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Public Works Packet 2011 11-15-11 C/Ty J�, o United City of Yorkville 800 Game Farm Road ,b fir_ ESL ,ass Yorkville, Illinois 60560 4 ° Telephone: 630-553-4350 0 e% " o� Fax: 630-553-7575 w �a <L E AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, November 15, 2011 6:00 p.m. City Hall Conference Room Citizen Comments: Minutes for Correction/Approval: None New Business: 1. PW 2011-63 Northland and Western—Traffic Control Signage 2. PW 2011-64 2011 Miscellaneous Bituminous Patching—MFT Payment to Aurora Blacktop 3. PW 2011-65 Kennedy Road Shared Use Path - ITEP Grant Award 4. PW 2011-66 Autumn Creek Bond Reduction 5. PW 2011-67 Kendall Marketplace Improvements—Payment to Wilkinson Excavating 6. PW 2011-68 Grande Reserve Request for Letter of Credit Reduction Old Business: 1. PW 2011-52 Windett Ridge Mowing Update 2. PW 2011-48 Road Maintenance on Tommy Hughes Way and Saravanos Dr. —Update 3. PW 2011-31 Kendall Marketplace Development/ Proposed Improvements —Update Additional Business: UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, November 15, 2011 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2011-63 Northland and Western—Traffic Control Signage ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2011-64 2011 Miscellaneous Bituminous Patching—MFT Payment to Aurora Blacktop ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2011-65 Kennedy Road Shared use Path— ITEP Grant Award ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2011-66 Autumn Creek Bond Reduction ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2011-67 Kendall Marketplace Improvements—Payment to Wilkinson Excavating ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2011-68 Grande Reserve Request for Letter of Credit Reduction ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2011-52 Windett Ridge Mowing Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2011-48 Road Maintenance on Tommy Hughes Way and Saravanos Dr. —Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2011-31 Kendall Marketplace Development/Proposed Improvements—Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- cl)-y Reviewed By: Agenda Item Number 0 - -�+ Legal ❑ NB #1 Finance ❑ esr. �. `_ leas Engineer En ■ g Tracking Number ® City Administrator ❑ O` Consultant ❑ Cy v PW 2011-63 C4.E �dv ❑ Agenda Item Summary Memo Title: Northland and Western Signage Meeting and Date: Public Works—November 15 2011 Synopsis: Discussion Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: See attached staff memo. cip Memorandum To: Bart Olson, City Administrator r EST. ` 1�-'= - 1836 From: Brad Sanderson, EEI `g rti CC: Eric Dhuse, Director of Public Works Y 0 Krysti Barksdale-Noble, Community Dev. Dir. - Lisa Pickering, Deputy City Clerk ke Date: November 10, 2011 Subject: Western Lane and Northland Lane Yield Sign As requested, we investigated the possible installation of yield signs at the intersection of Western Lane and Northland Lane. We have attached an exhibit noting the location. Our findings were as follows: • Currently there is no signage control at the intersection. • The intersection at Western Lane and Northland Lane does not appear to have any sight distance constraints and appears to be"open",with the exception of a poorly placed parkway tree. • The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to yield sign installation: Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C.Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B. A street entering a designated through highway or street; and/or C. An unsignalized intersection in a signalized area. In addition,the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist. A. The combined vehicular, bicycle,and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary;and/or C. Crash records indicate that five or more crashes that involve the failure to yield the right-of- way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period The section highlighted above would appear to apply to our case. Since the traffic volume would appear to be below 2,000 units per day,there are no sight distance constraints and there does not appear to be an accident history,this intersection does not appear to be a good candidate for yield signs based on the above criteria. Generally,at an unsigned intersection,the application of the normal right-of-way rules would apply. Figure D taken from the Illinois Drivers Manual shows that the minor roadway should yield to traffic on the major roadway at uncontrolled T intersections. Figure A B s yiAds to"B'before burning hom one=wav stt-vtom one>�raystre4t m�:ing fak "S`�ielde k 'R"becAUSE" "�' 'R'is r„r the rig ht ' i 4 i f a '8',ieMk 0, "S'before L;'�rekls bu`S”et � h eh no enWmg m0mv hom Signs of:silg n8 .i840rdtK*%vSt ! # L + • t � 'j� 4 w�. .. Figure C Figure D We will be prepared to discuss further at the committee meeting. If you have any questions or need additional information,please call. J �• ` L �` Denise f r Jo Gooslc a y 1 ' � 2 ` Y ' �r ael r Imagery Date; 013Ci SOB r.4 4-?y4 3 t 85-27 3e 'tl .N ue . E-+th c 'eiU ; 13911 0 CO. Reviewed By: Agenda Item Number c, 0 R Legal E] NB #2 all Finance ❑ EST. �,,__ iaas Engineer ❑ Tracking Number -� ` CO City Administrator ❑ .' t �tJ Consultant ❑ coa Seep PW 2011-64 <kE ❑ Agenda Item Summary Memo Title: 2011 Misc. Bituminous Patching—MFT Payment to Aurora Blacktop Meeting and Date: Public Works—November 15, 2011 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: i November 3, 2011 Mr. Bart Olson City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Engineer's Payment Estimate No. 1 and Final 2011 Misc. Bituminous Patching (MFT) United City of Yorkville Kendall County, Illinois Mr. Olson: This is to certify that work in the amount of$47,092.90 for the 2011 Misc. Bituminous Patching (MI=T) is due to Aurora Biacktop Inc., 1065 Sands Road, Montgomery, IL 60538, in -accordance-with our engineer's- payment estimates referenced above and attached hereto. Also enclosed is a copy of the invoice, certified pay-roll, and waiver of lien submitted to us by Aurora Blacktop Inc. if you have anv questions or require additional information, please call. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/jam Enclvsu,res PC, Ms::Krysti Barksdale=Noble, Community Deyelopment-Director Mr, Eric Dhuse, Director of Public Works Ms..Lisa.Pickering, Deputy Clerk Mr. Rob Frederickson, Finance Director ,1W4=, EEI G:\Pub1ic,Yorkvi11e\2011\Y011 12-C 2011 MF7\Docs\Ipayest0l.doc 52 Wheeler 's.a (6 30)466-6700 • 466-6701 M Page 1 of 1 ENGINEER'S PAYMENT ESTIMATE NO.1 AND FINAL FROM: START UP TO OCTOBER 10,2011 CONTRACT 11-00000-00-GM UN TED C TY OF YORKVILLE MFT PAYABLE TO AURORA BLACKTOP INC. UNITED CITY OF Y ORKVILLE ADDRESS'1065 SANDS ROAD,MONTGOMERY,IL 60538 KENDALL COUNTY iLL'NOiS COMPLETED QUANTITY COMPLETED TOTAL TOTAL ITEM AWARDED AWARDED ADDED DEDUCTED THIS PAY VALUE THIS COMPLETED COMPLETED NO. ITEMS QUANTITY UNITS VALUE QUANTITY QUANTITY UNIT PRICE PER;OD PAY PER.OD QUANTITY VALUES 1 AGGREGATE BASE REPAIR 70 TON $3500,00 70 $50.00 0 $0.00 0 $0.00 2 GEOTECHNICAL FABR,C FOR GROUND STABILIZAT ON 200 SY 450.00 200 2.25 0 $0.00 0 $0.00 3 CLASS D PATCHES.TY IV,6 834 SY 40 323.90 140 48.35 974 $47,092.90 974 $47,092.90 TOTAL 44,273.90. $47,092.90 $47,092.90 M!SCELLANEOUS EXTRAS AND CREDITS VALUE 1 2 3 4 5 TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0,00 TOTAL VALUE OF COMPLETED WORK $47,092.90 DEDUCT RETAINAGE 0% $0.00 MISCELLANEOUS DEBITS BALANCE DUE ON COMPLETED WORK $47,092.50 1 2 3 4 5 6 TOTAL DEBITS $0.00 7 NET AMOUNT DUE $47.092.90 PREPARED BY TITLE. PROJECT ENGINEER APPROVED BY DATE. - TITLE. PROJECT ENGINEERING ENTERPR'SES,INC.44WI10 U.S HWY 20,HAMPSHIRE,ILLINOIS BLAC T � INC. 1065 Sard Avenue Montgomery,Illinois 60538 PHONE (630)892-9389 FAX(630) 892-3481 ASPHALT PAVING OF ALL TYPES — ROAD OILS City of Yorkville 800 Game Farm Rd Invoice Yorkville, 11 60560 Phone Date Invoice# 10/12/2011 33917 P.O. No. Terms Project Net 30 Days Quantity Units Description Rate Amount RE: SECTION#11-00000-00-GM: 974 SY CLASS"D" PATCH 6" 48.35 47,092.90 IL Sales Tax 7.25% 0.00 Total $47,092.90 FINAL WAIVER OF LIEN STATE OF ILLINOIS Gty# COUNTY OF Kane Escrow# TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been employed by United City of Yorkville to furnish paving improvements for the premises known as 2011 Misc. Bituminous Patching-Section#11-00000-00-GM of which United City of Yorkville is the owner. THE undersigned,for and in consideration of Forty-seven thousand ninety-two and 90/100---------------------------- ($47,092.90)Dollars,and other good and valuable considerations,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all lien or claim of,or right to, lien, under the statutes of the State of Illinois,relating to mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds or other considerations due or to become due from the owner,on account of all labor, services,material, .fixtures,apparatus or machinery,heretofore furnished,or which may be furnished at any time hereafter,by the undersigned for the above-described premises,INCLUDING EXTRAS.* DATE October 31,2011 COMPANY NAME Aurora Blacktop,Inc. ADDRESS 10651,,Avenu tt�r.IL 60538 SIGNATURE AND TITLES President *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS COUNTY OF Kane TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME)Rodney P.Leifheit BEING DULY SWORN,DEPOSES AND SAYS THAT HE OR SHE IS(POSITION)President OF (COMPANY NAME)Aurora Blacktop,Inc. WHO IS THE CONTRACTOR FURNISHING pavement improvement WORK ON THE BUILDING LOCATED AT 2011 Misc, Street Patching OWNED BY United City of Yorkville That the total amount of the contract including extras* is$47,092.90 on which he or she has received payment of $0 prior to this payment. That all waivers are true,correct and genuine and delivered unconditionally and that there is no claim either legal or equitable to defeat the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor,or both,for said work and all parties having contracts or sub contracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each,and that the items mentioned include all labor and material required to complete said work according to plans and specifications: NAMi3S AND ADDRESSES WHAT FOR CONTRA C r PFucSE AMOUNT THIS BALANCE PAID PAYMENT DUE j All material taken f rom fally paid stock and Labor/Material $47,092.90 -0- $47,092.90 -0- _delivered t_o jobsite in our own trucks. All tax's and wages fully paid. Material manufactured _bv Aurora Blacktop, Inc.at its own plant � faclity. TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE. $47,092.90 -0- $47,092.90 -0- That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material, labor or other work of any kind done or to be done upon or in connection with said work other than abovfy. ed. DATE October 31 , 2011 SIGNATURE• SUBSCRIBED AND SWORN TO BEFORE ME THIS 31st DAY OF ` October 2011 *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE rrt ORDERS,BOTH ORAL AND WRITTEN,TO THE CONT12 , NOTARY PUBLIC OFFICIAL SEAL F.3870 R5/96 Proied by,CQAA Rf l��t�' c� ance Con )any NOTARY PU LIC-STATE OF ILLINOIS 1 MY COMMISSION EXPIRES:04/15/13 0 C/Ty Reviewed By: Agenda Item Number J? �, O 0 .0 Legal ❑ NB #3 EST Z Finance ❑ ii 1836-4 Engineer ■ Tracking Number � E City Administrator ❑ ¢ 4, O Consultant ❑ Kei [,CO , 01. PW 2011-65 kE Agenda Item Summary Memo Title: Kennedy Road Shared Use Plan–ITEP Grant Award Meeting and Date: Public Works–November 15, 2011 Synopsis: Discussion Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Joint Agreement and Phase I Engineering Agreement Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Memorandum J� 0 _A1 To: Bart Olson, City Administrator From: Brad Sanderson EEI EST, - - ^�sss CC: Laura Schraw, Interim Director of Parks and Recreation 0 . ' 1 ` 07 Krysti Barksdale-Noble Community Development Director 0 Eric Dhuse, Director of Public Works 174ir� ��,� Date: November 9, 2011 Subject: Kennedy Road Shared-Use Path ITEP Grant Award As you are aware,the City was awarded an Illinois Transportation Enhancement Program(ITEP)Grant in the amount of$1,387,280 on October 29, 2010(see attached). As part of the grant award, ITEP requires that the awarded community proceed with Phase I Engineering within one year of the grant award(Sunset Clause). Accordingly,we have been coordinating with the IDOT District 3 offices in regards to proceeding with the project. Attached you will find the joint agreement prepared by IDOT that describes the funding for Phase I and Phase II Engineering. Please note that the grant will cover 80%of these expenditures up to$190,240. The local commitment for this portion is $47,560. We have also included a summary table that indicates the proposed funding for the entire project. The anticipated schedule for the project is as follows: Agreement Approvals 3-6 months Phase I Engineering 12-15 months Agreement Approvals 3-6 months Phase I1 Engineering 6-9 months Land Acquisition 6 months Bidding and Contracting 4-6 months Construction 6-9 months To summarize the schedule, it is estimated that construction would commence at the earliest 38-48 months after approving the initial agreements. Please note the schedule may be shortened or lengthened depending on number of variables. We have also attached our Phase I Engineering Agreement for consideration. IDOT has requested that both the Joint Agreement and Phase I Engineering Agreement be processed at the same time. Lastly,we have attached a support memo and map from Laura Schraw that details some of the project history and regional significance. Please place this on an upcoming Public Works Committee Agenda for consideration of approving the Joint Agreement and Phase I Engineering Agreement. If you have any further questions or need additional information,please call. 111nois Department of Transportation Office of the Secretary 2300 South Dirksen Parkway/Springfield, Illinois/62764 Telephone 2171782-5597 October 29, 2010 Honorable Valerie Surd Mayor 800 Game Farm Road Yorkville, Illinois 60560 Dear Mayor Surd: The department is pleased to inform you that Governor Pat Quinn has approved Illinois Transportation Enhancement Program (ITEP)funding for the Yorkville- Kennedy Road Shared-Use Path project. The ITEP commitment for this project will not exceed$1,387,260, pending a more detailed project review, specifically to determine eligible federal costs. We received 391 project applications requesting almost$370 million. The high level of interest in this program made it very competitive. Please contact Kenneth Lang, District 3, Bureau of Local Roads in Ottawa at (615)434-8402 in the near future to begin preparation of an intergovernmental agreement. Projects within a Metropolitan Planning Organization (MPO) planning boundary are rewired to be listed in the local MPO's Transportation Improvement Program (TIP). Sponsoring agencies must coordinate with local MPO's to ensure your project is included in the TIP. Congratulations on your successful application. If you have questions, please feel free to visit our ITEP website at www.dot.ii.gov/opR/itep.htmi. You will find a listing of Frequently Asked Questions, and additional questions can be submitted through the website. We are looking forward to working jointly with you to improve the quality of life for Illinois citizens through the ITEP program. Sincerely, f &Vecretary Hannig ITEP - KENNEDY ROAD BIKE TRAIL (IL 47 TO MILL ROAD) PROPOSED PROJECT COSTS UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS OCTOBER 24, 2011 TOTAL FEDERAL LOCAL ENGINEERING PHASE 1 $ 126,184.24 $ 100,947.39 $ 25,236.85 (% MATCH) (80%) (20%) ENGINEERING PHASE II $ 111,615.76 $ 89,292.61 $ 22,323.15 (% MATCH) (80%) (20%) R.O.W. $ 28,000.00 $ 14,000.00 $ 14,000.00 (% MATCH) (50%) (50%) ENGINEERING PHASE III $ 158,500.00 $ 126,800.00 $ 31,700.00 (% MATCH) (80%) (20%) CONSTRUCTION $ 1,320,300.00 $ 1,056,240.00 $ 264,060.00 (% MATCH) (80%) (20%) PROJECT TOTAL $ 1,744,600.00 $ 1,387,280.00 $ 357,320.00 G:\PubliclYorkville\2011\Y01144-P Kennedy Road Bike Path-Phase 11Agreementgproposed costs-october 2011.)ds]Proposed Costs CV)Enol5 Depar Trot Local Agency State Contract Day Labor Local Contract RR Force Account of Transport lim City of Yorkville x Local Agency Agreement section Fund Type ITEP Number for Federal Participation 10-00042-00-BT STE 329015 Construction En ineerin Right-of-M Job Number Project Number Job Number Project Number Job Number Project Number P-93-022-11 TE-OOD3(068) This Agreement is made and entered into between the above local agency hereinafter referred to as the"LA"and the state of Illinois, acting by and through its Department of Transportation,hereinafter referred to as"STATE". The STATE and LA jointly propose to improve the designated location as described below. The improvement shall be constructed in accordance with plans approved by the STATE and the STATE's policies and procedures approved and/or required by the Federal Highway Administration hereinafter referred to as"FHWA". Location Local Name Kennedy Road Route N/A Length 2.72 Mile Termini IL RT 47 to Mill Road Current Jurisdiction City of Yorkville Existing Structure No Project Description Construct a 10'wide shared-use path for bicycle and pedestrain use adjacent to Kennedy Road from IL RT 47 to Mill Road. Division of Cost Type of Work STE % STATE % LA % Total Participating Construction ( ) ( ) ( ) Non-Participating Construction ( ) ( ) ( ) Preliminary Engineering 190,240 ( ) ( ) 47,560 ( Bal ) 237,800 Construction Engineering ( ) ( ) ( ) Right of Way ( ) ( ) ( ) Railroads ( ) ( ) ( ) Utilities ( ) ( ) ( ) Materials TOTAL $ 190,240 $ $ 47,560 $ 237,800 *80%STE funds NTE$190,240 NOTE: The costs shown in the Division of Cost table are approximate and subject to change. The final LA share is dependent on the final Federal and State participation. The actual costs will be used in the final division of cost for billing and reimbursment. If funding is not a percentage of the total,place an asterisk in the space provided for the percentage and explain above. The Federal share of construction engineering may not exceed 15%of the Federal share of the final construction cost. Local Agency Appropriation By execution of this Agreement,the LA is indicating sufficient funds have been set aside to cover the local share of the project cost and additional funds will be appropriated, if required,to cover the LA's total cost. Method of Financing(State Contract Work) METHOD A---Lump Sum (80%of LA Obligation) METHOD B--- Monthly Payments of METHOD C---LA's Share divided by estimated total cost multiplied by actual progress payment. (See page two for details of the above methods and the financing of Day Labor and Local Contracts) Printed on 10/20/2011 Page 1 of 5 BLR 05310(12/08/10) Agreement Provisions THE LA AGREES: (1) To acquire in its name,or in the name of the state if on the state highway system,all right-of-way necessary for this project in accordance with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970,and established state policies and procedures. Prior to advertising for bids,the LA shall certify to the STATE that all requirements of Titles II and III of said Uniform Act have been satisfied. The disposition of encroachments, if any,will be cooperatively determined by representatives of the LA, and STATE and the FHWA, if required. (2) To provide for all utility adjustments,and to regulate the use of the right-of-way of this improvement by utilities,public and private, in accordance with the current Utility Accommodation Policy for Local Agency Highway and Street Systems. (3) To provide for surveys and the preparation of plans for the proposed improvement and engineering supervision during construction of the proposed improvement. (4) To retain jurisdiction of the completed improvement unless specified otherwise by addendum (addendum should be accompanied by a location map). If the improvement location is currently under road district jurisdiction, an addendum is required. (5) To maintain or cause to be maintained,in a manner satisfactory to the STATE and FHWA,the completed improvement,or that portion of the completed improvement within its jurisdiction as established by addendum referred to in item 4 above. (6) To comply with all applicable Executive Orders and Federal Highway Acts pursuant to the Equal Employment Opportunity and Nondiscrimination Regulations required by the U.S. Department of Transportation. (7) To maintain,for a minimum of 3 years after the completion of the contract,adequate books, records and supporting documents to verify the amounts,recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the department;and the LA agrees to cooperate fully with any audit conducted by the Auditor General and the department; and to provide full access to all relevant materials. Failure to maintain the books,records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. (8) To provide if required,for the improvement of any railroad-highway grade crossing and rail crossing protection within the limits of the proposed improvement. (9) To comply with Federal requirements or possibly lose(partial or total)Federal participation as determined by the FHWA. (10) (State Contracts Only) That the method of payment designated on page one will be as follows: Method A- Lump Sum Payment. Upon award of the contract for this improvement,the LA will pay to the STATE, in lump sum, an amount equal to 80%of the LA's estimated obligation incurred under this Agreement, and will pay to the STATE the remainder of the LA's obligation(including any nonparticipating costs)in a lump sum, upon completion of the project based upon final costs. Method B- Monthly Payments. Upon award of the contract for this improvement,the LA will pay to the STATE, a specified amount each month for an estimated period of months,or until 80%of the LA's estimated obligation under the provisions of the Agreement has been paid, and will pay to the STATE the remainder of the LA's obligation(including any nonparticipating costs)in a lump sum, upon completion of the project based upon final costs. Method C- Progress Payments. Upon receipt of the contractor's first and subsequent progressive bills for this improvement,the LA will pay to the STATE,an amount equal to the LA's share of the construction cost divided by the estimated total cost, multiplied by the actual payment(appropriately adjusted for nonparticipating costs)made to the contractor until the entire obligation incurred under this Agreement has been paid. (11) (Day Labor or Local Contracts) To provide or cause to be provided all of the initial funding,equipment,labor, material and services necessary to construct the complete project. (12) (Preliminary Engineering) In the event that right-of-way acquisition for,or actual construction of the project for which this preliminary engineering is undertaken with Federal participation is not started by the close of the tenth fiscal year following the fiscal year in which this agreement is executed,the LA will repay the STATE any Federal funds received under the terms of this Agreement. (13) (Right-of-Way Acquisition) In the event that the actual construction of the project on this right-of-way is not undertaken by the close of the twentieth fiscal year following the fiscal year in which this Agreement is executed,the LA will repay the STATE any Federal Funds received under the terms of this Agreement. Printed on 10/2012011 Page 2 of 5 BLR 05310(12/08/10) (14) (Railroad Related Work Only) The estimates and general layout plans for at-grade crossing improvements should be forwarded to the Rail Safety and Project Engineer, Room 204, Illinois Department of Transportation,2300 South Dirksen Parkway, Springfield, Illinois,62764. Approval of the estimates and general layout plans should be obtained prior to the commencement of railroad related work. All railroad related work is also subject to approval be the Illinois Commerce Commission (ICC). Final inspection for railroad related work should be coordinated through appropriate IDOT District Bureau of Local Roads and Streets office. Plans and preemption times for signal related work that will be interconnected with traffic signals shall be submitted to the ICC for review and approval prior to the commencement of work. Signal related work involving interconnects with state maintained traffic signals should also be coordinated with the IDOT's District Bureau of Operations. The LA is responsible for the payment of the railroad related expenses in accordance with the LA/railroad agreement prior to requesting reimbursement from IDOT. Requests for reimbursement should be sent to the appropriate IDOT District Bureau of Local Roads and Streets office. Engineer's Payment Estimates in accordance with the Division of Cost on page one. (15) And certifies to the best of its knowledge and belief its officials: (a) are not presently debarred,suspended, proposed for debarment,declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency; (b) have not within a three-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining,attempting to obtain or performing a public(Federal, State or local)transaction or contract under a public transaction;violation of Federal or State antitrust statutes or commission of embezzlement,theft,forgery, bribery,falsification or destruction of records, making false statements receiving stolen property; (c) are not presently indicted for or otherwise criminally or civilly charged by a governmental entity(Federal, State,local)with commission of any of the offenses enumerated in item(b)of this certification;and (d) have not within a three-year period preceding the Agreement had one or more public transactions(Federal,State, local) terminated for cause or default. (16) To include the certifications, listed in item 15 above and all other certifications required by State statutes, in every contract, including procurement of materials and leases of equipment. (17) (State Contracts) That execution of this agreement constitutes the LA's concurrence in the award of the construction contract to the responsible low bidder as determined by the STATE. (18) That for agreements exceeding$100,000 in federal funds, execution of this Agreement constitutes the LA's certification that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress or any employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any cooperative agreement,and the extension,continuation, renewal, amendment or modification of any Federal contract, grant, loan or cooperative agreement; (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress,an officer or employee of Congress or an employee of a Member of Congress, in connection with this Federal contract,grant, loan or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying",in accordance with its instructions; (c) The LA shall require that the language of this certification be included in the award documents for all subawards at all ties (including subcontracts, subgrants and contracts under grants, loans and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. (19) To regulate parking and traffic in accordance with the approved project report. (20) To regulate encroachments on public right-of-way in accordance with current Illinois Compiled Statutes. (21) To regulate the discharge of sanitary sewage into any storm water drainage system constructed with this improvement in accordance with current Illinois Compiled Statutes. (22) That the LA may invoice the STATE monthly for the FHWA and/or STATE share of the costs incurred for this phase of the improvement. The LA will submit supporting documentation with each request for reimbursement from the STATE. Supporting documentation is defined as verification of payment,certified time sheets,vendor invoices,vendor receipts,and other documentation supporting the requested reimbursement amount. (23) To complete this phase of the project within three years from the date this agreement is approved by the STATE if this portion of the project described in the Project Description does not exceed$1,000,000(five years if the project costs exceed$1,000,000). (24) Upon completion of this phase of the improvement,the LA will submit to the STATE a complete and detailed final invoice with all applicable supporting supporting documentation of all incurred costs, less previous payments, no later than one year from the date of completion of this phase of the improvement. If a final invoice is not received within one year of completion of this phase of the improvement,the most recent invoice may be considered the final invoice and the obligation of the funds closed. Printed on 10/20/2011 Page 3 of 5 BLR 05310(12/08/10) (25) (Single Audit Requirements) That if the LA receives$500,000 or more a year in federal financial assistance they shall have an audit made in accordance with the Office of Management and Budget(OMB)Circular No.A-133. LA's that receive less than $500,000 a year shall be exempt from compliance. A copy of the audit report must be submitted to the STATE with 30 days after the completion of the audit,but no later than one year after the end of the LA's fiscal year. The CFDA number for all highway planning and construction activities is 20.205. (26) That the LA is required to register with the Central Contractor Registration(CCR),which is a web-enabled government-wide application that collects,validates,stores,and disseminates business information about the federal government's trading partners in support of the contract award and the electronic payment processes. If you do not have a CCR number,you must register at https://www.bon.gov/ccr. If the LA,as a sub-recipient of a federal funding, receives an amount equal to or greater than$25,000(or which equals or exceeds that amount by addition of subsequent funds),this agreement is subject to the following award terms: hfti):Hedocket.access.gl)o.gov/2010/i)df/2010-22705.pdf and hftp://edocket.access.qpo.gov/2010/1)df/2010-22706.pdf. THE STATE AGREES: (1) To provide such guidance,assistance and supervision and to monitor and perform audits to the extent necessary to assure validity of the LA's certification of compliance with Titles II and III requirements. (2) (State Contracts) To receive bids for the construction of the proposed improvement when the plans have been approved by the STATE(and FHWA, if required)and to award a contract for construction of the proposed improvement,after receipt of a satisfactory bid. (3) (Day Labor) To authorize the LA to proceed with the construction of the improvement when Agreed Unit Prices are approved and to reimburse the LA for that portion of the cost payable from Federal and/or State funds based on the Agreed Unit Prices and Engineer's Payment Estimates in accordance with the Division of Cost on page one. (4) (Local Contracts) That for agreements with Federal and/or State funds in engineering, right-of-way, utility work and/or construction work: (a) To reimburse the LA for the Federal and/or State share on the basis of periodic billings, provided said billings contain sufficient cost information and show evidence of payment by the LA; (b) To provide independent assurance sampling,to furnish off-site material inspection and testing at sources normally visited by STATE inspectors of steel,cement,aggregate,structural steel and other materials customarily tested by the STATE. IT IS MUTUALLY AGREED: (1) Construction of the project will utilize domestic steel as required by Section 106.01 of the current edition of the Standard Specifications for Road and Bridge Construction. (2) That this Agreement and the covenants contained herein shall become null and void in the event that the FHWA does not approve the proposed improvement for Federal-aid participation or the contract covering the construction work contemplated herein is not awarded within three years of the date of execution of this Agreement. (3) This Agreement shall be binding upon the parties,their successors and assigns. (3) For contracts awarded by the LA,the LA shall not discriminate on the basis of race, color,national origin or sex in the award and performance of any USDOT—assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The LA shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of USDOT—assisted contracts. The LA's DBE program,as required by 49 CFR part 26 and as approved by USDOT, is incorporated by reference in this Agreement. Upon notification to the recipient of its failure to carry out its approved program,the department may impose sanctions as provided for under part 26 and may,in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986(31 U.S.C.3801 et seq.). In the absence of a USDOT—approved LA DBE Program or on State awarded contracts,this Agreement shall be administered under the provisions of the STATE's USDOT approved Disadvantaged Business Enterprise Program. (4) In cases where the STATE is reimbursing the LA,obligations of the STATE shall cease immediately without penalty or further payment being required if, in any fiscal year,the Illinois General Assembly or applicable Federal Funding source fails to appropriate or otherwise make available funds for the work contemplated herein. (5) All projects for the construction of fixed works which are financed in whole or in part with funds provided by this Agreement and/or amendment shall be subject to the Prevailing Wage Act(820 ILCS 130/0.01 et sea.)unless the provisions of that Act exempt its application Printed on 10/20/2011 Page 4 of 5 BLR 05310(12/08/10) ADDENDA Additional information and/or stipulations are hereby attached and identified below as being a part of this Agreement. Number 1 Location Map (Insert addendum numbers and titles as applicable) The LA further agrees, as a condition of payment, that it accepts and will comply with the applicable provisions set forth in this Agreement and all exhibits indicated above. APPROVED APPROVED Local Agency State of Illinois Department of Transportation Name of Official (Print or Type Name) Gary Hannig,Secretary of Transportation Date By: Title (County Board Chairperson/MayorNillage President/etc.) (Delegate's Signature) (Delegate's Name-Printed) (Signature) Date The above signature certifies the agency's TIN number is Christine M.Reed,Director of Highways/Chief Engineer Date conducting business as a Governmental Entity. DUNS Number Ellen J.Schanzle-Haskins,Chief Counsel Date Matthew R.Hughes,Acting Director of Finance and Administration Date NOTE: If signature is by an APPOINTED official,a resolution authorizing said appointed official to execute this agreement is required. Printed on 10/20/2011 Page 5 of 5 BLR 05310(12108/10) Local Agency Consultant United City of Yorkville L Illinois Department Engineering Enterprises, Inc. p of Transportation C County C O Address Kendall Section A N 52 Wheeler Road L S City Su ar v A Project No. Preliminary Engineering � State Job No. G Services Agreement T IL For Zip Code P-93-022-11 E Federal Participation A Contact Name/Phone/E-mail Address N N Contact Name/Phone/E-mail Address Laura Schraw C T Brad Sanderson 630/553-8574 Y 630-466-6720 LSchraw orkville.il.us bsanderson eeiweb.com THIS AGREEMENT is made and entered into this day of , 2011 between the above Local Agency(LA)and Consultant(ENGINEER)and covers certain professional engineering services in connection with the PROJECT. Federal-aid funds allotted to the LA by the state of Illinois under the general supervision of the Illinois Department of Transportation (STATE)will be used entirely or in part to finance engineering services as described under AGREEMENT PROVISIONS. Project Description Name Kennedy Road Route FAU3793 Length 3.14 mi Structure No. NA Termini IL Route 47 to Mill Road Description: Phase I Engineering Services for the construction of a new bike path on the south side of Kennedy Road from IL Route 47 to Mill Road. Agreement Provisions I. THE ENGINEER AGREES, 1. To perform or be responsible for the performance,in accordance with STATE approved design standards and policies, of engineering services for the LA for the proposed improvement herein described. 2. To attend any and all meetings and visit the site of the proposed improvement at any reasonable time when requested by representatives of the LA or STATE. 3. To complete the services herein described within 480 calendar days from the date of the Notice to Proceed from the LA, excluding from consideration periods of delay caused by circumstances beyond the control of the ENGINEER. 4. The classifications of the employees used in the work should be consistent with the employee classifications and estimated man- hours shown in EXHIBIT A. If higher-salaried personnel of the firm,including the Principal Engineer, perform services that are indicated in Exhibit A to be performed by lesser-salaried personnel,the wage rate billed for such services shall be commensurate with the payroll rate for the work performed. 5. That the ENGINEER is qualified technically and is entirely conversant with the design standards and policies applicable for the PROJECT; and that the ENGINEER has sufficient properly trained, organized and experienced personnel to perform the services enumerated herein. 6. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from the ENGINEER's errors,omissions or negligent acts without additional compensation. Acceptance of work by the STATE will not relieve the ENGINEER of the responsibility to make subsequent correction of any such errors or omissions or for clarification of any ambiguities. 7. That all plans and other documents furnished by the ENGINEER pursuant to this AGREEMENT will be endorsed by the ENGINEER and will affix the ENGINEER's professional seal when such seal is required by law. Plans for structures to be built as a part of the improvement will be prepared under the supervision of a registered structural engineer and will affix structural engineer seal when such seal is required by law. It will be the ENGINEER's responsibility to affix the proper seal as required by the Bureau of Local Roads and Streets manual published by the STATE. 