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Public Works Packet 2006 04-03-06 r United City of Yorkville 800 Game Farm Road EST 1 --_ 1836 Yorkville, Illinois 60560 4 Telephone: 630-553-4350 96 " o Fax: 630-553-7575 PUBLIC WORKS COMMITTEE MEETING AGENDA Monday,April 3,2006 7:00 PM City Hall Conference Room REVISED 4/3106 Approval/Correction of Minutes: February 6, 2006 Presentations: None New Business: 1. PW 2006-57 Raintree Village Unit 1 —Earthwork Bond Reduction#2 2. PW 2006-58 Raintree Village Unit 1 — Sitework Bond Reduction#2 3. PW 2006-59 Raintree Village Unit 2—Bond Reduction#1 4. PW 2006-60 Raintree Village Unit 3 —Bond Reduction#1 5. PW 2006-61 Raintree Village Unit 4—Letter of Credit Reduction#1 6. PW 2006-62 Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2 7. PW 2006-63 Raintree Village Unit 5 —Sitework Letter of Credit Reduction#1 8. PW 2006-64 Raintree Village Route 126 Temporary Entrance—Bond Reduction#1 9. PW 2006-65 Fox Hill Unit 6 (Lots 3 &4)—Plat of Easement 10. PW 2006-66 Yorkville Business Center(Lot 18)—Plat of Easement 11. PW 2006-67 Gruber-Kostal Dental Building—Plat of Easement 12. PW 2006-68 Kennedy Road PRV Station—Plat of Easement 13. PW 2006-69 Raymond Storm Sewer Outfall—Plat of Easement 14. PW 2006-70 FPA Expansion Agreement—Hattner Property 15. PW 2006-712005 In-Town Drainage Program—Request for Additional Compensation 16. PW 2006-72 2006 Crack Filling Project—MFT Appropriation Resolution 17. PW 2006-73 EEI Proposed Hourly Rate Changes 18. PW 2006-74 South Waterworks Improvements—EEI Proposal 19. PW 2006-75 FY 06/07 General Maintenance MFT Resolution 20. PW 2006-76 Proposal for Alarm Installation and Monitoring v Page 2 Public Works Committee April 3, 2006 New Business (con't): 21. PW 2006-77 Fox Hill SSA Maintenance Bid Results 22. PS 2005-13 Countryside Parkway—Address Changes 23. PS 2006-10 Swanson Lane Estates—Address Changes 24. Liaison Responsibilities 25. PW 2006-78 Plat of Dedication—Kennedy and Mill Roads Old Business: Additional Business: .<0 C/py t 0 United City of Yorkville 800 Game Farm Road EST 18381 Yorkville, Illinois 60560 0 *I ®2 Telephone: 630-553-4350 -$$ Fax: 630-553-7575 PUBLIC WORKS COMMITTEE MEETING AGENDA Monday, April 3, 2006 7:00 PM City Hall Conference Room Approval/Correction of Minutes: February 6, 2006 Presentations: None New Business: 1. PW 2006-57 Raintree Village Unit 1 —Earthwork Bond Reduction#2 2. PW 2006-58 Raintree Village Unit 1 — Sitework Bond Reduction#2 3. PW 2006-59 Raintree Village Unit 2—Bond Reduction#1 4. PW 2006-60 Raintree Village Unit 3 —Bond Reduction#1 5. PW 2006-61 Raintree Village Unit 4—Letter of Credit Reduction#1 6. PW 2006-62 Raintree Village Unit 5—Earthwork Letter of Credit Reduction#2 7. PW 2006-63 Raintree Village Unit 5 — Sitework Letter of Credit Reduction#1 8. PW 2006-64 Raintree Village Route 126 Temporary Entrance—Bond Reduction#1 9. PW 2006-65 Fox Hill Unit 6 (Lots 3 & 4)—Plat of Easement 10. PW 2006-66 Yorkville Business Center (Lot 18)—Plat of Easement 11. PW 2006-67 Gruber-Kostal Dental Building—Plat of Easement 12. PW 2006-68 Kennedy Road PRV Station—Plat of Easement 13. PW 2006-69 Raymond Storm Sewer Outfall—Plat of Easement 14. PW 2006-70 FPA Expansion Agreement—Hattner Property 15. PW 2006-71 2005 In-Town Drainage Program—Request for Additional Compensation 16. PW 2006-72 2006 Crack Filling Project—MFT Appropriation Resolution 17. PW 2006-73 EEI Proposed Hourly Rate Changes 18. PW 2006-74 South Waterworks Improvements—EEI Proposal 19. PW 2006-75 FY 06/07 General Maintenance MFT Resolution 20. PW 2006-76 Proposal for Alarm Installation and Monitoring 21. PW 2006-77 Fox Hill SSA Maintenance Bid Results Page 2 Public Works Committee April 3, 2006 New Business (con't): 22. PS 2005-13 Countryside Parkway—Address Changes 23. PS 2006-10 Swanson Lane Estates—Address Changes 24. Liaison Responsibilities Old Business: Additional Business: Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING MONDAY,FEBRUARY 6,2006 7:00 P.M. City Hall Conference Room PRESENT: Mayor Art Prochaska Alderman Joe Besco, Chairman Public Works Director Eric Dhuse(left at 8:20) Alderman Dean Wolfer Alderman Marty Munns (left at 8:10) City Engineer Joe Wywrot Scott Sleezer Jeff Freeman The meeting was called to order at 7:00 pm. by Chairman Joe Besco. New Business 15. Hamman Property Stormwater Feasibility Study—This is the property North of Rt. 34 at Countryside Parkway. There is a location for a proposed Wal-Mart. Part of the property will be mined for sand and gravel. After the sand and gravel is mined it will become a Regional Stormwater Detention Basin with a recreational area to be developed. The recreational area would have a 60 acre pond with a 5 acre beach area and a park area. The City is obligated to find an easement and Hamman and the Developer will fund the construction. Rt. 34 will have Infiltration trenches under it. The proposed contract includes the Infiltration Basin,the Outfall Sewer, and the Rt. 34 drainage. Additional considerations are the environmental issues of an outfall sewer to the Fox River,the Best Management Practices for the Basin, and capital and operation and maintenance costs. The estimated fees are $39,800. The report will be provided within 90 days of the notice to proceed. Hamman will be asked to pay for the study. This will move on to COW for discussion. Old Business 2. PW 2006-16 Route 47 Improvement(Corneils—Baseline)Engineering Agreement—There are existing and future developments in this corridor that will be asked to help fund. This will go on to COW. 3. PW 2006-40 Public Works/Parks Department Building Update—This will move on to COW. Page 2 of 3 1. PW 2005-24 Fox Hill Unit 3—Additional Parking—It would cost$30,000 for 6 new stalls. The Park Board did not want to spend Land Cash for this. It will come back to a future Public Works. New Business 1. PW 2006-21 Water Department Report for March 2005—This is just a clean-up. This will go on to COW on Consent Agenda. 2. PW 2006-22 Water Department Report for April 2005—This is just a clean-up. This will go on to COW on Consent Agenda. 3. PW 2006-23 Water Department Report for October 2005—This will go on to COW on Consent Agenda. 4. PW 2006-24 Water Department Report for November 2005—This will go on to COW on Consent Agenda. 5. PW 2006-25 Water Department Report for December 2005—This will go on to COW on Consent Agenda. 6. PW 2006-26 Saravanos Properties—Letter of Credit Reduction#2—This is for earthwork. This will go on to COW on Consent Agenda. 7. PW 2006-27 Castle Bank—Plat of Easement—This is for perimeter easements for a watermain. This will move on to COW on Consent Agenda. 8. PW 2006-28 Rob Roy Creek Interceptor—Contract 5 Easements—This is for side sewers extending to Commercial Drive. The Wheaton Ave. pump station will be abandoned. This will go on to COW on Consent Agenda. 9. PW 2006-29 Routine IDOT Highway Permit—Prestwick of Yorkville—Route 126 Temporary Entrance—The City will require a Bond from the developer prior to submitting the application. This will go on to COW on Consent Agenda. 11. PW 2006-31 Cozy Corner Subdivision—Sidewalk Agreement—This is for the sidewalk on 126. This will go on to COW on Consent Agenda. 12. PW 2006-32 Grande Reserve Regional Park—Letter of Credit Reduction#1 —This is for earthwork and erosion control. This will go on to Cow on Consent Agenda. 16. PW 2006-36 Bristol Ridge Road Reconstruction—Change Order#1 —This is a final balancing change order in the amount of an $82,151.18 decrease. This will move on to COW on Consent Agenda. Approval/Correction of Minutes: August 22,2005 and January 9, 2006—The Minutes were approved. New Business 10. PW 2006-30 Mailbox Standards and Replacement Policy—The post will not be larger than a 4"x 4" or 4 '/2" diameter wood post or 1 %2" steel post. The anchor will be no deeper than 24". This prohibits masonry mailboxes. This may be in the private improvements in the Public Right of Way. It will be verified, and if it is not in the improvements policy, it will be listed in this Policy. This will move on to COW. Page 3 of 3 13. PW 2006-33 Parkway Tree Removal Request by Resident—Eric Dhuse recommends the removal of the tree because the roots interfere with a sewer line. This requires no further action from the Council. 14. PW 2006-34 River's Edge Subdivision—Offsite Watermain Recapture— There are two different pressure zones. The area highlighted in green is the lower pressure zone and the area highlighted in red is the area serviced by a booster station. There was discussion about the way fees could be handled per acre. Joe Wywrot and John Wyeth will work on a draft agreement. This will come back to a future COW with a draft agreement. 17. PW 2006-37 Subdivision Control Ordinance—Proposed Revisions—Kendall County recommended the standards. The cleanup and changes will go to Joe Wywrot. A revised ordinance will come to a future Public Works. 18. PW 2006-38 Engineering Department—Proposed FY 06/07 Budget—There were some changes due to the scheduled hire of new employees, and a promotion of a current employee. Contractual services were raised to reflect actual expenses, and there will be 2 vehicles replaced. This will move on to a future COW. 19. PW 2006-39 Project Manager—Proposed Position and Job Description—Joe Wywrot recommends approval. This will be funded in the new fiscal year. This will move on to COW for discussion. Additional Business There will be some patching done to Game Farm Road and the Parking Lot downtown. Well 4 is pumping and the Backup generator is working on Well 7. The Water Towers are secure. There are alarms on them from Wire Wizard. Presentations: 1. PW 2005-25 Tree Canopy Protection Ordinance by Edith Makra, Community Trees Advocate, Morton Arboretum—Edith Makra spoke about the different communities she is helping with protection ordinances and what they are doing with the ordinances. She passed out some information about protection ordinances, preserving trees, reforestation, and conservation. She spoke about canopy cover percentages Forest Services use. Yorkville would like to save the trees is does have, but since the land was mostly used for farming, a canopy can be created with a landscaping and a protection ordinance. The meeting was adjourned at 9:15 P.M. Minutes submitted by Laura Leppert SIG ♦A C/Ty Reviewed By: J� ��► Legal ❑ City Council Finance ❑ 1836 Engineer Agenda Item Tracking Number City Administrator ❑ .... °'�O Consultant ❑ �`► � ❑ City Council Agenda Item Summary Memo Title: Raintree Village Unit 1 —Earthwork Bond Reduction#2 City Council/COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be $184,516.13. The amount remaining would be $138,000.00. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: r o United City of Yorkville Memo '% 800 Game Farm Road EST. t.18M Yorkville, Illinois 60560 y Telephone: 630-553-8545 �;A .' , �p Fax: 630-553-3436 SCE Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer W CC: Lisa Pickering,Office Assistant Subject: Raintree Village Unit —Earthwork Bond Reduction#2 Safeco Insurance Company Bond#6231637 Attached find a request from Jacob &Hefner Associates,P.C. on behalf of Lennar Communities of Chicago to reduce the earthwork letter of credit for Raintree Village Unit 1. I have reviewed the request and concur with the amount of work completed to date. The request,however, did not use the correct original letter of credit amount in the calculations, therefore the amount of the reduction is incorrect. Attached find a spreadsheet showing the correct calculations. I recommend that Safeco Insurance Company Bond#6231637 for Raintree Village Unit 1 be reduced by the amount of$184,516.13. The remaining amount in the bond would be $138,000.00. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village-Unit 1 Earthwork/Erosion&Sediment Control Reduction No. 2 LOC/Bond Approved Original amount Bond amount Substantially complete Reduction No.2 Amount to remain Item Eno. Est. for LOC/Bond after Red.No.1 prior to Red. No.2 Amount after Red. No.2 Earthwork $853,850.00 $939,235.00 $249,751.13 $853,850.00 $121,673.63 $128,077.50 Erosion Control $66,150.00 $72,765.00 $72,765.00 $66,150.00 $62,842.50 $9,922.50 Totals $920,000.00 $1,012,000.00 $322,516.13 $920,000.00 $184,516.13 $138,000.00 Notes: 1)Remaining LOC/Bond amt.to be 15%of substantially completed items plus 110%of uncompleted items. JACOB & HEFNER ASSOCIATES, P.C. 190 OA BROOK TERRACE, IL 01811 Z* ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction – Raintree Village Unit 1 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 1. The Unit 1 has two different letters of credits. The mass grading letter of credit (LOC # 62319637) is in amount of$1,012,000 The site improvement letters of credit is in amount of $3,247,261.60 (LOC # 104184456) with additional amount of$265,958.40. The gross letter of credit amount for Unit 1 is $4,525,220.00. The previous reductions approved were $689,483.87 and $ 2,683,970.64 for a total of $3,373,454.51. We are requesting a new reduction of $459,392.13 for a gross letter of credit amount of $692,373.36 to remain for Unit 1. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. III— I U4�2Q' Thakor P. Patel, P.E. XC: John Whitehouse, EEI, Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 1 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO,_LLC PROJECT # D054 LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 TOPSOIL STRIP TO STOCKPILE 82900 C.Y. $2.50 $207,250.00 100 $207,250.00 2 CLAY CUT TO FILL 190,000 C.Y. $3.00 $570,000.00 okt 100 $570,000.00 3 TOPSOIL RESPREAD, 6" IN PONDS 16,000 C.Y. $2.50 $40,000.00 100 $40,000.00 SUBTOTAL= $817,250 UNIT PERCENT PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 25,960 S.Y. $3.50 $90,860.00 50 2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 14,000 S.Y. $5.25 $73,500.00 100 $73,500.00 3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 11,960 S.Y. $9.00 $107,640.00 100 $107,640.00 4 10" CRUSHED AGG. BASE CSE., TYPE B 14,000 S.Y. $7.00 $98,000.00 100 $98,000.00 5 12" CRUSHED AGG. BASE CSE., TYPE B 11,960 S.Y. $8.00 $95,680.00 100 $95,680.00 6 3" BIT. CONC. SURF. CSE., TY 2, MIXED, CLI 3,800 S.Y. $6.75 $25,650.00 100 $25,650.00 7 10" CRUSHED AGG. BASE CSE., TYPE B 3,800 S.Y. $7.00 $26,600.00 100 $26,600.00 8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,980 L.F. $10.00 $169,800.00 100 $169,800.00 9 P.C.C. SIDEWALK 84,300 S.F. $3.00 $252,900.00 100 $252,900.00 SUBTOTAL= $940,630 UNIT PERCENT SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8" SAN SEWER, PVC SDR 26 4,691 L.F. $20.00 $93,820.00 100 $93,820.00 2 10" SAN SEWER, PVC SDR 26 187 L.F. $30.00 $5,610.00 100 $5,610.00 2 10" SAN SEWER, PVC SDR 21 1,665 L.F. $35.00 $58,275.00 100 $58,275.00 RAINTREE VILLAGE - UNIT 1 1 OF 6 UNIT PERCENT WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8" WM, DIP CL 52 W/FITGS 4,360 L.F. $21.00 $91,560.00 100 $91,560.00 2 12" WM, DIP CL 52 W/FITGS 620 L.F. $29.00 $17,980.00 100 $17,980.00 3 16" WM, DIP CL 52 W/FITGS 3,430 L.F. $46.00 $157,780.00 100 $157,780.00 4 8" VALVE IN 48" VAULT 15 EACH $1,500.00 $22,500.00 100 $22,500.00 5 12" VALVE IN 60" VAULT 4 EACH $2,600.00 $10,400.00 100 $10,400.00 6 16" VALVE IN 60" VAULT 7 EACH $6,400.00 $44,800.00 100 $44,800.00 7 FIRE HYD. W/AUX. VALVE &VALVE BOX 29 EACH $1,950.00 $56,550.00 100 $56,550.00 8 WATER SERVICE, SHORT, 1"W/B-BOX 47 EACH $375.00 $17,625.00 100 $17,625.00 9 WATER SERVICE, LONG, 1" W/B-BOX 53 EACH $900.00 $47,700.00 100 $47,700.00 10 16"X3/8" STEEL CASING 30 L.F. $65.00 $1,950.00 100 $1,950.00 11 PRESSURE CONNECTION, 12"X16" W/VAULT 1 EACH $9,500.00 $9,500.00 100 $9,500.00 12 TRENCH BACKFILL 490 L.F. $16.00 $7,840.00 100 $7,840.00 SUBTOTAL= $486,185 UNIT PERCENT EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100 $3,500.00 2 INLET EROSION CONTROL 119 EACH $180.00 $21,420.00 100 $21,420.00 3 SILT FILTER FENCE & MAINTENANCE 10,100 L.F. $3.75 $37,875.00 �� 100 $37,875.00 4 RIPRAP 230 C.Y. $42.50 $9,775.00 100 $9,775.00 SUBTOTAL= $72,570 RAINTREE VILLAGE - UNIT 1 4 OF 6 N Y CO. Reviewed By: Legal ❑ City Council :: .1836 Finance El Engineer Agenda Item Tracking Number y City Administrator ❑ �; i �l .y. O Consultant ❑ V�/ Z� Y � ❑ <LE �v City Council Agenda Item Summary Memo Title: Raintree Village Unit 1 — Sitework Bond Reduction#2 City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This bond reduction is based on work completed to date. The amount of the reduction would be $206,141.26. The amount remaining would be $623,108.10. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: 2`�Ev CIP o United City of Yorkville Memo 800 Game Farm Road FEWE 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �;A p Fax: 630-553-3436 E ? SCE ��•�� Date: March 21, 2006 To: John Crois, Interim City Administratorr\ From: Joe Wywrot, City Engineer U CC: Lisa Pickering, Office Assistant Subject: Raintree Village Unit 1 —Bond Reduction#2 Travelers Casualty& Surety Bond#10418445 6 Attached find a request from Jacob & Hefner Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the sitework bond for Raintree Village Unit 1. I have reviewed the request and concur for the most part with the amount of work completed to date. The request states 50% of the roadway surface course is paved, which is not true. The request also did not use the correct original bond amount in the calculations, therefore the amount of the reduction is incorrect. Lastly, there was an increase in the pavement cost estimate after the original letter of credit was established. In order to keep sufficient funds in the bond to complete the paving, I have reduced the credit for work completed to date. Attached find a spreadsheet showing the calculations. I recommend that Travelers Casualty& Surety Bond#1041 84456 for Raintree Village Unit 1 be reduced by the amount of$206,141.26. The remaining amount in the bond would be $623,108.10. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village-Unit 1 Onsite Work Reduction No. 2 LOC/Bond Approved Original amount Bond amount Completed Reduction No.2 Amount to remain Item Eng. Est. for LOC/Bond after Red.#1 Work Prior to Red.#2 Amount after Red. No.2 Sanitary Sewer $516,070.00 $567,677.00 $77,410.50 $516,070.00 $0.00 $77,410.50 Watermain $486,185.00 $534,803.50 $72,927.75 $486,185.00 $0.00 $72,927.75 Storm Sewer $630,170.75 $693,187.83 $94,525.61 $630,170.75 $0.00 $94,525.61 Pavement $742,130.00 $816,343.00 $286,176.50 $646,212.00 $83,734.90 $202,441.60 Landscaping $465,500.00 $512,050.00 $194,959.00 $462,628.80 $122,406.36 $72,552.64 Miscellaneous $112,000.00 $123,200.00 $103,250.00 $21,000.00 $0.00 $103,250.00 Totals $2,952,055.75 $3,247,261.33 $829,249.36 $2,762,266.55 $206,141.26 $623,108.10 Notes: 1) Remaining LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items. � 1901 S.MEYERS ROAD•SUITE 350 JACOB & HEFNER ASSOCIATES, P.C. OAKBROOK TERRACE, IL 60181 X* ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction — Raintree Village Unit 1 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 1. The Unit 1 has two different letters of credits. The mass grading letter of credit (LOC # 62319637) is in amount of$1,012,000 The site improvement letters of credit is in amount of $3,247,261.60 (LOC # 104184456) with additional amount of$265,958.40. The gross letter of credit amount for Unit 1 is $4,525,220.00. The previous reductions approved were $689,483.87 and $ 2,683,970.64 for a total of $3,373,454.51. We are requesting a new reduction of $459,392.13 for a gross letter of credit amount of $692,373.36 to remain for Unit 1. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. Thakor P. Patel, P.E. XC: John Whitehouse, EEI, Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT MUNICIPAL • SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 1 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT# D054 LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 TOPSOIL STRIP TO STOCKPILE 82900 C.Y. $2.50 $207,25 . 0 ;J� 100 $207,250.00 2 CLAY CUT TO FILL 190,000 C.Y. $3.00 $570 0.00 5' 100 $570,000.00 3 TOPSOIL RESPREAD, 6" IN PONDS 16,000 C.Y. $2.50 0,000.00 100 $40,000.00 SUBTOTAL= $817,250 UNIT PERCENT PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 25,960 S.Y. $3.50 $90,860.00 ,-5'9 2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 14,000 S.Y. $5.25 $73,500.00 100 $73,500.00 3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 11,960 S.Y. $9.00 $107,640.00 100 $107,640.00 4 10" CRUSHED AGG. BASE CSE., TYPE B 14,000 S.Y. $7.00 $98,000.00 100 $98,000.00 5 12" CRUSHED AGG. BASE CSE., TYPE B 11,960 S.Y. $8.00 $95,680.00 100 $95,680.00 6 3" BIT. CONC. SURF. CSE., TY 2, MIX-D, CLI 3,800 S.Y. $6.75 $25,650.00 100 $25,650.00 7 10" CRUSHED AGG. BASE CSE., TYPE B 3,800 S.Y. $7.00 $26,600.00 100 $26,600.00 8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,980 L.F. $10.00 $169,800.00 100 $169,800.00 9 P.C.C. SIDEWALK 84,300 S.F. $3.00 $252,900.00 X99• $ SUBTOTAL= $940,6304�y�ii-7��,s� UNIT PERCENT SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUN7�✓�' 1 8" SAN SEWER, PVC SDR 26 4,691 L.F. $20.00 $93,820.00 100 $93,820.00 2 10" SAN SEWER, PVC SDR 26 187 L.F. $30.00 $5,610.00 100 $5,610.00 2 10" SAN SEWER, PVC SDR 21 1,665 L.F. $35.00 $58,275.00 100 $58,275.00 RAINTREE VILLAGE - UNIT 1 1 OF 6 3 12" SAN SEWER, PVC SDR 26 1,225 L.F. $25.00 $30,625.00 100 $30,625.00 4 12" SAN SEWER, PVC SDR 21 375 L.F. $40.00 $15,000.00 100 $15,000.00 5 30" SAN SEWER, PVC DR 25, AWWA C-905 1,756 L.F. $70.00 $122,920.00 100 $122,920.00 6 SAN MH, TYPE A, 48" DIA. 38 EACH $2,100.00 $79,800.00 100 $79,800.00 7 SAN MH, TYPE A, 60" DIA. 5 EACH $2,900.00 $14,500.00 100 $14,500.00 8 SAN SERVICE- SHORT 56 EACH $400.00 $22,400.00 100 $22,400.00 9 SAN SERVICE- LONG INCL. TBF 45 EACH $1,400.00 $63,000.00 100 $63,000.00 10 TRENCH BACKFILL 460 L.F. $22.00 $10,120.00 100 $10,120.00 SUBTOTAL= $516,070 UNIT PERCENT STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 4" UNDER DRAIN W/STONE & FABRIC 90 L.F. $16.00 $1,440.00 100 $1,440.00 2 12" STORM SEWER, RCP, CL V 5,305 L.F. $17.00 $90,185.00 100 $90,185.00 3 15" STORM SEWER, RCP, CL V 2,623 L.F. $18.00 $47,214.00 100 $47,214.00 4 18" STORM SEWER, RCP, CL IV 144 L.F. $22.25 $3,204.00 100 $3,204.00 5 18" STORM SEWER, RCP CLIII 1,659 L.F. $20.50 $34,009.50 100 $34,009.50 6 21" STORM SEWER, RCP, CL IV 59 L.F. $27.50 $1,622.50 100 $1,622.50 7 21" STORM SEWER, RCP CLIII 1,096 L.F. $25.50 $27,948.00 100 $27,948.00 8 24" STORM SEWER, RCP, CL IV 277 L.F. $31.50 $8,725.50 100 $8,725.50 9 24" STORM SEWER, RCP CLIII 2,093 L.F. $29.75 $62,266.75 100 $62,266.75 10 24" STORM SEWER, DIP PC350 28 L.F. $37.50 $1,050.00 100 $1,050.00 11 27" STORM SEWER, RCP CLIII 103 L.F. $36.00 $3,708.00 100 $3,708.00 12 30" STORM SEWER, RCP, CL IV 259 L.F. $39.00 $10,101.00 100 $10,101.00 13 30" STORM SEWER, RCP CLIII 578 L.F. $37.50 $21,675.00 100 $21,675.00 14 30" STORM SEWER, DIP PC350 82 L.F. $48.50 $3,977.00 100 $3,977.00 15 36" STORM SEWER, RCP CL IV 420 L.F. $53.00 $22,260.00 100 $22,260.00 16 36" STORM SEWER, RCP CLIII 499 L.F. $51.00 $25,449.00 100 $25,449.00 RAINTREE VILLAGE - UNIT 1 2 OF 6 17 42" STORM SEWER, RCP CL IV 199 L.F. $64.50 $12,835.50 100 $12,835.50 18 54" STORM SEWER, RCP CL IV 170 L.F. $120.00 $20,400.00 100 $20,400.00 19 INLET TYPE A, 24" DIA. 39 EACH $600.00 $23,400.00 100 $23,400.00 20 CATCH BASIN TYPE B, 36" DIA. 37 EACH $1,000.00 $37,000.00 100 $37,000.00 21 CATCH BASIN TYPE A, 48" DIA. 5 EACH $1,200.00 $6,000.00 100 $6,000.00 22 CATCH BASIN TYPE A, 60" DIA. 2 EACH $1,800.00 $3,600.00 100 $3,600.00 23 CATCH BASIN TYPE A, 72" DIA. 1 EACH $2,850.00 $2,850.00 100 $2,850.00 24 MANHOLE TYPE A, 36" DIA. 8 EACH $900.00 $7,200.00 100 $7,200.00 25 MANHOLE TYPE A, 48" DIA. 28 EACH $1,100.00 $30,800.00 100 $30,800.00 26 MANHOLE TYPE A, 60" DIA. 30 EACH $1,450.00 $43,500.00 100 $43,500.00 27 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100 $5,200.00 28 SPECIAL MANHOLE, 5'X4' BOX 1 EACH $4,800.00 $4,800.00 100 $4,800.00 29 SPECIAL MANHOLE, 6'X5' BOX 1 EACH $5,750.00 $5,750.00 100 $5,750.00 30 SPECIAL MANHOLE, 6'X6' BOX 1 EACH $7,500.00 $7,500.00 100 $7,500.00 31 CONC. FL. END SECT., 12" 4 EACH $750.00 $3,000.00 100 $3,000.00 32 CONC. FL. END SECT., 18" W/GRATE 1 EACH $850.00 $850.00 100 $850.00 33 CONC. FL. END SECT., 21" W/GRATE 1 EACH $900.00 $900.00 100 $900.00 34 CONC. FL. END SECT., 24" W/GRATE 2 EACH $975.00 $1,950.00 100 $1,950.00 35 CONC. FL. END SECT., 30"W/GRATE 5 EACH $1,350.00 $6,750.00 100 $6,750.00 36 CONC. FL. END SECT., 54" W/GRATE 1 EACH $2,650.00 $2,650.00 100 $2,650.00 37 STORM SERVICE 100 EACH $150.00 $15,000.00 100 $15,000.00 38 TRENCH BACKFILL 1,950 L.F. $12.00 $23,400.00 100 $23,400.00 SUBTOTAL= $630,171 RAINTREE VILLAGE - UN(T 1 3 OF 6 UNIT PERCENT WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8" WM, DIP CL 52 W/FITGS 4,360 L.F. $21.00 $91,560.00 100 $91,560.00 2 12" WM, DIP CL 52 W/FITGS 620 L.F. $29.00 $17,980.00 100 $17,980.00 3 16" WM, DIP CL 52 W/FITGS 3,430 L.F. $46.00 $157,780.00 100 $157,780.00 4 8" VALVE IN 48" VAULT 15 EACH $1,500.00 $22,500.00 100 $22,500.00 5 12" VALVE IN 60" VAULT 4 EACH $2,600.00 $10,400.00 100 $10,400.00 6 16" VALVE IN 60" VAULT 7 EACH $6,400.00 $44,800.00 100 $44,800.00 7 FIRE HYD. W/AUX. VALVE &VALVE BOX 29 EACH $1,950.00 $56,550.00 100 $56,550.00 8 WATER SERVICE, SHORT, 1" W/B-BOX 47 EACH $375.00 $17,625.00 100 $17,625.00 9 WATER SERVICE, LONG, 1"W/B-BOX 53 EACH $900.00 $47,700.00 100 $47,700.00 10 16"X3/8" STEEL CASING 30 L.F. $65.00 $1,950.00 100 $1,950.00 11 PRESSURE CONNECTION, 12"X16"WNAULT 1 EACH $9,500.00 $9,500.00 100 $9,500.00 12 TRENCH BACKFILL 490 L.F. $16.00 $7,840.00 100 $7,840.00 SUBTOTAL= $486,185 UNIT PERCENT EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.0 100 $3,500.00 2 INLET EROSION CONTROL 119 EACH $180.00 $21,420. 0 100 $21,420.00 3 SILT FILTER FENCE & MAINTENANCE 10,100 L.F. $3.75 $37,875.00 '�� 100 $37,875.00 e 4 RIPRAP 230 C.Y. $42.50 $9,77 .00 100 $9,775.00 SUBTOTAL= 72,570 RAINTREE VILLAGE - UNIT 1 4 OF 6 UNIT PERCENT MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STREET LIGHT (COMPLETE) 32 EACH $3,500.00 $112,000.00 100 $112,000.00 SUBTOTAL= $112,000 UNIT PERCENT LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT i��i 6 83.?3� 1 2-1/2" CAL. STREET TREES 388 EACH $370.00 $143,560.00 q'%Jog— $4-3;5e -N 2 6'TALL ORNAMENTAL TREES 73 EACH $225.00 $16,425.00 100 $16,425.00 3 8' TALL EVERGREEN TREES 107 EACH $250.00 $26,750.00 100 $26,750.00 4 DECIDUOUS SHRUBS, MIN. 24"TALL 121 EACH $35.00 $4,235.00 100 $4,235.00 5 ORNAMENTAL GRASSES 504 EACH $15.00 $7,560.00 100 $7,560.00 6 PERENNIALS 950 EACH $12.00 $11,400.00 100 $11,400.00 7 GROUNDCOVER 460 EACH $3.50 $1,610.00 100 $1,610.00 8 SOD - 6,800 S.Y. $2.50 $17,000.00 100 $17,000.00 9 MULCH 104 C.Y. $35.00 $3,640.00 100 $3,640.00 10 LAWN SEED W/E.C. BLANKET 10 ACRE $7,800.00 $78,000.00 100 $78,000.00 11 LOW PROFILE PRAIRIE SEED MIX W/E.C. BLANKET 5.5 ACRE $8,200.00 $45,100.00 100 $45,100.00 12 WET MESIC SEED MIX W/E.C. BLANKET 1.5 ACRE $8,200.00 $12,300.00 100 $12,300.00 RAINTREE VILLAGE - UNIT 1 5 OF 6 13 EMERGENT PLANTINGS 3.0 ACRE $7,000.00 $21,000.00 100 $21,000.00 14 NATIVE PLANTINGS 0.6 ACRE $8,200.00 $4,920.00 100 $4,920.00 15 ENTRANCE FEATURE 1.0 EACH $72,000.00 $72,000.00 100 $72,000.00 SUBTOTAL= $465,500 `ib�.