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Committee of the Whole Packet 2006 11-21-06
2`�ED Cyr c United City of Yorkville 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 ��-- Telephone: 630-553-4350 p Fax: 630-553-7575 �s <tE AGENDA ECONOMIC DEVELOPMENT COMMITTEE PUBLIC WORKS COMMITTEE COMMITTEE OF THE WHOLE Tuesday, November 21, 2006 7:00 p.m. City Conference Room REVISED 11/17/06 Public Hearini: None Economic Development Committee: 1. Discuss Committee Liaisons 2. EDC 2006-28 Building Permit Reports for September 2006 3. EDC 2006-29 Building Permit Reports for October 2006 4. PC 2006-70 Bristol Bay Unit 13 — Final Plat 5. PC 2006-73 Grande Reserve Unit 22 —Final Plat 6. PC 2006-79 Caledonia Unit 2 —Final Plat 7. PC 2006-72 Menards — Preliminary and Final Plat 8. PC 2006-37 O'Keefe—Preliminary Plat 9. PC 2006-86 O'Keefe Unit 1 — Final Plat 10. PC 2006-84 & PC 2006-85 Edward Health Ventures — Zoning & Concept PUD 11. PC 2006-64 Towns at Windett Reserve— Annexation, Concept and Preliminary PUD 12. EDC 2006-30 Scope of Service for School Site Study Update 13. EDC 2006-31 Grainco FS Supplemental Site Investigation Funding Agreement 14. EDC 2006-32 Farm Bureau Supplemental Site Investigation Funding Agreement 15. EDC 2006-09 Sign Ordinance Update Page 2 Committee of the Whole November 21, 2006 Public Works Committee: 1. Discuss Committee Liaisons 2. PW 2006-163 Updated 6-Year Capital Improvement Program 3. PW 2006-187 In-Town Road Program Phase 2 — Funding 4. PW 2006-188 Southwest Transportation Improvements — Contract F.7 (Fox Road) 5. PW 2006-189 Public Works Office Expansion 6. PW 2006-190 Water Department Report for August 2006 7. PW 2006-191 Water Department Report for September 2006 8. PW 2006-192 Water Department Report for October 2006 9. PW 2006-193 Grande Reserve Units 2 & 5 — Letter of Credit Expiration 10. PW 2006-194 Grande Reserve Units 12 & 13 — Letter of Credit Expiration 11. PW 2006-195 Grande Reserve Unit 12 — Letter of Credit Expiration 12. PW 2006-196 Grande Reserve Unit 13 — Letter of Credit Expiration 13. PW 2006-197 Caledonia Phase 1 — Sitework Letter of Credit Reduction #1 14. PW 2006-198 Caledonia Phase 2 — Sitework Letter of Credit Reduction #1 15. PW 2006-199 Countryside Parkway (E. Kendall to Center) —Change Order#1 16. PW 2006-200 Rob Roy Creek Interceptor (North Branch Contract 1) — Change Order#1 17. PW 2006-201 Kylyn's Ridge Subdivision (Phases 1 & 2) — Final Acceptance and Line of Credit Reductions 18. PW 2006-202 Fountain Village of Yorkville— IDOT Letter of Understanding 19. PW 2006-203 Gawne Lane Watermain Extension— Easement 20. PW 2006-204 US Postal Service— Plat of Easement 21. PW 2006-205 Raintree Village Unit 1 — Surface Course 22. PW 2006-206 In-Town Road Program Phase 2 — Construction Engineering Services 23. PW 2006-207 Corneils Road Improvements— Engineering Agreement Page 3 Committee of the Whole November 21, 2006 Public Works Committee (con't): 24. PW 2006-208 IDOT Highway Permit and Resolution—Kendall Marketplace (Off-Site Storm Sewer) 25. PW 2006-164 Revised Landscape Ordinance 26. PS 2006-19 Revised Off-Street Parking Regulations and Requirements Detail Board Report Bill List): Park Board: 1. PKBD 2006-11 Whispering Meadows Park Playground Equipment Purchase 2. PKBD 2006-12 Amendment to Agreement for Glen Palmer Dam Improvements Mayor: 1. ADM 2006-82 Silver Fox SSA Proposing Ordinance 2. ADM 2006-83 Evergreen Farm SSA Proposing Ordinance 3. ADM 2006-84 Aspen Ridge SSA Proposing Ordinance 4. ADM 2006-85 Chally Farm SSA Proposing Ordinance 5. ADM 2006-86 Yorkwood Estates SSA Proposing Ordinance Additional Business: BUILDING PERMIT REPORT United City of Yorkville Department of Building Safety and Zoning September 2006 YP f P rmi 2-Fa mil Commercial Y sued i S FD P rmits Is B e a' in 2005 Multi P le Famil Y Be g innui 1006 Cafe g o indudea Industrial Miscellaneous Total Construction Cost 2 Pernuf s-I structure) Buifdos . September 2006 158 78 4 0 2 0 74 1 $14,291,845.00 Calendar Year 2006 t 1299 631 44 5 32 0 587 $135,956,364.00 Fiscal Year 2006 759 310 24 2 18 0 405 $74,886,331.00 September 2005 105 39 0 0 2 0 64 $7,467,860.00 Calendar Year 2005 2 968 347 5 0 _ 36 0 575 $83,171,485.00 - Fiscal Year 2005 651 221 0 0 20 0 410 $49,497,029.00 September 2004 89 37 0 0 1 0 51 $7,802,290.00 Calendar Year 2004 a 827 378 3 0 12 1 432 $76,421,752.00 Fiscal Year 2004 555 246 0 0 9 1 299 $51,396,157.00 September 2003 i 86 ! 