8. That the ENGINEER will comply with applicable federal statutes,state of Illinois statutes,and local laws or ordinances of the LA. Page 1 of 5 BLR 05610(Rev,9/06). Printed on 10/20/2011 9:19:10 AM 9. The undersigned certifies neither the ENGINEER nor I have: a. employed or retained for commission, percentage, brokerage, contingent fee or other considerations,any firm or person (other than a bona fide employee working solely for me or the above ENGINEER)to solicit or secure this AGREEMENT, b. agreed, as an express or implied condition for obtaining this AGREEMENT,to employ or retain the services of any firm or person in connection with carrying out the AGREEMENT or c. paid, or agreed to pay any firm,organization or person (other than a bona fide employee working solely for me or the above ENGINEER)any fee,contribution,donation or consideration of any kind for,or in connection with, procuring or carrying out the AGREEMENT. d. are not presently debarred,suspended, proposed for debarment,declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency, e. have not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered against them for commission of fraud or criminal offense in connection with obtaining,attempting to obtain or performing a public (Federal, State or local)transaction;violation of Federal or State antitrust statutes or commission of embezzlement,theft, forgery, bribery,falsification or destruction of records, making false statements or receiving stolen property, f. are not presently indicted for or otherwise criminally or civilly charged by a government entity(Federal, State or local)with commission of any of the offenses enumerated in paragraph(e)and g. have not within a three-year period preceding this AGREEMENT had one or more public transactions(Federal,State or local) terminated for cause or default. 10. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LA. 11. To submit all invoices to the LA within one year of the completion of the work called for in this AGREEMENT or any subsequent Amendment or Supplement. 12. To submit BLR 05613, Engineering Payment Report,to the STATE upon completion of the project(Exhibit B). 13. Scope of Services to be provided by the ENGINEER: ® Make such detailed surveys as are necessary for the planning and design of the PROJECT. ❑ Make stream and flood plain hydraulic surveys and gather both existing bridge upstream and downstream high water data and flood flow histories. ❑ Prepare applications for U.S.Army Corps of Engineers Permit, Illinois Department of Natural Resources Office of Water Resources Permit and Illinois Environmental Protection Agency Section 404 Water Quality Certification. ❑ Design and/or approve cofferdams and superstructure shop drawings. ❑ Prepare Bridge Condition Report and Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types and high water effects on roadway overflows and bridge approaches). ® Prepare the necessary environmental and planning documents including the Project Development Report, Environmental Class of Action Determination or Environmental Assessment,State Clearinghouse,Substate Clearinghouse and all necessary environmental clearances. ❑ Make such soil surveys or subsurface investigations including borings and soil profiles as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations to be made in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies,Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE. ❑ Analyze and evaluate the soil surveys and structure borings to determine the roadway structural design and bridge foundation. ® Prepare preliminary roadway and drainage structure plans and meet with representatives of the LA and STATE at the site of the improvement for review of plans prior to the establishment of final vertical and horizontal alignment, location and size of drainage structures, and compliance with applicable design requirements and policies. ❑ Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. ❑ Complete the general and detailed plans,special provisions and estimate of cost. Contract plans shall be prepared in accordance with the guidelines contained in the Bureau of Local Roads and Streets manual. The special provisions and detailed estimate of cost shall be furnished in quadruplicate. ❑ Furnish the LA with survey and drafts in quadruplicate all necessary right-of-way dedications,construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. Page 2 of 5 BLR 05610(Rev.9/06) Printed on 10/20/2011 9:19:10 AM II. THE LA AGREES, 1. To furnish the ENGINEER all presently available survey data and information 2. To pay the ENGINEER as compensation for all services rendered in accordance with this AGREEMENT, on the basis of the following compensation formulas: Cost Plus Fixed Fee ® CPFF= 14.5%[DL+ R(DL)+OH(DL)+IHDC],or ❑ CPFF= 14.5%[DL+ R(DL)+ 1.4(DL) +IHDC], or ❑ CPFF= 14.5%[(2.3+R)DL+ IHDC] Where: DL=Direct Labor IHDC=In House Direct Costs OH=Consultant Firm's Actual Overhead Factor R=Complexity Factor Specific Rate ❑ (Pay per element) Lump Sum ❑ 3. To pay the ENGINEER using one of the following methods as required by 49 CFR part 26 and 605 ILCS 5/5-409: ❑ With Retainage a) For the first 50%of completed work, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER,such payments to be equal to 90%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) After 50%of the work is completed, and upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments covering work performed shall be due and payable to the ENGINEER,such payments to be equal to 95%of the value of the partially completed work minus all previous partial payments made to the ENGINEER. c) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and the STATE, a sum of money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. ® Without Retainage a) For progressive payments—Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the LA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER. b) Final Payment—Upon approval of the work by the LA but not later than 60 days after the work is completed and reports have been made and accepted by the LA and STATE, a sum o money equal to the basic fee as determined in this AGREEMENT less the total of the amounts of partial payments previously paid to the ENGINEER shall be due and payable to the ENGINEER. 4. The recipient shall not discriminate on the basis of race,color, national origin or sex in the award and performance of any DOT- assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of DOT-assisted contracts. The recipient's DBE program,as required by 49 CFR part 26 and as approved by DOT, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as violation of this agreement. Upon notification to the recipient of its failure to carry out its approved program,the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986(31 U.S.C.3801 et seq.). III. IT IS MUTUALLY AGREED, 1. That no work shall be commenced by the ENGINEER prior to issuance by the LA of a written Notice to Proceed. 2. That tracings, plans, specifications,estimates,maps and other documents prepared by the ENGINEER in accordance with this AGREEMENT shall be delivered to and become the property of the LA and that basic survey notes,sketches,charts and other data prepared or obtained in accordance with this AGREEMENT shall be made available, upon request,to the LA or to the STATE, without restriction or limitation as to their use. Page 3 of 5 BLR 05610(Rev.9/06). Printed on 10/20/2011. 9:19:10 AM 3. That all reports, plans,estimates and special provisions furnished by the ENGINEER shall be in accordance with the current Standard Specifications for Road and Bridge Construction, Bureau of Local Roads and Streets Administrative Policies, Federal-Aid Procedures for Local Highway Improvements or any other applicable requirements of the STATE, it being understood that all such furnished documents shall be approved by the LA and the STATE before final acceptance. During the performance of the engineering services herein provided for,the ENGINEER shall be responsible for any loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such loss or damage shall be restored at the ENGINEER's expense. 4. That none of the services to be furnished by the ENGINEER shall be sublet,assigned or transferred to any other party or parties without written consent of the LA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished by the ENGINEER shall not be construed to relieve the ENGINEER of any responsibility for the fulfillment of this agreement. 5. To maintain,for a minimum of 3 years after the completion of the contract,adequate books, records and supporting documents to verify the amounts, recipients and uses of all disbursements of funds passing in conjunction with the contract;the contract and all books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General and the STATE; and to provide full access to all relevant materials. Failure to maintain the books,records and supporting documents required by this section shall establish a presumption in favor of the STATE for the recovery of any funds paid by the STATE under the contract for which adequate books, records and supporting documentation are not available to support their purported disbursement. 6. The payment by the LA in accordance with numbered paragraph 3 of Section II will be considered payment in full for all services rendered in accordance with this AGREEMENT whether or not they be actually enumerated in this AGREEMENT. 7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error,omission and/or negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LA,the STATE,and their officers,agents and employees from all suits,claims, actions or damages of any nature whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy. 8. This AGREEMENT may be terminated by the LA upon giving notice in writing to the ENGINEER at the ENGINEER's last known post office address. Upon such termination,the ENGINEER shall cause to be delivered to the LA all drawings,plats,surveys;reports, permits,agreements, soils and foundation analysis,provisions, specifications, partial and completed estimates and data,if any from soil survey and subsurface investigation with the understanding that all such material becomes the property of the LA. The LA will be responsible for reimbursement of all eligible expenses to date of the written notice of termination. 9. This certification is required by the Drug Free Workplace Act(301LCS 580). The Drug Free Workplace Act requires that no grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of any property or service from the State unless that grantee or contractor will provide a drug free workplace. False certification or violation of the certification may result in sanctions including, but not limited to, suspension of contract or grant payments,termination of a contract or grant and debarment of the contracting or grant opportunities with the State for at least one(1)year but no more than five(5)years. For the purpose of this certification,"grantee"or"contractor"means a corporation,partnership or other entity with twenty-five(25) or more employees at the time of issuing the grant,or a department,division or other unit thereof,directly responsible for the specific performance under a contract or grant of$5,000 or more from the State, as defined in the Act. The contractor/grantee certifies and agrees that it will provide a drug free workplace by: a. Publishing a statement: (1) Notifying employees that the unlawful manufacture,distribution,dispensing,possession or use of a controlled substance, including cannabis,is prohibited in the grantee's or contractor's workplace. (2) Specifying the actions that will be taken against employees for violations of such prohibition. (3) Notifying the employee that,as a condition of employment on such contract or grant,the employee will: (a) abide by the terms of the statement;and (b) notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five(5) days after such conviction. b. Establishing a drug free awareness program to inform employees about: (1) The dangers of drug abuse in the workplace; (2) The grantee's or contractor's policy of maintaining a drug free workplace; (3) Any available drug counseling,rehabilitation and employee assistance program;and (4) The penalties that may be imposed upon an employee for drug violations. c. Providing a copy of the statement required by subparagraph(a)to each employee engaged in the performance of the contract or grant and to post the statement in a prominent place in the workplace. d. Notifying the contracting or granting agency within ten(10)days after receiving notice under part(B) of paragraph(3)of subsection(a)above from an employee or otherwise receiving actual notice of such conviction. e. Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program by, f. Assisting employees in selecting a course of action in the event drug counseling,treatment and rehabilitation is required and indicating that a trained referral team is in place. g. Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. Page 4 of 5 BLR 05610(Rev.9/06) Printed on 10/20/2011 9:19:10 AM 10. The ENGINEER or subconsultant shall not discriminate on the basis of race, color,national origin or sex in the performance of this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of DOT assisted contracts. Failure by the ENGINEER to carry out these requirements is a material breach of this AGREEMENT,which may result in the termination of this AGREEMENT or such other remedy as the LA deems appropriate. Agreement Summary Prime Consultant: TIN Number Agreement Amount EEnterprises, Inc. 36-3150869 $115,249.79 Sub-Consultants: TIN Number Agreement Amount Huff&Huff, Inc. 36-3044842 $10,934.45 Sub-Consultant Total: $10,934.45 Prime Consultant Total: $115,249.79 Total for all Work: $126,184.24 Executed by the LA: United City of Yorkville (Municipality/Township/County) ATTEST: By: By: Beth Warren—City Clerk Title: Mayor (SEAL) Executed by the ENGINEER: ATTEST: Engineering Enterprises, Inc. By: By: Title: Executive Assistant Title: Vice President Page 5 of 5 BLR 05610(Rev.9/06) Printed on 10/20/2011 9:19:10 AM DF-824-039 REV 12/04 PAYROLL ESCALATION TABLE FIXED RAISES FIRM NAME Engineering Enterprises,Inc. DATE 10/20/11 PRIMEISUPPLEMENT Prime PT13 NO. CONTRACT TERM 16 MONTHS OVERHEAD RATE 185.00% START DATE 5/1/2012 COMPLEXITY FACTOR 0 RAISE DATE 111/2013 %OF RAISE 3.00% ESCALATION PER YEAR 5/112012 - 1/112013 1/2/2013 - 9/1/2013 8 8 16 16 50.00% 51.50% 1.0150 The total escalation for this project would be: 1.50% Bureau of Design and Environment Printed 10/20/2011 9:19 AM DF-824-039 REV 12/04 PAYROLL RATES FIRM NAME Engineering Enterprises DATE 10/20111 PRIME/SUPPLEMENT Prime PSB NO. ESCALATION FACTOR 1.50% CLASSIFICATION CURRENT RATE CALCULATED RATE Senior Principal $54.81 $55.63 Principal $54.81 $55.63 Senior Project Manager $43.07 $43.72 Project Manager $37.49 $38.05 Sr. Project Engineer/Planner/Surveyor II $32.98 $33.47 Sr. Project Engineer/Planner/Surveyor 1 $27.85 $28.27 Project Engineer/Planner/Surveyor $23.08 $23.43 Sr. Project Technician II $32.82 $33.31 Sr. Project Technician 1 $29.73 $30.18 Project Technician $26.99 $27.39 Administrative Assistant $21.92 $22.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PREPARED BY THE AGREEMENTS UNITrinted 10/20/20119:19 AM COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES DF-824-039 REV 12/04 FIRM Engineering Enterprises,Inc. DATE 10/20/11 PSB OVERHEAD RATE 1.85 PRIME/SUPPLEMENT Prime COMPLEXITY FACTOR 0 FIXED FEE= 14.5%[DL+R(DL)+OH(DL)+IHDC] DBE OVERHEAD IN-HOUSE Outside SERVICES %OF DROP ITEM MANHOURS PAYROLL & DIRECT FIXED Direct BY DBE TOTAL GRAND BOX FRINGE BENF COSTS FEE Costs OTHERS TOTAL TOTAL (A) (B) (C) (D) (E) (F) (G) (H) (B-G) Data Collection 16 553.26 1,023.52 228.63 1,805.41 1.43% To o.&Field Surveys 328 10,185.24 18,842.70 585.00 4,293.88 33,906.81 26.87% Design Studies, P&P 180 6,174.33 11,422.50 2,551.54 20,148.37 15.97% Env.Studies and Doc. 64 2,211.73 4,091.69 914.00 10,934.45 18,151.86 14739% Drainage Stud 88 2,975.90 5,505.41 1,229.79 9,711.10 7.70% ROW Coordination 44 1,499.93 2,774.86 619.84 4,894.63 3.88% Estimate of Cost 20 687.80 1,272.44 284.24 2,244.48 1.78%. Project Dev. Report 136 4,730.59 8,751.59 250.00 1,991.171 150.00 15,873.35 12.58% Meetings&Coord. 52 1,937.88 3,585.08 800.83 6,323.78 5.01% Administration 32 1,358.31 2,512.88 561.32 4,432.52 3.51% QC/QA 32 1,358.31 2,512.88 561.32 4,432.52 3.51% CAD 3,720.00 539.40 4,259.40 3.38% Subconsultant DL 0.001 0.00 0.01 % TOTALS 1 9921 33,673.271 62,295.561 4,555.001 14,575.961 150.001 10,934.451 0.001 126,184.24 100.00% DBE 0.00% DBE PREPARED BY THE AGREEMENTS UNIT Printed 10/20/2011 9:19 AM DF-824-039. REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Engineering Enterprises,Inc. PSB DATE 10/2o/11 PRIME/SUPPLEMENT Prime SHEET 1 OF 2 PAYROLL AVG TOTAL PROJECT RATES Data Collection Topo.&Field Surveys Design Studies,P&P Env.Studies and Doc. Drainage Study HOURLY Hours % I Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd CLASSIFICATION RATES Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Part. Avg Senior Pdnci al 55.63 0 Principal 55.63 28 2.82% 1.57 4 2.22% 1.24 Senior Project Manager 43.72 0 Project Manager 38.05 244 24.60% 9.36 4 25.00% 9.51 68 20.73% 7.89 16 8.89% 3.38 1 16 25.00% .9.51 8 9.09% 3.46 Sr.Project Engineer/Planner/Surveyor II 33.47 260 26.21% 8.77 8 50.00% 16.74 1 80 44.44% 14.88 24 37.50% 12.55 40 45.45% 15.22 Sr.Project Engineer/Planner/Surveyor 1 28.27 130 13.10% 3.70 130 139.63% 11.20 Project Engineer/Planner/Surveyor 23.43 0 Sr.Project Technician II 33.31 188 18.95% 6.31 4 25.00% 8.33 80 44.44% 14.81 24 37.50% • 12.49 40 45.45% 15.14 Sr.Project Technician 1 30.18 130 13.10% 3.95 130 39.63% 11.96 Project Technician 27.39 0 Administrative Assistant 22.25 12 1.21% 0.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 992 100% $33.94 16 100.00%1$34.58 328 100% $31.05 180 100% $34.30 64 100% $34.56 88 100% $33.82 PREPARED BY THE AGREEMENTS UNIT Printed 10/20/2011 9:19 AM OF-824-039 REV 12/04 AVERAGE HOURLY PROJECT RATES FIRM Engineering Enterprises,Inc. PSB DATE 10120/11 PRIME/SUPPLEMENT Prime SHEET 2- OF 2 PAYROLL AVG ROW Coordination Estimate of Cost Project Dev.Report Meetings 8.Coord. Administration QCIQA HOURLY Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtf CLASSIFICATION RATES Part. Av Part. Avg Part. Avg Part. Avg Part. Avg Part. Avci Senior Principal 55.63 Principal 55.63 4 2.94% 1.64 4 7.69% 4.26 8 25.00% 13.91 8 25.00% 13.91 Senior Project Manager 43.72 - Pro'ect Manager 38.05 16 36.36% 13.84 4 20.00% 7.61 40 29.41% 11.19 24 46.15% 17.56 1 24 75.00% 28.54 24 75.00%' 28.54 Sr.Project Engineer/Planner/Surveyor II 33.47 16 36.36% 12.17 16 60.00% 26.78 60 44.12% 1 14.77 16 30.77% 10.30 Sr.Project Engineer/Planner/Surveyor 1 28.27 Project Engineer/Planner/Surveyor 23.43 Sr.Project Technician II 33.31 8 18.18% 6.06 24 17.65% 5.88 8 15.38% 5.12 Sr.Project Technician 1 30.18 Project Technician 27.39 Administrative Assistant 22.25 4 9.09% 2.02 a 5.68% 1.31 TOTALS 44 100% $34.09 20 1 100% $34.39 136 100% $34.781 52 100% $37.27 32 100% $42.45 32 100% $42.4 PREPARED BY THE AGREEMENTS UNIT Printed 10/20/2011 9:19 AM SUMMARY OF DIRECT COSTS Kennedy Road Bike Path; IL47 to Mill Road Kendall County Engineering Enterprises, Inc. In-House Direct Costs No. Unit Cost/Unit Total Cost Printing/Reports 1500 Pages $0.10 $150.00 Printing/Plans 100 Sheets $1.00 $100.00 CAD 248 Hours $15.00 $3,720.00 Vehicle-Surveying 13 Days $45.00 $585.00 Subtotal $4,555.00 Outside Direct Costs No. Unit Cost/Unit Total Cost Postage/Overnight Delivery 10 Each $15.00 $150.00 Subtotal $150.00 TOTAL $4,705.00 r P 915 Harger Road,Suite 330 Oak Brook,1L 60523 >i Phonc(630)684-9100 environmental engineers Fax(630)684-9120 and consultants Website:http://huffhhuff.com October 12, 2011 Mr. James R. Lenzini Project Manager Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 PESA,Wetland Delineation,Endangered Species,Tree Survey,Wetland Impact Evaluation Form(WIE)/Process Kennedy Road Shared-Use Path Yorkville,Illinois Proposal No.TII-125 Dear Mr. Lenzini: Huff & Huff, Inc. (H&H) is pleased to submit this proposal to perform a Preliminary Environmental Site Assessment (PESA), wetland delineation, endangered species, tree survey and wetland impact evaluation form for the construction of the Kennedy Road Shared-Use Path in Yorkville. This proposal presents our project understanding, the scope of services, cost, and schedule for completing the project. A tiered approach to the wetlands and PESA is utilized to efficiently address potential impacts. 1. .PROJECT UNDERSTANDING H&H has been requested to provide various environmental services for the parcel located for the construction of the Kennedy Road Shared-Use Path in Yorkville, Illinois. The project limits on Kennedy Road are from IL 47 to Mill Road, which is approximately three miles in length. The Shared-Use Path will be located on the southeast side of Kennedy Road and the area that we will be working in will be from the centerline of the road to 10 feet beyond the 40' right-of-way. 2. SCOPE OF SERVICES Task 1 -Preliminary Environmental Site Assessment(PESA) H&H will prepare a Preliminary Environmental Site Assessment for the Kennedy Road Shared- Use path identified in the attached Location Map. The process will follow general protocols associated with ASTM E1527-05, which is a standard environmental site assessment methodology and IDOT procedures. These protocols are consistent with the "Preliminary Site Assessment(PESA)"procedures outlined by the Illinois Department of Transportation(IDOT) in BDE #66-10A;the "Manual for Conducting Preliminary Environmental Site Assessments for UAProposal 11\Transportation\EEITE1-Kennedy.Road Yorkvitle.docx Illinois Department of Transportation Highway Project", and Bureau of Local Roads Special Waste Procedures. A. Historical Research The site's historical land use/ownership record will be developed from standard historical sources. Either historical aerial photographs or historical maps, such as Sanborn Fire Insurance Maps, will be reviewed. The review will identify land use over time and potential areas of environmental concern, such as areas of surface disturbance and outside storage. B. Site Evaluation Current environmental features and conditions of sites adjacent to the right-of-way will be evaluated. A site walkover of potential right-of-way areas designated for excavation and/or acquisition will be conducted for first-hand evaluation of current environmental conditions within the project limits. All of the features and conditions listed above will be investigated and, as appropriate, documented in photographs. The land-use and housekeeping practices of adjacent properties also will be evaluated in accordance with ASTM protocols. C. Records Review A records review will be conducted to determine potential environmental concerns within the study area. It will include a search of standard state and federal environmental record databases in accordance with the specifications of ASTM standards. This search is based on the outline of the study area. Specifically, Consultant will search each database to identify any potential sources requiring further investigation. As appropriate, Freedom of Information Act (FOIA)requests will be filed with the Illinois Environmental Protection Agency(IEPA) to obtain additional data pertaining to identified sites. A local source, such as the fire department or building department, will be contacted regarding available records and area history. D. Report Preparation A special waste screening document will be prepared if the records review does not indicate the presence of any Recognized Environmental Conditions (RECs). If RECs are present, a Preliminary Environmental Site Assessment will document these findings. The following information will be included in this report: a) The project location and description b) Historical uses of corridor. c) The area geology and hydrology. d) The environmental status of sites adjacent to the corridor regarding chemical use and storage, underground and aboveground storage tanks, solid waste, special waste, and hazardous waste,wastewater, and PCBs. e) The environmental records review conducted for the two sites. f) An analysis of the site inspection. UAProposal 1 ffransportatioMEEREEI-Kennedy Road Yorkville.docx g) A summary of the findings regarding any environmental concerns. This will include IDOT's per Memo 66-10A. Task 2. Wetland Delineation and Report The following records/documents will be reviewed prior to conducting the field investigation. Soils information will be reviewed to determine the soil types encountered during the delineation procedures. The maps reviewed and to be used include: • U.S. Geological Survey Topographic Maps • National Wetlands Inventory Maps • Kendall County Wetland Map • Kendall County Soil Survey • Kendall County Flood Insurance Rate Maps • Hydric Soils of the United States In addition to the areas identified on available mapping, the entire area within the proposed project limits will be investigated in the event that unmapped wetlands are present. As the wetland maps are developed to be used as a general planning tool, detailed field investigations are required to ascertain whether or not wetlands are present. All areas exhibiting wetland characteristics within the parcel will be investigated. On-Site Investigation(Field Inventory) The on-site investigation will be conducted by our environmental staff experienced in Federal methods for conducting wetland delineations. Our staff will classify and define hydric soils, hydrophytic vegetation, and evidence of hydrology to determine if wetlands are present. The wetland perimeters will be located and flagged for completion of field survey by others. A wetland delineation of the project site will be conducted that will meet the requirements of Executive Order 11990, "Protection of Wetlands;" Section 404 of the Federal Water Pollution Control Act as amended by the Clean Water Act (Corps of Engineers, Section 404 Permit), the Illinois Environmental Protection Agency (IEPA Section 401 Guidelines) regulations, the Kendall County Stormwater Management Ordinance, and the Yorkville Wetland Protection Regulation Ordinance. These regulations pertain to the placement of fill or alterations of drainage within wetlands of any type and apply to privately as well as publicly owned wetlands. The investigation will meet the requirements of these regulations by identifying the type, functions, and approximate boundaries of the involved wetlands. Wetlands found will be classified according to type using the "Classification of Wetlands and Deep Water Habitats of the United States" by Cowardin. Wetland boundaries will be defined in accordance with the regional supplement to the Corps of Engineers Wetlands Delineation Manual: Midwest rdgion. This includes a soil investigation to determine the presence or absence of hydric soils and an analysis of the dominant plant species. Field observations will be made on any evidence indicating the hydrology of the area and on water sources that are supporting these wetlands. Functions of these wetlands will be evaluated from field observations. UA.Proposal 1 ffransportationTEITEI-Kennedy Road Yorkville.docx H&H will flag the wetland perimeters. H&H will not conduct the survey of the wetlands but will coordinate with' EEI staff to assure accuracy-of the wetland boundaries. This will include a meeting in the field with the survey crew, if necessary. Farmed Wetland Determination As there are farms located within the project limits, a Farmed Wetland Determination will be required. H&H will utilize the current USDA Natural Resource Conservation Service methodology for determining farmed wetlands. If farmed wetlands are identified on the aerial slides provided by the USDA Farm Services Agency, these areas will be investigated in the field to determine if they meet wetland criteria. The farmed wetland determination will be completed prior to the field work. Repo A wetland delineation report will be prepared summarizing the findings of the fieldwork. If no wetlands are present at either site, a summary letter will be prepared in lieu of a report, with necessary documentation of the field investigation. Specific items to be included are as follows: a)Map showing the wetland boundaries and project boundaries b)Aerial Photo with the appropriate limits of delineated wetlands c) Floristic Quality Assessment A formal delineation of wetlands is required in accordance with Kendall County and the City of Yorkville regulations, prior to permitting any wetland impacts. Permitting will be conducted in Phase 2 and is not included in this scope of work. Task 3 . Endangered Species Review Endangered species consultation with the Illinois Department of Natural Resources (IDNR) will be submitted. H&H will prepare an ECOCAT and submit them for state listed endangered species consultation. A Section 7 Endangered Species consultation will be completed as documented on the United States Fish and Wildlife Service(USFWS)website. This documentation will determine whether federally threatened or endangered species habitat is present. If habitat is present,the next step is to determine whether the project will have an impact on the habitat. The USFWS does not review Section 7 consultation letters;instead the COE reviews the letters during permitting. One (1) copy of the EcoCAT, INDR response, and USFWS Section 7 Endangered Species consultation letter will be forwarded to EEI. UAProposal 11\Transportation\EEITEI-Kennedy Road Yorkville.doex Coordination with the USFWS is required if it is anticipated that there will be an effect on threatened or endangered species, or their habitat. Coordination requirements with the.USFW-S will be documented. Endangered species surveys are not included in this scope of work. This proposal does not include an endangered species survey should one be required. Task 4. Tree Survey 6 A tree survey will be conducted in accordance with current IDOT policies and Design & Environment Memorandum 18, Preservation and Replacement of Trees, and the City of Yorkville Landscape Ordinance. This survey will include all trees six (6) inches in diameter or greater and smaller individuals when planted for landscape purposes. H&H staff will utilize initial survey data from EEI to conduct the tree assessment. Station and offset information will be obtained from EEI. H&H will identify the trees to species level and determine health, structure, and origin. H&H will also note whether any trees are of exceptional size and condition. .H&H will determine which trees are worth avoidance. In addition,H&H will identify invasive,non-native trees that may enhance the rural setting through their removal. H&H will complete tabulation tables with the information gathered from the field assessment. Station and offset for the tables will be obtained from the survey. All data collected in the field concerning health, structure, and origin will be tabulated and summarized on the tables. A summary memorandum will be prepared upon completion of the tabulation. Recommendations on trees to be avoided or removed will be included. H&H will also work with EEI in potential mitigation measures should certain trees be potentially impacted by the proposed project. This proposal does not include a Tree Removal Permit or Tree Preservation and Removal Plan should one be required. Task 5. Wetland Impact Evaluation Form(WIEI/Process Once all impacts are determined and the mitigation measure is selected,the results of the wetland studies will be summarized in the Wetland Impact Evaluation Forms and submitted to IDOT for review. 3. LEVEL OF EFFORT AND SCHEDULE The level of effort and project cost is provided in the CECS Form attached to this proposal. Costs will be invoiced as a cost plus fixed fee. Please indicate acceptance of this agreement by returning a signed copy of this agreement or a purchase order incorporating the terms of the agreement. We appreciate the opportunity to work with you and look forward to a successful project. If you have any questions concerning our proposed scope of services or fees,please contact us. u,\Proposal 1 l\Transportation\EEI\EEI-Kennedy Road Yorkville.docx 4. CONTRACT.CONDITIONS 1. ' CONSULTANT'S SERVICES: The Consultant's (Huff& Huff, Inc.) services shall consist of those tasks described in Section 2. 2. SCHEDULE: The Consultant's work under this Agreement shall begin according to Section 3. 3. COMPENSATION: The fee basis is outlined in Section 3. 4. DIRECTION: For work performed under this Agreement, Consultant shall take direction from the Client. 5. CHANGES: This Agreement may only be changed by written amendment which specifies the terms being revised and which has been signed by both parties hereto. 6. PROJECT DATA: The Consultant, in coordination with the Client, shall obtain from the appropriate sources all data and information necessary for the proper and complete execution of the Consultant's services. Consultant shall be entitled to rely on materials and information provided by the Client. 7, INDEPENDENT CONSULTANT: The Consultant shall be deemed to be an independent contractor in all its operations and activities hereunder. The employees fumished by Consultant to perform the work shall be deemed to be Consultant employees exclusively, and said employees shall be paid by Consultant for all services in this connection. The Consultant shall be responsible for all'l� obligations and reports covering Social Security, �,Tn einplv`�j Went Tnu�urai�ive, NiXr7orker'v l..�iii:pvii.°iati, —ic-1- �('av, a �4}ier rWkl- and deductions required by an applicable state or Federal law. 8. RIGHTS OF WORK PRODUCT: Client shall have unlimited rights in all drawings, designs, specifications, notes, and other work developed in the performance of this contract, including the right to use same on any other work without additional cost to the Client. The Consultant shall not be liable for any use or reuse of the drawings, designs, specifications, notes and other work for use other than intended under the terms of this Agreement. 9. INDEMNIFICATION: The Consultant hereby agrees to indemnify and hold harmless the Client and any proper owners whose property it is necessary to access in the performance of this work, against any and all liability, loss, damages, demands, or actions or causes of action, which may result from any damages or injuries sustained by a person or entity in connection with or on account of any negligent act or omission of the Consultant or its employees relating to its obligations pursuant to this Agreement. '10. TERMINATION: Client may terminate this Agreement at any time upon ten (10) days written notice for whatsoever reason, provided Client shall pay the Consultant a reasonable fee for work satisfactorily performed prior to the effective date of termination. In no case, however,shall the total amount paid to Consultant exceed the amount set out above. U,,Propmal l l\TransportationlEEITEI-Kennedy Road Yorkville.docx 11. INSURANCE: The Consultant shall maintain insurance as set forth in the prime contract, if attached, or as set forth below. a. Worker's Compensation and Employer's Liability Insurance: Worker's Compensation in compliance with applicable State and Federal laws. b. Comprehensive General Liability Insurance for Bodily Injury and Property Damage to a combined single limit of$2,000,000 per occurrence/claim or an umbrella of$3,000,000. c. Comprehensive Automobile Liability Insurance, including owned, hired, and non-owned automobiles, for Bodily Injury and Property Damage to a combined single limit of $1,000,000 per occurrence. d. Professional liability insurance$2,000,000 on a claims made basis. 12. LIMITATION OF LIABILITY. Client recognized the disparity in relative risks and benefits of this engagement between Client and Consultant. In such recognition, Client agrees,to the fullest extent permitted by law, to limit all liability of Consultant to the Client for any claims, losses, costs, damages, suits, warranties, whether for negligence, breach of contract or any other legal, equitable or statutory theory whatsoever, regardless of cause, including but not limited to attorneys' fees, costs and expenses, so that the total aggregate liability of the Consultant to the Client shall not exceed $50,000 or, two hundred percent of all fees received by Consultant under this Agreement, whichever is greater. Additional limits of liability are available for additional fees. Unless such additional limits are negotiated in advance of any services under this Agreement, this limitation of liability shall apply regardless of the cause of action of legal theory pursued. 13. STANDARD OF CARE: Services performed by the Consultant under this Agreement will be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. 14. RETENTION OF RECORDS: Consultant shall maintain complete records of all hours billed and direct costs incurred under this Agreement so as to accurately reflect the services performed and basis for compensation and reimbursement under this Agreement. All relevant project and accounting files relating to this project shall be maintained for a period of seven(7)years from the date of termination or completion. 