� 6Z$• $° TOTAL= $4,040,375.75 TOTAL COMPLETE $3,949,515.75 L.O.C. # 6231637 $1,012,000.00 L.O.C. # 104184456 $3,247,261.60 L.O.C. # 104184456 (ADDITIONAL $265,958.40 TOTAL L.O.C. AMOUNT, L= $4,525,220.00 AMOUNT OF WORK COMPLETED A $3,949,515.75 AMOUNT OF WORK TO BE DONE B $90,860.00 15% CONTINGENCY OF WORK COMPLETED C = 0.15XA $592,427.36 110% OF AMOUNT OF WORK TO BE DONE D = 1.10XB $99,946.00 PRIOR REDUCTION(S)APPROVED $689,483.87 $2,683,970.64 E $3,373,454.51 NET REDUCTION REQUESTED F=L-(C+D+E) ': 99 1 NET L.O.C. AMOUNT TO REMAIN G = C+D $692,373.36 RAINTREE VILLAGE - UNIT 1 6 OF 6 �J&-113 C/Ty Reviewed By: J� 0 Legal ❑ City Council EST. 1836 Finance Es 1 Engineer Agenda Item Tracking Number . y City Administrator ❑ Consultant El w <CE ��'�` ❑ City Council Agenda Item Summary Memo Title: Raintree Village Unit 2—Bond Reduction#1 City Council/COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be $2,571,787,42. The amount remaining would be $880,058.84. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: r o United City of Yorkville Memo 800 Game Farm Road EST 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 9 0 SCE Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Office Assistant Subject: Raintree Village Unit 4—Bond Reduction#1 Arch Insurance Company Bond# SU 500 4212 Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the bond for Raintree Village Unit 2. I have reviewed the request and concur for the most part with the amount of work completed to date. The request states 50% of the roadway surface course is paved, which is not true. The request also did not use the correct original bond amount in the calculations,therefore the amount of the reduction is incorrect. Lastly, the dollar amount of the bond was only for 100%of the engineer's estimate rather than the required 110%. Since a significant amount of work had already been performed when we received the bond, we decided to let it remain at the lower amount and correct for it when the first reduction was made. Attached find a spreadsheet showing the correct calculations. I recommend that Arch Insurance Company Bond# SU 500 4212 for Raintree Village Unit 2 be reduced by the amount of$2,571,787.42. The remaining amount in the bond would be $880,058.84. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village- Unit 2 Onsite Work Reduction No. 1 LOC/Bond Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain Item Eno. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1 Earthwork $757,500.00 $833,250.00 $757,500.00 $757,500.00 $643,875.00 $113,625.00 Pavement $915,438.00 $1,006,981.80 $915,438.00 $823,563.00 $690,841.05 $224,596.95 Sanitary Sewer $308,050.00 $338,855.00 $308,050.00 $308,050.00 $261,842.50 $46,207.50 Storm Sewer $447,395.00 $492,134.50 $447,395.00 $447,395.00 $380,285.75 $67,109.25 Watermain $487,968.00 $536,764.80 $487,968.00 $487,968.00 $414,772.80 $73,195.20 Erosion Control $45,403.00 $49,943.30 $45,403.00 $25,726.25 $19,899.64 $25,503.36 Miscellaneous $105,000.00 $115,500.00 $105,000.00 $105,000.00 $89,250.00 $15,750.00 Staking $67,683.26 $74,451.59 $67,683.26 $67,683.26 157,530.77 $10,152.49 Landscaping $317,409.00 $349,149.90 $317,409.00 $47,611.38 $13,489.91 $303,919.09 Totals $3,451,846.26 $3,797,030.89 $3,451,846.26 $3,070,496.89 $2,571,787.42 $880,058.84 Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110%of uncompleted items. JACOB & HEFNER ASSOCIATES, P.C. 1900A BROO TERRACE,UIL 601810 ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village Unit 2 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 2. The site improvement letters of credit is in amount of $ 899,251.00 (LOC # SU5004212) with additional amount of$ 2,552,595.26. The gross letter of credit amount for Unit 2 is $ 3,451,846.26. We are requesting a reduction of $ 2,403,195.48 for a gross letter of credit amount of $1,048,650.78 to remain for Unit 2. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. Thakor P. Patel, P.E. XC: John Whitehouse, EEI Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 2 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT# D054A LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 TOPSOIL STRIP TO STOCKPILE 112000 C.Y. $2.50 $280,000.00 100% $280,000.00 2 CLAY CUT TO FILL 155,000 C.Y. $3.00 $465,000.00 100% $465,000.00 3 TOPSOIL RESPREAD, 6" IN PONDS 5,000 C.Y. $2.50 $12,500.00 100% $12,500.00 SUBTOTAL= $757,500 UNIT PAVEMENT QUANTITY UNIT PRICE AMOUNT v 1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 26,250 S.Y. $3.50 $91,875.00 „jg% O �4 2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 17,850 S.Y. $5.25 $93,712.50 100% $93,712.50 3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 8,400 S.Y. $9.00 $75,600.00 100% $75,600.00 4 10" CRUSHED AGG. BASE CSE., TYPE B 17,850 S.Y. $7.00 $124,950.00 100% $124,950.00 5 12" CRUSHED AGG. BASE CSE., TYPE B 8,400 S.Y. $8.00 $67,200.00 100% $67,200.00 6 3" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 2,400 S.Y. $6.75 $16,200.00 100% $16,200.00 7 10" CRUSHED AGG. BASE CSE., TYPE B 2,400 S.Y. $7.00 $16,800.00 100% $16,800.00 8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,900 L.F. $10.00 $169,000.00 100% $169,000.00 9 P.C.C. SIDEWALK 86,700 S.F. $3.00 $260,100.00 10% $26,010.00 SUBTOTAL= $915,438 UNIT SANITARY SEWER QUANTITY UNIT PRICE AMOUNT 1 8" SAN SEWER, PVC SDR 26 3,624 L.F. $20.00 $72,480.00 100% $72,480.00 2 8" SAN SEWER, PVC SDR 21 789 L.F. $30.00 $23,670.00 100% $23,670.00 3 10" SAN SEWER, PVC SDR 26 1,394 L.F. $30.00 $41,820.00 100% $41,820.00 RAINTREE VILLAGE - UNIT 2 1 OF 5 4 10" SAN SEWER, PVC SDR 21 528 L.F. $35.00 $18,480.00 100% $18,480.00 5 SAN MH, TYPE A, 48" DIA. 30 EACH $2,100.00 $63,000.00 100% $63,000.00 6 SAN SERVICE- SHORT 58 EACH $400.00 $23,200.00 100% $23,200.00 7 SAN SERVICE- LONG INCL. TBF 42 EACH $1,400.00 $58,800.00 100% $58,800.00 8 TRENCH BACKFILL 300 L.F. $22.00 $6,600.00 100% $6,600.00 SUBTOTAL= $308,050 UNIT STORM SEWER QUANTITY UNIT PRICE AMOUNT 1 8" UNDER DRAIN W/STONE & FABRIC 523 L.F. $16.00 $8,368.00 100% $8,368.00 2 12" UNDER DRAIN W/STONE & FABRIC 993 L.F. $18.00 $17,874.00 100% $17,874.00 3 12" STORM SEWER, RCP, CL V 3,937 L.F. $17.00 $66,929.00 100% $66,929.00 4 15" STORM SEWER, RCP, CL V 2,147 L.F. $18.00 $38,646.00 100% $38,646.00 5 18" STORM SEWER, RCP, CL IV 417 L.F. $22.25 $9,278.25 100% $9,278.25 6 18" STORM SEWER, RCP CLIII 788 L.F. $20.50 $16,154.00 100% $16,154.00 7 21" STORM SEWER, RCP, CL IV 462 L.F. $27.50 $12,705.00 100% $12,705.00 8 21" STORM SEWER, RCP CLIII 837 L.F. $25.50 $21,343.50 100% $21,343.50 9 24" STORM SEWER, RCP, CL IV 414 L.F. $31.50 $13,041.00 100% $13,041.00 10 24" STORM SEWER, RCP CLIII 552 L.F. $29.75 $16,422.00 100% $16,422.00 11 27" STORM SEWER, RCP CLIII 183 L.F. $36.00 $6,588.00 100% $6,588.00 12 30" STORM SEWER, RCP, CL IV 430 L.F. $39.00 $16,770.00 100% $16,770.00 13 30" STORM SEWER, RCP CLIII 137 L.F. $37.50 $5,137.50 100% $5,137.50 14 36" STORM SEWER, RCP CLIII 203 L.F. $51.00 $10,353.00 100% $10,353.00 15 42" STORM SEWER, RCP CL III 551 L.F. $60.50 $33,335.50 100% $33,335.50 16 INLET TYPE A, 24" DIA. 45 EACH $600.00 $27,000.00 100% $27,000.00 17 CATCH BASIN TYPE B, 36" DIA. 30 EACH $1,000.00 $30,000.00 100% $30,000.00 18 CATCH BASIN TYPE A, 48" DIA. 6 EACH $1,200.00 $7,200.00 100% $7,200.00 19 CATCH BASIN TYPE A, 60" DIA. 1 EACH $1,800.00 $1,800.00 100% $1,800.00 RAINTREE VILLAGE - UNIT 2 2 OF 5 20 MANHOLE TYPE A, 36" DIA. 9 EACH $900.00 $8,100.00 100% $8,100.00 21 MANHOLE TYPE A, 48" DIA. 16 EACH $1,100.00 $17,600.00 100% $17,600.00 22 MANHOLE TYPE A, 60" DIA. 10 EACH $1,450.00 $14,500.00 100% $14,500.00 23 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100% $5,200.00 24 TEE MANHOLE, 42" 2 EACH $3,850.00 $7,700.00 100% $7,700.00 25 CONC. FL. END SECT., 15"W/GRATE 1 EACH $800.00 $800.00 100% $800.00 26 CONC. FL. END SECT., 36"W/GRATE 1 EACH $2,150.00 $2,150.00 100% $2,150.00 27 STORM SERVICE 100 EACH $150.00 $15,000.00 100% $15,000.00 28 TRENCH BACKFILL 1,450 L.F. $12.00 $17,400.00 100% $17,400.00 SUBTOTAL= $447,395 UNIT WATERMAIN QUANTITY UNIT PRICE AMOUNT 1 8"WM, DIP CL 52 W/FITGS 5,446 L.F. $21.00 $114,366.00 100% $114,366.00 2 16"WM, DIP CL 52 W/FITGS 3,012 L.F. $46.00 $138,552.00 100% $138,552.00 3 8"VALVE IN 48" VAULT 16 EACH $1,500.00 $24,000.00 100% $24,000.00 4 16" BUTTERFLY VALVE IN 60"VAULT 9 EACH $6,400.00 $57,600.00 100% $57,600.00 5 FIRE HYD. W/AUX. VALVE & VALVE BOX 31 EACH $1,950.00 $60,450.00 100% $60,450.00 6 WATER SERVICE, SHORT, 1" W/B-BOX 40 EACH $375.00 $15,000.00 100% $15,000.00 7 WATER SERVICE, LONG, 1" W/B-BOX 60 EACH $900.00 $54,000.00 100% $54,000.00 8 PRESSURE CONNECTION, 8"X8" W/VAULT 1 EACH $4,800.00 $4,800.00 100% $4,800.00 9 TRENCH BACKFILL 1,200 L.F. $16.00 $19,200.00 100% $19,200.00 SUBTOTAL= $487,968 RAINTREE VILLAGE - UNIT 2 3 OF 5 UNIT EROSION CONTROL QUANTITY UNIT PRICE AMOUNT 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100% $3,500.00 2 INLET EROSION CONTROL 103 EACH $180.00 $18,540.00 50% $9,270.00 3 SILT FILTER FENCE & MAINTENANCE 5,550 L.F. $3.75 $20,812.50 50% $10,406.25 4 RIPRAP 60 C.Y. $42.50 $2,550.00 100% $2,550.00 ---- . SUBTOTAL= $45,403 a.5- .z57 UNIT MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT 1 STREET LIGHT (COMPLETE) 30 EACH $3,500.00 $105,000.00 100% $105,000.00 SUBTOTAL= $105,000 RAINTREE VILLAGE - UNIT 2 4 OF 5 UNIT LANDSCAPING QUANTITY UNIT PRICE AMOUNT SEE FOLLOWING PAGES $317,409 SUBTOTAL= $317,409 15% $47,611.38 TOTAL= $3,384,161.95 TOTAL COMPLETE $2,814,660.38 L.O.C.#SU5004212 $899,251.00 15% CONT. REQ. L.O.C.#SU5004212 (ADD'L) $2,552,595.26 CONST. STAKING TOTAL L.O.C.AMOUNT= $3,451,846.26 TOTAL REDUCTION AMOUNT OF WORK COMPLETED A $2,814,660.38 AMOUNT OF WORK TO BE DONE B $569,501.57 15%CONTINGENCY OF WORK COMPLETED C = 0.15XA $422,199.06 110% OF AMOUNT OF WORK TO BE DONE D = 1.10XB $626,451.73 PRIOR REDUCTION(S) APPROVED E $0.00 NET REDUCTION REQUESTED F=L-(C+D+E) NET L.O.C. AMOUNT TO REMAIN G = C+D $1,048,650.78 RAINTREE VILLAGE - UNIT 2 5 OF 5 �1b ♦,��D Clr1, Reviewed By: J? 0� Legal F1 City Council Finance ❑ EST. � ., x1836 � �i.J .3J-si1o6 Engineer Agenda Item Tracking Number City Administrator ❑ W J Consultant El � � � <<E City Council Agenda Item Summary Memo Title: Raintree Village Unit 3 —Bond Reduction#1 City Council/COW/ Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be$1,546,304.39. The amount remaining would be $649,226.23. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: o United City of Yorkville Memo 416 800 Game Farm Road EST. -� 1836 Yorkville, Illinois 60560 ^�- Telephone: 630-553-8545 p Fax: 630-553-3436 Op Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer 0 CC: Liss-Pickering, Office Assistant Subject: Raintree Village Unit 3 —Bond Reduction#1 Arch Insurance Company Bond# SU 500 4211 Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the bond for Raintree Village Unit 3. I have reviewed the request and concur for the most part with the amount of work completed to date. The request states 50% of the roadway surface course is paved, which is not true. The request also did not use the correct original bond amount in the calculations, therefore the amount of the reduction is incorrect. Lastly, the dollar amount of the bond was only for 100%of the engineer's estimate rather than the required 110%. Since a significant amount of work had already been performed when we received the bond, we decided to let it remain at the lower amount and correct for it when the first reduction was made. Attached find a spreadsheet showing the correct calculations. I recommend that Arch Insurance Company Bond# SU 500 4211 for Raintree Village Unit 3 be reduced by the amount of$1,546,304.39. The remaining amount in the bond would be$649,226.23. , Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village- Unit 3 Onsite Work Reduction No. 1 LOC/Bond Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain Item Eng. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1 Earthwork $413,500.00 $454,850.00 $413,500.00 $413,500.00 $351,475.00 $62,025.00 Pavement $451,233.00 $496,356.30 $451,233.00 $307,183.75 $246,701.26 $204,531.74 Sanitary Sewer $388,983.00 $427,881.30 $388,983.00 $388,983.00 $330,635.55 $58,347.45 Storm Sewer $258,946.00 $284,840.60 $258,946.00 $258,946.00 $220,104.10 $38,841.90 Watermain $333,584.00 $366,942.40 $333,584.00 $333,584.00 $283,546.40 $50,037.60 Erosion Control $39,600.00 $43,560.00 $39,600.00 $23,887.50 $18,733.13 $20,866.88 Miscellaneous $70,000.00 $77,000.00 $70,000.00 $70,000.00 $59,500.00 $10,500.00 Staking $43,049.62 $47,354.58 $43,049.62 $43,049.62 $36,592.18 $6,457.44 Landscaping $196,635.00 $216,298.50 $196,635.00 $19,663.45 983.22 $197,618.22 Totals $2,195,530.62 $2,415,083.68 $2,195,530.62 $1,858,797.32 $1,546,304.39 $649,226.23 Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110%of uncompleted items. X* JACOB & HEFNER ASSOCIATES, P.C. 1910 BROOK TERRAC ES,UL 01811 ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village Unit 3 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 3. The site improvement letters of credit is in amount of $ 507,472.00 (LOC # SU5004211) with additional amount of$ 1,688,058.62. The gross letter of credit amount for Unit 3 is $ 2,195,530.62. We are requesting a reduction of $1,574,690.84 for a gross letter of credit amount of $620,839.79 to remain for Unit 3. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. t Thakor P. Patel, P.E. XC: John Whitehouse, EEI Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT MUNICIPAL SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 3 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT # D-0546 REVISED: 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 TOPSOIL STRIP TO STOCKPILE 38800 C.Y. $2.50 $97,000.00 100% $97,000.00 2 CLAY CUT TO FILL 104,000 C.Y. $3.00 $312,000.00 100% $312,000.00 3 TOPSOIL RESPREAD, 6"IN PONDS 1,800 C.Y. $2.50 $4,500.00 100% $4,500.00 SUBTOTAL= $413,500 UNIT PERCENT PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 1.5"BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 13,190 S.Y. $3.50 $46,165.00 - p -$2+-6fe- f) n 2 2.5 BIT. CONC. BINDER CSE.,TY 2, CLI 8,200 S.Y. $5.25 $43,050.00 100% $43,050.00 3 4.5"BIT. CONC. BINDER CSE.,TY 2,CLI(2 LIFT) 4,990 S.Y. $9.00 $44,910.00 100% $44,910.00 4 10"CRUSHED AGG. BASE CSE.,TYPE B 8,200 S.Y. $7.00 $57,400.00 100% $57,400.00 5 12"CRUSHED AGG. BASE CSE.,TYPE B 4,990 S.Y. $8.00 $39,920.00 100% $39,920.00 6 3"BIT. CONC. SURF. CSE.,TY 2, MIX D, CLI 1,150 S.Y. $6.75 $7,762.50 50% $3,881.25 7 10"CRUSHED AGG. BASE CSE., TYPE B 1,150 S.Y. $7.00 $8,050.00 50% $4,025.00 8 COMB. CONC. CURB&GUTTER,TYPE B-6.12 10,400 L.F. $10.00 $104,000.00 100% $104,000.00 9 P.C.C. SIDEWALK 33,325 S.F. $3.00 $99,975.00 10% $9,997.50 3,i 7, X'43.-75- SUBTOTAL= $451,233 UNIT PERCENT SANITARY SEWER QUANTITY UNIT PRICE MA OUNT COMPLETE AMOUNT 1 8"SAN SEWER, PVC SDR 26 2,832 L.F. $20.00 $56,640.00 100% $56,640.00 2 10"SAN SEWER, PVC SDR 26 812 L.F. $30.00 $24,360.00 100% $24,360.00 3 10"SAN SEWER, PVC SDR 21 329 L.F. $35.00 $11,515.00 100% $11,515.00 4 6"DIP CL52 FORCE MAIN 3,605 L.F. $17.50 $63,087.50 100% $63,087.50 5 SAN MH,TYPE A,48"DIA. 17 EACH $2,100.00 $35,700.00 100% $35,700.00 6 SAN SERVICE-SHORT 53 EACH $400.00 $21,200.00 100% $21,200.00 7 SAN SERVICE-LONG INCL. TBF 33 EACH $1,400.00 $46,200.00 100% $46,200.00 8 TRENCH BACKFILL 240 L.F. $22.00 $5,280.00 100% $5,280.00 RAINTREE VILLAGE -UNIT 3 1 OF 4 9 SANITARY LIFT STATION 1 L.S. $125,000.00 $125,000.00 100% $125,000.00 SUBTOTAL= $388,983 UNIT PERCENT STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8"STORM SEWER, PVC SDR 35 267 L.F. $15.00 $4,005.00 100% $4,005.00 2 12"STORM SEWER, RCP, CL V 2,883 L.F. $17.00 $49,011.00 100% $49,011.00 3 15"STORM SEWER, RCP, CL V 494 L.F. $18.00 $8,892.00 100% $8,892.00 4 18"STORM SEWER, RCP, CL IV 344 L.F. $22.25 $7,654.00 100% $7,654.00 5 18"STORM SEWER, RCP CLIII 657 L.F. $20.50 $13,468.50 100% $13,468.50 6 21"STORM SEWER, RCP CLIII 103 L.F. $25.50 $2,626.50 100% $2,626.50 7 24"STORM SEWER, RCP, CL IV 434 L.F. $31.50 $13,671.00 100% $13,671.00 8 30"STORM SEWER, RCP CLIII 198 L.F. $37.50 $7,425.00 100% $7,425.00 9 36"STORM SEWER, RCP CL IV 336 L.F. $53.00 $17,808.00 100% $17,808.00 10 36"STORM SEWER, RCP CLIII 695 L.F. $51.00 $35,445.00 100% $35,445.00 11 INLET TYPE A,24"DIA. 21 EACH $600.00 $12,600.00 100% $12,600.00 12 CATCH BASIN TYPE A, 36"DIA, 17 EACH $1,000.00 $17,000.00 100% $17,000.00 13 CATCH BASIN TYPE A,48"DIA. 3 EACH $1,200.00 $3,600.00 100% $3,600.00 14 MANHOLE TYPE A, 36"DIA. - 9 EACH $900.00 $8,100.00 100% $8,100.00 15 MANHOLE TYPE A, 48"DIA. 8 EACH $1,100.00 $8,800.00 100% $8,800.00 16 MANHOLE TYPE A,60"DIA. 9 EACH $1,450.00 $13,050.00 100% $13,050.00 17 MANHOLE TYPE A,72"DIA. 2 EACH $2,600.00 $5,200.00 100% $5,200.00 18 CONC. FL. END SECT., 18"W/GRATE 3 EACH $850.00 $2,550.00 100% $2,550.00 19 CONC. FL. END SECT., 36"W/GRATE 2 EACH $1,750.00 $3,500.00 100% $3,500.00 20 STORM SERVICE 86 EACH $150.00 $12,900.00 100% $12,900.00 21 TRENCH BACKFILL 970 L.F. $12.00 $11,640.00 100% $11,640.00 SUBTOTAL= $258,946 UNIT PERCENT WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8"WM, DIP CL 52 W/FITGS 2,845 L.F. $21.00 $59,745.00 100% $59,745.00 RAINTREE VILLAGE -UNIT 3 2 OF 4 2 16"WM, DIP CL 52 W/FITGS 2,129 L.F. $46.00 $97,934.00 100% $97,934.00 3 8"VALVE IN 48"VAULT 10 EACH $1,500.00 $15,000.00 100% $15,000.00 4 16"VALVE IN 60"VAULT 5 EACH $6,400.00 $32,000.00 100% $32,000.00 5 FIRE HYD.W/AUX. VALVE&VALVE BOX 17 EACH $1,950.00 $33,150.00 100% $33,150.00 6 WATER SERVICE, SHORT, 1"W/B-BOX 37 EACH $375.00 $13,875.00 100% $13,875.00 7 WATER SERVICE, LONG, 1"W/B-BOX 49 EACH $900.00 $44,100.00 100% $44,100.00 8 16"X3/8"STEEL CASING 20 L.F. $65.00 $1,300.00 100% $1,300.00 9 TRENCH BACKFILL 2,280 L.F. $16.00 $36,480.00 100% $36,480.00 SUBTOTAL= $333,584 UNIT PERCENT EROSION CONTROL QUANTITY UNIT PRICE AMOU T COMPLETE AMOUNT 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100% $3,500.00 2 INLET EROSION CONTROL 60 EACH $180.00 $10,800.00 50% $5,400.00 3 SILT FILTER FENCE &MAINTENANCE 5,500 L.F. $3.75 $20,625.00 50% $10,312.50 4 RIPRAP 110 C.Y. $42.50 $4,675.00 100% $4,675.00 SUBTOTAL= $39,600 x-13 827.50 RAINTREE VILLAGE - UNIT 3 3 OF 4 UNIT PERCENT MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STREET LIGHT(COMPLETE) 20 EACH $3,500.00 $70,000.00 100% $70,000.00 SUBTOTAL= $70,000 UNIT PERCENT LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT SEE FOLLOWING SHEETS $196,636 SUBTOTAL= $196,635 10% $19,663.45 TOTAL= $2,152,480.00 TOTAL COMPL. $1,838,829.70 L.O.C.#SU5004211 $507,472.00 15% CONT. REQ. L.O.C.#SU5004211 (ADD'Ll $1,688,058.62 CONST.STAKING TOTAL L.O.C.AMOUNT= $2,195,530.62 TOTAL REDCTN. AMOUNT OF WORK COMPLETED A $1,838,829.70 AMOUNT OF WORK TO BE DONE B $313,650.30 15%CONTINGENCY OF WORK COMPLETED C=0.15XA $275,824.46 110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $345,015.33 PRIOR REDUCTION(S)APPROVED E $0.00 NET REDUCTION REQUESTED F=L-(C+D+E) k76 €> k NET L.O.C.AMOUNT TO REMAIN G=C+D $620,839.79 RAINTREE VILLAGE - UNIT 3 4 OF 4 Reviewed By: J� 00 Legal ❑ City Council Finance ❑ Esr: , :leas Engineer � � �lz.Jab y City Administrator ❑ Agenda Item Tracking Number Consultant ❑ ALE City Council Agenda Item Summary Memo Title: Raintree Village Unit 4—Letter of Credit Reduction#1 City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be$374,881.88. The amount remaining would be $594,052.64. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road Esr. 1 _1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 ALE Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Office Assistant Subject: Raintree Village Unit 4—Letter of Credit Reduction#1 Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05372 Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the earthwork letter of credit for Raintree Village Unit 4. I have reviewed the request and concur with the amount of work completed to date. The request,however, did not use the correct original letter of credit amount in the calculations, therefore the amount of the reduction is incorrect. Attached find a spreadsheet showing the correct calculations. I recommend that Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05372 for Raintree Village Unit 4 be reduced by the amount of$374,881.88. The remaining amount in the letter of credit would be$594,052.64. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village- Unit 4 Earthwork only Reduction No. 1 LOC/Bond Approved Original amount Completed Reduction No.1 Amount to remain Item Eng. Est. for LOC/Bond Work Amount after Red. No.1 Earthwork $464,250.00 $510,675.00 $394,612.50 $374,881.88 $135,793.13 Storm Sewer $105,933.00 $116,526.30 $0.00 $0.00 $116,526.30 Erosion Control $122,015.00 $134,216.50 $0.00 $0.00 $134,216.50 Staking $17,271.56 $18,998.72 $0.00 $0.00 $18,998.72 Landscaping $171,380.00 $188,518.00 $0.00 $0.00 $188,518.00 Totals $880,849.56 $968,934.52 $394,612.50 $374,881.88 $594,052.64 Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110% of uncompleted items. JACOB &HEFNER ASSOCIATES, PC. 1901 S. BROOK ROAD•SUITE 181 OAKBROOK TERRACE, IL 60181 ENGINEERS - SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village Unit 4(Mass Grading) Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 4. The mass grading letter of credit is in amount of$968,935.00(LOC # FGAC-05372). We are requesting a reduction of$393,881.63 for a gross letter of credit amount of $575,053.38 to remain for Unit 4. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. Thakor P. Patel, P.E. XC: John Whitehouse, EEI Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES - LAND DEVELOPMENT - MUNICIPAL • SURVEYING LOC REDUCTION FOR MASS GRADE CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 4 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT# D054C LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS ROAD, SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT AMOUNT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE 1 TOPSOIL STRIP TO STOCKPILE 32,500 C.Y. $2.50 $81,250.00 85 $69,062.50 2 CLAY CUT TO FILL 121,000 C.Y. $3.00 $363,000.00 85 $308,550.00 3 TOPSOIL RESPREAD, 6" IN PONDS 8,000 C.Y. $2.50 $20,000.00 85 $17,000.00 SUBTOTAL= $464,250 UNIT PERCENT AMOUNT STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE 1 8" STORM SEWER, PVC SDR 26 948 L.F. $16.00 $15,168.00 0 $0.00 2 12" STORM SEWER, RCP, CL V 152 L.F. $17.00 $2,584.00 0 $0.00 3 15" STORM SEWER, RCP, CL V 141 L.F. $18.00 $2,538.00 0 $0.00 4 21" STORM SEWER, RCP, CL IV 158 L.F. $27.50 $4,345.00 0 $0.00 5 24" STORM SEWER, RCP, CL IV 606 L.F. $34.00 $20,604.00 0 $0.00 6 27" STORM SEWER, RCP, CL IV 121 L.F. $36.00 $4,356.00 0 $0.00 7 42" STORM SEWER, RCP CL III 295 L.F. $62.50 $18,437.50 0 $0.00 8 INLET TYPE A, 24" DIA. 5 EACH $600.00 $3,000.00 0 $0.00 9 CATCH BASIN TYPE A, 60" DIA. 1 EACH $1,800.00 $1,800.00 0 $0.00 10 MANHOLE TYPE A, 60" DIA. 6 EACH $1,450.00 $8,700.00 0 $0.00 11 MANHOLE TYPE A, 72" DIA. 1 EACH $5,000.00 $5,000.00 0 $0.00 12 MANHOLE, TYPE A, 84" DIA. 1 EACH $5,200.00 $5,200.00 0 $0.00 13 CONC. FL. END SECT., 21"W/GRATE 1 EACH $900.00 $900.00 0 $0.00 14 CONC. FL. END SECT., 24"W/GRATE 4 EACH $1,200.00 $4,800.00 0 $0.00 15 CONC. FL. END SECT., 27"W/GRATE 1 EACH $1,500.00 $1,500.00 0 $0.00 16 CONC. FL. END SECT., 42"W/GRATE 1 EACH $2,200.00 $2,200.00 0 $0.00 17 STORM SERVICE 32 EACH $150.00 $4,800.00 0 $0.00 SUBTOTAL= $105,933 RAINTREE VILLAGE - UNIT 4 1 OF 2 UNIT PERCENT AMOUNT EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 0 $0.00 2 INLET EROSION CONTROL 115 EACH $180.00 $20,700.00 0 $0.00 3 SILT FILTER FENCE&MAINTENANCE 9,400 L.F. $3.75 $35,250.00 0 $0.00 4 RIPRAP 178 C.Y. $42.50 $7,565.00 0 $0.00 5 SEEDING (SCHOOL SITE) 22 ACRES $2,500.00 $55,000.00 0 $0.00 SUBTOTAL= $122,015 LANDSCAPING(BY GWA) $171,380.00 TOTAL= $863,577.50 TOTAL COMPLETE $394,612.50 L.O.C.#FGAC-05372 $968,935.00 TOTAL L.O.C.AMOUNT L= $968,935.00 AMOUNT OF WORK COMPLETED A $394,612.50 AMOUNT OF WORK TO BE DONE B $468,965.00 15% CONTINGENCY OF WORK COMPLETED C=0.15XA $59,191.88 110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $515,861.50 PRIOR REDUCTION(S)APPROVED E $0.00 NET REDUCTION REQUESTED F=L-(C+D+E) M. NET NET L.O.C.AMOUNT TO REMAIN G=C+D $575,053.38 RAINTREE VILLAGE - UNIT 4 2 OF 2 N64� Reviewed By: J= �-c� ❑ City Council Legal Finance ❑ M. _ ;,1836 Engineer O 3 a.l City Administrator El Item Tracking Number Consultant El �` D l� ? ❑ SCE City Council Agenda Item Summary Memo Title: Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2 City Council/COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be$70,213.41. The amount remaining would be $89,775.78. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �� '� p• Fax: 630-553-3436 LE Date: March 21, 2006 To: John Crois, Interim City Admini trator ' \ From: Joe Wywrot, City Engineer U CC: Lisa.Pickering, Office Assistant Subject: Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2 Fidelity Guaranty&Acceptance Corp. LOC#FGAC-04325 Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the earthwork letter of credit for Raintree Village Unit 5. I have reviewed the request and concur with the amount of work completed to date. The request, however, did not use the correct original letter of credit amount in the calculations, therefore the amount of the reduction is incorrect. Attached find a spreadsheet showing the correct calculations. I recommend that Fidelity Guaranty&Acceptance Corp. LOC #FGAC-04325 for Raintree Village Unit 5 be reduced by the amount of$70,213.41. The remaining amount in the letter of credit would be$89,775.78. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village-Unit 5 Earthwork/Erosion &Sediment Control Reduction No. 2 LOC/Bond Approved Original amount Amount after Substantially complete Reduction No.2 Amount to remain Item Eng. Est. for LOC/Bond Red. No. 1 prior to Red. No.2 Amount after Red. No.1 Earthwork $460,000.00 $506,000.00 $134,550.00 $460,000.00 $65,550.00 $69,000.00 Erosion Control $30,885.00 $33,973.50 $19,303.13 $15,442.50 $0.01 $19,303.13 Staking $9,817.70 $9,817.70 $6,136.06 $9,817.70 $4,663.41 $1,472.66 Totals $500,702.70 $549,791.20 $159,989.19 $485,260.20 $70,213.41 $89,775.78 Notes: 1) Remaining LOC/Bond amt.to be 15%of substantially completed items plus 110%of uncompleted items. JACOB & HEFNER ASSOCIATES, P.C. 1900A BROO TERRACE, IL o;s° ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village Unit 5 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 5. The Unit 5 has two different letters of credits. The mass grading letter of credit (LOC # FGAC-04325) is in amount of $549,791.00 The site improvement letters of credit is in amount of$2,436,108.84 (LOC # FGAC-05167). The gross letter of credit amount for Unit 5 is $2,985,899.84. The previous reduction approved is $389,802.01 We are requesting a new reduction of $1,700,909.64 for a gross letter of credit amount of $895,188.21 to remain for Unit 5. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. qk 64--- Thakor P. Patel, P.E. XC: John Whitehouse, EEI, Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING LOC REDUCTION FOR MASS GRADING CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 5 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT# D-054D LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 TOPSOIL STRIP TO STOCKPILE 48,400 C.Y. $2.50 $121,000.00 100 $121,000.00 2 CLAY CUT TO FILL 113,000 C.Y. $3.00 $339,000.00 100 $339,000.00 SUBTOTAL= $460,000 UNIT PERCENT EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 50 $1,750.00 2 INLET EROSION CONTROL 89 EACH $180.00 $16,020.00 50 $8,010.00 3 SILT FILTER FENCE&MAINTENANCE 2,260 L.F. $3.75 $8,475.00 50 $4,237.50 4 RIPRAP 68 C.Y. $42.50 $2,890.00 50 $1,445.00 SUBTOTAL= $30,885 «1'{'t7" TOTAL= $490,885.00 TOTAL COMPLETE $475,442.50 L.O.C.