIBr E PG. C+i_1 A 11.1 T'n'T 11 1 11T 1.11 W�r97%% TI_iJ_].711�S.0 .. �7�rz, raSTCa er`ii'�7'-r•a 7-r tr?'*�t�TC'GT_.rrL rem—rt z ' ) by October 15. 20.11; and shall achieve Final completion and acceptance by November 30, 2011. It is agreed and understund that the X13 Contractor(s) responsible for the mstoration of disturbed ar us or '.he .installation of other landscaping its part of the.work to be performed puruan, :n this agreement is required to triter such restored areas or other landscaping as is ncTessury until the gran- or other landscaping is viable. It is grecd that the further tvtering of reti�orcd areas or other landscaping to establish viability of arras or other landscrtping shall in and of iiselif npt lrrrclu&the detr.t-nitration of final completion provided, however, die N_ Contractor shall ;urnethcless ceminue wi:h such further watering until the viability of the grass in restored areas or oti;er l;usdscupin�, is established. in Iliv event of my cunlliet between these dates acrd dates elsewhere in the docitments referred to in th;sAgrcem;mt,these dates shall prevail. ?ime is of the LssereL of this Agreeincnt. 7, It is agreed that as reasonable liquidated d;taiages for delay(but not as a penalty) the M Contractor shall pay Elgin 5200 for each day txtyund the tune specified for 5ubstantiul Cumpletion. Aller Substantial Completion, if the M Contractor shall acglect, refuse or fail to complete the remaining %York within die time specified in this Acreement(here'inaf'ter referred to as the "Agreement l"imes') or any proper extension thcreul'granted by Elgin, the N3 Contractor shall pay Fkain 5300 for each day beyond.he tune for final comillction. in the event more than -6- i U v f one N3 Contractor is retained to complete the N3 Punchlist %Vork, caci \'3 C'ontractor's daily liquidated damages shall be determined by multiplying the contract percentage of the total N3 Punchlist aVork by 5200. This calculation shall be mails at the time of eorimiciin,and reflected on.the N3 Puncilist for each N3 Cnntractor. The N3 C'onrracmr agrees and;acknowledges that such liquidated damages constitute a reasonable cstinuttc of FIgain's acruTtl damages. Such liquidated damages shall aonb6tute.Elgin's sole recourse for and shun consiiure lull satisli ction.. of Elgin's actual damages resulting from the N3 Contractor's May, The N3 Contractor further acknowledges and agrees that in the event any provisions in any of the other dwiments referred to in this A-recinent conflict with the provisions of this paragraph or otherwise provide for V.darwigvs wsulting from the N3 Contractor's delay,tltc provisions of this pargnph shall control. and such conflicting provisions in any otter documents referred to in 'his;�Grcement shall not constitute, and shall not be construed as, a basis by which to render the provisions of this paragraph imenforceable. S. In the event the N3 Contractor is delayed in the prosecution and uvinpletiun of the work to be performed pursuant to This At7eement or achievemunt of any ot'the Agreement James because of zuiv delays caused by Elgin or the Engineer or other causes herons:the control of the N3 Contractor, the N3 Contractor shnli have no claim npiinsr Elgin or the Engineer for damages or contract ad.usonept other than an extension of the Agrivment Times as provided herein and the waiving of liquidated darrtaees during the period ncouioned by the delay. 9. Elgin shall make p.a}anent on ibe basis vi' the i*3 C'wttmetor's .application for payment as mcornmended by the Engineer, in cont'onnance with the City ur Figin's accounts payable schedule. All payrnents should be hascd upon :hc prf gntss of ikc work,measured by them schedules provided in the agreenient documcnts. Nutvtiithslandine anvdting, to the contrary in r I I i�v I i any other do convents referred to in this Agreement. Erin shall be entitled to withhold any payments pending, the snbmission of parlinl or full waivers ui lien ur.:l4x certificates ventyinb the receipt of payment for all work performed by all subcontractors op to tae date of the v3 I Contractor's application lbr partial or final payment in Ouin`s sole discretion. Elgin shall Further be entitled to make such payments dITCCtIV to ally subcontractor as may be necessary to obtain l such lien waivers an(lor certifications. Tn the event Elgin makes arty such paynicrtts directly to any subcontractors,the amount of such pa)zncnt shall be;deducted tram he total amount due the td3 Contractor pursuantto this Agrecmdur;and the h'3 Contractor shall provide a writt.^.n release to Elgin in tite amount of arty such puymeuts upon ten days written derttand. Concurrent:viLh.all applieatdons lbr payinent,the N3 Contractor shall provide Figin with.t_,,wont certification of all work performed by tilt subcontitelors and the amounts paid to all suhconlnictwrs as of the dulc of application. W. Elgin may withhold, from Ml payments prior to Suhstantial C.,ontpletion, an amount equal to tat percent .(10%) of work completed, at Flgin's sole discretion. Upon Substantial Completion, Elgin may release a: portion of the rctninage to the N13 Contractor. .retaining :u alt times an amount Still-lCient to cover the costs of the wu;1t r"nalining to be completcd,at Elgin's sole discrelion. Puyment of any retainage front Elgin tr,the iti3 Contractor shall not bt: mireasmtably withheld. Elgin shnil net be required to make IT.-ml payment prior to completiun and acceptance of all cWthe work by Gigin. 11. The N3 Contraactor shall provide to Bain a Perlomtauce Bond and a Payment + Bond, each in the amount of the N3 Completion Payment, with rc pecr to the work under the ! N3 Completion Agreement. which bonds shall be issued by a sorcry ;icueptable to Elgin I I I s 1 U� (collectively the '.W3 Completion Winds"). The scope of coverage under N3 Completion Bonds shall also extend to the N3 Warranty Work. 12. 'flit N3 Contractor shall also Provide to F'Igin the insurance as described in the supplemental conditions which is attached hereto is E%hibit 3 (thC"Supplencntaf Conditions".). The N3 Contractor agrees that any third-p;uly claims against the N. Conu ctur and/or Elgin shall be properly forwarded by the N3 Contractor to the N3 Contractor's insurance company for the appropriate resolutimi of said .claims. Unresuivcd claims ;nay al}cct/delay final payment hereunder. 13. The\3 Contractor shall take all nt-essury precautions t'ur the pi-o ction of public and private propeny. This shrill include the louition and identification orprnps.•rty markers prior to and.durine construction. The N3 Contractor is responsible liir the t?tunttge or deslruetion of property resulting from neglect,misconduct or omission in his rnanncr or method of execution or non-execution of the work, or caused by defective work or the use of unsatisfactory ninterutis and such responsibility shalt not be released until the work has peen completed and accepted and the requirements of these specifications complied with. i1"lmnever public or prig;itc properly is so damaged or destroyed, the N3 Contractor shalt, at its expense, restore such property to u condition equal to flint which existed prior to such damage or injury by repairing, rebuilding or replacing it as may be directed,or it shall otherwise make good such damage or destruction in:in acceptable manner. If the N3 Contractor fails to do so.).assn will withhold any payouts toward completed i-.ork until armngtements arc rnadc to correct any daniere as described bclov;•. 14. llie N3 Contractor shall comply with the Illinois Prevailing Wage;pct: 820 ILC'S 130;0.01, et seq., including. 'ut out limited to, paying the ptvyailing wazc :i:i acquired therein and completing all necessary documentation and reporting requirements -9- 15. Notwithstanding any other provision of this N3 Completion Agreement, it is expressly agreed and underswe-d that the N3 Contractor shall comply with ali tipplicaNe Federal. State; City imd other requiremerts of law, including, but not linitcd t5., -,,ny applicable requirements regarding prevailing wages,minimum cape. workplace s tfcly and Irgal.SUItUS of employees. N3 Contractor shall also it its expense secure ill permits and licenses, pay all charges and Fees and give all notices recessnry.and incident to the duc and lawful prusccution of the worlc,.nnd(or the products nrtdlorsci-iees to be priwidcd for in this Agr eclncnt. 