15. LEGAL: This Agreement shall be construed and interpreted solely in accordance with the laws of the State of Illinois. U;AProposal 1. UransportationTEITE1-Kennedy Road Yorkville.doex BOTH PARTIES HERETO WARRANT AND REPRESENT that they have full right, power, and authority to execute this Contract. IN WITNESS THEREOF, the parties hereto have executed this Agreement as of the day and year first specified above. CONSULTANT CLIENT HUFF&HUFF,INC. EEI ENTERPRISES, INC. Signature Signature By Linda L.Huff,P.E. Typed Name Typed Name President Officer's Title Officer's Title October 12,2011 'Date Date UAProposal I MransportatioMEEREE1-Kennedy Road Yorkville.docx Payroll Escalation Table < <fe(1 Fixed Raises FIRM NAME Huff&Huff,Inc. DATE ,10112111 PRIMEISUPPLEMENT EEl PTS NO. CONTRACTTERM 6 MONTHS OVERHEAD RATE 158100% START DATE 11101!11 COMPLEXITY FACTOR 10 RAISE DATE 01101112, %OF RAISE 3:00% ESCA[:AT ON PER YEAR 1x1011#1 - 011.01/12 ...:.y _. Z A 6• 6 33,33% 68.670% 1.0200 The total escalation for this project would be: 2.60° BDE 025(Rev_2106) PRINTED 10112111,11:50 AM PAGE 116nois Department of Transportation Pa roll Rates . Y FIRM NAME Huff&Huff, Inc. DATE 10112/11 PRIME/SUPPLEMENT EEI PTB NO. ESCALATION FACTOR 2.00% CL:ASSIFICATIt3N CulkREW RA-TiE ESCALATED IkATE Princ►pai $62.37 $63:62 Senior Project Manager $55,76 $56.88 Senior Engineer III $41.60 $42.43 Senior Engineer II $35.42 $36.13 Transportation Planner $30.76 $31.38 Senior Scientist IV $41.84 $42.68 Senior Scientist III $35.86 $36.58 Senior Scientist II $28.88 $29.46 Senior Scientist 1 $24.72 $25.21 Senior Geologist 1 $32.68 $33.33 Project Engineer 11 $31.68 $32.31 Project Engineer 1 $25.52 $26.03 Wetland Scientist III $0.00 $0.00 Wetland Scientist II $22.72 $23.17 Wetland Scientist 1 $0.00 $0.00 Project Scientist III $22.68 $23.13 Project Scientist II $0.00 $0.00 Project Scientist 1 $18.76 $19.14 Project Geologist 1 $26.78 $27.32 Project Associate $23.00 $23.46 Senior CADD 1 $32.08 $32.72 CADD II $25.00 $25.50 CADD 1 $16.04 $16.36 Admin. Manager 1 $29.58 $30.17 Administrative IV $19.76 $20.16 Administrative II $17.80 $18.16 Administrative 1 $11.00 $11.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 BDE 025(Rev.2/06) PRINTED 10/12/11,11:50 AM PAGE 2 r-0, Cost Estimate of ansportation Consultant Services (CPFF) Firm .. Huff&Huff, Inc. Date...... .10/12/11 Rdr# Kennedy Road Section Overhead Rate 155.00% County.. Kendall Job No. Complexity Factor . Q. PTB& Item Overhead In-House Outside Services %of Item Manhours Payroll & Direct Fixed Direct By Total Grand Fringe Benefits Costs Fee Costs Others Total PESA 41 1,122.67 1,740.14 38.25 420.65 265.50 0.00 3,587.22.: '32.81% W-efland Delineation.&Rep' 41 1,205.07. 1,867.86 65.05 455.01 15.:50. 0..00 3,608.48 . '33.00% Ehda4'�S ecies Revibi 7 219.42 340.10 1.20 81.31 0..00 0.00 642.03 5.87% Tree Survey, 24 714.82 1,,107.96 49.65 271.50 15.50 0:00 2,159.43 19.75% Wig 6 203.18 314.94 0.00 75.13 0.00 0.00 593.25 5.43% :Pro ject Coordination 4 117.83. 182.64 43.57 344.04 3.15% TOTALS 123 3,582.99 5,553.64 154.15 1,,347.16 296.50 0.00 10,934.45 . .100.00% Method of Compensation: Cost Plus Fixed Fee 1 0 14.5%[DL+ R(DL)+OH(DL) + IHDC] Cost Plus Fixed Fee 2 14,5%[DL+ R(DL)+ 1.4(DL)+ IHDC] Cost Plus Fixed Fee 3 F-] 14.5%[(2.3+R)DL+ IHDC] Specific Rate Lump Sum El PRINTED 10/12/11, 11:50 AM Page 3 BDE 025 (Rev.2/06) ; patwtriQJ Wnspottabfbn Average Hourly Project•.Rates Rarife: Kennedy_>Road S.eown' county Kendall Consultant Huff&Huff,Inc. Date 10112!11 Job No,.......... . Sheet 7 OF 1 Payroll Total Pro ect Rates PESA Wetland Delineation&Report, Endangered Species Review .Tree.Survey WIE . . Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours WgtB Hours %. Wgtd Hours °!o Wgtd Classification Part. AYg Part. Av Part. Av Part. Av Part. Avg Part. Av „ Principal 2 1.63% 1.03 .:2 4.88% 3.10 Senioe Scientist IV 8 6.50% 2.78 3 7.32% 3.12 1 14.29%] 6.10 2 8.33% 3.56 2 33:33% 14.23 Senior Scientist II 64 52.03% 15.33 30 •73.17% 21.55 6 85.71%< 25.25 E3-3 3% 24.55 4 '; 68:67% 1:9.64 :Project En ine'r 1 32 26.02% 6.77 32 ...78.05%. .. 20.32 ; ....... CAD)a_It. "'" 10 8.13% 2.07 4 9.76% 2.49 6 14.63% 3.73 . JYdministrative IV- 7 5.69% 1.15 3' 7:32%, 1.47 2 4.88% 0'.98 /° 1.68 0 0 0 TOTALS 123 100% $29.13 41 100% $27.38 41 100% $29.39 7 100% $31.35 24 100% $29.78 6 100% $33.86 BIDE 025(Rev.2/06) PRINTED 10112/11, 11:50 AM PAGE 4 Illinois Department of Transportation Route Kennedy Road Average Hourly Project Rates • Section County Kendall Consultant Huff&Huff,Inc. Date 10/12/11 PTB/Item Sheet 2 OF 1 Payroll AVg Project Coordination Hourly Hours % Wgtd Hours % W9td Hours % Wgtd Hours % Wgtd Hours % Wgtd Hours % Wgtd ' Classification Rates Part. Avg Part. Avg Part. Avg Part. Avg Part Av Part Av Princi.al 63.62 S. Mot Pao eama.na er 56.88 Senior`En fneer 111 4243 Senior..En ne.er•.11 36.13 Trans.ortation Planner 31.38 Senior Scientist.IV 42.68 Senior..Scieiitist[If 36:5$ Senior Scientist II 29146 4 1100.00% .28.46 Senior Scientist l 25.21 $enior Geofo ist I '33.33 .Piro 6d,En lneer II 32.31 Pro ect.En ineer 1. 26.03 Wetland Scientist III W..,efland:Scientistll, 23A7 WeitlaOd Scientist.! Project Scientist III 23.13 PepiOct Scientist II P:ro ect;5cign'pst i . 19.14 proib,djaeplogist 1 27:32 .Project Associate 23.46 Sen ij or'GADD 1: 32.72 C,ADD 1. 96.36 Admin,:.Mana ec 1.. 30.17 AdiSftt;fratiV6 IV 20.16 Adinmistratfve I I 16.16 A.dm1nistratfve:1 1.1.22 CAbl7.fl 25.50 TOTALS 4 100% $29.46 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00 0 0% $0.00" BDE 025(Rev.2/06) PRINTED 10112/11,11:50 AM PAGE _ SUMMARY OF INHOUSE DIRECT COSTS Project: EEI = Kennedy Road DIRECT Task 01 -RESA Trips - Company 75 miles x 1 X . $ 0.51 = $ 38.25 Task Total $ 38.25 Task 02- Wetland Delineation & Report Trips - Company 75 miles x 1 x $ 0.51 = $ 38:25 Tolls 4 x $ 0.40 = $ 1.60 Reproduction 7 sets x 60 *x $ 0,03 = $ 12.60 Color copies 7 sets x 18 x $ 0.10 = $ 12.60 Task Total $ 65.05 Task 03- Endangered Species Review Reproduction 4 sets x 5 x $ 0.03 = $ 0.60 Color copies 3 sets x 2 x $ 0.10 = $ 0.60 Task Total $ 1.20 Task 04- Tree Survey Trips- Company 75 miles x 1 x $ 0.51 = $ 38.25 Tolls 4 x $ 0.40 = $ 1.60 Reproduction 7 sets x 40 x $ 0.03 = $ 8.40 Color copies 7 sets x 2 x $ 0.10 = $ 1.40 Task Total $ 49.65 Task 05-WIE Task Total $ - GRAND TOTAL $ 154.15 PAProposa1-20111EEI1[EEI Kennedy Rd DC.xlsjlnhouse Direct Costs SUMMARY.OF OUTSIDE DIRECT COSTS Project: EEI - Kennedy Road OUTSIDE: Task 01-PESA Federal Express 1 x $ 15.50 = $ 15.50 Records Search - 1 x $ 250.00 = $ 250.00 Task Total $ 265.50 Task 02- Wei►and Delineation $ Report Federal Express 1 x $ 15.50 = $ 15.50 Task Total $ -15.50 Task 03 -Endangered Species Review Task Total $ Task 04- Tree Survey Federal Express 1 x $ 15.50 = $ 15.50 Task Total $ 15.50 Task 05 -WIE Task Total $ GRAND TOTAL $ 296.50 PAProposal-20MEE14EEI Kennedy Rd DC.xls]Inhouse Direct Costs Co. Memorandum J F O� ESL .X836 To: Brad Sanderson, EEI "l ��.--.....___ From: Laura Schraw, Interim Director of Parks and Recreation � ''9 co CC: Krysti Barksdale-Noble, Community Development Director Mgr K �0 Bart Olson, City Administrator Date: November 4, 2011 Subject: Kennedy Road Shared-Use Path ITEP Grant Award The 2.72 mile trail connection along Kennedy Road from north of the Burlington Northern Santa Fe tracks to Route 47 is a primary connection for the Yorkville trail system. This link will connect residents between two elementary schools(Autumn Creek and Grande Reserve), commercial shopping,the Post Office, 5 city parks including our regional ballfields at Steven G. Bridge Park and future Disc Golf Course,the Oswego Park and Ride,the REC Center,and ultimately downtown Yorkville. This project also includes a signalized railroad crossing for the BNSF railroad tracks that will allow people to safely cross the tracks.The path will directly connect 618 Yorkville homeowners(build out number of 179 1)to the heart of Yorkville. The overall project cost estimate is$1,744,600.00 with construction and engineering costs of $1,716,600.00 plus $28,000.00 in land acquisition costs.The federal share(80%project+50% acquisition) is$1,387,280.00 and the City's share(20%project+50%acquisition)is$357,320.00. Of the City's share, if an IDNR Recreational Trail Grant is applied for and received,the$357,320.00- $14,000.00(50%acquisition)totaling$343,320.00 would be a 50150 match and the City's share for engineering and construction could potentially be reduced to a total of$171,660.00. The Village of Oswego was awarded a CMAQ grant for Mill Road,which is the missing link between Yorkville's Blackberry Creek Trail in Grande Reserve and the greater trail system in Illinois. Oswego has been fast-tracking this project and has already submitted plans to IDOT for approval. Ultimately,the Kennedy Road trail would connect Yorkville to the Fox River Trail (total 46.2 miles),the Virgil Gilman Trail (17.2 miles)and the Illinois Prairie Path(61.0 miles) in addition to a number of shorter area trail systems. map praouc-a uy—.-o,.rry or ronrvwe bw ! i ,- p 1� _ ♦ � _ , – ) - Oswego Trail Data provided by Oswego land Park District iL__,l Village of Oswego - `� Grande Reserve ,! Mill Road CMAQ Grant 1 r e i I ` - Park A - � Regional � I I `, / i , � _ Ballfields i,=' ► ; �._i Disc Golf , Course . F 4 Grande Reserve _ ITEP Kennedy I t pp� g - Kenne i Elementary/S a -n I - Road Project `' Stones Park 46.2 Miles of Fox River Trail I Autumn Creek Park .,• �, ._� Grande Reserve \_ .� 1 �.\ \ ef 00 / �,.�•" �� 1 Kam' _ - ..�+� Blackberry . • � �� t s .i.. Creek Trail -. Reimhenscnieder I ; {r 1 i- Y'— Park -- ...._ - - - f`' Autumn Creek `T- =-, ^k -� Legend Oswego Trails HOMEOWNERS ASSOCIATION, EXISTING N �-------- -•— HOMEOWNERS ASSOCIATION, FUTURE Autumn Creek MUNICIPAL, EXISTING Elementrary IDOT Rte MUNICIPAL, FUTURE 47 Project .. -- ---'_ I � OSWEGOLAND PARK DISTRICT, EXISTING E�� r ? I t ♦ ',. I f ,•_ — OSWEGOLAND PARK DISTRICT, FUTURE Yorkville or �i �� 1 � I �� --- I _� x•-- Y Trails L Ilk Secured By City 4 i Kennedy Road ' ! ; — City Owned/Maintained Asphalt Shared Use Path °,/�- f. r �. \ - - - County Trail — .,,. ,•-- ��- �, — j I-� — — - In Developer PUD Agreement .r .-- _ I f! ,�' Ir i 1 Proposed Conceptual HOA Owned 1 _i � r'� f � L• I Engineering Enterprises, Inc. DATE OCTOBER 2011 KENNEDY ROAD United City of Yorkville LOCATION MAP CONSULTING ENGINEERS 800 Game Farm Road PROJECT NO. Y01141 BIKE PATH a 52 Wheeler Road Yorkville,IL 60560 Sugar Grove,Illinois 60554 (630)553-4350 PATH: UNITED CITY OF YORKVILLE (630)466-6700/www.eeiweb.con http✓/www•Yorkville.il.us H7GISIPUBLICIYORKVlLLE12011 NO 1141 KENDALL COUNTY,ILLINOIS nln nnrF aFVrcrnnlc FILE vn„..row..c uvn NORTH `,`*-D C/i` Reviewed By: Agenda Item Number h: O J ,- ,� -� Legal El NB #4 EST. 1836 Finance ❑ !: Engineer ■ ��-- Tracking Number o� City Administrator ❑ °°°,nY�a O Consultant ❑ K.nUl PW 2011-66 O°q ` �kE �'"� ❑ Agenda Item Summary Memo Title: Autumn Creek Bond Reduction Meeting and Date: Public Works—November 15 2011 Synopsis: Discussion Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: See attached staff memo. 0\ Memorandum To: Bart Olson, City Administrator EST. ^18361 From: Brad Sanderson EEI o i l,. CC: Krysti Barksdale-Noble, Community Dev. Dir. —j— Eric Dhuse,Director of Public Works 4 K. Lisa Pickering, Deputy City Clerk Date: November 10, 2011 Subject: Autumn Creek—Bond Reductions Earlier this year, Pulte had discovered that they were "double bonded" for their performance guarantees for the public improvements within the Autumn Creek Subdivision. In addition to the SSA Public Improvement funds, they had also provided conventional bonding covering the same public improvements. Accordingly, they have requested that the City review the current guarantees and reduce the conventional bonds where appropriate. The Autumn Creek Annexation Agreement states that conventional bonding is not required for work guaranteed by the SSA Bonds, therefore their request is appropriate. Also, please note that not all of the public improvements were covered by the SSA Bonds and the SSA Bond money allocated for some specific line items have been expended, therefore conventional bonding will still be required. Our recommendations are as follows (see attachments for detail): Safeco Insurance Company of America Bond#6346371 Current Balance $508,142.02 Proposed Balance $316,959.54 Reduction $191,182.48 Fidelity&Deposit Company' Bond#08824717 Current Balance $2,246,510.48 Proposed Balance $946,396.58 Reduction $1,300,113.90 Safeco Insurance Company of America;Bond#6414740 Current Balance $411,773.45 Proposed Balance $317,303.84 Reduction $94,469.61 Bond Safeguard Insurance Co• Bond#5030622 Current Balance $671,499.29 Proposed Balance $321,200.38 Reduction $350,298.90 In addition, to confirm the performance guarantee amounts,we offer the following summary: Value of Remaining Work in Phase 1 $750,964.45 Value of Remaining Work in Phase 2 $526,594.98 110% of Remaining Work $1,352,655.88 Value of Work Completed in Phase 1 $8,124,895.28 Value of Work Completed in Phase 2 $2,099,560.76 15% of Completed Work $1,533,668.41 Total Minimum Guarantee Required $2,886,324.29 Total Proposed Conventional Bonding $2,093,042.82 SSA Improvement Fund Balance $3,056,700.92 (Per Finance) Therefore, the total conventional bond and SSA bond values remaining after the reductions are adequate to cover the minimum requirements. If you have any questions or require additional information,please call. United City of Yorkville 1-Nov-11 Letter of CredWBond Reduction Subdivision Autumn Creek Phase 1(Earthwork) Reduction No. 3 Date of original bod/LOC Oct-05 Bard/l OC No. Safeco Insurance Company of America;Bond 1f8346371 ENR-CC Index for date of original bordlLOC. 7563 Current ENR-CC Index: 9027 1 2 3 4 5 6 7 8 9 10 11 Available Value of Value of SSA Bond SSA Bond SSA Bond Initial Conventional Cunen Conventional Current Conventional Conventional Item AMroved EOPC SSA bonding' Completed Wore Remainina Work Disbursements" Balance Value Required B4ndina Provided Bond Amount 8ondinp Required Bond Reduction Earthwork $1,457,728.00 $390,844.00 $1,408,364.00 $49,364.00 $390,84400 $0.00 - $1.646,400.80 $380.440,89 $316,959.54 $63,481.35 Erosion Control $203,848.50 $307,592.00 $203,848.50 $0.00 $203,848.50 $103,743.50 $30,577.28 $181,333.35 $70,933.46 $0.00 $70,933.46 Regional Storm Sewer $250.662.00 $2.545.927.00 $250.662.00 $0.00 $250.662.00 $2,295,265.00 $37,599.30 5275.728.50 $56.767.67 I= 556.767.67 Totals $1,912,238,50 $3,244,363.00 $1,862,874.50 $49,36400 $845,354.50 $68,176.58 $2,103,462.65 $508,142.02 $316,959.54 $191,182.48 Subdivision Autumn Creek Phase 1(Sitework) Date of original t»nd/LOC: Oct-05 Reduction No. 3 ENR-CC Index for date of original bord/LOC: 7563 Bond/LOC No. Fidelity&Deposit Company,Bond f108824717 Current ENR-CC Index: 9027 1 2 3 4 5 6 7 9 9 10 11 Available Value of Value of SSA Bond SSA Bond SSA Bond Initial Conventional Current Conventional Current Conventional Conventional !ffi Awrored EOPC SSA bone ing• Completed Work Remainirg Wark Disbursements Balance Value Required Bondlrg Provided Bond Amount Bordlno Required Bond Reduction Roadways: Asphalt Binder $281,986.90 $1,540,596.00 $281,98690 $0.00 $281,986.90 $1,258,609.10 $42298.04 $310,185.59 $63,861.85 $0.00 $63,861.85 Surface $174,869.50 $297,161.00 $0.00 $174,869.50 $0.00 $297,161.00 $192,358.45 $192,356.45 $217,815.77 $0.00 $217,815.77 Undercut/stabilization $0.00 $253,045.00 $214,713,58 $0.00 $214,713.58 $38,331.42 $32,207.04 $0.00 $0.00 $0.00 $0.00 Crab 8 Gutter $263,608.00 $409,275.00 $263,608.00 $0.00 $263,608.00 $145,667.00 $39,541.20 $289,968 W $59,699.56 $000 $59,699.56 Other Roadway $866,493.85 $0.00 $666,49385 $000 $0.00 $0.00 - $733,143.24 $150,941.51 $119,326.46 $31,615.06 Sidewalks $623.768.00 $88,290.00 $447,666.00 $176,102.00 $88.290.00 $0.00 - W95.144.80 $320,734.31 $311,358.21 $9,376.10 Storm Sewer(1) $1,379,715.80 82,295,265.0 $1,379,715 80 $000 $1,379,715.80 $915,549.20 $206,957.37 $1,517,687.38 $315,492.37 $0.00 $315,49237 Waternain(2) $1,245,979.50 $1,670,537.00 $1,245,979.50 $0.00 $1,245.979.50 $424,557.50 $186,686.93 $1,370,57745 $282,178.19 $0.00 $282,178.19 Son"(3) $1,167,812.20 $1,615.071.00 $1,167,81220 $0.00 $1,167,812.20 $447,25880 $175,171.83 $1,284,59342 $264,475.57 $0.00 $264,475.57 Miscellaneous(4) $253,386.00 $239,782.00 $248,38600 $4,970.00 $174.37741 $65,404.59 $42,72490 $278,724.60 $62,480.17 $0.00 $62.480.17 Landscaping $691.317 90 $345.658.95 $345.658.95 $0.00 $0.00 - $760.449.69 $508.831.18 $515.711.91 56.680.73 Total $6,748,937.65 $8,409,022.00 $6,262,02078 $701600.45 $4,816,483.39 $918,153.75 $7,423,831.42 $2,246,510.48 $946,396.58 $1,300,113.90 SSA banding applied to as many phases as possible starting with Phase 1 until all funds are spent "Assumed to be equal to value of completed work for Phase 1 or total SSA bonding available,whichever is less (1)Excludes regional storm sewer,which is covered by a separate bond (2)Exdudes otfsite watermain through Grande Reserve,which will be covered by the warranty bond (3)Excludes sanitary sewer through Harriman property,which was covered by a separate bond (4)Induces trails,streetlights,3ignege,striping,utility sleeves&mosquito abatement United City of Yorkville 1-Nov-11 Letter of Credit/Bond Reduction Subdivision: Autumn Creek Phase 2(Earthwork) Date of original bond/LOC: Sep-07 Reduction No. 2 ENR-CC Index for date of original bond/LOC W60 Bond/LOC No. Safeco Insurance Company of America;Bond#6414740 Current ENRCC Index 9027 1 2 3 4 5 a 7 B 9 10 11 It= Available Value of Value of SSA Bond SSA Bond SSA Bond IntIlai Conventional Current Conventional Current Corwentlonal Conventional Approved EOPC SSA bondlna' Completed Work Remaln6ro Work Disbursamente" Elitlence Vaka ReaWred Bonding Pmv,ded Bond Amount BQnfta Reatilred Bond Reduction Earthwork $1.048,304.54 50.00 $1,015,917.54 $30,387.00 $0.00 $0.00 $1,150.934.99 $282,408.87 $208,364.84 $54,044.03 Erosion Control $113,471.25 $73,166.23 $29,126.25 $84,345.00 $34,728.74 $38,439.49 $124,818.38 $120.399.02 $108,939.00 $11,480.02 Regional Storm Sewer 547.308.45 $915.549.20 $18,506.69 $28.801.76 $18.508.69 $897,042.51 334.457.94 $52.039.30 328.965.56 $0.00 $28.965.58 Totals $1,207,084.24 $988,715.43 $1,083,550.48 $143,533.76 $53,233.43 $935,462.00 534,457.94 $1.327,792.68 $411,773.45 $317,303.84 $94,469.61 SubdtvlsW: Aubrmn Creek Phase 2(SRework) Date of original bondlLOC: Sep-07 Reduction No. 2 ENRCC Index for date of original badILOC: 8050 Bond/LOC No. Bond Safeguard Insurance Co,Bond#5030822 Current ENRCC Index: 9027 1 2 3 4 5 6 7 B 9 10 11 Ava'Jeble Value of Value of SSA Bond SSA Band SSA Bond Initial Conventional Current Conventional Curler#Conventional Comren8onal Approved EOPC SSA bwW6l2g' Completed Wodc Remeintna Wont Dia te" Basra a Value Required Borid1no Provided Bond Amount Banding Reaulned Bond Reduction Roadways: Asphalt Binder $135,621.55 $1,258609.10 $135,821.55 $0.00 $828717.80 $431,891.30 $20,343.23 $149,183.71 $28,858.22 $0.00 $28,856.22 Surface $58,948.65 $104,804.55 $0.00 $58,948.65 $0.00 $104,804.55 $82,643.52 $62,643.52 11568,643.36 $0.00 566,643.36 Undercut/stablltzetion $0.00 $38,331.42 $0.00 $0.00 $0.00 $38,331.42 $0.00 $0.00 $0.00 $0.00 Curb$Gutter $53,040.00 $145,667.00 $53,040.00 $0.00 $42,683.60 $102,983.40 $7,958.00 558,344.00 $11,285.33 $0.00 $11,285.33 Other Roadway $166.962.20 $0.00 $181,346.20 $5,616.00 $0.00 $0.00 $183,658.42 $40,901.71 $34.066.59 $6,835.12 Sidewalks $160,752.00 $0.00 $69,123.36 $91,628.64 $0.00 $0.00 $176,827.20 $121,934.53 $124,651.10 -52,716.58 Storm Sewer(1) $363,148.55 $897,042.51 $302,835.50 $60,312.95 $529,36238 $387,680.15 $111,769.59 $399,463.41 $143,950.42 $0.00 $143,950.42 Watermain(2) $152,363.50 $424,557.50 $142,418.50 $9,945.00 $455,803.79 -$31,248.29 $31302.28 $167,599.85 $41.940.41 $0.00 $41,940.41 Sanitary(3) $179,476.25 $447,258.80 $149,701.25 $29,77500 5195,243.95 $252,014.85 $55,20749 $197,423.88 $70579,94 $0.00 $70,579.94 Miscellaneous(4) $44,500.00 $0.00 $8,000.00 $38,500.00 $0.08 $0.00 $48,950.00 $46,330.71 $48,499.10 -$2,168.39 Landscaping $108.158.60 2QM $15.923.62 $90,234.98 $0.00 $0.00 $116.77468 $9@.076.08 8113.983.59 -$14.908.93 Total $1,418,971.50 $3,316,270.88 $1,036,010.28 $382,961.22 $2,049,811.50 $1,266,459.38 $290,222.30 $1,560,868.65 $671.499.29 $321,200.38 $350,298.90 SSA bonding applied to as many phases as possible starting With Phase 1 until all funds are spent Assumed to be equal to total SSA bond disbursement to-date minus Phase 1 disbursement (1)Excludes regional storm sewer,which is covered by a separate bad (2)Excludes offsite watermam through Grande Reserve,which will be covered by the warranty bond (3)Excludes sanitary sewer through Hamman property,which was covered by a separate bond (4)Includes frail$.stnmUlghts,signaW,.b4mtg,WHY sleeves 8 mosquito abatement L . o . c � � LETTER OF CREDIT REDUCTION#2 AUTIUMN CREEK ,. SEC Group, Inc. PREPARED BY SEC GOUP INC. .: NUMBER:PULT401)24AS-3 ErVkmeft SurvI Flaming-LanI ArchReI PHASE I MASS OWING LOC Reductim Request#2 DATE:60109 tT.'.:,r7•�r..2d tll�g.p CT:iiljtj,y'1Sd.}.rs �",��' t.�ii..77q.Yi' .I.L 317;73• •' T . ACRE 13.819 21.411 � � wit cLI_rte.:, : ice ffm:l�.J['�ne.r:z,: 4�E�am 4a E � 3I•_IC4 ' ' tai-7�E1] EtJT IF7iii3 �. i�3i7 E Fd]sir' L� [ '0 FOOT E �'= 111I�®�w�k�l1L;.L'S::a,»::1��Flit Y,t 7Fit1G`•'t• '.L'l�] _ i;;A✓♦ isfi[d•:I� "..0Tfry 1�,L•1T•C✓•;-'i� �';y'TI,t�,Yifl.7.'duz3li�MMAMNU MYRON 1926 s �,' 3E�IF�IT]F� �IZ•I; rrc �fiali]?F :]�F :J �¢, �liL% �[ _ C�' ] 8 FWT 3205 IS 914111111.80 00%1.7411 61.001 6 T' f_ �3' : 7 Chi. AO l 1"71 E mac,rtr.r z Z3 =i3I ��y� � a�k C1["]I it E A S T t^ r3 lrn=u �i• i' d�ir i�! !b F7 CsE'Fi. a 43 it FEZ'7 [ L F 7 E�a.4 0.10 x-10ca 11 �j�]E� Ki�16��10 10 ZINVIII —.1 ITOTAL OF e r XNED OF - • . BOND 110%RETAINED OF REMAINING COSTS _!�&I • _: 1pl LP.C. 1. 15%RETAINED FOR . OF ■ TOTAL 2. APPROVED BOND LET`TER OF CREDIT AMOLWT FROM CITY OF YORKVILLE . OF CO—C TO BE `ti• L _ o . � . � 2 LETTER OF CREDIT REDUCTION S2 AUTUMN CREW SUBOMSION•MUM"allM 1S PREPARED W SEC CROUP W. SEC Group, Inc. JOB HUMBER:PULT-B-lM4.fW PHASE I SITE Engw*edrYg.617rvav$nq•Plaanmg.LendlzDepe A7ch ieclsae LOC RadIrCDDt1 Runt 02 Tg;01AMM bA:tTi t7vitraR'n - -- � _ � t a r.Da G 41 ftrw d 100m,wilm,rf'ti ! t / 2 i0P•. t _ _ 1 - FED 050 .9 7 1 _ rtY IOrj 9 1 i "VLI tVAO 91 S < t TP; 116331 N f f 0 7A. U W]lf lDibvEW�YxI 10 321110 1344 1 6. f !E COUR% CWEFWQ.,CAAk lly"Ot I cm DREWO rwit 425 J3.a7i 1 31milm, WO / UL I [ C7AS I O _ y o I PfO 1 1 .75 1 1Q Pli f rm ]ItiDV7 C r s 3 4 i3 tl7 t - fil J 1 4 t 1411 _ { Nlt,T CL I.9s- -- 30 YD 3 h. a oifi. tl1 R 1 f Y C; M D M1dE CR ;.b. GM'. 2 f H. YD 3. 1 a + 0 !r 1 l Y t` IR FA. OOA ! tiO 7 11 43176. .Op ;3 a F90 h GRAM MVAY YD 3 0 1 :aaIPY i n.14 ro 33. 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PREPARED UAM , GROUP •Sufvo*g•Planting•Landscape Aichhecluro PHASE 1 arts LOG R/IhMbn Ragltast OR DATE:05101I0! alwymmm Mli C U O UfAI A A T CLtb'LEI! t1AIA 37 C TRIlC _ %PR aA m f 17/.N 1 4 b0 00 x 10x1 2 3 410." t 40 YD t 0 a 1 r 7.00 1 . 61.171.40 f 1 026 f »SUM 12Z,6 It 7Q 5 + 0 r T M4 W6 007 3 10 2• /0 100•' 2. { 0 P ISEY7 AS,�S' S 4 1 A 1. 1 7L f ,�I1.70 1 H T 15' F 00 1 /R t la iAL 100,3 1 la 39.3/1,00 2 raj.S, t fo0!> ax x9.011018 HoP _PEaFSSOF!! s 795 f 4. t PE/tF ST O •0 7 f 4T-lL4fj 12m t,afa 1 ( 7;7 F E RFSTOmRFMf6fi- v 0 1.495 1.4V 3036, Fwf T 1 tOl t n R ! cat 1 N a T $FAVt9.WSS A.TYPE 1 ID- tv 4a t n(/a•. IpOt: (Da L1LtIM.eO 5A 07 x040 J tl 0.N WNEM-MA 534, -1,ti- ; kii f 7 -.ad 5 +.rag f ! _ctAst a T ]_ � FOOT i f. iTf.N $00% 1 -w M t f4;IFt'9 ��lUSS 1�� .. i x{9a tOp.: 0t 10 7p/RI wEra. 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S A 3 We4l[SEa E YARQ4i -�� t 00 f 19600. 9 1 f a PrnT o .ao 611 i a S a ar sa / P '{ 1FX7EHSICN Ctl YO 3 200 ${v 1 __ 14 VI E FY30 f 1.70 8a.46 1 )"' a f L� Soli t,10 t'•L'!f;/)V k_U�. i 1,.�;.i:�?;%16T!i-'� 1 -60.:Y0. 'S.f P_1T�� PHASE I full Ise A L K cuw+arrv.-"rw:?b tag uc y ��`r+iSa1L--`...iii F'1:i.�i I i ii�Lti'.a�tr•T'T=•a:��ii��,L7•tr:aliatf��t i'iv:ntb� fJi•.T..3!:11'� [IU---- I_7 SUPREME-. MismomoLoulu1f7�3 ] '7� g3 4i�;Tr 9L iT il• 01;:39'• 3u -w..1 a. "�EiFiiKf'Y7 'cl E7t:'a' '] �7T7 47t1C�.-1 fi['.SitY3ZL,..1�:''u� T• .1i,fi i'':�Cli_i'rl Fail[�F�AuZ7 :�7[StJ[ ef_C7[. •JL 'ir �"�ti,.i Ieu.?3..a"u� 4.1 •'..lLr...9U :.1 [ MEMORIES MINIMUM@ lColoolow among L5L1 .:i✓i4Z1.1r?�i. ..`a,ti:rrrLr::•.1::A1.5,2.L:.ao. a»i. r:z yr'T.SI;•:i:1/�-71�E •�•t'�IFEE3A .�.31 JET ••^.t.at3f:I:i:(`u3,:L�. t•�<!— I�:L7�51'u��`� �li:"1��i`IiT•L•.5'i�;r7•'}nl'1�[:SLr�[•I'.1.3i�•i•ST7aT��{rl'.I J■S:3i�.[:f'Ufll�f� . .•.. _ IE.•'_ F _ E _ fExrn►•Tn+its_ y i ,;+t r e L ^. Ems' E T]mmmmmm�,E •E •)[_ F ]IL [ f�� UNIONISM # i3 TETf�7^.CL� .r�•LL�rYq=[['° (mu$-r-7100 . F am•TssT.t r tt:-�E7 r.. [lAttt� IlM.t14z}a-.aRqu •+7E IMMERSION #LE:4�i7t;yl. rl�rF E lili lEt�; tt12' QEES9 1 a 0 0[RIi- MRn-UtINIMM.a.1MINIIL log ttn■ �3'r��r7<rf,l �• �S'F7i ��.f"77 s •- 1 .. EF��A.7�l�'�E�TI � ac�j r' EEl�2�� FE�idI�JC[LI �C��I7 I� i in aacafLIIjEi. [y" L r51:• ME OW 1ong3 7. MEM Soon! IS Fs<9..l�E<:Tlil[✓.:..5�t•:rr r�LL}a■i•(•]/!+L:.;T>♦ �,;:7'm■mf�i ri..w�..a�rx r_,;-•t<aa.;.,:,.,mrrm:�:tsua� M 1'.'-� EmmmmmktT T{r_sLIA Wtd CREDIT AMOUW(PER RiEMXTION NI ON 11127JO71 • _ k, L . o� L , - 3 REDUCTION TO LETTER OF CREDIT#1 JOB NAME:AUTUMN CREEK BIOm1101S10N(PHASE 2 SITE GRADING) JOB NUMBER:040024A3 LOCATKUI:UIBTEO CITY OF YORIWILLE DATE:00100109 ENOB(EFJNB OPMN OF PROBABLE CONSTRUCTKNI COSTS CALC BY:KJS PREPARED BY SMITH ENGINEERING CONSULTANTS,INC. CHK BY:PJH SITE GRADING IMPROVEMENTS FOR PHASE 2 _ PERCENT QUANTITY TOTAL TOTAL PAY ITEM - UNIT ,I UNIT COST�U AMTITY ' TOTAL COST � COMPLETE COMPLETE COMPLETE REMAINING kFME &R.O.W. 2 000.00 19.85 s �700.00 0.00% 0 3 s 39 700.00 LANKET YD. $ 1.00 34 865 0.00% 0 34 085.00 NKET 0350 SO YD i 6. 1 0. 0 s s 9 760A0 PSOIL STRIP CUYD 1.77 128.102 s 220,74034 10000% 128102 S 74054 FI L CU.YD. i 3.01) 059 i ql*15%77&�M 77.00 100.00% S 789.177. s SRE TOP9pL RESPREAD CU.YD S 3.50 8 0 0.00% 0 $ $ 30 .00 SILT FENCE FOOT s 1.55 1 S 5 100,00% 14276 S 1 .25 OONSTRUCiK)NENTRANCE EACH 6 5.60000 213 0 1ooao% 2 S 7000.00 s Tafal f Buts Ta.I a 114,732 00 &7RM STORM SEINERIMPR[3YEME NTS fOA PW15E 2 OR BASINS ONL� Pi�RCENT QUANTITY TOTAL � TOTAL P!YITEM LIT UNIT UNITC03T I QUANTITY 'TOTAL�COST COMPLETE � COMPLETE COMPETE I RE4MNING S TYPE 12' 1i 18.25 1 30.25 100. 113 E 3 FOOT 23.00 105 s 2 65.00 33.80% 8.153.04 16111.96 TYPE 21• FOOT 26. 180 i 320 0.00% -02:s, 8 3.20 D EIID 12' !GRATE EACH 0.00 100.00% 1 CONCRETE BARED END SF 1 TE SWIX)1 3 .00% 3 TYPE A&Ir .TYPE 1, EACH ✓.00 3 $IIb-7017181 i 47.300AS Bu -Taal•I S 2000170 TOTAL Is 1,20TA0424 TOTAL REMAINING- IS 143 SU,78 T&A-L APPROVED LETTER OF CRjEQIT AMOUNT IS 1,327,792.66 f5%RETAINED OF APPROVED BOND AMOUNT= $199,168.90 110%RETAINED OF REMAINING COSTS a $157.697.14 TOT.. : I$,=ION 04 BOINp'1 LO.C:1114��l. NOTE: 1.15%RETAINED FOR COMPLETED REMS.110%OF UNCOMPLETED REM& 2.APPROVED BOND LETTER OF CREW AMOUNT FROM CRY OF YORKVLLE TOTAL AMOUNT OF BOND TO BE REDUCED= $ 970,736.63 040024.05•AC Ph 9-LOC aeductm-OPC-Grading-060809 xis L , o. �. � � REDUCTION TO LETTER OF CmrT V JOB NAME:AUTUMN SM&OWWW PRASE 018010OL) SEC Group, Inc. LOCATIOM UNITED CITY OF YORKaLE SEC JOB KO..PULT-04DW09 rl EngWmffing a SunnwbV•Planring•Landumpe A"NbPetwo DATE;SVGL2= CALC BY:XA CHK BY:PJ" REDUCTION TO LETTER OF CXMT#1 AUTUMN CREEK SUSOMMON.PHASE U(S=W01L) PERCO" TOTAL TOTAL UNTS UPUTCOST allANInT T-- COMPLETE COMPLETE COMPLETE REMAYWO a Ramp 5. 100% 02 - 3 1000 5304 POT ---113� -- KrWffNrAOM;,C A---lik S.3" 40 S _�Jkgq -G-W . f V,1621 IM 3�659162334 _J9 ET S _Goo 26 s 43% __1,200 4" Lsla.ma. ILO — as i—Pffl Pm" so 1- -fe-5F s '&P-RVWOECLIA�-.— 300 S U PH r"An Vol COAT 10% 2-3- 760 .14 2BAW.79 100% __f 1109 --to YO fam'sp.—0% 0 OAT-9�COUF lLr @kPE-kqV- .W-—--- 6 9N��,OR sq YO IW% --Us ii 617_25 Aff-mm- 8 175 11 S Im .. 3qjI 11— MOffA�OEIMMW.Y. --, 's V" 100% 3811 3 2,708.25 $ SO,yq 3 75 3.011 Ir TAWS-0-R-AWR—OVED lf&Mi i f! MVE s 150 1.587 1 is &3m�w scawjtm_eom� EGLI.RexTuma'o- so YO 6W,$jA a M. 80 YD -S GOB 8.30 31ACSAO .WISP q"M inso j00% 6" —OREOVAL -YO it 12,73125.J_ lie YO .75 7273 100% ---779�s I so I I :ri' 8.45925 IOD'A 673JR41491 Iftlel" 04=4 WtOC REOWTION-Aubffln Cr"k Pha"fl(30400L}OPC.060605■k P."9 cd 4 REDUCTION TOLETTER OF CREDIT#I JOB NAME:AUTUMN CREW SUBDNtSM-FK&W■tSCMMI SEC Group, Inc. LOCATION:UNITED CITY OF YORMLE SEC J09 HM:PULT441MM Engineering•Surveying•Plarding Landscape Architecture DATE:OUSWM CALL By.KJO CWK By,PJH _7Rsawm MWITITY TOTAL TOTAL za sm"WINNXIM UNT COST CKUMMTY COST COMPLETE gem T8 COMPLETE, REMAMNS W I(kZ I— oo- 3"A D_q%-. NO 60000 RIL 1 3 3 At i70&_Aw_70Q 4 20 lir FOI?T 2?20 S05's I%Amft lw%. s 209 If Imm" FOOT L2. - . -0�L -jop% IL15625 As.is- 502 S IMR-M fAIL147 A_ NOT 302 10 1 _A, E FOOT S. 1 100% A0_9 A.TYPE L w FOOT 2310L sm Is___ I J U 02 _ZY30 m $ 211 A.TYPE 2.2T FOOT 3121 21 A,TYP 6 A_?jE__ 14.1 1 5 2t A!!A TVPe Z 2r 4jjk 3" 39@ FOOT 100% gAjjA.TYPE2..9t Foot s M-10- 36 21 2]1 q2 34. s i-14V 09 1? 100% 216 `2+IF— s 90000 00 1 218 a CHIML am mo 00 2rW LCT% 1, A 1 1,400W 3 VW TE I IA" 221 EACH limm I i A-MMIQ EACH 19.6L?I go IJI I it i ? I _M_..- 6 io A.,___ 41JOLOO 19M 1 2,540 Gq 2600 EACH 100% 2 225. EACM ;470"000' FARMC PWA 28 2 M%§T"IAWWa&ffMMffW PnfflL - I MR 6 0 s 2AMOD 25! 170 3 327 1 3 93moo LaTwwwAL iw - - JIO i OW2009 040024 09•LOC REDUCTIOMAUk m CM0 PM"918CHOOLFOPC-0 Jft P.P 20 4 REDUCTION TO LETTER OF CREDIT#I JOB WME:AUTUMN CREEK&UBOlVWOX-PKASE I(SCHOOL) SEC Group, Inc. LOCATION:UNITEOCITYCF YORKVILLE SEC JOB IM,PULT44=4n rl Engineering-SUrvirying•Planning Landscape Architecture DATE,96=200! CALC BY:KA CmK BY.,PJN PERCENT QUANTITY TOTAL TOTAL C-qqwx&-"mg!2my ROAN Uws- cowtvE MKITE com"TE REMAINING U 'FIT 0% SQ. so YD A,TV_ 2.Ilr PA -- -- -- MWOR 07 0 S AX-Lm 31% -3ff T ILM 10 S I "M% T So --1003 3041STchwsm SLUSA.TYPE2�21' FWT-- SL----317M — I9q .-Pill.7i 0% 'S I 305 is rso inc -TYPE&OPIAMETER I irjo 00 TV EACH i f ILW—w 24 2.72009 FOOT 1701:: 1202H 0% a S f 7.043A0 s.4AVIA MADICONST190 FaRow QUAIITITY TOTAL TOM I'm UNITS I UNITCOST GUJUf"Tv COST COMPLETE COMP"TE COMPLETE REMAIN!" 4 0j:!!SF $ I S IMS-HiMATWIMAM $ 2.11000 8 403-18-INCH WATER A&W Four 1- 2850 1021 A.—Am 5 20,30360 -S.- 404 FIRE FWT s -6"3 DO m jw% 5 59xo - 3 3MOO 111.2mm 4 05: _71-5-BILW 100% 5 "9 fr`�%TL&Q VALVE 13OX FACH 6 .1.125ag •4 1007 -j-0t:SLOLA VALVEVAUkTAND IS- 2 :L MACIlky WATER SERVICE"CLUb—INSTMACH L 0 EACH 5 CM. 4.97 1 WNGEE 9 4wl ggg EACH S I.M 00 9__ &moo Iw% 925.00 S WATER SP lR-W,-E-MjRlN_GTREN0 PAW&L PIORT) 76500 13 1 A AM 01i 4 4 5 &Omm 4 A Iffil OF iz- --:,E =-R---'=- i .0 9 I— ILSIM gr-'"W9 040024 M•CC REDUCTONAWAOM CMdk Pf NW.H00L)40PC.060=sft Pg.'A.(4 REDUCTNM TO LETTER OF CREDIT 0 SEC Group, Inc. ms NAME.-AUTUMN CREEK SUB.UNITED Crff-PRA811248CHOOL) LLE LOCATgN;LNNRlO CITY OF YORILVR.LE rl SEC JOB NO.PMT-040024AS FrLg;nsering•Surveying•Planning•Landscape Architecture DATE,06000 CALL BY:WE CNK BY:PJN QUANTITY TOTAL TOTAL Up NInS U COMPLETE COMPLETE COMPLETE REMAINING 3 _ CY _ 10. 1003 --9w f 1900 00 • _.• ..•_ FOOT a Ze 60 4T,7/0.W 116':_ 11660 S 47,Ol0.OD a s0�1,S EANrrARV �tO' DEEPi•-----•- FOOT B. ,�,QO i--- ft iio.o0 'loos - - _ its t Zi,�-0 .i__- --o� TAaY lsr=b-oe€�.— -- wor ... ?! ems �T wogs eon - 303•r ARYMA►aNaES td• DEEP1 I -TRENdI BACKPIII IIQR•TJ _ eAGI s 1'60000 . 's s _ l--% Oi"10,% .- - . 44.4 sgNGIE wuflr -- S•.iMIITAAYSfigY�RLi�ll'IOTRENCHeAC'IfPLL(LMalol EACJI } 2P'J100 H - aL9�0.0� o i' ,i,S 1 sm oD s Ta f f Is PERCENT 9WWMTY__ B - _ COMPLETE tOYRlT! sum isTRE lwlRm F•__ Tr 11 i VESF0-R?4 0aBraC1.iCA5T I£Af:N CR ulj(IPE1NIIITERSECT IMATED) EL= 5 S NCR C�!{3 G 8 �E.R HTE5ECT1O11 MMATED EAt1t'• 5 G 1.6G0.00 •1ll09i-_--5 S 1.49000 _ COMPLETE COMIPL&1E 1 COMPLETE I REMAINING YVEBERB L 13 it LMAWFUTAL 14 1 COST 7J N E.STORM .... jp py qO - —_ _._.-• _.__ i a9.a1406 { 37,fef93 ��1J W �L�f►eI - --- - _ f tsf i_ 9.NSm _SISAMPARYSEWERCI '7RIN �11 BJ'ROVEt�tff - _•- --- _. _ ._ M.W0.00 i 2a�600A0 1J IJV JWNG /05 i 76 Sf APPROM LET-"OF CREDIT NOWNT- I S 1,530 232,T7 15%RETAINED OF APPROVED EIOND AMOUNT $23ZS37.921 110%RETAINED OF REMAINING COST8 21257.34 NOTE, - .l' iA4,-ic:`.•ucO Z1iEW ecwo P 1.NHL RETAINED FOR COMPLETED ITEMS,110%OF UNCOMPLETED ITEMS t-O C AMOUNT)- 2 APPROVED BONN LETTER OF CREW AMOIMT FROM CRY OF YORNVILLE - TOTAL AMOUNT OF L.O.C.TO BE REDUCED- S SH 457.51 4r,IN2W9 040024 09•LOC REDUCT1ON.4du Craw Pt a N(SCNO0LI-0PG)6011IN.a P.D.4 of 4 `Al C/ry Reviewed By: Agenda Item Number 0-� Legal ❑ NB #5 EST. 1836 Finance ❑ �. --- Engineer ❑ Tracking Number s vj City Administrator ❑ Y Consultant El K�ICW°H o El PW 2011-67 Agenda Item Summary Memo Title: Kendall Marketplace Improvements—Payment to Wilkinson Excavating Meeting and Date: Public Works—November 15, 2011 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Engineering Enterprises, November 9, 2011 Mr. Bart Olson City Administrator United City-of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Engineer's Payment Estimate No. 9 Kendall Marketplace Improvements United City of Yorkville Kendall County,Illinois Mr. Olson: 'This is to certify that work in the amount of$61,057.18 for the Kendall Marketplace Improvements is due to Wilkinson Excavating, Inc., 725 East LaSalle Street, Somonauk, IL 60552, in accordance with our engineer's payment estimates referenced above and attached hereto. Also enclosed is a copy of the invoice, certified pay-roll, and waiver of lien submitted to us by Wilkinson Excavating, Inc. If you have any questions or require additional information, please call. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Bradle P. Sanderson P.E. Y Vice President BPS/jam Enclosures PC: Ms. Krysti Barksdale-Noble, Community Development Director Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk Mr. Rob Frederickson, Finance Director JWF,.EEI G:\Public\YorkvilleV011\Y01131-D Kendall Marketplace Improvements0oc0payest0l.doc Road,52 Wheeler r 61 166 • 11 • i 466-6701 fax — www.eeiwart • Pagel of 1 ENGINEER'S PAYMENT ESTIMATE NO.1 FROM: START UP TO NOVEMBER 9,2011 KENDALL MARKETPLACE IMPROVEMENTS PAYABLE TO: WILKINSON EXCAVATING,INC. UNITED CITY OF Y ORKVILLE ADDRESS:725 EAST LASALLE STREET,COMONAUK,IL 60552 KENDALL COUNTY,ILLINOIS COMPLETED QUANTITY COMPLETED TOTAL TOTAL ITEM AWARDED AWARDED ADDED DEDUCTED THIS PAY VALUE THIS COMPLETED COMPLETED NO. ITEMS QUANTITY UNITS VALUE QUANTITY QUANTITY UNITPRICE PERIOD PAYPERIOD QUANTITY VALUES 1 COMBINATION CONCRETE CURB&GUTTER,TYPE 8.6.12 250 FOOT $5,250.00 $21.00 166 $3,528.00 168 $3,526.00 2 HOT-MIX ASPHALT BINDER COURSE,IL-19.0,N50,2.5- 215 TON 16,770.00 $78.00 239 $18,642.00 239 $18,642.00 3 HOT-MIX ASPHALT SURFACE COURSE,MIX"C",N50,1.5- 80 TON 6,800.00 $85.00 74 $6,290.00 74 $6,290.00 4 BITUMINOUS MATERIALS(PRIME COAT) 150 GAL 375.00 $2.50 137 $342.50 137 $342.50 5 HOT-MIX ASPHALT SURFACE REMOVAL,1.5" 935 SY 7,012.50 $7.50 847 $6,352.50 847 $6,352.50 6 AGGREGATE BASE COURSE,TYPE B 1,000 TON 14,000.00 $14.00 415 $5,808.18 415 $5,808.18 7 STONE WEDGE FOR CURB 880 FOOT 1,144.00 $1.30 860 $1,144.00 880 $1,144.00 8 FINE GRADING AGGREGATE BASE 800 SY 1,600.00 $2.00 3,225 $6,450.00 3,225 $6,450.00 9 FINE GRADING LOT 1 L SUM 12,500.00 $12,500.00 1 $12,500.00 1 $12,500.00 10 RESTORATION 5.3 ACRE 20,140.00 $3,800.00 0 $0.00 0 $0.00 11 SANITARY MANHOLES TO BE ADJUSTED 1 EACH 350.00 $350.00 0 $0.00 0 $0.00 12 TOPSOIL FURNISH AND PLACE,4" 1,000 SY 1,100.00 $1.10 0 $0.00 0 $0.00 TOTAL 87,041.50 $61,057.16. $51,057.18 MISCELLANEOUS EXTRAS AND CREDITS VALUE 1 2 3 4 5 TOTAL MISCELLANEOUS EXTRAS AND CREDITS $0.00 TOTAL VALUE OF COMPLETED WORK $61,057.18 DEDUCT RETAINAGE 0% $0.00 MISCELLANEOUS DEBITS BALANCE DUE ON COMPLETED WORK $61,057.18 1 2 3 4 5 6 TOTAL DEBITS $0.00 7 NET AMOUNT DUE $61,057.16 PREPARED BY: -- DATE: C' TITLE: PROJECT ENGINEER APPROVED BY: �. _ DATE: TITLE: PROJECT MA AGEtd R ENGINEERING ENTERPRISES,INC.,44W7 10 U.S.HWY.20,HAMPSHIRE,IWNOIS Wilkinson Excavating,Inc. Invoice 725 East LaSalle Street Sommauk,IL 60552 DATE INVOICE# 11/8/2011 12245 BILL TO JOB DESCRIPTION United City of Yorkville United.City of Yorkville 800 Game Farm Rd. Yorkville IL 60560 TERMS Net 30 Days SERVICED DESCRIPTION QUANTITY UNIT RATE AMOUNT 11/8/2011 Combination curb&gutter 168 LF 21.00 3,528.00 Hot mix asphalt(binder) 239 TN 78.00 18,64200 Hot mix asphalt(surface) 74 TN 85.00 6,290.00 ,Prime 137 GL 2.50 342.50 Hot mix surface removal 847 SY 7.50 6,352.50 Aggregate base 411.87 TN 14.00 5,808.18 Stone wedge 880 TN 1.30 1,144.00 Grade 3,225 SY 2.00 6,450.00 Fine grade lot l LS 12,500.00 12,500.00 If you do not have sufficient funds in your account,a returned check fee of$[25]will be debited from your account. We reserve the right to add 1 1/2%interest on accounts over 30 days old. Total $61,057.18 Balance Due $61,057.18 WAIVER OF LIEN TO DATE STATE OF ILLINOIS Gty# COUNTY OF Escrow# TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been employed by United City of Yorkville to furnish excavation for the premises known as Kendall Market Place Improvements of which United City of Yorkville is the owner. THE undersigned,for and in consideration of sixtyone thousand fifiyseven dollars and 18/100 ($61,057.1.8)Dollars,and other good and valuable considerations,the receipt whereof is hereby acknowledged;do(es) hereby waive and release any and all lien or claim of,or right to,lien,under the statutes of the State of Illinois,relating to.mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds or other considerations due or to become due from the owner,on account of all labor, services,material,fixtures,apparatus or machinery,furnished to this date by the undersigned for the above-described premises, INCLUDING EXTRAS.* DATE November 9,2011 COMPANY NAME Wilkinson Excavating,Inc. ADDRESS 725 E.LaSalle St.Somonauk,Il.60552 e SIGNATURE AND TITLE *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRI T HE CONTRACT CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS COUNTY OF TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME)Jeff Wilkinson BEING DULY SWORN,DEPOSES AND SAYS THAT HE OR SHE IS(POSITION) President OF (COMPANY NAME)Wilkinson Excavating Inc. WHO IS THE CONTRACTOR FURNISHING excavation WORK ON THE BUILDING LOCATED AT Kendall Market Place Improvements OWNED BY United City of Yorkville That the total amount of the contract including extras* is$87,041.50 on which he or she has received payment of $-0-prior to this payment. That all waivers are true,correct and genuine and delivered unconditionally and that there is no claim either legal or equitable to defeat the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor,or both,for said work and all parties having contracts or sub contracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each,and that the items mentioned include all labor and material required to complete said work according to plans and specifications: NAMES AND ADDRESSES WHAT FOR CONTRACT PRICE AMOUNT THIS BALANCE INCLDGEXTRAS* PAID PAYMENT DUE Wilkinson Excavating,Inc. Excavation 87,041.50 -0- 61,057.18 TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE. 87,041.50 -0- 61,057.18 That there are no other contracts for said work outstanding,and that there is nothin due r to become d e to any person for material, labor or other wor f any kind done or to be done upon or in connection with sai . oth r tb abo ,�stated. DATE L. 9 � O I� SIGNATURE: SUBSCRIBED AND SWORN TO BEFORE ME THIS OF a o *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE A )WE ORDERS,BOTH ORAL AND WRM-EN,TO THE CONTRACT. NOTARY PUBLIC f.1722 R5/96 Provided by Chicago Title Insurance Company - OFF1CIALS F----.