#FGAC-04325 $549,791.00 TOTAL L.O.C.AMOUNT L= $549,791.00 AMOUNT OF WORK COMPLETED A $475,442.50 AMOUNT OF WORK TO BE DONE B $15,442.50 15%CONTINGENCY OF WORK COMPLETED C=0.15XA $71,316.38 110%OF AMOUNT OF WORK TO BE DONE D=1.10XB $16,986.75 PRIOR REDUCTIONS)APPROVED E $389,802.01 NET REDUCTION REQUESTED F=L-(C+D+E) NET L.O.C.AMOUNT TO REMAIN G=C+D $88,303.13 RAINTREE VILLAGE-UNIT 5 1 OF 1 N e7 cl p. . Reviewed By: J2 p-c� City Council Legal F1 Finance ❑ Esr ` 1836 Engineer City Administrator ❑ U Agenda Item Tracking Number Consultant ❑ T w d (t-) -� LE City Council Agenda Item Summary Memo Title: Raintree Village Unit 5- Sitework Letter of Credit Reduction#1 City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This letter of credit reduction is based on work completed to date. The amount of the reduction would be $1,581,230.73. The amount remaining would be $854,878.11. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: r o United City of Yorkville Memo 800 Game Farm Road Es, 1 1836 Yorkville, Illinois 60560 y Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering, Office Assistant Subject: Raintree Village Unit 5— Sitework Letter of Credit Reduction#1 Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05167 Attached find a request from Jacob &Hefner Associates,P.C. on behalf of Lennar Communities of Chicago to reduce the sitework letter of credit for Raintree Village Unit 5. I have reviewed the request and in general concur with the amount of work completed to date. The request states that 50%of the pavement surface course has been paved, which is not correct. The request also did not use the correct original letter of credit amount in the calculations, therefore the amount of the reduction is incorrect. Attached find a spreadsheet showing the correct calculations. I recommend that Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05167 for Raintree Village Unit 5 be reduced by the amount of$1,581,230.73. The remaining amount in the letter of credit would be$854,878.11. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village-Unit 5 Onsite Work Reduction No. 1 LOC/Bond Approved Original amount Completed Reduction No.1 Amount to remain Item Eno. Est. for LOC/Bond Work Amount after Red. No.1 Pavement $782,075.00 $860,282.50 $482,050.00 $457,947.50 $402,335.00 Sanitary Sewer $323,627.00 $355,989.70 $323,627.00 $307,445.65 $48,544.05 Storm Sewer $438,092.00 $481,901.20 $438,092.00 $416,187.40 $65,713.80 Watermain $377,260.00 $414,986.00 $377,260.00 $358,397.00 $56,589.00 Staking $43,424.40 $47,766.84 $43,424.40 $41,253.18 $6,513.66 Landscaping $145,166.00 $159,682.60 $0.00 $0.00 $159,682.60 Miscellaneous $105,000.00 $115,500.00 $0.00 $0.00 $115,500.00 Totals $2,214,644.40 $2,436,108.84 $1,664,453.40 $1,581,230.73 $854,878.11 Notes: 1)Remaining LOC/Bond amt. to be 15% of substantially completed items plus 110%of uncompleted items. Z* JACOB & HEFNER ASSOCIATES, P.C. 190 OA BROO TERRACE,�IL 601810 ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village Unit 5 Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 5. The Unit 5 has two different letters of credits. The mass grading letter of credit (LOC # FGAC-04325) is in amount of $549,791.00 The site improvement letters of credit is in amount of$2,436,108.84 (LOC # FGAC-05167). The gross letter of credit amount for Unit 5 is $2,985,899.84. The previous reduction approved is $389,802.01 We are requesting a new reduction of $1,700,909.64 for a gross letter of credit amount of $895,188.21 to remain for Unit 5. If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. t 0 Thakor P. Patel, P.E. XC: John Whitehouse, EEI, Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: RAINTREE VILLAGE - UNIT 5 YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT # D-054D LAST REV. 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS RD., SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 UNIT PERCENT PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 1.5"BIT. CONC. SURF. CSE.,TY 2, MIX D, CLI 24,950 S.Y. $3.50 $87,325.00 *r 0 $4w462*50 2 2.5" BIT. CONC. BINDER CSE.,TY 2, CLI 19,600 S.Y. $5.25 $102,900.00 100 $102,900.00 3 4.5"BIT. CONC. BINDER CSE.,TY 2, CLI (2 LIFT) 5,350 S.Y. $9.00 $48,150.00 100 $48,150.00 4 10"CRUSHED AGG. BASE CSE.,TYPE B 19,600 S.Y. $7.00 $137,200.00 100 $137,200.00 5 12"CRUSHED AGG. BASE CSE., TYPE B 5,350 S.Y. $8.00 $42,800.00 100 $42,800.00 8 COMB. CONC. CURB &GUTTER,TYPE B-6.12 15,100 L.F. $10.00 $151,000.00 100 $151,000.00 9 P.C.C. SIDEWALK 70,900 S.F. $3.00 $212,700.00 0 $0.00 SUBTOTAL= $782,075 t4 UNIT PERCENT SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8"SAN SEWER, PVC SDR 26 5,264 L.F. $20.00 $105,280.00 100 $105,280.00 2 8"SAN SEWER, PVC SDR 21 157 L.F. $26.00 $4,082.00 100 $4,082.00 3 10"SAN SEWER, PVC SDR 26 787 L.F. $30.00 $23,610.00 100 $23,610.00 4 10"SAN SEWER, PVC SDR 21 397 L.F. $35.00 $13,895.00 100 $13,895.00 5 SAN MH,TYPE A,48" DIA. 29 EACH $2,100.00 $60,900.00 100 $60,900.00 6 SAN SERVICE-SHORT 57 EACH $400.00 $22,800.00 100 $22,800.00 7 SAN SERVICE-LONG INCL.TBF 44 EACH $1,400.00 $61,600.00 100 $61,600.00 8 RISER 33 EACH $200.00 $6,600.00 100 $6,600.00 9 TRENCH BACKFILL 1,130 L.F. $22.00 $24,860.00 100 $24,860.00 SUBTOTAL= $323,627 RAINTREE VILLAGE - UNIT 5 1 OF 4 UNIT PERCENT STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 12"STORM SEWER, RCP, CL V 3,529 L.F. $17.00 $59,993.00 100 $59,993.00 2 15"STORM SEWER, RCP, CL V 2,339 L.F. $18.00 $42,102.00 100 $42,102.00 3 18"STORM SEWER, RCP, CL IV 963 L.F. $22.25 $21,426.75 100 $21,426.75 4 18"STORM SEWER, RCP CLIII 674 L.F. $20.50 $13,817.00 100 $13,817.00 5 21"STORM SEWER, RCP, CL IV 170 L.F. $27.50 $4,675.00 100 $4,675.00 6 21"STORM SEWER, RCP CLIII 110 L.F. $25.50 $2,805.00 100 $2,805.00 7 24" STORM SEWER, RCP, CL IV 684 L.F. $31.50 $21,546.00 100 $21,546.00 8 24"STORM SEWER, RCP CLIII 597 L.F. $29.75 $17,760.75 100 $17,760.75 9 27"STORM SEWER, RCP CLIII 270 L.F. $36.00 $9,720.00 100 $9,720.00 10 30"STORM SEWER, RCP, CL IV 299 L.F. $39.00 $11,661.00 100 $11,661.00 11 30"STORM SEWER, RCP CLIII 563 L.F. $37.50 $21,112.50 100 $21,112.50 12 36"STORM SEWER, RCP CL IV 191 L.F. $53.00 $10,123.00 100 $10,123.00 13 48"STORM SEWER, RCP CL III 457 L.F. $90.00 $41,130.00 100 $41,130.00 14 INLET TYPE A, 24" DIA. 29 EACH $600.00 $17,400.00 100 $17,400.00 15 CATCH BASIN TYPE B, 36"DIA. 28 EACH $1,000.00 $28,000.00 100 $28,000.00 16 CATCH BASIN TYPE A, 48"DIA., 5 EACH $1,200.00 $6,000.00 100 $6,000.00 17 MANHOLE TYPE A, 36" DIA. 14 EACH $900.00 $12,600.00 100 $12,600.00 18 MANHOLE TYPE A, 48" DIA. 17 EACH $1,100.00 $18,700.00 100 $18,700.00 19 MANHOLE TYPE A, 60" DIA. 13 EACH $1,450.00 $18,850.00 100 $18,850.00 20 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100 $5,200.00 21 SPECIAL MANHOLE, 5'X5' BOX 3 EACH $5,200.00 $15,600.00 100 $15,600.00 22 CONC. FL. END SECT., 48"W/GRATE 1 EACH $2,200.00 $2,200.00 100 $2,200.00 23 STORM SERVICE 101 EACH $150.00 $15,150.00 100 $15,150.00 24 TRENCH BACKFILL 1,710 L.F. $12.00 $20,520.00 100 $20,520.00 SUBTOTAL= $438,092 RAINTREE VILLAGE - UNIT 5 2 OF 4 UNIT PERCENT WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 8"WM, DIP CL 52 W/FITGS 5,700 L.F. $21.00 $119,700.00 100 $119,700.00 2 12"WM, DIP CL 52 W/FITGS 1,150 L.F. $29.00 $33,350.00 100 $33,350.00 3 16"WM, DIP CL 52 W/FITGS 1,200 L.F. $46.00 $55,200.00 100 $55,200.00 4 8"VALVE IN 48"VAULT 14 EACH $1,500.00 $21,000.00 100 $21,000.00 5 12"VALVE IN 60"VAULT 2 EACH $2,600.00 $5,200.00 100 $5,200.00 6 16"VALVE IN 60"VAULT 3 EACH $6,400.00 $19,200.00 100 $19,200.00 7 FIRE HYD.W/AUX.VALVE &VALVE BOX 24 EACH $1,950.00 $46,800.00 100 $46,800.00 8 WATER SERVICE, SHORT, 1"W/B-BOX 50 EACH $375.00 $18,750.00 100 $18,750.00 9 WATER SERVICE, LONG, 1"W/B-BOX 51 EACH $900.00 $45,900.00 100 $45,900.00 10 TRENCH BACKFILL 760 L.F. $16.00 $12,160.00 100 $12,160.00 SUBTOTAL= $377,260 UNIT PERCENT LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT SEE FOLLOWING PAGES $145,166 0 $0.00 SUBTOTAL= $145,166 RAINTREE VILLAGE - UNIT 5 3 OF 4 UNIT PERCENT MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 STREET LIGHT(COMPLETE) 30 EACH $3,500.00 $105,000.00 0 $0.00 SUBTOTAL= $105,000 TOTAL= $2,171,220.00 TOTAL COMPLETE $1,664,691.50 L.O.C.# FGAC-05167 $2,436,108.84 TOTAL L.O.C.AMOUNT L= $2,436,108.84 AMOUNT OF WORK COMPLETED A $1,664,691.50 AMOUNT OF WORK TO BE DONE B $506,528.50 15% CONTINGENCY OF WORK COMPLETED C = 0.15XA $249,703.73 110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $557,181.35 PRIOR REDUCTION(S)APPROVED E $0.00 NET REDUCTION REQUESTED F=L-(C+D+E) 693 ? NET L.O.C.AMOUNT TO REMAIN G =C+D $806,885.08 RAINTREE VILLAGE - UNIT 5 4 OF 4 Reviewed By: Legal ❑ City Council Finance ❑ 1836 Engineer 30,10 6 City Administrator El Agenda(Item Tracking Number O Consultant (A E City Council Agenda Item Summary Memo Title: Raintree Village Route 126 Temp. Entrance—Bond Reduction#1 City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This bond reduction is based on work completed to date. The amount of the reduction would be $4,551.48. The amount remaining would be $1,339.53. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: ;o United City of Yorkville Memo 800 Game Farm Road E T. IBM Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: Lisa Pi&erin& Office Assistant Subject: Raintree Village Route 126 Temp. Entrance—Bond Reduction#1 Arch Insurance Company Bond#SU501837 Attached find a request from Jacob &Heftier Associates, P.C. on behalf of Lennar Communities of Chicago to reduce the earthwork letter of credit for Raintree Village Unit 4. I have reviewed the request and in general concur with the amount of work completed to date. The request states that restoration has been completed,but that is not correct. The request also did not use the correct original letter of credit amount in the calculations, therefore the amount of the reduction is incorrect. Attached find a spreadsheet showing the correct calculations. I recommend that Arch Insurance Company Bond#SU501837 for the Raintree Village temporary Route 126 entrance be reduced by the amount of$4,551.48. The remaining amount in the bond would be $1,339.53. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. , 21-Mar-06 Letter of Credit/Bond Reduction Subdivision: Raintree Village- Route 126 Improvements Temp entrance Reduction No. 1 LOC/Bond Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain Item Eng. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1 Earthwork $600.00 $660.00 $660.00 $660.00 $627.00 $33.00 Pavement $3,250.00 $3,575.00 $3,575.00 $3,575.00 $3,396.25 $178.75 Signage $400.00 $440.00 $440.00 $440.00 $418.00 $22.00 Staking $105.00 $115.50 $116.00 $115.50 $110.23 $5.78 Restoration $1,000.00 $1,100.00 $1,100.00 $0.00 $0.00 $1,100.00 Totals $5,355.00 $5,890.50 $5,891.00 $4,790.50 $4,551.48 $1,339.53 Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110% of uncompleted items. JACOB & HEFNER ASSOCIATES, P.C. 1901oA S.BROO TERRACE,�IL 01810 ENGINEERS - SURVEYORS PHONE:630-942-9000-FAX:630-942-1774 March 15, 2006 Mr. Joseph A Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Letter of Credit Reduction— Raintree Village- IL 126 (Temporary Entrance) Yorkville, IL Dear Mr. Wywrot: Enclosed for your approval is LOC reduction estimate for Raintree Village- IL 126 (temp. entrance). The letter of credit is in amount of$5,891.00 (LOC # SU5015837). We are requesting a reduction of $5,103.50 for a net letter of credit amount of $787.50 to remain for Raintree Village- IL 126 (Temporary Entrance). If you have any questions or require any additional information, please contact our office. Sincerely yours, Jacob & Hefner Associates, P.C. Thakor P. Patel, P.E. XC: John Whitehouse, EEI Rob Zoromski, Lennar Communities of Chicago Steve Dragoo, Lennar Communities of Chicago TRANSPORTATION - WATER RESOURCES - LAND DEVELOPMENT - MUNICIPAL - SURVEYING LOC REDUCTION FOR CONSTRUCTION COST PROJECT: IL. ROUTE 126 TEMPORARY ACCESS YORKVILLE, ILLINOIS DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC PROJECT# C-544N DATE: 8-Mar-06 JACOB & HEFNER ASSOCIATES, P.C. 1901 S. MEYERS ROAD, SUITE 350 OAKBROOK TERRACE, IL 60181 (630)-942-9000 IL ROUTE 126 TEMPORARY ACCESS YORKVILLE, ILLINOIS UNIT PERCENT ITEM # ITEM QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT 1 ROADWAY EXCAVATION 60 C.Y. $10.00 $600 100 $600.00 2 2.0" BIT. CONC. SURF. SUPERPAVE MIX C, N70 250 S.Y. $3.00 $750 100 $750.00 3 8"CRUSHED AGG. SUB-BASE, TYPE B 250 S.Y. $10.00 $2,500 100 $2,500.00 4 R1-1 STOP SIGN 1 EACH $400.00 $400 100 $400.00 5 RESTORATION 1 L.S. $1,000.00 $1,00088'x, s1 — v TOTAL= $5,250 TOTAL COMPLETE L.O.C.#SU5015837 $5,891.00 15% CONT. REQ. CONST.STAKING TOTAL L.O.C.AMOUNT= $5,891.00 TOTAL REDUCTION AMOUNT OF WORK COMPLETED A $5,250.00 AMOUNT OF WORK TO BE DONE B $0.00 15% CONTINGENCY OF WORK COMPLETED C= 0.15XA $787.50 110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $0.00 PRIOR REDUCTION(S)APPROVED E $0.00 NET REDUCTION REQUESTED F=L-(C+D+E) FF3 NET L.O.C. AMOUNT TO REMAIN G=C+D $787.50 N6 ♦A P� C/ Reviewed By: J2' �An Legal ❑ City Council Finance ❑ EST. `� '" � �1838 Engineer y City Administrator ❑ A enda Item Tracking Number Consultant ❑ 71,E tLE �V�' ❑ City Council Agenda Item Summary Memo Title: Fox Hill Unitb(Lots 3&4)—Plat of Easement City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: This plat of easement is for public sanitary sewer needed to serve the development. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: car o United City of Yorkville Memo 800 Game Farm Road Esr , sas Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: March 14, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer � 6 CC: Liz D'Anna,Administrative Assistant Subject: Fox Hill Unit 6 (Lots 3&4)—Plat of Easement Attached find one copy of a proposed plat of easement on Lot 4 in this development. The easement is for a short section of public sanitary sewer. I have reviewed the plat and recommend that it be approved. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. ,... /srRVenTRAC RNCnRR�s AND SURVBYORB T6 J HN&flow T OF EASEMENT Ia �66 �� Pa:890-669-I68p NTU 830-869-'!8M �umvp...�a=Pm ■-MAa:.eve®tm.utlP..clPOvPm IJPHt[(RY .ROWI69Y .mtevaJJl DJ,IN019 PROPR39i0N11.DESIGN FIRM* 184-000108 COMP.FILE' 050163-msub.dxg FOR SANITARY SEWER PURPOSES PLOT FlLf.'STANOARD LOT EPSemAN STANDARD V r GRANTORS CER77FICA7E MOR7CAGORS CER77F/CAX STATE OF ILLINOIS S I SPATE of ) COUNTY OF+JS. )SS COUNTY OF ) This is to certify that the undersigned HOLDER OF A MORTGAGE DN M PROPERTY DESCRIBED HEREIN, HEREBY I CONSENTS TO 7H£EXECU77ON AND RECORDING OF THE ABODE I I is the AND FOREGOING PLAT OF EASEMENT AND HEREBY SUBMITS IO•P.U.a D.E. I I holder of record title to the land described herein ITS MORTGAGE RECORDED AS DOCUMENT 10'P.U. a D.F-7 I I and does hereby grant the easement hereon drawn NUMBER 1N THE OFFICE OF THE I I I to RECORDER OF DEEDS. COUNTY, ILLINOIS, TO I 10•P.U.h D.f.- --ID'P.U. tr D.E i for the purposes set forth on the above described Plat ALL OF THE PROVISIONS THEREOF. LOT 3 I LOT 4 i of Easement. IN WITNESS WHEREOF, 7HE SAID I I CAUSED SANITARY SEWER I I THIS 1NS7RUMENT TO BE SIGNED BY ITS DULY AUTHORIZED Sgy24• E EA �Y I I dated this day of A.D., 2006. OFFICERS ON ITS BEHALF AT I 2aOn GRANTED I I LOT 5 1 I !v I I THIS nAY OF A BLANKET STORMWATER MANAGEMENT BY. 2 • P.aG -E;R,; I EASEMENT COVERS LOT 5 (owner) Bank Nome and L I 1 Complete Address IO•P.U.X O.E. I I BY P — /V .O.B. �'� L---_ Printed Name and Title L-fl N• IT I _NR7A7tY CERI1f7CA7E /1=1Oea00• 20 S.M.E. ) " STATE OF ILLINOIS \. °L�.u�rTrREOfacA - � )SS Attest: \ A zodK, PER - - COUNTY OF) — .`` •ss• C�7-^�� Printed Name and Title -` lJ/K T NOTARY PUBLIC IN AND FOR STATE AND COUNTY AFORESAID, DO HEREBY CER77FY THAT PERSONALLY iffft TO ME 70 BE THE SAME PERSON WHOSE NAME IS 29WRISED TO THE FOREGOING rFRTIFir:ATr Aaocearn of 1 lHE ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE RECORDERS amnnDA7E USES AND PURPOSES THEREIN SET FORTH AS HIS FREE AND VOLUNTARY ACT. STATE OF ILLINOIS S.S. EAST PRO - COUNTY OF KENDALL ) GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS This instrument filed for record in the Recorders Office of (SAL QcSQRF` r�/ DAY OF— 2006. Kendall County, Illinois on this day of A YORKWICL ILLY EASEMENT 15 HEREBY RESERVED FOR RECONSTRUCT GRANTED TO TO REP CITY A.D., 2006, at O'Clock_M. by Instrument No. OF 1YINSPE T AQUnE IF CONSTRUCT TR INSTALL,ANDISMA U REPAIR,REMOI£REPLACE AND INSPECT FAQU77E5 fTAR THE 1PLAT ISSI-, AND YSE11"7EA U SANITARY SEVERS IMIHM DIE AREAS SHOW DIV THE PUT AS'NWTARr SENE7P fASE1ENT; TOGETHER s11N A Easement for Sanitary Sewer Service: RIGHT O<ACCESS THEREAN FOR IJAE PERSONNEL AND EMWM&VT NECESSARY AND REQUIRED That port of Lot 4 in the Resubdivision of Lot 1 in Fox Hill, Unit 6, a FOR SUCH USES AND PURPOSES planned unit development, being a resubdivision of part of Section 30, Notary Public THE UNITED CITY OF YORKVILLE IS HEREBY GRANTED THE RWHT To ENID?UPON THE Township 37 North, Range 7 East of the Third Principal Meridian, COUNTY RECORDER EASEMENT HERON a6scieBED FOR THE USES HEREIN SET FORTH AND THE RIGHT)a CUT, according to the plat of said Resubdivielon recorded August 30, 2005 TWAC OR REMOVE ANY TREE$SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESTpUTE' AS as Document No. 200500026016, in Kendall County, Illinois, described as MTARY.;OMEN EASEMENT"slept WIERFERE IMTH THE COwSTRUCI7OY,INSTALLATION follows: Commencing at the southwest corner of said Lot 4: Thence RECOVSiRUC7MXJ.REPAN;RELpVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR South 74 degrees 37 minutes 54 seconds East, along the southerly.line UNDERGIIOI/ND 1RANSOWSS/pV AND D/SIRIBUTION SYSTEMS AND FAOT.I71ES APPURTENANT of said Lot 4, 71.81 feet; Thence continuing along the southerly line CITY Comm CER77FICA7E THERETO.No PDwANEHr BWLOINGS,STRUCTURE$OR OBSTRUCTIONS SHALL of said Lot 4, being along a curve to the left, having o radius of ' coNsTRUCTED IN,UPON,OR OVER ANY AREAS OESTGNA TED AS"SANITARY SEWER EASEMENT", of Sol 0, an arc ten a BUT SUpr AREAS MAY BE USED FOR GARDENS SHRUBS TREE;LANDSCAPJNq ORIV£WAYS length of 8.14 feet; Thence North 02 degrees 35 STA IF OF ILLINOIS ) AND 0TFBR RELA70 PURPOSES 7HAT DO NOT UNREASONABLY INTERFERE WITH THE USES minutes 55 seconds East, 10.24 feet to a point on the northerly line of )Ss HERON DESCRI8ED. an existing Public Utility and Drainage Easement, per said Document No. COUNTY OF KENDALL) 7HE OCCUPATION AND USE OF THE NON-EXMUSYVE EASEMENT HEREIN GRANTED AND 200500026016, for the point of beginning; Thence continuing North 02 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE RESERVED FOR THE UNITED GTY OF YORKVILLE BY EACH OF SUCH EN77WS SHALL BE OLIVE degrees 35 minutes 55 seconds East, 50.76 feet; Thence South 87 IN SUCH A MANNER SO AS NOT 7O hWERFIRE W714 OR PREMUDE THE'OCCUPADCW AND USE degrees 24 minutes 05 seconds East, perpenducular to the last UN/TED CITY OF YORKN[1E; ILL/NGS TH/S i DAY OF' 20_, THEREOF BY OTHER ENTITIES FOR IW#CH SUCH EASEMENT IS GRANTED AND RESERVED. THE described course, 20.00 feet; Thence South 02 degrees 35 minutes 55 DONE ING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE AM NAMED EHRTIES SHALL BE seconds West, 54.98 feet to the northerly line of said existing Public INANE 1N WON A MANNER SO AS NOT ITS IAN D FAR£74ES DAMAGE; N DISTURB ANY y 9 Jy 7RANSW59'ON AND pSIRMI/A(AV SYSTEMS AND FALTD7IES APPURTENANT THERETO EXI571NC Utility and Drainage Easement; Thence northwesterly along the WW#V 7W EASEMENTS BEING CROSSED OR RECROSSED.NO USE OR OCCUPAWN OF SAID northerly line of said existing Public Utility and Drainage Easement, EASEMENTS BY 1T#"ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR being along a curve to the right having a radius of 1090.00 feet, an OR CHANGE TFI£SDBFACE DRAINAGE PATTERNS arc length of 20.44 feet to the point of beginning. In the United City RK EN MAYOR LEGD FOLLOMW ANY WO TD BE PERFORMED BY THE UNTIED CITY OF YORKMLLf IN of Yorkville, Kendall County, Illinois. ® =HEREBY GRAN7ED EXERCISE aE'ITS EASEMENT RIGHTS HEREIN GRANTED,SAID prY SMALL HAW NO OBLIGATION Mt7H RESPECT LA SURFACER PAWM NT INCLUDING B,GU BUT ZR LIi LA TO THE RESTORATION 116011 PROWD QP OWEVIISt.7HT OF PAVEMENT, CURB,OSUGAI, IIPFOL WING OR H MAINTENANCE P.O.B. s POINT OF BEGINNING WORK.TO BACKFILL AND MOUND ALL TRENCH 0?EA1ED SO AS 7.0 RETAIN SUTABLE" DEBRIS A 10 COLD N ION ANY ASPHALT IN CONCRETE SURFACE TO REMOVE ALL EXCESS P.U. &D.E. = PUBLIC DITLI TY AND DRAINAGE EASEMENT DEBRIS AND SPON AND TO L£AV£THE MA/NIENANCf AREA IN A GENERALLY CLEAN AND CITY CLERK WORKMANLIKE caNGVnaw. SURVEYOR'S CER77FICATE PREVIOUSLY GRANTED PER DOG NO. 200500026016 STATE OF ILLINOIS ) S.M.E. = STORMWA TER MANAGEMENT EASEMENT )SS PREVIOUSLY GRANTED PER DOC. NO. 200500026016 COUNTY OF KENDALL) I, Craig L Duy, Illinois Professional Land Surveyor Number 3359, do hereby certify that the Plat of Easement hereon drown was prepared using previous survey information and maps, plats and S other instruments of record for the uses and purposes herein set '4 NOTES: Is forth, of the hereon described property. PLAT OF EASSWE T PART O° LOT A N 77-E RE" O° LOT l This map was created for use as o plat of easement. This map is not to be used for any construction or stoking purposes Dated at Yorkville, Kendall County Illinois �^ a 7 D. 2006. OP /OX PLL LINT 6 without consent from a proper agent of Smith Engineering `iii 4,.D. RW DOC All 200£7000260/6 Consultants, Inc. R *I&�AIVO S..gb4� LN� �, Y�r!E • All existing rights-of-woy shown herein are per deed of record. G • This IS NOT a Plot of Survey. No assumptions or agreements CRAIGLDUY':DL A2MALL COUYTY, LL.OV06 as to ownership, use, or possession can be conveyed from this 035.003358 i<°_ document. 'a ;o • No underground improvements have been located unless shown Illinois Professional Land Surveyo No. ,•INIUNOIS•.•'�ra�B REN510N3 DWN BY: TNT: DATE: PROJECT NO. and noted. 3 O o� 1. CID 1/77/OS CLD 1110106 050163 • No distance should be assumed by scaling. License expiration date: 11/30/201F0F•��L\?�c • This map is void without original embossed err red colored seal ww6s6 `p0 2 DSN BY: M7• 7Aron cru r. n,T�and signature affixed. N � !� Reviewed By: J� p� City Council Legal ❑ Finance ❑ EST. , =,1836 Engineer City Administrator El 0 Agenda Item Tracking Number Consultant ❑ � �� ❑ City Council Agenda Item Summary Memo Title: Yorkville Business Center(Lot 18)—Plat of Easement City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This plat of easement is for a new onsite sanitary sewer needed to serve this development. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST :, ....,=1336 Yorkville, Illinois 60560 ��- Telephone: 630-553-8545 Fax: 630-553-3436 'LE Date: March 22, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer �a� CC: Lisa Pickering, Office Assistant Subject: Yorkville Business Center(Lot 18)—Plat of Easement Attached find one copy of the proposed plat of easement for the referenced development located at 129 Commercial Drive. The easement is needed for a new onsite sanitary sewer. I have reviewed the plat and recommend approval. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. PLAT OF EASEMENT OWNERS CERTIFICATE STATE OF ILLINOIS) EB COUNTY Of KENDALL) TRIG S TO CERTIFY THAT THE UNDERSIGNED S THE RECORD OWNER OF THE PROPERTY DESCRIBED IN THE SURVEYOR'S CERI'I►1CATE AIMED HEREON, AND DO HEREBY CONSENT TO THE GRANT OF EASEMENT DEPICTED HEREON. SCAB l' 80' DATED THIS __ DAY OF_ .A.D., EO08. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED AND GRANTED TO THE CITY OF YORKVILLE,ILLINOIS TO CONSTRUCT, INSTALL,RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND SIGNATURE DISTRIBUTION OF WATER, STORM SEWERS,SANITARY SEVERS.AND PUBLIC UTUXM WITHIN THE AREAS SHOWN ON THE PLAT AS'PUBLIC UTILITY AND PLEASE TYPE/PRRR THE AUTHORIZED INDIVIDUAL'S NAME,T1T16 DRAINAGE EA9EYEMT'.TOGETHER WITH A RIGHT Of ACCESS THERSTO FOR COVPORATLON/COMPANY NAME.AND ADDRES& AND THEIRS PURP SENT NECESSARY AND REQUIRED FOR SUCH -- THE ABOVE NAMm ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENT'S HEREIN DESCRIBED FOR THE USES RESIGN SET FORTH. AND THE RIGHT TO CUT,TRIM, OR REMOVE ANY TERM.SHRUBS OR OTHER PLANTS WITHIN THE AREAS DMICNATED AS *PUBLIC UTILITY AND DRAINAGE EASEMENT'WHIM INTERFERE WITH THE CONSTRUCTION,INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL., REPLACEMENT, MAINTENANCE,AND OPERATION OF THM UNDEROROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT NOTARY PUBLIC FOR OWNER AIR W TNRIIWAIION O UPON,OR BUILDINGS, I AREAS DESIGNATED AS "PUBLIC UTOR1'EASEMENT'. rl BUT SUCH AREAR MAY BE USED FOR GARDENS,SHRUBS,TREES, STATE OF RLLNOW) (f) LANDSCAPING,DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT 88 UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. COUNTY or 1 1 N THE OCCUPATION AND USE Of THE NON-EXCLUSIVE EASEMENTS HEREIN 1 1 GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF L THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE AFORESAID �ti ,9 SUCH ENTRIES SHALL EB DONE IN SUCH A MANNER 90 AS NOT TO COUNTY AND STATE, DO HEREBY CERTIFY THAT THE FOREGOING SIGNATORS 1,.1 ✓,,�S1 INTERFERE WITH OR PRECLUDE R DE THE OCCUPATION AND USE THEREOF BY OF THE OWNER'S CERTIFICATE ARE PERSONALLY KNOWN TO M t E TO BE THE � � • OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING 1 1 THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED DISTRUMENI',WHO APPEARED BEFORE ME ME THIS DAY IN PERSON AND 1 1 ENTITIES SMALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED SAID INSTRUMENT AS WITH.DAMAGE.OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS THEE FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ICI' 111 Q AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS OF SAID BANK,AS TRUSTEE AFORESAID, FOR THE LEES THEREIN SET FORTH, >� BEING CROSS®OR RECR0996D. NO USE OR OCCUPATION Of SAID AND THEN AND THERE Om AFFIX THE CORPORATE SEAL OF SAID BANK AS 1�!1 EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN THE TRUSTEE AFORESAID FOR TOR USER AND PURPOSES THEREIN SET 1 'a GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. 1 FORTH CENTERLINE FOLLOWING ANY WORK TO BE PERFORMED BY THE CITY OF YORKVILLE IN PUBLIC UTILITY k 1 11 THE EXERCISE Of ITS EASEMENTS RIGHTS HRRMN GRANTED, SAID CITY GIVEN UNDER MY RAND AND NOTARIAL SEAL THIS DAY Of DRAINAGE 1 MOIL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, A.D.8008 AT__ .ILLINOIS. O INCLUDING BUT NOT UNITED TO,THE RESTORATION.REPAIR OR --'-_------ REPLACEMENT Of PAVEMENT,CURBS,GITRERS,TREES.LAWN OR SHRUBBERY. PROVIDED, HOWEVER.THAT SAID CITY MUM 91 OBLIGATED FOLLOWING SUCH NOTARY PUBLIC �- 1!T MAINTENANCE WORK TO BACK FILL AND MOUND AL TRENCH CREATED SO AS +j a TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT 02 CONCRETE J 40'PUBLIC UTILITY k SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL AND TO LEAVE THE PIEA9E TYPIG/PRIIR'NAYS DRAINAGE EASEMENT } 1 MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. POINT OF BEGINNING MOST WESTERLY CORNER ' 7.4 OF NAT IB LEGAL FOR PUBLIC UTILITY k DRAINAGE EASEMENT: CITY COUNCIL CERTIFICATE THAT PART OF LOT 18 OF YORKVILLE BUSINESS CENTER UNIT 2 DESCRIBED AS FOLLOWS:A STRIP Of LAND 10.00 FEET IN VIDTH THE CENTER LINE DESCRIBED STATE OF OJDIOS) BB COMMERCIAL AS BEGIN S NING AT A POINT ON THE SOUTHWESTERLY LINE Of SAID LOT THAT COUNTY OF KENDALL) MRA FEET LONG MUD SOUTHWESTERLY Y Of THE MOST WESTERLY CORNER 61 SAN LOT A A8 DRIVE I1 UU�rLOTmu :EAST 183.08 rein,nmcz Rom iv APPROVED AND ACCEPTED THIS_ DAY OF A.D. 81'El"VEST 14Lv4 FEET; TO A POINT OF TERMINATION.IN THE CRY Of 8008 BY THE CRY COUNCIL Of CITY OF YORKVILLE.ILLINOIS. YORKVIIE•KENDAL COUNTY,11101018, MAYOR ATESP. CITY CLERK RECORDERS CERTIFICATE STATE Of ILLINOIS) 98 COUNTY CLEM CERMCATE COUNTY Of KENDALL) STATE OF IUOIOS) STATE OP ILLINOIS) STATE 7TO3 INSTRUMENT N0. __ WAS FILED FOR BE COUNTY Of KANE) RECORD IN THE RRCOR ER'9 OFFICE DR KENDALL COUNTY.ILLINOIS ON THIS COUNTY OF KENDALL) _ DAY OF-- 2008,AT___O'CLOCK THIS S TO CERTIFY THAT 1.MICHEL C.ENSAI PROFESSIONAL ::711.ILLINOIS PROFESSION .AND WAS RECORDED IN PLAT ENVELOPE NO. LAND SURVEYOR NO. 2788, HAVE SURVEYED THE ABOVE DESCRIBED I. COUNTY CLERK OF KENDALL COUNTY, PROPERTY,AND THAT THIS PLAT WAS PREPARED FOR THE PURPOSE OF MU14013 DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL GRANTING AND EASEMENT TO THE CITY Of YORKVILLE FOR THE PURPOSE TAXES. AGAINST ANY OF THE LAND IINCIAIDED IN THE NO REDEEMABLE TAX ANNEXED PLAT. SAM SAN PROPERTY.M AND THAT THIS P4?Of BASBY`\ENT`\ �Ylyl�ILT9 COUNTY RKCONS IR --- I FURTHER CERTIFY MAT I HAVE REDDENED ALL STATUTORY FEES IN .