16. Tlie N3 Contractor rep.csents it has made a reasonable insmetion of the construction site and herx-by volunturily waives the ineurpnrrtion of Ilse provisions of 30 11-CS 35.7!1 et seq. and represents that the negotiated contract pried is (he sule consideration for the constntetion of the improvements described in this Completion Contract. Further,Elgin skull not be liable to the N3 Contractor for any amount of money over the negotiated contract price unless Upon a duly e ectited change order prior to the work peribrined by the N;Contractor. 17. The ti3 Contractor shall be responsible fix the proper handling ar:d disposal of any construction or demolition debris removed from the construction site in accordance with Public rlet 90-761, and other applicable requirements of law, ['he cost of th•_ documentation, handling or disposal of any such construction or demolition debris shall be the responsibility of the N. COrItraetOr,which amount shell be included in the contract amot:nt shoed in Pardgraph 2 above. Without limidne the foregoing, the i43 Conimcior s al! not conduct any generation, transportation. or recycling of construction or demolition debris, cyan or general or urcontarninalcd soil generated during; construction, remodeling, r•puir. :end demolition of utilities, structures, and ibads that is not comingled wid) any taste, t iiltouc the maintenance of docunienl4tkor. idttnnlyin,"tlle.ltttuler, �enerittor, place ul orrbin of the Jebrt�, or still, the %yeight , 10- U " or volume of*the debris or soil, and the location, owner and operator of the facility where the debris or soil was transferred, disposed, recycled or treated. This ddcumcnfation must_ be maintained by the N3 Contractor for three years. i 8. The terms of(his agreement shall be sverable. In the event ;any of the terms or provisions of this agreement are deemed to be void or othwru•ise unewi rueahle liar any reasons, the remainder of this agreement shall remain in.full.force and effect. Itt. •Jltis agreement shall not ix construed so ns to create a partnership,joint venture, employment or other agency relationship between parties. 20. "this agreement shall be.subject to and .governcd by the: tans (it' the State of Illinois. Venue for the resolution of any disputes or tl:c MFGTCcmcnt of any rights pursuant to This agreement shall he in the Circuit Court of flame C:oumv. I llinois. 21. No official, director,agent or employee of any pirty shall he ch:artled personally or held conirautually liable under any term or provision of (his Agrecmenl because of their "ccution,,approval or attempted execution of this ALreement- 22. In ati hiring ur employment made possible or resuftin. "min this:\grcement,then shall be no discrimination against any employee or:applicant (hr emplo}•anant because of sex, aoc, race, co!or, crm. 1, national origin, marital status, or the presence oi'an:disability, unless based upon it bona tide occupational qualification. This rgUiremunt :;hall ;apply; but not be limited to: Employment advertising, iayofT or tcrminution, ratc9 of pay or other forms of compensation and selection for training, including apprenticeship. No person shall be denied or ,ubiected it)discriminatiou in receipt of*(lie benefit w.vic-es or activities made possib)e by or resulting tTOm this agreenenl or, the grounds of scx. :aee. color, epee!_ fm6orial origin, age except artinimurn a-ae wad retirement provisiuns, marital ::t;atus or the presenc:- of:any disability. Any violation of this pruvision shall be comiderod u violation of a material provision of this Agreement and shat] be grounds for cuncelladon,,termination or suspension,in .vhtile or in part. of the Agrecrnent by Agin. 23. To the nillest extent permitted by law, tlic N3 Contractor agrees to and shall indemnilly, detcnd and !told harmless Elgin, the Engineer, .N gineer's consultants and the officers,employees;boards and commissions of each and any of thorn from and against any and all claims,suits,judgments,costs,attorneys'lees,damages or any and all outer relief or liabifity arising out of or resulting from or thmuJ,i, or alleged to arse out of. any negligent acts or omissions of N3 Contractor or N3 Contractor's officers.employees,agents rr subcontractors in the performance of this Agreement;or arising.o%of or in connection•.vitli litigation based on any mechanic's lien or othur claims,suits,judgments and.1or dcmanils for damages by subcontractors. in the evert of any action against Elgin, its officers,empioyecs. agents. boards or commissions covered by the foregoing duty to indemnify, defend and hold harmless, Stich action shall be defended by legal counsel Elgin's choosing. to the event and to:hc extent ihru any legal work is performed by Elgin's in-house Deal counsel.pttrsuani to the priwisimis raj this section,Elgin shali he reimbursed by N3 Contractor for such legal work tit the rate of 5200 per hour, which rate N3 Contractor hereby agrees and acknowledges to be a reasonable rate For such in-house attorneys' fees. The provisions of this puraeruph shut( survive any expiration and/or!ermiration of this Agreement. 2d. If more than one N3 C'ontracior is used. _ash amirgenwi l wil!be r:netted on the \3 Punchiist to be attached to each of the contmel completion agreements wi l'_oich requelive ! NO Contractor. In such instance,all N3 Contractors shall lufly courdincte in the scheduling and - 1�- performance or the work;provided, however,each'43 Contractor shall he solely responsible for its oven work;md no N3 Contractor shall be responsible For the work oi'another I\3 Contractor. 2>. Ibis Agreement and each and every portion thoreof.hall by binding upon the "successors and the assigns of the parties hereto;provided;hmkr,cver. that no assignment shall be .made without th.e prior written consent oft he other parties. 26. The N3 Contractor shall also complete at the time of the execution oC this Agreement additional agr cment documents to include the City of Elgin, Illinois, certification requiremutts: City of Elgin, Illinois bidder's cmploi•cc utilizmion linen: City of Elgin, Illinois, ctpual employment :vrintm commitment guidelines; City of Elgin, fllinois sesual hamssntent- policies and programs; City of Elgin. Illinois wageilegal status of employees ufiidavit. Am not ice given under this Agmement shall be in writing mW shall he deemed to have weep given when hand-delivered or deposited it the t!.ti. mall, certified or registered, return receipt requesred,postage pre-paid as follov:;: As to the City of hlgin: Ron Rudd,City Development Engineer 1900 Holmes Rand Elgin,Illinois 60133 Iciephone; (847)9;t-6081 E-mail: rudd.r,0!cityofelgin.or.- With it copy to: 44 idiom)A.Cogley,Cotporatiun Counscl City ufElgin 150 Dexter Court Elgin,Illinois 60120 Telephune: (3471 93 1-5659 E-mail: co,tc)° tY([1tCilyhli �iaArg U" As to Arch Insurance: Will Pearce Arch Insurance Group, Inc. 1601 Cherry Street 3 Parkway,Suite 1500 Philadelphia,PA. 19102 T lephonc:,(215)606-1577 ! Fax: (566)455-7099 ; ti-mail: Nvpearccfwttn;hinsurancc.com with-a-Copy to: Joel R.Pave,Jr. j Leo&Weber,P.C. ! One N.LiSalle Street Suite 3600 C'hieauo.IL 60602 lelcphune: (312)857-0910' L-'-mail: jpagt( leoweber.cum :1Ls to the N3 COIMMU nr: --QRAuScRusHjU.C. 21 C ENTM ST- -HI±5eE1--[ - 60162 ?7. As a condition ul'This Agrccmunt.the`] Contrtcwr shall haxc;in place a V%ritten substance abuse program which meets or exceeds the pmbram requircmenis in the Substance Abuse Prevcution Public Works Act at 530 ILCS 36-VI ei seq. ;1 copy of such policy shall to provided to Elgin's Development Engineer prior to Elie entry and exectifion of this Agreement 28. Notwithslanding anything to dic contrary in this Agrtcment. with the sole i exception of the monies F.lgin has agreed to pay to the '4; Contactor pursuant to Paragraph 2 hereof. no i:ction shall he commenced by the N3 Contrwor. any related `er.;nns or entities, andior rnv of their successors and/or assigns, against I1-11Lin for monet.