--..ORI A, WILKINSON !"'rUEI.IC STATE 0 ILG,IAI®13 okjM1$9,wN EXPIRE$10.6.2W3 `,��,D C/ry Reviewed By: Agenda Item Number J� o-�► Legal ❑ NB #6 lad< , , EST. 1 1836 Finance ❑ III` Engineer ❑ LII'-1 City Administrator Tracking Number °°°°aa' �O Consultant ❑ K�CW�ty PW 2011-68 0 El Agenda Item Summary Memo Title: Grande Reserve— Letter of Credit Reduction Request Meeting and Date: PW-November l5, 2011 Synopsis: Request for Letter of Credit Reduction and Amended Annexation Agreement for the Grande Reserve Subdivision North. Council Action Previously Taken: Date of Action: N/A Action Taken: N/A Item Number: N/A Type of Vote Required: Majority Council Action Requested: Vote Submitted by: Krysti J. Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memorandums and supporting documents. •��`° �,,.� Memorandum To: Public Works Committee EST. 1836 From: Krysti J. Barksdale-Noble, Community Development Director O CC: Bart Olson, City Administrator � p Brad Sanderson, EEI Kendal C. CiE '►�"�`� Date: November 9, 2011 Subject: Grande Reserve—Letter of Credit Reduction Request RI Waterman Properties, Inc. (Bank of America), successor owner of the Grande Reserve Subdivision, is currently in negotiations with a buyer for the lots under their ownership within the development. The contract purchaser, Avanti Properties Group based out of Florida, is scheduled to close on the property by the end of the calendar year and Bank of America, through their consultant, has approached the City with a request to release and/or reduce current letters of credit used as security for units located in Grande Reserve North. The requested release/reductions are outlined in the attached report "Grande Reserve North— Letter of Credit Status and Review"prepared by Hearthstone and dated 9/28/2011. Since some of the proposed letter of credit (LOC) reductions/releases exceed the scope of the development's Annexation Agreement (Ord. 2003-44), an amendment to the existing annexation agreement is required. Staff and the City's engineering consultant have reviewed the attached proposal and a detailed analysis with recommendations of the requested LOC reductions, as well as updated punch lists for each unit within Grande Reserve North, has been prepared and attached for your consideration. In general, there are six (6) components to the requested LOC reduction/release as summarized below: 1) Request for LOC reductions for work that has been completed in the past. a. The City has reviewed this request and finds it acceptable. Some of the reductions can be approved administratively, while others will need City Council action. None of these will need inclusion within the annexation agreement amendment, unless the City desires to memorialize the reductions within the preamble of the amended agreement. 2) Request for LOC reductions for work yet to be completed. a. The City has reviewed this request and finds it acceptable. LOCs will be reduced upon completion of the work, either administratively or through City Council action. Additionally, the City has some additional work on park sites that it would like RI Waterman to complete, which would be eligible for further LOC reductions. This work is necessary for us to be able to complete the park site obligations under grant programs. None of these reductions will need inclusion within the annexation agreement amendment, unless the City desires to memorialize the reductions within the preamble of the amended agreement. 3) Request for certain units in the subdivision be approved for final acceptance. a. The City has reviewed this request and finds it acceptable. All units within the development proposed for final acceptance currently have outstanding punchlist items. It is staff's position that these units will be considered for acceptance upon satisfactory completion of the punchlist items. Acceptance of infrastructure requires City Council action, but does not need inclusion within the annexation agreement amendment. 4) Request for outright, complete release of LOCs in areas with uncompleted infrastructure, where no or few homes are built. a. The City has reviewed this request and finds it acceptable, under the following conditions. Specific geographic areas that correspond with the release of the LOCs will be illustrated in the annexation agreement amendment. In these areas, the City will release the LOCs but no dirt, houses, plants, air, water, etc. will be touched in those areas until a new engineer's estimate of probable construction costs is calculated and a new LOC is posted for the entire area. Any infrastructure that is installed in those specific areas (for instance, a sewer line under a farm field that serves adjacent areas) must have a LOC in place, in case that infrastructure fails or needs maintenance. All of these must be accomplished within the annexation agreement amendment, and is similar to the language contained within the Blackberry Woods agreement. S) Request for the City to assume certain, minor infrastructure obligations in exchange for a cash paym en t. a. In general, this is has not been the policy of the City. However, there are certain items of infrastructure that may merit acceptance of cash in lieu of a security instrument. Those instances are detailed in the attached engineer's memorandum. This meeting is the first step in the process for the requested amended annexation agreement related to the proposed Letter of Credit release/reductions. A public hearing is scheduled before the City Council at the November 22, 2011 meeting to consider the recommendations of staff and the Public Works Committee. Representatives from Hearthstone will be present at Tuesday night's meeting on behalf of RI Waterman Properties, Inc (Bank of America) to answer any questions you may have regarding this matter. Bank of America IPI Yourkville Illinois' Grande Reserve North Letter of Credit status and Review 9/28/2011 Prepared By: 171EAR'FliSTONI Bank Of America and United City of Yorkville Grande Reserve North Communi Yorkville, IL Letters of Credit Recommendations • Current Amount of LCs $5,073,201 • Amount of Work Completed: $1,326,395 • Amount of Work Remaining to be completed by B of A: $ 221,723 • Amount to be written as a check to UCOY from B of A for maintenance: $ 80,000 • Obligation to be transferred to current Land Purchaser: $1,768,915 • Eliminate B of A obligation for all Iong term property*: $1,676,168 (* Obligation to be put on future developer by City when work begins) Conclusions It is Bank of America's intent to facilitate the documentation of this proposal through the use of legal counsel so that all of the agreed upon negotiations is quickly documented for all parties. At the written acceptance of the negotiations, Bank of America will complete its agreed upon work quickly with the intent of all work,revised letters of credit, full release to Bank of America, and closing of property to new buyer to occur no later than December 31,2011. Summary of Outstanding LC's This report details each LC, along with photographs and site maps summarizing the status of each lot. Below please find a narrative that describes the summary recommendation for each LC. • LC 1 -S604197 Current Amount-$50,000 This is a houseline Ietter of credit for Units 5, 14, 18, 20, 21,22, 25, 26 &27 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This LC should be replaced by the purchaser/builder as it only relates to home construction. • LC 2-S585960 Current Amount-$31,689 This is for mass grading of Unit 12 which is listed at 100%complete except for erosion control. The letter of credit has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since maintenance responsibility will transfer to the purchaseribuilder, this would become their obligation. • LC 3-S587587 Current Amount-$46,055 This is for outfall storm sewer for Unit 12 which is listed as 100% complete. The LC has already been reduced to 15% of the original amount plus 110% of the remaining work per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 4-S585959 Current Amount$41,688 This is for mass grading of Unit 13 which is listed as 100% complete except for erosion control. The LC has already been reduced to 15% of the original amount per the annexation agreement. Since all of the Confidential: For Discussion Purposes Only Page 12 September 2011 Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville IL work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaserlbuilder this would become their obligation. • LC 5-S587890 Current Amount-$278,746 This is the development bond for Unit 12 to cover the infrastructure construction. The current amount of the LC is$278,746 but 5110,292 of additional work has been completed since the Iast reduction. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $110,000 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt $9,324, transfer the obligation to complete the sidewalk and Iandscaping to the purchaser/builder $129,250 and eliminate $29,880 as remaining guarantee. • LC 6-S594295 Current Amount-S21,000 This is a houseline letter of credit for Unit 12 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This letter of credit should be replaced by the purchaserlbuilder as it only relates to home construction. • LC 7-S587891 Current Amount-$371,870 This is the development bond for Unit 13 to cover the infrastructure construction. The current amount of the LC is $371,870 but $146,796 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $146,796 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$22,086,transfer the obligation to complete the sidewalk and landscaping to the purchaseribuilder$92,272 and eliminate$110,716 as the remaining guarantee. • LC 8-S594168 Current Amount-$31,500 This is a houseline Ietter of credit for Unit 13 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This letter of credit should be replaced by the purchaserlbuilder as it only relates to home construction. • LC 9-S590245 Current Amount-$141.393 This is for mass grading of Units 14, 18, 19 &25. Units 14, 18 & 19 are 100% complete and Unit 25 is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. The letter of credit has already been reduced to 18% of the original amount. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 10-S591707 Current Amount-S226,732 This is the development bond for Unit 14 to cover the infrastructure construction. The current amount of the LC is $226,732 but$81,228 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping Confidential: For Discussion Purposes Only Page 13 September 2011 _Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville,IL which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$81,228 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt $13,018, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$89,071 and eliminate$43,414 as the remaining guarantee. • LC 11 -S590244 Current Amount-$98,430 This is for mass grading of Units 15 &22 which is listed at 100%complete. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation the City this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. • LC 12-S591705 Current Amount-$353,267 This is the development bond for Unit 15 to cover the infrastructure construction. The current amount of the LC is $353,267 but$114,143 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$114,143 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$15,582, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$117,998 and eliminate$105,544 as remaining guarantee. • LC 13-S591366 Current Amount-$33,003 This is a landscaping bond for Unit 19 related to the detention and wetland. There is a punch list that outlines corrections that need to be made. We recommend completing the punch list and posting the remaining amount for maintenance such as mowing and erosion control. • LC 14-S591367 Current Amount-$709,697 This is the development bond for Unit 20 to cover the infrastructure construction. The current amount of the LC is $709,697 but$359,114 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$359,114 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$21,611, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$216,135 and eliminate$112,837 as the remaining guarantee. • LC 15-S598664 Current Amount-$407,405 This is the development bond for Unit 22 to cover the infrastructure construction. The current amount of the LC is $407,405 but$278,162 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future_ We are recommending that the LC first be lowered by$278,162 for the additional work that has been completed and the remainder can be addressed as follows. Complete the final lift of asphalt$10,249, and transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$118,994. • LC 16-S590433 Current Amount-$654,913 This is for mass grading of Units 23, 26 & 27. Unit 23 is 100% complete and Units 26 & 27 are rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion Confidential: For Discussion Purposes Only Page 14 September 2011 Bank Of America and United City of Yorkville Grande Reserve North Community Yorkville, IL control. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a$10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would be their obligation. • LC 17-5594383 Current Amount-$713,702 This is the development bond for Unit 23 to cover the infrastructure construction. The current amount of the LC is $713,702 but $83,472 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by$83,472 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt $96,850, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$217,847 and eliminate$315,533 as the remaining guarantee. • LC 18-S594384 Current Amount-$837,03 This is the development bond for Unit 23 to cover the landscape construction. The current amount of the LC is $837,036 but $152,188 of additional work has been completed. All of the remaining work is for landscaping which will be installed as each home is constructed. We are recommending that the LC first be lowered by$152,188 for the additional work that has been completed and the remainder be transferred to the purchaser/builder$684,848. • LC 19-S590434 Current Amount-$25,075 This is for mass grading for Unit 20 which is 100%complete and Unit 21 which is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City,this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. Confidential: For Discussion Purposes Only Page 15 September 2011 Grande Reserve LOC Summary and Status MAY 11,2011 Eliminate LOC Amount Amount Transfer Issue or Transfer IOC Project Development Current of Completed of Required Obligation to Check to Obligation LOC NUMBER Units Status Amount Work Work Land Purchaser city to Future Builder 5,14,15,18,Z , 1 5604197 21,22,25,26,27 Varies $50,000 $0 $0 $50,000 $0 $0 2 5585960 12 Binder $31,689 $0 $0 $0 $10,000 $21,689 3 5587587 12 Binder $46,055 $0 $0 $0 $10,000 $36,055 4 5585959 13,19 Binder/Landscaped $41,688 $0 $0 $0 $10,000 $31,688 5 5587890 12 Binder $278,746 $110,292 $9,324 $129,250 $0 $29,880 6 5594295 12 Binder $21,000 $0 $0 $21,000 $0 $0 7 5587891 13 Binder $371,870 $146,796 $22,086 $92,272 $0 $110,716 8 5594168 13 Binder $31,500 $0 $0 $31,500 $0 $0 9 5590245 14,18,19,25 Varies $141,393 $0 $0 $0 $10,000 $131,393 10 5591707 14 Binder $226,732 $81,228 $13,018 $89,071 $0 $43,415 11 5590244 15,22 Binder $98,430 $0 $0 $0 $10,000 $88,430 12 5591705 15 Binder $353,267 $114,143 $15,582 $117,998 $0 $105,544 13 5591366 19 Landscaped $33,003 $0 $33,003 $0 $0 $0 14 5591367 20 Binder $709,697 $359,114 $21,611 $216,135 $0 $112,837 15 5598664 22 Binder $407,405 $278,162 $10,249 $118,994 $0 $0 16 5590433 23,26,27 Varies $654,913 $0 $0 $0 $20,000 $634,913 17 5594383 23 Binder $713,702 $84,472 $96,850 $217,847 $0 $314,533 18 5594384 23 Binder $837,036 $152,188 $0 $684,848 $0 $0 19 5590434 20,21 Varies $25,075 $0 $0 $0 $10,000 1 $15,075 *Work product For discussion purposes only, TOTAL $5,073,201 $1,326,395 $221,773 $1,768,915 $80,000 $1,67 ,168 Work Product r Only Grande Reserve LOC Summary and Status 28-Sep-11 1 2 3 4 5 6 7 8 9 LOC LOC LOC LOC LOC LOC LOC LOG LOC 5604197 5585960 S587567 S585959 S587890 S594295 S587891 5594168 S590245 C0121261 C0121259 C0121257 C0121259 C0121257 C0121257 C0121261 C0121261 C0121261 Development Building $50,000 $31,689 $46,055 $41,688 $278,746 $21,000 $371,870 $31,500 $141,393 Unit Status Status 111112010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/9/2010 11/1/2010 11!112010 11/1/2010 1 Binder Course Partial Built 2 Binder Course Partial Built 3 Binder Course No Homes Built 4 Binder Course Partial Built 5 Utilities 5 6 Binder Course Partial Built 7 Utilities 8 Utilities 9 Binder Course No Homes Built 10 Mass Graded 11 Mass Graded 12 Binder Course Partial Built 12 12 12 12 13 Binder Course Partial Built 13 13 93 14 Binder Course Partial Built 14 14 15 Binder Course Partial Built 1s 16 RAW 17 RAW 18 Mass Graded 18 18 19 Planted 19 19 20 Binder Course Partial Built 20 21 Mass Graded 21 22 Binder Course Partial Built 22 23 Planted 24 RAW 25 Mass Graded 25 25 26 Mass Graded 25 27 Mass Graded 27 28 RAW Work Product For Discussion Purposes Oniq 10 11 12 13 14 15 16 17 18 19 LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC TOTAL S591707 S590244 S591705 5591366 S591367 S598664 S590433 S594383 S594384 5590434 C0121261 00121257 C0121257 C0121261 C0121256 C0121257 00121260 C0121260 C0121260 C0121256 $226,732 $98,430 $353,267 $33,003 $709,697 $407,405 $654,913 $713,702 $837,036 $25,075 $5,073,201 Unit 7/10/1998 11/1/2010 7/7/2008 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 11/1/2010 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 15 i5 i5 16 17 18 19 19 20 20 ah 21 21 22 22 22 23 23 23 23 24 25 26 27 27 28 i I i i i -j Work Product For Discussion Pumoses Only Farmed v Mass Graded Paved w/Scattered Homes Paved Vacant Mass Graded w/Utilities . S 4e SYM'Y#tQ� i Jk� ydM� , r N!, - wk SKMVV IA UL 1 A/y I COMM 4 �y 4~�� r�ia(z�i COUP 1 t �' {SAP Ll 2= jr SRI Not IRA r V !�1 Ali r.Z�,var i ,.� PROPOSED 100 FT R.O.W. LOCATION � � f Units Covered By LOC's f d � r w . k Unit 27 Unit 23 �+ I Unit 26 A . + r . Unit 21 J Unit 12 Unit 20 , Unit m k ! , y � r�r � ��; � Unit 18 r �r Unit 13 1tlsli Unit r " 4 Ai Unit 22 SEA le 6101 Op Unit 15 :r:mil%�F{;,- -�Sri%:;i.,; .;•;, 7 ��. �WiF,M!"e� =—* • ilIl' a '%iw rr � kr Owl If "ly� �� r1�a1 • o iod —n ;fyM *�tviall1►�� IVA f5J � # .— llr w•�. <' c, N f R.O.W.PROPOED 100 Ft • Grand Reserve Unit 5 Site Photos — May 9, 2011 1 y 'Y '� I1 T;, M t_" .* . �- ��'��i�+��-��r.� .=`! .r . r • ,� _ i� �;i �:, � e.N.c� raj •, � .t ti4- - - ��}► 'AMC A"I ( - — •y k Grand Reserve Unit 5 Site Photos — May 9, 2011 Y� l r —r ay I I — 1 I r rw i _ Ut Grand Reserve Unit 12 Site Photos 1 i 4 Y I YI � I i Grand Reserve Unit 13 Site Photos — May 9, 2011 ij 1 � lE .. Grand Reserve Unit 14 Site Photos -•rte" r ii Grand Reserve Unit 15 Site • • T� ��tr Grand Reserve Unit 18 Site Photos -- May 9, 2011 P5. r 4 F- - � ✓� u �s 'ill - a: r r Grand Reserve Unit 19 Site Photos — May 9, 2011 Grand Reserve Unit 20 Site Photos 9, 2011 � e F ' � � •r i Memel i'il. ��,�S x ..,. ,�{ _ ':I � r Grand Reserve Unit 21 Site Photos --- May 9, 2011 Grand Reserve Unit 22 Site Photos — May 9, 2011 muwV ia0 Ar-r -1 l IMTIJ 'li s «.J4 aAK le 4 -° Grand Reserve Site Photos i r� Grand Reserve Unit 23 Site Photos Ind 9` .tee Reserve Grand Site Photos NMEN _ i Grand Reserve Unit 26 Site Photos — May 9, 2011 f fi y e� py r ,t t a LETTER OF CREDIT-1 -S604197 HOUSELINE BOND ALL UNITS GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 50,000.00 0% $50,000.00 TOTAL $50,000.00 $50,000.00 Plus 10% 50,000.00 603000.00 Current LOC 50,000,00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 50,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product For OiMssion Purooses Only Units Covered B LOC -- 1 - S604197 Development Status Unit 27 Varies by Phase S> k Unit 26 jf Did. r" prier, 4 5 Unit 21 `• rs,; � .� Unit 20 Unit 18 K. IF `" 'f I)e4_ � �[1i•14k-/'ru+SRy r .t'' � `�!'• r. F r I -•ryty 'i � '/ � � r••-,--yam-'�� r T{P' �'.' )��.. Unit 22 r SO4 All-, _ Unit !! ��-''� ;+� �-�r "y:.,�."fir" �` :_'�---+mar��'i. �a �.%:i:�_�l."�.�.�.A.i�;► ,�''liy.,••.-, �+ 7 LETTER OF CREDIT-2-S585960 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8/2685) FILE-3405.00-4 00 EROSION DATE:9112105 REVISED:10/13105 Revised:1/10/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION 3 GRADING,NH 5(UNIT 12)INCLUDING DETENTION BASIN ON 1. TOPSOIL EXCAVATION 15,535 C.Y. 1.60 24,856.00 100% 0.00 2 CLAY EXCAVATION 57,316 C Y. 2.00 114,632.00 100% 000 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 11,251 C.Y. 1.95 21,939.45 100% 0,00 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 6,076.00 100% 0.00 5. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 3.6 AC. 2,700,00 9,757.75 100% 0.00 6. PRAIRIE SEEDING/PLANTING DETENTION 06 AC. 2,700.00 1,640.06 BASINS 100% 0.00 T CONSTRUCTION ENTRANCE 1 EA 2,500.00 2,500.00 100% 0.00 8. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, 1 L.S. 5,000.00 5,000.00 100% 0.00 9. SILT FENCE 3,D33 L.F. 1.25 3,791.25 100% 0.00 TOTAL 190,192.61 0.00 Plus 10% 19,019.25 0.00 209,211.76 0.00 Current LOC 31,668.59 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligalion to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 21,686.59 Work Product For Discussion Purposes Only Units) Covered By LOC 2 5585960 Development Status ' Binder Course I Unit 12 Lll NEftllhJ C2Cl i r �' �', hst 1� t' ', Oct bel- ARk LETTER OF CREDIT-3 -S587587 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA Outfall Storm Sewer YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 826/05) FILE:3405.00 A 00 EROSION DATE:9112105 REVISED.10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST C.OUTFALL STORM SEWER 1 MANHOLE(60"DIA) 9 EA. 1,800.00 16,200.00 100% 0.00 2. MANHOLE(72"D64.) 2 EA. 2,800.00 5,600.00 100% 0.00 3. CATCH BASIN(60"DIA.) 2 EA. 1,500.00 3,000.00 100% 0.00 4. 3(Y"FES WIGRATE 5 EA. 1,100.00 5,500.00 100% 0.00 5. 36"FES WIGRATE 1 EA. 1,300,00 1,300,00 100% 0.00 6. 12"RCP 14 L.F. 19.00 266.00 100% 0.00 7. 15"CMP 170 L.F. 26.00 4,760.00 100% 0.00 8. 15"RCP 21 L.F. 20.00 420.00 100% 0.00 9. 30"RCP 389 L.F. 42.00 16,338,00 100% 0.00 10. 36"RCP 2,616 L F. 52.00 136,032.00 100% 0.00 11. SPECIAL STORM STRUCTURE 4 EA 7,500.00 30,000.00 100% 0.00 12. SELECT GRANULAR TRENCH BACKFILL 127 L.F. 15.00 1,905.00 100% 0.00 13. CONNECT TO EXISTING MH 1 EA. 1,000.00 1,000.00 100% 0.00 14. OPEN CUT ROAD WIPAVEMENT RESTORATION 51 L.F. 200 10,200.00 100% 0.00 15. ROAD R.O.W.RESTORATION 2 EA, 3.75000 7,500.00 100% 0.00 15. SEDIMENT PROTECTION 1 EA. 9,137.74 9,137.74 0% 9137.74 TOTAL 249,158.74 9,137.74 Plus 10% 24,915.87 913.77 274,074.61 10,051.51 Current LOC 46,054.66 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LDC or Transfer Obligation to Future Builder 36,054.66 )Mork Product For OlscvssMn Purposes Only � L+ yeti Units) Covered By LOC — 3 — S587587 s ,. , £ �� .4 Development Status -# r Binder/Landscaped IAJ f r h`e'y S j �i 4F •.{r� •', It� r r Unit 12 �.u'�sw�tr ��J� '�1•J" " + f Unit 13 Oct Unit 19 10 Olt da _ - �1� _ - r.•w. _rte f' �r� �'�'�-{ T Y'k �'('T-1-1 1-?.-1..�..1..�.d LETTER OF CREDIT-4-S585959 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Untt 13 a 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 826105) FILE:3405.00 4 00 EROSION DATE:9/12105 Revised:1110106 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 37,416 C.Y. 1.60 59,865.60 100% 000 2. CLAY EXCAVATION 52,241 C.Y. 2.00 104,462.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 15,143 C.Y. 1.95 29,528.85 100% 0.00 4. TEMPORARY SEEDING WITHIN DETENTION BASINS! OPEN SPACES 4.71 AC. 1,300.00 6,123,00 100% 0.00 5, EMERGENT SEEDING I PLANTING IN DETENTION BASINS 02 AC. 17,500.00 4,284.00 100% 0.00 6. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 1.1 AC. 2,700.00 3,083.67 100% 0.00 7. PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 0.4 AC. 2,700.00 1.20744 100% 0.00 8. CONSTRUCTION ENTRANCE 1 EA. 2,500.00 2,500.00 100% 0.00 9. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 10,000.00 10,000.00 100% 0.00 10. SILT FENCE 6,787 L.F. 1.25 8,483.75 0.00 8483.75 TOTAL 229,668.31 8,483.76 Plus 10% 22,955.83 848,38 252,614.14 9,332.13 Current LOC 41,688.28 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 31,688.28 Work Product Egr Qlscusslon Unit(s) Covered By • ' LOC — 4 — S585959 _ f i Development Status AL Binder/Landscaped lj 4h'KEil ti C7ii# ri4c�'"� "•f f 4A r:r Un t 13 Oct Unit 19 Cit VAN A 4 r �' ` Y 1 �`G 471�4Q•�4N '�. r�f �- n� �� 'j.r -r��•1 � _� ,. �•�r� ter_f ° "rX I 1. k 1.1.i.� k l.L , i e LETTER OF CREDIT-5 -S587890 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS SY CGL,LTD,DATED 8/26.075) FILE:3405.05 est 091205.)ds DATE.9112/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. B"PVC SANITARY SEWER(SDR-26) 1,081 L F. 20.00 21,620.00 100% 0.00 2, e"PVC SANITARY SEWER(SDR-21) 189 L.F. 30.00 5,670,00 100% 0.00 3. 48'MANHOLE TYPE A WIFRAME&LID 11 EA. 1,950.00 21,450.00 100% 0.00 4. 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.D0 100% 0.00 5. 6'SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 0 EA. 1,200.00 0.00 100% 0.00 6 B'PLUG 3 EA. 250.00 750.00 100% 0.00 7, SELECT GRANULAR BACKFILL(CA07) 160 L.F. 36.50 5,640.00 100% 0.00 B. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 000 9. TELEVISE MAINS 1,270 L.F. 1 00 1,270.00 100% 000 TOTAL SANITARY SEWER $ 67,100.00 5 C. WATERMAN 1 8"DUCTILE IRON WATER MAIN 1,186 L.F. 21.00 24,906.00 100% 0.00 2. 8"VALVE&BOX 3 EA. 1,000.00 3,000.00 100% 0,00 3. 8"X 16"PRESSURE CONNECTION W160" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 20 EA 300.00 6,000.00 100% 0.00 5 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 6. 8'PLUG 3 EA. 250.00 750.00 100% 000 7. FIRE HYDRANT 2 EA. 1,900.00 3,800.00 100% 0.00 8. FLUSHING FIRE HYDRANT 2 EA, 1,200.00 2,400.00 100% 0.00 9. SELECT GRANULAR BACKFILL(MAINLINE) 246 EA, 17.50 4,305.00 100% 0.00 TOTAL WATERMAJIN S 49,161.00 $ - Work Product For Discussion Purposes On D. STORM SEWER 1. 12'RCP 640 L.F. 16.00 10,240.00 100% 0.00 2. 12"RCP WIASTM C443 JOINTS 46 L.F. 16.00 826,00 100% 0.00 3. 15"CMP 84 L.F. 14.00 1,176.00 100% 0.00 4. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 5. 16"RCP 40 L.F. 19.00 760.00 100% 0.00 6. 18"RCP WIASTM C-443 JOINTS 157 L.F_ 21.00 3,297.00 100% 0.00 7. 21'RCP 24 L.F. 25,00 600.00 100% 0.00 e. 24'RCP WIASTM C-443 JOINTS 144 L.F_ 30.00 4,320.00 100% 0.00 9, 27"RCP 54 L.F. 33.00 1,782.00 100% 0.00 10. 30"RCP 166 L.F. 38.00 6,308.00 100% 0.00 11 30'RCP WIASTM C443 JOINTS 129 L.F. 40.00 5,160.00 100% 0.00 12. 36"RCP 168 L.F. 4200 7,056.00 100% 0.00 13. 48"MANHOLE Wl FRAME&LID 3 EA. 1,050.00 3,150.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 10 EA. 1,430.00 14,300.00 100% 0,00 15. 48"CATCH BASIN W/FRAME&GRATE 3 EA. 1,300.00 3,900.00 100% 0.00 16 60'CATCH BASIN WIFRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A Wl FRAME&GRATE 4 EA, 600.00 2,400.00 100% 0.00 1B. 36"RCP FLARED END SECTION I EA 1,500.00 1,500.00 100% 0.00 19. 12'PLUG 3 EA. 250.00 750.00 100% 0,00 20. 15'PLUG 2 EA 250.00 500,00 100% 0.00 21. 18"PLUG 2 EA. 250.00 500.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 390 L.F. 10.00 3,900.00 100% 0,00 23. TELEVISE STORM SEWER 2,357 L.F. 175 4,124.75 100% 0.00 TOTAL STORM SEWER ; 79,061.75 S - Work Product For Discussion Purposes Only E. PAVING,CURBS,SIDEWALK 1 1.112'BIT.CONC.SURFACE COURSE CL I, MIX C 2,691 S.Y. 3.15 8,476.65 0% 8,476.65 2. 2-112"BITUMINOUS CONCRETE BINDER COURSE 1,284 S.Y. 3.00 3,852 00 100% 0.00 3. 6'BITUMINOUS CONCRETE BINDER 1,407 S.Y. 5.00 7,035.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 1,284 S.Y. 7.50 9,630.00 100% 0.00 5. 16"AGGREGATE BASE COURSE 1,407 S.Y. 12.00 16,884.00 100% 0.00 S. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 437 S.Y. 9.50 4,151.50 100% 0.00 7 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 8,620 S.F. 3.75 32,325.00 0% 32,325.00 8. B6.12 CONCRETE CURB&GUTTER WITH 4' AGGREGATE BASE 2,021 L.F. 12.00 24,252.00 100% 0.00 9. REVERSE PITCH B61.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 703 L.F. 12.00 6,436.00 100% 0.00 10. GEOTEXTILE FABRIC 2,691 S.Y. 1.20 3,229.20 100% 0.00 11. BACKFILL CURBS 2,724 EA. 100 2,724.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 2,691 S.Y. 0.75 2,01825 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK i 123,013.60 s 40,801.65 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING ETC. 3 EA. 4,500.00 13,500.00 0% 13,500.00 TOTAL STREET LIGHTING $ 13,600.00 13,500.00 G. LANDSCAPING Street Trees` 43,487.00 0% 43,487.00 Buffer&Common Area 90,536.00 0% 90,536.00 1 Miscellaneous' 0 EA. 0.00 27,235.00 0% 27,235.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $161,268.00 $161,258.00 SUMMARY A. EXCAVATION&GRADING NIA N/A B. SANITARY SEWER 57,100.00 0,00 C. WATERMAIN 49,161.00 0.00 D. STORM SEWER 79,061.75 000 E. PAVING,CURBS,SIDEWALK 123,013.60 40,801.65 F. STREET LIGHTING 13,500.00 13,500.00 G. LANDSCAPING 161,258.00 161,258.00 TOTAL 493,094.36 216,669.66 Plus 10% 49,309.44 21,555.97 542,407.19 237,115.62 Current LOC 278,745.82 Amount of Completed Work 110,292.00 Amount of Required 9,324.00 Transfer Obligation to Land Purchaser 129,250 00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 29,879.82 Work Product For 01scuWan Purposes Only s r '�4 Units) Covered By _ LOC — 5 — 5587890 :Ifs Development Status 1 Binder/Landscaped ' �4-y Unit 1Z L11'NER.4i {Tfla .y! �• •r Ul �. ;I ate.+,-�• ;,'y� '�yr>�f.1� Unit 13 Unit 15 t IF LIiM�•�� LETTER OF CREDIT-6-S594296 HOUSELINE BOND UNIT 12 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 21,000.00 0% $21,000.00 TOTAL $21,000.00 $21,000.00 Plus 10% 21,000.00 21,000.00 Current LOC 21,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 21,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Budder 0.00 Worh Product Egr Discussion Purposes Qch Units) Covered By LOC — 6 S594295 Development Status `' _ p� Binder 114k 9" ' - - Y �� 7i:}y.�"� j"► rte f Unit 12 GOP OV en �- ��..,�,��.._ 'its i I I• �--r LETTER OF CREDIT-7-S687891 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 3 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 82605) FILE:3405.05 est 091205.)ds DATE:9/12105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B, SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 450 L.F, 20.00 9,000.00 100% 0,00 2. 8"PVC SANITARY SEWER(SDR-21) 560 L.F. 30.00 16,800.00 100% 0.00 3, 12"PVC SANITARY SEWER(SOR-21) 814 L.F. 40.00 32,560.00 100% 0.00 4 48"MANHOLE TYPE A WIFRAME&LID a EA. 1,950.00 15,600.00 100% 0.00 5. 48"MANHOLE TYPE A WIFRAME&LID 1 EA, 3,500.00 3,500,00 100% 0.00 6. INSTALL DROP STRUCTURE 1 EA. 5,000.00 5,00000 100% 0.00 7. 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL NEAR 20 EA. 450.00 9,000.00 100% 0.00 8 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 16 EA. 1,200.00 19,200.00 100% 000 9. 8"PLUG 2 EA. 250.00 500.00 100% 000 10. 12'PLUG 1 EA. 250.00 250.00 100% 000 11. OPEN CUT PAVEMENT 22 L.F. 100.00 2,200.00 100% 0.00 12. ROW RESTORATION 1 L.S. 2,500.00 2,500.00 100% 0.00 13. SELECT GRANULAR BACKFILL(CA07) 292 L.F. 36.50 10,858.00 100% 0.00 14. TELEVISE MAINS 1,824 L.F. 1.00 1,824.00 100% 0.00 TOTAL SANITARY SEWER $ 128,592.00 $ - Work Product For Disosslon Puraoses On C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 292 L.F. 21.00 6,132.00 100% 0.00 2. 10"DUCTILE IRON WATER MAIN 1,756 L.F. 25.00 43,900.00 100% 0.00 3, B"PLUG 2 EA. 250.00 500.00 100% 0.00 4. 10"PLUG 1 EA. 250.00 250.00 100% 0.00 S. B"VALVE&BOX 1 EA. 1,000.00 1,000.00 100% 0.00 6. 10"VALVE a BOX 5 EA, 2,500.00 12,500.00 100% 0.00 7. 10"X 16"PRESSURE CONNECTION W150" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 6. CONNECT TO EXISTING 1 EA. 500.00 500.00 100% 0.00 9. 1"TYPE K COPPER SERVICE,NEAR 4 EA. 300.00 1,200.00 100% 0.00 10. 1"TYPE K COPPER SERVICE,FAR 32 EA. 600.00 19,200.00 100% 0.00 11. FIRE HYDRANT 6 EA. 1,900.00 11,400.00 100% 000 12. SELECT GRANULAR BACKFILL(MAINLINE) 260 EA. 17.50 4,550.00 100% 0.00 13. OPEN CUT PAVEMENT 26 L.F. 100.00 2,600.00 100% 0.00 14. ROW 1 L.S 2,500.00 2,500.00 100% 0.00 TOTAL WATERMAIN ; 110,232.00 ; - D. STORM SEWER 1. 12"RCP 1,179 L.F. 1800 18,864.00 100% 0.00 4 15"RCP 220 L.F_ 1700 3,740.00 100% 0,00 5. 30"RCP 30 L.F. 38.00 1,140.00 100% 000 6. 30"RCP WIASTM C-443 JOINTS 305 L.F. 50.00 15,250,00 100% 0.00 7. 36"RCP 729 L.F. 42.00 30,618,00 100% 0.00 S. 38"RCP WIASTM C443 JOINTS 147 L.F. 58.00 8,526.00 100% 0.00 13. 48"MANHOLE Wl FRAME&LID 4 EA. 1,050.00 4,200,00 100% 0.00 14. 60"MANHOLE W/FRAME 8 LID 1 EA. 1,430.00 1,430.00 100% 0.00 72"MANHOLE Wl FRAME 8 LID 6 EA. 2,000.00 12,000 00 100% 0.00 &I"MANHOLE W1 FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 15. 48"CATCH BASIN W/FRAME 8 GRATE 6 EA. 1,300.00 7,800.00 100% 0.00 %6 60"CATGH BASIN WIFRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A Wl FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 18. 36"RCP FLARED END SECTION 2 EA 1,50000 3,000.00 100% 0.00 20. 15"PLUG 1 EA. 250.00 250.00 100% 000 21. 30"PLUG 3 EA. 250.00 750.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 241 L.F. 10.00 2,410.00 100% 0.00 23. TELEVISE STORM SEWER 2,610 L F 1.75 4,567.50 100% 0.00 TOTAL STORM SEWER S 123,745.60 $ - Work Product For Ql Io lion Purposes Onhr E. PAVING,CURBS,SIDEWALK 1. 1-112"BIT.CONC.SURFACE COURSE CL I, Mix C 6,374 S.Y. 3.15 20,078.10 0% 20078.10 2. 2-112'BITUMINOUS CONCRETE BINDER COURSE 3,336 S.Y. 3.00 10,008.00 100% 0.00 3. 4-112'BITUMINOUS CONCRETE BINDER COURSE 3,038 S.Y. 5.00 15,190.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 3,336 S.Y. 7.50 25,020.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 3,038 S.Y. 9.00 27,342.00 100% 0.00 6. TEMPORARY PAVEMENT 2"S URFACE OVER 8"AGGREGATE BASE COVER 344 S Y. 9.50 3,268.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK Wl 2' AGGREGATE 12,644 S.F 3,75 47,415.00 0% 47,415.00 BIKE PATH 2"SURFACE W1B"STONE BASE 691 S.Y 9.50 6,564 50 100% 0.00 B. BB-12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 4,670 L.F. 12.00 56,040.00 100% 0.00 9. REVERSE PITCH 861.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 533 L.F. 12.00 6,396.00 100% 0,00 10. GEOTExTILE FABRIC 6,374 S.Y. 1.20 7,648.80 100% 000 11 BACKFILL CURBS 5,203 EA. 1.00 5,203.00 100% 000 12. FINE GRADE STREET SUBGRADE 6,374 S,Y. 0.75 4,780.50 100°/ 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 234,953,90 ; 67,493.10 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. B EA. 4,500.00 36,000.0_0 100% 0.00 TOTAL STREET LIGHTING $ 36,000.00 $ - G. LANDSCAPING 1. Street Trees` 35,229.00 0% 35,229.00 2. Buffer&Common Area 69,403.00 0% 69,403.00 3. Miscellaneous` 0 EA. 0.00 37,662.00 0% 37,662.00 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING #162,294.00 $162,294.00 Work Pmducc For Oi scusslon Purpases Onhr SUMMARY A. EXCAVATION d,GRADING NIA NIA B. SANITARY SEWER 128,592.00 0.00 C. WATERNU1tN 110,232.00 0.00 D. STORM SEWER 123,745.50 0,00 E. PAVING,CURBS,SIDEWALK 234,953.90 67,493.10 F. STREET LIGHTING 36,000.00 0.00 G. LANDSCAPING 162,294,00 162,294.00 TOTAL 795,817.40 229,787.10 Plus 10% 79,581.74 22,978.71 875,399.14 262,765.91 Current LOC 371,870 38 Amount of Completed Work 146,796.00 Amount of Required 22,086.00 Transfer Obligation to Land Purchaser 92,27100 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 110,716.36 Work Product For Dbwmlon Purposes Onhr Units) Covered By 'gr 60 LOC — 7 — 5587891x' ' ' };s Development Status fit Binder ' �iYY114{k� Z Ott. h y YM m IA Aeq Unit 13 r 1 T111 � •� mil_ �•-. Slwlkk-l�u+�1X +�• _��„=� � y . F LETTER OF CREDIT-8-S594168 HOUSELINE BOND UNIT 13 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 31,500.00 0% $31,500.00 TOTAL $31,500.00 $31,500.00 Plus 10% 31,500.00 31,500.00 Current LOC 31,500.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 31,500.00 Issue Check to City 0,00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product Fsr Discussion Purp2m Only Units) Covered By LOC — 8 S594168 +~"=' Development Status Binder ; . 10 • '�� .i{y t � 9 +r f �I 5u l " 7 tr;�•-r�i iA hi •�,_. �� =� �a � • Unit 13 , opt- spoor"$ 016- QKWA lop So �-�~ _,�r� ,��r ,� -1�ry.ra• _�l �'f �� 1 S ; �F ( T' -r �� "-F�riL�`"rGI'r -�.•,.,-4- rY 'k� l.'S� �1.L�1..a�1._I��•�1�� r" '_S -� � LETTER OF CREDIT-9-S590245 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FORuNIT 14,18,25&is GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE&2WS) FILE:3405.00 4 00 EROSION DATE:9112105 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION[ COMPLETE COST A. EXCAVATION&GRADING,NH 3 1, TOPSOIL EXCAVATION 88,Be0 C.Y. 1.50 142,175.00 100% 0,00 2. CLAY EXCAVATION 135,917 C.Y. 2.00 271,834.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 50,788 C.Y. 1.95 99,035.60 80% 19,807.32 4. EMERGENT SEEDING 1 PLANTING IN DETENTION BASINS 05 AC. 17,500.00 10,500.00 100% 0.00 5, WET PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 13.5 AC. 2,700.00 36,450.00 100% 0.00 6. PRAIRIE SEEDING!PLANTING DETENTION BASINS 1.9 AC. 2,700.00 5,130.00 100% 0.00 7. EROSION CONTROL INCLUDING STRAW SALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. t L.S. 10,000.00 10,000.00 50% 5,000.00 8. SILT FENCE 39,616 L.F. 1.25 49,519.48 75% 12,379.87 TOTAL 624,646.08 37,187.19 Plus 10% 52,454.61 3,71 8.72 687,110.68 40,905.91 Current LOC 141,393.37 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 131,393.37 Work Product For Dts mssion Purposes Only Units) Covered By LQC 9 — S590245 ! :; - ro Development Status i - I Varies by Phase Its, # • �J '�� r�ii I5 - ;sty r Ski tt t ` i3 y k l Unit 25 Ix Ir f 4 Unit 14 j =:_•-;�_ _ y +/ Unit 18 Unit 19 I cow .,�ice.• I �r��L+,1�" .