\ hP� L"Q'f o ; CONNECTION WITH TOE ANNEXED PLAT. GIVEN UNDER MY HAND -THIS •HAIL L aO06�,• /./ GIVEN UNDER MY HAND AND REAL THIS___DAY OF [ p AD.EGGS AT YOR IL=IL LNOIS. [`ENBAI+► IL C.GIV&RAC0..— MICHEL C.ILNOIS PROFESSIONAL LAND SURV1T01 035-002768 RROW gm AURORA •� MIONKL D.EMNnLANO P.LN.9761 Kln. / a LLIN0Is •�.0 FMVW NMNRK N.NwLANC P.LN SING X91. 00 NT.,NY L.NTawA9T P.L.R.2415 ew.1 •.• • • \\,\\ Ns PROFKRNIONAL DKNION FIRM NO.IN O \ RS 4„,bi RV EYI N O 0.....•�\w\`,\\\ ns.... eYeVenN.N i; ,���/lJJ/J/f//I11III Il11\1\\\\` Gbft TBWFWKV= c.D.w.A wNNNO1�TKN,INa Sway In VdY ody E ofloul Fed Is oAewe M Rd PMNINeLr. 20MOM ' I Reviewed By: J? O� Legal ❑ City Council Finance ❑ EST. 1 '"`� Engineer �� 3lcsl�b g y City Administrator ❑ Agenda Item Tracking Number a O Consultant ❑ P W 62c(�' (KJ E F1 City Council Agenda Item Summary Memo Title: Gruber-Kostal Dental Building—Plat of Easement City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: This plat of easement is for the utilities needed to serve this development. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Cyr o United City of Yorkville Memo 800 Game Farm Road Esr. ,e3s Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: March 15,2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna,Administrative Assistant Subject: Gruber-Kostal Dental Building—Plat of Easement Attached find one copy of a proposed plat of easement for utilities associated with the referenced project. When the plat of subdivision for this development(Menard's Commercial Commons Third Addition)was approved the site plan had not been submitted, so only standard-width easements were recorded with that plat. During the site plan approval process,we identified the need for additional easements for watermain and sanitary sewer. This new plat of easement provides the additional easements needed. I recommend that this plat of easement be approved. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. PLAT F EASEMENT SMITH ENGINEERING CONSULTANTS, INC. L7R1L/BiRIILTOBBL BRGII7SOtS.ND BDRVEY0R3 769 T�1 9re�f yORWam 6L Nm scams PB:090-aa9-966a rAi:69a-669-9a{e PART OF MENARD'S COMMERCIAL COMMONS, AND PART OF MENARD'S wwweO° `-"-830-W�1.41 ""ae YdI=G Y •LDNTI.BY eY066Yf1II COMMERCIAL COMMONS THIRD ADDITION DLDrWS PBOFBB 02060 DJLRIGN FIBY/ 166-000108 COMP.FILE 050519 eosemr,tr rov 070606 dd.dwg PLOT FlLE STANDARD VIEW. soesmanfs 1 M UNTIpy SIDE �yHPOt CO � �---� PA <WA Y - P.0.\ /a0' 14).25' WA,E7LVAIN EASEIENi tad P.uE —— I se5 sB�Q (OaC Na a 316,7) (HERE70109F s — (DOC NO I I I 05-3 1647) ,242Y lid P.uE HEREBY QRANW I I HEREBY 2d. ,2UN,ED /NGRMIE Y7ESS I PUBLIC u7Y11Y �I Ito' d'DRAINAGE EASEMENT y (Doc Na 06-31"7) /ad = PUBLIC UTILITY EASEMENT (HEREBY pPAN7ED) N0p� NI I D5j1�,.(D�4v_9�n O I WYIm PIT Y OF LPNL£ nD'Put &4SEWENr PROVI1379CE15 / I2 I [tG�j /IERFBY d}+r° r; sRANTED Puauc unurr EASe7rENr II lad n A NQY-EXCLUSIVE EASEMENT 15 M REBY Rr"VED FLN AND GRANTED ro WC AMER/IE'p(NKYW,CDy m A 7�P.UL AWES INTERCABE;OTHER PUBIC,17W1ES AND HOLDERS I J165nNG FRAfIaa..ERANIED BY TIE CITY a•' OT-'"y Pu UIEITY EASOMMY'(a&b Mae 70 CCM/sTMM NN IN.AREAS SHOW ON THE STLRMWA7ER HO REMOW REPLACE WSPECT,MAWTAW AND ONERAIE/AVlTER6ROfND/RANSMGSSQN AND OSnt&J7M SYSTEMS !DE7EN7ION/EASEMENT Od" d U. I I Sd P.uE 3 AND"Na UNDER Off SURFACE W RE'PUBLIC U81TY EASEMENT-,WCOUDING KIIHOUT LWTA PON TO (HERE7DF0RE OED/CA7ED) //NE7Pl7AcQ4f H APPUR�fir n4 Em IBM ne RICH ACTHERETO NNE PERSONNEL FMD EQUIPMENT - ) GRANTED .01 NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND 70GE7HER WIN III NGHT TO INSTALL ro.•r ^ REQUIRED SERVICE C ANVE'CDO•IS UNDER TIE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS IHERELW. A NQN-E=USVE EASE"ENT R ALSO/IEREBY RESERVED FOR AND GRANTED 7O TIE OWED pry OF /428Y 7'- TLRKNLLE 4LWCIS TO COW57RUCT INSTALL RECOWSIRIMT,REPAIR REMOVE,REPLACE AND INSPECT FACDJBES al PuE' 27135E 1 FOR TIE)RANSWSSOI AND O1SIR/BI/TIC Qc WATER STLRM SEVERS SA/OTARY SERIFS AND E72'CIRICJTY Oboc NO Sd h WPM R E ALAS SHOW QV TIE PUT AS"P(NBRC UB/TY EASEMENT 70CETIER WM A PoGNi OF ACCESS TIEREfO FOR TIE PERSONNEL AND EW1okENT NECESSARY AND REQURED fCP SUCH USES AND PURPOSES aT-NINA) P.aE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASE ENiS HERON DESCRIBED ( 05-JIN7) v1 FOR THE USES HERON 5E7 FORM AND DE Amr TD CUT, RBIC OR REMOVE ANY IREIS SHMAIS OR OTHER NOTES: 0'1-J1s47) I PLANTS WMIN ME AREAS OFSGNA TED AS"PUBLIC UXtrY EASEMENT'WBpI AV70VM WM THE CCNISIRUCMXL INSTALLATION,RECORS1AUCiKML REPAW,IEM/OVAL REPLACEIIfN7,MAW7FNANCE AND MERARQV OF DER ODERWO ND 7RANSWSSTgY AND DI57RIBNN A SYSTEMS AND FACffiH7E5 APPD 7FNANr 1.ANNOTATION ABBREVIATIONS- O-( 2 �+ I 17�,Mal IERETa NO PERMANENT BUROYIGS,STRUCILWE$OR OBSTRUCMWS SHALL BE CONSMUCTED W,UPON OR AUE-PUBLIC U17UrY EASEMENT \ I. OVER ANY AREAS DESIGdATED AS"PUBLIC UMITY EASEIENT;BUT SUCH AREAS MAYBE USED FOR GARDENS 1QS SHRUBS lr=L NDSCAPICO DRIVEWAYS,AND OTHER RELATED PURPOSES INAT DO NOT UNREASONABY 2 INNS PROPERTY IS WMIN ME CORPORATE UM/75 OF WE LY7Y OF iTMKNLLE. ` 01-1111, ,�`� N.d !VRAM EASEMENT aVMKJE WIN 111E USES HEREIN DESCRIBE" .1 NO DIMENSIONS SHALL BE ASSUMED BY SCALING Z ` " Mm Na 06-31"7) BE OCCUPAIXW MID USE OF THE NaWEX 3W7 EASEMENT HOM GRANTED AND RESERVED F"R ME ro Avow NAMED Emirs BY EACH O'SUCH ENTIRE?"LL BE DONE IN SUCH A MANNER$D AS NOT 70 4.ALL BEARINGS AND DISTANCES ARE BASED ON RECORDED PLATS Or SUBDINSOV. tr�\ 14TERF W WM OR PR 7W OCC:LPAIKW AND USE BEfEW BY 07HEB D MTES FOR WIGH SUCH EASEMENTS ARE GRANTED AND RESERVED. TIE CROSSING AND RECROSSING OF SAID EASEMENTS BY IRE ABOVE ane` I N I 01=41110 ANY �OSI 710 SY57ELM FAZIT S� Yi`RM T�EJ057WC f WINK DE EASMAENIS BEING CROSSED Of RECROSSED. RD USE OR OC LAPA710V OF SAD EASEMENTS BY THE I I ABOVE NAMED ENBW SHALL CAUSE ANY CHANGE N QUM OR A PAW OR CHANGE TIE SURFACE ORAWAGE \ I I FCVLOmw ANY mm TO BE PERmmig BY ME umm)aTr O'yawNLLE IN TIE EanCISE'OF ITS 1 EASEMENT RICANS HEREIN GRANTED,SID CITY SHALL HAVE NO OB/CAWN WIN RESPECT TO SURFACE I I RESTOA TKNC NCLUONG BUT NOT UW,ED rA nE RE57QRA ROC REPAR DR REPUL�/T aY PAVEMENT, I I CURB,GUTTERS TREES UW,OR?RUBBERY,PROVIDE"HONEL£R MAT SAD PTY SALL O%/CA)E" /'MTOR�RfI ATFFT FOlOWNC SUCH MAINTENANCE WK 70 BACIOU AND MOUND ALL TRENCH CREATED SO AS TO RETNN STATE C1c WSCOVSN) ` I I SATABE DRAINAGE TO COD PATCH ANY ASPHALT OR CONCRETE SURFACE TD REMOVE ALL EXCESS DEWS 59.25' AND SPOT,AND 70 LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND BaRKMANLIKE CONDITION I COUNTY OF I / ` N53 I9 00'W INS B INS TO CERTIFY THAT AAL COED AV KEN,AL ME FEE SURE 91AVO DINNER CL LOT 4 OF MENAROS AND HAS AL /� I CAUSED?AS RECORDED IN LATTER SNOWY IHI Nps As DOHE USE A a2-11411,URPIS AND HAS CAUSED THE SAVE VI BE PLATTED AS SF ONN ?TAT I FOR RTE USES AND PI/RPOSE5 EDGE AND T THE AS ALLOWED AND PRONGED FAR BY STAIN AND DOES HEREBY AGMOKLEDGE AND ADOPT TINE SAME HIDER THE SALE AND TITLE TIEIEOI 6IIG7TA THE UNOERSCNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOKN ON THIS PAT FOP PUBIC SERVICES AND HEREBY ALSO RESERVES FAR ANY D"mr-OAS IQEPN/O,E CAPE Ty MORTGAGOR'a LERTIFTGA DATED AT TITS_DAY Ar 2p STATE OF ) •/ COUNTY O°' ) NODER OF A MORTG,ALE ON TIE OF INR7Y OVE AN ED HEREIN,HEREBY F SUM TO TO ME DECU/710V AND RLCROWC O`THE ABOVE AND FQPfCQWC PLAT S/BgVISKW AND HEREBY SUS107S ITS AS DOCLWOVT MORTGAGE RECCMPDED BY: prMted Name,Prseklent ns 711E a`FRE Or ME RED OF DEEDS Prhted Nam-S mtory COUNTY,ILLINOIS ro ALL O'THE PRONE INS 77EREO: IN RIVES?WE)7EAF, TIE SAD CAUSED TINS INSIRUMET?ro BE SAVED BY ITS OLEY A MOUZED ONCERS HAS NOTARY CERTIF7CA7E BEHALF Ai CW 17S DAY OF 20 THIS STATE OF ) Bank Name and ss Complete Add— COUNTY a- ) Prbted Nan-and 7700 C A NOTARY PUBLIC IN AND FOR ME COUNTY AND STATE AF(RESAID,DA NIfR®Y LLRIR'Y THAT RECORDENS l7FliFlCA1F '� PERSONALLY KNOWN ro ME ro STATE OF EL1NC5 1 BE THE PRESIDENT AND SECRETARY OF GRANTEE'S CEJ11'B7C:AlE )S.S. AS SHOWN ABOW APPEARED BEFORE ME DOS DAY AND ACKNONLEDGED COUNTY Of KENDALL MAi AS Sf/CH OFiCERS TIEY SCNED TD,OE1/IERED THE SAD INSTRUMENT STATE D�;L/NOS 1 This nsWlrlant Bed far record n the Records s Of/ke of AND CAUSED ME CORPORATE SEAL ro FHKED iFIEREro AS THEW FREE 1 SS Nenddl Coont,NAOIe m ca do AND VOLUNTARY ACT AND AS WE FREE AND VOLUNTARY ACT OF SAID COUNTY OF KENDAII AD.,2006,at O'poek_Y by Ne ATIQV,FOR THE USES AND PURPOSES TIEREIN SET FORTH. fie undrelgn.4 y trumenl No oe ana,toe of OVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF tM Eosemrrt desabed and p- fni h—does wtiy Not 20 thh, day of X.2006,this Pat of Eae-mrlt and Cart of Easement ew COUNTY RECORDER duly approved as to f— NOTARY PUBLIC BM HI SURVEYOR'S CERIVICA7E GRAN70R's CER77RCCA,TE- ATTEST STATE OF ILLINOIS ) /b )SS STA 7E Ac ) COUNTY OF KENDALL) COUNTY Of, 7)ee herebY coH yythatrothe Plot Professional Easement hre.�.n r�359,do prepared uslnq pravlous survey nfamatisn and mope,plats and THIS W ro GER77FY THAT A(N) forth,of NO hnreonf desaribed the less and Purposes heron set CORPORA ROT,IS THE FEE SIMPLE DINNER O'LOT I O'AIENARDS COMMERCIAL CITY L10UNp/ CLP'RTIFlGATP a Properly. COMMONS THIRD ADDITION AS RECORDED N KENDALL COUNry AS DOCUMENT N0.OS-Ji64�AND Dated at YwkWl0.Kendall County Whole A.D.2006. HAS CAUSED DIE SAME ro BE PLATIED AS SHORN HEREON FAR DIE USES AND PURPOSES HEREIN SET FORM AS ALLOWED AND PROVIDED FOR BY STATUTE;AND DOES HEREBY STATE OF ILLNOIS ) ACKNOWLEDGE AND ADOPT THE SAME UNDER 7HE STYLE AND 177LE MEREOV WOCATED, )SS COUNTY OF KENDALL) WNW Professional Land Surwya No.)759 ME UNDERSIGNED HEREBY DEDICATES FUR PUBLIC USE THE LANDS SHOMN ON THIS PUT FOR PUB=C SERVICE;AND HEREBY ALSO RESERVES F�ANY ELECTRIC CAS M -NON&CABLE TV Approsed by the City CaunU o/YarkMl License espkatlan date:11/70/2008 (R OMER)ELECOMM,RBCARCWS COMPANY IIN'DER fRANCYRSE AGREEMENT WIN THE lINIIEO CITY -MMals this HE EON.ALL& MOR SUCCESSORS AND ASSIGNS THE EASEMENT PRO W/IOI ARE STATED day of 2006. OF Yt A DA TED AT WS_OAT-OF ?D Moyer AMT CRY Ark NOTES a7Y G1mKY CER7B7 A e This map was awled for use as a Plat of---L This map Ie BY: not to be used far any con t u tlon or taking purposes wlthwt Pr$Ifsd Nom-Fer/dnt PMfed Nano Serntary STATE CM'ILL1Nps ) wns.rll from a prop o agent of SmIN EngneeringwCanedtanla,Inc. )SS •Thle Ic NOT aPlat /o - No—.Pit-.COUNTY OF KENDALL) a .."unp.---. o kP---a-a haw been allot-. this d.-.-L a NOTARY CERTB7CAE U city pork of the City of YorkWls n.too. llhd0.do hreby arNy Not Drs ors no drhprenf w unpaid wrrent w •No distanoe should be aaeumsd b din Fay/tsd apscI&arse -I.w a1y de/ed bstdknsnfs appwf/ansd against •This map le wld without original emboss d or red colored seal and STATE CN' the tract ndudsd In this plot .Ignat—oHi.eQ Dated at Y".We,Kendall Camty,WLnaI-NN •Annotation abbreviations- COUNTY OF )) •a --day of ,2006. P.O.S. point of beginning P.O.C. Pont of commencement •All bearings d distances are based an o local ordn le syalem. 'The esbtnq right.-of-way sheen herein are per deed of record. C A NOTARY PUBLIC IN AND FOR THE city prk COUNTY AND STATE AFORESAID,DD HEREBY CERTIFY THAT AND BE THE PRESDENT AND SECRETARY OF PERSONALLY KNOW ro ME ro PLAT OF EASEMENT AS SNOW)ABOVE APPEARED BEFORE ME DOS DAY AND ACXNONLEDGED MAr As suCH LyFrcEes MET-s6Nm AND tEL/VERED ME SAD INsTRUMENr PART OF MENARD'S COMMERCIAL COMMONS AND PART OF AND CAUSED 7FE CT ANDA S SEAL TO A DFVOLU THERETO AS ME1R FREE MENARD'S COMMERCIAL COMMONS THIRD ADDITION AND NX.UNTARY ACT AND AS ME FREE AND VOLUNTARY ACT OF SAD CORPORA 170.PQR THE USES AND PURPOSES?HERON SET FORM GRAPHIC SCALE UNITED CITY OF YORKVILLE OVEN UNDER MY NAND AND NOTARIAL SEAL 7W5 W KENDALL COUNTY, ILLINOIS Y OF xm ?0 REASONS DYM BY: DATE PROJECT NO. IN TBE:1') L CLD 2/01/06 050519-4 NOTARY PUBLIC I loch. 50 IL 2 DSN BY: -TN—T.-HORIZ SCALE SHEET NO. •S 1"=50' 4. CHK BY: INT: VERT SCALE: OF i S MRF N P=# o Reviewed By: Jr �� ❑ City Council Legal Finance ❑ ESE 1 '�` Engineer P Ir 31t,51ob D ends Item Tracking Number 0 City Administrator El p Consultant ❑ W ' �c� <<E �V City Council Agenda Item Summary Memo Title: Kennedy Road PRV Station—Plat of Easement City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: This easement from BKFD is to locate the PRV Station on their property at the intersection of Kennedy Road and McHugh Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST. „:ieas Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LLE Date: March 15, 2006 To: John Crois, Interim City Administratortt ,, From: Joe Wywrot, City Engineer V.U CC: Liz D'Anna, Administrative Assistant Subject: Kennedy Road PRV Station—Plat of Easement Attached find one copy of the proposed permanent easement for the Kennedy Road Pressure-Reducing Valve Station. This station will be located at the NW corner of the Bristol-Kendall Fire Protection District station at the intersection of Kennedy Road and McHugh Road. BKFD has signed the Mylar original. This station, in conjunction with the watermain improvements in Autumn Creek and Grande Reserve Unit 16,will allow us to use water from Wells 8 and 9 in the Grande Reserve development for the entire city. It will also move the Autumn Creek and Prairie Meadows developments into a higher pressure zone. The PRV Station will be constructed by the Grande Reserve developer over the next few months. I recommend that this easement be approved. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. GRANT OF FOR hLo WATERMAIN TO THE UNITED CITY OF YORKVILLE E KENDALL COUNTY,ILLINOIS 0' 30' SCALE FEET N6a7B 09� .ig 89.61' R.2'J1. . NZJ.5421'E 1$ 119.27 µD ulluv EA%MEN, —_---1 It PERMANENT 1 1 INATERM i g EASEMEN �.6U11W Sil UNE 1 1 1 1 1 11 OWNER'S CERTIFICATE li 11 LOT 165 COUNTY STATE OF LLNOS) 1 cI ris 7 Nu6m FIRE l X96" E N10T=M WRLr.ONO OF M PROPERTY % 1 NE OESOUSED UNOER aMNTORA PRROPFFM 9#011H KNO N.FOR AM N CONNNRAI1071 Z 1 \ O or M. (ONE DOLLNt)AIO o71F t7e moo AM YALU caSOFnA7NN.�r ar MAa1 IS IERnY ACIO=DED.Nol M GRANT m M UMDD a7Y or YOMIMX ELNa6 7H0R RFSPECINE ULENSEEL WDOESSOW AND ASNOM AOMY APO SVEAAILY.M PERMAIENT EASE7MU OESatlRm NEIEOI(m OOLSINICE ! p 1 \ OPEMIE AIAINTAN,RENEW.RE=7E AND ROWT FRaI TIME ro 7R1E.EARRYAN AND DINER FACLan USED N 0"ECO0N VAIN SAID WA70WAK IOKTHM MR 7 c 1 \ RNNT OF ACOM ro M SANE AM M MIT FROM IRE TO 7I ME m IRN OR REMOVE 7REM N19ES AND SAKSM AND m MEAN OBSTRUCTIONS FROM M 91RFAaE AND SJORMAaE AS MAY RE REASONABLY IWUNRID NCID001`m M 1 I \ u/1D17 PmYAIEr1T WAIEREIAEA�Uf ON M 9RFACE a P \ DATED AT !INN;IMS-----AY OF 5006 1 I \ 71a. 1 1 \ ATTEST: Rr 1 1 1 1 l ✓ -----J GRANTOR'S PROPERTY ——————— STAIE OF LL1N018) 1.MIONWAL NEIDNL OONTY. N M UNEED aTr OF STATE OF 6JJ� CMRRY OF MANE) COUNTY OF K MEEJ 7w a m COERY THAT GE0mom EI/RRPIBZ$NC.HAS APPROVED AND AOCIF=BY M U FIED OTY OF Y0M(RLL 6UMM NFPARED TMs ORW OF EA.4HOET AS NOM aY M ANNDEO MT MOM VA A INIE AND CORRECT RENE®ITAWN OF SAID PERMANENT WATERMAIN EASEMENT PRaem.FOR M USES AND PISP06ES DnOWW HERON Al INS—DAY di 2006. 06TMICn SDRN AN N FEET AND OECSIAIS IHEMM.aylX U/10!11 NY NND 110 SEAL AT SUGAR GROVE.U&M TEAT PART R M LOT 755 W PRUNE IEA00116 SUBNN801 NORW ED AS 00 FEET M 70117MOILr 27.m FEET OF M ASS aN Mr K NARaI 2006 V13TO 1lr MOD EEET OF M OT 101%Y 2600 FEET @ M Bl: M EDr CM OF mPof SAM LOT KMAALL"TIM.UUPO, N MAYOR ATIESI OfY CLEW aP SL PROfES'81011N.LAW 3I1RIEVOR/E72{ OQ•.11-30-416 �t wEer n�W 4T NW WON Engineering Enterprises,Inc. C1E6 EN6N@II/aLARO6URV6YORa gUpp\6 52 Mader Rood Sugar Gmve.Illbalm 60554 PROns: (630)466-9350 PRM Yoma OWL Y=813 i� 6 /25 ♦,�Eo ciry Reviewed By: Legal ❑ City Council Finance �sss ❑ Engineer �� 3(2310 6 Agenda Item Tracking Number { � y City Administrator —PW aodo- (0 Consultant ❑ ❑ City Council Agenda Item Summary Memo Title: Raymond Storm Sewer Outfall-Plat of Easement City Council/ COW/ Committee Agenda Date: 4/3/06 Public Works Synopsis: This easement from Inland will allow a section of the Raymond Storm Sewer Outfall Sewer to be constructed near Commercial Drive. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Cyr o United City of Yorkville Memo 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 F p Fax: 630-553-3436 <LE `w Date: March 23, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pi&wing,<( ffice,Ass}scant Subject: Raymond Storm Sewer Outfall—Plat of Easement Attached find one copy of a proposed plat of easement for a section of the Raymond storm sewer outfall. This easement is located adjacent to the Caledonia subdivision and immediately west of Lot 24 in the Yorkville Business Center(247 Commercial Drive). I recommend that this plat of easement be approved. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. LOCATION MAP Grant of 'basement EASEMENT THAT PART DOFCT T THE NORTHEAST OU R OF SECTION 17, TOWNSHIP 37 l�lOCGO NORTH, RANGE 7 EAST OF THE THI D PRINCIPAL MERIDIAN, DESCRIBED V AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE WEST LINE OF LOT 5 EXTENDED o m e NORTHERLY IN YORKVILLE BUSINE r"CENTER UNIT 2, ACCORDING TO THE m PLAT THEREOF RECORDED AS DOCU "'T NUMBER 200000012408, AND m SOUTH LINE OF FISHERS SUBDIVI N EXTENDED WESTERLY. ACCORDING m TO THE PLAT THEREOF RECORDED ,;DOCUMENT NUMBER 884011: THENCE SOUTH 00 DEGREES 12 MINUTES 0 ECONDS EAST ALONG SAID WEST LINE 30.01 FEET TO A POINT ON A LI -LYING 30.00 FEET SOUTH OF AND PARALLEL �'"� WITH SAID SOUTH LINE OF FISHE 'SUBDIVISION EXTENDED WESTERLY. v= rslTE SAID POINT BEING THE POINT OF GINNING: THENCE NORTH 88 DEGREES 40 m NATION MINUTES 19 SECONDS EAST ALONG ID PARALLEL LINE 411.72 FEET TO THE m WEST LINE OF LOT 24 IN YORKVI BUSINESS CENTER UNIT 3. ACCORDING TO THE PLAT THEREOF RECORDED DOCUMENT NUMBER 20010008620; mR�a+ THENCE SOUTH 00 DEGREES 12 MI , ES 00 SECONDS EAST ALONG SAID WEST LINE OF LOT 24 A DISTANC F 45.01 TO A POINT ON A LINE LYING x 90.00 FEET SOUTH OF AND PARAL WITH SAID SOUTH LINE OF FISHERS SUBDIVISION EXTENDED WESTERLY HENCE NORTH 88 DEGREES 40 MINUTES mism 19 SECONDS WEST ALONG THE LAS ESCRIBED PARALLEL LINE 410.54 FEET TO A POINT ON SAID WEST LINE LOT 5 EXTENDED; THENCE NORTH 00 DEGREES 12 MINUTES 00 SECONDS ST FEET ALONG SAID WEST LINE OF IOLINOEXTENDED 45.01 TO THE P OF BEGINNING. IN KENDALL COUNTY. ,,.,.,. TRACT A (PROPOSED CALEDONIA SUED I V I S PON) s.UZQFI�SSHE S SUBONISION EATRLY P.O.C. 430.05' Se8'40'19'W N.UNE OF YaRKVILLE BUS/NESS CENTER UNIT J PER DOC 20010008620 � a I P.O.S. 411.72' __ -- --------- ----------------NBB•�OT19 E YORKVIL!_E BUSINESS CENTER UNIT 3 C!8 Doc. No. 20010008620 w n ( g LOT 24 LOT 23 SO NEREB/N Al ED N 410.54' i---------_ ____ ---------------- _-- --- - S86-40 19'M rE WSWED OF ILLINOIS) HEM 6RMTE0 COUNTY OF KENDALL) SS ——— APPROVED AND ACCEPTED BY THE UNITED CITY OF YORKVILLE. ——————————————————— ILLINOIS. THIS _____ DAY OF----------- 20__. �Q BY: ------------------------ UNITED CITY OF YORKVILLE �l0 MAYOR EASEMENT PROVISIONS �6Q 1 STATE OF ILLINOIS! I m BY: __CITY______ _______ PUBLIC UTILITY AND DRAINAGE EASEMENT cJ )SS o CITY CLERK A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC �� COUNTY OF DUPAGE) AMERITECH, NICOR COM ED. JONES INTERCABLE. OTHER PUBLIC UTILITIES, AND b C HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE. THIS IS TO CERTIFY THAT THE UNDERSIGNED,wmaavr_ . B ctNFC, m x ILLINOIS. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS CENTER. LL_C 1S THE FEE SIMPLE OWNER OF 7- DESCRIBED�'�+i R ro SHOWN ON THE PLAT AS PUBLIC UTILITY 6 DRAINAGE EASEMENT" (abbreviated UNDER GRANTOR'S PROPERTY SHOWN HEREON, ATJi.fNAT YaRKVI T INSPECT MAINOTAINNAND OPERATE UNdERGROUNCRTRAN5Mi55IaNRANDYE. REPLACE, BUSINESS CENTER. LLC FOR AND IN CONSIOE ON,OF E1.00 (ONE �m� I " rn DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE 'PUBLIC DOLLAR) AND OTHER GOOD AND VALUABLE CON JEI AIT:IgN. RECEIP'i my UTILITY 6 DRAINAGE EASEMENT" INCLUDING WITHOUT LIMITATION TO OF WHICH IS HEREBY ACKNOWLEDGED, HEREBY I[yTfS,TO THE s TELEPHONE CABLE, GAS MAINS ELECTRIC LINES CABLE TELEVISION LINES. AND UNITED CITY OF YORKVILLE. ILLINOIS THE ESP.ECTIVE �^ ALL HTECESSARY FACILITIES APPURTENANT THERTO, TOGETHER WITH THE NECESSARY LICENSEES. SUCCESSORS AND ASSIGNS JDININS SEVERALLY. =rn NOTE: THE PERMANENT AND TEMPORARY EASEMENTS AN16 HEREON. AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE ( TEMPORARY EASEMENT TO EXPIRE ONE (1) YEAR FROM m F RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF TO CONSTRUCT. OPERATE. MAINTAIN. RENEW. RELgfzA.T. AND �' EACH LOT TO SERVE IMPROVEMENTS THEREON. REMOVE. FROM TIME TO TIME, STORM SEWER A.lp, (FfER I THE RECORDING OF THIS PLAT. rm C FACILITIES USED IN CONNECTION WITH SAID O MB SEWER. i m m A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TOGETHER WITH RIGHT OF ACCESS TO THE SAA, THE RIGHT Ug TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT INSTALL FROM TIME TO TIME TO TRIM OR REMOVE TREE$�'Q S1ES AND O RECONSTRUCT REPAIR REMOVE REPLACE AND INSPECT FACILITIES FOR THE SAPLINGS AND TO CLEAR OBSTRUCTIONS FROMT}�E'`SIDRFACE o TRANSMISSION AND DI�TRIBUTISN OF WATER. STORM SEWERS SANITARY SEWERS AND ELECTRICITY WITHIN THE AREAS SHOWN ON THt PLAT AS 'PUBLIC AND SUBSURFACE AS MAY BE REASONABLY RED ACGD:ENT I 2� FOR THE PERSONNEL ANDtEO IPMENTGNECESSARYHANDRREQUIREDAFORSSUCHERETO THE P RMANENTON I STATE OF ILLINOIS) SS (In °� USES AND PURPOSES. STORM SEWER EASEMENT. COUNTY OF COOK ) < THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON THE TEMPORARY EASEMENT SHALL EXPIRE ONE (I YEAR AFTER ro� EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE WE DECLARE THAT THE ABOVE DESCRIBED PROPERTY WAS SURVEYED BY RIGHT TO CUT TRIM. OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS RECORDING OF PLAT. SPACECO. INC.. AN ILLINOIS PROFESSIONAL DESIGN FIRM, NUMBER LZ WITHIN THE AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT" I 184-001157. FOR THE PURPOSE OF GRANTING AN EASEMENT AS REPAIRINNEMOVAL WITH THE OPERATION OF TRHEIRION. OAT AT AK BROOK, ILLINOIS. THIS ��'�":,. ..DAY OF I SHOWN. AND THAT THE PLAT IS A CORRECT REPRESENTATION OF SAID 2006. UNDERGROUND TRANSMISSION ANb DISTRIBUTION SYSTEMS AND FACILITIES A Lg 06. EASEMENT. APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS ALL DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. DESIGNATED AS "PUBLIC UTILITY A DRAINAGE EASEMENT" BUT SUCH AREAS MAY BE USED FOR GARDENS SHRUBS, TREES LANDSCAPING, DRIVEWAYS AND � ES PRIDENT OTHER RELATED PURPOSES THAT 00 NOT UNREASONABLY INTERFERE WITH � I NO DISTANCES OR ANGLES SHOWN HEREON MAY BE ASSUMED BY SCALING. THE USES HEREIN DESCRIBED. jL THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED GIV N UNDER OUR HAND AND SEAL THIS /Z OF a I.� AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES 'fte.� r[f FN F�.b SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE - 200 IN ROSEMONT. IL LAOIS. ``% THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH STATE OF ILLINOIS) EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A )SS MANNER SO AS NOT TO INTERFERE WITH, DAMAGE OR DISTURB ANY COUNTY OF OUPAGE) r, i—N TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT / ! I.-P.L.S. PROPE55)ONAL t C. RIAN LOUNSBURY. No. 03 2841pq• THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. 1,/,�gAr�AAVMXkA NOTARY PUBLIC. IN AND1 DO COUNTY' NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES AND STATE AFORESAID. DO HEREBY CERTIFY THAT E1&2IdV?fiLLE BUSINESS BASIS OF BEARING: '� SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE CENTER, LLC. P RS NALY KNOWN TO ME TO BE:O c LICENSE EXPIRES: 11-30-2006 aL1fNBTs DRAINAGE PATTERNS. Y A• 1)7700 THE SAME PERSONS SS ARE FINAL PLAT OF R SUBDIVISION pO � a Ogg,` BUSINESS CENTER SUBDIVISION THEEEXERCI EXERCISE ITS EASEMENT RIG OSSUR ACE RES 0 RESTORATION OF ITTY SHALL E IN ME THIS BDAY TINT PERSON GAND GACKNOWLEDGED THI'tT. 5$GNED RECORDED 10-10-2000 3808 (VALID ONLY IF EMBOSSED SEAL AFFIXED) BUT NOT LIMITED TO THE RESTORATION REPAIR OR REPLACEMPNT OF PAVEMENT, AND DELIVERED THE FORGOING INSTRUMENT NOT'' , UlALLY. - CURB, GUTTERS, TREES, LAWN OR SHRU86ERY. PROVIDED HOWEVER, THAT SAID BUT AS OFFICERS OF SAID Y �°'^""' REVISIONS1 DATE: �" CITY SHALL BE OBLIGATED FOLLOWING SUCH MAINTENANCE WORK TO BACKFILL FOR THE USES AND PURPOSES THERE N q L" AND MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DIAINAGE TO M IE 12/13/05 i 11/22/05. COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS GIVEN UN R MY�IAND AND NOTORIAL SIFA ;l 1/27/06 DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY QQ�� L,F - a - DAY OF/J/R,,.�./1./ 2006. JOB NO 7"" " CLEAN AND WORKMANLIKE CONDITION. MY COMMI /2mg fjli�.. _ / / ter:-. .. - 3377: .. r Reviewed By: J2 O� Legal ❑ City Council 18 Finance ❑ ES7: •, :_; 36 I Engineer 3(z`I o 6 t ` City Administrator ❑ A e da Item Trackin Number �`��'�O consultant ❑ -P9 aoo�-7o <LE �V City Council Agenda Item Summary Memo Title: FPA Expansion Agreement—Hattner Property City Council/COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This proposal in the amount of$7500 is to prepare documents for submittal to Illinois EPA to add this property to the YBSD Facility Planning Area. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road EST , 1836 Yorkville, Illinois 60560 -� Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: March 21, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Office Assistant Subject: FPA Expansion Agreement—Hattner Property Attached find one copy a proposal from Walter E. Deuchler Associates to prepare and submit FPA expansion requests to the Illinois EPA for the referenced property. This property is located on the east side of Route 47 immediately south of the Heartland Crossing development. The proposal is in the amount of$7,500. This work would be funded by the city with deposits received from the property owner, who has requested that this work be done. We would not give Deuchler the Notice to Proceed until the deposit is received. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODUwN AVENUE • TELEPHONE (630) 8974651 • FAx (630)-5696 March 17, 2006 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Engineering Agreement for FPA Amendment YBSD Hattner Property Dear Joe: Please find enclosed three(3)copies ofthe Engineering Agreement for amending the YBSD's Facility Planning Area(FPA) on the southeast side of YBSD's service area, as delineated on the attached Exhibit A. We have stated in the Engineering Agreement an amount of$7,500 to perform this FPA amendment. We thank you for the opportunity to be of service, and should you have any questions, do not hesitate to call. Very truly yours, WALTER DE ASSOCIATES,INC. Phili pe F. Moreau, P.E. PFM/mw Encl. cc: Ralph Pfister, YBSD • Design and Construction • Project Financing •Water Works and Sewerage • Buildings and Structures •Streets and Street Lighting • Investigations and Reports ENGINEERING AGREEMENT FOR FPA AMENDMENT YBSD HATTNER PROPERTY UNITED CITY OF YORKVILLE 2006 This Agreement is made and entered into this day of , 2006, by and between Walter E.Deuchler Associates,Inc.whose address is 230 S.Woodlawn Avenue,Aurora,IL 60506,hereinafter called the"Engineer", and the United City of Yorkville,Kendall County,Illinois, hereinafter called the "Owner", and covers certain professional engineering services in connection with the improvement. Witnesseth that, in consideration of these premises and of the mutual covenants herein set forth, Now, therefore, the Owner and Engineer, in consideration of their mutual covenants, herein agree in respect to the performance of professional engineering services by the Engineer, and the payment for those services by the Owner, as set forth below. SECTION 1 - PROJECT DESCRIPTION 1.1 The Yorkville-Bristol Sanitary District(YBSD)intends to serve undeveloped lands outside of its facility planning area(FPA)with sanitary sewers, following requests from developers and property owners with intent to provide preliminary plans to the Owner for review and approval. These said undeveloped lands are located on the southeast side of the FPA as shown on the attached Exhibit A, which requires an Amendment to the Facility Plan. SECTION 2 - THE ENGINEER AGREES 2.1 To perform professional engineering services in connection with the Project, as hereinafter stated. 2.2 To serve as the Owner's professional engineering representative in those phases of the Project to which this Agreement applies, and to give consultation and advice to the Owner during the performance of services. G:\CONTR\YBSD-FPA AMEND\HATTNERwpd -2- 2.3 To petition to the Illinois Environmental Protection Agency (IEPA) for a Water Quality Management Plan Amendment which will consist of the following: — Summary and need of the requested amendment — Geophysical information — Current FPA status — Population and household forecast — Area land uses — Wastewater treatment loadings — Alternative wastewater treatment — Cost effectiveness of wastewater alternatives — Wastewater services costs — Per household user costs — Environmental characteristics of the amended area — Stormwater Management — Soil Erosion and Sediment Control — Floodplain Management — Stream and wetland protection — Legal Description of the amended area 2.4 To send, by certified mail, copies of the FPA Amendment to all local government agencies within 1.5 miles from the proposed amended area. 2.5 To respond to comments received by the IEPA from local government agencies. SECTION 3 - THE OWNER AGREES 3.1 To furnish available data such as utility maps, in the Amendment, available plans of proposed subdivisions and legal descriptions of those properties included. 3.2 To designate in writing a person to act as Owner's representative with respect to the services to be performed or furnished by Engineer under this Agreement. Such person will have complete authority to transmit instructions, receive information, interpret Owner's policies and decisions with respect to Engineer's services for the Project. 3.3 To pay the Engineer, for those services described in Section 2 a lump sum amount of$7,500 paid in the amount of 75%at the completion of the tasks provided in Sections 2.3 and 2.4, and the balance at the completion of the tasks described in Section 2.5. 3.4 That those services beyond the scope of Section 1 and not included in Section 2, will be considered additional work. Compensation for additional work will be paid in accordance with the attached 2006 Fee Schedule for the 2006 calendar year or the current schedule in effect after calendar year 2006. G:\CONTR\YBSD-FPA AMEND\HATTNER.wpd -3- 3.5 That payments due the Engineer for services rendered will be made in monthly payments based upon actual work completed. 3.6 To pay Engineer within thirty (30) days after the invoice date, after which, payment will increase at an interest rate of 1.5% per month. 3.7 That Engineer has the right to suspend or terminate service if undisputed charges are not paid within forty-five (45) days of receipt of Engineer's invoice, and Owner agrees to waive any claim against Engineer arising,and to indemnify,defend,and hold Engineer harmless from and against any claims arising, other than from Engineer's negligence or wrongful conduct, from Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner recognizes that any charges not paid within thirty(3 0)days are subject to a late payment charge equivalent to 1.5% of the balance due for each additional month or fraction thereof that undisputed charges remain unpaid. 3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for cause,Engineer,in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses (not to exceed a total of$1000.00), directly attributable to termination, both before and after the effective date of termination, such as reassignment of personnel, costs of terminating contracts with Engineer's Consultants, and other related close-out costs, using methods and rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid thereunder. In addition a 10% charge of the unbilled amount as set forth in Section 3.3 shall be paid by the Owner to the Engineer. 3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses. 3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer, to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action shall pay to Engineer the cost and expenses incurred to answer and/or defend such action, including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any other party for the consequences of that party's negligence, including negligent failure to follow Engineer's recommendations. 3.11 Engineer's employees shall not be retained as expert witnesses except by separate written agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of Engineer's services. G:\CONTR\YBSD-FPA A1v END\HATTNER.wpd -4- 3.12 The Engineer will not be responsible for job or site safety of the Project other than arising from validly implemented affirmative recommendations therefor. Job and site safety will be the sole responsibility of the contractor/contractors of the Project unless contracted to others. 3.13 The Owner shall require in any agreement it makes with a Contractor for the Project that the Contractor shall obtain Commercial General Liability Insurance with contractual liability and shall name the Engineer, its employees and consultants, as additional insured, with said coverage to be primary and non-contributory. In addition, the Owner agrees to name the Engineer, its employees and consultants, as an additional insured on any policy of Owner covering the Project, with said coverage to be primary and non-contributory. When Owner requests services of the Engineer in any capacity other than as a design professional, then, to the fullest extent permitted by law, the Owner shall defend, indemnify, and hold harmless the Engineer, its employees and consultants, from and against claims, damages, losses, costs, including but not limited to reasonable attorneys fees and costs, ("Losses") arising out of or resulting from the Engineers performance of services other than as a design professional (including any services that could be construed as those of a construction manager)provided that such Losses are attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property to the extent caused, in whole or in part, by the contractor, subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable. This provision shall survive the termination or completion of this Agreement. 3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or her employees and subconsultants at a construction site, shall relieve the General Contractor and any other entity of their obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Engineer and his or her personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Owner agrees that the General Contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the Owner's agreement with the General Contractor. The Owner also agrees that the Owner, the Engineer and the Engineer's consultants shall be indemnified and shall be made additional insureds under the General Contractor's general liability insurance policy. In addition, and notwithstanding any other provisions of this Agreement,the Owner agrees,to the fullest extent permitted by law, to indemnify and hold harmless the Engineer, his or her officers, directors, employees,agents and subconsultants from and against all damage, liability or cost,including reasonable attorneys' fees and defense costs, arising out of or in any way connected with the Project or the performance by any of the parties above named of the services under this Agreement, excepting only those damages, liabilities or costs attributable to the sole negligence or willful misconduct of the Engineer. 3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the G:\CONTR\YBSD-FPA AMEND\HATTNER.wpd -5- Project arising from Engineer's professional acts, errors, or omissions or breach of contract or other cause of action, such that the total aggregate liability of Engineer to all those named shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this Project, whichever is greater; and Owner hereby releases Engineer from any liability above such amount. 3.16 If any of the provisions contained in this Agreement are held illegal,invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. 3.17 That any difference between the Engineer and Owner concerning the interpretation of the provisions of this Agreement shall be referred to a committee of disinterested parties consisting of one member appointed by the Engineer,one member appointed by the Owner and a third member appointed by the two other members for disposition and that the committee shall attempt to resolve the difference by formal non-binding mediation conducted in accordance with rules and procedure to be agreed upon by the parties. SECTION 4 - IT IS MUTUALLY AGREED 4.1 During the progress of work under this Agreement, the Engineer shall continuously monitor its costs and anticipated future costs, and if such monitoring indicates possible costs in excess of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of such anticipated increase and the compensation for engineering services shall be adjusted, if any, by amendment to this Agreement. 4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer at his last known post office address. Upon such termination, the Engineer shall cause to be delivered to the Owner all drawings, specifications,partial and completed estimates and data, with the understanding that all such material becomes the property of the Owner. The Engineer shall be paid for any services completed and any services partially completed in accordance with Section 3. 4.3 That the Engineer warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement,and that he has not paid or agreed to pay any company or person,other than a bona fide employee working solely for the Engineer, any fee, commission,percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty the Owner shall have the right to void this Agreement without liability whatsoever. 4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made by the owner arising out of any act or omission of any director, officer or employee of the Engineer, in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. G:\CONTR\YBSD-FPA AMEND\HATTNERwpd -6- 4.5 That the Owner and the Engineer each binds himself and his partners, successors, executors, administrators and assigns to the other party of this Agreement and to the partners, successors, executors, administrators and assigns of such other party in respect to all covenants of this Agreement;except as above,neither the Owner nor the Engineer shall assign,sublet or transfer his interest in this Agreement without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any office or agent of any public body which may be a party hereto, nor shall it be construed as giving any right or benefits hereunder to anyone other than the Client and the Engineer. 4.6 All Reports, Drawings, Specifications, other documents, and magnetic media prepared or furnished by the Engineer pursuant to this Agreement are instruments of service in respect to the Project, and the Engineer shall retain ownership of said documents and magnetic media including the right of reuse by and at the discretion of the Engineer whether or not the Project is completed. The Owner may retain copies, including reproducible copies, of the Engineer's documents and magnetic media for information and reference in connection with the use and occupancy of the Project by the Owner and others; however, the Engineer's documents and magnetic media are not intended or represented to be suitable for reuse by the Owner or others on additions or extensions of the project, or on any other Project. Any such reuse without written permission and verification or adaption by the Engineer for the specific purpose intended will be at the Owner's sole risk and without liability or legal exposure to the Engineer. The Owner shall indemnify and hold harmless the Engineer from all claims, damages, losses and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing of additional copies and verification or adaptation of the Engineer's comments and magnetic media will entitle the Engineer to claim and receive additional compensation from the Owner. 4.7 The Engineer's agent shall perform the function of Agent or Representative of the Owner, during the performance of the PROJECT. The Engineer may be required to enter private properties and private premises to perform the work identified in the PROJECT. The Owner agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability, damage, injury, cost or expense, including attorney fees, arising out of Engineer's entry into private properties and private premises, unless resulting from Engineer's negligence or wrongful conduct under Section 3.7 or as provided by law. 4.8 Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s) methods of determining prices, or over competitive bidding or market conditions.Engineer's opinions of probable total project costs and construction cost provided for the project are to be made on the basis of Engineer's experience and qualifications and represent Engineer's best judgement as an experienced and qualified professional Engineer familiar with the construction industry; but Engineer cannot and does not guarantee that proposals, bids or actual total project or construction costs will not vary from opinions of probable cost prepared by Engineer. G:\CONTR\YBSD-FPA AMEND\HATTNER.wpd -7- IN WITNESS WHEREOF,the parties have caused this Agreement to be executed in triplicate counterparts, each of which shall be considered as an original by their duly authorized officers, this day of , 2006. Executed by the Owner: United City of Yorkville State of Illinois ATTEST: By By Title: City Clerk Title: Mayor Executed by the Engineer: Walter E. Deuchler Associates, Inc. 230 S. Woodlawn Avenue Aurora, IL 60506 By Title: Presi nt G:\CONTR\YBSD-FPA AN END\HA=Kwpd Walter E_ Deuchler Assoc. 2006 FEE SCHEDULE CLASSIFICATION RANGE OF BILLING RATE CLERICAL 55.00-70.00 JR. TECHNICIAN 35.00-50.00 TECHNICIAN/DRAFTSPERSON 60.00-85.00 CONSTRUCTION OBSERVER 65.00-80.00. SURVEY CREW (2 Members) 120.00-155.00 ENGINEER 72.00-95.00 PROJECT ENGINEER 94.00-120.00 PROJECT MANAGER........ LAND SURVEYOR........... PRINCIPAL......... 112.00-145.00 , 0.I - / \ \ �Qtl✓ rr I + pm"' I I Fri tin \ EXISTING F.P.A. BOUNDARY 1 I 1 to I I 14" I I I I y I I I I I I I 12" I y 17 I I I I I I I I \ I I I� \ i I I I� `may I 3 - 14 Y ! I L - Y I I I I I 4{ I 4 I I e PROPOSED F.P.A. Y I I AMENDMENT AREA ow I I 0 I N I d. I a I I t I � I � o OI o M I WALTER E. DEUCHLER ASSOCIATES, INC. aVaa�e YORKYILLE BRISTOL SANITARY DISTRICT _ EXHIBIT A 1 o..f 3/17/N xve.KO Piu ox.w JES .avxofo 'i V"7""'�"' — ®uu��'•zaao'�.o ow�\ry\o.oeo-of\Ex�nerte ,p„a gee/o.osa/o. FACILITY PLANNING AREA AMENDMENT °f 1 14&i,�S- Reviewed By: J� �•n Legal ❑ City Council Finance ❑ EST , -1836 L�(ob Engineer y City Administrator ❑ Age d ns Item Tracking Number Consultant ❑ aoo� - i SCE ��' ❑ City Council Agenda Item Summary Memo Title: 2005 In-Town Drainage Program—Request for Additional Compensation City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: This request for$8410 additional compensation is for the additional time needed to complete the project. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name R Department Agenda Item Notes: Cyr o United City of Yorkville Memo 800 Game Farm Road Es, ,e3s Yorkville, Illinois 60560 Telephone: 630-553-8545 y Fax: 630-553-3436 SCE Date: March 20, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer ,UP CC: Lisa Pickering, Office Assistant Subject: 2005 In-Town Road Program—Request for Additional Compensation Attached find a request from Smith Engineering for additional compensation related to last year's In-Town Road Program projects. The request, in the amount of$8410.00, is for additional man-hours related to delays associated with the project. Smith has not provided detailed information about the delays,but the mains reasons for delays were waiting for utility relocations to be completed,bad weather, and re-designs due to unanticipated utility conflicts. While some of these could have been anticipated, the majority could not have been anticipated. Therefore I recommend approval of this request for additional compensation in the amount of$8410.00. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. Smith Engineering Consultants, Inc. Civil/Structural Engineers and Surveyors February 23,2006 Mr.Joe Wywrot City Engineer United City of Yorkville 800 Game Farm Road Yorkville,Illinois 60560 RE: Yorkville 2005 In-Town Drainage Improvement Program SEC Job No.YORK-050148-6 Dear Mr. Wywrot: As previously discussed between the United City of Yorkville(City)and Mark Landers,Construction Engineer for Smith Engineering Consultants,Inc.(SEC), it has been determined that additional man-hours were used by SEC to complete the work as described in our original contract for the 2005 In-Town Drainage Program. The original agreement between the City and SEC was based on a ten(10)week project duration and the plans, as bid,detailed a completion date of June 30,2005,allotting nine(9)weeks to complete the project. According to SEC's project documents,approximately 16 weeks were used. This extra time resulted in additional hours spent by SEC to monitor the project until its completion. An additional 98 hours have been used for construction observation services and project administration due to this extra construction time. These services have cost an additional$8,410.00 in extras to the original contract. Please approve and sign this acceptance letter and return to our office. If you have any questions or require any additional information,please call. I may be reached at 630.553.7560. Sincerely, SMITH ENGINEERING CONSULTANTS,INC. �-r-- Donal".T yba,P.E. Technical Manager/Senior Construction Engineer cc: Linda Caroselli, SEC Accepted By Company Title Date L:Uobs\Smith\2005\050148 Yorkville Drainage Observation\adminishation\supplements\050148-6-SEC Addendum#1-023106-djr.doc 759 John Street,Yorkville,IL 60560 www.smithengineering.com Telephone 630.553.7560 Fax 630.553.7646 Reviewed By: Legal ❑ City Council e Finance ❑ sr. , r Engineer 3 l►W.e City Administrator ❑ A enda Item Tracking Number consultant ❑ LE City Council Agenda Item Summary Memo Title: 2006 Crack Filling Project—MFT Appropriation Resolution City Council/COW/Committee Agenda Date: 4/3/06 Public Works Synopsis: This resolution is to appropriate $30,000 of MFT funds for our annual crack filling project. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: C��o United City of Yorkville Memo 800 Game Farm Road Esr. 1 -: .a 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 L Fax: 630-553-3436 4' P O CE Date: March 16, 2006 To: John Crois, Interim City Admi 'stratoFFr\\ From: Joe Wywrot, City Engineer V CCU<Livstaut Subject: 2006 Crack Filling Project—MFT Appropriation Resolution Attached find one copy of a proposed MFT appropriation resolution in the amount of $30,000 for this year's crack filling project. This year we are planning to fill the edge of pavement and random cracks in portions of Kylyn's Ridge, Fox Hill, River's Edge, Sunflower Estates, Fox Highlands, and some miscellaneous areas around town. If we come in under budget after those areas are complete, we will add other areas such as the end of East Main Street, Colonial Parkway, etc. Please place this item on the April 3, 2006 Public Works Committee agenda for consideration. Resolution for Maintenance of (t 111inois Depaitmlle It Streets and Highways by Municipality of Transportation Under the Illinois Highway Code BE IT RESOLVED, by the City Council of the (Council or President and Board of Trustees) United City of Yorkville , Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $30,000.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2006 (Date) to April 30, 2007 (Date) BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing expenditures from and balances remaining in the account(s)for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. I, Jacquelyn Milschewski Clerk in and for the United City (City,Town or Village) of Yorkville , County of Kendall hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the City Council at a meeting on April 25, 2006 (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) City Clerk (City,Town or Village) Authorized MFT Expenditure Date Department of Transportation Regional Engineer Page 1 of 1 BLR 14230(Rev.9/05) Printed on 3/29/2006 3:25:08 PM Nb�l� Reviewed By: Legal ❑ City Council EST. 1836 Finance ❑ 1 Engineer 1 �" ��"3��6 City Administrator ❑ Agenda item Tracking Number Consultant ❑ -P1 City Council Agenda Item Summary Memo Title: Engineering Enterprises, Inc. —Proposed Hourly Rate Changes City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: EEI is requesting an increase in hourly rate charges. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: r o United City of Yorkville Memo �a a 800 Game Farm Road EST. -�_ _,. :1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 O Fax: 630-553-3436 r ` ' .E Date: March 13, 2006 To: John Crois, Interim City Admi 'strator From: Joe Wywrot, City Engineer CC: Liz D'Anna,Administrative As stant Julie Ciesla, Sr. Accounting Clerk Subject: Engineering Enterprises, Inc. —Proposed Hourly Rate Changes Attached find a request from EEI to agree to an increase in hourly rate charges for work performed in 2006. I have attached the 2005 Standard Schedule of Charges for comparison purposes. All hourly rates for personnel are proposed to increase by$6.00 per hour. The hourly rate for a vehicle related to construction inspection would increase by$2.00 per hour. The average percentage increase for all personnel is about 6.8%. This increase is lower for the higher-paid positions (about 4.5%), and higher for the lower- paid positions (about 10%). Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/ 466-9350 it FAX: 630/ 466-9380 www.eeiweb.com Engineering Enterprises, March 10, 2006 Inc. Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Proposed Changes in Hourly Rates and Expenses Dear Mr.Wywrot: This letter is to submit our request for Changes in Rates of Compensation effective immediately upon City Council approval. The requested changes are in the hourly rates for various classifications of employees in accordance with our enclosed Standard Schedule of Charges dated January 1, 2006. Also enclosed is our current summary of Personnel, Positions and Classifications to cross reference with the hourly rates for the individuals to whom they apply. As I am sure that you have experienced, there is considerable competition for salary and benefits by other public and private sector employers and our costs have risen accordingly. We believe that we have excellent personnel whom we have been able to retain through our continued investment in salary, benefits, equipment and facilities to match our competition. We hope that you will honor our request so that we can maintain and expand our staff to continue to provide the high level of service that you expect and deserve. We are available to answer any questions or receive any comments that you may have. Respectfully Yours, ENGINEERING ENTERPRISES, INC. Jeffrey W. Freeman, P.E. Vice President JWF/arf Enclosures PC: Mayor Art Prochaska Mr. John Crois, Interim City Administrator Mr. Eric Dhuse; Director of Public Works Atty. John Wyeth, City Attorney G:\Pub1ic\Yorkvi11e\2006\Y00600 Genera1\Doc\IjwywrotO1 -changesinrates.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying Personnel, Positions & Classifications James K.Michels,P.E. E-3 Rebecca L Nelson,P.E. P-5 President Senior Project Engineer Peter G.Wailers,P.E. E-3 Christopher E.Peterson,S.I. P4 Senior Vice President Project Surveyor David R.Burroughs,P.E. E-3 Timothy V.Weidner,E.I. P-4 Vice President Project Engineer Ronald G.Naylor,P.E. E-2 Nathaniel J.Koehneke,E.I. P4 Senior Project Manager Project Engineer John T.Whitehouse,P.E.,P.L.S. E-2 Stephen T.Dennison,E.I. P4 Senior Project Manager Project Engineer Bradley P.Sanderson,P.E. E-2 Amy L Sellner,EL P4 Senior Project Manager Project Engineer Jeffrey W.Freeman,P.E. E-2 Walter D.Chomomaz,E.I. P4 Senior Project Manager Project Engineer William E Dunn,P.E. E-2 Steven J.Vassos,E.I. P4 Senior Project Manager Project Engineer Thomas W.Talsma E-2 Sean W.Mikos,E.I. P4 Senior Project Manager Project Engineer Timothy P.Farrell,P.E. E-1 Jerd K.Ziegler Pal Project Manager Marketing Director of Technical Services Timothy N.Paulson,P.E. E-1 Adam J.R.Richards P-3 Projed Manager Senior Engineer Kevin S.Bomstad,P.E. E-1 Gregory A.Chambers TS Project Manager Senior Project Technician(Field) Robert G.Walker,P.E. E-1 Steven Gozner,111 T-5 Project Manager Senior Project Technician(CAD) Edward J.McCall,P.E. E-1 Robert C.Watts T-5 Project Manager Senior Project Technician(Field) Mark G.Schaller,P.L.S. E-1 David S.Stewart T-5 Project Manager Senior Project Technician(Field) Scott A.Swanson E-1 John W.Lussow T-5 Computer Aided Drafting 8 Senior Project Technician(Field) Information Systems Manager William C.Pierson T3 Mark C.Weber,P.L.S. P-5 Project Technician(CAD) Senior Project Surveyor C.Larry Nolan T4 George R.Burgess,P.L.S. P-5 Project Technician(CAD) Senior Project Surveyor Kristopher K.Pung T4 Andrew R.Deitchman,P.E. P-5 Project Technician(CAD) Senior Project EngineerlEmdronmental Lenard E.Lynn T4 Jason"Jay"P. Nemeth,P.E. P-5 Project Technician(Field) Senior Project Engineer Bradford A.Smith T4 Ydang Lu,P.E. P-5 Project Technician(CAD) Senior P-)ed Engineer Ryan M.Christoffel T-3 Stephan W.Grabowski P-5 Senior Technician(Feld) Senior Transportation Planner Joshua M.Boatman T-3 David A.Kamano,P.E. P-5 Senior Technician(Field) Senior Project Engineer Matthew R.Blackburn T-3 Scot H.Prindiville,P.E. P-5 Senior Technician(Field) Senior Project Engineer Denise M.Migliorini A-3 Julie A.Morrison,P.E. P-5 Administrative Assistant Senior Project Engineer Denise M.Thelander A3 Jason M.Bauer,P.E. P-5 Accounting Assistant Senior Project Engineer Angela R.Ford A3 Michele L Piotrowski,P.E. P-5 Administrative Assistant Senior Project Engineer Nicole M.Moms A3 Terry M.Heitkamp,P.E. P-5 Accounting Assistant Senior Project Engineer Bobbi M.Erdman A-3 Marketing Director LEGEND: Angela D.McCoy A-3 P.E.