=.ry dam:%cs. No action shall be commenced by the b'3 Contractor, any related persons or entities, and any of their ia- Successors ancUor assigns against Arch. The provisions of this paragraph Shull survive any expiraliou,completion and/or termination of this AereMMT. M This Agreement is and shall be deemed and construed to be it joint_and collective work product of Llgin, Arch and the \3 Contractor and, as such, this ALrmcmcnt shall not be r :construed against. any patty, as the otherwise purported drafter of same; by :any court of competent jurisdiction in order to resolve uny inconsistency,ambiguity,vargueness or conflict; if any,of the terms and provisions contained herein. l 30. The N3 Contractor herby waives any and all claims to interes!nn money claimed to he due pursuant to this Agreement,and waives any and ail ri;iils it)inicresa which it claims it may other wise be :.ntitled pursuant to law, including, but not limited to. the locai gorcmmcnt Prompt Payment Act,ss amended(50 ILCS 50/1,car seq.)or the Illinois lntefeSt Apt.as amended 181 5 I LCS 2i! 'I,et seq.1, 31. it is agreed and understood that the provisions of the Public Construction Contract Act (30 1LCS 557/1 el seq.) as amended, 511011 not apply to this Agrcement er the work to be performed by the N3 Contractor pursuant to this Agreement. No claim whatsoever shall be allowed to tine N3 Contractor for chnngcs,extra work.or material not included in the Puy inent to the N3 Contractor as provided for in Paragraph ? 11ercnf, based upon a cluitn relating to subsurface or latent physical conditions, or unknown rhysical conditions at tlic site. The \3 Contractor shall be responsible inr making a careful etuminatiun of the site t�f prt:posed work, the contract (!ncuments. _he specifications,general conditions, platens,special provisions,contract ! 1 torts and !hc N3 Puncltfist prior it) entering into This :\awc mcnt_ flag. 'i? Connractor is responsible liar fully intrnining itselfas to the quality and quiniity of*ruateriul.:roquired and the i f 15- 1 I character of work to be performed, including, but not limited to, any n:auers relating to subsur{ace or lutent physicul conditions_ or unknown physical conditions a: the site. The N3 Contractor shall ftu-ther make an inves-tigution ordic site prior to entering inu>this Agrecmem. I 33. -this Agreement,the documents it inuorrunttes and its anachtrums constitutes the I i entire Agreement between Bigin and the N3 Contractor on the_uhject matter hercol'and may.nnt I be chcingcd;.modified-discharged or extended except by ::ritten a miendmem Futly executed by S the parties. Eig)ia and the N3 Contractor agree that no representations or . atrrnnties shall be I binding upon the other party unless expressed in uniting herein or in a duly executed amendment hereof,or change order as herein provided. 33. It is understood that this Aemcment nvy be executed in counierparts by the parties hereto, and that electronically.transmitted signatures shall huve Sc game Iecal effort as originpl signatures. IN WITNESS WHEREOF,the undersi,ned have placed their signatures this _17th day of August r11"I'LST': CITY OF :LGIN,ll,Lt S Its --- Ma}nr By'--- _ By. -- CA#4- 1t.4n� A SS I TP1 F Pl�3;r7w�- + N (-r).NTRAC'IV)R By: k-y Its resident Sacks (� I'-d.ce_t t?:pi+A;.ycc:a�0.i'nmp:eta7n P}arch(n;ura+w�?--rcw-o-'_- 1 t d;x 1 _ )6_ i r� ISSOCIATMINC. ENGINEERS AND SUP,VL•YORS Waterford Neighborho.od 3 Scope:oi Work Fb,." c)jMiljfjt= Lr�ulH Revised:6/23/11 Listed below arc the items"that the Contractor must complete prier ro the;tc ceptan-,c or the _ subdivision improvements.Please.refer to the.Pr p ose Improvement Plans pmpared by Manitard Consulting LTD;inc.dated June 17,2003 with the latest revisitn date of October 7. 2005,Preliminary Landscape Plan prepared by Jun land Design dated July 19,2002.and Park Plan prepared by Gary R. Weber Associates,Inc.dated October 4,2004 with the latest revision data of August 1,2006. n 1. Once the final asphult surlace is installed 011 Elie rnadw,ys, the contr /or ust provide as-built center line elevations to the City i'or review and a roval. The --built information must he shown.incurpormed into the \Haler' nl Subdivision Re- d Drawing Plans prepared by Manhard Consulting. It. Soil and Erosion ntrul 1. Silt Fence shall.be emoved on both sides of 119 184 and the orange construction fencing Shull be remo •d From Tong lets 13}�and 132. 2. Inlet filter protection is on required o the Ibilowing inlets:C13-3-IC; DB-3-I1); Di3-3-21C;CB-3-2 IC and C -tit 3. All areas disturbed by the co Etc r must be restored utilizing wpsoil/seed and. blanket. IF required,the cu tfaclor in water the restnred areas emri}an adequate mat of gross is establish , Ill. Grading and Drain I. The Folio >nb undeveloped lots must have 4"ort:�ps-k 'mtallt in the right.-ni'- %vay( W)and graded ror positive drainage bet ncen the rb and sidewalk(to be . stalled by contractor). Class IA teed, rcrtilili-rer an blanket must be stalled in Elie ROW for undeveloped lots: 125, 131, 1413, H-I. I, 152. 153, 1511, 164, 165, 166, 167, 1112, 183, and 185. The contractor also m -t instal! a topsoil slope from the top ol-sidewalk to the right-o1-way line on the un eloped Iota. The topsoil slope must be stabilized :utilizing Class M sect!, fcnilize and 40NY201 Wascn[toad Suite D - 5t.Charles.Illinois 60175 I°hone 630/587-)4?0 • ;:az 6301587-0475 Lr1t?:ItT I r 1 t Page 2 of 17 =. ytfAL'let-tT i15f--t @-'p+fet�t-8-iv'.'T`•cn;?-vi-si-12err<'1?,•r� r•-�„-+ l+/. issue in the infield area. All disturbed ire-as must he restored utilizing"topsoi Class I seed,fertilizer and blanket. V. Lan upping 3 ha follow S.add=scs have Irecs that arc dead or dying and In us:he rcpld. 1. 603\. �l'o�d Ct.(Rcinove/Replace red maple true) �. 38921Cill' eyDr. .Remove/Replace red maple tree} 3, 2972 Share ro( Circle (Remove red maple nest to driv G;y, reniavelrepince 3 red maples on t4 errord Dr side) 4. 2976 Shamrock Cir t:(Remove/Replace syoumure 'c) 5. 299•I Shanlroek Cin.1c t" cmtwclRcplace 8ycamo tmc) 6, The Following undcveiopc ots do not hnvc,r�s insialled: Lots: 125, 131. 143, 141, 1.51, 152, 153, 155, 164, 65, 166. 16_I R2. 18 , and I SS."I1s:29 missing shade trees un these l'dts must b instal, as per approved engineering drawings and landscaping phtns (Jeri Lan }stgn Ptun dared July 1`), 34x)2) and the disturbed areas rcstumd with topco�n d sued. 7. The .baseball park does not h•dru all and scaping instullcd us per approved engineering drawings landsq ing plans. u d(:echiper must install J.9 shade trees, 19 ornamental trees Srfd 3 evergreens r ilia Jen land Design Plan dated Judy 19,.'.002- �� 8, The improvements to antral Park art:cut compicle. Complete the improvements in accordance with. e"Park Plan For WaterFord"(pr Tared by Gary Weber and Associates,dated ptober 4.2004)as tatcd on Slrcel 6 the engineering plans. Listed beluw a flu)items remaining to be cunst:UCtcd or tv` rr:paired. a. Cunstru t the Pavilion perdetail C17(including 3 pm-k bent,-'s) /d. Supply Goat the Gazebo per detail Dn(including 2 park henchcs) C.- ty and install the following playground equipment: ). 'addlemate blkes; 2 Saddlemute Pony; I Linear Lane; I tittle Climb an We; 2 ctime Swing wi 13e1t Swing;miti Add ) l.)av Saving(-,-'.)inclosed To 'cat. anti install the 3 Heavy Duty Picnic"l'jML:S IOCUted in the southct�t _ s e. '1 here are several sections of-broken ;idr r:ilk rbal must ire :emnvcd and replaced(approx. 125 Sr"). � „tA t±>•n-temp an til e i-.94 SiEle�_{-t#tt+-pll g. w:nn Wk. h. RemuvelRe I tae-LI melt'bent" min Ua 'o�teft-t•Ite-h.>??tle�l-�n.T�u,-.-«_t.,.—_ i r t rrlLEStCCIiC'UECA!