21 0 6 4 0 55 $12,034,065.00 Calendar Year 2003' 703 264 12 6 27 1 393 $75,357,500.00 Fiscal Year 2003 488 168 9 6 19 0 286 $51,579,099.00 September 2002 71 33 1 0 3 1 33 $5,028,914.00 Calendar Year 2002 5 654 221 4 4 34 1 390 $50,020,831.00 Fiscal Year 2002 413 126 2 2 18 1 264 $28,232,602.00 i f Permit Number Y-06-0626 issued in May 1006 wasrefunded/voided in September 2006,thus the total number ofpermits is now actually 1299 instead of 1300. 2 Permit Number Y-05-0011 was voided,thus only 968 of 969 assigned permit numbers were actually used 3 Permit Number Y-04-097,and Y-04-098 were issued for each side of a duplex,only I structure was built 'Permit Number Y-2003-324 was voided,thus only 702 of 703 assigned permit numbers were actually issued 5 Permit Numbers Y-2002-034 was voided,thus only 653 of 654 assigned permit numbers were actually issued Note: Miscellaneous permits include such items as additions,remodelling,sheds,decks,RPZs,and municipal projects. Report prepared by: Barbara J.Dettmer,MCP/Department of Building Safety and Zoning BUILDING PERMIT REPORT United City of Yorkville Department of Building Safety and Zoning October 2006 Types es of Permits ..........L..... ................ 2- a Fondly Commercial Number of Permits I S Mnitl P le-Fa tl Y ( ' in 20 6 Cte g o i nc ue In lUSll[Ql Mtscellaneous i Total Construction Cost Be E�nnin 8 zoos 2 Permits=/Structure BuAdoutc October 2006 141 69 14 5 1 0 52 $14,604,838.00 Calendar Year 2006 t j 1440 700 58 10 33 0 639 $150,561,202.00 Fiscal Year 2006 900 379 38 7 19 0 457 $89,491,169.00 II October 2005 105 36 0 0 0 0 69 $14,853,926.00 Calendar Year 2005 t 1073 383 5 0 36 0 644 $98,025,411.00 Fiscal Year 2005 756 i 257 0 0 20 0 479 $64,350,955.00 October 2004 77 29 0 0 2 0 46 $6,708,500.00 Calendar Year 2004 z 904 407 3 0 14 1 478 $83,130,252.00 Fiscal Year 2004 632 275 0 0 11 1 345 $58,104,657.00 October 2003 82 36 0 0 2 0 44 $5,787,914.00 Calendar Year 2003 3 785 300 12 6 29 1 437 $81,145,414.00 Fiscal Year 2003 l 570 204 9 6 21 0 330 $57,367,013.00 October 2002 56 24 1 0 2 0 29 $5,650,007.00 Calendar Year 2002 4 710 245 5 4 36 1 419 $55,670,838.00 Fiscal Year 2002 469 150 3 2 20 1 293 $28,792,609.00 t Permit Number Y-06-0626 issued in May 1006 was refunded/voided in September 2006,thus the total number ofpermils is now actually 1440 instead of 1441. 7 Permit Number Y-05-0012 was voided,thus only 1073 of 1074 assigned permit numbers were actually used 3 Permit Number Y-04-097 and Y-04-098 were issued for each side of a duplex,only 1 structure was built Permit Number Y-2003-324 was voided,thus only 785 of 786 assigned permit numbers were actually issued 5 Permit Numbers Y-1002-034,Y-2002-467,and Y-2002-579 were voided,thus only 710 of 713 assigned permit numbers were actually issued;and the SFD permit issued in August as Y-2002-579 was voided and reissued as Y-2002-691 in October. �1 To maintain a correct count,it shall remain on the August 2002 count 1 Note: Miscellaneous permits include such items as additions,remodelling,sheds,decks,RPZs,and municipal projects. Report prepared by: Barbara J.Dettmer,MCP/Department of Building Safety and Zoning r r 1,�ED CITE Reviewed By: J2 O Legal ❑ City Council EST 1836 Finance ❑ Engineer ❑ A enda Item Tracking Number y City Administrator ❑ g PC 2006-70 Consultant ❑ Human Resources ❑ City Council Agenda Item Summary Memo Title: Bristol Bay Unit 13 —Final Plat City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Final Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: 2`,�tio c�T o United City of Yorkville Memo 800 Game Farm Road EST -1 _., 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE Date: November 15,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-70 Bristol Bay Unit 13 Request: Final Plat Background: As you will recall,the Plan Commission recommended approval of the Final Plat for Bristol Bay Subdivision Unit 13 October 11, 2006. Prior to this recommendation being considered by City Council in October,Assistant Fire Chief Timothy Fairfield informed us that the geometry of Lot 1685, which is part of Unit 1 and being dedicated