=Professional Engineer Accounting Assistant P.L.S.=Professional Land Surveyor E.I.=Engineer Intern Rebecca A.Kidd A-3 S.I.=Surveyor Intern Administrative Assistant E=Executive P=Professional Stacy L Nilsen A3 T=Technical Office Manager A=Administrative 1/17/06 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630 / 466-9350 STANDARD SCHEDULE OF CHARGES Fax: 630 / 466-9380 ft, www.eeiweb.com January 1, 2006 Engineering Enterprises, Inc. EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Principal Engineer E-3 $144.00 Senior Project Manager E-2 $132.00 Project Manager E-1 $120.00 Senior Project Engineer/Surveyor P-5 $108.00 Project Engineer/Surveyor P-4 $ 99.00 Senior Engineer/Surveyor P-3 $ 90.00 Engineer/Surveyor P-2 $ 81.00 Associate Engineer/Surveyor P-1 $ 72.00 Senior Project Technician T-5 $ 99.00 Project Technician T-4 $ 90.00 Senior Technician T-3 $ 81.00 Technician T-2 $ 72.00 Associate Technician T-1 $ 63.00 Secretary A-3 $ 72.00 CREW RATES, VEHICLES AND REPROGRAPHICS 1 Man Field Crew with Standard Survey Equipment $120.00 2 Man Field Crew with Standard Survey Equipment $183.00 1 Man Field Crew with RTS or GPS * $150.00 2 Man Field Crew with RTS or GPS * $213.00 Vehicle for Construction Observation $ 12.00 In-House Scanning and Reproduction 0.25/Sq. Ft. Black &White) 1.00/Sq. Ft. (Color) *RTS=Robotic Total Station/GPS=Global Positioning System G:\EEI\DOCS1Forms\General'\SSC-Std Schedule of Charges\STADSO OG.DOC Consulting Engineers Specializing in Civil Engineering and Land Surveying 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 STANDARD SCHEDULE OF CHARGES FAX:630/466-9380 ft, www.eeiweb.com January 1, 2005 Engineering Enterprises, Inc. EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Principal Engineer E-3 $138.00 Senior Project Manager E-2 $126.00 Project Manager E-1 $114.00 Senior Project Engineer/Surveyor P-5 $102.00 Project Engineer/Surveyor P-4 $ 93.00 Senior Engineer/Surveyor P-3 $ 84.00 Engineer/Surveyor P-2 $ 75.00 Associate Engineer/Surveyor P-1 $ 66.00 Senior Project Technician T-5 $ 93.00 Project Technician T-4 $ 84.00 Senior Technician T-3 $ 75.00 Technician T-2 $ 66.00 Associate Technician T-1 $ 57.00 Secretary A-3 $ 66.00 VEHICLES, EQUIPMENT D REPROGRAPHICS Vehicle for Construction Observation VEH $ 10.00 Global Positioning System Equipment GPS $25.00 Scanning($1.50 per Sheet) SCA N/A Reproduction ($1.50 per Sheet) REP N/A G:1EEI\Docs\Forms%GeneraKSSC-Std Schedule of ChargeslSTADS0105.DOC Consulting Engineers Specializing in Civil Engineering and Land Surveying H Reviewed By: J= �� Legal ❑ City Council Es, T:,., leas Finance F-1 ; Engineer jg 1z31 A� City Administrator El Agenda Item Tracking Number Consultant ❑ W f �2 ALE ��'� ❑ City Council Agenda Item Summary Memo Title: South Waterworks Improvements—EEI Proposal City Council/COW/ Committee Agenda Date: 4/3/06 Public Works Synopsis: This proposal from EEI is to design and provide construction inspection for the regional waterworks improvements needs for the south planning area. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Co.o United City of Yorkville Memo J 6 800 Game Farm Road EST :1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: March 23, 2006 To: John Crois, Interim City Admi 'strator From: Joe Wywrot, City Engineer v CC: Lisa.Pickering, Office Assi Subject: South Waterworks System Improvements—EEI Proposal Attached find one copy of a proposal from Engineering Enterprises, Inc. to design, inspect, and perform related services regarding the construction of regional waterworks improvements for the developing area straddling Route 47 south of Ament Road. The proposal is in the amount of$1,781,000. There are several proposed developments in our south planning area, those currently being Yorkville South, Heartland Crossing,Yorkshire Estates, and the unnamed RA Faganel development. These developments will add about 3000 new homes to the city, with several thousand projected to follow in the southern area. The city will need to provide additional water storage, three new wells, and a water treatment plant to serve the residents of these initial developments. Since the majority of these water improvements need to be in service prior to the first home being built, we need to begin now on the design. Funding for this work would be from the various developers similar to the improvements made for the Grande Reserve development. I recommend that this proposal be approved. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 It www.eeiweb.com Engineering Enterprises, In=. March 22, 2006 Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Professional Engineering Services for Water Works System Improvements United City of Yorkville, Kendall County, IL Dear Mr.Wywrot: Please find attached our contract for professional design and construction engineering services for the planned Water Works System Improvements within the City's south planning area. We have attached two (2) copies of the contract and supporting documentation for your review. Based on the objectives defined within the City's ongoing Water Works System planning efforts and the specific Water Works System planning efforts for the MPI South, Heartland Crossing, Yorkshire Estates and Dhuse Properties, a number of improvements have been identified to effectively assimilate those subdivision's into the City's Water Works System. The specific projects are as follows: • Contract G.1 5.0 MG Stand Pipe Water Storage Tank (SPWST) • Contract G.2 Well No. 10 (Shallow Sand and Gravel Water Well) • Contract G.3 Well No. 11 (Shallow Sand and Gravel Water Well) • Contract GA Well No. 12 (Deep Sandstone Water Well) • Contract G.5 Wells No. 10, 11 & 12 Water Treatment Plant(WTP) The detailed scope of services for the above referenced projects is noted in the attached agreement for Professional Engineering Services in Section A — Professional Design Engineering Services and Section B—Professional Construction Engineering Services. Please note that the raw water main for the transfer of the raw water from Wells No. 10 & 11 to the Water Treatment Plant is not included in this contract. This should be constructed as part of the subdivision improvements. It is assumed that Well No. 12 will be located at the Water Treatment Plant site. Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr. Joe Wywrot, P.E. March 22, 2006 Page 2 Based on the current estimate of construction costs for Contract G.1 — G.5 of $11,711,200, the proposed design engineering fees at $700,000 are 6.0% of the construction cost. The proposed construction engineering fees are estimated to be $721, 000, which is 6.2% of the construction cost. Please note that the additional consultation, legal surveying, and testing costs are estimated to be $360,000. Therefore, the total cost for all of the services defined within the contract is estimated to be $1,781,000. Thank you for this opportunity to submit this Agreement. We look forward to continuing our close working relationship with the City. If you have any questions, please do not hesitate to contact us. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Jeffrey W. Freeman, P.E. Vice President James K. Michels, P.E. Chief Executive Officer JWF/arf Enclosure PC: Mayor Art Prochaska Mr. John Crois, Interim City Administrator Mr. Eric Dhuse, Director of Public Works Mr. Travis Miller, Development Director Mr. John Wyeth, City Attorney Mr. Bart Olson,Administrative Intern/Deputy Clerk JKM, DMT, WED, JTW, TPF, EEI GAPub1iclYorkvil1e\20061Y00611 Contract G.1-5.0 MG Stand PiwContrachcontractletter.doc COPY AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES This Agreement, made this day of . 20 by and between the United City of Yorkville, Kendall County, Illinois, hereafter referred to as the OWNER, and Engineering Enterprises, Inc., Sugar Grove, Illinois hereinafter referred to as the ENGINEER: The OWNER intends to facilitate the construction of Water Works System Improvements in Yorkville, Kendall County, State of Illinois and for which the ENGINEER agrees to perform the various professional engineering services for the design and construction of said improvements. The OWNER intends to facilitate the construction of the Water Work System Improvements within the City's Southern Planning Area as follows: 1)5,000,000 Gallon Stand Pipe Water Storage Tank(SPWST); 2)Water Well No. 10 (shallow sand and gravel); 3)Water Well No. 11 (shallow sand and gravel); 4) Water Well No. 12 (deep sandstone); 5) Wells No. 10, 11 & 12 Water Treatment Plant (WTP); and 6) integrate all facilities into the Citys Supervisory Control and Data Acquisition (SCADA) system. WITNESSETH: That for and in consideration of the mutual covenants and promises between the parties hereto, it is hereby agreed: SECTION A-PROFESSIONAL DESIGN ENGINEERING SERVICES The ENGINEER shall fumish professional design engineering services as follows: 1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be reasonably necessary. 2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of the project, prepare construction drawings, specifications and contract documents, and prepare a final cost estimate based on final design for the entire system. It is also understood that if subsurface explorations (such as borings, soil tests, rock soundings, test wells and the like) are required, the ENGINEER will fumish coordination of said explorations without additional charge, but the costs incident to such explorations shall be paid for by the OWNER as set out in Section D hereof. 3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA endorsed construction contract documents, including Supplemental General Conditions, Contract Change Orders, and partial payment estimates. - 1 - 3/22!06 C VA01W P-ly (Section A—Continued) 4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract, not to exceed 10 copies of detailed drawings, specifications, and contract documents for use by the OWNER, appropriate Federal, State, and local agencies from whom approval of the project must be obtained. The cost of such drawings, specifications, and contract documents shall be included in the basic compensation paid to the ENGINEER. 5. The ENGINEER will furnish additional copies of the drawings, specifications and contract documents as required by prospective bidders, material suppliers, and other interested parties, but may charge them for .the reasonable cost of such copies. Upon award of each contract, the ENGINEER will furnish to the OWNER five sets of the drawings, specifications and contract documents for execution. The cost of these sets shall be included in the basic compensation paid to the ENGINEER. Original documents, survey notes, tracings, and the like, except those furnished to the ENGINEER by the OWNER, are and shall remain the property of the ENGINEER. 6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in sufficient detail to permit the actual location of the proposed improvements on the ground. The ENGINEER shall prepare and furnish to the OWNER without any additional compensation, three copies of map(s) showing the general location of needed construction easements and permanent easements and the land.to be acquired. Property surveys, property plats, property descriptions, abstracting and negotiations for land rights shall be accomplished by the OWNER, unless the OWNER requests, and the ENGINEER agrees to provide those services. In the event the ENGINEER is requested to provide such services, the ENGINEER shall be additionally compensated as set out in Section D hereof. 7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of the bids, and make recommendations for awarding contracts for construction. 8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement. 9. The ENGINEER will complete the final plans, specifications and contract documents and submit for approval of the OWNER, and all State regulatory agencies to meet the oroiect schedule(s) as summarized in Attachment A: "Water Works System Improvements (South Planninq Area) — Proiect Schedule"dated March 21. 2006. -2- 3/22/06 COPY (Section A—Continued) If the above is not accomplished within the time period specified, this Agreement may be terminated by the OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER. SECTION B-PROFESSIONAL CONSTRUCTION ENGINEERING SERVICES The ENGINEER shall furnish professional construction engineering services as follows: 1. The ENGINEER will review, for conformance with the design concept, shop and working drawings required by the construction Contract Documents and indicate on the drawings the action taken. Such action shall be taken with reasonable promptness. 2. The ENGINEER will interpret the intent of the drawings and specifications to protect the OWNER against defects and deficiencies in construction on the part of the contractors. The ENGINEER will not however, guarantee the performance by any contractor. .3. The ENGINEER will evaluate and determine acceptability of substitute materials and equipment proposed by Contractor(s). 4. The ENGINEER will establish baselines for locating the work together with a suitable number of bench marks adjacent to the work as shown in the contract documents. 5. The ENGINEER will provide general engineering review of the work of the Contractor(s) as construction progresses to ascertain that the Contractor is conforming with the design concept. (a) ENGINEER shall have authority, as the OWNER's representative, to require special inspection of or testing of the work, and shall receive and review all certificates of inspections, testing and approvals required by laws, rules, regulations, ordinances, codes, orders or the Contract Documents (but only to determine generally that their content complies with requirements of, and the results certified indicate compliance with,the Contract Documents). (b) During such engineering review, ENGINEER shall have the authority, as the OWNER's representative, to disapprove of or reject Contractor(s)'work while it is in progress if ENGINEER believes that such work will not produce a completed Project that conforms generally to the Contract Documents or that it will prejudice the integrity of the design concept of the Project as reflected in the Contract Documents. -3- C0. 0 (Section B—Continued) 6. The ENGINEER will provide resident construction observation. Resident construction observation shall consist of visual inspection of materials, equipment, or construction work for the purpose of ascertaining that the work is in substantial conformance with the contract documents and with the design intent. Such observation shall not be relied upon by others as acceptance of the work. The ENGINEER's undertaking hereunder shall not relieve the Contractor of Contractor's obligation to perform the work in conformity with the drawings and specifications and in a workmanlike manner, shall not make the ENGINEER an insurer of the Contractor's performance; and shall not impose upon the ENGINEER any obligation to see that the work is performed in a safe manner. Attachment B - The Limitations of Authority, Duties and Responsibilities of the Resident Construction Observer is attached to this Agreement. 7. The ENGINEER will cooperate and work closely with representatives of the OWNER. 8. Based on ENGINEER's on-site observations as an experienced and qualified design professional, on information provided by the Resident Construction Observer, and upon review of applications for payment with the accompanying data and schedules by the Contractor, the ENGINEER: (a) Shall determine the amounts owing to Contractor(s) and recommend in writing payments to Contractor(s) in such amounts. Such recommendations of payment will constitute a representation to OWNER, based on such observations and review, that the work has progressed to the point indicated, and that to the best of the ENGINEER's knowledge, information and belief, the quality of such work is generally in accordance with the Contract Documents (subject to an evaluation of such work as a functioning whole prior to or upon substantial completion, to the results of any subsequent tests called for in the Contract Documents, and to any other qualifications stated in the recommendation). (b) By recommending any payment, ENGINEER will not hereby be deemed to have represented that exhaustive, continuous or detailed reviews or examinations have been made by ENGINEER to check the quality or quantity of Contractor(s)' work as it is furnished and performed beyond the responsibilities specifically assigned to ENGINEER in the Agreement and the Contract Documents. ENGINEER's review of Contractor(s)' work for the purposes of recommending payments will not impose on Engineer responsibility to supervise, direct or control such work or for the means, methods, techniques, sequences, or procedures of construction or safety precautions or programs incident thereto or Contractor(s)compliance with laws, rules, regulations, ordinances, codes or orders applicable to their furnishing and performing the work. It will also not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes any Contractor has used the moneys paid on account of the Contract Price, or to determine that title to any of the work, materials equipment has passed to OWNER free and clear of any lien, claims, -4- 3122/06 COPY (Section B—Continued) security interests, or encumbrances, or that there may not be other matters at issue between OWNER and Contractor that might affect the amount that should be paid. 9. The ENGINEER will prepare necessary contract change orders for approval of the OWNER, and others on a timely basis. 10. The ENGINEER will make a final review prior to the issuance of the statement of substantial completion of all construction and submit a written report to the OWNER. Prior to submitting the final pay estimate, the ENGINEER shall submit the statement of completion to and obtain the written acceptance of the facility from the OWNER. 11. The ENGINEER will provide the OWNER with one set of reproducible record (as-built)drawings, and two sets of prints at no additional cost to the OWNER. Such drawings will be based upon construction records provided by the contractor during construction and reviewed by the resident construction observer and from the resident construction observer's construction data. 12. If State Statutes require notices and advertisements of final payment, the ENGINEER shall assist in their preparation. 13. The ENGINEER will be available to fumish engineering services and consultations necessary to correct unforeseen project operation difficulties for a period of one year after the date of statement of substantial completion of the facility. This service will include instruction of the OWNER in initial project operation and maintenance but will not include supervision of normal operation of the system. Such consultation and advice shall be at the hourly rates based on the approved "Standard Schedule of Charges", at that time. The ENGINEER will assist the OWNER in performing a review of the project during the 11th month after the date of the certificate of substantial completion. 14. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement 15. The ENGINEER will provide construction engineering services in accordance with the periods summarized in Attachment A: Water Works System Improvements (South Planning Area) — Proiect Schedu/e"dated March 21. 2006 . -5- COP3/22/06 (Section 8—Continued) If the above is not accomplished within the time period specified, this Agreement may be terminated by the OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER. SECTION C—COMPENSATION FOR ENGINEERING SERVICES 1. The OWNER shall compensate the ENGINEER for professional design engineering services in the amount of Seven Hundred Thousand and 00/100 - Fixed Fee (FF) Dollars ($ 700.000 FF ) as summarized on Attachment C: "Summary of Compensation for Professional Engineering Services" dated March 21,2006. (a) The compensation for the professional design engineering services shall be payable as follows: (1) A sum which does not exceed ninety percent (90%) of the total compensation payable under Section C-1 shall be paid in monthly increments for work actually completed and invoiced, for the preparation and submission to the OWNER and/or IEPA of the construction drawings, specifications, cost estimates and contract documents. (2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1) above, equals one hundred percent(100%) of the total compensation due and payable in accord with Section CA above, shall be due immediately after the award of construction contract(s) is approved by the corporate authorities. 2. The OWNER shall compensate the ENGINEER for the administration of the construction contracts (Construction Administration) in the amount of Three Hundred Twenty Thousand and 00/100 — Fixed Fee (FF) Dollars ($ 320.000 FF ) as summarized on Attachment C: "Summary of Compensation for Professional Engineering Services"dated March 21, 2006. (a) The compensation for the construction administration services shall be payable as follows: (1) A sum which does not exceed ninety percent (90%) of the total compensation payable under Section C-2 shall be paid in monthly'increments for work actually completed and invoiced,for the administration of the construction contracts. (2) A sum which, together with the compensation paid pursuant to Section C-2(a)(1) above, equals one hundred percent(100%) of the total compensation due and payable in accord with Section C-2 above, shall be due immediately after the final Contractor pay-out is processed. -6- 3/22/06 (Section C—Continued) 3. The OWNER shall compensate the ENGINEER for the construction staking and drafting. construction observation (including the Resident Construction Observer) and any additional consultation and surveying services (summarized on Attachment C) on the basis of Hourly Rates-HR as described on the attached "Standard Schedule of Charges"dated January 1, 2006 or as reevaluated on May 1 of each following year or on an actual cost basis. The estimated values, based on the current rate schedule, are included in Attachment C. (a) The compensation for the _construction staking and drafting, construction observation (including the Resident Construction Observer), and any additional consultation and surveying services (summarized on Attachment C) shall be payable as follows: (1) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. (2) On May 1 of each calendar year, the'Standard Schedule of Charges" may be reevaluated by the ENGINEER and OWNER to account for cost of living and/or cost of engineering service changes in subsequent years. 4. The compensation for any _additional engineering services authorized by the OWNER pursuant to Section D shall be payable as follows: (a) A sum which equals any charges for work actually completed and invoiced shall be paid at least . once per month. SECTION D—ADDITIONAL ENGINEERING SERVICES In addition to the foregoing being performed, the following services may be provided UPON PRIOR WRITTEN AUTHORIZATION OF THE OWNER. 1. Site surveys for existing water treatment plants, sewage treatment works, dams, reservoirs, and other similar special surveys as may be required. 2. Laboratory tests, well tests, test wells, borings, specialized geological soils, hydraulic, or other studies recommended by the ENGINEER. 3. Properly surveys, detailed description of sites, maps, drawings, or estimates related thereto; assistance in negotiating for land and easement rights. -7- 3/22/06 CUE- (Section D—Continued) 4. Necessary data and filing maps for litigation, such as condemnation. 5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and IEPA. 6. Appearances before courts or boards on matters of litigation or hearings related to the project. 7. Preparation of environmental impact assessments or environmental impact statements. 8. Making drawings from field measurements of existing facilities when required for planning additions or alterations thereto. 9. Services due to changes in the scope of the Project or its design, including but not limited to, changes in size, complexity, schedule or character of construction. 10. Revising studies or reports which have previously been approved by the OWNER, or when revisions are due to cases beyond the control of the ENGINEER. 11. Preparation of design documents for alternate bids where major changes require additional documents. 12. Preparation of detailed renderings, exhibits or scale models for the Project 13. Providing special analysis of the OWNER's needs such as owning and operating analysis, plan for operation and maintenance, OWNER's special operating drawings or charts, and any other similar analysis. 14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of material and labor, and material audits or inventories by the OWNER. 15. Additional or extended services during construction made necessary by(1)work damaged by fire or other cause during construction, (2) defective or incomplete work of the Contractor, and/or(3)the Contractor's default on the Construction Contract due to delinquency or insolvency. 16. Providing design services relating to future facilities, systems and equipment which are not intended to be constructed or operated as a part of the Project 17. Providing other services not otherwise provided for in this Agreement, including services normally furnished by the OWNER as described in Section F—SPECIAL PROVISIONS—Owner's Responsibilities. -8- 3/22/06 (Section D—Continued) COPY Payment for the services specified in this Section D shall be as agreed in writing between the OWNER and the ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for such services an itemized bill, separate from any other billing, once each month, for compensation for services performed hereunder during such period, the same to be due and payable by OWNER to the ENGINEER on or before the 10th day of the following period. Payment for services noted in D shall be at Actual Cost(AC), Fixed Fee(FF)or Hourly(HR). SECTION E-INTEREST ON UNPAID SUMS OWNER shall make all payments to ENGINEER in accord with the requirements of the Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq., including but not limited to the penalty provisions contained therein. SECTION F-SPECIAL PROVISIONS 1. OWNER'S RESPONSIBILITIES (a) Provide to the ENGINEER all criteria, design and construction standards and full information as to the OWNER's requirements for the Project (b) Designate a person authorized to act as the OWNER's representative. The OWNER or his representative shall receive and examine documents submitted by the ENGINEER, interpret and define the OWNER's policies and render decisions and authorizations in writing promptly to prevent unreasonable delay in the progress of the ENGINEER's services. (c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples, materials or other items required by law or by governmental authorities having jurisdiction over this Project, or as recommended by the ENGINEER. (d) Provide legal, accounting, right-of-way acquisition and insurance counseling services necessary for the Project, legal review of the construction Contract Documents, and such auditing services as the OWNER may require to account for expenditures of sums paid to the Contractor. (e) Fumish above services at the OWNER's expense and in such manner that the ENGINEER may rely upon them in the performance of his services under this Agreement and in accordance with the Project timetable. (f) In the event that the OWNER shall bring any suit, cause of action or counterclaim against the ENGINEER, to the extent that the ENGINEER shall prevail, the party initiating such action shall -9- (Section F— Continued) COPY 2 pay to the ENGINEER the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the ENGINEER indemnify any other party for the consequences of that party's negligence, including failure to follow the ENGINEER's recommendations. (g) Guarantee full and free access for the ENGINEER to enter upon all property required for the performance of the ENGINEER's services under this Agreement (h) Give prompt written notice to the ENGINEER whenever the OWNER observes or otherwise becomes aware of any defect in the Project or other event which may substantially affect the ENGINEER's performance of services under this Agreement. (i) Protect and preserve all survey stakes and markers placed at the project site prior to the assumption of this responsibility by the Contractor and bear all costs of replacing stakes or markers damaged or removed during said time interval. 