•IA'•('orrrzpordnxr_'Ol!ASn'_!JI%3 Sc,rr vrl4a,k Rr.cccf Fdl,I tic: I I 1 I�� fake 3 of 17 ilia Pavilion. y 't The tennis court landscaping area hac I dead Miss Kim t ilac tha/pproved removed and replaced. V1. Sanita Sewer Improvements 3 Appurtenances Sanitaryyscevcr improvcmLnts were reviewed for compliance with the subd'ivisior`improvement plans, the Standard Spec itic:ttions, lbr 'Wat�r�nd Server Main Construction in Illinois,and the City Code. // I. SNIH-3L'\The manhole.has debris in the strut:ipre and must dented. ?. SI 14-31 �'he manhole is not adjusted to the,proper ajj vation, 11 must be adjusted to match the surrounding grada.resiled and tested. ?. SNIH-31- l e unhuh!has debris in the wucture a must he cleuned. d. SN114-3Q The ma thole has a font uhimn:y se and must be replaced and tested. 5. SNIH-3T The manitol has a leakin/donol y seal. Replace the chimney seat and test. 6. The following locations on Nate ord i)rk have an"S"inscribed into the concrete curb: Lots 182, 183, 13� and .address 5711. In;ariFte an "S" into the concrete curt in liront ol'the sewer sc/�t c lecatinn. 7. 'rhe undeveloped lots 125, 131. (1 (i 1 151, 152. 153. 158, 1511, 165,166. 167, 182, 183,and 135 mast have the y# x d"ee'ness pt;sts installed tit tht wrinination of the sanitary sci-ice. The pdsts mtl�t he aintcd real and uxtend at least 36" above dic"round. VII. Storm Sewer Improvements& /pprtcriances Storm server itmproveme �evere reviewed fo\com nr-ce with the approved subdivision improvemc plans, the 5tandsrd Spcciiicnli\-, a\1`atcr and Scwcr N,Iain Construction inj inais,and the City Colic. I. All repaired sto saver detzcts and corrective%vork c.)mpleted and re- televised(il'r loired)prior to City review•and approval 2. NfH-3-I I/ The munhole has debris in:Ire structure t b cleaned. /- M,H The manhole and inlet hasher have dethem nd must be cleaned out and the inlet basket removed A The catch basin and inle t basket Nava dilicin :end lust he cleaned out and the inlet basket removedThe manhole has dehrrs in the stricture st be cleaned, c bottom of the manhole is hru kun and rouaii�:d.The neanhulc his the tvroq, lid and ricet lid must be IR5i�lZt1—[-�Rt�tAt3flh Hlt lttt:t—cICIJ�TrI , , H?Y;L1f5:Cr::'i01 P)13A:Cdrnrnmicn:z\?Ol l-0S^�Z Nit]SciryeoltS,;r6 rc.i:ceL43•tl�xa I l i i Page d of 17 EIeB".r�,.ors.—m'�3L'�@-�FSRtZyS-'r'Tl��-ti�At�-f-rtt'&}T�iiCt#-�fl' \ the rings adjustcil,accordingly. 7.\ MH-1-7 The manhole has debris in the structure and must be cleaned he steps in the manhole structure are 61'I'set and roust be re ovcd, realicned.and reinstalled. 3. CB-3 li The catch basin has debris ill the sttue.ure:rod must be caned. 1 9. (:8-3-71 The catch basin has debris in the stnrentm and ww, e cleaned. Io.M1I-_-6 The manhole frame is utl'sci and must he rcali• ed and the rings adjuslt.•d, accordingly. The manhole has the vrung lid rind the rrt t t lid must be installed. + !i. CB-3-24A )Ii catch basin frame and rings were nt momired and must be { Mort'�Cd. 13.IYIH-3-23 The,nm1 tole rim is at the wrong•aev Oun and must be adjusted to match the 'urrounding grade. 13.CB-3-23A 11iu catch b 'in rmine and rin iverr.not mnnnmd and mtr_St be mortared. la.CB-3-23B The catch basin me rand 'roes were not mor+ared and must be mortared, 15.CB-3-22A The catch basin and i et basket have dchris in them and must be cleaned out and the i ct asket removed. 16.CB-3-22B The catch basin d inlet b sleet have debris in them and must be cicaned out and ie ihIct bask removed. 17.CB-3-220 The catch ba In and inlet b,-iske have duaris in (hem and must be cicaned out nd the inlet basket ren ovcd. IS.%M H-3-25 "Phe ma olc rim is at the wrong clev lion and niusi he adjusted to tnatchic surrounding grade. 19.C13-3-251) Tlr catch basin flame is oil'set and must b utljt;_:iud.The curb bux the catch basin is damal cd and must he r dacud. 20. NIII-3-16 The manhole frame and rims arc ofl'vt and in 5t he realigned and the rings udjustcd,accordingly. 21. tell 1-3-1- The manhulc frame and rings are alTset and must h realigned and the rings adjusted,accordingly. 22. CB -I 1 The ctach basin and inlet basket have debris in them a I must be cleaned out and the inlet Imsket removed. -,1 CA-3-iB The catch basin and isle! basket have dchris in them and m a be cleaned out and the inlet basket removed. ! i • 1. CI3-3-2A The catch basin and inlet basket have debris in them and must b ..�.a;let#-ctrl-nrt+I-fi;a-inlet':le.,':e:r�-n:•.uo{l. -----..-_.. N'.Fp.FStt'r!i•'r't)f•I)]1•:,\L';4:t�,+�:dc�r-�?AI 1.OS+?_tit?3 S:orc ullYirA P.cis�d G2]•I�du:t � 1 I !�y Page 5 or 17 '_'-•o-•---;;;':-sateta-bas't�-ttna:4-i�ct-b�kuN+r - cleaned out and the inlet basket removed. 3fi, 13-3•?5,1 The catch basin has debris in it and must be clearted. The atch basin is at the wrong elevation and Inu:a he adjusted to m¢¢cil the: surrounding grade,'rho structure is inaccessible due Lit a f,ficc.'fhe contractor must removeh-cp(ace a section oi'the fence-n order to complete the work. 27, DR-3-6A The drain basin is offset and must be realigned ;t cordingly. The drain hasin has debris in it Hiid must be cleaned. 23. DB-3-21C tc litter fabric In the drain basin is damaged' d rnitst be removed an replaced with an inlet liner basku. 29.CR-3-9A The •tch basin is at the wrong cicvatio and must tie adjusted to match c surrounding gnrde. 30.CB-3-SA fhe strut re is inaccessible:due to fence. The contractor must remove.'rcp cc n section of the fence in order to clean the structuru, co nut the City fo an inspection and repair any deftcilncies dis tired. :31.M1 -3-12 (rte manhole is h! ked ol;' .the forth and mum he cleaned out. 32.DB-3-7E the drain basin is t: ck• and must be repaired. The drain basin has debris in it and mu c cleaned. 33.CBa3-713 The catch basin has bris'n ii and must ba cleaned. 34.CB-3-7C Die catch basin h debris in't and must be cleaned. 35.CB-3-7D The catch basi tas debris in it d must be elcancd. 36. 1313-3-213 The mortar around the drain b.yin is elatnaged and most be repaired. .17.CB-3-2C 'fhe catg basin has dehris in it and rn be cleaned. A DB-3-1D 11tepin basin has debris in it and must c cleaned. A new inlet fil`yr basket must be installed. =9-C13-3-IXhL Z.area around the cutch basin is at the wron> cicvaiion Lind must graded appropriately. The lifting rings u:t-tlt�cuich basin are till attached and mint he r.maved. A new inlet M cr basket must e installed.•U).DB-3-3•' he drain basin is maser and must he realigned rl"or ingly. The / drain basin has debris in it unit must be clennt:d. 41. 1B The catch basin has debris in it and must lie cleaned. Th filter fabric it) the catch basin is damaged and must be remove \and replaced with a nc%v inlet filter basket. 2 C13-3-20A The catch basin has debris in it and must be ::Icancd. The jt _. 4brie—ir- 01e stela bRiir, in .'BRIa�-O I It'i9LFCli�lf•ti;tEaJ1.3.\:Carerrandmelat;1��7=tilti5eoprarlt';ai H.•.w•d b?x•11::s r }'age o of 17 ( elf c basin is damaged and must be repaired. 43. :13-3 2OR i"hc catch basin has debris:n it and must he Cleaned, 44.D'-3-20C The drain basin has debris in it and roust he cleaned. The rain basin is wTset and must be r aligrcd accuntingly. '.S,CB-3- A The catch hasin has debris in it and must be cleaned. 46.CB-3-18 The catch basin is off'sct and rnusl be realigned acct rdinely.The vetch busin has debris in it end must be::leaned. 47, DB-3-171 he drain basin is located within the fence, backyard ol' u idence and must be-cleaned turd inspected. 48,C13-3-17C The ipes that tun into the catch basin are of mortared properly and. ist be repaired. The catch basin s offset and must be realign acc,rding�y.l'he catch basin h debris in it and must be cleaned. -19.DB-3-10B The drain ba n has debris in it and h use be cleaned. ?0-L)B-3 40C The-drain.basil has debris in it and malt be gleaned. The drain basin has dre wro tic!and thz orrt Ct lid must ha inswilcd. i I.CB-3.40A The catch basin has debris a it and mutt be cleaned. The area around the catclt Bas i, at the wrung elevation and must he graded npprupriately. 