to the Yorkville Kendall Fire Department, would not accommodate their building without setback variances. The YKFD's architects have prepared a site plan positioning the building footprint on the parcel and requested Centex to slightly reconfigure the north boundary of Parcel 1685 to accommodate the building position without the need for variances. This modification was accomplished by incorporating into the Plat for Unit 13 a+/- 2000 sq. ft. area to be transferred to the YKFD. The Plan Commission reviewed the revised submittal November 8,2006 and unanimously recommended approval of this final plat. Staff Comments: The Final Plat for Bristol Bay Unit 13 substantially conforms to the approved Preliminary Plan. 82 Wheeler Road •Sugar Grove,IL 60664 TEL:630/466-9360 fe, FAX:630/466-9$80 www.eeiweb.com Engine ering Enterprises, October 31,2006 Inc--. Mr.Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision,Phase 3,(Centex Homes) Bristol Bay P.U.D. Unit 13-Final Plat Review United City of Yorkville,Kendall County,Illinois Dear Mr.Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 prepared by Smith Engineering Consultants, Inc.consisting of 4 sheets and dated October 31,2008. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. All previous review comments have been adequately addressed We, therefore, recommend approval of the Final Plat for Unit 13 as submitted. If you have any questions or comments regarding this review,or require any additional information,please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. t!/v William Dunn, P.E. Senior Project Manager Mark G.Schaller, P.L.S. Project Manager PC: Bart Olson,Assistant City Administrator Travis Miller,Community Development Director Charlie Wunder, Urban Planner KJB/PJH, SEC @ 630-553-7646 Mike Costello,CENTER Homes Joe Marx,CENTEX Homes JTW/JWF, EEI Consulting Engineers Specializing in Civil Engineering and Land Surveying STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE FINAL PLAT OF SUBDIVISION FOR Bristol Bay Unit 13 WHEREAS,the City Council of the United City of Yorkville has considered a Petition to approve the Final Plat of Subdivision for the Bristol Bay Subdivision,Unit 13; and WHEREAS, the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Final Plat of Subdivision; and NOW THEREFORE, upon Motion duly made, seconded and approved by the majority of those members of the City Council voting, the following action is hereby taken by the City Council of the United City of Yorkville: The Final Plat of Subdivision for the Bristol Bay Subdivision, Unit 13 is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this Day of .A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of . A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 ENGINEERING � . INC. rx:.�o ms'0A"�e�e °rue ao�-eea +a» E :HIBIT � ' - � M�II m ON11L MfIGN IMII IN-9NIM COIF,f1E:0.70299 ft$100W 107606 ddO�y N ROT F STAWA00 t!l!050290.01-2 8ATOW LEA DENOTES AREA HERETOFORE „� �B DEDICATED TO THE UNITED sr� CITY OF YORKVILLE FOR PUBLIC RIGHT-OF-WAY s PQ LOT 2053 0.05 AC. L=34.23 (P U. do D.E.) — CENTERLINE R=680.00' to. R� � P.Q. BOUNDARY LINE 1--ON RIGHT OF WAY LINE 8R N8742'08"E ?5• LOT LINE PROPOSED V$ VACATED to' -7 BUILDING SETBACK LINE VV Q P.U.&D.E. p — — — — — — EASEMENT LINE 10' IL P. / LOT 1685 103,239 S.F. 2.37 AC. e GRAPHIC SCALE 57571'19 E ,�. . I (TO BE CONVEYED TO THE 20.00 BRISTOL KENDALL FIRE -t00 100 aoo R= / y . PROECTION DEPARMENT) L-39-21' / d, ro P sy �• / "� ( IN FEET 1%` S14 46'21"W 1 inch = 100 ft. 99 00, 25.00' ~` `Q 20' HERETOFORE ?6� NORTH LINE OF GALENA ROAD DEDICATED PER DOCUMENT NO. 145193 t0' ' 0`D NOTES: • This map was created for use as an exhibit. This mop is not to be used for any construction or stoking purposes without consent from o proper agent of 0048T Smith Engineering Consultants, Inc. LOT 1685 BRISTOL BAY PAJD LNT ONE • This IS NOT a Plat of Survex No assumptions or agreements as to WTI CITY OF YORKVLLF- ownership, use. or possession con be conveyed from this document. KEMALL OCILWY. ILLINOIS • No underground improvements have been located unless shown and noted. • No distance should be assumed by scoling. • This mop is void without original embossed or red colored seal and signature ao I NIMAW o offixed. s 1%10W a MW 9WM a ew