2. All original documents, including but not limited to ideas, designs, drawings and specifications, are to remain the property of the ENGINEER, however, the ENGINEER shall provide signed duplicate originals of same to the OWNER. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER's sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER's sole risk and without legal liability to the ENGINEER. 3. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under this Agreement without the written consent of the other. 4. Extent of Agreement - This Agreement represents the entire and integrated Agreement between the OWNER and the ENGINEER and supersedes all prior negotiations, representations or agreement, either written or oral. This Agreement may be amended only by written instrument signed by the OWNER and the ENGINEER. 5. Governing Law- Unless otherwise specified within this Agreement, this Agreement shall be governed by the law of the principal place of business of the ENGINEER. 6. In the event any provisions of this Agreement shall be held to be invalid and unenforceable, the remaining provisions shall be valid and binding upon the parties. - 10- -•>. .�...•� �,,�� 3/22/06 (Section F—Continued) 7. The ENGINEER has not been retained or compensated to provide design services relating to the Contractor's safety precautions or to means, methods, techniques, sequences, or procedures required by the Contractor to perform his work but not relating to the final or completed structure; omitted services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 8. The ENGINEER intends to render his services under this Agreement in accordance with generally accepted professional practices for the intended use of the Project 9. Since the ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s) methods of determining prices, or over competitive bidding or market conditions, his opinions of probable Project Costs and Construction Costs provided for herein are to be made on the basis of his experience and qualifications and represent his best judgment as an experienced and qualified professional engineer, familiar with the construction industry; but the ENGINEER cannot and does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost prepared by him. If prior to the bidding or negotiating phase OWNER wishes greater assurance as to project or construction costs he shall employ an independent cost estimator. 10. TERMINATION (a) Should the OWNER decide to abandon, discontinue, or terminate the Project at any stage of development, the ENGINEER shall receive seven (7)days written notice and be compensated for their services through the appropriate fee schedule provided for in the Agreement to date of abandonment, discontinuance or termination. (b) In the event the project is delayed for causes beyond the control of the ENGINEER for a period of six months or more, the ENGINEER shall be paid for his services to the beginning of the delay on the basis of actual cost plus 125%to cover profit, overhead and readiness to serve-'actual cost" being defined as material costs plus actual payrolls, insurance, social security and retirement deductions. Traveling and other out-of-pocket expense will be reimbursed to the ENGINEER at his actual cost - 11 - 22 Co /06 IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in duplicate on the respective dates indicated below. (SEAL) OWNER: Village of Sugar Grove BY ATTEST Print Name Arthur Prochaska,Jr. Print Name Ms. Jackie Milschewski Title Mayor Title City Clerk Date (SEAL) ENGINEER: Engineering Enterprises, Inc. By ATTEST Print Name James K. Michels P.E. Print Name Denise M. Thelander Title Chief Executive Officer Title Secretary Date G:1Pub1idYork,A11e12006%Y00611 5.0 MG Stand Pipe%Contrac6agreement.doc -12- ATTACHMENT A: WATER WORKS SYSTEM IMPROVEMENTS (SOUTH PLANNING AREA) -PROJECT SCHEDULE 3/21/0e United City of Yorkville,Kendall Co.,IL CONTR. 2006 2007 2008 NO. PROJECT(S) WORK ITEMS M A M J J A I S I O N D J F M A M J I J A S 0 N D J F M A M J J A G.1 5.0 MG Stand Pipe Water Tank&WTP Siting Storage Tank(SPWST) Design IEPA Plan Review Bidding and Contracting Construction G.2 Well No.10(Shallow Well) Geophysical Explor.&Test Holes Test Well Construction&Analysis Design IEPA Plan Review Bidding and Contracting Construction Sampling and Testing G.3 Well No.11(Shallow Well) Geophysical Explor.&Test Holes Test Well Construction&Analysis Design ONE I IEPA Plan Review Bidding and Contracting Construction - Sampling and Testing G.4 Well No.12(Deep Well) Design IEPA Plan Review Bidding and Contracting Construction Sampling and Testing G.5 Wells No.10,11&12 Water Design i'`;`�' r"=1 ` '' . Plant(WTP) IEPA Plan Review Bidding and Contracting Construction G..4Pub1MYor MIr2MYoo611 conirw o.l-B.o ma eWM PpoKanlncl4Wabr Scho"ojd*IC*Mmcl3.71-M LEGEND Notes Site SelactionlAcquisition/Prelim.Eng. It is assumed the SPWST and WTP siting analysis will be conducted along with the Heartland Crossing Preliminary Plan review. Easement Negotiation It is assumed that the raw water main between Wells No.10,Hand the WTP will be part of the subdivision improvements; Design The raw water main must be installed and placed in service at least one month prior to the WTP being placed on-line. Agency Review Design Initiation assumes that the site geometry,proposed topography,and utility connection Information is available. Bidding and Contracting Construction initiation assumes all required easements are received. Construction -The schedule assumes power will be available at all of the sites at least one month prior to the WTP being placed on-line. Sampling and Testing The schedule assumes that the connecting water main,storm and sanitary sewers will be extended to the site(s)at least Bnolnssrino one month prior to placing the facilities on-line. enlsrprlsas. Inc. ATTACHMENT B COPY to Agreement for Professional Engineering Services THE LIMITATIONS OF AUTHORITY, DUTIES AND RESPONSIBILITIES OF THE RESIDENT CONSTRUCTION OBSERVER ARE AS FOLLOWS: 1. The Resident Construction Observer shall act under the direct supervision of the ENGINEER, shall be the ENGINEER's agent in all matters relating to on-site construction review of the Contractor's work, shall communicate only with the ENGINEER and the Contractor(or Contractors), and shall communicate with subcontractors only through the Contractor or his authorized superintendent The OWNER shall communicate with the Resident Construction Observer only through the ENGINEER. 2. The Resident Construction Observer shall review and inspect on-site construction activities of the Contractor relating to portions of the Project designed and specified by the Engineer as contained in the Construction Contract Documents. 3. Specifically omitted from the Resident Construction Observer's duties are any review of the Contractor's safety precautions, or the means, methods, sequences, or procedures required for the Contractor to perform the work but not relating to the final or completed Project. Omitted design or review services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 4. The specific duties and responsibilities of the Resident Construction Observer are enumerated as follows: (a) Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule of values prepared by Contractor and consult with ENGINEER concerning their acceptability. (b) Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings and maintain and circulate copies of minutes thereof. (a) Liason: (1) Serve as ENGINEER's liaison with Contractor, working principally through Contractor's superintendent and assist him in understanding the intent of the Contract Documents. -1 - COPY (Attachment B—Continued (2) Assist ENGINEER in serving as OWNER's liaison with Contractor when Contractor's operations affect OWNER's on-site operations. (3) As requested by ENGINEER, assist in obtaining from OWNER additional details or information,when required at the job site for proper erection of the work. (d) Shop Drawings and Samples: (1) Receive and record date of receipt of Shop Drawings and samples. (2) Receive samples which are furnished at the site by Contractor, and notify ENGINEER of their availability for examination. (3) Advise ENGINEER and Contractor or its superintendent immediately of the commencement of any work requiring a Shop Drawing or sample submission if the submission has not been approved by ENGINEER. (e) Review of Work, Rejection of Defective Work, Inspections and Tests: (1) Conduct on-site inspection of the work in progress to assist ENGINEER in determining if the work is proceeding in accordance with the Contract Documents and that completed work will conform to the Contract Documents. (2) Report to ENGINEER whenever he believes that any work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any inspections, test or approval required to be made or has been damaged prior to final payment; and advise ENGINEER when he believes work should be corrected or rejected or should be uncovered for inspection, or requires special testing, inspection or approval. (3) Verify that tests, equipment and systems start-ups, and operating and maintenance instructions are conducted as required by the Contract Documents and in presence of the required personnel, and that Contractor maintains adequate records thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and start-ups. -2- COPY (Attachment B —Continued) (4) Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the outcome of these inspections and report to ENGINEER. (f) Interpretation of Contract Documents: Transmit to Contractor ENGINEER's clarifications and interpretations of the Contract Documents. (g) Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report them with recommendations to ENGINEER. (h) Records: (1) Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples submissions, reproductions of original Contract Documents including all addenda,change orders, field orders, additional drawings issued subsequent to the execution of the Contract, ENGINEER's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. (2) Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, daily activities, decisions, observations in general and specific observations in more detail as in the case of observing test procedures. Send copies to ENGINEER. (3) Record names, addresses and telephone numbers of all Contractors, subcontractors and major suppliers of materials and equipment. (i) Reports: (1) Furnish ENGINEER periodic reports as required of progress of the work and Contractor's compliance with the approved progress schedule and schedule of Shop Drawing submissions. (2) Consult with ENGINEER in advance of schedule major tests, inspections or start of important phases of the work. -3- (Attachment B—Continued) COPY (3) Report immediately to ENGINEER upon the occurrence of any accident. Q) Payment Requisitions: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER, noting particularly their relation to the schedule of values, work completed and materials and equipment delivered at the site but not incorporated in the work. (k) Certificates, Maintenance and Operating Manuals: During the course of the work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by Contractor are applicable to the items actually installed; and deliver this material to ENGINEER for his review and forwarding to OWNER prior to final acceptance of the work. (1) Completion: (1) Before ENGINEER issues a Statement of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. (2) Conduct final review in the company of ENGINEER, OWNER and Contractor and prepare a final list of items to be completed or corrected. (3) Verify that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. G:1PudidSUGARGR0=05%SG0535 Water Storage Facility%ContradWtedywrd B.doc -4- ATTACHMENT C: SUMMARY OF COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES X1108 WATER WORKS SYSTEM IMPROVEMENTS(SOUTH PLANNING AREA) United City of Yorkville,Kendall Co.,IL CONSTRUCTION CONSTRUCTION STAKING CONSTRUCTION DESIGN ENGINEERING ADMINISTR. AND OBSERVATION ENGINEERING CONTRACT a FF) (Contract=FF Contract HR) TOTALS Estimated Total %Of onstr. Constr, Constr. Total %Of Constr. Design Constr. Administration Staking&Drafting Observ. Constr. Constr. Contract Project Coats Expenses Cost Expenses Ez enses Expenses Expenses Cost G.1 5.0 MG Stand Pipe Water Storage Tank SPWS $4,064.500 $150,000 3.7% $65,000 $5,000 $110,000 $180,000 4.4% G.2 Well No.10 Shallow Wel $262,350 $40,000 15.2% $25,000 $2,000 $25,000 $52,000 1 19.8% G.3 Well No.11 Shallow Well $262,350 $40,000 15.2% $25,000 $2,000 $25,000 $52,000 19.8% GA Well No.12(Deep Sandstone $715.000 $40,000 5.6% $30,000 $2,000 $30,000 $62,000 8.7% G.5 Wells No.10,11,&12 Water Treatement Plant(WTP) $6,407,000 $430,000 6.7% $175,000 $25,000 $175,000 $375,000 5.9% ...;.,y.-;;::s...,«...p �;..::^' �,�'5x,.xn+.0�..::yvs;,g..�->: �i. 'i!,- .r' �ti� _ .t„., .,,tio?i� xi•�:;tif,.:t: '.- . -'..•' L. $11,711,200 • $700,000 .;80°Ja .$320,000,' v $38;000'' ••'$ 5,000 :•+:j �SZ2 A. G:IPublidYork,ANel200S%Y00611 Contract G.1-5.0 MG Stand PipelContractIfee Invenlory.wslContract 9-27-05 ADDITIONAL CONSULTATION SURVEYING AND TESTING SERVICES Estimated Contract Service Costs Type Easements and Legal Surveying $5,000 HR Subsurface Soils Investigation And Material Testin � $25,000 AC Shallow Groundwater Geophysical Expl.,Test Holes,&Test Wellsc $330,000 AC TOTAL CONSULTATION,LEGAL SURVEYING,AND TESTING;J $360,000 Notes: Subsurface soils investigation,material testing,and the shallow well preliminary engineering are estimated; Work to be completed by another company with EEI coordination CONTRACT DESIGNATIONS AC=Actual Cost HR=Hourly Rate With Estimated Fee FF=Fixed Fee 0 ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL COPY 52 Wheeler Road •Sugar Grove,IL 60554 TEL: 630/466-9350 it STANDARD SCHEDULE OF CHARGES FAX: 630 1466-9380 www.eeiweb.com January 1, 2006 Engineering Enterprises, Inc. EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Principal Engineer E-3 $144.00 Senior Project Manager E-2 $132.00 Project Manager E-1 $120.00 Senior Project Engineer/Surveyor P-5 $108.00 Project Engineer/Surveyor P-4 $ 99.00 Senior Engineer/Surveyor P-3 $ 90.00 Engineer/Surveyor P-2 $ 81.00 Associate Engineer/Surveyor P-1 $ 72.00 Senior Project Technician T-5 $ 99.00 Project Technician T-4 $ 90.00 Senior Technician T-3 $ 81.00 Technician T-2 $ 72.00 Associate Technician T-1 $ 63.00 Secretary A-3 $ 72.00 CREW RATES,VEHICLES AND REPROGRAPHICS 1 Man Field Crew with Standard Survey Equipment $120.00 2 Man Field Crew with Standard Survey Equipment $183.00 1 Man Field Crew with RTS or GPS* $150.00 2 Man Field Crew with RTS or GPS* $213.00 Vehicle for Construction Observation $ 12.00 In-House Scanning and Reproduction 0.25/Sq. Ft. Black &White) 1.00/Sq. Ft. Color) *RTS=Robotic Total Station/GPS=Global Positioning System G:%EEI%Dom%FormslGenerallSSC-Std Schedule of Charges\.STADS0106.DOC Consulting Engineers Specializing In Civil Engineering and Land Surveying COPY Personnel, Positions & Classifications James K Michels,P.E. E-3 Terry M.Heitkamp,P.E. P-5 Chief Executive Officer Sens Preilect Engines Peter G.Wailers,P.E. E-3 Rebecca L Nelson,P.E. P-5 President Senior Project Engineer David R Burroughs,P.E. E-3 Christopher E Peterson,S.L P4 Senior Vice President Project Surveyor Bradley P.Sanderson,P.E. E-2 Timothy V.Weidner,EL P4 Vim President Project Engineer Jeffrey W.Freeman,P.E. E-2 Nathaniel J.Koahneks.EL P4 Vxo President Probed Engineer Ronald G.Naylor.P.E. E-2 Stephen T.Dennison,EA P4 Senior Pmjed Manager Project Engineer John T.Whitehouse,P.E,P.LS. E-2 Amy L Selmer,E. P-4 Senior Project Manager Project Engineer William E Dunn,P.E. E-2 Walter D.Chor ,Omar,EL P4 Senior Project Manager Projed Engineer Thomas W.Talsma E-2 Steven J.Vassos,E. P-4 Senior Project Manager Proed Engineer Towthy P.Ferrell,P.E. E-1 Sean W.Mikos,E. P4 Pmffid Manager Project Engineer Timothy N.Paulson,P.E. E-1 Jwrl K IIegler P4 Project Manager Marketing Director of Techmi:W Services Kevin S.Bomstad,P.E. E-1 Bobbl M.Erdman P•A PA*d Manager Marketing Doctor of Business Services Robert G.Walker,P.E. E-1 Adam J.R Richards P-3 Project Manager Senior Engineer Edward J.McCall,P.E. E-1 Gregory A.Chambers T-5 gojW Manager Senior Pmjed Technician(Field) Mark G.Schaller.P.L.S. E-1 Steven Goater.III T-5 Project Manager Senior Projed Technician(CAD) Seed A.Swanson E-1 Robert C.Watts T-5 Computer Aided Drafting 6 Senior Project Technician(Feld) In&ftw n Systems Manager TS David S.Stewart Denise M.Miglkwkd E-1 Senior Faved Technician(Field) Treasurer b Vice President John W.Lussow TS Edward S.Wedekiny E-1 SeniorPmjed Technician(Field) Chief Financier Officer Lenard E Lynn T-5 Mark C.Weber,P.L.S. P-5 Senior Pt*d Technician(Field) Senior Profed Surveyor Wiliam C.Pierson T4 George R Burgess,P.L.S. P-5 Pmjad Tedwkian(CAD) Senior Pmjod Surmyw C.tarty Nolan T4 Andrew R DehdnmaL,P.E. P-5 Project Technician(CAD) Senior Project EngineedEnvironmentd Kdstopfiw K Ping T-4 Jason P. Nemeth,P.E. PS Project Technician(CAD) Senior Pmjed Engineer Bradford A.Smith T4 Yffang Lu,P.E. P-5 Project Technician(CAD) Senior Project Engineer Ryan M.Chriataffal T-3 Stephan W.Grabowski P-5 Senior Techmdan(Field) Senior Transportation Planner Joshua M.Boatman T-3 David A.Kamano,P.E. P-5 Senior Technician(Field) Sensor Project Engineer Matthew R Blackburn T-3 Scot H.Prindiville,P.E. P-6 Senior Technician(Field) Senor Project Engineer Denise M.Thelandar A-3 Jugs A.Morrison,P.E. P-5 Accounting Assistant Senior Projed Engineer Angela R Fwd A3 Jason M.Bauer,P.E. P-5 Administratim Assistant Senior Project Engineer Nicole M.Morris A-3 Michell L PiolrowsK P.E. P-5 Accounting Assistant Senior Project Engineer Angela D.McCoy i\-3 LEGEND. Accounting Assistant P.E-PidestiarW Enolnes P.L&-Pmtesdansl Land Suveyor Rebecca A.Kidd A-3 EL-Engineer kem Administrative Assistant U-Surveyor kwm P=Pmresslerrd Stacy L Nilsen A-3 T=Techriral Office MonagezMampshire A=Adnirdebs e Ati..... 3117106 Reviewed By: City Council Legal ❑ Finance ❑ EST 1 1836 Engineer ❑ A ends Item Tracking Number .� City Administrator ❑ a��0 _ �� O p Consultant LE City City Council Agenda Item Summary Memo Title: FY 06-07 MFT general maintenance agreement City Council/COW/Committee Agenda Date: PW April 3, 2006 Synopsis: Yearly appropriation for supplies and materials Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Resolution Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: e1r o United City of Yorkville Memo Public Works Department Esr. 1836 800 Game Farm Road ni Yorkville, Illinois 60560 Telephone: 630-553-4370 SCE �? Fax: 630-553-4377 Date: March 24, 2006 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Art Prochaska, Mayor Subject: Yearly MFT general maintenance appropriation Joe, Attached please find the proposed FY06-07 MFT general maintenance appropriation. I would ask to place this on the April 3, 2006 Public Works committee agenda. If you have any comments or questions, please let me know. Illinois Department Resolution for Maintenance of Streets and Highways by Municipality of Transportation Under the Illinois Highway Code BE IT RESOLVED, by the Mayor and City Council of the (Council or President and Board of Trustees) United City of Yorkville Illinois, that there is hereby (City,Town or Village) (Name) appropriated the sum of $88,375.00 of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2006 (Date) to April 30, 2007 (Date) BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing expenditures from and balances remaining in the account(s)for this period; and BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution to the district office of the Department of Transportation, at Ottawa , Illinois. I. Clerk in and for the (City,Town or Village) of , County of hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the at a meeting on (Council or President and Board of Trustees) Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk (City,Town or Village) Authorized MFT Expenditure Date Department of Transportation Regional Engineer Page 1 of 1 BLR 14230(Rev.9/05) Printed on 3/21/2006 2:35:08 PM Illinois Department Municipal Estimate of of Transportation Maintenance Costs Section Number 06-00000-00-GM Period from 05/01/2006 to 04/30/2007 Municipality Yorkville Estimated Cost of Maintenance Operations Maintenance For Group I II or III Material E ui ment or Labor Operation Group Unit Operation (No.—Description) �I,ii,ili,ly) Item Unit Quantity Price Cost Cost Bituminous Patching Bituminous Cold Patch ton 75 85.00 6375.00 6,375.00 Class 1 Surface Course ton 100 36.00 3600.00 3,600.00 Signs, Posts& Hardware Various Street Signs ea 100 50.00 5000.00 5,000.00 Si n Posts ea 100 28.00 2800.00 2,800.00 Brackets and Hardware ea 100 18.00 1800.00 1,800.00 Snow Removal Bulk Rock Salt Ton 1600 43.00 68800.00 68,800.00 Salt bid through Kendall County Highway Dept. Bid will be sent when completed Total Day Labor Costs Total Estimated Maintenance Operation Cost $88,375.00 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost Submitted: Approved: Date Date By: Director Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 of 1 BLR 14231 (Rev.7/05) Printed on 3/21/2006 2:36:37 PM ♦,��D C/Ty Reviewed By: Legal ❑ City Council Finance EST. �1836 F1 Engineer ❑ -� City Administrator ❑ A ends Item Tracking Number O Consultant ❑ W o��� � O <LE `�♦' ❑ City Council Agenda Item Summary Memo Title: Proposal for alarm installation and monitoring City Council/COW/Committee Agenda Date: PW April 3, 2006 Synopsis: Update to existing agreement for installation and monitoring of all water treatment facilities Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of contract Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: o.o United City of Yorkville Memo Public Works Department EST. ;1836 800 Game Farm Road -4 �i Yorkville, Illinois 60560 co 0� �o� Telephone: 630-553-4370 <LE Fax: 630-553-4377 Date: March 27, 2006 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Art Prochaska, Mayor Subject: Updated Wire Wizard alarm system. Joe, Attached please find the proposal for the updated alarm system from Wire Wizard. This would encompass all of the water treatment plants and booster stations in our system. I would ask to place this on the April 3, 2006 Public Works committee agenda. If you have any questions, please let me know. YORK\ALLE,IL 60560 630-553-9030 630-553-2478 FAX 1NIRE WIZARD OF-ILLIN.01S, INC. UNITED CITY OF YORKVILLE 03-10-2006 800 GAME FARM ROAD YORKVILLE, IL 60560 WE PROPOSE TO INSTALL ALARM SYSTEMS AND SERVICE THE FOLLOWING SYSTEMS FOR THE CITY OF YORKVILLE: NORTH TOWER at 4600 N. Bridge St. $350.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT ONE DOOR WITH WIDE GAP CONTACT GRANDE RESERVE TOWER at 3299 Lehman Cs. $350.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT ONE DOOR WITH WIDE GAP CONTACT RAINTREE VILLAGE TOWER at 1102 Schoolhouse Rd. $350.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT ONE DOOR WITH WIDE GAP CONTACT GRANDE RESERVE WELL at 3299 Lehman Cs. $1120.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT FOUR DOORS WITH WIDE GAP CONTACTS CONTACT ONE OVERHEAD DOOR WITH WIDE GAP CONACT 2-MOTION DETECTORS RAINTREE VILLAGE WELL at 1102 Schoolhouse Rd. $1120.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT FOUR DOORS WITH WIDE GAP CONTACTS CONTACT ONE OVERHEAD DOOR WITH WIDE GAP CONACT 2-MOTION DETECTORS BRUELL LIFT STATION at 101 Bruell St. '""$0.00"'` RE-WIRE EXISTING SYSTEM TO HAVE EACH DOOR REPORT SEPARATELY. PROGRAM SYSTEM FOR PROPER ZONING AND REPORTING. COUNRTYSIDE LIFT STATION at 1975 N. Bridge St. **$0.00** RE-WIRE EXISTING SYSTEM TO HAVE EACH DOOR REPORT SEPARATELY(IF NECESSARY). PROGRAM SYSTEM FOR PROPER ZONING AND REPORTING. TOTAL INSTALLED PRICE IS$3,290.00 AND INCLUDES LABOR,WIRE, MISC. PARTS. MONTHLY MONITORING IS$23.00 PAYABLE QUARTERLY IN ADVANCE. THESE PRICES REFLECT THE USE A PHONE FOR MONITORING. IF NO PHONE LINE IS AVAILABLE,ADD$200.00 TO THE INSTALLATION PRICE FOR A CELLULAR RADIO FOR MONITORING. MONTHLY MONITORING FOR A CELLULAR RADIO IS$25.00 PAYABLE QUARTERLY IN ADVANCE. PAYMENT DUE UPON COMPLETION OF INSTALLATION. THIS QUOTE IS VALID FOR 60 DAYS FROM DATE ABOVE. CUSTOMER SIGNATURE DATE ALARM COMPANY SIGNATURE DATE GUARANTEE THE INSTALLATION INCLUDES A GUARANTEE TO REPAIR OR REPLACE AT THE COMPANY'S OPTION DEFECTS ZN MATERIALS AND WORKMANSHZP FOR A PERIOD OF ONE YEAR FROM THE DATE THE INSTALLATION ZS COMPLETED. CONDITIONS 1. This is a lump sum quotation for all items and quantities listed; and unit prices, if given, are solely for information. If the quantities are our take-off they are estimates only and while believed reasonably accurate, they are not guaranteed. 2. The amount of any present or future sales,revenue, excise, or other tax applicable to the goods and/or services covered by this quotation, or the sale or use thereof,shall be added to the price quoted and shall be paid by the Subscriber. 3. It is understood and agreed by the parties hereto that Company is not an insurer and that insurance, If any, covering personal injury and property loss or damage an'Subscriber's premises shall be obtained by the Subscriber;that the Company is being paid for the installation and/or maintenance of a system designed to reduce certain risks of loss and that the amounts being charged by the Company are not sufficient to guarantee that no loss will occur,that.the Company is not assuming responsibility for any losses which may occur even if due to Company's negligent performance or failure to perform any obligation under this agreement. Since it is impractical and extremely difficult to fix actual damages which may arise due to the faulty operation of the system or failure of services provided, if, notwithstanding the above provisions, there should arise any liability on,the part of the Company, such liability shall be limited to an amount equal to ten percent of the charge for the work performed or$250.00,whichever is the greater. The sum shall be complete and exclusive and shall be paid and received as liquidated damages and not as a penalty. In the event the Subscriber.wishes to increase the maximum amount of such liquidated damages, Subscriber may, as a matter of right, obtain from Company a higher limit by paying an additional amount proportioned to the increase in liquidated damages. 