52..t-he following sections orstotm se -er havNet: fici ncia th=s(m:1st in repaired and any disturbed areas restored with opeoil and scvd: ;t. CB-3-8A \ 'I"here is a moderate fPset in the pipe joint at 1 1.10' Irvin i'IH-3-8.Thi; "-,gment must be bated.Ilherc is a crack (rod) 7 to S u'cl=�. in the pipe joint at 5=1.90' f m MH-3-8.This must be rep.'red by lining.'Ilhcre is a service connc ton at 11 o'clock at 77.80' i m N•;'11-3.8, and this connection s ou}d be remvved. :he pencn'atibn r ircd, :uhd connection made to 1 a appropriate storm heater strucntrc a per the npprnved Lngineeri.g dra�tings.There is a service connection at n'riock ar 79,90' !'rum [-3-8, and this connection should he removed, the penetration repai d,and connection made to the appropriate storm WD r structure as. per a approved engineering drawings. Once these n:pairs \niRde,se ntent must be re-televised. b/CB-3-7A to CB-3-78 The ppe is broken at 112.70' f-um C13-3-7a. This ;;cu(n / removed and replaced,then 11-w1c,iced. 11�FILI-SCOr'1't?f:G(}t-!:1tCw:nrcnJeneeUUl I-TS 02 N7{3 SwT,urWed He.cai n?31I�hn;t i i Page 7 of 17 Thorp,is-o ^rrvirn rnnnrrtinn�1 111 r'rtn••t 1t If15�1n' t'„m \fU 4�g� `this connection should be removed, the penetration repaired, a id 'onnection made to the appropriate storm water structure as per he a�provrd ungincering drawinJs. Lance this xpair is nude. the se cot rows be re-televised. d. M14-3 4 to CIA-3-24A There is a severe offset at the pipe,Joint at 2.01' :rem v,11f,-24. This segment a tsi be removed and repincod,then re-tclt visa/4,nient c. MH-3-24 to, Et-3.23_ The pipe is b ken at 148.70' from Mt-1-3.24. This must be repaired by lining then re-televised. I M11.3-23 to MH-3-�� 111c pipe is broken at\.50' from Nit-1-3-23.This use section be removed and replaced.There is t d and debris in the pip at 97.50'from 141-3-23.. This must be clrunt d o� artd m televised, ' ere video_provided to TAI terminates ut 100.00' fro m 41i-3?3,which gives an incomplete vice+of the pipe. Once dlc pipe is cleaned out nd all repair; me made, the segment must tic re televised. g. NI1-1-3-16 to MH-3-15 The pipe is broken at W.00' f\ N11-i-3-16. This segment must be repaired by linin—then re-televise h. CB-3-213 to CB-3-2C 111c pipe is broken ai 62.2 from CB,3-2?l. This segment must be wmovcd and replaced- Th,e is a separation in the pipe joint at 69.50' from CB-3-2B. This seg nt must be grouted; Once ali repairs arc made, the segment must be re-t eviscd- \ i. hdH-3 7111 to CB-3-19 The pipe is broken at the;joint at 11.00' from MI -.3-19. this segment must he repaired lining.'['here is debris in the Batt n of the pipe.This segment must cleaned out. The video provided to "Al terruinatta at 28.20' from NI}9-3-1'),which gives an incomplete view t 'the pipe.once: die pipe is V-1 aned out and all n pairs are made, the set n at must be rc- televesud. f j. CB-3-17B to CB-3-17C flee pjoe is broken at 97.60' from CB-3-1713. This :ragment ust be I rem head and replaced. There is debris in the bottom of nic pip . This ; scg�!!cnt must be cleaned out. 'flee video provided to ['At terming es at 100.10' from CB-3-17B, which gives an incomplele view of the p>pe. nce the pipe is cleaned out and ail repairs are made,dlc segment must ?L`tl t�2t1f?i+)1i�91-iA+Con:rrrtJ r::_01 I GS•J?NII 7 5,vt di W A Ro irN G tl-t;.itKZ i i + i i4t�e R of I7 C to DE1.3,6B--tn,,.,,;P';.g 'd pipes The pipe is collapsing at SO.Ot)' t?gym t)13-3-6C. "Ihis segment must removed and replaced.Once the repairs me made,the segment must b rc- televised_ t I. "B-3 GB to LB-3-GA -iZ"corntgated pipe 'he pipe is collapsing of 137,00', This segment must he ; noved and .r Laced. There is debris in the pipe at 137.00' fn;ln 1) -3-0. This see ent must be cleaned out.Once the pipe is cleaned oil and all repairs 'arc M1\1 c,this segment must be re-t:levisod, m. CB-3-713 o uB-3-7C There is a bris in the pipe txginning at 15.50 Fran CB-3-713. This segment mus liu cleaned out. I ht re is n blaeage in the pipe (Remove i blockage;) and- he pipe appears to lac broken at 59.8,0' Crom CH-3-7J3 (Remove this sc ion ol-pipe acid replace. Hic vidan pnsvided to TAI terminatia tit 59:3 ' from CB-3-71i, wfti�elgdves an incomplete view of ttic pipe. Once the ipc is cleaned t and all repairs are tnrdt, lht segment must be re-tel wised. n. CB-3-25A to DB-3-250 The pipe is hoping water it v -.3-255.This segment must be cleaned out snd ru-televiserJ. /J c. ,141.135 to N114-2:27 Al 44.5' there is a hole at the joint. hix segment nwst be remoecd and rapihced,(lien re-rclevised, p. DB-3-313 to/CC3-3A '11te video to TAI was underwater d1kring filming. 'Ihis segment must ba re- d and any deficiencies repairer!. q. DB-3- to DB-3-71D fher is mud and debris in die pipc.'Diis segment nu t lie cleaned and re- W vised. i Grill. "later tvi-tm improvements&Appuricnances 4 ; �'ater train improvemrnls wen rcviexcd for compliance a+ith the approved Stl division improvement plans; the Standard Specilleations fur `.\'wer an Server i Main Construction in Illinois,and the City Code, 1. All lire hydrants in the subdivision have r:tperienced lading. ehipped or flit "ne -�']allilr-illSL spots !UU an+_rn°:!:jCrLt II11;=•p l::kl-- c-.I—dr-w?t'i--t*-till' 1 H'�JLFS:�:pF.:faicWi-1�`Cua�:purdc:»r�OF:-US-0:Kt!3 Jcgic utlYck 4c.sn:F23-t 1:!uc. f I Y page 9 of 17 ' cLpaint.-or \equivalent. 2. A fire hydrants in the subdivision were difficult to olictate.The contractor s to Opp lubrication its specifted by the manufacturer. I. rtlt ti " hydrants in the subdivision still have the cap chain;. These chains must be remt ed per the fire hydrant detail on sheet 37 of the approved engineering plans. l d. HYD-3-1 I The auxiliary value box is tot)high and must be adj surd to grade. f , �. #-IYD-3-8 annot locate,the auxiliary valve and die nozzle is only 12 L cote the valve,adjust to tirade.raise the hydntrit to the rctjuircd clat�tton, and restore am disturbed are u tth topsoil, seed and blank t. 6. I.1 YD-1-6 Cannot I cafe the auxiliary valve and thrinnzzle!eight is only 13". Lucate th e' 'e adjust to Bradt,rais�hc hydr.^,nt to the required elevation, a d restore any disturbccVurcns %with topsoil, seed and blanket. %\ ' i 7. HYD-3-5 Cannot locate Qt auxiliary valt;Locale and realign die valve,and restore any dislur d arras.widi topsoil.scud and blanket. S. IIYD-3-3 Cannot locate the au liar};.valve attd the nor.•ile heirltt is only 15". Locate the va)vc,adju.t p grade,raise the hydrant to the required elevation, and restorc-ky disWrhed area, midi topsail, scud and blanket. ' \ 9. 71;e undeveloped lots (Lots: 125,E 131, Id IAN:, l5{, 15?, !t3, 15$, 164, 165, 166, 167, 182, 133,and 185)n)tist have they 41"witness posts installed at the termination of the Nvater service. The posts �tst be painted blue and extend at least 36"about:the ground._/ �\ tO,The following water seryict were idcntiiied as db relent and require corrective action along Wextbrd durUDrive. 6i8 /Inscribe"P�"into the curb in frt:n nfdte evater service box. Ctub stop could net be kc•;c:d. N1 air the curb stop and restate any disturbed areas with tupsc I and seed. 616 l Curb stop could not he keyed. Rcpai lice curb stop and restore any disturbed areas with topsoil an seed. 61z Curb stop could not be kcv( . Repair Uic curb stop and restore any disturbed areas with topsoil and sed. 603 Curb stop could not be keyed. !repair tic curt stop and restore any disturbed areas with topsoil and seed.�\\ 606 Curb stop could not be keyed and is located approxr :ttely 2' behind the back of*the side-milk. Repair the curb top. relocate the curb stop to the ROW. and restore ---�tv,��r�ai-u•�th-tapseiL:tut1-sd;E'. It.tFILf3:COF,CUiUJ1•ix``'nrc:po;n)cnca?OI 1-05-W.1111 3 scope ortv&k ar,:�zt0.33•1:O'ct 1 Page 10 of 17 1rg} r u;b r rrtip-ceu{d-•:^. ;y K Rl;!AFiF—lblr 6liFb Situ aRt� i restore anv disturbed arcas wtith topsoil en.d stied. 