T1Tor i SMM ENGINEl WG CONSULTANTS. INC. PLAT PREPARED FOR: I'�IAL PLAT OF SUBDIVISION aw>r+D 9CWM=Wp AM Apr ENTEX HOME S - 2205 POINT i90uLEVARD,SUITE IT!200, BRISTOL BAY P.U.D. ELGIN, ILLENOEs 60123 UNIT 13 �°'°""'"`Mom L"�°"` PROJECT CONTACT: ao racMSII 240)P`r 'j MR.JOE MARX A SUBDIVISION OF PART OF THE S 112 OF SEC 4—J7-7, ,Ear u+r I3 PHONE: (647)783-6300 AND PART OF THE NE 114 OF SECTION 9-37-7, FAX:(847)783-6303 IN THE UNITED CITY OF YORKNLLE, BRISTOL TWp., KENDALL CO., ILLINOIS S17E LOC'r4UM MAP PROLECT CURVE TABLE ap A�� CURVE LENGTH I RADKM CHORD CHORD BEARING d 4684 ras2swv A`17 E• sM4b 51.11 M7-M'4 u MUM n sp 2t s • /nu RAt i u zu Ad C7 S"-4"M / �. P'•/ B.66 w A6 /ALa.I � rA�. RA1 A6uerR1sn4d aa/T d1 - Ca 01] 91.oa C12 141.65_ �' Ao rq C13 a LOT 1704 ( t LOT trot L .. .rr os asaa�oe BRISTOL BAY P.U.D. 'I' I - I LOT 1142 I LIT 1,43 LIT 1144 I LOT 1145 a r '" � y DOC. NO. C5-39532 I ' ST BAY P.UD. LOT 1148 1147 + •G VAYy� LOT 1635 LOT 1000 I I LOT 1139 LIT 1140 LOT t 141 L N [U OC. NC7.IT O�39538 I I ` 4W AMArm 4411 ARM NR LOT 1079 L'-40.96'R-25.00 �Q �T (xmnvvw DWICAWO) -- CH�3653 CB=S42_5525•W _ AWM 244.84'S89°51341AI CH-35.36 CB-N45°OB'26"W� ROr TO SCALE r 16ot119.ENr LOT 1079 SETA'CONCRETE I A ot I AY I LOT,ZO9 LOT 1208 1 LOT 12116 S'F-_ BAQO AAW CA`�RF#TT DETAL 88,4°48 5^N I LOOT 1967 IA�AVi r. rL=,5Ar R=278 00 LOT 1207 187.00 lam►sr. I •g CH�A7 Ci-i 0 42'15-Wl I EAIASSELOar 0M1BS UNS ARE TWWA[UW.ESS ORA RWW N01ED. 1 66.E R ARE APPLAW TO SWdr FAMILY LOT 0UU.Mr. ° R 1 1• xL — , -e—'I " se8.43sT'W I I LOT 1295 RANCH �W YA o'rnWXS T TO SNEer`""NAU BE ! ro 8f Rn 1961 159.96' S134NY Z 14aNrAre 3D'REAR t1�SZa SF. —/ —— o C• W ta' o-�F — 1C P.LL1QE 75d I dt 1 �� �•O 7.5'B.SL- j 1 LOT,M a , LOT ism ry SEE NofE a �� L, ta54v SF. � LOT 294 LOT,9w LOT 1900 td F 1 — — 1 ---11 (� 1 BRISTOL BAY P UD. , �' -- ASaS sr. IL566 s.td to 1 LNT 9 „5 ^ �' I A 11 '1 E �CaWIM LOT _ L� DOC. NO. ------- ^, " � ��, • C td4 �� °01E °°� ar �•� \ OT 1984 , LOT 1203 Jj l_J I J L_-J OM 1 74CL1'W LOT t9 LOT 1963 , LoT 1985 ,$ \ lams a LOT 1971 �� 14468 sr. -1 w AtOO xF./ JO'FRQNT ` LOT 1978 14014 sr PRLwEaTr LWE HOT 110�. \ \ LOT 1982 LOT 1972 A750 IF. ` f ✓ POUND PNN*M PIPE \ •w �' �/��1�� NR 80G Iq 14316 r'v P.O.C.LINT f3 eaP LOT 1981 �" al R h dn� $730 u: i �G souTH taE a'.ac 4-.n->' --- ` 4 , - - N7.6a•r167O.94'E - - - ( --- -- --]B62.26'Nai'W7{E Q• LAa:OF 8-37 \ aid " '" I.ANNDTA71(AV ABBRENAIICIlS B.S.L-BURnwO SET840K L@W GRAPHIC SCALE �\ \ POO-P W T OF 059W RING Poc PFSLDoc.HWNPIPE 1 / \ "l ALL Or PCIIALrc r DRAINAGE EASEMENT S ICY.-STOW RATER UANACEML74T . T.A.E-7E31PYAPARY ACCESS EASEAENT 1 6ffi 1 LE-LANDSCAPE EA.SfA"r moA.-hxwowerS ASSOaA1RW NOSE Only Maw 9W6w Lh.R 1h.. ar Ea..�errt•sne.n m - C:NTERLME R.ear4M s�ad7r-1 Pid ao„1 e'=..r...a. o�ExolES AREA NFxmr 2 nxs PROPERTY a 9rnaw nrE caRpaRaTE LwTS CIF TrrE wATEO ar OF mWHUE !•acl4tlm ars-.6 t.b.wr-- pr.p4r e.w4,i..or ? OEU'G%lE0 ro THE Iea'1m BouAOARr«NE S s/d STEEL RRaQ:s SET s ALL Ex1ER1a4 CORNERS LWLESS oiNERRRSE Nolen. s/B•.. FWAL PLAT CF SLSDNISION Rn. Rnb w..ar.a.r.ants. CITY Rx YOR"l.E MR sTm.RODS NKL BE SET AT ALL AVIMW CORAERS W RW tY McWTHS Y R&RLIM Rar ho1Ar...�a t.w...aa by•dho• PUAW Riafr-F WAY aTOL BAY P�JD. -11..0.4r.un6 inpro arrant.brae 0...mamas-s...aw.. _ —— RRafr OF R1aLr tWE A DAIDW raaS ALOW aAT1E3 ARE ARC DISTANCES UNLESS OA{FRWE MOTO. LM• 13 •w 7. mu, -t.a...,nw.. «p,..,.I 4t-"b. !JM L 1TJ14►fAPY LOT LOW d NO O1ffNSOW SHAU BE AS"4EP BY SCUM YORKVI.LF LLN0S ==-.F=or...RS.L8-,e1pa.-.b....s X O` ANDOO yg7BAQf 4 ALL AREAS 9VAN HEREON ARE NO RE Of LESS m 7hr NEAREST SQUARE FOOT. ar rd affb..& SAGLE FAMLY A Q FA- lOT 6 AaEES 7.FXLS7W0 2LWM 15 R-2 PILD.(LRRTED CITY Or YaWIALLE) Thh PaArhnd.-Nw a.VM f.IM°yR-11 6..h mNLA.. _—.�—_-_ rial4rar far a bauMory--v y-M.w V.,fan.M br: y CITY 4 at JR - FASFIMflfT[fff 8 BEARWGS ARE BASED ON LOCAL OODRVMIE SYSTEL. DUtI W. 811: DALE. Na Clam Tas FARE T. OT a a6 Ra .... — _ —.- EVS WC PROPERTY LRI£ A Sir COMMOTS AND REsuwwYS FOR EASEAIENr P1r0115]aVs NOT SH08N HERE(W. 2 ., tRF �D- 4 S� .0 a.a raM maMY1�.IN thl.OI.L - -WAY 06 20W la A PUBIC UTRITY AND DRAWA(E EASEWNr 6 HEREBY GRANTED OVER ALL OF LOT 2053. AT t.6aR aAY -�,Eiieh Y••m.y Intl. TAG GLOSSA 4 00. 