�f _•�„ ''1 �"r-} L r' f_l.Jill.' f { Pi t 5 LETTER OF CREDIT-10-S591707 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR-UNIT 14 GRANDE RESERVE NORTH NEIGHBORHOOD 3 PHASE 3.2(UNIT 14) YORKVILLE,ILLINOIS FILE:3405 03finalesl 0321056 As DATE:03121 Me REVISED: 05105/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1 8-PVC SANITARY SEWER(SDR-26) 168 L.F. 20.00 3,760.00 100% 0.00 2. 8-PVC SANITARY SEWER(SDR 26)ASTM 2241 3B9 L.F. 22,00 8,11B.00 100% 0.00 3, B'PVC SANITARY SEWER(SDR 21) 395 L.F. 26.00 10,010.00 100% 0.00 4. 48"MANHOLE TYPE A WIFRAME S LID 6 EA 1,950.00 11,700.00 100% 0.00 5. 48-MANHOLE TYPE A WI FRAME S LID,DROP STRUCTURE 1 EA, 3,500.00 3,500.00 100% 0.00 B. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 11 EA 380.00 3,980.00 100% O.OD 7 6'SANITARY SERVICE COMPLETE,INCLUDING TEE S SELECT GRANULAR BACKFILL-FAR 33 EA 1,200.00 39,600.00 100% 0.00 8. 6'SERVICE RISER 80 VF 25.00 2,000.00 100% 0.00 9. CONNECT TO EXISTING B'SEWER I EA. 500,00 500,00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 373 L.F. 36.50 13,614.50 100% 0.00 11 TELEVISE MAINS 942 L.F 1.00 942.00 100% 0.00 TOTAL SANITARY SEWER $ 97,704.50 $ C. WATER MAIN 1. 6'DUCTILE IRON WATER MAIN 51 L.F. 18,00 918.00 100% 000 2. 8'DUCTILE IRON WATER MAIN 1,356 L.F. 21.00 28,476.00 100% 0.00 3. B"PLUG&STUB 0 EA. 250.00 000 100% 0.00 4. 8"VALVE d,BOX 2 EA. 1,000.00 2,000.00 100% 000 5. 1"TYPE K COPPER SERVICE,NEAR 44 EA 300.00 13,200.00 100% 0.00 B. 1"TYPE K COPPER SERVICE,FAR 0 EA 600,00 0.00 100% 0.00 7. FIRE HYDRANT 3 EA 1,900.00 5,700.00 100% 0.00 8. FLUSHING HYDRANT 0 EA 900.00 0.00 100% 0.00 9. DEPRESS WATER MAIN 3 EA, 500.DD 1,500.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA. 500.0 500.00 100% 0.00 11. SELECT GRANULAR SACKFILL(MAINLINE) 128 EA. 17.50 2,240.00 100% 0.00 TOTAL WATER MAIN $ 54,534.00 $ - Wor1r Product For Olscusslon Pun*m Only D. STORM SEWER 1. 8"PVC SUMP CONNECTION 979 L.F. 12.00 11,748.00 1DD% 0.00 2. 12'RCP 288 L.F. 19.00 5,472.00 IDD% 0.00 3. 12'RCP W!ASTM C-443 JTS. 104 L.F. 20.00 2,080.00 1017% 0.00 4. 15'RCP 217 LF 20.00 4,34000 100% 0.00 5. 15'RCP WI ASTM C-M3 JTS. 151 L.F. 22.00 3,322.00 1011% 0.00 6 18'RCP 82 LF 24.00 1,988,00 100% 0.00 7. 18"RCP WI ASTM C-1A3 JTS. 0 L.F. 26.00 0.00 100% 0.00 8. 21'RCP 302 LF 26.00 7,852.00 100% 0.00 9, 21"RCP WI ASTM C-443 JTS. 0 L.F. 29.00 0.00 100% 0.00 10. 24'RCP 0 LF 30.00 0.00 10096 0.00 11. 27"RCP 443 LF 33.00 14,819.00 100% 0.00 12. 27'RCP WI ASTM C-443 JTS. 0 L.F. 36.00 0.00 10096 0.00 13. 30"RCP 617 LF 37.00 22,829.00 100% 0.00 14. 30'RCP WIASTM C-443 JOINTS 149 L.F. 40.00 5,96000 10D% 0.00 15. 36'RCP 0 L.F. 47.00 0.00 100% 0.00 16. 42'RCP 0 L.F 60,00 0.00 100% 0.00 17 48"MANHOLE W!FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 18. 60'MANHOLE WI FRAME&LID 7 EA. 1,400.00 9,800.00 100% 0.00 19. 72"MANHOLE WIFRAME&LID 2 EA. 2,000.00 4,000.00 100% 0.00 20. 48"CATCH BASIN W!FRAME&GRATE 5 EA, 1,200.00 6,000.00 100% 0,00 21. 80"CATCH BASIN WI FRAME&GRATE 0 EA. 1,500.00 0.00 100% 0.00 22. 24'INLET TYPE A W/FRAME&GRATE 5 EA. 800.00 3,000.00 100% 0.D0 23. 24'RCP FLARED END SECTION W!GRATE 0 EA. 1,500.00 0.00 100% 0.00 24. 6'PVC CLEANOUT FOR SUMP CONNECTION 8 EA. 300.00 1,800.00 100% 0.00 25. 42'RCP FLARED END SECTION Wl GRATE 0 EA. 1,500.00 0.00 100% 0.00 26. 36"PLUG 0 EA. 300.00 0.00 100% 0,00 27 CONNECT TO EXISTING 4 EA. 300.00 1,200.00 100% 0.00 28, SELECT GRANULAR BACKFILL(MAINLINE) 166 L.F. 10.00 1,660.00 1DD% 0.00 29. TELEVISE STORM SEWER 3,332 L.F. 1.75 5,631.00 1DD% 0.00 TOTAL STORM SEWER i i17,681.00 Work Product For D-ba slon Purnya QaIv E. PAVING,CURBS,SIDEWALK 1. 1-1/2 BIT.GONG.SURFACE COURSE CL I,MIX 3,757 S.Y. 3,15 11,834.55 C 0% 11,834.55 2. 2-112'BITUMINOUS CONCRETE BINDER 3,757 S.Y. 3.00 11,271.00 COURSE iD0% 0.00 3 10'AGGREGATE BASE COURSE 3,757 S.Y. 7.50 28,177.50 100% 0.00 4. F WIDE-5"PCC SIDEWALK W12"AGGREGATE 9,015 S.F. 3.25 29,298.75 0% 29,298.75 5. B6.12 CONCRETE CURB S GUTTER WITH 4' AGGREGATE BASE 1,670 L.F. 8.75 14,812.50 100% 0.00 6. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4'AGGREGATE BASE 506 L F. 8.75 4,427.50 100% 0.00 7. GEOTEXTILE FABRIC 3,757 S.Y. 1.20 4,508.40 100% 0.00 8. BACKFILL CURBS 2,176 L F. 1.00 2,176.00 10096 0,00 9. FINE GRADE STREET SUBGRADE 3.757 S.Y. 0.75 2,817.75 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $109,123.96 $41,133.30 F.STREET LIGHTING 1 STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. INCLUDE WIRE&TRENCHING ETC. 5 EA. 3,000.00 15,000.00 0% 15,000.00 TOTAL STREET LIGHTING $ 15,000.00 $ 15,000.00 G. LANDSCAPING 1. Street Trees` 18,822.00 0% 16,822.00 2. Buffer&Gammon Area 17,601.00 0% 17,801.00 3. Miscellaneous' 0 EA. 0.00 68,535.00 0% 68,535.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $103,188.00 $103,168.00 SUMMARY A. EXCAVATION&GRADING NIA N/A e. SANITARY SEWER 97,704.50 0.00 C. WATERMAIN 54,534.00 0.00 D. STORM SEWER 117,661.00 0.00 E. PAVING,CURBS,SIDEWALK 109,123.95 41,133.30 F. STREET LIGHTING 15,000.00 15,000.00 G. LANDSCAPING 103,158.00 103,158,00 TOTAL 497,201.45 159,291.30 Plus 10% 49,720.15 15,929.13 546,921.60 175,220.43 Current LOG 226,731.97 Amount of Completed Work 81,228.00 Amount or Required 13,016.00 Transfer Obligation to Land Purchaser 89,071.00 Issue Check to City 0.00 Eliminate LOG or Transfer Obligation to Future Builder 43,414.97 Work Product For DbanSon Purposes 00 e Units) Covered By LOC 10 — 5591707 n? f � � f Development Status Binder ter .y '41r t?; lip iA 14 . r ell zz LM-O4 WANK Y ��;4 �n�7k�FC�fA �L'- ..r� �` r �f��.lx �`.- l�q�' •"� 1' LETTER OF CREDIT-11 -S590244 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15& 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 8,5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xis DATE:9112105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 132,048 C.Y. 1.60 211,276.80 100% 0.00 2. CLAY EXCAVATION 40,504 C.Y. 2.00 81,008.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 40,150 C.Y. 1.95 78,292.50 75% 19,573.13 4. EMERGENT SEEDING 1 PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 5,250.00 100% 0.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 4.9 AC. 2,700.00 13,230.00 100% 0.00 S. PRAIRIE SEEDING/PLANTING DETENTION 1.6 AC. 2,700.00 4,320.00 BASINS 100% 0.00 7, EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE,ETC. 1 L.S. 7,000.00 7,000.00 50% 3,500.00 8. SILT FENCE 7,397 L.F. 1.25 9,246.25 75% 2,311.56 TOTAL 409,623.55 25,384.69 Work Product For Discussion Purposes Only D. STORM SEWER 1. 60"MANHOLE W/FRAME&LID 1 EA. 1,400.00 1,400.00 100% 0.00 2 60"CATCH BASIN WIFRAME&GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 3. 15"RCP FLARED END SECTION 1 EA. 65000 650.00 1DO% 0.00 4. 24"RCP FLARED END SECTION 1 EA. 620.00 820.00 100% 0.00 5. 36"RCP FLARED END SECTION 1 EA 1,300.00 1,300.00 100% 0.00 6. 15"RCP 30 L.F. 17.00 510,00 100% 0.00 7. 24"RCP 19 L.F. 28.00 532.D0 100% 0.00 8. 36"RCP 525 L.F. 46.00 24,150.00 100% 6.00 9. 42"RCP 42 L.F. 57.00 2,394.00 100% 0.00 10. SPECIAL STORM STRUCTURE 2 EA. 5,000.00 10,000.00 100% 0.00 11, SELECT GRANULAR BACKFILL(MAINLINE) 30 L.F. 15.00 450.00 100% 0.00 12. CONNECT TO EXISTING 1 EA. 1,000.00 1,000.00 100% 000 13, ROW RESTORATION 2 EA, 2,500.00 5,000.00 100% 0.00 TOTAL STORM SEWER $ 49,706.00 3 - SUMMARY A. EXCAVATION&GRADING 409,623.55 25,384.69 C. STORM SEWER 49,706 00 0.00 TOTAL 459,329.55 25,384.69 Plus 10% 45,932.96 2,538.47 505,262.51 27,923.16 Current LOC 98,429.89 Amount of Completed Work 0,00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000 00 Eliminate LOC or Transfer Obligation to Future Builder 88,429.89 Mick Product For Oiscusslon Purposes Only Unit(s) Covered By f V, ' LOC — 11 — 5590244 Development Status . Binder IP 040. b4►�e►Y1194� �' �)� �341� f V h . 'kT �} {J 1 Ilk I. '�'tea' r., �-•� — � �,��t..�r>. �,.,.�, ZF Unit 22 s EV1 Unit 15 dam^F .�-�1�t !_r «'�_ ��C I �I__� t__L.L.i.i°-+'�_��.. •!L 1.1.. i r'i..-; LETTER OF CREDIT-12-S591705 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-2(UNIT 15) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10131105) FILE:3405.05 esl 12o605.)ds DATE:12/06105 REVISION:05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,743 L.F 20.00 54,860.00 100% 0,00 2. 48"MANHOLE TYPE A WIFRAME&LID 20 EA 1,950.00 39,000.00 100% 0.00 3. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 65 EA. 360.00 23,400.00 100% 0.00 4. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 23 EA. 950.00 21,850.00 100% 0.00 5. SELECT GRANULAR BACKFILL(CA-7) 342 L.F 36,50 12,483.00 100% 0.00 6. 6'SERVICE RISER 209 VF 25.00 5,225.00 100% 0.00 7. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 0.00 8. TELEVISE MAINS 2,743 L.F. 1.00 2,743.D0 100% 0.00 TOTAL SANITARY SEWER ; 161,061.00 ; - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 2,542 L.F. 21.00 53,382.00 100% 0.00 2. 8'VALVE&BOX 12 EA. 1,000.00 12,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W160"VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1'TYPE K COPPER SERVICE,NEAR 71 EA 300.00 21,300.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 14 EA 600.00 8,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. FIRE HYDRANT 11 EA. 1,900.00 20,900.00 100% 0.00 S. SELECT GRANULAR BACKFILL(MAINLINE) 275 L.F 17.50 4,812.50 100% 0,00 TOTAL WATERMAIN ; 125,294.50 ; Work uct For 0lscussion Purposes Only D. STORM SEWER 1. 12"RCP 474 L.F. 19.00 9,006.00 100% 0.00 2. 15"RCP 368 L.F. 20.00 7,360,00 100% 0.00 3. 18'RCP 205 L.F. 24.00 4,920.00 100% 0,00 4. 21"RCP 347 L.F. 26.00 9,022.00 100% 0.00 5. 24'RCP 400 L.F. 30.00 12,000.00 100% 0,00 6. 46"MANHOLE WI FRAME&LID 6 EA. 1,050.00 6,300.00 100% 000 7. 60"MANHOLE W/FRAME&LID 3 EA. 1,400.00 4,200.00 100% 0.00 8. 48"CATCH BASIN W!FRAME&GRATE 9 EA. 1,200.00 10,800.00 100% 0.00 9. 24'INLET TYPE A W/FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 10. 27'RCP FLARED END SECTION 3 EA 620,00 2,460.00 100% 0.00 11. CONNECTION TO EXISTING 4 EA. 500.00 2,000.00 100% 0.00 12. SELECT GRANULAR BACKFILL(MAINLINE) 305 L.F. 10,00 3,050,00 100% 0.00 13, TELEVISE STORM SEWER 1,794 L.F 1.75 3,139.50 100% 0.00 TOTAL STORM SEWER f 78,457.50 S E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW130'B-B) 4,497 S.Y. 3.15 14,165.55 0% 14,165.55 2. 2-112"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'") 4,997 S.Y. 3.00 14,991.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW130'B-B) 4,997 S.Y, 7.50 37,477.50 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 391 S Y. 9.50 3,714.50 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W!2"AGGREGATE 14,650 S.F. 3.25 47,612.50 0% 47,812.50 6. 2"BIT.CONC.SURFACE COURSE CL I,MIX C (10'BIKEPATH) 27,250 S.F. 3.25 68,562.50 100% 0.00 7. 8'AGGREGATE BASE COURSE(10'BIKEPATH) 27,250 S.F. 6.00 163,500.00 100% 0.00 S. 10"AGGREGATE BASE COURSE (V BIKEPATH SHOULDER) 2,725 S.F. 7,50 20,437.50 100% 0.00 9. RETAINING WALL(ALONG BIKEPATH) 1,524 F.F. 25.00 38,100.00 100% 0.00 10. 86.12 CONCRETE CURB&GUTTER WITH C AGGREGATE BASE 2,845 L.F. 8.75 24,893.75 100% 0.00 11. BACKFILL CURBS 2,845 L.F 1.00 2,845.00 100% 0.00 12. GEOTEXTILE FABRIC 2,485 S.Y. 1.20 2,982.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 1,499 S.Y. 0.75 1,124.25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK S 460,406.06 $ 61,776,05 Work Product For Discussion Purposes Only F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING ETC. 6 EA. 4,500.00 27,000.00 0% 27,000.00 TOTAL STREET LIGHTING S 27,000.00 1$ 27,000.00 G. LANDSCAPING 1, PARKWAY TREES(50'SPACING ALONG OPEN SPACE FRONTAGE) 14 EA. 350.00 4,900.00 0% 4,900.00 2. Street Trees' 21,809.00 0% 21,809.00 3. Buffer&Common Area' 70,847.00 0% 70,847.00 4. Miscellaneous' 0 EA. 0.00 29,117.00 0% 29,117.00 `ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $126,673.00 $126,673.00 SUMMARY A. EXCAVATION&GRADING NIA NIA B. SANITARY SEWER 161,061 00 0.00 C. WATERMAIN 125,294.50 0.00 D. STORM SEWER 78,457.50 0.00 E. PAVING,CURBS,SIDEWALK 460,406.05 61,778.05 F. STREET LIGHTING 27,000.00 27,000.0o G. LANDSCAPING 126,573.00 126,673.00 TOTAL 976,892.05 215,461.05 Plus 10% 97,889,21 21,545.11 1,076,781.26 236,996.16 Current LOC 353,266.57 Amount of Completed Work 114,143.00 Amount of Required 15,562.00 Transfer Obligation to Land Purchaser 117,998.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 105,543.57 Work Product For Discussion Purposes Only Units) Covered By ,� LOC — 12 S591705 � Development Statusk Binder I _. Ilk 1.1 Sl + }rG5 tierh�i_..i A -r� Cry t yr S ,� �✓�'� 5th 3iE��Cr4'I ,_!� �1,,..' �� {tiV° fr r Get_ Mw1ik-1su+5E� r' ;}.�•` r Unit 15 � .. LETTER OF CREDIT-13-S591366 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1 LANDSCAPING 30,003.00 0% $30.003.00 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $30,003.00 $30,003.00 Plus 10% 3,000.30 3,000.30 33,003.30 33,003.30 Current LOC 33,DO3.30 Amount of Completed Work 0.00 Amount of Required 33,003,30 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0,00 Work Product For Dlscusslon Purposes Only Unit(s) Cove red By �•3 r�: _ - LOC — 13 5591366 w. ..i Development Status _ Landscaped Ili�Cr'iL�-FrGS 2ft#4 r - �. •" Q#E. Olt Fp) h 1j _ . ore if a Unit 19 If-. Yrt �`a a�hr ;� � �,-Sf � C' ,1,�--"' '. `=-�-f� tic �1...�' I I �^'-�� e�� =..'�.Rte-��1-i � ��1 �t �.�..d.Y7�.-��-..Y...�-.�.•A.J..�1 �-•S +.�� LETTER OF CREDIT-14-S591367 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 20 GRANDE RESERVE NORTH-NEIGHBORHOOD 2 PHASE 2-1(UNIT 20) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 1GO VUS) FILE:3405.02 es!012506.)ds DATE:01125106 REVISION:05102!06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B.SANITARY SEWER 1. 8'PVC SANITARY SEWER(SDR-26) 2,006 L.F. 20.00 40,120.00 100% 0.00 2. V PVC SANITARY SEWER(SDR-21) 197 L.F. 26.D0 5,122.00 100% 0.00 3. 12'PVC SANITARY SEWER(DR-1 B) 1,565 L.F. 40.00 62,600,00 100% 0.00 4. 48-MANHOLE TYPE A WIFRAME&LID 21 EA. 1,950.00 40,850.00 100% DAD 5. B'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 37 EA. 360,00 13,320.00 100% 0.00 6. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 26 Fro, 1,260.00 31,200,00 100% 0.00 7. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 8. 12'PLUG 1 EA. 250.00 250.00 10D% 0.00 9. 6'SERVICE RISER 33 VLF 25.00 5,225.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 430 L.F. 36.50 15,695.00 iDD% 0.00 11. TELEVISE MAINS 3,768 L.F. 1.00 3,768.00 10D% 0.00 TOTAL SANITARY SEWER S 218,250.00 $ C.WATERMAN 11 B'DUCTILE IRON WATER MAIN 4,352 L F. 21.00 91,392.00 1DD% q,Oq 2. B'VALVE&BOX 9 EA, 1.000.00 9.000.00 10D% 0.00 3. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 4. 1'TYPE K COPPER SERVICE,FAR 27 EA 600.00 16,200.00 1DD% 0 00 5. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 6. 1 EA. 250.00 250.00 1 DD% 0.00 7, FIRE HYDRANT 10 EA. 1,90000 19,000.00 1DD% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 195 L.F 17.50 3,412.50 100% 0.00 TOTAL WATER MAIN $ 151,054.50 $ Work Product For 01swsslon Pur mses Only D.STORM SEWER 1. 12'RCP 1,513 L.F. 19.00 28,747.00 IDD% 0.00 2. 15'RCP 888 L.F. 20.00 17,720.00 100% 0.00 3. 18'RCP 273 L.F. 24.00 8,552.00 100% 0.00 4. 18'RCP WIASTM C-443 JOINTS 153 L.F. 26.00 3,978.00 100% 0.00 5. 21"RCP 250 L.F. 26.00 8,858.00 100% 0.00 6. 24'RCP 397 L.F. 30.00 11,910.D0 10096 0.0 7. 24'RCP WIASTM C-443 JOINTS 174 L.F. 32.00 5,588.00 100% 0.00 8. 27'RCP WIASTM C-443 JOINTS 434 L.F. 36.00 15,624.00 100% 0.00 9. 30'RCP 117 L.F. 37.00 4,329.00 100% 0.00 1D. 36'RCP WIASTM C-443 JOINTS 65 L.F. 4900 4,165.00 100% 0.00 11. 42'RCP 152 L.F. 50.D0 7,600.00 100% 0,00 12. 42"RCP WIASTM C-443 JOINTS 95 L.F. 48.00 4,560.00 100% 0.00 13. 48'MANHOLE W/FRAME&LID 18 EA. 1,050.00 10,900.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 13 EA. 1,400 00 18,200.00 100% 0.00 15. 72'MANHOLE W!FRAME&LID 1 EA. 2,000.00 2,000.00 100% 0.00 16. 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0,00 17. 48"CATCH BASIN WI FRAME&GRATE 10 EA. 1,200.00 12,000.00 100% 0.00 18. 24'INLET TYPE A W/FRAME&GRATE 15 EA. 800.00 9,000.0 100% 0.00 19. 15'RCP FLARED END SECTION 0 EA 650.00 0.00 100% 0.00 20, 42"RCP FLARED END SECTION 1 EA 2,000.00 2.000.0 1 OD% 0,00 21. SUMP CONNECTION 64 EA 0.00 0.0 iDD% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 590 L F. 10.00 5,800.OD 100% 0.00 23. TELEVISE STORM SEWER 4,535 L.F. 1.75 7,936.25 100% 0.00 TOTAL STORM SEWER S 196,245.25 $ - Work Product For D1tta:slon Puroosos Only E. PAVING,CURBS,SIDEWALK 1. 1-11T BIT,CONC.SURFACE COURSE CL I,MIX C (66'ROW130'&B) 6,237 S.Y. 3.15 19,646.55 0% 19,646.55 2 1-112"BIT.CONC.SURFACE COURSE CI_I,MIX C (AYROW134'B-B) 4,622 S.Y. 3.15 15,189.30 100% 0.00 3. 2.112'BITUMINOUS CONCRETE BINDER COURSE (66'ROW13V&B) 6,237 S.Y. 3100 18,711.00 100% 0.00 4. 4-112`BITUMINOUS CONCRETE BINDER COURSE (70'ROW134'&B) 4,822 S Y. 5100 24,110.00 100% 0.00 5. 10"AGGREGATE BASE COURSE (68'ROW130'&B) 6,237 S.Y. 7.50 46,777.50 100% 0,00 6. 12'AGGREGATE BASE COURSE (70'ROW134'&B) 4,622 S.Y. 9.00 43,398.00 100% 0,00 7. 5'WIDE-5"PCC SIDEWALK W12'AGGREGATE 26,865 S.F. 3.25 87,311.25 0% 87,311.25 8. 2'BIT.GONG.SURFACE COURSE CL I,MIX C (10'BIKE PATH) 13,894 S.F. 3.50 48,929.00 100% 0.00 9. 8"AGGREGATE BASE COURSE(10'BIKE PATH) 13,894 S.F. 6.00 83,364.00 100% 0.00 10. 10'AGGREGATE BASE COURSE (1'BIKE PATH SHOULDER) 13,094 S.F. 7.50 104,205.00 100% 0.00 11 B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 7,170 L.F. 8.75 62,737.50 100% 0.00 Q. BACKFILL CURBS 7,170 L.F 1 W 7,170.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 11,059 S.Y. 0.75 8,29425 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 569,543.35 S 106,957.✓O F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. 11 EA. 4,5W.00 49500.00 D% 49500,00 TOTAL STREET LIGHTING S 49,500.00 S 49,500.00 G. LANDSCAPING 1. Street Trees' 24,558.00 0% 24,558.00 2. Buffer&Common Area 121,497.00 0% 121,497.00 3. Miscellaneous' 0 EA. 0.00 85,861.00 0% 85,861.00 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING ;231,918.00 $231,916.00 SUMMARY A. EXCAVATION A GRADING NIA WA S. SANITARY SEWER 219,250.00 0.00 C. WATERMAIN 151,054 50 0.00 D. STORM SEWER 195,245 25 0.00 E. PAVING,CURBS,SIDEWALK 569,543.35 106,957.80 F. STREET LIGHTING 49,500.00 49,500.00 G. LANDSCAPING 231,916.00 231,918.00 TOTAL 1,417,609.10 388,373.80 Plus 10% 141,750.91 38,837.38 1,659,260.01 427,211.18 Curren(LOG 709,697.33 Amount of Completed Work 359,114.00 Amount of Required 21,611.00 Transfer Obligation to Land Purthaser 216,135.00 Issue Check to City 0,00 Eliminate LOG or Transfer Obligalion to Future Builder 112,837,33 WcA Product For Olawsslnn Purposes Only Units) Covered By -� r LOC 14 -- S591367 �� Development Status �' - j •; `k Binder l.:i r UM E7'fltWzl�t-'•` J f`4 A Unit za r ?� 10k tI eA Del. ter. 7[ 11,k- �tml M ,' -{ F Op i..�.3"x.J_6 T l I' T-fir LETTER OF CREDIT-15-5598664 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-3(UNIT 22) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10/31)05) FILE:3405.05 eat 120605.xls DATE,12/DB/05 REVISION'05101/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. B"PVC SANITARY SEWER(SOR-26) 1,730 L.F. 20.00 34,600.00 0% 34600,00 2. 48"MANHOLE TYPE A WIFRAME&LID 10 EA. 1,950.00 19,500,00 0% 19,500,00 3. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 58 EA. 360.00 20,180.00 0% 20,160.00 4. SELECT GRANULAR BACKFILL(CA-7) 215 L.F. 36.50 7,847.50 0% 7847.50 5. 6"SERVICE RISER 38 V.F 25.00 950.00 0% 950.00 S. CONNECTION TO EXISTING 1 EA. 500.00 500.00 0% 500.00 7. TELEVISE MAINS 1,730 L.F. 1.00 1,730.00 0% 1,730.00 TOTAL SANITARY SEWER $ 65,287.60 $ 65,287.50 C. WATERMAN 1. B"DUCTILE IRON WATER MAIN 1,713 L F. 21.00 35,973,00 0% 35,973.00 2. B"VALVE&BOX 6 EA. 1,000.00 8,000.00 0% 8000.00 4. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800 00 0% 10,800.00 S. 1"TYPE K COPPER SERVICE,FAR 19 EA 600.00 11,400.00 0% 11,400.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 0% 500.00 7 FIRE HYDRANT 9 EA. 1,900.00 17,100.00 0% 17,100.00 TOTAL WATERMAIN $ 83,773.00 S 83,773.00 0. STORM SEWER 1. 12"RCP 736 L.F. 19.00 13,984 00 0% 13,984.00 2. 15"RCP 155 L.F. 20.00 3,100.00 0% 3,100.00 3 15"RCP WIASTM C-443 JOINTS 280 L.F 22.00 6,160.00 0% 6,160.00 4. 10"RCP WIASTM C-443 JOINTS 230 L.F. 26.00 5,980.00 0% 5,980.00 5. 46"MANHOLE W1 FRAME&LID 5 EA. 1,050.00 5,250.00 0% 5,250.00 6. 40"CATCH BASIN W/FRAME&GRATE 4 EA. 1,200.00 4,600.00 0% 4,800.00 7. 24"INLET TYPE A W/FRAME&GRATE 9 EA. 800.00 5,400.00 0% 5,400.00 e. SELECT GRANULAR BACKFILL(MAINLINE) 100 L.F. 10.00 1,000.00 0% 1,000.00 9. TELEVISE STORM SEWER 891 L.F. 1.75 1,559.25 0% 1,559.25 TOTAL STORM SEWER $ 47,233.25 S 47,233.25 Work Product For Discussion Punmes Onlr E. PAVING,CURBS,SIDEWALK 1 1-112"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'B-B) 2,958 S.Y. 3.15 9,317.70 0% 9,317.70 2. 2-112'BITUMINOUS CONCRETE BINDER COURSE (66'ROW(30'B-B) 2,958 S.Y. 3.00 8,874.00 0% 8,874.00 3. 10"AGGREGATE BASE COURSE (66'ROW130'B-B) 2,956 S Y. 7.50 22,185.00 0% 22,185.00 4. TEMPORARY PAVEMENT Z"SURFACE OVER B'AGGREGATE BASE COVER 130 S.Y. 9.50 1,235.00 0% 1,235.00 5. 5'WIDE-5'PCC SIDEWALK WI Z"AGGREGATE 9,000 S.F. 3.25 29,250.00 0% 29,250.00 6. RETAINING WALL 68 F.F. 25.00 1,700.00 0% 1,700.00 7. B6,12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 1,860 L.F. 8.75 16,275.00 0% 16,275.00 B. BACKFILL CURBS 1,860 L.F 1.00 1,860.00 0% 1,860.00 9, FINE GRADE STREET SUBGRADE 986 S.Y. 0.75 739.50 0% 739,50 TOTAL PAVING,CURBS,SIDEWALK $ 91,436.20 $ 91,436.20 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE X TRENCHING ETC 2 EA. 4,500.00 9,000.00 0% 9,000.00 TOTAL STREET LIGHTING $ 9,000.00 $ 9,000.00 G. LANDSCAPING 1. LANDSCAPING 53,636.00 0% 53,638.00 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $53,636.00 $63,638.00 SUMMARY A. EXCAVATION&GRADING NIA NIA B. SANITARY SEWER 85,287.50 85,267.50 C. WATERMAIN 83,773.00 83,773.00 0. STORM SEWER 47,233.25 47,233.25 E. PAVING,CURBS,SIDEWALK 91,436.20 91,436.20 F. STREET LIGHTING 9,000.00 9,000.00 G. LANDSCAPING 53,638.00 53,638.00 TOTAL 370,367.95 370,367.95 Plus 10% 37,036.60 37,036.80 407,404.75 407,404.75 Current LOC 407,404.75 Amount of Completed Work 278,162.00 Amount of Required 10,249.00 Transfer Obligation to Lend Purchaser 118,993.75 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Work Product ERr Digulsfon Purposes Only Units) Covered By ✓ r LOC — 15 — S598654 � Development Status ., Binder loot WSW pol >#t�.t-#+G5 �' l: ! r !��f Yf}I•T.^"""Tyr r �• � _ .:\_�{ /fib�� I* + _ — 1 i ,� •-�- ;,:-"`�iL fir►:�f s�� i �u' Adh €til�WaE �r 1 T e ; -fE.. ,t EA, i1 _•J~�'• Y. "� \�i ��; �E; yam— . _ Y ,-,..1 «A- -r- tea• E'^`� }, art Unit 225 I At LETTER OF CREDIT-16-S590433 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 1 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVE'ME'NT PLANS,PLAN DATE&225) FILE:3405.00 4 00 EROSION DATE:9112105 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 1 1. TOPSOIL EXCAVATION 170,680 C.Y. 1.60 273,086.00 35% 177,507.20 2. CLAY EXCAVATION 143,320 C.Y. 2.00 286,640.00 35% 186,316.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 70,735 C.Y. 1.95 137,933 25 50% 66,966.63 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.43 AC. 17,500.00 7,52500 80% 1,505.00 5. WET PRAIRIE SEEDING I PLANTING DETENTION BASINS 2412 AC, 2,700.00 7,614.00 80% 1,522.80 6. PRAIRIE SEEDING 1 PLANTING DETENTION BASINS 1.61 AC, 2,700.00 4,34700 80% 869.40 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC, 1 L.S. 16,000.00 16,000.00 40% 9,600.00 8. SILT FENCE 14,321 L.F. 1.25 17,901.25 50% 8,950.63 TOTAL NH 3 EXCAVATION&GRADING $ 761,048.50 $ 455,237.65 D. STORM SEWER 1. 12"RCP 43 L.F 17.00 731.00 0% 731.00 2. 24"RCP 692 L.F. 28.00 19,376.00 0% 19,376.D0 3. 30"RCP 885 L F 35.00 30,975.00 0% 30,975.D0 4. 36'RCP 267 L.F. 46.00 12,282.00 0% 12,282.00 5. 60"MANHOLE Wl FRAME&LID 12 EA. 1,400.00 16,800.00 0% 16,800.D0 6. 12"RCP FLARED END SECTION W/GRATE 1 EA. 650.00 650.00 0% 650.00 7. 24"RCP FLARED END SECTION Wl GRATE 2 EA. 820.00 1,640.00 0% 1,640.00 B. 30"RCP FLARED END SECTION WIG RATE 1 EA- 1,200.00 1,200.00 0% 1,200.00 9. 36"RCP FLARED END SECTION Wl GRATE 2 EA. 1,300.00 2,600.00 0% 2,600.00 10. SPECIAL STROM STRUCTURE 2 EA. 5,000.00 10,000.00 0% 10,000.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 40 L.F. 15.00 600.D0 0% 600.00 TOTAL STORM SEWER $ 96,854.00 $ 96,854.00 Work Product For Dlscusslon Purposes Only SUMMARY A. EXCAVATION d GRADING 751,048.50 455,237.65 B. STORM SEWER 96,854.00 96,554 00 TOTAL 847,902.60 552,091.65 Plus 10% 64,79025 55,209.17 932,692.75 607,300.62 Current LOC 654,912.65 Amount of Completed Work 0,00 Amount of Required 0,00 Transfer Obligation to Land Purchaser 0,00 Issue Check to City 20,000.00 Eliminate LOC or Transfer Obligation to Future Builder 634,912.65 Work Product For Discussion Purposes Only lk N• Unit(s) Covered By Y.r f. ` LOC 16 — 5590433 - ' ` r�" ►. Development Status - I I Unit 27 Unit 23 Varies by Phase �iiJ$ iRutr3'1 s It�'f r Unit 26 Opt- L ♦F n, ,yv ,��' �j': * l ,i tt ter--'°�"��Y' ��r f 'K'L•'•a- �,¢� �" t5f 'C'e�+h�at4w ,`'- ,, •��`<rr�.r�' � r Wt� '�- J`F �_— Y7 T LETTER OF CREDIT-17-5594363 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH NEIGHBORHOOD 1 PHASE 1-1(UNIT 23) YORKVILLE,ILLINOIS FILE:3405.01 FINAL 060746.)ds DATE:060706 REVISED: 08!03108 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8'PVC SANITARY SEWER(SDR-26) 2,547 L.F. 20.00 50,940.00 100% 0.00 2. 8-PVC SANITARY SEWER(SDR 21) 902 L.F. 26.00 25,792.00 10096 0.00 3. 8"PVC SANITARY SEWER(DR 18) 1,239 L.F. 36.00 44,604.00 100% 0.00 4. t2'PVC SANITARY SEWER(SDR 21) 210 L.F, 40.00 8,400.00 100% 0,00 5. 48"MANHOLE TYPE A WIFRAME&LID 30 EA, 1,950.00 58,500.00 100% 0.00 5. 48'MANHOLE TYPE A WIFRAME&LID,DROP CONNECTION 3 EA 3,500.00 10,500.00 100% 0.00 7, 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 54 EA 360.00 19,440.00 10D% 0.00 8. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 64 EA. 1,200.00 76,800,00 100% 0 00 9. 6'SERVICE RISER 145 V.F. 25.00 3,625.00 100% 0.00 10. CONNECT TO EXISTING 12"STUB t EA. 500.00 500.0 100% 0.00 11. PLUG&STUB FOR FUTURE CONNECTION 1 EA 250.00 250.00 100% 000 12. SELECT GRANULAR BACKFILL(CA-7) 1,715 L.F. 36,50 62,597.50 100% 0.00 11 TELEVISE MAINS 4,988 L.F. 1.00 4,988.00 100% 0.00 TOTAL SANITARY SEWER S 368,936.SO $ C. WATER MAIN t. 6"DUCTILE IRON WATER MAIN 146 L.F. 18.00 2,028.00 IDD% 0.00 2, 8'DUCTILE IRON WATER MAIN 7,252 L.F. 21.00 152,502.00 1DD% 0.00 3. 8'PLUG&STUB 3 EA. 250.00 750.00 100% 0.00 4. 8"VALVE&BOX 24 EA 1,000.00 24,000.00 100% 0.00 S. 1"TYPE K COPPER SERVICE,NEAR 48 EA 300,00 14,400.00 100% 0.00 8. 1'TYPE K COPPER SERVICE,FAR 70 EA 600 00 42,000.00 100% 0,00 7. FIRE HYDRANT 22 EA, 1,900.0 41,600.00 100% 0.00 9, DEPRESS WATER MAIN 24 EA. 500.00 12,000.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA, 500.00 500.00 100% 000 11. SELECT GRANULAR BACKFILL(MAINLINE) 1,351 EA. 17.50 23,642,50 100% 0.00 TOTAL WATER MAIN $ 714,222.50 i WoA Product For Oismssion Purposes On D. STORM SEWER 1. 4"PVC SUMP SERVICES 2,373 L.F. 12.00 28,476.00 100% 0.00 2. S'PVC FOR SUMP CONNECTION 1,584 L.F. 20.00 31,680,00 100% 0.00 3 12'RCP 2,289 L.F. 19.00 43,491.00 100% 0.00 4, 12'RCP Wl ASTM 0-443 JTS, 631 L.F. 20.00 12,620.00 100% 0.00 5. 15'RCP 1,108 LF 20.00 22,160.00 100% 0.00 6. 15'RCP WIASTM C-443 JTS. 250 L.F. 22.00 5,500.00 100% Q00 7. 18'RCP 864 LF 24.00 20,736.00 100% 0.00 8. 18'RCP W1 ASTM C-443 JTS, 199 L.F. 2600 5,174.00 100% 0.00 9. 21'RCP 813 LF 26.00 21,136.00 100% 0,00 10. 24"RCP 765 LF 30.00 22,950.00 100% 0.00 11. 27"RCP 1,448 LF 33.00 47,784.00 10096 0.00 12. 30'RCP 211 LF 37.00 7,807.00 100% 0.00 13. 3D"RCP WIASTM C-443 JOINTS 160 L.F. 40.00 6,400.00 100% 0.00 14. 36'RCP 1,801 L.F. 46.00 82,646.00 100% 0.00 15. 38"RCP WIASTM C-443 JOINTS 174 L.F. 49.00 6,526.00 100% 0.00 16. 42'RCP 1,021 L.F. 60.00 61,260.00 100% 0.00 17. 42'RCP Wl ASTM C-443 JTS. 139 L.F. 64.D0 6,896.00 100% 0,00 18. 48'MANHOLE Wl FRAME&LID 25 EA. 1,050.00 26,250.00 100% 0.00 19. 60"MANHOLE Wl FRAME&LID 36 EA. 1,400,00 50,400,00 100% 0,00 20, 72'MANHOLE WIFRAME&LID 9 EA. Z,ODO.00 16,000.00 100% 0.00 21. 84'MANHOLE WIFRAME&LID 6 EA 3,000.00 18,000.00 100% 0.00 22. 96"MANHOLE WIFRAME&LID 5 EA. 4,200.W 21,000.00 100% 0.00 23. 108'MANHOLE WIFRAME&LID 2 EA. 5,500.00 11,000.00 100% 0.00 24. 4'x f SLOPE GRATE RESTICTOR STRUCTURE 1 EA. 2,500.00 2,500.00 100% 0.00 25. 48"CATCH BASIN Wf FRAME&GRATE 33 EA. 1,200.00 39,600.00 100% 000 26. 60'CATCH BASIN Wf FRAME&GRATE 4 EA. 1,500.00 6,000.00 100% 0.00 27. 24'INLET TYPE A W!FRAME&GRATE 47 EA. 600.00 28,200.00 100% 0.00 28. 12"RCP FLARED END SECTION WI GRATE 1 EA 500 00 500,00 100% 0,00 29. 24'RCP FLARED END SECTION Wf GRATE 1 EA. 700.00 700.00 100% 0,00 30. 27'RCP FLARED END SECTION WI GRATE 1 EA. 820.00 820.00 100% 0.00 31. 38"RCP FLARED END SECTION Wf GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 32. 42'RCP FLARED END SECTION Wl GRATE 2 EA. 2,00100 4,000.00 100% 0.00 33. CONNECT TO EXISTING 1 EA. 300,00 300.00 100% 0.00 34. SELECT GRANULAR RACMLL(MAINLINE) 1,305 L.F. 10.00 13,050.00 100% 0.00 35. TELEVISE STORM SEWER 11,873 L.F. 115 20,777.75 100% 0.00 TOTAL STORM SEWER 5 700,041.75 $ - Work Prodod For Dk vwWon Pnroases On E. PAVING,CURBS,SIDEWALK 1. 1-1l2'BIT.CONC.SURFACE COURSE CL I,MIX 27,951 S Y. 3.15 C 88,045.85 0% 88,045.05 2. 2-112'BITUMINOUS CONCRETE BINDER 20,746 S.Y. 3.00 COURSE 62,238.00 100% 0.00 3. 4-112'BITUMINOUS CONCRETE BINDER 7,205 S.Y. 5.00 COURSE 36,025.00 100% 0.00 4. 10'AGGREGATE BASE COURSE 20,746 S.Y. 7.50 155,595.00 100% 0.00 5. 12'AGGREGATE BASE COURSE 7,205 S.Y. 9.00 84,84500 100% 0.00 6. S WIDE-5'PCC SIDEWALK WI 2' 67,589 S.F. 3.25 218,664.25 5% 208,881.04 7. 10'WIDE BIKE PATH-2'BIT.SURFACE WI B' 7,510 S.F. 950 AGGREGATE BASE COURSE 71,343.94 100% 0.00 8. 86,12 CONCRETE CURB&GUTTER WITH 4' AGGREGATE BASE 13,969 L.F. 8.75 122,22815 100% 0.00 9. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4'AGGREGATE BASE 3,853 L.F. 8.75 33,713.75 100% 0.00 10. GEOTEXTILE FABRIC 27,951 5 Y. 1.20 33,541 20 100% 0.00 11. BACKFILL CURBS 17,822 LF. 1.00 17,822.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 27,951 S.Y. 0.75 20,983.25 100% 0.00 13. 2'PVC ELECRTICAL SLEEVES 72 L.F. 14.50 1,044.00 100% 0.00 14. S PVC IRRIGATION SLEEVES 81 L.F. 18.00 1,458.00 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $928,52739 S296,726.89 F.STREET LIGHTING 1 STREET LIGHT 26 STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC. INCLUDE WIRE&TRENCHING ETC, 23 F-A. 3,000,00 69,000.00 90% 6,900.00 1. DOUBLE MAST STREET LIGHT 26 STANDARD, COMPLETE INCLUDE WIRE&TRENCHING, INCLUDE WIRE&TRENCHING ETC. 4 EA. 6,000.00 24,000.00 9D% 2,400.00 TOTAL STREET LIGHTING $ 93,000.00 $ 9,300.00 SUMMARY A. EXCAVATION&GRADING WA NIA B. SANITARY SEWER 366,936,50 0.00 C. WATERMAIN 314,222.50 0.00 D. STORM SEWER 700,041.75 0.00 E. PAVING,CURBS,SIDEWALK 928,527.79 296,726.69 F. STREET LIGHTING 93,000.00 9,300,00 TOTAL 2,402,720.54 306,026.69 Plus 10% 240,272.85 30,602.67 2,643,001.40 336,629.38 Current LOC 713,701.91 Amount of Completed Work 04,472.00 Amount of Required 96,850.00 Transfer Obligation to Lard Purchaser 217,847.00 Issue Check to City 0,00 Eliminale LOC or Transfer Obligation to Future Budder 314,532,91 Work fty4un For Phan0on Puroom On `. + Unit(s) Covered By LOC — 17 — S594383 r A- v J)--1;!! Development Status *' -- •. it rt Unit 23 Binder (fr 1S- 4YI �s � FI Oft• �� kA JI Old Ott Dri- _� l5``� .r'°• F"' -� .�� .-fir LfVx LETTER OF CREDIT-18-S594384 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 23 GRANDE RESERVE NORTH-NEIGHBORHOOD 1 &2 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 760,942.00 20% 506,753,60 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $760,942.00 $608,753.60 Plus 10% 76,094.20 60,875,38 837,036.20 669,628.96 Current LOC 837,036,20 Amount of Completed Work 152,188.00 Amount of Required 0,00 Transfer Obligation to Land Purchaser 684,848,20 Issue Check to City 0,00 Eliminate LOC or Transfer Obligation to Future Budder 0.00 WorkPrnduct For Otscussron Purposes Only Units) Covered By LOC 18 -- S594384 - .c' 1`s►._ + } Develo ment Status �. .'; -; F :` '�- zr.': �� • ;`I ::� ��. Unit 23 Binder 00hprrti 'f^r i Spat Del. ,�� it �,. ,.,J ��eelh F'• .�'" �—� �� -1. ice• r '�:#' .sr r• `1 F .l LI,11- S LETTER OF CREDIT-19-S590434 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 2 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE W&05) FILE:3405.00-4 00 EROSION DATE:9112105 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION&GRADING 1. TOPSOIL EXCAVATION 42,655 C.Y. 1.60 66,246.00 100% 0.00 2. CLAY EXCAVATION 10,350 C.Y. 2.00 20,700.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINSIOPEN SPACE 11,350 C.Y. 1.95 22,132.50 80% 4,426.50 4. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 4,000,00 4,000.00 40% 2,400.00 5 SILT FENCE 1,700 L.F. 1.25 2,125.00 50% 1,062.50 TOTAL $ 117,206.50 $ 7,889.00 Plus 10% 11,720.55 788,90 128,926.05 8,677.90 Current LOC 25,075.38 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminale LOC or Transfer Obligation to Future Builder 15,075.38 Work Product For Discussion Purposes Only Lr Units) Covered By LOC 19 S590434 1' �..�1.r; ., Development Status � � � �• y.�� : ' Varies by Phase Sxrl�Yx! •� '' �' j 't ' r r 144 t I Unit 21 1 �_ }�I 4u'�1.+N 4]•I�fa_ r' �_ � ri''f.r�° '.'�.T I Unit 20 ills it I�qq�', �IP's� l S. 41_Li�• (.��1_�1.1 x��1�� -; a [ C/ry ® Memorandum 4 To: Bart Olson,City Administrator EST, -visas From: Brad Sanderson, EEI o r,I CC: Krysti Barksdale-Noble, Community Dev. Dir. Eric Dhuse, Director of Public Works K-119 C.- '� Lisa Pickering, Deputy City Clerk CE Date: November 9, 2011 Subject: Grand Reserve-Letter.of Credit Analysis This memo report is to summarize our findings of the analysis of the letter of credit proposal prepared by Hearthstone dated September 28, 2011. Below you will find Hearthstone's original comments shown in italicized text, followed by our recommendations in bold type. Attached are spreadsheets detailing our recommended LC values along with detailed punchlists. Summary of Outstanding LC's LC 1 -5604197 Current Amount 450 00.0 • This is a houseline letter of credit for Units S, 14, 18, 20, 21, 22, 25, 26 & 27 to guarantee the completion of property corners, driveways and landscaping after each home is constructed. This LC should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 2-S585960 CurrentAmount-$31,68 • This is for mass grading of Unit 12 which is listed at 100% complete except for erosion control. The letter of credit has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder, this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 3-S587587 Current Amount-$46,,055 This is for outfall storm sewer for Unit 12 which is listed as 100% complete. The LC has already been reduced to 15% of the original amount plus 110% of the remaining work per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 4-S585959 Current Amount$41,688 • This is for mass grading of Unit 13 which is listed as 100% complete except for erosion control. The LC has already been reduced to 15% of the original amount per the annexation agreement. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 5-S587890 Current Amount-$278,746 This is the development bond for Unit 12 to cover the infrastructure construction. The current amount of the LC is $278,746 but $110,292 of additional work has been completed since the last reduction. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $110,000 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt $9,324, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $129,250 and eliminate $29,880 as remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 6-S594295 CurrentAmount-$21,000 This is a houseline letter of credit for Unit 12 to guarantee the completion of property comers, driveways and landscaping after each home is constructed This letter of credit should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 7-S587891_CurrentAmount-$371,870 This is the development bond for Unit 13 to cover the infrastructure construction. The current amount of the LC is $371,870 but $146,796 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $146,796 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$22,086, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $92,272 and eliminate $110,716 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 8-S594168 Current Amount-$31.500 This is a house line letter of credit for Unit 13 to guarantee the completion of property comers, driveways and landscaping after each home is constructed.. This letter of credit should be replaced by the purchaser/builder as it only relates to home construction. We are in agreement with the proposal. LC 9-S590245 Current Amount-$141,393 This is for mass grading of Units 14, 18, 19 & 25. Units 14, 18 & 19 are 100% complete and Unit 25 is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. The letter of credit has already been reduced to 18% of the original amount. Since all of the work is complete and there is no warranty obligation to the City this LC should be released. We are recommending that a $10.000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. In addition, the park site does not appear to be final graded. Unit 19 is also not platted. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 10-S591707 Current Amount-S226,73 • This is the development bond for Unit 14 to cover the infrastructure construction. The current amount of the LC is $226,732 but $81,228 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $81,228 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt$13,018, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $89,071 and eliminate $43,414 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 11 -S590244 Current Amount-$98,430 This is for mass grading of Units 15 & 22 which is listed at 100% complete. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation the City this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such a mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. In addition, the park site does not appear to be final graded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 12-S591705 Current Amount-$353,267 • This is the development bond for Unit 15 to cover the infrastructure construction. The current amount of the LC is $353,267 but $114,143 of additional work has been completed, With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $114,143 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$15,582, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $117,998 and eliminate $105,544 as remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 13-S591366 Current Amount-$33,003 • This is a landscaping bond for Unit 19 related to the detention and wetland. There is a punch list that outlines corrections that need to be made. We recommend completing the punch list and posting the remaining amount for maintenance such as mowing and erosion control. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Please refer- to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 14-S591367 Current Amount-$709,697 • This is the development bond for Unit 20 to cover the infrastructure construction. The current amount of the LC is $709,697 but $359,114 of additional work has been completed With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $359,114 for the additional work that has been completed and the remainder can be addressed as follows; complete the final lift of asphalt$21,611, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $216,135 and eliminate $112,83 7 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 15-S598664 CurrentAmount-$407L405 This is the development bond for Unit 22 to cover the infrastructure construction. The current amount of the LC is $407,405 but $278,162 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $278,162 for the additional work that has been completed and the remainder can be addressed as follows. Complete the final lift of asphalt $10,249, and transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder$118,994. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 16-S590433 Current Amount-$654,913 • This is for mass grading of Units 23, 26 & 27. Unit 23 is 100% complete and Units 26 & 27 are rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would be their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Easements need to be recorded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 17 S594383 Current Amount-$713.702 • This is the development bond for Unit 23 to cover the infrastructure construction. The current amount of the LC is $713,702 but $83,472 of additional work has been completed. With the exception of the final surface coat of asphalt the remaining work to be completed under this LC is sidewalks and landscaping which will be constructed as each home is built in the future. We are recommending that the LC first be lowered by $83,472 for the additional work that has been completed and the remaining can be addressed as follows; complete the final lift of asphalt$96,850, transfer the obligation to complete the sidewalk and landscaping to the purchaser/builder $217,847 and eliminate $315,533 as the remaining guarantee. We recommend that the LC be reduced, but not to the level suggested above due to lack of record drawings and remaining punchlist items. Please refer to the attached punchlist letter for additional detail. Galena Road Improvements are not completed. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. LC 18-S594384 Current Amount-$837,036 • This is the development bond for Unit 23 to cover the landscape construction. The current amount of the LC is $837,036 but $152,188 of additional work has been completed All of the remaining work is for landscaping which will be installed as each home is constructed. We are recommending that the LC first be lowered by $152,188 for the additional work that has been completed and the remainder be transferred to the purchaser/builder$684,848. We recommend that the LC be reduced, but not to the level suggested above. Please refer to the attached punchlist letter for additional detail. LC 19-S590434 Current Amount-$25,075 • This is for mass grading for Unit 20 which is 100% complete and Unit 21 which is rough graded and will not be developed in the future. The property was seeded and has vegetation for erosion control. Since all of the work is complete and there is no warranty obligation to the City, this LC should be released. We are recommending that a $10,000 cash payment be made to guarantee maintenance such as mowing and erosion control. Since the maintenance responsibility will transfer to the purchaser/builder this would become their obligation. We recommend that the LC not be released at this point, due to lack of record drawings to confirm detention volumes and concern over the condition of the stormwater basins. To date, only one monitoring report (three required) has been prepared. Easements need to be recorded. Please refer to the attached punchlist letter for additional detail. Once the punchlist items are addressed, these improvements could be accepted. Please note that after acceptance, a one-year maintenance guarantee in the amount of 10% of the approved EOPC must be on file with the City. If you have any questions or require additional information, please call. Grande Reserve LOC Summary and Status-EEI Recommendation November 9,2011 Eliminate LOC EEI EEI Amount Transfer Issue or'iransfer LOC Project Description Current Recommended Recommended of Required Obligation to Check to Obligation LOC NUMBER units Status Amount Amount Reduction Work BA Land Purchaser City to Future Builder 5,14,15,1.8,20, 1 S604197 21,22,25,26,27 Houseline $50,000 $50,000 $0 $0 $50,000 $0 $0 2 5585960 12 Ponds not Complete $31,689 $31,689 $0 $0 $31,689 $0 $0 3 5587587 12 outfall Storm Sewer $46,055 $37,374 $8,681 $0 $37,374 $0 $0 4 5585959 13,19 Ponds not Complete $41,688 $41,688 $0 $0 $41,688 $0 $0 5 S587890 12 Binder $278,746 $127,200 $151,546 $9,324 $127,200 $0 $0 6 5594295 12 Houseline $21,000 $21,000 $0 $0 $21,000 $0 $0 7 5587891 13 Binder $371,870 $188,576 $183,294 $22,086 $188,576 $0 $0 8 5594168 13 Houseline $31,500 $31,500 $0 $0 $31,500 $0 $0 9 5590245 14,18,19,25 Ponds not Complete $141,393 $141,393 $0 $0 $141,393 $0 $0 10 S591707 14 Binder $226,732 $147,431 $79,301 $13,018 $147,431 $0 $0 11 5590244 15,22 Ponds not Complete 1 $98,430 $98,430 $0 $0 $98,430 $0 $0 12 S591705 15 Binder $353,267 $248,631 $104,636 $15,582 $248,631 $0 $0 13 S591366 19 Landscaping $33,003 $33,003 $0 $33,003 $33,003 $0 $0 14 S591367 20 Binder $709,697 $393,647 $316,051 $21,611 $393,647 $0 $0 15 5598664 22 Binder 1 $407,405 $145,385 $262,020 $10,249 $145,385 $0 $0 16 5590433 23,26,27 Ponds not Complete $654,913 $100,000 $554,913 $0 $100,000 $0 $0 17 5594383 23 Binder $713,702 $563,944 $149,758 $96,850 $563,944 $0 $0 18 S594384 23 Landscaping $837,036 $783,770 $53,266 $0 $783,770 $0 $0 19 5590434 20,21 Varies $25,075 1 $25,075 1 $0 $0 $25,075 $0 $0 TOTAL $5,073,201 1 $3,209,737 1 $1,863,464 $221,723 $3,209,737 $o $0 LETTER OF CREDIT-1 -S604197 HOUSELINE BOND ALL UNITS GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 50,000.00 0% $50,000.00 n TOTAL $50,000.00 $50,000.00 Plus 10% 50,000.00 50,000.00 Current LOC 50,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 50,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-2-S585960 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9112/05 REVISED:10/13/05 Revised:1/10/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNITPRICE g�ggNSION COMPLETE COST B. EXCAVATION&GRADING,NH 5(UNIT 12)INCLUDING DETENTION BASIN 8N 1. TOPSOIL EXCAVATION 15,535 C.Y. 1.60 24,856.00 100% 0.00 2. CLAY EXCAVATION 57,316 C.Y. 2.00 114,632.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 11,251 CM 1.95 21,939.45 100% 0.00 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 6,07600 3,038.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 3.6 AC. 2,700.00 9,757.75 4,878.87 6. PRAIRIE SEEDING/PLANTING DETENTION 06 AC. 2,700.00 1,640.06 BASINS 820.03 7. CONSTRUCTION ENTRANCE 1 EA. 2,50000 2,500.00 100% 0.00 8. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, 1 L.S. 5,000.00 5,000.00 1,250.00 9. SILT FENCE_ 3,033 L.F. 1.25 3,791.25 100% 0.00 TOTAL 190,192.51 9,986.90 Plus 10% 19,019.25 998.69 209,211.76 10,985.59 Current LOC 31,688,59 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 21,688.59 Remaining Work 10,985.59 Retainage(15%) 28,528.88 EEI Recommend LOC Value 31,688.59 Possible Reduction Value LETTER OF CREDIT-3-S587587 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA Outtall Storm Sewer YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST C.OUTFALL STORM SEWER 1. MANHOLE(60"DIA.) 9 EA. 1,800.00 16,200.00 100% 0.00 2. MANHOLE(72"DIA.) 2 EA. 2,800.00 5,600.00 100% 0.00 3. CATCH BASIN(60"DIA.) 2 EA. 1,500.00 3,000.00 100% 0.00 4. 30"FES W/GRATE 5 EA. 1,100.00 5,500.00 100% 0.00 5. 36"FES W/GRATE 1 EA. 1,300.00 1,300.00 100% 0.00 6. 12"RCP 14 L.F. 19.00 266.00 100% 0.00 7. 15"CMP 170 L.F. 28.00 4,760.00 100% 0.00 8. 15"RCP 21 L.F. 20.00 420.00 100% 0.00 9. 30"RCP 389 L.F. 42.00 16,338.00 100% 0.00 10. 36"RCP 2,616 L.F. 52.00 136,032.00 100% 0.00 11. SPECIAL STORM STRUCTURE 4 EA. 7,500.00 30,000.00 100% 0.00 12. SELECT GRANULAR TRENCH BACKFILL 127 L.F. 15.00 1,905.00 100% 0.00 13. CONNECT TO EXISTING MH 1 EA. 1,000.00 1,000.00 100% 0.00 14. RESTORATION 51 L.F. 200 10,200.00 100% 0.00 15. ROAD R.O.W.RESTORATION 2 EA. 3,750.00 7,500.00 100% 0.00 15. SEDIMENT PROTECTION _ 1 EA. 9,137.74 9,137.74 100% 0.00 TOTAL 249,158.74 0.00 Plus 10% 24,915.87 0.00 274,074.61 0.00 Current LOC 46,054.66 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 36,054.66 Remaining Work 0.00 Retainage(15%) 37,373.81 EEI Recommend LOC Value 37,373.81 Possible Reduction Value 8,680.85 LETTER OF CREDIT-4-S585959 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13&19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 Revised:1110/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 37,416 C.Y. 160 59,865.60 100% 0.00 2. CLAY EXCAVATION 52,241 C Y. 2.00 104,482.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 15,143 C Y. 1.95 29,528.85 100% 000 4. TEMPORARY SEEDING WITHIN DETENTION BASINS/ OPEN SPACES 4.71 AC. 1,300.00 6,123.00 100% 0.00 5. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.2 AC 17,500.00 4,284,00 50% 2142.00 6, WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 1.1 AC. 2,70000 3,083.67 50% 1541.84 7. PRAIRIE SEEDING I PLANTING DETENTION BASINS 0.4 AC 2,700.00 1,207.44 50% 603.72 8. CONSTRUCTION ENTRANCE 1 EA 2,500.00 2,500.00 100% 0.00 9. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 LS 10,000.00 10,000.00 75% 2500.00 10. SILT FENCE 6,787 L.F. 1.25 8,483.75 75% 2120.94 TOTAL 229,558.31 8,908.49 Plus 10% 22,955.83 890.85 252,514.14 9,799.34 Current LOC 41,688.28 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 31,688.28 Remaining Work 9,79934 Retainage(15%) 34,433.75 EEI Recommend LOC Value 41,688.28 Possible Reduction Value - LETTER OF CREDIT-5-S587890 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 12 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xis DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 1,081 L.F. 20.00 21,620.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR-21) 189 L.F. 30.00 5,670.00 100% 0.00 3. 48"MANHOLE TYPE A W/FRAME&LID 11 EA. 1,950.00 21,450.00 100% 0.00 4, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.00 100% 0.00 5_ 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 0 EA. 1,200.00 0.00 100% 0.00 6. 8"PLUG 3 EA. 250.00 750.00 100% 0.00 7. SELECT GRANULAR BACKFILL(CA07) 160 L.F. 36.50 5,840.00 100% 0.00 8. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,500.00 100% 0.00 9. TELEVISE MAINS 1,270 L.F. 1.00 1,270.00 100% 0.00 TOTAL SANITARY SEWER $ 67,100.00 $ C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 1,186 L.F. 21.00 24,906.00 100% 0.00 2. 8"VALVE&BOX 3 EA. 1,000.00 3,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W/60" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 20 EA 300.00 6,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 6. 8"PLUG 3 EA. 250.00 750.00 100% 0.00 7. FIRE HYDRANT 2 EA. 1,900.00 3,800.00 100% 0.00 8. FLUSHING FIRE HYDRANT 2 EA. 1,200.00 2,400.00 100% 0.00 9. SELECT GRANULAR BACKFILL(MAINLINE) 246 EA. 17.50 4,305.00 100% 0.00 TOTAL WATERMAIN $ 49,161.00 $ - D. STORM SEWER 1. 12"RCP 640 L.F. 16.00 10,240.00 100% 0.00 2. 12"RCP W/ASTM C-443 JOINTS 46 L.F. 18.00 828.00 100% 0.00 3. 15"CMP 84 L.F. 14.00 1,176.00 100% 0.00 4. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 5. 18"RCP 40 L.F. 19.00 760.00 100% 0.00 6. 18"RCP W/ASTM C-443 JOINTS 157 L.F. 21.00 3,297.00 100% 0.00 7. 21"RCP 24 L.F. 25.00 600.00 100% 0.00 8. 24"RCP W/ASTM C-443 JOINTS 144 L.F. 30.00 4,320.00 100% 0.00 9. 27"RCP 54 L.F. 33.00 1,782.00 100% 0.00 10. 30"RCP 166 L.F. 38.00 6,308.00 100% 0.00 11. 30"RCP W/ASTM C-443 JOINTS 129 L.F. 40.00 5,160.00 100% 0.00 12. 36"RCP 168 L.F. 42.00 7,056.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 3 EA. 1,050.00 3,150.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 10 EA. 1,430.00 14,300.00 100% 0.00 15. 48"CATCH BASIN W/FRAME&GRATE 3 EA. 1,300.00 3,900.00 100% 0.00 16. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A W/FRAME&GRATE 4 EA. 600.00 2,400.00 100% 0.00 18. 36"RCP FLARED END SECTION 1 EA 1,500.00 1,500.00 100% 0.00 19. 12'PLUG 3 EA. 250.00 750.00 100% 0.00 20. 15"PLUG 2 EA. 250.00 500.00 100% 0.00 21. 18"PLUG 2 EA. 250.00 500.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 390 L.F. 10.00 3,900.00 100% 0.00 23. TELEVISE STORM SEWER 2,357 L.F. 1.75 4,124.75 100% 000 TOTAL STORM SEWER $ 79,061.75 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I, MIX C 2,691 S.Y. 3.15 8,476.65 0% 8,476.65 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE 1,284 S.Y. 3.00 3,852.00 100% 0.00 3. 6"BITUMINOUS CONCRETE BINDER 1,407 S.Y. 5.00 7,035.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 1,284 S.Y. 7.50 9,630.00 100% 0.00 5. 16"AGGREGATE BASE COURSE 1,407 S.Y. 12.00 16,884.00 100% 000 6. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 437 S.Y. 9.50 4,151.50 100% 000 7. 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 8,620 S.F. 3.75 32,325.00 8,081.25 8. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 2,021 L.F. 12.00 24,252.00 100% 0.00 9. REVERSE PITCH B61.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 703 L.F. 12.00 8,436.00 100% 0.00 10. GEOTEXTILE FABRIC 2,691 S.Y. 1.20 3,229.20 100% 0.00 11. BACKFILL CURBS 2,724 EA. 1.00 2,724.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 2,691 S.Y 075 2,018.25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 123,013.60 $ 16,557.90 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. 3 EA. 4,500.00 13,500.00 1.00% 0.00 TOTAL STREET LIGHTING $ 13,500.00 - G. LANDSCAPING Street Trees 43,487.00 75% 10,871.75 Buffer&Common Area 90,536.00 75% 22,634.00 1. Miscellaneous ' 0 EA. 0.00 27,235.00 75% 6,808.75 ' ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $161,258.00 $40,314.50 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 67,100.00 0.00 C. WATERMAIN 49,161.00 0.00 D. STORM SEWER 79,061.75 0.00 E. PAVING,CURBS,SIDEWALK 123,013.60 16,557.90 F. STREET LIGHTING 13,500.00 0.00 G. LANDSCAPING 161,258.00 40,314.50 TOTAL 493,094.35 56,872.40 Plus 10% 49,309.44 5,687.24 542,403.79 62,559.64 Current LOC 278,745.82 Amount of Completed Work 110,292.00 Amount of Required 9,324.00 Transfer Obligation to Land Purchaser 129,250.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 29,879,82 Remaining Work 62,559.64 Retainage(15%) 73,964.15 Credit for Final Surface (9,324.00) EEI Recommend LOC Value 127,199.79 Possible Reduction Value 151,546.03 LETTER OF CREDIT-6-S594295 HOUSELINE BOND UNIT 12 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EX-ENSION COMPLETE COST 1. HOUSELINE BOND 21,000.00 0% $21,000.00 TOTAL $21,000.00 $21,000.00 Plus 10% _ 21,000.00 21,000.00 Current LOC 21,000.00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 21,000.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-7-S587891 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR Unit 13 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 3 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.xls DATE:9/12/05 REVISED:10113/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 450 L.F. 20.00 9,000.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR-21) 560 L.F. 30.00 16,800.00 100% 0.00 3. 12"PVC SANITARY SEWER(SDR-21) 814 L.F. 40.00 32,560.00 100% 0.00 4. 48"MANHOLE TYPE A W/FRAME&LID 8 EA, 1,950.00 15,600.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID 1 EA. 3,500.00 3,50000 100% 0.00 6. INSTALL DROP STRUCTURE 1 EA. 5,000.00 5,000.00 100% 0.00 7, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 20 EA. 450.00 9,000.00 100% 0.00 8, 6"SANITARY SERVICE COMPLETE, INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 16 EA. 1,200.00 19,200.00 100% 0.00 9. 8"PLUG 2 EA. 250.00 500.00 100% 0.00 10. 12"PLUG 1 EA. 250.00 250.00 100% 0.00 11. OPEN CUT PAVEMENT 22 L.F. 100.00 2,200.00 100% 0.00 12. ROW RESTORATION 1 L.S. 2,500.00 2,500.00 100% 0.00 13. SELECT GRANULAR BACKFILL(CA07) 292 L.F. 36.50 10,658.00 100% 0.00 14. TELEVISE MAINS 1,824 L,F. 1.00 1,824.00 100% 0.00 TOTAL SANITARY SEWER $ 128,592.00 $ - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 292 L.F. 21.00 6,132.00 100% 0.00 2. 10"DUCTILE IRON WATER MAIN 1,756 L.F. 25.00 43,900.00 100% 0.00 3. 8"PLUG 2 EA. 250.00 500.00 100% 0.00 4. 10"PLUG 1 EA. 250.00 250.00 100% 0.00 5. 8"VALVE&BOX 1 EA. 1,000.00 1,000.00 100% 0.00 6. 10"VALVE&BOX 5 EA. 2,500.00 12,500.00 100% 0.00 7. 10"X 16"PRESSURE CONNECTION W/60" VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 8. CONNECT TO EXISTING 1 EA. 500.00 500.00 100% 0.00 9. 1"TYPE K COPPER SERVICE,NEAR 4 EA. 300.00 1,200.00 100% 0.00 10. 1"TYPE K COPPER SERVICE,FAR 32 EA. 600.00 19,200.00 100% 0.00 11. FIRE HYDRANT 6 EA. 1,900.00 11,400.00 100% 0.00 12 SELECT GRANULAR BACKFILL(MAINLINE) 260 EA. 17.50 4,550.00 100% 0.00 13. OPEN CUT PAVEMENT 26 L.F. 100.00 2,600.00 100% 0.00 14. ROW 1 L.S. 2,500.00 _ 2,500.00 100% 0.00 TOTAL WATERMAIN $ 110,232.00 $ D. STORM SEWER 1. 12"RCP 1,179 L.F. 16.00 18,864.00 100% 0.00 4. 15"RCP 220 L.F. 17.00 3,740.00 100% 0.00 5. 30"RCP 30 L.F. 38.00 1,140.00 100% 0.00 6. 30"RCP W/ASTM C-443 JOINTS 305 L.F. 50.00 15,250.00 100% 000 7. 36"RCP 729 L.F. 42.00 30,618.00 100% 0.00 8. 36"RCP W/ASTM C-443 JOINTS 147 L.F. 58.00 8,526.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 1 EA. 1,430.00 1,430.00 100% 0.00 72"MANHOLE W/FRAME&LID 6 EA. 2,000.00 12,000.00 100% 0.00 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 15. 48"CATCH BASIN W/FRAME&GRATE 6 EA. 1,300.00 7,800.00 100% 0.00 16. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 2,000.00 2,000.00 100% 0.00 17. 24"INLET TYPE A W/FRAME&GRATE 7 EA. 600.00 4,200.00 100% 0.00 18. 36"RCP FLARED END SECTION 2 EA 1,500.00 3,000.00 100% 0.00 20. 15"PLUG 1 EA. 250.00 250.00 100% 0.00 21. 30"PLUG 3 EA. 250.00 750.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 241 L.F. 10.00 2,410.00 100% 0.00 23, TELEVISE STORM SEWER 2,610 L.F. 1.75 4,567.50 100% 0.00 TOTAL STORM SEWER $ 123,745.50 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I, MIX C 6,374 S.Y. 3.15 20,078.10 0% 20,078.10 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE 3,336 S.Y. 3.00 10,008.00 100% 0.00 3. 4-1/2"BITUMINOUS CONCRETE BINDER COURSE 3,038 S.Y. 5.00 15,190.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 3,336 S.Y. 7.50 25,020.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 3,038 S.Y. 9.00 27,342.00 100% 0.00 6 TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 344 S.Y. 9.50 3,268.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK W/2" AGGREGATE 12,644 S.F. 3.75 47,415.00 70% 14,224.50 BIKE PATH 2"SURFACE W/8"STONE BASE 691 S.Y. 9.50 6,564.50 100% 0.00 8. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 4,670 L.F. 12.00 56,040.00 100% 0.00 9. REVERSE PITCH 861.2 CONCRETE CURB& GUTTER WITH 4"AGGREGATE BASE 533 L.F. 12.00 6,396.00 100% 0.00 10. GEOTEXTILE FABRIC 6,374 S.Y. 1.20 7,648.80 100% 0.00 ti. BACKFILL CURBS 5,203 EA. 1.00 5,203.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 6,374 S.Y. 0.75 4,780.50 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 234,953.90 $ 34,302.60 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE NCLUDE WIRE&TRENCHING ETC 8 EA. 4,500.00 36 000.00 100% 0.00 TOTAL STREET LIGHTING $ 36,000.00 $ - G. LANDSCAPING 1• Street Trees° 35,229.00 70% 10,568.70 2. Buffer&Common Area i 89,403.00 70% 26,820.90 3. Miscellaneous` 0 EA. 0.00 37,662.00 70% 11,298.60 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $162,294.00 $48,688.20 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 128,592.00 0.00 C. WATERMAIN 110.232.00 0.00 D. STORM SEWER 123,745.50 0.00 E. PAVING,CURBS,SIDEWALK 234,953.90 34,302.60 F. STREET LIGHTING 36,000.00 0.00 G. LANDSCAPING 162,294.00 48,688.20_ TOTAL 795,817.40 82,990.80 Plus 10% 79,581.74 8,299.08 875,399.14 91,289.88 Current LOC 371,870.36 Amount of Completed Work 146,796.00 Amount of Required 22,086.00 Transfer Obligation to Land Purchaser 92,272.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 110,716.36 Remaining Work 91,289.88 Retainage(15%) 119,372.61 Credit for Final Surface (22,086.00) EEI Recommend LOC Value 188,576.49 Possible Reduction Value 183,293.87 LETTER OF CREDIT-8-S594168 HOUSELINE BOND UNIT 13 GRANDE RESERVE NORTH ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST 1. HOUSELINE BOND 31,500.00 0% $31,500.00 TOTAL $31,500.00 $31,500.00 Plus 10% 31,500.00 31,500.00 Current LOC 31,500 00 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 31,500.00 Issue Check to City 0.00 ECiminate LOC or Transfer Obligation to Future Builder 000 LETTER OF CREDIT-9-S590245 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 14,18,25&19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREA MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 88,860 C.Y. 1.60 142,176.00 100% 000 2. CLAY EXCAVATION 135,917 C.Y 2.00 271,834.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 50,788 C Y 1.95 99,036.60 34,662.81 4. EMERGENT SEEDING I PLANTING IN DETENTION BASINS 0.6 AC. 17,500 00 10,500.00 5250.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 13.5 AC 2,700.00 36,450.00 18225.00 6. PRAIRIE SEEDING I PLANTING DETENTION BASINS 1.9 AC 2,700.00 5,130.00 2565.00 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 10,000.00 10,000.00 50% 5,000.00 8. SILT FENCE 39,616 L.F. 1.25 49,519.48 75% 12,379 87 TOTAL 624,646.08 78,082.68 Plus 10% 62,464.61 7,808.27 687,110.68 85,890.95 Current LOC 141,393.37 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 131,393.37 Remaining Work 85,890.95 Retainage(15%) 93.696.91 EEI Recommend LOC Value 141,393.37 Possible Reduction Value - LETTER OF CREDIT-10-S591707 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR-UNIT 14 GRANDE RESERVE NORTH NEIGHBORHOOD 3 PHASE 3-2(UNIT 14) YORKVILLE,ILLINOIS FILE:3405.03finalest 0321056.xis DATE:03/21/06 REVISED: 05/05/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE _ EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 188 L.F. 20.00 3,760.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR 26)ASTM 2241 369 L.F. 22.00 8,118.00 100% 0.00 3. 8"PVC SANITARY SEWER(SDR 21) 385 L.F. 26.00 10,010.00 100% 000 4. 48"MANHOLE TYPE A W/FRAME&LID 6 EA. 1,950.00 11,700.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID,DROP STRUCTURE 1 EA. 3,500.00 3,500.00 100% 0.00 6. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 11 EA 360.00 3,960.00 100% 0.00 7. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 33 EA 1,200.00 39,600.00 100% 0.00 8. 6"SERVICE RISER 80 V.F. 25.00 2,000.00 100% 0.00 9. CONNECT TO EXISTING 8"SEWER 1 EA, 500.00 500.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 373 L.F. 36.50 13,614.50 100% 0.00 11. TELEVISE MAINS 942 L.F. 1.00 942.00 100% 0.00 TOTAL SANITARY SEWER $ 97,704.50 $ - C. WATER MAIN 1. 6"DUCTILE IRON WATER MAIN 51 L.F. 18.00 91800 100% 0.00 2. 8"DUCTILE IRON WATER MAIN 1,356 L.F. 21.00 28,476.00 100% 0.00 3. 8"PLUG&STUB 0 EA. 250.00 0.00 100% 0.00 4. 8"VALVE&BOX 2 EA. 1,000.00 2,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,NEAR 44 EA 300.00 13,200.00 100% 0.00 6. 1"TYPE K COPPER SERVICE,FAR 0 EA 600.00 0.00 100% 0.00 7. FIRE HYDRANT 3 EA. 1,900.00 5,70000 100% 0.00 8. FLUSHING HYDRANT 0 EA. 900.00 0.00 100% 0.00 9. DEPRESS WATER MAIN 3 EA. 500.00 1,500.00 100% 0.00 10. CONNECT TO EXISTING WATER MAIN 1 EA. 500.00 500.00 100% 0.00 11 SELECT GRANULAR BACKFILL(MAINLINE) 128 EA. 17.50 2,24000 100% 0.00 TOTAL WATER MAIN $ 54,534.00 $ D. STORM SEWER 1. 8"PVC SUMP CONNECTION 979 L.F. 12.00 11,748.00 100% 0.00 2. 12"RCP 288 L.F. 19.00 5,472.00 100% 0.00 3. 12"RCP W/ASTM C-443 JTS. 104 L.F. 20.00 2,080.00 100% 0.00 4. 15"RCP 217 LF 20.00 4,340.00 100% 0.00 5. 15"RCP W/ASTM C-443 JTS. 151 LF. 22.00 3,322.00 100% 0.00 6. 18"RCP 82 LF 24.00 1,968.00 100% 0.00 7, 18"RCP W/ASTM C-443 JTS. 0 L.F. 26.00 0.00 100% 0.00 8. 21"RCP 302 LF 26.00 7,852.00 100% 0.00 9. 21"RCP W/ASTM C-443 JTS,. 0 L.F. 29.00 0.00 100% 0.00 10. 24"RCP 0 LF 30.00 0.00 100% 0.00 11. 27"RCP 443 LF 33.00 14,619.00 100% 0.00 12. 27"RCP W/ASTM C-443 JTS. 0 L.F. 36.00 0.00 100% 0.00 13. 30"RCP 617 LF 37.00 22,829.00 100% 0.00 14. 30"RCP W/ASTM C-443 JOINTS 149 LF. 40.00 5,960.00 100% 0.00 15 36"RCP 0 L.F. 47.00 0.00 100% 0.00 16. 42"RCP 0 LF. 60.00 0.00 100% 0.00 17. 48"MANHOLE W/FRAME&LID 4 EA. 1,050.00 4,200.00 100% 0.00 18, 60"MANHOLE W/FRAME&LID 7 EA. 1,400.00 9,800.00 100% 0.00 19. 72"MANHOLE W/FRAME&LID 2 EA. 2,000.00 4,000.00 100% 0.00 20 48"CATCH BASIN W/FRAME&GRATE 5 EA. 1,200.00 6,000,00 100% 0.00 21. 60"CATCH BASIN W/FRAME&GRATE 0 EA. 1,500.00 0.00 100% 0.00 22. 24"INLET TYPE A W/FRAME&GRATE 5 EA. 600.00 3,000.00 100% 0.00 23. 24"RCP FLARED END SECTION W/GRATE 0 EA. 1,500.00 0,00 100% 0.00 24 8"PVC CLEANOUT FOR SUMP CONNECTION 6 EA. 300.00 1,800.00 100% 0.00 25. 42"RCP FLARED END SECTION W/GRATE 0 EA. 1,500.00 0.00 100% 0.00 26. 36"PLUG 0 EA. 300.00 0.00 100% 0.00 27. CONNECT TO EXISTING 4 EA. 300.00 1,200.00 100% 0.00 28. SELECT GRANULAR BACKFILL(MAINLINE) 166 L.F. 10.00 1,660.00 100% 0.00 29 TELEVISE STORM SEWER 3,332 L.F. 1.75 5,831.00 100% 0.00 TOTAL STORM SEWER $ 117,681.00 $ " E. PAVING,CURBS,SIDEWALK 1 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX 3,757 S.Y. 115 11,834,55 C 0% 11,834.55 2. 2-1/2"BITUMINOUS CONCRETE BINDER 3,757 S.Y. 3.00 11,271.00 COURSE 100% 0.00 3. 10"AGGREGATE BASE COURSE 3,757 S.Y. 7.50 28,177.50. 100% 0.00 4. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 9,015 S.F. 3.25 29,298.75 50% 14,649.38 5. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 1,670 L.F. 8.75 14,612.50 100% 0.00 6. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4"AGGREGATE BASE 506 L.F. 8.75 4,427.50 100% 0.00 7. GEOTEXTILE FABRIC 3,757 S Y 1.20 4,508.40 100% 0.00 8. BACKFILL CURBS 2,176 L F. 1 00 2,176.00 100% 0.00 9. FINE GRADE STREET SUBGRADE 3,757 S . 0.75 2,817.75 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $109,123.95 $26,483.93 F.STREET LIGHTING 1 S`f REET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. INCLUDE WIRE&TRENCHING ETC. 5 EA 3000.00 15,000.00 100% 0.00 TOTAL STREET LIGHTING $ 15,000.00 $ - G. LANDSCAPING 1 Street Trees 16,822.00 50% 8,411.00 2 Buffer&Common Area" 17,801.00 50% 8,900.50 3. Miscellaneous' 0 EA. 0.00 68,535.00 50% 34,267.50 ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPtNO $103,158.00 $51,579.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 97,704.50 0.00 C. WATERMAIN 54,534.00 0.00 D. STORM SEWER 117,681.00 0.00 E. PAVING,CURBS,SIDEWALK 109,123.95 26,483.93 F. STREET LIGHTING 15,000.00 0.00 G. LANDSCAPING 103,158.00 51,579.00 TOTAL 497,201.45 78,062.93 Plus 10% 49,720.15 7,806.29 546,921.60 85,869.22 Current LOC 226,731.97 Amount of Completed Work 81,228.00 Amount of Required 13,018.00 Transfer Obligation to Land Purchaser 89,071.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 43,414.97 Remaining Work 85,869.22 Retainage(15%) 74,580 22 Credit for Final Surface (13,018.00) EEI Recommend LOC Value 147,431 44 Possible Reduction Value 79,300.54 LETTER OF CREDIT-11 -S5902" ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15&22 GRANDE RESERVE NORTH-NEIGHBORHOOD 3&5 MODEL AREAS NEIGHBORHOOD 5 YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 8126105) FILE:3405.05 est 091205.x1s DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT A. EXCAVATION&GRADING,NH 3 1. TOPSOIL EXCAVATION 132,048 C.Y. 1.60 211,276.80 100% 0.00 2. CLAY EXCAVATION 40,504 C.Y. 2.00 81,008.00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 40,150 C.Y. 1.95 78,292.50 75% 19,573.13 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.3 AC. 17,500.00 5,250.00 50% 2625.00 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 49 AC. 2,700.00 13,230.00 50% 6615.00 6. PRAIRIE SEEDING/PLANTING DETENTION 1.6 AC. 2,700.00 4,320.00 BASINS 50% 2160.00 7. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE,ETC. 1 L.S. 7,000.00 7,000.00 50% 3,500.00 8. SILT FENCE 7,397 L.F. 1.25 9,246.25 75% 2,311.56 TOTAL 409,623.55 36,784.69 D. STORM SEWER 1. 60"MANHOLE W/FRAME&LID 1 EA. 1,400.00 1,400.00 100% 0.00 2. 60"CATCH BASIN W/FRAME&GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 3. 15"RCP FLARED END SECTION 1 EA. 650.00 650.00 100% 0.00 4. 24"RCP FLARED END SECTION 1 EA. 820.00 820.00 100% 0.00 5. 36"RCP FLARED END SECTION 1 EA. 1,300.00 1,300.00 100% 0.00 6. 15"RCP 30 L.F. 17.00 510.00 100% 0.00 7. 24"RCP 19 L.F. 28.00 532.00 100% 0.00 8. 36"RCP 525 L.F. 46.00 24,150.00 100% 0.00 9. 42"RCP 42 L.F. 57.00 2,394.00 100% 0.00 10. SPECIAL STORM STRUCTURE 2 EA. 5,000.00 10,000.00 100% 0.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 30 L.F. 15.00 450.00 100% 0.00 12. CONNECT TO EXISTING 1 EA. 1,000.00 1,000.00 100% 0.00 13. ROW RESTORATION 2 EA. 2,500.00 5,00000 100% 0.00 TOTAL STORM SEWER $ 49,706.00 $ SUMMARY A. EXCAVATION&GRADING 409,623.55 36,784.69 C. STORM SEWER 49,706.00 0.00 TOTAL 459,329.55 36,784.69 Plus 10°% 45,932.96 3,678.47 505,262.51 40,463.16 Current LOC 98,429.89 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 88,429,89 Remaining Work 40,463.16 Retainage(15%) 68,899.43 EEI Recommend LOC Value 98,429.89 Possible Reduct'on Value - LETTER OF CREDIT-12-S591705 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 15 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-2(UNIT 15) YORKVILLE,ILLINOIS (BASED ON PLANS BYCGL,LTD.DATED 10131105) FILE:3405.05 est 120605.x1s DATE:12/06/05 REVISION:05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,743 L.F. 20.00 54,860.00 100% 0.00 2. 48"MANHOLE TYPE A W/FRAME&LID 20 EA, 1,950.00 39,000.00 100% 0.00 3. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELEC f GRANULAR BACKFILL-NEAR 65 EA 360.00 23,400.00 100% 0.00 4. 6'SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 23 EA. 950.00 21,850.00 100% 0.00 5. SELECT GRANULAR BACKFILL(CA-7) 342 L.F. 36.50 12,483.00 100% 0.00 6. 6"SERVICE RISER 209 V.F 25.00 5,225.00 100% 0.00 7. CONNECT TO EXISTING MANHOLE 1 EA. 1,500.00 1,50000 100% 0-00 8. TELEVISE MAINS 2,743 L.F 1.00 2,743.00 100% 0.00 TOTAL SANITARY SEWER $ 161,061.00 $ - C. WATERMAN 1 8"DUCTILE IRON WATER MAIN 2,542 L.F. 21.00 53,382.00 100% 0.00 2. 8"VALVE&BOX 12 EA. 1,000.00 12,000.00 100% 0.00 3. 8"X 16"PRESSURE CONNECTION W/60"VAULT 1 EA. 4,000.00 4,000.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 71 EA 300.00 21,300.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 14 EA 600.00 8,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA- 500.00 500.00 100% 0.00 7. FIRE HYDRANT 11 EA. 1,900.00 20,900.00 100% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 275 L.F 17.50 4,812.50 100% 0.00 TOTAL WATERMAIN $ 125,294.50 $ D. STORM SEWER 1 12"RCP 474 L.F. 19.00 9,006.00 100% 0.00 2. 15"RCP 368 L.F. 20.00 7,360.00 100% 0.00 3. 18"RCP 205 L.F 24.00 4,920.00 100% 0.00 4. 21"RCP 347 L.F. 26.00 9,022.00 100% 0.00 5. 24'RCP 400 L.F. 30.00 12,000.00 100% 0.00 6. 48"MANHOLE W/FRAME&LID 6 EA. 1,050.00 6,300.00 100% 0.00 7. 60"MANHOLE W/FRAME&LID 3 EA. 1,400.00 4,200.00 100% 0.00 8. 48"CATCH BASIN W/FRAME&GRATE 9 EA. 1,200.00 10,800.00 100% 0.00 9. 24"INLET TYPE A W/FRAME&GRATE 7 EA, 600.00 4,200.00 100% 0.00 10. 27"RCP FLARED END SECTION 3 EA 820.00 2,460.00 100% 0.00 11. CONNECTION TO EXISTING 4 EA. 500.00 2,000.00 100% 0.00 12. SELECT GRANULAR BACKFILL(MAINLINE) 305 L.F. 10.00 3,050.00 100% 0.00 13. TELEVISE STORM SEWER 1,794 L.F. 1.75 3,139.50 100% 0.00 TOTAL STORM SEWER $ 78,457.50 $ - E. PAVING,CURBS,SIDEWALK 1 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30`B-B) 4,497 S.Y, 3.15 14,165.55 0% 14,165.55 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-B) 4,997 S.Y. 3.00 14,991.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW/30'8-81 4,997 S.Y. 7.50 37,477.50 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 391 S.Y. 9.50 3,714.50 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 14,650 S.F. 3.25 47,612.50 23,806.25 6. 2"BIT.CONC.SURFACE COURSE CL I,MD(C (10'BIKEPATH) 27,250 S.F. 3.25 88,562.50 100% 0.00 7. 8"AGGREGATE BASE COURSE(10'BIKEPATH) 27,250 S.F. 6.00 163,500.00 100% 0.00 8. 10"AGGREGATE BASE COURSE (1'BIKEPATH SHOULDER) 2,725 S F. 750 20,437,50 100% 0.00 9. RETAINING WALL(ALONG BIKEPATH) 1,524 F.F. 25.00 38,100.00 100% 0.00 10. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 2,845 L.F. 8.75 24,893.75 100% 000 11 BACKFILL CURBS 2,845 L.F 1.00 2,845.00 100% 0.00 12. GEOTEXTILE FABRIC 2,485 S.Y. 1.20 2,982.00 100% 0.00 13, FINE GRADE STREET SUBGRADE 1,499 S Y. 0.75 1,124,25 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 460,406.05 $ 37,971.80 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING,ETC, 6 EA. 4,50.0.00 27,000.00 5,400.00 TOTAL STREET LIGHTING $ 27,000.00 $ 5,400.00 G. LANDSCAPING 1. PARKWAY TREES(50'SPACING ALONG OPEN SPACE FRONTAGE) 14 EA. 350.00 4,900.00 50% 2,450.00 2. Street Trees' 21,80900 50% 10,904.50 3. Buffer&Common Area 70,847.00 50% 35,423.50 4. Miscellaneous` 0 EA. 0.00 29,117.00 50% 14,558,50 "ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $126,673.00 $63,336.50 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 161,061.00 0.00 C. WATERMAIN 125,294.50 0.00 D. STORM SEWER 78,457.50 0.00 E. PAVING,CURBS,SIDEWALK 460,406.05 37,971.80 F. STREET LIGHTING 27,000 00 5,400.00 G. LANDSCAPING 126,673.00 63,336 50 TOTAL 978,892.05 106,708.30 Plus 10% 97,889.21 10,670.83 1,076,781.26 117,379.13 Current LOC 353,266.57 Amount of Completed Work 114,143.00 Amount of Required 15,582 00 Transfer Obligation to Land Purchaser 117,998,00 Issue Check to City 000 Eliminate LOC or Transfer Obligation to Future Builder 105,543.57 Remaining Work 117,379.13 Retainage(15%) 146,833.81 Credit for Final Surface (15,582.00) EEI Recommend LOC Value 248,630.94 Possible Reduction Value 104,635.63 LETTER OF CREDIT-13-S591366 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 19 GRANDE RESERVE NORTH-NEIGHBORHOOD 3 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 30,003.00 0% $30,00300 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $30,003.00 $30,003.00 Plus 10% 3,000.30 3,000.30 33,003.30 33,003.30 Current LOC 33,003.30 Amount of Completed Work 0.00 Amount of Required 33,003 30 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 LETTER OF CREDIT-14-S591367 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 20 GRANDE RESERVE NORTH-NEIGHBORHOOD 2 PHASE 2-1(UNIT 20) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD DATED 10131105) FILE:3405.02 est 012506.xis DATE:01/25/06 REVISION:05/02/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,006 L.F. 20.00 40,120.00 100% 000 2. 8"PVC SANITARY SEWER(SDR-21) 197 L.F. 2600 5,122.00 100% 0.00 3. 12"PVC SANITARY SEWER(DR-18) 1,565 L.F. 40.00 62,600 00 100% 0.00 4. 48"MANHOLE TYPE A W/FRAME&LID 21 EA 1,950.00 40,950.00 100% 0.00 5. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 37 EA. 360.00 13,320.00 100% 0.00 6. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 26 EA. 1,200.00 31,200.00 100% 0.00 7. CONNECTION TO EXISTING 2 EA. 500.00 1,000.00 100% 0.00 8. 12"PLUG 1 EA. 250.00 250.00 100% 0.00 9. 6"SERVICE RISER 33 V.F 25.00 5,225.00 100% 0.00 10. SELECT GRANULAR BACKFILL(CA-7) 430 L.F. 36.50 15,695.00 100% 0.00 11 TELEVISE MAINS 3,768 L.F 1.00 3,768.00 100% 0.00 TOTAL SANITARY SEWER $ 219,250.00 $ C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 4,352 L.F. 21.00 91,392.00 100% 0.00 2. 8"VALVE&BOX 9 EA 1,000.00 9,000.00 100% 0.00 3. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 4. 1"TYPE K COPPER SERVICE,FAR 27 EA 600.00 16,200.00 100% 0.00 5. CONNECTION TO EXISTING 2 EA 500.00 1,000.00 100% 0.00 6. 1 EA. 250.00 250.00 100% 000 7. FIRE HYDRANT 10 EA. 1,900.00 19,000.00 100% 000 8. SELECT GRANULAR BACKFILL(MAINLINE) 195 L.F 1750 3,412.50 100% 0.00 TOTAL WATER MAIN $ 151,054.50 $ D. STORM SEWER 1 12"RCP 1,513 L F 19.00 28,747.00 100% 0.00 2. 15'RCP 886 L F. 20.00 17,720.00 100% 0.00 3. 18"RCP 273 L.F 24.00 6,552.00 100% 0.00 4. 18"RCP W/ASTM C-443 JOINTS 153 L.F. 26.00 3,97800 100% 0.00 5. 21"RCP 256 L.F. 26.00 6,656.00 100% 0.00 6. 24"RCP 397 L.F. 30.00 11,910.00 100% 0.00 7. 24"RCP W/ASTM C-443 JOINTS 174 L.F. 32.00 5,568.00 100% 0.00 8. 27"RCP W/ASTM C-443 JOINTS 434 L.F. 36.00 15,624.00 100% 0.00 9. 30"RCP 117 L.F. 37.00 4,329.00 100% 0.00 10. 36"RCP W/ASTM C-443 JOINTS 85 L.F. 49.00 4,165.00 100% 0.00 11 42"RCP 152 L.F 50.00 7,600.00 100% 0.00 12. 42"RCP W/ASTM C-443 JOINTS 95 L.F. 48.00 4,560.00 100% 0.00 13. 48"MANHOLE W/FRAME&LID 18 EA, 1,050.00 18,900.00 100% 0.00 14. 60"MANHOLE W/FRAME&LID 13 EA. 1,400.00 18,200.00 100% 0.00 15. 72"MANHOLE W/FRAME&LID 1 EA. 2,000.00 2,000.00 100% 0.00 16. 84"MANHOLE W/FRAME&LID 1 EA. 3,000.00 3,000.00 100% 0.00 17 48"CATCH BASIN W/FRAME&GRATE 10 EA. 1,200.00 12,000.00 100% 0.00 18. 24"INLET TYPE A W/FRAME&GRATE 15 EA, 600.00 9,000.00 100% 0.00 19. 15"RCP FLARED END SECTION 0 EA 650.00 0.00 100% 0.00 20. 42"RCP FLARED END SECTION 1 EA 2,000.00 2,000.00 100% 0.00 21. SUMP CONNECTION 64 EA 0.00 0.00 100% 0.00 22. SELECT GRANULAR BACKFILL(MAINLINE) 580 L.F. 10.00 5,800.00 100% 0.00 23. TELEVISE STORM SEWER 4,535 L.F 1.75 7,936.25 100% 0.00 TOTAL STORM SEWER $ 196,245.25 $ E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'8-B) 6,237 S.Y. 3.15 19,646.55 0% 19,646 55 2. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (70'ROW/34'B-B) 4,822 S.Y. 3.15 15,189.30 100% 0.00 3. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-8) 6,237 S.Y. 3.00 18,711.00 100% 0.00 4. 4-1/2"BITUMINOUS CONCRETE BINDER COURSE (70'ROW/34'B-B) 4,822 S.Y. 500 24,110.00 100% 0.00 5. 10"AGGREGATE BASE COURSE (66'ROW/30'5-B) 6,237 S Y. 7.50 46,777.50 100% 0.00 6. 12"AGGREGATE BASE COURSE (70'ROW/34'B-B) 4,822 S.Y. 9.00 43,398.00 100% 0.00 7. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 26,865 S.F. 3.25 87,311.25 43,655.63 8. 2"BIT.CONC.SURFACE COURSE CL 1,MIX C 00'BIKE PATH) 13,894 S.F. 3.50 48,629.00 100% 0.00 9. 8"AGGREGATE BASE COURSE(10'BIKE PATH) 13,894 S.F. 6.00 83,364.00 100% 0.00 10. 10"AGGREGATE BASE COURSE (1'BIKE PATH SHOULDER) 13,894 S.F 7.50 104,205.00 100% 0.00 11. B6.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATEBASE 7,170 L.F 8.75 62,73750 100% 0.00 12 BACKFILL CURBS 7,170 L.F 100 7,170.00 100% 0.00 13. FINE GRADE STREET SUBGRADE 11,059 S.Y. 075 8,294.25_ 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 569,543.35 $ 63,302.18 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE IN LUDE WIRE&TRENCHING ETC. 11 EA. 4,500.00 49 500.00 901-' 4950.00 TOTAL STREET LIGHTING $ 49,500.00 $ 4,950.00 G. LANDSCAPING 1 Street Trees` 24,558.00 50% 12,279.00 2 Buffer&Common Area 121,497.00 50% 60,748.50 3. Miscellaneous" 0 EA. 0.00 85,861.00 50% 42,930.50 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $231,916.00 $115,958.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 219,250.00 0.00 C. WATERMAIN 151,054.50 0.00 D. STORM SEWER 196,245.25 0.00 E. PAVING,CURBS,SIDEWALK 569,543.35 63,302.18 F. STREET LIGHTING 49,500.00 4,950.00 _ G. LANDSCAPING 231,916.00 115,958.00 TOTAL 1,417,509.10 184,210.18 Plus 10% 141,750.91 18,421.02 1,559,260.01 202,631.19 Current LOC 709,697.33 Amount of Completed Work 359,114.00 Amount of Required 21,611.00 Transfer Obligation to Land Purchaser 216,135.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 112,837.33 Remaining Work 202,631.19 Retainage(15%) 212,626 37 Credit for Final Surface (21,611.00) EEI Recommend LOC Value 393,646.56 Possible Reduction Value 316,050 77 LETTER OF CREDIT-15-S598664 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 22 GRANDE RESERVE NORTH-NEIGHBORHOOD 5 PHASE 5-3(UNIT 22) YORKVILLE,ILLINOIS (BASED ON PLANS BY CGL,LTD.DATED 10131105) FILE:3405.05 est 120605.xls DATE:12/06/05 REVISION 05/01/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 1,730 L.F 2000 34,600.00 100% 0.00 2. 48"MANHOLE TYPE A W/FRAME&LID 10 EA 1,950.00 19,500.00 100% 0.00 3, 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 56 EA. 360.00 20,160.00 100% 0.00 4. SELECT GRANULAR BACKFILL(CA-7) 215 LF. 36.50 7,847.50 100% 0.00 5. 6"SERVICE RISER 38 V.F 25.00 950.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. TELEVISE MAINS 1,730 L.F. 1.00 1,730.00 100% 0.00 TOTAL SANITARY SEWER $ 85,287.50 $ - C. WATERMAN 1. 8"DUCTILE IRON WATER MAIN 1,713 L.F. 21.00 35,973.00 100% 0.00 2. 8"VALVE&BOX 8 EA. 1,000.00 8,000,00 100% 0.00 4. 1"TYPE K COPPER SERVICE,NEAR 36 EA 300.00 10,800.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,FAR 19 EA 600.00 11,400.00 100% 0.00 6. CONNECTION TO EXISTING 1 EA. 500.00 500.00 100% 0.00 7. FIRE HYDRANT 9 EA. 1,900.00 17,100.00 100% 0.00 TOTAL WATERMAIN $ 83,773.00 $ - D. STORM SEWER 1. 12"RCP 736 L.F. 19.00 13,984.00 100% 0.00 2. 15"RCP 155 L.F. 20.00 3,100.00 100% 0.00 3. 15"RCP W/ASTM C-443 JOINTS 280 L.F. 22.00 6,160.00 100% 0.00 4. 18"RCP W/ASTM C-443 JOINTS 230 L.F. 26.00 5,980.00 100% 0.00 5. 48"MANHOLE W/FRAME&LID 5 EA. 1,050.00 5,250.00 100% 0.00 6. 48"CATCH BASIN W/FRAME&GRATE 4 EA. 1,200.00 4,800.00 100% 0.00 7. 24"INLET TYPE A W/FRAME&GRATE 9 EA. 600.00 5,400.00 100% 0.00 8. SELECT GRANULAR BACKFILL(MAINLINE) 100 L.F. 10.00 1,000.00 100% 0.00 9. TELEVISE STORM SEWER __ 891 L.F 1.75 1,559.25 100% 0.00 TOTAL STORM SEWER $ 47,233.25 $ - E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX C (66'ROW/30'8-B) 2,958 S.Y. 3.15 9,317.70 0% 9,317.70 2. 2-1/2"BITUMINOUS CONCRETE BINDER COURSE (66'ROW/30'B-B) 2,958 S.Y. 3.00 8,874.00 100% 0.00 3. 10"AGGREGATE BASE COURSE (66'ROW/30'B-8) 2,958 S.Y. 750 22,185.00 100% 0.00 4. TEMPORARY PAVEMENT 2"SURFACE OVER 8"AGGREGATE BASE COVER 130 S.Y. 9.50 1,235.00 100% 0.00 5. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 9,000 S.F. 3.25 29,250.00 10% 2632500 6. RETAINING WALL 68 F.F. 25.00 1,700.00 0% 1700.00 7. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATEBASE 1,860 L.F. 8.75 16,275.00 100% 0.00 8. BACKFILL CURBS 1,860 L.F 1.00 1,860.00 100% 0.00 9. FINE GRADE STREET SUBGRADE 986 S.Y 0.75 739.50 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $ 91,436.20 $ 37,342.70 F. STREET LIGHTING 1. STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. 2 EA. 4,500.00 9,000.00 100% 0.00 TOTAL STREET LIGHTING $ 9,000.00 $ G. LANDSCAPING 1• LANDSCAPING 53,638.00 0% 53,638.00 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $53,638.00 $53,638.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 85,287.50 0.00 C. WATERMAIN 83,77300 0.00 D. STORM SEWER 47,233.25 0.00 E. PAVING,CURBS,SIDEWALK 91,436.20 37,342.70 F. STREET LIGHTING 9,000.00 0.00 G. LANDSCAPING 53,638.00 53,638.00 TOTAL 370,367.95 90,980.70 Plus 10% 37,036.80 9,098.07 407,404.75 100,078.77 Current LOC 407,404 75 Amount of Completed Work 278,162.00 Amount of Required 10,249.00 Transfer Obligation to Land Purchaser 118,993.75 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Remaining Work 100,078.77 Retainage(15%) 55,555.19 Credit for Final Surface (10,249.00) EEI Recommend LOC Value 145,384.96 Possible Reduction Value 262,019.79 LETTER OF CREDIT-16-S590433 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 1 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION&GRADING,NH 1 1. TOPSOIL EXCAVATION 170,680 C.Y. 1.60 273,08&00 35% 177,507.20 2. CLAY EXCAVATION 143,320 C.Y. 2.00 286,640.00 35% 186,316.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 70,735 C.Y. 1.95 137,933.25 50% 68,966.63 4. EMERGENT SEEDING/PLANTING IN DETENTION BASINS 0.43 AC. 17,500.00 7,525.00 50% 3,762.50 5. WET PRAIRIE SEEDING/PLANTING DETENTION BASINS 2.82 AC. 2,700.00 7,614.00 50% 3,807.00 6. PRAIRIE SEEDING/PLANTING DETENTION BASINS 1.61 AC. 2,700.00 4,347.00 50% 2,173.50 7 EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 16,000.00 16,000.00 40% 9,600.00 8. SILT FENCE 14,321 L.F. 125 17,901.25 50% 8,950.63 TOTAL NH 3 EXCAVATION&GRADING $ 751,048.50 $ 461,083.45 D. STORM SEWER 1. 12"RCP 43 L.F 17.00 731.00 0% 731.00 2. 24"RCP 692 L F. 28.00 19,376.00 0% 19,376.00 3. 30"RCP 885 L.F. 35.00 30,975.00 0% 30,975.00 4. 36"RCP 267 L.F. 46.00 12,282.00 0% 12,282.00 5. 60"MANHOLE WI FRAME&LID 12 EA. 1,400.00 16,800.00 0% 16,800.00 6. 12"RCP FLARED END SECTION W/GRATE 1 EA. 650.00 65000 0% 650.00 7. 24"RCP FLARED END SECTION W/GRATE 2 EA. 820.00 1,640.00 0% 1,640.00 8. 30"RCP FLARED END SECTION W/GRATE 1 EA. 1,200.00 1,200.00 0% 1,200.00 9. 36"RCP FLARED END SECTION W/GRATE 2 EA. 1,300.00 2,600.00 0% 2,600.00 10. SPECIAL STROM STRUCTURE 2 EA. 5,000.00 10,000.00 0% 10,000.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 40 L.F. 15.00 600.00 0% 600.00 TOTAL STORM SEWER $ 96,854.00 $ 96,854.00 SUMMARY A. EXCAVATION&GRADING 751,048.50 461,083.45 B. STORM SEW-R 96,854.00 96,854.00 TOTAL 847,902.50 557,937.45 Plus 10% 84,790.25 55,793.75 932,692.75 613,731.20 Current LOC 654,912.65 Amount of Completed Work 0.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 20,000.00 Eliminate LOC or Transfer Obligation to Future Builder 634,912.65 Remaining Work 613.731.20 Retainage(15%) 127,185.38 EEI Recommend LOC Value 100000.00 LETTER OF CREDIT-17-S594383 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH NEIGHBORHOOD 1 PHASE 1-1(UNIT 23) YORKVILLE,ILLINOIS FILE:3405.01 FINAL 060706.xis DATE:060706 REVISED. 08/03/06 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST A. EXCAVATION,GRADING,AND SOIL EROSION CONTROL COVERED BY PREVIOUS LETTER OF CREDIT B. SANITARY SEWER 1. 8"PVC SANITARY SEWER(SDR-26) 2,547 L.F. 20.00 50,940.00 100% 0.00 2. 8"PVC SANITARY SEWER(SDR 21) 992 L.F. 26,00 25,792 00 100% 0.00 3. 8"PVC SANITARY SEWER(DR 18) 1,239 L.F. 36.00 44,604.00 100% 0.00 4. 12"PVC SANITARY SEWER(SDR 21) 210 L.F. 40.00 8,400.00 100% 0.00 5. 48"MANHOLE TYPE A W/FRAME&LID 30 EA. 1,950.00 58,500.00 100% 0.00 6. 48"MANHOLE TYPE A W/FRAME&LID,DROP CONNECTION 3 EA. 3,500.00 10,500.00 100% 0.00 7. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-NEAR 54 EA. 360.00 19,440.00 100% 0.00 8. 6"SANITARY SERVICE COMPLETE,INCLUDING TEE&SELECT GRANULAR BACKFILL-FAR 64 EA. 1,200.00 76,800.00 100% 0.00 9. 6"SERVICE RISER 145 V.F. 25.00 3,625.00 100% 0.00 10. CONNECT TO EXISTING 12"STUB 1 EA. 500.00 500.00 100% 0.00 11. PLUG&STUB FOR FUTURE CONNECTION 1 EA. 250.00 250.00 100% 0.00 12. SELECT GRANULAR BACKFILL(CA-7) 1,715 L.F. 36.50 62,597.50 100% 0.00 13. TELEVISE MAINS _ 4,988 L.F. 1.00 4,988.00 100% 0.00 TOTAL SANITARY SEWER $ 366,936.50 $ - C. WATER MAIN 1. 6"DUCTILE IRON WATER MAIN 146 L.F. 18.00 2,628.00 100% 0,00 2. 8"DUCTILE IRON WATER MAIN 7,262 L.F. 21.00 152,502.00 100% 0.00 3. 8"PLUG&STUB 3 EA. 250.00 750.00 100% 0.00 4. 8"VALVE&BOX 24 EA. 1,000.00 24,000.00 100% 0.00 5. 1"TYPE K COPPER SERVICE,NEAR 48 EA 300.00 14,400.00 100% 0.00 6. 1"TYPE K COPPER SERVICE,FAR 70 EA 600.00 42,000.00 100% 0.00 7. FIRE HYDRANT 22 EA. 1,900.00 41,800.00 100% 0.00 9. DEPRESS WATER MAIN 24 EA. 500.00 12,000.00 100% 0.00 10, CONNECT TO EXISTING WATER MAIN 1 EA. 500.00 500.00 100% 0.00 11. SELECT GRANULAR BACKFILL(MAINLINE) 1,351 EA. 17.50 23.642.50 100% 0.00 TOTAL WATER MAIN $ 314,222.50 $ D. STORM SEWER 1. 4"PVC SUMP SERVICES 2,373 L.F. 12.00 28,476.00 100% 0.00 2. 8"PVC FOR SUMP CONNECTION 1,584 L.F. 20.00 31,680.00 100% 0.00 3. 12"RCP 2,289 L.F. 19.00 43,491.00 100% 0.00 4. 12"RCP W/ASTM C-443 JTS. 631 L.F. 20.00 12,620.00 100% 0.00 5. 15"RCP 1,108 LF 20,00 22,160.00 100% 0.00 6. 15"RCP W/ASTM 0443 JTS. 250 L.F. 22.00 5,500,00 100% 0.00 7 18"RCP 864 LF 24.00 20,736.00 100% 0.00 8. 18"RCP W/ASTM C-443 JTS. 199 L.F. 26.00 5,174.00 100% 0.00 9. 21"RCP 813 LF 26.00 21,138.00 100% 0.00 10 24"RCP 765 LF 30.00 22,950.00 100% 0.00 11. 27"RCP 1,448 LF 33.00 47,784.00 100% 0.00 12. 30"RCP 211 LF 37.00 7,807.00 100% 0.00 13. 30"RCP W/ASTM C-443 JOINTS 160 L.F. 40.00 6,400.00 100% 0.00 14. 36"RCP 1,801 L.F. 46.00 82,846.00 100% 0.00 15. 36"RCP W/ASTM C-443 JOINTS 174 L.F. 49.00 8,526.00 100% 0.00 16, 42"RCP 1,021 L.F. 60.00 61,260.00 100% 0.00 17. 42"RCP W/ASTM C-443 JTS. 139 L.F. 64.00 8,896.00 100% 0.00 18. 48"MANHOLE W/FRAME&LID 25 EA. 1,050.00 26,250.00 100% 0.00 19. 60"MANHOLE W/FRAME&LID 36 EA. 1,400.00 50,400.00 100% 0.00 20, 72"MANHOLE W/FRAME&LID 9 EA. 2,000.00 18,000.00 100% 0.00 21. 84"MANHOLE W/FRAME&LID 6 EA. 3,000.00 18,000.00 100% 0.00 22, 96"MANHOLE W/FRAME&LID 5 EA. 4,200.00 21,000.00 100% 0.00 23. 108"MANHOLE W/FRAME&LID 2 EA. 5,500.00 11,000.00 100% 0.00 24. 4'x 4'SLOPE GRATE RESTICTOR STRUCTURE 1 EA_ 2,500.00 2,500.00 100% 0.00 25 48"CATCH BASIN W/FRAME&GRATE 33 EA. 1,200.00 39,600.00 100% 0.00 26. 60"CATCH BASIN W/FRAME&GRATE 4 EA 1,500.00 6,000.00 100% 0.00 27. 24"INLET TYPE A W/FRAME&GRATE 47 EA. 600.00 28,200.00 100% 0.00 28. 12"RCP FLARED END SECTION W/GRATE 1 EA. 500.00 500.00 100% 0.00 29. 24"RCP FLARED END SECTION W/GRATE 1 EA. 700,00 700.00 100% 0.00 30. 27"RCP FLARED END SECTION W/GRATE 1 EA. 820.00 820.00 100% 0.00 31. 36"RCP FLARED END SECTION W/GRATE 1 EA. 1,500.00 1,500.00 100% 0.00 32. 42"RCP FLARED END SECTION W/GRATE 2 EA. 2,000.00 4,000.00 100% 0.00 33, CONNECT TO EXISTING 1 EA. 300.00 300.00 100% 0.00 34. SELECT GRANULAR BACKFILL(MAINLINE) 1,305 L.F. 10.00 13,050.00 100% 0.00 35. TELEVISE STORM SEWER 11,873 L F. 1.75 20,777.75 100% 0.00 TOTAL STORM SEWER $ 700,041.75 $ - E. PAVING,CURBS,SIDEWALK 1. 1-1/2"BIT.CONC.SURFACE COURSE CL I,MIX 27,951 S.Y. 3.15 C 88,045.65 0% 88,045.65 2. 2.1/2"BITUMINOUS CONCRETE BINDER 20,746 S.Y. 3.00 COURSE 62,238.00 100% 0.00 3. 4-1/2"BITUMINOUS CONCRETE BINDER 7,205 S.Y. 5.00 COURSE 36,025.00 100% 0.00 4. 10"AGGREGATE BASE COURSE 20,746 S.Y. 7.50 155,595.00 100% 0.00 5. 12"AGGREGATE BASE COURSE 7,205 S.Y. 9.00 64,845.00 100% 0.00 6. 5'WIDE-5"PCC SIDEWALK W/2"AGGREGATE 67,589 S.F. 3.25 219,664.25 20% 175,731.40 7. 10'WIDE BIKE PATH-2"BIT.SURFACE W/8" 7,510 S.F. 9.50 AGGREGATE BASE COURSE 71,343.94 100% 0.00 8. 86.12 CONCRETE CURB&GUTTER WITH 4" AGGREGATE BASE 13,969 L.F. 8.75 122,228.75 100% 0.00 9. REVERSE PITCH CONCRETE CURB&GUTTER WITH 4"AGGREGATE BASE 3,853 L.F. 8.75 33,713,75 100% 0.00 10. GEOTEXTILE FABRIC 27,951 S.Y. 1.20 33,541.20 100% 0.00 11. BACKFILL CURBS 17,822 L.F. 1.00 17,822.00 100% 0.00 12. FINE GRADE STREET SUBGRADE 27,951 S.Y. 0.75 20,963.25 100% 0.00 13. 2"PVC ELECRTICAL SLEEVES 72 L.F. 14.50 1,044.00 100% 0.00 14. 6"PVC IRRIGATION SLEEVES 81 L.F. 18.00 1,458.00 100% 0.00 TOTAL PAVING,CURBS,SIDEWALK $928,527.79 $263,777.05 F.STREET LIGHTING 1 STREET LIGHT 25'STANDARD,COMPLETE INCLUDE WIRE&TRENCHING.ETC. INCLUDE WIRE&TRENCHING ETC. 23 EA. 3,000.00 69,000.00 90% 6,900.00 1. DOUBLE MAST STREET LIGHT 25'STANDARD, COMPLETE INCLUDE WIRE&TRENCHING, INCLUDE WIRE&TRENCHING ETC. 4 EA, 6_,000.00 24,000.00 90% 2,400.00_ TOTAL STREET LIGHTING $ 93,000.00 $ 9,300.00 SUMMARY A. EXCAVATION&GRADING N/A N/A B. SANITARY SEWER 366,936.50 0.00 C. WATERMAIN 314,222.50 0.00 D. STORM SEWER 700,041.75 0.00 E. PAVING,CURBS,SIDEWALK 928,527.79 263,777.05 _ F. STREET LIGHTING 93,000.00 9,300.00 TOTAL 2,402,728.54 273,077.05 Plus 10% 240,272.85 27,307.71 2,643,001.40 300,384.76 Current LOC 713,701.91 Amount of Completed Work 84,472.00 Amount of Required 96,850.00 Transfer Obligation to Land Purchaser 217,847.00 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 314,532.91 Remaining Work 300,384.76 Retainage(15%) 360,409.28 Credit for Final Surface (96,850.00) EEI Recommend LOC Value 563,944.04 Possible Reduction Value 149.757.87 LETTER OF CREDIT-18-S594384 LANDSCAPE ARCHITECT OPINION OF PROBABLE CONSTRUCTION COST FOR UNIT 23 GRANDE RESERVE NORTH-NEIGHBORHOOD 1 &2 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST G. LANDSCAPING 1. LANDSCAPING 760,942.00 20% 608,753.60 'ESTIMATE FROM ROLF CAMPBELL TOTAL LANDSCAPING $760,942.00 $608,753.60 Plus 10% 76,094.20 60,875.36 837,036.20 669,628.96 Current LOC 837,036.20 Amount of Completed Work 152,188.00 Amount of Required 0.00 Transfer Obligation to Land Purchaser 684,848.20 Issue Check to City 0.00 Eliminate LOC or Transfer Obligation to Future Builder 0.00 Remaining Work 669,628 96 Retainage(15%) 114,141 30 EEI Recommend LOC Value 783,770 26 Passible Reduction Value 53,265 94 LETTER OF CREDIT-19-S590434 ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST FOR GRANDE RESERVE NORTH-NEIGHBORHOOD 2 MASS GRADING IMPROVEMENTS YORKVILLE,ILLINOIS (BASED ON ENGINEERING IMPROVEMENT PLANS,PLAN DATE 8126105) FILE:3405.00-4 00 EROSION DATE:9/12/05 REVISED:10/13/05 ESTIMATED PERCENT REMAINING ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENSION COMPLETE COST B. EXCAVATION&GRADING 1. TOPSOIL EXCAVATION 42,655 C.Y 1.60 68,248.00 100% 0.00 2. CLAY EXCAVATION 10,350 C Y 200 20,700 00 100% 0.00 3. TOPSOIL RESPREAD IN DETENTION BASINS/OPEN SPACE 11,350 C.Y. 1.95 22,132.50 80% 4,426.50 4. EROSION CONTROL INCLUDING STRAW BALES DIVERSION DITCHES,WEEKLY MAINTENANCE, ETC. 1 L.S. 4,000.00 4,000.00 40% 2,40000 5. SILT FENCE 1,700 L.F. 1.25 2,125.00 50% 1,062.50 TOTAL $ 117,205.50 $ 7,889.00 Plus 10% 11,720.55 78890 128,926.05 8,677.90 Current LOC 25,075.38 Amount of Completed Work 0.00 Amount of Required 000 Transfer Obligation to Land Purchaser 0.00 Issue Check to City 10,000.00 Eliminate LOC or Transfer Obligation to Future Builder 15,075.38 Remaining Work 8,677.90 Retainage(15%) 17,580.83 EEI Recommend LOC Value 25075,38 Possible Reduction Value - Engineering Enterprises, Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 12 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections. and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. 52 Wheeler Road, Sugar Grove, IL 60554- (630) 466-6700 tel - (630) 466-6701 fax-www.eeiweb.coln Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 6. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Outfall Storm Sewer 7. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: — FES 3 — FES 1 8. Storm MH 4 should have the area around the structure graded and restored. 9. MH 5A should be located for inspection. 10. The following structures have missing steps that should be replaced: — MH 9 — MH 12 — MH 10 11. MH 13 should have the frame re-centered on the structure. Storm Sewer 12. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: FES 5-63 — FES 5-64 13. The following storm structures should be cleaned of all debris — INL 5-33 — Temporary MH at intersection of Big Rock Boulevard and Mill Street (might need to be removed) 14. FES 5-63 top has been damaged and the grate can't be connected to the flared end section. The flared end section should be repaired and/or replaced. 15. FES 5-46 has the incorrect sized grate installed. This grate should be removed and replaced with the correct sized grate. 16. Flared End Section 5-46 should have the toe block reset and the lifting hooks cut off of the toe block. 17. MH 5-21 has missing steps that should be replaced. 18. INL 5-33 should have the frame re-centered on the structure. 19. CB 5-38 needs to have the fillets poured around the frame of the structure. 20. MH 5-37 needs to be adjusted to grade after the sidewalk around the frame has been replaced. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 21. MH 5-41 could not be opened for inspection. 22. MH 5-21 should have the top of the manhole mortared. 23. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 24. The sanitary manhole at the intersection Big Rock Boulevard and Mill Road should be raised to match existing grade. Water 25. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 26. FH 5-4 auxiliary valve adaptor is not connected to the top of the valve. 27. VB 5-2 could not be turned. Roadway 28. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. — Beresford Drive Station 12+00 to 17+00 (11 squares + 2 handicap ramps) 29. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. — Beresford Drive Station 12+00 to 17+00 (60' — 9 locations) — Big Rock Boulevard Station 10+00 to 13+00 (35' —4 locations) 30. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 31. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 32. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 33. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 34. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying trees should be removed or replaced: — 1 AFS east side Big Rock Boulevard station 11+50 — 1 ASB north of lot EBE 12 on berm — 4 FG north side of Basin 8N Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 — 12 CO around Basin 8N If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. e_ Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 12 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 13 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures; as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2.. There are various parking areas located in the model areas that should be removed. 3. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 4. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. Road,52 Wheeler Sugar Grove, 60554 Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. A 48 hour burn test of the street lights should be completed prior to acceptance. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 8. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: - FES 3-32 - FES 24 - FES 3-1 9. The following storm structures should be cleaned of all debris - Special Storm Structure 23 - INL 3-37 - INL 3-41 B 10. FES 3-1 should have the area around the structures re-graded and restored. 11. The following structures have missing steps that should be replaced: - MH 3-40 - MH 3-9 - MH 3-2 - CB 3-85 - MH 3-8 - CB 3-88 12. The following structures need to have the frame re-centered on the structure: - MH 3-8 - MH 3-40 13. The following structures need to have the fillets poured around the frame of the structure: - CB 21 - INL 3-37 - CB 20 - INL 3-41 B - CB 3-88 - CB 3-41 - INL 3-89 - INL 3-41A - CB 3-85 - CB 3-38 - INL 3-86 - INL 3-39 - CB 3-35 - CB 3-3 - CB 3-36 - INL 3-4 14. The following structures currently have an open lid but should be replaced with a closed lid: - MH 3-84 - MH 3-34 - MH 3-33 15. MH 3-42 should have the rest of the void between the adjusting rings and manhole top mortared. 16. All storm sewer must be televised and reports submitted for review. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 Sanitary Sewer 17. San MH 3-4 should be cleaned of all debris. Water 18. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 19. The following valve boxes or auxiliary valves should be located for inspection: - VB 3-4 - FH 3-1 - FH 3-3 - VB 3-5 - FH 3-2 - VB 3-12 20. FH 3-6 auxiliary valve adaptor is not connected to the top of the valve. 21. FH 3-8 could not be turned. Roadway 22. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail 10+00 to 17+00 (3 squares + 1 handicap ramp) - Preston Drive 10+00 to 17+00 (3 squares) - Havenhill Court Station 10+00 to 13+50 (2 squares) 23. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 10+00 to 17+00 (50' - 7 locations) - Preston Drive Station 10+00 to 15+00 (50' - 9 locations) - Havenhill Court Station 10+00 to 13+50 (35' -4 locations) 24. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 25. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 26. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement.. Landscaping 27. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 1 CO east side of Tuscany Trail in pond station 14+50 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 - 1 APR east side of Tuscany Trail station 14+50 - 1 FAFF north side of Preston Drive station 11+00 - 1 PCC west of lot EBE1 - 1 TP southwest of lot EBE 2 - 1 CO southwest of lot EBE 2 - 1 CO southwest of lot EBE 3 - 1 TP southwest of lot EBE 3 - 1 PCR south line of Basin 1ONE - 1 PN south of lot EBE 8 - 2 AFM in parkway of lot EBE 7 - 1 BN south of lot EBE 7 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APub1ic\Yorkvi11e\2011\Y01130-D Grande Reserve\Docs\Unit 13 Punchlist 01 docx Engineering Enterprises,Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 14 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 48 hour burn test of the street lights should be completed prior to acceptance. 3. The silt fence around the topsoil stock piles needs to be repaired and/or replaced. 4. Mass grading and any infrastructure associated with the development of Park A should be completed as soon as possible in preparation for the development of the Park. In addition, all necessary utility adjustments should be,made and the utility stubs marked in the field. An as- built grading plan will be required The Park shall be completed per the City's Park development standards. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax—www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 6. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds o,r storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. Storm Sewer 7. The following storm structures should be cleaned of all debris: - MH 3-45 - INL 3-52A - INL 3-47 - INL 3-51A 8. MH 3-48 should be located for inspection: 9. MH 3-50 should have the frame re-centered on the structure. 10. The following structures need to have the fillets poured around the frame of the structure: - CB 3-44 - INL 3-13 - MH 3-45 - MH 3-14 - INL 3-51A 11. MH 3-64 currently has a water lid installed. This frame should be replaced with the correct storm lid. 12. The following structures currently have an open lid but should be replaced with a closed lid: - MH 3-65 - INL 3-69 - MH 3-66 - CB 3-110 - MH 3-67 - MH 3-116 - MH 3-68 - MH 3-117 13. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 14. The following structures have missing steps that should be replaced: - San MH 3-10 - San MH 3-12 Roadway 15. An area near 3968 Evans Court (24'x50') should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course. 16. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Preston Drive Station 15+00 to 19+00 (2 squares) - Evans Court Station 10+00 to 13+00 (3 squares) Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 17. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Preston Drive Station 15+00 to 19+00 (75' - 8 locations) - Evans Court Station 10+00 to 13+00 (35' -6 locations) 18. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 19. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 20. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 21. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 2 BN west of lot EBE 61 - 1 PN south of lot EBE 57 - 1 PN west of lot EBE 61 - 1 GTS east of lot EBE 12 - 2 BN west of lot EBE 60 - 1 AFM north of lot EBE 12 - 1 MPIP west of lot EBE 60 - 1 GTS west of lot EBE 12 - 1 PA northeast of lot EBE 69 - 1 QB south of lot EBE 12 - 1 GTS east of lot EBE 58 - 1 MRJ south of lot EBE 12 - 1 QB southeast of lot EBE 58 22. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 6 VDR north of lot EBE 60 - 16 CR east of lot EBE 58 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 14 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 15 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved. orovide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 48 hour burn test of the street lights should be completed prior to acceptance. 3. Mass grading and any infrastructure associated with the development of Park B should be completed as soon as possible in preparation for the development of the Park. The Park shall be completed per the City's Park development standards. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax—www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 4. There are various areas around the edge of the unit/property line that has silt fence installed that.has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 5. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 6. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 7. The following flared end sections should have the rip rap and f ow line cleaned along with placement of additional rip rap as needed: — FES 5-78 — FES 5-79 — FES 5-80 8. The following storm structures should be cleaned of all debris — MH 5-60 — MH 5-44 — MH 5-10 — MH 5-43 — MH 5-81 — MH 5-42 — MH 5-77 — INL 5-50 — MH 5-45 9. INL 5-25 should be located for inspection. 10. The following structures need to have the fillets poured around the frame of the structure: — MH 5-60 — MH 5-8 — MH 5-10 — INL 5-18 — CB 5-9 11. MH 5-77 should have the filter fabric replaced. 12. The following structures currently have an open lid but should be replaced with a closed lid: — MH 5-42 — INL 5-45 — MH 5-43 — MH 5-76 — INL 5-44 — MH 5-77 13. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 14. Sari MH 5-9 should be cleaned of all debris. Water 15. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 16. VB 5-38's auxiliary valve adaptor is not connected to the top of the valve. 17. FH 5-31's auxiliary valve could not be turned. 18. The following valve box or auxiliary valves could not be opened. These valve boxes or auxiliary valves should be repaired so that they can be opened for inspection: - VB 5-26 - VB 5-12 Roadway 19. The following street lights should be installed as shown in the approved engineering plans: - 5-10 - 5-11 20. The following areas should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course: - The area in front of CB 5-7 (5'x5') - 3729 Bailey Road (10'x10') 23. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 24. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 25. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. 26. The bike path on Bailey Road Station 10+60 (15' each side of roadway)(also needs detectable warnings installed) has been damaged and should be removed and replaced. Landscaping 27. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying trees should be removed or replaced: - 1 QR north of lot EBE 3 - 1 QR north of lot EBE 1 - 1 QR north of lot EBE 17 - 1 FAFF west of lot EBE 1 - 4 PF west of lot EBE 1 - 16 QB around Basin 8S - 5 APR around Basin 8S - 8 GTS around Basin 8S 29. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 19 SVR north of lot EBE 2 - All planting around sign north of Baily Road station 11+00 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G:\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 15 Punchlist 01.docx r Engineering Enterprises, IL I November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 19 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 1 All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 www.eeiweb.com Ms. Krysti Barksdale-Noble November.9, 2011 Page 2 5. All damaged and/or missing signs around ponds should be replaced or repaired necessary. 6'. The final plat needs to be recorded. Storm Sewer 7. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: — FES 15 — FES 16 8. Special Storm Structure 14 should be cleaned of all debris 9. All storm sewer must be televised and reports submitted for review. Roadway 10. West side of Basin 10S (25') has an area of damaged bike path. This area should be removed and replaced. Landscaping 11. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: — 1 CO southwest corner of Basin 10S — 1 CO west side of Basin 10S — 2 CO north side of Basin 10S - 1 PCR north side of Basin 10S If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APub1ic\Yorkvi11e\2011\YO1130-D Grande Reserve\Docs\Unit 19 Punchlist 01 docx Engineering Enterprises,Inc. �I November 9; 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 20 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curl% for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management Systern Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. Road,52 Wheeler Sugar 61 • 1 466-6700 tel — (630)466-6701 e• • I Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various parking areas located in the model areas that should be removed. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 8. The following flared end sections should have the rip rap and flow line cleaned along with additional rip rap as needed: - FES 18 - FES 2-1 - FES 19 9. The following storm structures should be cleaned of all debris - Special Storm Structure 17 - MH 2-39 10. MH 2-61 should be located for inspection. 11. The following -structures have missing steps that should be replaced: - MH 2-62 - MH 2-36 - MH 2-35 - MH 2-29 12. The following structures need to have the fillets poured around the frame of the structure: - INL 2-44 - INL 2-65 - CB 2-43 - CB 2-69 - CB 2-4 - INL 2-70 - INL 2-24 - C13 2-58 - CB 2-26 - INL 2-59 - 1NL 2-48 - CB 2-53 - CB 2-47 - INL 2-54 - INL 2-47A - CB 2-23 - CB 2-64 - IN L 2-23A 13. The following structures currently have an open lid but should be replaced with a closed lid: - MH 2-45 - MH 2-3 - MH 2-42 - MH 2-22 - MH 2-41 - MH 2-25 - MH 2-21 14. MH 2-3 should have the void around the pipes mortared. 15. FES 2-82 should have the lifting hole mortared. 16. All storm sewer must be televised and reports submitted for review. Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 Sanitary Sewer 17. San MH 2-17 should be located for inspection. Water 18. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 19. FH 2-23's auxiliary valve adaptors are not connected to the top of the valve. 20. The following valves could not be turned: - VB 3-50 VB 2-24 Roadway 21. The following areas should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course: 4008 Brady Street (24'x20') 4023 Brady Street (24'x50') 4004 Shoeger Court (12'x30') 4022 Shoeger Court (15'x15') 22. The following locations have damaged areas on the bike path. These areas should be removed and replaced: - Tuscany Trail Station 16+50 (10') - Tuscany Trail Station 38+15 (10') 23. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Shoeger Drive Station 10+00 to 17+00 (1 handicap ramp) - incomplete installation of sidewalk - Shoeger Court Station 10+00 to 13+00 incomplete sidewalk installation - Crocker Drive Station 29+50 to 34+00 (7 squares + 1 handicap ramp) - incomplete sidewalk - Brady Street Station 10+00 to 16+75 (22 squares + 2 handicap ramps) - incomplete sidewalk installation - Tuscany Trail Station 17+50 to 32+00 (2 squares + 2 handicap ramps) 24. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Shoeger Drive Station 10+00 to 17+00 (125' - 10 locations) - Shoeger Court Station 10+00 to 13+00 (25' - 3 locations) - Crooker Drive Station 29+50 to 34+00 (40' - 5 locations) - Brady Street Station 10+00 to 16+75 (50' - 7 locations) - Tuscany Trail Station 17+50 to 32+00 (45' -5 locations) 25. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 26. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed 27. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 28. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: 7 QB around Basin 10NW - 4 PA northwest corner of Mill Road and Tuscany Trail 29. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: — All plantings around sign at northwest corner of Mill Road and Tuscany Trail If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G:\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 20 Punch list 01.docx Engineering Enterprises, Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 600 Game Farm Road Yorkville, IL 60560 Re Grande Reserve Unit 21 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. A 46 hour burn test of the street lights should be completed prior to acceptance. a. The silt fence around the topsoil stock piles needs to be repaired and/or replaced. 4. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 e• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 6. The storm water easements need to be recorded. Storm Sewer 7. FES 2-92 should have the rip rap and flow line cleaned along with placement of additional rip rap as needed. 8. The following storm structures should be cleaned of all debris — MH 2-86 — MH 2-88 9. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 10. San MH 2-6 should have the areas around the pipe mortared: If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. 0 Bradley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\Y01130-D Grande Reserve\Docs\Unit 21 Punchlist 01.docx Engineering Enterprises,Inc. November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 22 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble: Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2 A 48 hour burn test of the street lights should be completed prior to acceptance. 3. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax -www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 Storm Sewer 4. INL 5-54 should be cleaned of all debris. 5. The following structures need to have the fillets poured around the frame of the structure: - CB 5-53 - INL 5-28 - INL 5-54 - CB 5-30 6. The following structures need to have the frame re-centered on the structure: - MH 5-52 - INL 5-14 7. The following structures could not be opened for inspection: - CB 5-24 - CB 5-23 8. INL 5-31 has an incorrect frame installed and should have the correct curb frame installed. 9. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 10. The following sanitary sewer manholes should have their frames re-centered on the structure and the chimney seals replaced/repaired: - San MH 5-28 - San MH 5-12 Water 11. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 12. FH 5-22's auxiliary valve adaptor is not connected to the top of the valve. 13. The following valves could not be turned: - FH 5-18 - FH 5-21 - FH 5-17 - VB 5-15 14. The following valve boxes or auxiliary valves need to be vertically straightened: - FH 5-17 - FH 5-22 15. FH 5-29's auxiliary valve needs to have the box top replaced. Roadway 16. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - No sidewalk installed on Bissel Drive - Incomplete sidewalk on Bailey Road from station 10+00 to 16+50 - Bailey Road Station 16+50 to 24+00 (2 squares) Ms. Krysti Barksdale-Noble November 4, 2011 Page 3 17. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. a. Bissel Drive Station 10+00 to 19+50 (30' —4 locations) b. Bailey Road Station 10+00 to 16+50 (50' —7 locations) c. Bailey Road Station 16+50 to 24+00 (25' —5 locations) 18. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 19. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 20. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Landscaping 21. Landscaping needs to be installed on all undeveloped parcels. After all parcels have been developed a final review of the landscaping will be completed. If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. radley P. Sanderson, P.E. Vice President BPS/swm PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 22 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve Unit 23 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble. Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: General 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior,to acceptance. 5. There are various parking areas located in the model areas that should be removed. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 www.eeiweb.com Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 6. The silt fence around Basin 13 needs to be repaired and/or replaced. 7. All Galena Road Improvements should be completed prior to acceptance. Please provide any updated plans for review. 8. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 9. All damaged and/or missing signs around ponds should be replaced or repaired necessary. Storm Sewer 10. The following flared end sections should have the rip rap and flow line cleaned along with placement of additional rip rap as needed: - FES 3-102 - FES 1-218 - FES 1-294 - FES 1-90 - FES 1-293 - FES 3-25 - FES 1-37 - FES 1-224 - FES 1-87 - FES 1-225 11. FES 3-25 at in the southeast corner of pond 12 should have the grate reattached to the flared end section. 12. The following storm structures should be cleaned of all debris - INL 1-54 - INL 1-197 - INL 1-44A - INL 1-200 - INL 1-105A - INL 1-177A - INL 1-97 - INL 1-189A - INL 1-158A - MH 1-107 - INL 1-159 - MH 1-228 - INL 1-107 13. The following structures should have the area around the structures regraded and restored: - FES 1-294 - FES 1-293 14. INL 1-208A should be located for inspection. 15. The following structures have missing steps that should be replaced: - CB 1-96 - CB 1-177 - CB 1-190 16. MH 1-157 should to have frame re-centered on the structure. 