583, Unable to locate. Locate the service bm, adjust to - de, \ and restore any disturbed areas wi(h topsoil atnd seed,/ 586 Curb stop could not be keyed and is located appro imately I 3' bciiind the back of the siftwalk. Repair the urb stop, relocate the curb slop to the ROW, and store any a disturbed areas tvitli topsr�i!and sccd. 5S4 'urb stop lid is broken,. not at the proper ewation,and is I ated.approxim.at,:ly 2' hehind_lbe bac of the sidewalk. Re Cate the cuib stop to the ROW,ndj •t the curb stop to die toper elevation, replace the I' . :end t:stori om� distur d areas with topsoil and seed 580 Curb It is not adjpswd to the pro�r elevation.Adjust the curb stop the proper alevatio and restore any disturbed areas with t ,soil and sced. 581 Curb stop coo d not be kc d. Repair tic curb stop and restarts any disht+trot:ireu, ith topsoil and sccd. 53: Curb stop could n t be, ycd,has the�wnmg lid,and is not at the proper elevati,n. epair the curb stop,replace the lid, adjust the curb soup t lie proper cleyatirm,and restore any disturbed areas wit o ail and sced. 537 Curb stop could of be •eyed. Repair the curb stop snd restore any dis ed areas ith topsoil end seed. 5,99 Curb stop cc� ld not he key 1. Repair the curb stop and restore any isrurbed areas with ripscil end seed. Nt X93 Curb sto has the •.wrong rnanuf,lcturcr-s lid on it; the lid (oust b placed with the pruper /615b Curb-stop could not be keyed. Repair the curb stop and re any disturbed areas with iopsLA'vnd:tcc;d. b stop is located approximately 2.' ,y1?Iliad the hack n! sidewalk. Relocate tic cluh stop w'..rhe ROW and re any disturbed areas with topsoil and seed. b stop could nut be keyed. Repair the t:U b stop and e any disturbed areas with topsoil anti sccd.` stop could riot be keyed. Rcpair tic curb 'skop and re any disturbed areas with topsoil and sced.b stop has a broko.•n nut on the lid,r.culd not be kc•cd, is not at the p roper elevation. Replace the lid,repair the slop,adjust the curb slop to the proocr elevation,inc� —_ r°..SrOC�EII�L..'tiunrhr-I•vrn�,ui7h In:Lri1 eLrt•'•.';t _ .i I l!1'tIFSf:Di i�Y'?tl-?A'.Curcapuid:ce.7411�lSt4`ai;Sccoe oriVark rtra:_d r.•?7-}I Jncv l i Page I t of 17 r F12 ('earn ctr.n h-tc 16r wrnn..Ud nntl is Inrited rtpp roeimntr.l behind the back of the;idcw:jIk. Relocate the curb stop a the ROW, replace the lid wErh the correct manutactu is lid,and restore any.disturbed arras with topsoil end s, d. 15 Curb stop could nai be keyed,is not at the proper a nation, i and is located approximately 3' behind tit e b t of IN--sidmalk. Relocate the curb stop to the RM , repair the t curb stop,adjust the curb stop to-the proper levation.and \(_ tore any disturbed atlas with topsoil and t ed. I I.'ihe following vices inert. idemiticd ns delicicnt , Id require corrective actipnalongSircle. 292'* rb box is brolxn and the cur stop could not be keyed. Replace the curb box,repair curb estop,and restore any distu?b\eed areas With topsoil a d seed. 3976 Curb sta is not-it to the oppr elevation. Adjust the curb stop to•lli proper clevat"sn and restore any disturbed areas with topsoi tnd seed. 2978, Curb stop co Id it be keyed. Repair the curb step and mstore any dish i d.arcas with topsoil and seed. 2989 Curb stop has Ili %~•rang lid. and is not at the proper elevation. Re lace e lid With the correct manufacturer's lid,adjust t c curb sto to the proper elcvolion,and restore any distur ed area,tog do%with topsoil and seed. 2938 Ctirb 5 p is not at the p per elevation. Adjust the curb stop p the proper elevation. td restore any disturbed areas wit f topcaii and sc:d. 2992 orb stop could not be keyed. epair Ow curb stop and restore any disturbed areas With to 'oil and seed. 2994 Curb stop is nut rt the proper elcr-; 'tin. Adjust the curb stop w the proper clevatirn and restoty ny disturbed:areas with topsoil end seed. /HoNving Curb stop is nut tit the poorer etevatie�n. djust the curb stop to the proper elevation and restore zny 'sturbed areas Willi topsoil and seed. 12.The ater s ervices %yerc idumitied as deficient and r_quiru orrective i acli n along Waterford Drive. t 574 Inscribe "W" into the concrete curb in front of the , ater { smite box. Curb stop could nut be keyed and does ut have a lid.Repair the curb sten, install the proper iid,a rretnrr nnv.ticmrl,rd•.r-i;%vi t t ed It'fIL ",COrCO[W!-)A'Gato�rordcn:P_Of1-05<C Nil)Scele-u-%',FeHc­4dF•.3-tf6r.:, I Page 12 or 17 57?—It�se bt+-`-V> -finis thetene;e -c-ut441;4an;nf-the waw; service box. 570 Inscribe"W"into die concrete curb in front of the water/ service box. 568 Inscribe a"W'into the concrete curb in front of hater service box.Curb scup could not be.lceyed.Repa the curb stop and restore any disturbed areas with to and seed. 13.`fJte follow' g water services °ere identified as deficient and quire corrective action along "llamy Drive. 2$97 Curb stop could not be keyed Repsa')/the urb stop and restore any disturbed areas with idpsoil and seed. 2891 C stop could not be key //epair the curb stop and TWO any disturbed are with topsoil and seed. 2.889 Curb-stop ould not b eyed.Repnir the curb stop and restore tiny ' turb areas with topsoil and seed. 2887 Curb stop could t be keyed.Repair the curb stop and restore any d' urbe areas with topsoil and seed. 2888 Curb stop ould not be eyed and is not at the proper elevati i.}tcpair the curb op,adjust the curb stop to the pro elevation,and restore y disturbed areas with to soil and seed. 2890 Curb stop could not be keyed.Repay be curb stop and restore any disturbed areas with topsoi nd seed. 2892 Curb boat has the wrong lid and is not adjus d to the proper elevation. Replace the lid with the correct man "' rer's lid,adjust the curb box to the proper elevation,all restore any disturbed areas with topsoil and seed. 2394 Curb stop could not be keyed.Repair the curb stop and restore any disturbed areas with topsail and seed. 2898 Curb stop could not be keyed.Repair the curb stop and resiere-arty disturbed areas with beg . IX. Street Signage Street traffic Signage was reviewed for compliance with the approved subdivision improvement plans in which sign locations and a typical construction detail was provided. Street identification signs were reviewed for complituice with the subdivision improvement plans as well as the City Code. All defects Lund Failures listed below must be corrected prior to final acceptance of the subdivision. Restoration of landscaping due to corrective action shall be included. H:UZi.E51CULlCOE(Y 1-3A1Ca�upcm @c�ca1 U;t-05-0?HH.i Seop,of wc:k Revi:-d 6-21.1 U.-M Page 13 of 17 t. The,'STOP' sign on Londonderry Drive tit its intersection with Shamrock Circle is missing and metst be installed. X. Roadway Roadway improvt menu%yeti rcviewzd fur t n 1plianc_with the approved subdivision improvement plans,the Standard Specifications for Road and Iindgc Construction of the Illinois Department of Transponation,and the City Code,All defects and tailures { tmmst be corrected prior to placement of hot-mix asphutt surioce coarse. I. 'The roadways in\eighborhood 3 have anatsphul4ramp at the curb line that must be rrmovcd`bcforc the"surface course ofasphalt can be instntled, Once the asphalt ramp is removed, the area along the curb line will need to he revic%ved fur any additional damage. caused by the completion contractor that would require r.mov.—replaccment ol'the curb, j 2. All the roadways in ideighburhuod 3 musi have the wrl'ace course of hot-mix asphalt installed ns showed on the approved :ngineering plans. The existing roadways must be prepared/paved in accordance with the lD(YI* Standard Specifications for Road and Bridge Constniction. lM contractor is responsible for providing material testing for all asphalt paving viork in accordance with the IDOT I-iMA-Plant Test Frequency and li.MA-QC,QA ,Acceptance Criteria to the Ciro'of Elgin. 3. All structures locawd in the paverrttait must he properly adjusted to the slope and grade ul'the surf ce course of asphalt, 4. The following sections ofconcrcte curb and gutter at the nddr•sscs and locations provided were found to be de:feciula and in unacceptable condition. mach section of curb and putter listed below must be removed and replaced wilizing full depth save-cuts,dowel bars,and proper forming v.nd finishing techniques in accordance tvith the Standard Specifications and City code. •17ic C:nniractor is responsible for providing PCC material testing in accordance %:'ith the Standard Specitcations and the testing results must be submitted it)the City. Any disturbed areas must be restored wish topsoil and seed. a. ;Vexforl CourUrive 580 13' 584 9' .586 26' 588 590 592 594 5' 598 9' 11 tllLiS.C��L!i"U_?e'!