1 -- 04STM RIGHT OF WAY LW a ae rr �.A. R17i \EAT 8d4L 1 OF 4 A LID N/A FINAL PLAT OF SUBDIVISION Smrru u mC. wwmtm BRISTOL BAY P.U.D. , UNIT 13 �L� ""'y°" W-°°"" C(MP.NL OlagffP/haw Sop A SUBDIWSION OF PART OF THE S 112 OF SEC 4-37-7, NLb IAar 13-W AND PART OF THE NE 114 OF SEC7701V 9-37-7, IN THE UNITED CITY OF YORKWLLE, BRISTOL W. KENDALL CO., ILLINOIS Z LOTI204 SUE LIX,..�TlCYV !�P a BRISTOL BAY P.U.D. LNT 7 LOT 1984 ' DOC. NO. 05-39538 _:"or • �., asd,SF 81 LOT 1203 CURVETABLE CURVE LENOTN RADIUS I CHORD CHORD BEARING a 34a1 asm I mi � e3 °m ax s.• LOT 1985 �. .0 a. u aAZT e5.x IGL P IF /� ��� LOT 7202 AL,dry.Ee/ duJJ 3zx r� �/ T I LOT 1201 e 3P.x L0.1.s , 1T' FQ4 m, f a.o •• C9 ass isos a—x.39-_-----�-: �P,� // / LOT 1988 1 g 1 cm un.6 AD aA.s. '(l!1 (ra\es sr. f3¢ 39A4x 3PS.W � fA8'3f 7y F� A/6V15F/ p, ,� \ ` // fy it ,.... • 'emu, jJie�fovJX I py C% SOP'S ASp 35.36 'OTV `�.` \ /i / iiy` 1�E�� T \ �(I I (,. Jl4AG TY4f /8?OI l_ /, LOT 1967 \ ��•G�SN NNY fo• P.O.G LLMT 13 I OT 1981 OT I �\ ��l SM 6 a a, 144.67 N21a4W5M / „ I___ ---- / \ sti.e6'ase o6'3ef --T LOT 1974 LOT 1978 �- --- LOT 1980 /e' am sr., A 7 IF EN � m7RW IAL 6 sTG d-7R•7�-- \ � \ �\ � 0 R. \ i` r � m.yi NaT m stAtE FOUND FDfi Rre ' +t` LOT 1980 Lorr 197 I ap•anc,�Ra■ L' C�a.:•.,,s�aD Sr npa sr: _`1 ,�' LOT 2020 O PLAT PREPARED FOR: PER DOG NO.MIS f i fa' 14"sr.. 1 - 2 BNTKX 140mms tla,�- 2209 POINT BOULEVARD,SPITZ 200, J t �•� , �4ow ryI ELGIN, ILLINOIS 80129 V!' LOT 1968 PROJECT CONTACT: ' \ ID'165M if. LOT 2021 MR.JOS MARX IZ4022 IF I, PNONt:(847)783-8500 LOT 2O2z e�Op s� J FAx: (847)783-8303 DENOTES AREA HEWS \ /� �\ LOT 20X3 ( �/ DI7ll0ATED ro DIE'IIJWTED D.3a W \ , CITY OF MWWIE FW PPUBUC MONT--QF--WAY P.O.B. 13 \ LOT 20244 a„w�,,,. / '+ a loo IF L�Q L-392T R-26.00 a �` Low2IIF..a / CH=35.36CS= '486TYY \ �� �\\ LOT 2028 BOUNDARY LJNE DOW IF l 71P. -- RJDIIl O`'NAY UJE \r fO ? LOT LMIE BUILDING SETBACK VW Aa BRISTOL BAY P.U.D. N - — — — - EMSTWG PROPERTY LNE 'UNIT IO ' EXISTING RIGHT OF WAY LWE DOC. NO ------ \�d 2 G&APHIC SCALE m m LOT 2961 r v •w Ia,ad sF irK 0 — AAILY t tr r at) LAND USE LAND LW AOREAOE rorA� OF �'o TO BE CONVEYED TO SETBACK APD EASB1 B 1T DETAIL f man-m s 9Mp£ AA&Y ac THE UNITED CITY OF 7Y P LO 211 ae. l a p YORKVILLE CBTgS OT zw a ae P t.EASEWJNr D449MO S ARE TIPMAL UACM OR#RWSE NOTED. NOTE ady tl,xs BuMdaq UM RaWadnw«Ea.d•mb 0—on _ I o m ortDalo S ARE APPT m ro s+Nae rAUCr LOT Exa DSrELr. TOTAL WAS ACRES ou a MX I 4:? L0 2AF3 E SIDE YARD SEIAtCK OF 7.5 15 AUONQ.WDI 3 CAR GARAGE AND a fraearlW SabA,bfon Pbt ars,ha,n.harem Ww b prow W O (P.U.t D.E) RANCH HOLES aOIE YARD SEIRAClS A014QNT ro STREET SNAIL BE W�jAng�lb a eowmp a N o L J1SY BRISTOL IONNDALL 1d IXARM/M REAR ea dMgoe aliwld �Mw be.lmotaa LAND�e.n TO BE OMWWD 70 FIRE PROTECIM2N DISK N.,yrxn6otlm a b.owr mp,aaw«P.... .1-”b. Ll r.ANNOTAIM ABOREHAnoms- {. (1!{ bmaiPpO�� aSL-BL/NatRG SE7BAG!LW IT TQ rd P.0 AaE TO'aSL aT (" T. ThI6 8rvy ens Pwt o[8urvy.n wta..t6mal artgnd awa.m PON w POWT OF aEWWVWO Z5 ASE- tSSLLff{YY±±( POC POPJT OF COA&A9WEWDVr V SEE NOTE R 0 Ibb probWW4*W kWe 000famn.m b aanaht MhWb mbV y PU.A aF PRASW UWJrY AND DRAWAGE EASEMENT .mhxnd,kr a ba dwy wwiy ohd aas performed for. S W.U.-SIRM WATER MANAGEMENT 1152E (� cam Nam 1 Wr42'OB'E r 1 Drmp.a Tam e.optlm.,d eta m.unS..w,this Wt..a T.AE 7EIIPORARY AQCESS EASEMENT t 1 LE LAOS(.APE EASEMENT I aSL P.0 P.a ADE - r E 110'CORNER LOT AT ONCE egart.aY tlb«.Pa�Mw aMeh yw may Rh0. I maA-NaEOW"S Assa7 MW 38� I I 5 fo Au 1 P.u. 2 IIAS F"VRTY IS WDMV INE CD%VRATE[AMTS OF INE UNTIED CITY OF YORKWjU-LE LOT 1886 2 S/Ba SIM(PODS SET 1 ALL DRTOMW CORNERS UNLESS OINERMISE NOrLD. S 1 STEEL 8005 NXL BE SET AT ALL WIDOW CORNERS WRAW 12 LAOYD/5 a-REC BRISTOL BAY P.U.D. _J —J L. J L Ram I Bi21 LAT BRAY P DNtSK)N E A 094000W ALONG CARVES ARE ARC DISTANCES UFAMS ODARNLGE NOTED. ,t I LHT f -- TAT - 1 �� q I.. A NO LwL�JSTOrJS srruL BE Assuum BY scALD/a t DOC. NO. 05-39532 TO'P E Sl'R�T _q� YORKVLiP— LLNW 3 A ALL AREAS SHONN WWON ARE MORE OR UMS IV DA•AIEARESr SQUARE FOOT b? ' ( E 7.DaIWG ZOYWO IS R-1 P.Ua OWED CITY OF WRYWDLE) -- A LWDH SPACE W BE OWRW AND MAWTANM BY NOIEOWIERS ASSOCAAWAL 3D'fRQNT fNIN0N8 OMt MIL• PROEM NCI A SWINGS ARE BASED LW LOCAL COORDMWt IE SY57M . I. ae .65 OB lY --CF7X-oB0.301-1 t CID .NIi! tlOfBZ to SEE COVENANrs AND REsimnGHS FOR EASEYENr PROH90NS Nor BHOMN HEREW PRa'ERrY LAVE D.A PREUC UIRJTY AND DRAINAGE EAM"T 6 AEIEBY~7W OVER ALL OF LOT MAT. NOT ro SCALE A LRO H QK Nei mw BCAIfi 2 OF 4 Sld'1'H I NG11MERING CONSULTANTS WC. FINAL PLAT OF SUBDIVISION ,.,,y' A ,o�,�,®' BRISTOL BAY P.U.D. 