4. The Company does not make any representation or warranty, including any implied warranty of merchantability or fitness,that the system or service supplied may not be compromised, or that the system or services will in all cases provide the protection for which it is intended. S. The Company assumes no liability for the Interruptions of any service due to strikes, riots,floods, fires,acts of God,or any cause beyond the control of the Company, and will not be required to supply service to the Subscriber while interruption of service due to any such cause shall continue. 6. Subscriber agrees to and shall indemnify and save harmless the Company, its employees and agents for and against all third party claims, lawsuits and losses alleged to be caused by Company's performance, negligent performance or failure to perform its obligations under this Agreement. 7. This quotation is subject to acceptance by Company. S. It is understood and agreed by and between the parties hereto, that if there is any conflict between this contract and Subscriber's purchase order,or any other document, this contract will govern,. whether such purchase order or other document is prior or subsequent to this Agreement. 308 CENTER PARKWAY YORKVILLE,IL 60560 630-553-9030 630253.2478 FAX WIRE WIZARD OF ILLINOIS, INC. UNITED CITY OF YORKVILLE 03-10-2006 800 GAME FARM ROAD YORKVILLE, IL 60560 We have noticed that two of your three Booster Stations do not have any security in them at all. We would like to offer the following quote for you to Consider. WE PROPOSE TO INSTALL ALARM SYSTEMS AND SERVICE THE FOLLOWING SYSTEMS FOR THE CITY OF YORKVILLE: NORTH BOOSTER PUMP at 1991 Cannonball Tr $350.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT ONE DOOR WITH WIDE GAP CONTACT SOUTH BOOSTER PUMP at 1908 Raintree Rd $350.00 VISTA 20P ALARM CONTROL PANEL 1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD CONTACT ONE DOOR WITH WIDE GAP CONTACT TOTAL INSTALLED PRICE IS$700.00 AND INCLUDES LABOR, WIRE, MISC. PARTS. MONTHLY MONITORING IS$23.00 PAYABLE QUARTERLY IN ADVANCE. THESE PRICES REFLECT . THE USE A PHONE FOR MONITORING. IF NO PHONE LINE IS AVAILABLE,ADD$200.00 TO THE INSTALLATION PRICE FOR A CELLULAR RADIO FOR MONITORING. MONTHLY MONITORING FOR A CELLULAR RADIO IS$25.00 PAYABLE . QUARTERLY IN ADVANCE: PAYMENT DUE UPON COMPLETION OF INSTALLATION. . THIS QUOTE IS VALID FOR 60 DAYS FROM DATE ABOVE: CUSTOMER SIGNATURE DATE 0 ALARM COMPANY SIGNATURE DATE _ BURGLAR ALARMS,FIRE ALARMS, CAMERA SYSTEMS,DOOR ACCESS SYSTEMS,INTERCOM SYSTEMS GUARANTEE THE INSTALLATION INCLUDES A GUARANTEE TO REPAIR OR REPLACE AT THE COMPANY'S OPTION DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE THE INSTALLATION IS COMPLETED. CONDITIONS 1. This is a lump sum quotation for all items and quantities listed; and unit prices, if given, are solely for information. If the quantities are our take-off they are estimates only and while believed reasonably accurate, they are not guaranteed. 2. The amount of any present or future sales, revenue, excise, or other tax applicable to the goods and/or services covered by this quotation, or the sale or use thereof, shall be added to the price quoted and shall be paid by the Subscriber. 3. It is understood and agreed by the parties hereto that Company is not an insurer and that insurance, if any, covering personal injury and property loss or damage on Subscriber's premises shall be obtained by the Subscriber; that the Company is being paid for the installation and/or maintenance of a system designed to reduce certain risks of loss and that the amounts being charged by the Company are not sufficient to guarantee that no loss will occur, that the Company is not assuming responsibility for any losses which may occur even if due to Company's negligent performance or failure to perform any obligation under this agreement. Since it is impractical and extremely difficult to fix actual damages which may arise due to the faulty operation of the system or failure of services provided, if, notwithstanding the above provisions,there should arise any liability on the part of the Company, such liability shall be limited to an amount equal to ten percent of the charge for the work performed or $250.00, whichever is the greater. The sum shall be complete and exclusive and shall be paid and received as liquidated damages and not as a penalty. In the event the Subscriber wishes to increase the maximum amount of such liquidated damages, Subscriber may, as a matter of right, obtain from Company a higher limit by paying an additional amount proportioned to the increase in liquidated damages. 4. The Company does not make any representation or warranty, including any implied warranty of merchantability or fitness, that the system or service supplied may not be compromised, or that the system or services will in all cases provide the protection for which it is intended. 5. The Company assumes no liability for the interruptions of any service due to strikes, riots, floods, fires, acts of God, or any cause beyond the control of the Company, and will not be required to supply service to the Subscriber while interruption of service due to any such cause shall continue. 6. Subscriber agrees to and shall indemnify and save harmless the Company, its employees and agents for and against all third party claims, lawsuits and losses alleged to be caused by Company's performance, negligent performance or failure to perform its obligations under this Agreement. 7. This quotation is subject to acceptance by Company. S. It is understood and agreed by and between the parties hereto, that if there is any conflict between this contract and Subscriber's purchase order, or any other document, this contract will govern, whether such purchase order or other document is prior or subsequent to this Agreement. tq ♦,��D C/r y Reviewed By: Legal ❑ City Council 1836 Esr. 1836 Finance F-1 1 � Engineer ❑ y City Administrator ❑ Agenda I/tem Tracking Number Consultant ❑ w OOG "1 11 2 <<E `�♦. ❑ City Council Agenda Item Summary Memo Title: Fox Hill SSA Maintenance Bid Results City Council/COW/Committee Agenda Date: PW April 3, 2006 Synopsis: Yearly bid for Fox Hill SSA mowing and maintenance Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Bid Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: Co.O United City of Yorkville Memo Public Works Department F EST 1836 800 Game Farm Road .� Yorkville, Illinois 60560 Telephone: 630-553-4370 Fax: 630-553-4377 <LE �V Date: March 27, 2006 To: Joe Besco, Chairman �- From: Eric Dhuse, Director of Public Works ✓l CC: Art Prochaska, Mayor Subject: Fox Hill Mowing and Maintenance Joe, Attached please find the results of the bid opening of the Fox Hill SSA mowing and maintenance for the 2006 season. I would ask to place this on the April 3, 2006 Public Works committee agenda. If you have any questions,please let me know. FOX HILL SSA BID FORM FY 06-07 Vendor Vendor Vendor Vendor Unknown Countryside Lawn Maint. Stevenson Horticulture English and Sons 12:00 Estimate 360 E. Dale I P.O. Box 250 P.O. Box 31 Witness:ED Somonauk, II 60552 Newark, IL 60541 Bristol, IL 60512 Item Unit Quantity Price Cost Mowing AC 5.29 $70.00 See Attached See Attached $56.54 $40.00 Est.28 cuttings per season $10,368.40 _� $8,374.70 $5,924.80 Item Unit Hourly Rate Hourly Rate Hourly Rate Hourly Rate Hourly Rate Mulching CY $40.00 $30.00 $40.00 Weeding HR $40.00 $27.00 $38.00 Monument repairs HR $40.00 $60.00 $38.00 General Maintenance HR $40.00 $27.00 $38.00 Beautification HR $40.00 _ _ $27.00 $38.00 Contact Information Responsible Party Signature `.4 Clr� Reviewed By: C� Legal ❑ City Council Finance ❑ Esr _ im Engineer�- � Agenda Item Tracking Number 0 _ City Administrator ❑ e> ac`c,J_ t 75 C� Consultant ❑ 2 ILL. EV City Council Agenda Item Summary Memo Title: �,csu► �i 2 �U s k W Acldrus-cs City Council/COW/Committee Agenda Date: P S a J 8 1 �' 111 Ctc 3= Synopsis: CSYt �- ta� Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Name Department Agenda Item Notes: FEB Q 12006 CIr c United City of Yorkville Memo OA 800 Game Farm Road EST 1 1636 Yorkville, Illinois 60560 Telephone: 630-553-8545 �� Fax: 630-553-3436 <LE Date: January 31, 2006 To: Harold Martin, Chief of Police i\ From: Joe Wywrot, City Engineer v' CC: John Crois, Interim City Administrator John Wyeth, City Attorney Liz D'Anna, Administrative Assistant Subject: Countryside Parkway—Proposed Address Changes Recently the Public Safety Committee discussed the possibility of changing the street addresses on Countryside Parkway(Route 47 to Center Parkway)to conform to the adopted address grid. The committee asked if there would be any costs associated with changing addresses. The Engineering Department was asked to investigate the costs associated with changing an address. Attached find the results of our investigation. Please place this item on the Public Safety Committee agenda of February 9, 2006 for discussion. Countryside Address Change Notification costs for homeowners Most of the areas of notification for the homeowner would come at no cost to them. For many, it can easily be completed by filling out the"change of address" area on their billing statements. These areas of notification would include most utilities, magazine subscriptions, insurance companies and other billable services. Some other areas would need some contact from the homeowner. These areas include attorneys, mortgage companies, churches, dental and medical services, voter registration, ect. Although it is believed there will be no monetary cost required to update these changes, a certain level of time and effort is needed by the homeowner to ensure these areas are informed. It is assumed that all county, fire and police offices would be informed and updated through the City. Two areas, however, would require the homeowner to pay money to update their address. These are: Driver's license and Auto Registration • Updating drivers license($2-$10 depending on age) • Updating auto registration($3) • Updating auto title($65) Bank checks • Updating checks(varies) If the homeowner chooses not to update checks immediately, they could update address when they normally re-order checks Physical costs Only nominal physical costs are expected for the residential homes affected by the change. Businesses Businesses will be affected similarly with the residential homeowner. Like the homeowner, no direct monetary costs are expected for businesses to update legal paperwork, utilities, post office, ect.Plus, there is no question that an indirect cost of time and effort will also be required. However,businesses may have a potentially large cost burden when they update their business inventories and promotional departments. These areas include: • Stationary • Business cards • Advertising • Promotional material The businesses affected reside in one building, Yorkville Professional Building, 106 E. Countryside Pkwy, and they are: • Yorkville Family Practice • Edward Hospital&Health Services • Edward Cardiovascular Institute • Centennial Counseling Center • VWCH Rehabilitation Services • Dr. Crirgis& Associates Hearing Center Physical Costs Yorkville professional building has its address in brick(106) Note: Old Second Bank, located on Countryside Parkway, has an address of 26 W. Countryside. This address conforms to the new address format being put into place. Co.c United City of Yorkville Memo 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8528 Fax: 630-553-3436 <LE ��'�• Date: November 29,2005 To: Police Chief Harold Martin Cc: Joe Wywrot,City Engineer Tim Fairfield,Assistant Fire Chief From: Jennifer L.Fischer,Engineering Assistant Subject: Countryside Parkway addresses-Public Safety Agenda Item request I've enclosed a copy of a diagram Joe Wywrot&I started several years ago,regarding the addresses on Countryside Parkway.The"future building"with number 104 in it currently has building plans in for review.I need to assign an address to the building but am reluctant to give it an East Countryside address due to the fact that the city's zero grid line is Route 47,no longer Center Pkwy.What I would like to do is assign the medical offices a temporary address on Center Pkwy, pending a review by the Public Safety Committee regarding officially changing the addresses to those structures west of Route 47 to conform to our city grid system. This change would affect 5 locations: Edward Health Care (currently 106 E) is the only one on the south side of Countryside Pkwy that would change; the remaining four are residences on the north side of the street: 103 E (Jeff Sibenaller), 105 E(Brian and Laura Hess),203 E(Brent Peterson),and 205 E(Angela Pennington). Jim Ratos owns the Edward Health Care building,and is agreeable to an address change to one on West Countryside Pkwy, and has also offered assistance in notifying &assisting the doctors onsite facilitate the change. The address I'm recommending for this building is 76 West Countryside Pkwy. Across the street, the logical addresses would be 83 West in place of 103 East; 75 West in place of 105 East; 53 West in place of 203 East;and 45 West in place of 205 East. This change will accomplish several key factors: 1. The zero grid line can be clearly observed and referred to with ease; 2. EMS services will no longer have to clarify which side of Route 47 service is needed; 3. All east and west addresses will now be on the same side of Route 47; 4. This issue will not be brought up again when the future building is constructed at what is shown on the enclosed as"Future 204"; 5. .As businesses relocate or change hands the Countryside Center addresses that are no longer being issued can be effectively changed to either Countryside Pkwy or North Bridge Street (see Bridge St. Interiors/Law Title/Nelson Funeral Home). 6. Jim Ratos' new medical building can be issued a permanent address in conformance with our grid system: 88 West Countryside Pkwy. Let me know if I can be of further assistance;thank you! t t7d53vd 5W 07 OTZ avz - — " E o y qD6 �0 6 'ti3)°� st• "17T�C tK 4-06 aim a YSW w. Ke-Lkj .CEO cirr United City of Yorkville Memo I �Cc : 1 ` 800 Game Farm Road 1896 Yorkville, Illinois 60560 Telephone: 630-553-8528 Fax: 630-553-3436 <CE Date: February 28,2006 To: Chief Harold Martin,Public Safety Committee Cc: Joe Wywrot,City Engineer From: Jennifer L.Fischer,Engineering Assistant J Subject: Swanson Lane EstateslAddress changes to new road Swanson Lane Estates has progressed to the stage of development in which addresses are assigned. There are two existing houses in this one-road subdivision: Gordon&Marcia Swanson's, and the Skopec's.The Skopec's lot was not annexed in with the surrounding area,but the Swanson's was.Please note the locations on the enclosed diagram. The development will have a new road called Swanson Lane,which will be accessed via Boomer Lane.All houses, including the Swanson's and the Skopec's will utilize Swanson Lane for ingress/egress. I was told by the developer that the Swanson's are currently using the address 3300 Boomer Lane,and the Skopec's are currently using the address 3150-D Cannonball Trail. After speaking with Joe regarding the confusion that may ensue if there are three different address configurations on one common frontage road, we feel it would be in the best interest to all if the Swanson's and Skopec's addresses are changed to a number and name consistent with those surrounding them on either side&utilizing the same frontage road,namely Swanson Lane. Please place this item on the next Public Safety Committee Agenda for discussion(March 9).Thank you. q RHAVEN DRIVE w z 0 _7:D 0 U -F E - ( NOT RECORDED ) � h C� 1� 0 CIP Reviewed By: Legal ❑ City Council Finance El '�-- Engineer y City Administrator ❑ Agenda Item Tracking Number - ,L Consultant ❑ PW 2006-78 SCE City Council Agenda Item Summary Memo Title: Plats of Dedication—Kennedy and Mill Roads City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee Synopsis: These plats dedicate right-of-way to the city for sections of Kennedy Road and Mill road Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Faun Road EST 1 �.,936 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 lLE Date: April 3, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: Lisa Piclt ,Offipe Assuan Subject: Plats of Dedication—Kennedy and Mill Roads Attached find one copy each of two plats of dedication for the right-of-ways of Kennedy Road and Mill Road near the Grande Reserve development. Also attached are EEI's review comments for both plats. I have reviewed the Mill Road plat and confirmed that the revisions requested by EEI have been performed. The developer has submitted a title insurance commitment to John Wyeth, and they are working through revisions to that document separately. I concur with EEI's recommendations and request that these plats be approved, subject to resolution of the title insurance commitment. Please place this item on the Public Works Committee agenda of April 3, 2006 for consideration. 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 ft, FAX:630/466-9380 www.eetweb.com Engineering Enterprises, Inc. March 27, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Plat of Dedication for Kennedy Road, between Old Mill Road and New Mill Road, Grande Reserve, United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the subject Plat of Dedication prepared by Midwest Technical Consultants, Inc. containing 1 sheet with initial issue date of March 1, 2006, with regard to Illinois Compiled Statutes and generally accepted land surveying practices in the State of Illinois and offer the following comments: 1. The Plat of Dedication is acceptable as presented and we recommend its processing for acceptance and recording by the City. 2. A Commitment for Title Insurance should be submitted, by the developer, to the City Attorney for his review with regard to any encumbrances of the property prior to City acceptance of this dedication. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. f � John T. Whitehouse, P.E., P.L.S. Senior Project Manager PC: Bart Olson,Administrative Intern Travis Miller, Community Development Director Dwight A. Trostle, P.E., CGL, Ltd. Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. JWF/WED, EEI G\Public%Yorkvi11e\20021Y00215 Grande Reserve(MPI)1doc%"rot32KennedyDedication.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9350 it, FAX: 630/466-9380 www.eelweb.com Engine®ring Enterprises, Inc. March 27, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Plat of Dedication for Mill Road and Kennedy Road, Grande Reserve North United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the subject Plat of Dedication prepared by Midwest Technical Consultants, Inc. containing 2 sheets with latest revision date of February 17, 2006 with regard to Illinois Compiled Statutes and generally accepted land surveying practices in the State of Illinois and offer the following comments: 1. In the 17th line of the legal description, the words "at a point of tangency" should be removed since this point is not a point of tangency. 2. In the 47th line of the legal description, we recommend the word "property" be inserted after the words "Commonwealth Edison Company". 3. In the 16th line of the legal description in the first "also" section, the words "at a point of tangency" should be removed since this point is not a point of tangency. 4. In the 28th line of the legal description in the first "also" section, we recommend the word "property" be inserted after the words "Commonwealth Edison Company". 5. A Commitment for Title Insurance should be submitted, by the developer, to the City Attorney for his review with regard to any encumbrances of the property prior to City acceptance of this dedication. Consulting Engineers Specializing in Civil Engineering and Land Surveying These revisions should be made and the mylar original submitted for City processing. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, V RING ENTERPRISE , INC. hitehouse, P.E., P.L.S. ject Manager pc: Bart Olson, Administrative Intern Travis Miller, Community Development Director Dwight A. Trostle, P.E., CGL, Ltd. Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. JWFNVED, EEI GAPublifforkvilleMMY00527 Pasquinelli Homes-Grande Reserve\docsXlwywrot05Dedication02.doc BASIS OF BEARING PLAT O F DEDICATION PART P.I.N.02-11-300-012 CENTERLINE OF MILL ROAD ASSUMED TO BE: OF S O 1 o clOgn C THAT PART OF THE SOUTH HALF OF SECTION 11 TOWNSHIP 97 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, V 2 V J E DESCRIBED AS FOLLOWS: BEGINNING AT A SPIKE SET AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD AND MILL ROAD;THENCE SOUTH 81 DEGREES 26 MINUTES 03 SECONDS EAST ON AN ASSUMED BEARING ALONG THE CENTERLINE OF SAID MILL ROAD A DISTANCE OF 7239 FEET TO A SPIKE SET;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST,HAVING A RADIUS OF 4,930.00 FEET,THE CENTER BEARING NORTH 82 DEGREES 18 MINUTES 47 SECONDS EAST FROM THE LAST DESCRIBED POINT,HAVING A CHORD BEARING OF SOUTH OB DEGREES 56 MINUTES 14 3ECONDS EAST,A DISTANCE OF 38727 FEET TO AN IRON PIPE SET AT A POINT OF COMPOUND CURVATURE;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST,HAVING A RADIUS OF 80.00 FEET,HAVING A CHORD BEARING OF SOUTH 58 DEGREES 18 MINUTES 03 SECONDS OWNERSHIP CERTIFICATE I i EAST,A DISTANCE OF 76.88 FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY ALONG THE ARC OF A STATE OF CURVE CONCAVE TO THE NORTHWEST,HAVING A RADIUS OF 950.00 FEET,HAVING A CHORD BEARING OF SOUTH SO DEGREES 00 MINUTES 38.SECONDS W EST,A DISTANCE OF 14AS FEET TO AN IRON PIPE SET AT A POINT OF TANGENCY;THENCE SOUTH 80 COUNTY OF ) / DEGREES 26 MINUTES OB SECONDS WEST A DISTANCE OF 100.76 FEET TO A SPOT SET AT A POINT ON THE CENTERLINE OF SAID THIS IS TO CERTIFY THAT AN ILLINOIS CORPORATION,1S KENNEDY ROAD;THENCE NORTH 13 DEGREES 58 MINUTES SO SECONDS WEST ALONG SAID CENTERLINE 93.13 FEET TO A SPIKE THE FEE SIMPLE OWNER OF THE PROPERTY DESC REED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND SET;THENCE NORTH 09 DEGREES 33 MINUTES$4 SECONDS WEST ALONG SAID CENTERLINE OF KENNEDY ROAD A DISTANCE OF HAS CAUSED THE SAME TO BE SURVEYED,AND PLATTED AS SHOWN HEREON FOR THE USES AND 384.64 FEET TO THE PLACE OF BEGINNING;IN THE TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS. PURPOSES HEREIN SET FORM AS ALLOWED AND PROVIDED FOR BY STATUTE,AND DOES HEREBY / ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TILE THEREON INDICATED. 1 // �•VQ V // 1 y THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS 9NOYM ON TARS PLAT OR CITY E N 6 I N E E R•3 CERTIFICATE THOROUGHFARES.57RFE13.ALLEYS AND PUBIC SERNp:S;AND HEREBY ALSO Y UNDER ITT ANY I / I STATE OF ILLINOIS ) ELECTRIC,GAS,ELENIONE.CABLE N OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE SCALE: )S.B. AGREEMENT M1H THE INITED CITY OF YDRKMl1E,THEIR SUCCESSORS AND ASSIGNS,THE EASEMENT N COUNTY OF KOS)ALL) DATED WHICH AIE STATED HEREON. ■II� DRIED AT 085 � I ENGINEER _ _DAY OF 20_. w 30 0 w THAT THE WEROOMED IMPROMDAN75 HAVE BEEN INSTALLED OR R THE REa1MEREBY CERTIFY S O Y CERTIFICATE GUARANTEE COLLATERAL HAS SEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. ) S.S. I DATED AT YORKMLLE,ILLINOIS lIOS_DAY OF_. 20 W. CITY OF ) —_—_— PR.POBLO mm"-OF MY - I, A NOTARY PUBLIC W BECTON LINE AND FOR THE COUNTY AND STATE -------- AFORESAID.DO HERESY CERTIFY THAT WIM1F11<O1NON II[ O DOILIE I Na Ao BN 0�I CITY ENGINEER AND ---- C aww R.O.a U E PPS CITY COUNCIL CERTIFICATE PERSONALLY KNOWN TO ME TO BE THE PRESIDENT AND SECRETARY OF A(N) -------- m- E„ ,T AS SHOWN ABOVE,APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS _ I STATE OF KUNDIS ) SUCH OFFICERS,THEY SIGNED AND DOUVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL 2 1 )SS TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF BCC O WRO COUNTY OF KENDALL) SAID CORPORATION.FOR THE USES AND PURPOSES THEREIN SET FORTH. P.O,B. GIVEN FINDER MY HAND AND NOTARIAL SEAL 7IS_DAY OF 20_- I SET CENTEY ME O AT THE CENTERLINE-"WAY; E N7ERSEC111N YORKVI LE AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CT'OF I YO PONT TERM OF NORM k SOUTH HIGHWAY; YORKNLLE,ILLINOIS,THIS DAY OF 20_- 1 8 OUMTER BEnIOx KXRRER NO OI FOND IN FIEND PO NOTARY PUBLIC ( R) I 1 SMIN SHOWN IS OARED ON I I EXISTING PAVEMENT CENTERLINE. IEA911RFD OIBTANOL I I 1 _19 81'28'03" E MAYOR tT•=.) ArOOB DISTANCE 1 7239' P.C. PORT a—TMI, I SET SURVEY SPIKE P.T. PINT R TANODKY AT CORI R. RAONS I Z CS. M,Rb SEEMING W p pN1FA —— _ � --� MAINE M T(�'OH'RP 1 Fes,., _ _ _� Pi-277.52'R-iO5M00' PA.o IO WT a NV DW KMRYATMI --'r•(,{v-.L[►��►� i -5 73'74'26'W P.aC POIn 6 fAMPGM ru1vATRE BYTD�UME TRIP 90 RFEBRUAR gB. _ P.a0. PLACE BE0RY10 `` 24 I _ NZ/•p�.E -__— vaC Plwa OF wIWIONmENr QBOdt 12, 1 ���1_ _+EEA4) ��__ aZL MOON/BEIBAOK OE Q n 1 —� " —�— mE OKFEPIMON p NAMEr rAm7MT Al 1 > >- �� t� SUPVEYSPNE d of mMEAnr YIMAOD M 1 8 _`� 1 1 - CENIERUNE OF MILL B FIXING n0 PIPE (� N 09'33'54' W LONG 364.64'(MEAS.(REC. 1 'N �� m ow PA EMDNT S 7'07'00" E 364.8' ALONG CL(REC. nuD'AFi,mrPIPO°ao I 3 1 O SET IRON PIPE 1 o AT calNm N 88'25'03" E 41.22' - I \ SET IRON PIPE j SET SURVEY SPARE I AT CORNDt SET IRON POE "SCHOOL LOT" AT CORNIER 1 -76.99' R-50.DD' AT OWNER 1 CB-S 5618'03" E - i" - - - - - \ - SET RON PRE 1 .GG AT COMER .ORN / / CITY CLERK'S CERTIFICATE I IA TT R- STALE OF ILLINOIS ) 1/1�'Ve� i AT 8-S, FA BZ• ��/ t COUNTY OF KENDALL j S.S. u TI KOiWNFW N 13'58'50" A.2 i' 444 \ A® APPROVED AND ACCEPTED BY ME MAYOR AND CITY COUNCIL OF THE UNITED CITY OF 93.13' // P IL YdHKNLLE,ILLINOIS,BY ORDINANCE Ho. ///)))/// B=S 8' 0'38' 00' AT A MEETING HELD THIS DAY OF 20— �A I ce=s eo'oo'38" w � KENDALL COUNTY RECORDER'S CERTIFICATE \ 80'26'06" W-�,/ STATE OF ILLINOIS ��^�O��D O 100.76' j S.S. p ((lUf O. SET SURVEY SPIKE COUNTY O'KENDALL) O. LP 1 AT CORNER . OI00(D, THIS IN STRUMENT WAS FILED FOR RECORD IN THE RECORDER'S I O - OFFICE OF KENDALL COUNTY,ILLINOIS,ON THE_DAY OF MAR 3 \ - ----�- AD.,20_AT_O'CLOCK__.M.AND WAS RECORDED IN BOOK OF PLATS ON PANS ENGINEERING ENTERPRISES,INC. 1-- 11 RECORDER OF DEEDS \ STALE OF ILLINOIS ) 1 \ )S.S 1 ` ` CITY CLERK COUNTY OF DUPA(E) \ , COUNTY CLERK'S CERTIFICATE WE.MIDWEST SURVEYING NO.1114-002917,7,00 HEREBY CERTIFY \\ STATE OF ILLINOIS ) THAI THE PUT SHOWN HEREON 75 A CORRECT REPRESENTATION OF A S.S SURVEY PERFORMED AT AND UNDER UR DIRECTION. \ COUNTY OF KENDALL) ALL DISTANCES SHOWN IN FEET AND DECIMAL PMTS THEREOF. \ 1 I, COUNTY CLERK OF"KENDALL COUNTY,ILLINOIS.DO WIDI INNER MY HAND AND SEAL IN NAPERVILLE,L NOS THIS IM DAY HEREBY CERTIFY THAT MERE ARE NO DELINQUENT GENERAL TAXES,NO UNPAID OF MMOM,AD.,2dM. CURRENT TAXES,NO UNPAID FORFEITED TAXES,AND NO REDEEMABLE TAX SALES 6fLLW.ON AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I NRTHER CERTIFY PJ9i Bnw THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH ME PLAT HERON STATE OF DRAWN. BOOS Kim MIDWEST OVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE. THOS PSELLRE W.O SEN,P.L.S./2718 TECHNICAL PREPARED FOR: LICENSE EXPIRES n/3D/2DDB xo.OIB/O2T1e FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN ILLINOIS.THIS DAY OF 20_� HEREON, REFER TO YOUR ABSTRACT, DEED,GUARANTEE CONSULTANTS,INC. MPN-YORKMLLE NORM 'BHP Ea POUCY AND LOCAL ORDINANCES LAND SORVEYMS _ SRVLL 3/1%06 ISSUED ,re 1aEPNWE Mi1i0^p°". COUNTY CLERK COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY -- w aos-mM w8 mDRF PPMT BNUF DIFFERENCE AT ONCE. NO. 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