17. The following structures need to have the fillets poured around the frame of the structure: - INL 1-206 - INL 1-107 - CB 1-202 - INL 1-191 - INL 1-203 - CB 1-39 Ms. Krysti Barksdale-Noble November 9, 2011 Page 3 CB 1-88 - CB 1-89 18. The following structures currently have an open lid but should be replaced with a closed lid: MH 1-107A - MH 1-58 - MH 1-63 - MH 1-165 19. The following structures need to have the void around the pipes mortared: - MH 1-64 - MH 1-221 20. The following structures should have the lifting hooks cut off: - MH 1-52 - MH 1-237 - MH 1-234 21. CB 1-188 should has a damaged frame that should be replaced. 22. All storm sewer must be televised and reports submitted for review. Sanitary Sewer 23. The following sanitary sewer manholes should have their frames re-centered on the structure and the chimney seals replaced/repaired: - San MH 1-16 - San MH 1-6 24. Fox Metro has been contacted regarding all sanitary testing on the site. A final testing report will be sent at a later date. Water 25. The paint on various fire hydrants are flaking or chipping. All fire hydrants should be wire brushed and re-painted. 26. The following valve boxes or auxiliary valve adaptors are not connected to the top of the valve: - FH 1-1 - FH 1-13 - VB 1-3 - VB 1-22 - VB 1-6 - FH 1-30A - FH 1-12A 27. The following valves could not be turned: - VB 1-11 - VB 1-21 - VB 1-14 - VB 1-30 - VB 1-18 - VB 1-32A - VB 1-20 - VB 1-33 - VB 1-26 - VB 1-35 - VB 1-28 28. The following fire hydrants need to be extended so that the center of the main nozzle is between 18" and 24" from the ground: - FH 1-1 - FH 1-27 Ms. Krysti Barksdale-Noble November 9, 2011 Page 4 Roadway 29. The area just east Blackhawk on Millbrook at cul-de-sac (10'x10'x4 each) should have the binder patched prior to placement of Hot-Mix Asphalt Surface Course. 30. The following locations currently have damaged sidewalk that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 31+60 to 47+50 (4 squares) - East Millbrook Circle Station 10+00 to 20+00 (8 squares) - incomplete sidewalk installation - East Millbrook Circle Station 20+00 to 28+00- incomplete sidewalk installation - East Millbrook Circle Station 28+00 to 37+00 (1 handicap ramp) - incomplete sidewalk installation - Owen Court Station 10+00 to 13+00- incomplete sidewalk installation - Gains Court Station 10+00 to 13+50- incomplete sidewalk installation - Sheridan Court Station 10+00 to 13+00 - incomplete sidewalk installation - Ketchum Court Station 10+00 to 12+50 - incomplete sidewalk installation - East Millbrook Circle cul-de-sacs Station 35+00 (3 squares + 1 handicap ramp) - incomplete sidewalk installation - Blackhawk Boulevard Station 10+00 to 13+75 (1 handicap ramp) - Preston Drive Station 10+00 to 12+00 (4 squares + 3 handicap ramps) 31. The following locations currently have damaged curb that should be removed and replaced. Prior to replacement all locations will be field verified. - Tuscany Trail Station 31+60 to 47+50 (50' - 10 locations) - East Millbrook Circle Station 10+00 to 20+00 (200' -20 locations) - East Millbrook Circle Station 20+00 to 28+00 (100' - 16 locations) East Millbrook Circle Station 28+00 to 37+00 (40'- 8 locations) Owen Court Station 10+00 to 13+00 (10' -2 locations) - Gains Court Station 10+00 to 13+50 (25' - 5 locations) Sheridan Court Station 10+00 to 13+00 (130' - 16 locations) Ketchum Court Station 10+00 to 12+50 (20' -4 locations) East Millbrook Circle cul-de-sac Station 35+00 (35' - 7 locations) - Blackhawk Boulevard Station 10+00 to 13+75 (65' - 12 locations) - Preston Drive Station 10+00 to 12+00 (20' -4 locations) 32. All roadways should be milled prior to Hot-Mix Asphalt Surface Course installation. 33. Hot-Mix Asphalt Surface Course should be installed once all patching and curb and gutter repairs have been completed. 34. Once installation of the Hot-Mix Asphalt Surface Course has been completed, hot-poured joint sealer is required along every edge of pavement. Ms. Krysti Barksdale-Noble November 9, 2011 Page 5 Landscaping 35. All landscaping will need to be revisited again in the spring to verify that all plants are living. In addition, there are many lots without structures thus the landscaping has not been installed. The following missing or dying trees should be removed or replaced: - 1 PCA southeast corner of Galena Road and Blackhawk Boulevard - 1 QB north of lot 239 on berm along Galena Road - 1 UXF north of lot 239 - 1 CS north of lot 239 on berm along Galena Road - 1 AFM north of lot 243 - 1 FPS north of lot 250 on berm along Galena Road - 2 ARS north of lot 251 on berm along Galena Road - 2 QB north of lot 252 on berm along Galena Road - 1 AFM north of lot 251 - 2 UXP south of lot 251 - 1 FAFF south of lot 244 - 1 AFSG southwest of lot 260 - 1 QR north of lot 259 - 1 QB on the berm on the east side of Basin 13 - 1 AC east of lot 263 - 4 BN east of lot 266 - 3 AC east of lot 274 - 1 AC east of lot 275 - 1 ASB north of lot 232 - 1 AFSG north of lot 227 - 2 AFSG north of lot 234 - 3 AC6 north of lot 167 - 1 AFM east side of Tuscany Trail station 43+00 - 1 GTS west side of Tuscany Trail station 41+25 - 1 GTS west side of Tuscany Trail station 40+00 - 1 PCE west side of Tuscnay Trail station 38+75 - 1 QR east of lot 284 - 1 QB west side of Tuscany Trail station 34+50 - 1 PCA4 west side of Blackhawk Boulevard station 11+00 - 1 MSF west side of Blackhawk Boulevard 13+75 - 1 FAFF north of lot 97 - 1 GTS northeast of lot 86 - 1 ARO north of lot 86 36. All landscaping will need to be revisited again in the spring to verify that all plants are living. The following missing or dying foundational and berm plantings should be removed or replaced: - 15 CR southeast corner of Galena Road and Blackhawk Boulevard - 18 REB southeast corner of Galena Road and Black hawk Boulevard - 9 THE southeast corner of Galena Road and Blackhawk Boulevard - 6 SPM west side of Tuscany Trail Station 42+50 8 SPM west side of Tuscany Trail station 42+00 9 SPM west side of Tuscany Trail station 41+75 Ms. Krysti Barksdale-Noble November 9, 2011 Page 6 - 19 SNF west side of Tuscany Trail station 41+25 - 21 FOM west side of Tuscany Trail station 40+00 - 28 RKO west side of Tuscany Trail station 39+00 - 11 CR east of lot 283 - 48 REB west side of Tuscany Trail station 37+00 - 20 FOM west side of Tuscany Trail station 36+00 - 16 SXV west side of Tuscany Trail station 35+50 - 29 REB in island at intersection of Blackhawk Boulevard and Galena Road - 11 SPM in island at intersection of Blackhawk Boulevard and Galena Road - 2 MSF east side of Blackhawk Boulevard station 11+50 - 9 REB in northwest corner of Tuscany Trail and Preston Drive - 2 TMW west side of Tuscany Trail station 29+50 - 7 SMK west side of Tucany Trail station 29+00 - All plantings around sign at northwest corner of Blackhawk Boulevard and Galena Road If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm pc: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G'.\Public\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 23 Punchlist 01 docx Engineering Enterprises, November 9, 2011 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, Il- 60560 Re: Grande Reserve Unit 26 Punch List United City of Yorkville Kendall County, Illinois Ms. Noble. Between October 24 and November 1, 2011, representatives of EEI performed a punch list inspection of the above referenced project. A summary of the punch list items is as follows: Genera! 1. Record drawings should be submitted for review. Record drawings must include as-built rim and invert elevations of all new storm sewer and sanitary sewer structures, as well as existing sewer structures where connections are made. For water mains, provide valve rim elevations and top- of-pipe elevations where possible. Water, sanitary, and storm service locations to individual buildings are required to be correctly located on the plan or listed in a table with measurements from the nearest downstream manhole (for sewers) and to the nearest side lot line and distance from back of curb for B-boxes. Benchmarks are to be established on all new hydrants and listed in tabular form. As-built light pole locations and cable routing are to be provided. As-built storm water basin grading and volume calculations, and adequate spot elevations for all major storm overflow paths are required. Additional as-built data may be required on a case by case basis. Record drawings shall also include the same notes, typical sections, and special details provided in the approved plans. Record drawings are required to be prepared by, signed, and sealed by an Illinois Licensed Professional Engineer. Once the record drawings are approved, provide two full-size prints and a digital copy to be imported into the City's Base Map and GIS System. 2. Provide a signed copy of the Storm Water Management System Maintenance Plan Agreement for the storm water basins. 3. All ponds should have their annual inspection reports completed and submitted to the City for review. In addition, the ponds should be surveyed to verify there are no sediment issues and the volumes are correct. 4. A 48 hour burn test of the street lights should be completed prior to acceptance. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax— www.eeiw'• • Ms. Krysti Barksdale-Noble November 9, 2011 Page 2 5. The silt fence around the topsoil stock piles need to be repaired and/or replaced. 6. There are various areas around the edge of the unit/property line that has silt fence installed that has been damaged or is missing. All silt fence that is damaged or missing should be fixed in order to control sediment runoff. 7. There are various portions of the improvements that are still being farmed. In order to control sediment runoff into the ponds or storm sewers the farmer should be contacted and asked to leave a minimum fifty (50') foot strip of vegetation between the farmland and property lines, ponds, or storm sewer. 8. All damaged and/or missing signs around ponds should be replaced or repaired necessary. 9. The storm water management easements need to be recorded. Storm Sewer 10. The following flared end sections should have the rip rap and flow line cleared along with placement of additional rip rap as needed: — FES 1-286 — FES 1-290 — FES 1-288 11. All storm sewer must be televised and reports submitted for review. If you have any questions or if you require additional information, please call. Very truly yours, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm PC. Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk JWF, EEI G APublic\Yorkville\2011\YO1130-D Grande Reserve\Docs\Unit 26 Punchlist 01 docx 0 C/Ty Reviewed By: Agenda Item Number J2 O 4 Legal ❑ OB #1 EST. �` 1836 Finance ❑ ! Engineer ❑ City Administrator Agenda Item Tracking Number M. Co my Seel ® Consultant ❑ PW 2011-52 �e ❑ Agenda Item Summary Memo Title: Windett Ridge Mowing Update Meeting & Date: PW/November 15, 2011 Synopsis: Update of the mowing violations and citations in the Windett Ridge Subdivision. Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: N/A Action Requested: Informational Item Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memorandum and supporting documents. ,`�D Cl,).. ,`� o Memorandum EST. _ 1836 To: Public Works Committee From: Krysti J. Barksdale-Noble, Community Development Director ��1r1 .� «Tom& � CC: Bart Olson, City Administrator x„MUSC-Y <LE aye° Date: November 8, 2011 Subject: Windett Ridge Mowing Update As the Public Works Committee may recall, the developer of the Windett Ridge Subdivision, Windett Ridge LLC, was cited on July 21, 2011 and fined a total of$57,200.00 for weed nuisance violations on 143 vacant lots within the development (see attached) at an administrative adjudication hearing held September 14, 2011. Since that time, the vacant lots remain uncut and continue to violate the maximum 8" height weed ordinance. It is also our understanding that the developer has no intentions of mowing the lots, therefore an additional round of inspections were conducted on October 12, 2011 and citations were posted on 144 vacant lots (one lot privately owned by another individual) within the development on October 20, 2011. The complaints are scheduled to be heard at an administrative hearing on November 21, 2011. Attached are spreadsheets prepared by staff which lists the following: lot number; date of initial inspection; date violation notice posted; follow-up inspection date; date the citation was issued; and the scheduled adjudication hearing, among other information. Photographs of the cited lots are also attached for your reference. Staff will be available at Tuesday night's meeting to answer any questions the Public Works Committee may have regarding this matter. IN THE UNITED CITY OF YORKVILLE,ILLINOIS DEPARTMENT OF LOCAL ORDINANCE ENFORCEMENT UNITED CITY OF YORKVILLE, ) a municipal corporation. ) Petitioner, ) } V. ) Cit.No.: N 0852-N 0928; } N 0964-N 1000; N 1026-N 1030; N 1051 -N 1073;NI 075 Docket No.: 11-OV-289 - 11-OV409 Windett Ridge,LLC ) I1-OV-411 - 11-OV-432 975 E 22d St., Suite 200 ) Wheaton,IL 60189 } Respondent, ) FINDING$DECISION AND ORDER THIS MATTER corning to be beard before me as the Administrative Hearing Officer for the above- captioned municipality,notice having been given and the Administrative Hearing Officer having been advised with each party having the opportunity to be heard in the premises,IT IS HEREBY ORDERED THAT: As to the violation(s)alleged in the pleadings,the Administrative Hearing Officer finds and rules as follows: Charge/Code Violation fading Decision Fines&Costa �+ Full Payment # _ _ _ _ _ Compliance By 4-1-5(a)(7): Certain Liable on docket numbers Fine=$10.00 per violation;per day October 3, Weeds(Over 8"High) 11-0V 289 through 11-OV-409 and Costs=S15.00 per file 2011 numbers 11-OV-411 through 11-OV-432 JUDGMENT TOTAL: Fines., 143 Violations x 40 Days=557,200.00 Costs: 143 files x$15.00 =$2,145. 00 IT IS FURTHER ORDERED THAT: This order may be reconsidered on September 14,2011 at 5;30 pm in the United City of Yorkville,City Hall Conference Room. On that date, if a showing is made that the Respondent is in full compliance with United City of Yorkville ordinance number 4-1-5(B)(7) on each and every lot found in violation in case numbers I1- OV-289 through 11-0V-409 and 1 I-OV-411 through I 1-OV-432,the above ordered Judgment shall be reduced to fine of$75.00 per citation(143 citations x$75.00 per citation=,$10,725.00). Costs shall remain the same. JUDGMENT'ENTERED:_ August 24. 2011 PENALTY ASSESSED: August 26,2011 Administrative Hearing Officer O > m yi11s Dr —° I EE] c ai - - - - - - - - -o 1 a0i P ' qi d 1 - -2 I — — — — — — — -' LO M 9 rd CaT I \ A nth ° sales rJ \ \ Sutton-N N � `' `/ '� \\` N, —— — — — — — — — — —— — - -� �l0 as 231 \\ 233 Ln \\ N'� 243 \\ \\ 24-4 t � 127 0 13 149 `\ w 245 V' cc M sp _ b Acreage Totals N '' ° '" - Ip 'V' Unit 2 Lots Built-38.51 Acres(106 Lots-30%) \ �, w ° \ �, f ' Yet to be Lots Vacant-59.27 Acres(157 Lots-45%) at s Offl , Open Space/HOA-32.82 Acres(8 Lots-25%) \ `V �� "' RecoldedlSUbdl'vided Legend Windett Ridge Built vs Vacant Lots Qr� �' °� Y Status F(dt ►zy Park X10 109 (VV in(t" dge Park) Built ` � x71 rvh ��"'� , 276 Vacant ` \ Open Space/HOA Windett Ridge 0 750 1 The Data is provided without warranty or any representation of N 1,500 accuracy,timeliness,or completeness.It is the responsibility of the "Requester"to determine accuracy,timeliness,completeness,and appropriateness of its use.The United City of Yorkville makes no W ��E Built/Vacant Lots warranties,expressed or implied,to the use t the Data. Feet -Parcel Data provided by Kendall County GIS As of May 1, 2009 Map produced by United City of Yorkville GIS g City of Yorkville 10/10/2010 - 10/16/2011 TYPE.....H=Improved Residential,V=Vacant Lot,C=Improved Commercial, T=Hourly Rote # Investigate ID# lot# Address Posted Follow-up PW to mow? Type Notes Adjudication Liable? Fine 1 10/12/2011 514 17 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 2 10/12/2011 514 18 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 3 10/12/2011 514 43 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 4 10/12/2011 514 1 66 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 5 10/12/2011 514 1 67 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10120/2011 11/21/2011 6 10/12/2011 514 68 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 7 10/12/2011 514 69 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 8 10/12/2011 514 73 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 9 10/12/2011 514 75 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 10 10/12/2011 514 76 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 11 10/12/2011 514 167 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 12 10/12/2011 514 169 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 13 10/12/2011 514 169 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 14 10/12/2011 514 170 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 15 10/12/2011 514 171 Windett Ridge 10112/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 16 10/12/2011 514 172 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 17 10/12/2011 514 173 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 18 10/12/2011 514 174 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/2012011 11/21/2011 19 10/12/2011 514 175 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 20 10/12/2011 514 177 Windett Ridge 10/1212011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 21 10/12/2011 514 1 180 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 22 10/12/2011 514 181 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 23 10/12/2011 514 186 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 24 10/12/2011 514 189 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 25 10/12/2011 514 190 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 26 10/12/2011 514 193 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 27 10/12/2011 514 194 Windett Ridge 10112/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 28 10/12/2011 514 195 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10120/2011 11/21/2011 29 10/12/2011 514 196 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 30 10/12/2011 514 198 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 31 10/12/2011 514 205 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 32 10/12/2011 514 206 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 33 10/12/2011 514 207 Windett Ridge 1 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 City of Yorkville 10/10/2010 - 10/16/2011 TYPE.....H=Improved Residential, V=Vacant tot, C=Improved Commercial, T=Hourly Rate # Investigate ID# Lot# Address Posted Follow-up PW to mow? Type Notes Adjudication Liable? Fine 34 10/12/2011 514 208 Windett Ridge 10112/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 35 10/12/2011 514 209 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 36 10/12/2011 514 210 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 37 10/12/2011 514 1 211 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 38 10/12/2011 514 212 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 39 10/12/2011 514 214 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 40 10/12/2011 514 215 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 41 10/12/2011 514 223 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 42 10/12/2011 514 229 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 43 10/12/2011 514 231 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 44 1 10/12/2011 514 233 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 45 10/12/2011 514 237 Windett Ridge 10/12/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 46 10/13/2011 514 75 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 47 10/13/2011 514 76 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 48 10/13/2011 514 78 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 49 10/13/2011 S14 79 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 50 10/13/2011 514 80 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 51 10/13/2011 514 81 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 52 10/13/2011 514 82 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 53 10/13/2011 514 83 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 54 10/13/2011 514 84 Windett Ridge 10/13/2011 1 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 S5 10/13/2011 514 85 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 56 10/13/2011 514 86 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 57 10/13/2011 514 87 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 58 10/13/2011 514 88 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 59 10/13/2011 514 89 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 60 10/13/2011 514 106 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 61 10/13/2011 514 107 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 62 10/13/2011 514 108 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10120/2011 11/21/2011 63 10/13/2011 514 109 Windett Ridge 1 10/13/2011 10/20/2011 No V I Sent ticket on 10/20/2011 1 11/21/2011 ON of Yorkville 10/10/2010 2010 - 10/162011 TYPE.....H=Improved Residential, V=Vacant Lot, C=Improved Commercial, T=Hourly Rate # Investigate 1D# Lot d Address Posted Follow-up PW to mow? Type Notes Adjudication Liable? Fine 64 10/13/2011 514 110 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 65 10/13/2011 514 111 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 66 10/13/2011 514 112 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 67 10/13/2011 514 113 1 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 68 10/13/2011 514 114 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 69 10/13/2011 514 115 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 70 10/13/2011 514 116 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 71 10/13/2011 514 117 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 72 10/13/2011 514 118 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 73 10/13/2011 514 119 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 74 10/13/2011 514 120 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 75 10/13/2011 514 121 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 76 10/13/2011 514 122 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 77 10/13/2011 514 123 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 78 10/13/2011 514 124 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 79 10/13/2011 514 127 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 80 10/13/2011 514 128 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 81 10/13/2011 514 129 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 82 10/13/2011 514 130 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 83 10/13/2011 514 133 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 84 10/13/2011 514 134 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 85 10/13/2011 514 135 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 86 10/13/2011 514 136 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 87 10/13/2011 514 137 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 88 10/13/2011 514 138 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 89 10/13/2011 514 139 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 90 10/13/2011 514 140 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 91 10/13/2011 514 141 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 92 10/13/2011 514 142 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 93 10/13/2011 514 143 Windett Ridge 1 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 Yorkville 10/10/2010 - 10/16/2011 TYPE.....H=Improved Residential, V=Vacant Lot, C=Improved Commercial, T=Hourly Rate # Investigate ID# Lodi Address Posted Follow-up PW to mow? Type Notes Adjudication liable? Fine 94 10/13/2011 514 144 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 95 10/13/2011 514 145 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 96 10/13/2011 514 146 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 97 10/13/2011 514 147 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 98 10/13/2011 514 148 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 99 10/13/2011 514 149 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 100 10/13/2011 514 150 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 101 10/13/2011 514 151 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 102 10/13/2011 514 152 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 103 10/13/2011 514 153 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 104 10/13/2011 514 154 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 105 10/13/2011 514 155 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 106 10/13/2011 514 158 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 107 10/13/2011 514 159 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 108 10/13/2011 514 161 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 109 10/13/2011 514 1 163 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 110 10/13/2011 514 241 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 11 10/13/2011 514 242 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 112 10/13/2011 514 243 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 113 10/13/2011 514 244 Windett Ridge 10/1312011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 114 10/13/2011 514 245 Windett Ridge 10/13/2011 10/20/2011 No V I Sent ticket on 10/20/2011 11/21/2011 115 10/13/2011 514 246 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 116 10/13/2011 514 248 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 117 10/13/2011 514 249 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 118 10/13/2011 514 250 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 119 10/13/2011 514 251 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 120 10/13/2011 514 252 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 City oLYorkvifle 10/10/2010 — 10/16/2011 TYPE.....H=Improved Residential, V=Vacant Lot, C=Improved Commercial, T=Hourly Rate # Investigate ID# Lot# Address Posted Follow-up PW to mow? Type Notes Adjudication Liable? Fine 121 10/13/2011 514 253 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 122 10/13/2011 514 254 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 123 10/13/2011 514 255 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 124 10/13/2011 514 256 Wlndett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 125 10/13/2011 514 258 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 126 10/13/2011 514 259 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 127 10/13/2011 514 260 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 128 10/13/2011 514 261 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 129 10/13/2011 514 262 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 130 10/13/2011 514 263 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 131 10/13/2011 514 264 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 132 10/13/2011 514 265 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 133 10/13/2011 514 266 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 134 10/13/2011 514 267 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 135 10/13/2011 514 268 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 136 10/13/2011 514 269 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 137 10/13/2011 514 270 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 138 10/13/2011 514 271 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 139 10/13/2011 514 272 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 140 10/13/2011 514 273 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 141 10/13/2011 514 274 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 142 10/13/2011 514 275 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 143 10/13/2011 514 276 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 144 10/13/2011 514 277 Windett Ridge 10/13/2011 10/20/2011 No V Sent ticket on 10/20/2011 11/21/2011 Ticket# Issuing Agent PIN Lot# Address 1228 Severson 05-09-178-007 Lot 43 247 Windett Ridge Rd 1229 Severson 05-09-179-003 Lot 18 278 Windett Ridge Rd 1230 Severson 05-09-179-004 Lot 17 272 Windett Ridge Rd 1231 Severson 05-09-180-008 Lot 223 386 Sutton Street 1232 Severson 05-09-181-001 Lot 195 311 Sutton Street 1233 Severson 05-09-181-002 Lot 196 323 Sutton Street 1234 Severson 05-09-181-004 Lot 198 347 Sutton Street 1235 Severson 05-09-181-016 Lot 193 412 Windett Ridge Rd 1236 Severson 05-09-181-017 Lot 194 402 Windett Ridge Rd 1237 Severson 05-09-251-007 Lot 66 489 Windett Ridge Rd 1238 Severson 05-09-251-008 Lot 67 495 Windett Ridge Rd 1239 Severson 05-09-252-001 Lot 68 501 Windett Ridge Rd 1240 Severson 05-09-252-002 Lot 69 511 Windett Ridge Rd 1241 Severson 05-09-252-006 Lot 73 591 Windett Ridge Rd 1242 Severson 05-09-254-002 Lot 190 442 Windett Ridge Rd 1244 Severson 05-09-254-003 Lot 189 2301 Winterthur Grn 1245 Severson 05-09-254-006 Lot 186 2347 Winterthur Grn 1246 Severson 05-09-255-001 Lot 181 2352 Winterthur Grn 1247 Severson 05-09-255-002 Lot 180 2342 Winterthur Grn 1248 Severson 05-09-255-005 Lot 177 2312 Winterthur Grn 1250 Severson 05-09-255-007 Lot 175 502 Windett Ridge Rd 1201 Severson 05-09-255-008 Lot 174 506 Windett Ridge Rd 1202 Severson 05-09-255-009 Lot 173 510 Windett Ridge Rd 1203 Severson 05-09-255-010 Lot 172 522 Windett Ridge Rd 1204 Severson 05-09-255-011 Lot 171 532 Windett Ridge Rd 1205 Severson 05-09-255-012 Lot 170 542 Windett Ridge Rd 1206 Severson 05-09-255-013 Lot 169 552 Windett Ridge Rd 1207 Severson 05-09-255-014 Lot 168 568 Windett Ridge Rd 1208 Severson 05-09-255-015 Lot 167 584 Windett Ridge Rd 1209 Severson 05-09-255-016 Lot 215 569 Sutton Street 1210 Severson 05-09-255-017 Lot 214 547 Sutton Street 1211 Severson 05-09-255-019 Lot 212 503 Sutton Street 1212 Severson 05-09-255-020 Lot 211 491 Sutton Street 1213 Severson 05-09-255-021 Lot 210 479 Sutton Street 1214 Severson 05-09-255-022 Lot 209 467 Sutton Street 1215 Severson 05-09-255-023 Lot 208 455 Sutton Street 1216 Severson 05-09-255-024 Lot 207 449 Sutton Street 1217 Severson 05-09-255-025 Lot 206 437 Sutton Street 1218 Severson 05-09-255-026 Lot 205 425 Sutton Street 1219 Severson 05-09-256-003 Lot 229 448 Sutton Street 1220 Severson 05-09-256-005 Lot 231 2465 Waverly Cir 1221 Severson 05-09-258-002 Lot 159 602 Windett Ridge Rd 1222 Severson 05-09-258-003 Lot 158 612 Windett Ridge Rd 1223 Severson 05-09-276-001 Lot 75 611 Windett Ridge Rd 1224 Severson 05-09-276-002 Lot 76 621 Windett Ridge Rd 1225 Severson 105-09-276-004 Lot 78 641 Windett Ridge Rd 1276 Severson 05-09-379-001 Lot 261 2691 Fairfax Way 1277 Severson 05-09-379-002 Lot 260 2685 Fairfax Way 1278 Severson 05-09-379-003 Lot 259 2673 Fairfax Way 1279 Severson 05-09-379-004 Lot 258 2667 Fairfax Way 1280 Severson 05-09-379-005 Lot 257 2655 Fairfax Way 1281 Severson 05-09-379-006 Lot 256 2649 Fairfax Way 1282 Severson 05-09-379-007 Lot 255 2641 Fairfax Way 1283 Severson 05-09-380-001 Lot 262 2692 Fairfax Way 1284 Severson 05-09-380-002 Lot 263 2682 Fairfax Way 1285 Severson 05-09-380-003 Lot 264 2662 Fairfax Way 1286 Severson 05-09-380-004 Lot 265 2701 Phelps Ct 1287 Severson 05-09-380-005 Lot 266 2711 Phelps Ct 1288 Severson 05-09-380-006 Lot 267 2721 Phelps Ct 1290 Severson 05-09-380-007 Lot 268 2731 Phelps Ct 1289 Severson 05-09-380-008 Lot 269 2741 Phelps Ct 1291 Severson 05-09-380-009 Lot 270 2742 Phelps Ct 1292 Severson 05-09-380-010 Lot 271 2732 Phelps Ct 1293 Severson 05-09-380-011 Lot 272 12722 Phelps Ct 1294 Severson 05-09-380-012 Lot 273 2712 Phelps Ct 1295 Severson 05-09-380-013 Lot 274 2702 Phelps Ct 1296 Severson 05-09-401-003 Lot 233 2483 Waverly Cir 1298 Severson 05-09-401-007 Lot 237 2478 Waverly Cir 1299 Severson 05-09-401-010 Lot 241 2423 Fairfax Way 1300 Severson 05-09-401-011 Lot 242 2435 Fairfax Way 1301 Severson 05-09-401-012 Lot 243 2447 Fairfax Way 1302 Severson 05-09-401-013 Lot 244 2459 Fairfax Way 1303 Severson 05-09-401-014 Lot 245 2463 Fairfax Way 1304 Severson 05-09-401-015 Lot 246 2475 Fairfax Way 1305 Severson 05-09-401-017 Lot 248 2563 Fairfax Way 1306 Severson 05-09-401-018 Lot 249 2575 Fairfax Way 1307 Severson 05-09-401-019 Lot 250 12601 Fairfax Way 1308 Severson 105-09-401-020 Lot 251 2609 Fairfax Way 1309 Severson 05-09-401-021 Lot 252 2621 Fairfax Way 1310 Severson 05-09-401-022 Lot 253 2629 Fairfax Way 1311 Severson 05-09-401-023 Lot 254 2633 Fairfax Way 1312 Severson 05-09-402-001 Lot 161 611 Sutton Street 1313 Severson 05-09-402-003 Lot 163 622 Sutton Street 1314 Severson 05-09-402-009 Lot 127 2447 Wilton Ct 1315 Severson 05-09-402-010 JL21 128 2456 Wilton Ct 1316 Severson 05-09-402-011 ILot 129 12453 Wilton Cr 1317 Severson 05-09-402-012 Lot 130 2441 Wilton Cr 1318 Severson 05-09-402-014 Lot 133 2478 Wilton Cr 1319 Severson 05-09-403-001 Lot 275 2612 Fairfax Way 1320 Severson 105-09-403-002 Lot 276 2606 Fairfax Way 1321 Severson 05-09-403-003 Lot 277 2602 Fairfax Way 1322 Severson 05-09-403-005 Lot 124 602 Kentshire Dr 1323 Severson 05-09-403-006 Lot 123 642 Kentshire Dr 1324 Severson 05-09-403-007 Lot 122 662 Kentshire Dr 1325 Severson 05-09-403-008 Lot 121 682 Kentshire Dr 1326 Severson 05-09-403 709 Lot 120 702 Kentshire Dr 1327 Severson 05-09-403-010 Lot 119 712 Kentshire Dr 1329 Severson 05-09-403-011 Lot 118 722 Kentshire Dr 1330 Severson 05-09-425-001 Lot 79 651 Windett Ridge Rd 1331 Severson 05-09-425-002 Lot 80 661 Windett Ridge Rd 1332 Severson 05-09-425-003 Lot 81 671 Windett Ridge Rd 1333 Severson 05-09-425-004 Lot 82 681 Windett Ridge Rd 1334 Severson 105-09-425-005 Lot 83 691 Windett Ridge Rd 1335 Severson 05-09-425-006 Lot 84 701 Windett Ridge Rd 1336 Severson 05-09-425-007 Lot 85 711 Windett Ridge Rd 1337 Severson 05-09-425-008 Lot 86 731 Windett Ridge Rd 1338 Severson 05-09-425-009 Lot 87 751 Windett Ridge Rd 1339 Severson 05-09-425-010 Lot 88 771 Windett Ridge Rd 1340 Severson 05-09-425-011 Lot 89 791 Windett Ridge Rd 1341 Severson 05-09-426-001 Lot 155 642 Windett Ridge Rd 1342 Severson 05-09-426-002 Lot 154 652 Windett Ridge Rd 1343 Severson 05-09-426-003 Lot 153 662 Windett Ridge Rd 1344 Severson 05-09-426-004 Lot 152 672 Windett Ridge Rd 1345 Severson 05-09-426-005 Lot 151 2401 Fitzhugh Turn 1346 Severson 05-09-426-006 Lot 150 2411 Fitzhugh Turn 1347 Severson 05-09-426-007 Lot 149 2421 Fitzhugh Turn 1348 Severson 05-09-426-008 Lot 148 2431 Fitzhugh Turn 1349 Severson 05-09-426-009 Lot 147 2432 Fitzhugh Turn 1351 Severson 05-09-426-010 Lot 146 2422 Fitzhugh Turn 1352 Severson 05-09-426-011 Lot 145 12412 Fitzhugh Turn 1353 Severson 05-09-426-012 Lot 144 2402 Fitzhugh Turn 1354 Severson 05-09-426-013 Lot 143 795 Kentshire Dr 1355 Severson 05-09-426-014 Lot 142 789 Kentshire Dr 1356 Severson 105-09-426-015 Lot 141 781 Kentshire Dr 1357 Severson 05-09-426-016 Lot 140 775 Kentshire Dr 1358 Severson 05-09-426-017 Lot 139 763 Kentshire Dr 1359 Severson 05-09-426-018 Lot 138 759 Kentshire Dr 1360 Severson 05-09-426-019 Lot 137 747 Kentshire Dr 1361 Severson 05-09-426-020 Lot 136 735 Kentshire Dr 1362 Severson 05-09-426-021 Lot 135 723 Kentshire Dr 1363 Severson 05-09-426-022 Lot 134 711 Kentshire Dr 1365 Severson 05-09-427-001 Lot 117 732 Kentshire Dr 1366 Severson 05-09-427-002 Lot 116 742 Kentshire Dr 1367 Severson 05-09-427-003 Lot 115 752 Kentshire Dr 1368 Severson 05-09-427-004 Lot 114 758 Kentshire Dr 1369 Severson 05-09-427-005 Lot 113 762 Kentshire Dr 1370 Severson 05-09-427-006 Lot 112 802 Caulfield Pt 1371 Severson 05-09-427-007 Lot 111 808 Caulfield Pt 1372 Severson 05-09-427-008 Lot 110 812 Caulfield Pt 1373 Severson 05-09-427-009 Lot 109 822 Caulfield Pt 1374 Severson 05-09-427-010 Lot 108 821 Caulfield Pt 1375 Severson 05-09-427-011 Lot 107 811 Caulfield Pt 1376 Severson 05-09-427-012 Lot 106 801 Caulfield Pt L. Ar a •.�.--w �� . Lot 68 Lot 69 Lot 73 Lot 75 Lot 76 4 W, k t'.W.—'Un Lot 78 Lot 79 Lot 80 Lot 81 Lot 82 �- Lot 83 Lot 84 Lot 85 Lot 06 Lot 87 Lot 88 Lot 89 Lot 106 Lot 107 Lot 108 _ .e Lot 109 Lol 110 Lot 111 Lot 112 Lot 113 I k _ Lot 114 Lot 115 Lot 116 Lot 117 Lot 118 If Lot 119 Lot 120 Lot 121 Lot 122 Lot 123 Lot 124 Lot 127 Lot 128 Lot 129 Lot 130 Lot 133 Lot 134 Lot 135 Lot 136 Lot 137 Alie "0407. � V Lot 138 Lot 139 Lot 140 Lot 141 Lot 142 ? . �+ r - ti • L 4A Lot 143 Lot 144 Lot 145 Lot 146 Lot 147 Lot 146 Lot 149 Lot 150 Lot 151 Lot 152 T Lot 153 Lot 154 Lot 155 Lot 156 Lot 159 _ As Lot 161 Lot 163 Lot 167 Lot 168 Lot 169 y qua- Pik �a • '-- --=-rte _ r,•.�, �� Lot 170 Lot 171 Lot 172 Lot 173 Lot 174 if -• - ., .Vii..; ..;�__ -- -� { _. _ T Lot 175 Lot 177 Lot 180 y Lot 181 Lot 186 gig Lot 189 Lot 190 Lot 193 Lot 194 Lot 195 2MM -Lot 196 Lot 198 Lot 205 Lot 206 Lot 207 v k _ .z. tip..• :-: Lot 208 Lot 209 Lot 210 Lot 211 Lot 212 pr- - - Lot 214 Lot 215 Lot 223 Lot 229 Lot 231 oil Lot 233 Lot 237 Lot 241 Lot 242 Lot 243 Lot 244 Lot 245 Lot 246 Lot 248 Lot 249 ILA Lot 250 Lot 251 Lot 252 Lot 253 Lot 254 Lot 255 Lot 256 Lot 257 Lot 258 Lot 259 Lam- Lot 260 Lol 261 Lot 262 Lot 263 Lot 264 Lot 265 Lot 266 Lot 267 Lot 268 Lot 269 Lot 270 Lot 271 Lot 272 Lot 273 Lot 274 �► °lw AIA Lot 275 Lot 276 Lot 277 Lot 17 Lot 18 y � Lot 43 Lot 66 Lot 67 C/py Reviewed By: Agenda Item Number 61 0 J= Legal ❑ ° � OB #2 EST. `�� 1636 Finance ❑ Engineer ❑ Agenda Item Tracking Number /Irk City Administrator Ej CoJitt See, , %1eN E]�� Consultant ❑ PW 2011-48 <kE �>• Agenda Item Summary Memo Title: Road Maintenance on Tommy Hughes Way and Saravanos Dr. Update Meeting & Date: PW/November 15, 2011 Synopsis: Update of the road maintenance issues related to the pavement deterioration and potholes on observed on Tommy Hughes Way and Saravanos Drive. Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: N/A Action Requested: Informational Item Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: Reviewed By: Agenda Item Number a, O Legal ❑ OB #3 Finance ❑ EST. a less Engineer ■ F.01 City Administrator El Tracking Number "�Sa' Q Consultant ❑ El PW 2011-31 <CE Agenda Item Summary Memo Title: Kendall Marketplace Development/Proposed Improvements Meeting and Date: Public Works—November 15, 2011 Synopsis: Status Update Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Discussion Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: A verbal update will be provided at the meeting.