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LOT tom2 '/LOT 2009� LOT 200M9 _ce q �iwev ff. f ilw SF. ll.�SFi1` A 2010 I Y f w m A:OF = f (Yrm1 LAND f/g wa ACREAGE Ira ACRES ' N Mai M1 I Y OF 1 tl.IB 8777 i � f / _ , / 7, y� NO,E:Oly nwa.ai.lwpLin.ra.aletbn•ar E—t,.how m 1orAt GROSS ACRES ar '�-.l p/f f � q Pi =p. proper ab••n'pvm°, No dbtmm a0•cld b•awrwwd by bar"b a!•d uMw show / / f � .,b h.r.w. : T.AMWTATKM AaMEMNONS- LOT2018 I p (A17NE TABLE hwwn� 4+or,or parn•bn d-"b• • Npn anon m m o•nww t a9.L-BUUDMS SE734CK LINE 'LOT 2017 /'�- • �I q/,F ,hb a PQB 7N]MT OF L YdNY. x Rrm sF / y- =and Plol of Scary an ooid wlNaul agYM wei°u•d Poc w PaMr eF�r J I A LOT 2016 rria9El l l_ o �i cuRVE ►�xcTn+ rsaaus crlo�o w"a0` >erw 0°w"°�.—t Me.&"m.,""^ P.0 d•M1E Pl6LAO UJAU7Y AND OYPA,NAOE EAdT R/a)sF A, p^ ce LSOb Tau. Nerw,4YE atand6roe for•bawd:y ar�wr and wm parfarmM for. SIKH.=STOW N,TER MANAGE6SYr I "`J / L 2016 /l T_�' tb0/ O 39PT x%N 35,36,. 6ad33.3eE Cum HOMES T.A.E 7EWORARY ACCESS EASEMENT / $LOT 2014. I�` l a ♦ c 3a% I240v c�Pa.fa+d•wpttm and Nh rna k*p•M;b Not and I7 L.E.-LANDSCAPE EASEERNT `J L Id . 8,100-F. I y °4J I C6 3599 rsm 3x.%� •C1'35'x3v AT LPIECE opal mY dbvpmaL•M:dr pw may ArA ? MCA.-HOUE0 YERS ASSOpAMw "-./�E.itIOE.,/ _ CIL?w ' f f E7 3927 666 3%36 tsc'40MM i, 2 7T/4S PRCI ERTY is wiFw TN£ca"aATE LWJS O"7NE I/Ar1ED CITY a,Yaw IL?w sF. / ao' rti LOT 2012 / / 37M E%!0 3136 d23'fYWE 3 s/B'sma NODS SET O ALL ornmdr comeRs Lmiw oTNER N01ED. s 87p QQ•S78°l �/ JI awn Si/ LROT 2011 J' f / n pAS scam 7762 3e7vE FNAI. PLAT OF .�I, ICI IJ CIO 26546 9Llm YI3R1214 $TfII.RODS Wl BE SET AT ALL WIDOW CORNERS W7 M 12 MCWINS OF RE A770N ClI �'w �� �' noo�aes7w ♦D9dWWM ALONG CURIES ARE ARC OST.NCES UNLESS o7NERNLSE NO7EA I / I f na wiz• 3 6 : st 1v13 Y VTOL SAY PW. LL NO M ENSIONS SHALL LE AS9dM1D BY SCAINVG `` F / / a. 3eRT x%66 3sa6< 523 It93 V L"T 13 s ALL AREAS SNONN HEREaN ARE MATE.OR LESS 10 77E NEATSSr SQUARE FDD7. / / YCSa c%ql – tl[t101$ 7.E.NSMW zatWB IS R-2 P.U.O(WED CITY CF YMn*J.E) i LOT 2062 3 0°EM SPACE TD HE OPINED AND MAMTM D BY 7KPIAEOWAMS ASSOCIA TIM. 7 I / 1 Otw.W. am NIL a BFARMW ARE BASED aN LOC71L COOROM IF SIS7EM. / :I. aD Jos B CM-060706-4 10 SEE COMV W 7S AND RE57RICFLMS FaN EAsnowr PRoU5�N.4 NOT SNOPIN HMMAL a 9I7: 9CILC 81EkT ft It.A PUBW U71UTY AND DRAINAGE E{SEMEMT AS HEREBY WTANIM OWR ALL OF LOT 2Oa7. f BETCONE.REfE MONINiBIT Arco,NiER as n ORE ABU: w6,E`M`E 3 OF 4 a QD NIA p O n ,1 •�` liiR _' (� � Q :7tf {�C`��i y,6 (' ' ♦ �iYV{ �iPi� ��"� 1 " i41 .. T , $a- s # 8R $ $ s u$� F eV N�$$� $ q, 7F3'36QSa"3 "sY < z � � g eflyg •'� 8 > HA �h � a as � g � a�tc] y~iI rV�.i."i �o� N#� (pn � �# 1I't•.V"�$a �QW �Q�i, I $ i >� �S>�� y� •`iq" �Z�� NA" DVW �p3j��� � C > ~ -IV �jSgQ��� M"' iF� {p�V�q tjpi� ��• g3l IMMUR iOw DZ~ F� C w.tt AN� - y� a .N.N�i RR< AWI; � a Aga sa +i _as s�� � s i 1 111 yQ�! QgA. g y � R V;Rtr�H Ai.fl$ � $� a V 7� w �E�i� va ia� a na {a M` $ }' w v> Iljv� $Si $ kI li -� c 3<R CIF ii R <Qi "' $.,.� .• 7 � f� � �a � - 4 kSw$ .9i � Ali Aa Ir Ago -4 lit, AN 2 IX er �� : Its 41- 4 HOPI ' a �< � $ g peg $ RR` } °Zm Sly€f. 11 M € - mit"11� I glIA 11 1 11 still I WHO- x HO w MIT !IRA '211it€ HIM c A P�� E `,QED C/T` Reviewed By: J2 y 0 Legal ❑ City Council 40 Esr J7r 18 Finance ❑ Engineer ❑ City Administrator Agenda Item Tracking Number �� *£ c ❑ a0 Consultant ❑ PC 2006-73 j<tE Human Resources ❑ City Council Agenda Item Summary Memo Title: Grande Reserve Unit 22—Final Plat City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Final Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: United City of Yorkville Memo �' 800 Game Farm Road EST 1 1836 Yorkville, Illinois 60560 ^�= Telephone: 630-553-8545 �9 INK � O`er Fax: 630-553-3436 Date: November 15, 2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-73 Grande Reserve Unit 22 Request: Final Plat Background: The Plan Commission reviewed the request November 8,2006 and unanimously recommended approval of this final plat. Staff Comments: - The Preliminary and Final Plat is consistent with the approved in the Grande Reserve Subdivision PUD Agreement Exhibit E-1. - At the request of staff,the petitioner has reconfigured the alignment of Bissel Drive to allow for a curve radius of 150 feet—Exhibit E-1 of the agreement depicts a smaller radius curve. 