•?.S l:cr.esGm+lcec'--71117 ti!J!3 Nit 1 S.op:of Wor:ik.r-J t:3•i t.ucs I 1 I it Mage 14 of 17 604 610 I 614 3^_' 616 Al 615 1 613 609 5- 607 5' 605 2101 603 6' 593 30' 591 4' 587 16' 585 17' 583 581 15, 537 1'_5` Lot 80. 61 b. l illamy Drive 2886 15' 2894 7- 2898 5• 2897 137' 2393 5' 2849 5' 2885 1'3' c. Shamrock Circle 2958 15' 2986 16' '984 6- I Center Park 1 t1ti' 2980 15' i 2978 12, 1 'i (iSl.7LL'S'.COE'f0!•l4l-,AlCortapondmcdJ01 I•G5�1?rFI[3 tiwy.ul'tYarf;Rr�;a!n•2]••1 Jrx ` 1 Page la of 17 2976 19' 2972 3? 3000 2998 1p' 2996 11' 2992 5' X1. Sidewalk I. The following sections of concrete sidewalk at the addresses and locutions provided %vere found to be missing or deficient and in unacuptable condition. F..uch section of sidewalk listed below must be removed and replaced utilizing proper forming and finishing techniques in accordance with the SuMdard Specifications and the City Cade, The Contractor is responsible I'or providing PCC material testing in accordance with the Standurd Specifications and the testing results must be submitted to the City, Any dis;urN!(I areas must be tistyrcd with topsail and set:d. a. Wexibrd CourtiDrisc 582 25sf 606 5tlxl 612 10051' 614 12Ssl' 616 12551' 618 25sf G13 7�sr 587 2Ssr 537 50sr b. Killamv Drive 2386 5t1si c. Shamrock Circle 11988 505 r Cantu-Purk I UOst i ''982 25sr 11�6H.F.ST OV-UWCAI *.in?N11!Scope of Wwk 11 �v PPgc!6 of 17 3. The following undeveloped lots Jo no! have sidetvalls installed: Lots 125, 131, 143, 1?4, 151. 152, 153. 1513. 164, i 65. 166, 167. 1.12, 183, and 183. The sidewalks on these huts must be insutfh:d as per approved engirgcring drawings. �U:ri€h.L-.(if_u•nYC r��len• a•' r,+ lye,i.}--i�t:l•;3Ed•�nJ--graclecl•-•ray-tFid-epga�u+� .dfl+ii>•C,GF•iti�-•f}laRti. -Pass!A �'<'�—fi'�i•I+i�C�:Jnd�-�?�dFt}:4:t-i31ii?:t--W-iff5ja ed ;A-11; �ig3t{afwaun Tbe.ConlraeWr is respunaibl!:for providing PCC iaterial lsting in accOr&nee with the Standard Spccilicaliuns and _the testing results must be submitted to the Citv. *F14-4.- -t-=fl- +�+---- ,rla-1 e 3-c ±. The following sidewalks have I a dttap rumps that -acre found to have slope.K greater than ollosved per the current ADA Code{1:12}• 'These sidewalks must be removed and replaced utilizing proper.lilrming and finishing wchniyue_s ,in; accordance:with the Standard Specifications and the City Code, The Contractor is responsible for providing PCC material testing in accordance with the Standard Specifications and the testing results must be submitted to the City. Any disturbed areas must be restored with.lopstiil OR44ct rd, n. NVJ comer of(lie intemcclion of Londondcrry Drive and Wexford Drive- Sidev;alk running Fast-West has a slope of about 13.5 1.'a. b, SL comer of the intersection of Londundcrry Drive and Lismore Circle- Sidetvalk running East-West has a Shupe ul'ahota c. .SW cumcr of Ate intersection of Londonderry►drive and Lismoru Circle•- Sidewalk center square has a slope that exceeds.1.6010. d. ME comer of the Western intersection of Shamruck Circle and Water[ord Drive-Sidewalk ninning North-South has a slope of ahottt 9.0%, e. NW comer ofthe intersection ol"lhamrock Circle and I.nntlonderrj.DriYe - Sidctvalk running North-Snuth has a slope ol•about 9. '6. f. NW comer of the f1astem iotcnec,ion of Shamrock Circle tend Waterford Drive-Sidtstvalk running North-South leas a slope of about 10.7%and has a broken square.Sidewalk nnnling f=ast-West has a°lout:ni about 10.5°.•6. g. SW corner of the intersection ui•Wexford Drive and Killamy Drive- Sidewulk nlnning fast-West has a slope of about 1 1.9°4. ?ell. Drivelvay Aprons I. Tate following driveway aprons are damaged and must be reme`lud and reconstructed at the(biluwing locations: 012 Wexford Drive 614 Wexford Drive 616 Wexford Drive i t 2976 Shamrock Circle i I11t a.tiSeL'UL••i Y}Et=)1-)•1�urteror.Je-_c�41 I f1t�%?ti I{I tict;r ul'\'/.uk I:cc,�J:n?)-t.<SciL t t I NEC 17 of 17 X111. Traffic Control Once the Gnal surface course of asphalt l;tts been constructed, final pavement markings must be installed by the .Contractor in accordance to the approved engineering plans. X]V. Acceptance by the City Council •il}e acceptance of the required improvements shall be made only after all the items %led above have been completed and 311 disturbed areas restored as provided in this ,cope of work, 1 f i IN,Aullowing items must he provided to the City Ftiginer:r fly the devetoper inunedirtlely after all of the abnvementioned improvements have been eumltlmd The remaining i(vins shall be j submitted in one tronsoiWal whiling a cover letter indiatling the coments. Finnl Witivery of Licit -(unly front enrnpletion cuntructur) ,1•Taintenance Guarantee(l year LOC or bond)-(only frnar cpprpledun contrwor) IIi t I !I+FILL'S!l'OI:.CC}GP)1-1 MCare.�urxlrnre`2{II i-RS L_'litf J�:cFC o;tvni Un;ril+�2}•i 1;L;., 1 I i R0TT 1*i_] ASSOCIATES,INC. ENG6vEMSANDSURVEYORS i I �bruary 1,2011 t Mr.h'chael Hall,P.E. City of in 150 Dexte ourt Elgin,Illinois 0120 1 RE: Waterford division—Neighborhood 3 1 Re-televised S per pipe reviewlcemments Dear Mr.Hall: As per your request,of the tibove- fetenced Subd*v's* 6rotterand Associates,Inc.(TAI),has reviewed the Sewer pipe DVD's an ports issuedm hick Murphy dated January 13,ZOl I The following sewer sections were sub 'tted/revcd.Listed below are the items submitted for review;TAi's review comments follow ea ite5minbuld. Vl hem 7a. has been cleaned and re/ 7 eptable televised. / 1 VII item 58a. �iMH-3G 10 C B 3- A NR ievised report supplied for this pipe should he labeled MH 3-8 to section. (misty ed on the Original;rC h(R) V11 Item 5RF. Cleaned apd re-televised. Acceot:ihle ! Vll item 58k. Re-teley sed. Pipe has deft htionlungle point at 258.6'. ' This is not indica d in the hardcopy of this I pipe section. This s tion of pipe roust be replaced and re-televise . VII Rent 58 ./Cleaned and re-televised. Acceptable Vil Item S . Cleaned and re-televised. Acceptable { VII IternAgr. Cleuned and re-televised. Acce tuule VII Iteni 591 Re-tcicvised,Utility flag Acceptable ►ette to catch basin and removed Item 59b. Re-televised,stick Acceptable t I moved from Ripe. i i 4OW201 Vasco Rnnd Suite D - 5t.Charles,Illinois 60175 • Phone 6301587-11410 • ?+ax 630/537.0475 i Exhibit ' Mr.Michael HNI.P.E. City of Elgin Wxterford Subdivision—Neighborhood 3 Re•{elevisut Scwer pipe review/cunanairs February 1.2011 Page 2 of 5 VIN m 5gs, Re-televised.(Not Pipe has sagged at "52.4'. This is of inclu d an submittal letter) tndicuted in the hardcopy of this p pe section. This secrion of pipe musbe replaced and re-televised. `� V11 I(Lm 59 Re-televised,(Not Debris has not been removed "m the ___. ..included-on-s mitre-!-tciter)---.---._._. __ ..invert._.uf--this_pipe_.seitiuri._T indicated. in the hardcop3 this pipe section. The debris must be. efioved from the invert of this pipe run a.0 er-televlst4 The following is a list of items f the'Valerford Subdivision_Nei orhood 3 Revised acceptance Review No. V'letter d ed December 20,2010.These rte s%vill neeJ to be re- televised once they have been address Vll. .