52 Wheeler Road •Sugar Grove,IL 60664 TEL:630/466-9350 it, FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. October 25,2006 Mr.Joseph A.Wywrot,P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville,IL 60560 Re: Preliminary/Final Plat For Grande Reserve Unit 22(Neighborhood 5) United City of Yorkville,Kendall County,Illinois Dear Mr.Wywrot: We have reviewed the Preliminary/Final Engineering Plat for the referenced Grande Reserve Unit 22 prepared by Midwest Technical Consultants,Inc.containing 3 sheets revised September 27,2006 and offer the following comments: FINAL PLAT 1. All blank document numbers and recorded dates should be inserted onto the subject plat prior to recording. 2. All other previous plat comments have been satisfactorily addressed. We recommend approval of this plat as noted above. If you have any questions or comments regarding this review,or require any additional information,please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E.Dunn,P.E. C— Senior Project Manager A4 Z'2 Mark G.Schaller,P.L.S. Project Manager PC: Bart Olson,Assistant City Administrator Travis Miller,Community Development Director Charlie Wunder, Urban Planner Rick Murphy,Pasquinelli Homes,L.L.C. Jim Wallin,Pasquinelli Homes, L.L.C. Russ Olson,Midwest Technical Dwight A.Trostle,CGL Ltd. JWF,EEI Consulting Engineers Specializing in Civil Engineering and Land Surveying STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE FINAL PLAT OF SUBDIVISION FOR Grande Reserve Unit 22 WHEREAS,the City Council of the United City of Yorkville has considered a Petition to approve the Final Plat of Subdivision for the Grande Reserve Subdivision, Unit 22; and WHEREAS, the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Final Plat of Subdivision; and NOW THEREFORE,upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the following action is hereby taken by the City Council of the United City of Yorkville: The Final Plat of Subdivision for the Grande Reserve Subdivision, Unit 22 is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this Day of , A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 c/r{. Reviewed By: J� 0� Legal ❑ City Council tam Finance ❑ Engineer ❑ '— City Administrator Agenda Item Tracking Number ❑ �i r4 Consultant ❑ PC 2006-79 4 ��y� Human Resources t ❑ City Council Agenda Item Summary Memo Title: Caledonia Unit 2—Final Plat City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Final Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: '``o o United City of Yorkville Memo 0 800 Game Farm Road EST `, _T 1836 Yorkville, Illinois 60560 - --` Telephone: 630-553-8545 �� �� p Fax: 630-553-3436 <LE ��'�'• Date: November 15,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-79 Caledonia Unit 2 Request: Final Plat Background: The Plan Commission reviewed the request November 8,2006 and unanimously recommended approval of this final plat. Staff Comments: - The Final Plat for Unit 2 is consistent with the approved Final Plat for Caledonia Subdivision. - At the request of staff,the petitioner has resubmitted Final Plats for individual Units of this subdivision consistent with each phase of development. 52 Wheeler Road• Sugar Grove,IL 60554 TEL:630/466-9350 ftf FAX: 630/466-9580 www eelweb.cam Engineering Enterprises, Inc October 31, 2006 . Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Final Plat of Subdivision, Caledonia Subdivision, Phase 2 United City of Yorkville,Kendall County,Illinois. Dear Mr.Wywrot: We have reviewed the Final Plat for the referenced Caledonia Subdivision prepared by SPACECO, Inc., containing 3 sheets bearing a revision date of October 6, 2006 and offer the following comments: FINAL PLAT OF SUBDIVISION 1. All review comments for our September 21,2006 review letter have been adequately addressed. We recommend approval of this plat, as submitted. If you have any questions or comments regarding this review or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G er, P.L.S. Project Manager PC: Bart