^,torm Sewer Improvements&Ap rtenanccs Siomi sewer improvements were vievied or compliance with the approved subdivision improvement plans. the nda Specifications for Water and Sewer ,Main Construction in Illinois,the City Co 58.The following sections of storm ewer have iciencies thet most be addressed us instrucled. n. Mir-30 to CB-3=9 {Should be abeled as 113-8 to CB 3-RA) There is a triode to ut7'set in the pipe joint a 11.10' from MH-3G.This scgMent.musly grouted.There is a crack,fro 7 to 5 o'clock in the pipe joint at 54.9 front h4H-30.This must he repair by lining.'there is a service nnmliort at II o'clock at 77.80' fro M11-3G. and this con/ccining should be removed, the penetration rt- ai J, and connection madthe appropriate storm water structure- as p the approved �n ' drawings.There is a service connection at?.o lock at 79.90' rr m MH-3G, and this connection should be removed, ih penetration epaired,and connection made to the appropriate storm eater A(aeture as per the approved engineering drttwings. Once these repairs are made,the segment must be re-Wevised. �. b. CB-3-7A to CB-3-7B The pips: is bmken at 112.70' from CR-3-7A. This segment must be: removed and replaced, then re-televised. UtumovuU Rep iace/TY by Arch) f 1 {i 1 ;qtr.Michael Ha1I,P.E. City of F-Igin Waterford Subdivision-Ndghhorhood 3 Re-televised Sevier pipe rcviewlcomments February t,.DI I Page of 5 MH-3-9 to CB-3-9A There is a service connection at 10 o'cluck at 105.00' from MH-3-9,a (i .this .connection should be removed, the per ralioo repaired, Ed I cbnncclion made. to the appmpriatc storm water stntcture as p the .approved engineering drawings. Once this repair is made, the gment _----..--- --- _ ---_-- - _--___must`kcre-televised.-- Removal/Rclaceff.V-b -arch c. 14tH-34' to CB-3-24A There is "Severe offset a! the pipe joint at 2.tM' from li-3-24. This segment. 1t�TL be removed and replaced, th i re-televised. (RemoYDRep nceTV by Arch) d. MH-3.24 to MH- 23 'rhe pipe is broken at 148.70' from Mli-3-24. Mis segment must be repaired by lining,lb n m-televised. e. MH-3.23 to MH-3-22 Tlie pipe is broken at 51.50' m,LtH-3 3.This must section be removed and replaced.There is mud and ebris' the pipe at 97.51)' from MH-3-23. This must be cleaned-out and r -1 evised. 'Rte video provided to TAI terminates at 100.00' from N1H-3 3, which gives an incomplete view of the pipe,Once the pipe is cleane ou the segment must be re-(elevised. g. N1H-3-16 to MH=3-15 The pipe is broken nl I1700' from MU 3-16. This scgmant must be repaired by lining,then/re-televised. h. CB-3-213 to CB-3-29, The pipe is broken ut 62.20' from C13-3-2B. is segment must be removed and replaced. There is a separdtion in t', pip:joint at 6950' from CB-3-2B./Mis segment must be grouted,Once c pipe is grouted, the segment jrfust be re-tulevised. i. j. CB-3-I)B to CB-3-17C The ppfpe is broken at 97.60' from CB-3-17B. This scgne t must be j Tern ved and replaced. There is debris in the bottom of the ' e. This 1 segment must be cleaned out. The video provided to 'r.Al terrni rea nt 1170.10' from CB-3-17B, which gives an incomplete view of the ipe. Once the pipe is repaired and cleaned out, the segment must be c- 1 televised. (Arch to clean(TV) f` f IAF:Michael Hall,P.F {Sty of Eigia Wat urford Subdivision-Neighborhood 3 Re-televised Sewer pipe review/cornments Febnmry 1,1611 Nge 4 of 5 .1 DB-3-6C to 1311-3-613-10 corTugatc-d pipe The pipe is collapsing at 50'00' from DB-.1-6C. This segment must be loved cd and replaced. (dig upfrepairfrV by Arch) m. DB- 6B to CB-3-6A-12"corrugated pipe e-pi bt; ren and d replaced. eru is debris in the pipe at 1.37.00' from D"-68, This segment rn I be cleaned out Once the pipe is repaired and cleaned out, the s(be re-televised. n. CB-3-7B to DB-3- There is a b lockage - the pipe it[ 32.50, rrom, c .-713. (Remove)This segment MUSL be Clea d out. video prove �d to TAI (erminms at 3250-ftom C-B-3-713,w,��ch C"Ve'"n in te view of the pipe. Once the pipe is cleaned out,on- "'tvid"'fti:OMP inust be.provided. o. CB-3-7B to D8-.3-7C There is debris in the pipe bey r.' g at 18.50' from C13-3-78. This segment must bu,vleartcd OUL Ther s a blockage in the pipe and the pipe appears to be broken ar 559.80' )m B-3-713. This must be removed, -repaired and cleaned OUL The co pro ided to TA I terminates at 59.W o -e' er" debris segment rn I b �Ie r'__� 1/713 C �gment 1, �-713\D to b blockage U segment mus L be Cleo V' p petE Y from CB-3-78,which gives Zncompleie sew of tit:pipe-Once the pipe is cleaned out and rupairev, another vid,-u the pipe segment must be provided. 1. N-IH35 to MR-2-27 At 44.5' there/Iss hole at the joint, this section mast be - I removed/reply d and televised by Arch. U. DB-3-SS L -8-3-8A ')B * T-nc/Yide provided to TAI was underwater during filming. is segment mu must.b re-televised, v. 0 -3-7C to D13-3-71) e.r i re is mud and debris in the p!re.'l7his segment mum hi�cleaned on c. televised. Nir.Michael Hall,RE City o!'Elgin Waterford Subdivision-Neighborhood 3 Re-itle,ised Sew,-r pipe review/comments February 1,2011 Pzgc S ors if you ha any questions or concerns,please con a(me at 63.0•597-04-70. my u'a questions 0'C" Sincerely, XC I I'RO'FIY,,IZ AN CIATES, INC Lenard E.Lynn cc: Mr.Ronuld R dd,City of Elgin Mr.Lawr�ep c Madmann,Hinshaw Culberts LLV "111111& Spinelli I .j,jes Mr.St iMollenhuuer.CashinSpiricli!&FcjTctii, L(' .Mr/ Murphy,Cashin Spinelli&Ferrviti,LLC Steve Citzlica,Trouer and Associates, Inc. berts ,LLV F L .JT, 'It" L(_ Iti,LLC Inc. Supplementa!Condhions .SCOPE. These Conditions amend or suppietn=t the in>trenea Requirements and ocher provisions ofthe Contract hneumenu ss indicated herein: All provisions which ara not so smendO orsupplemenit c!r--main in full force and tffiect. Each policy mast list the City as an additional insured. The Conirtclot and all Snbcontro.tors waive subrogation rights against the Ciiy forall losses. Suclf insurance shall Oply as primary irsvrance with rte-peet to any other insurance or seSf-insurance pragmin.af£orded to the.City of Elgin. There shall be no endorsement or modification of siich insurance to make it Cxceis over otherayailable insurance,and altentafivcly.il'tlm insurance sures thus it is excess or pro rain;it shall be criderstai to b:primury with respecuo the City or Elgin. The insurrane required shall include all m:ior divisionofcav;ragc and shall be oil a cumprthtutsivc gencrul basis including Premise and OpemBons(including X-C-Q,Produa:#end CumpletcJ Opmduns,end Otvrtid,iYon-otvncil, LLstxli and Hircd:v1otor Whicics.Such insurmir shall be.,vrillen for not Irss than any limit:rf liability required by :aw or tht fiillnwing limits,whichcrcr arc grtatM Confinercial Liability Oatcral Aggrcgale 3_4iillian Products Complelcd Operations aggregate S1;antlmnt Personal itijutyold Advertising Limit $1 Milli,n F%h Occurrcnce 31'`iilllon Aulomptive-for all'otvnc.non-nwried,hired rind le.tced vehicles Combined singic limit St Gillian or Bodily injury- torch person 5500.000 cash accident St 1Nllion Property damage-r:ech occurrence Sl Mi:!ion Umbrella Combined single limit V-"lil:iun Ouncral aggreple S2"'Galion Worker's Campensmion. Swtulnry Sl Millinn rniployet'sLi,h;Fy 1100.03P Builder's Risk- S N)A he Contractor may purchase and muin:ain i.eerss liability insurance to the utrhrella krm in order to satisfy the limits of liability required fnr the insurance to be ptirhascd and mainicined in aatordance wilh the requirements sot Barth above. Any iueh amounts must be in addition to the umbrella limit squired,must list c11 underlying policies, and must fist the City as an additional insured. Evidence of such exr_ss liability shalt Lac ieliscred to the City In the same form and manner as the reyuircd insurance polities, ncc City resums the right,of it-sole discretion.to amero the insurance rccuircmtnc craaainad lic"in. MI insurance shall be written on an uecorrence basis,unless the City approsYx in writin cvyembc on it claims-made hams. Coverages whether sailten nn orb accucrnce or a claimc-made hasis shall be maiu!uincd vAdiuut in.mtption rrvin the date of wounencenncul of llnr Wur6 until the dui=el'Gnal paymcut and tr^a iinatie. ur any cvvcetgu ncyuirrd to be muinLninrl filler linal payment. Curtiticates of Insurance acceptable to ace City and confn-ning the insurantx cuveraec re•.luirtd herein arc atla.hed to inc Contram.The City shall have no oblipwinn to execute the t:omract and may award tl!c Camract to the next low,si rspensible Genf responsive bidder,lfsvch insuratre certificates have neat bten pro%ided to the City stithin five (5)business days aria prescmarion ifthe Conlma to the Contractor for c-mcuuen. i i I he Contretor shall furnish to the City copies of any endrrsemers that arc subsequenily sicad arnendiag limits of j ctn•crugc. t i Exhibit 3 I i i U `