Olson,Assistant City Administrator Travis Miller, Community Development Director Charlie Wunder, Urban Planner Brian Ratajczak, P.E., SPACECO, Inc Rich Guerard, Wyndham Deerpoint JWF/JTW, EEI Consulting Engineers Specializing in Clvll Engineering and Land Surveying STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE FINAL PLAT OF SUBDIVISION FOR Caledonia Unit 2 WHEREAS,the City Council of the United City of Yorkville has considered a Petition to approve the Final Plat of Subdivision for the Caledonia Subdivision,Unit 2; and WHEREAS,the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Final Plat of Subdivision; and NOW THEREFORE,upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the following action is hereby taken by the City Council of the United City of Yorkville: The Final Plat of Subdivision for the Caledonia Subdivision, Unit 2 is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this Day of . A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of . A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 bc 4 `,BEd Co. Reviewed By: J� yy 0� Legal ❑ City Council Finance ❑ Es7 1836 Engineer ❑ Agenda Item Tracking Number City Administrator ❑ PC 2006-72 Consultant ❑ LLE Human Resources ❑ City Council Agenda Item Summary Memo Title: Menards—Preliminary and Final Plat City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Preliminary and Final Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: =.,�tio Cyr United City of Yorkville Memo Oo 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LLE �r'�► Date: November 15,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-72 Menards Request: Preliminary and Final Plat Background: The Plan Commission reviewed the request November 8,2006 and unanimously recommended approval of this final plat. Staff Comments: - The proposed plat creates one additional lot by designating a number for proposed Lot 3. The current plat for this addition includes Lot 2 (where the Menards store is located) and Lot 1 is in two separate entities north and south of Lot 2. - The proposed plat increases the size of Lot 2 to allow for an expansion to the Menards store to the south. Staff Recommendation: - The proposed plat is consistent with the concept plan in terms of lot configuration and provides for a `cleaner' subdivision plat, therefore staff recommends approval of the request. STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE PRELIMINARYIFINAL PLAT OF SUBDIVISION FOR Menard's Commercial Commons Fifth Addition WHEREAS, the City Council of the United City of Yorkville has considered a Petition to approve the Preliminary/Final Plat of Subdivision for the Menard's Commercial Commons Subdivision, Fifth Addition; and WHEREAS,the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Preliminary/Final Plat of Subdivision; and NOW THEREFORE,upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the following action is hereby taken by the City Council of the United City of Yorkville: The Preliminary/Final Plat of Subdivision for the Menard's Commercial Commons Subdivision, Fifth Addition is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this Day of , A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville,Kendall County, Illinois this day of ,A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 c/r y Reviewed By: w p Legal F1 City Council , fr Finance ❑ EST. `` 1836 _ Engineer ❑ City Administrator El Agenda Item Tracking Number Off ' 20 Consultant ❑ PC 2006-37 `r'r� Human Resources <LE ❑ City Council Agenda Item Summary Memo Title: O'Keefe—Preliminary Plat City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Preliminary Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: r`,ti0 cir o United City of Yorkville Memo 00 800 Game Farm Road EST. 1 1996 Yorkville, Illinois 60560 �- Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: November 15, 2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-37 O'Keefe Preliminary Plat Request: Preliminary Plat Background: The Plan Commission reviewed the request November 8, 2006 and unanimously recommended approval of this final plat. Staff Comments: - The Preliminary Plat is consistent with the approved O'Keefe Subdivision Annexation Agreement Exhibit C (conceptual lot configuration plan). Engineering/Technical Comments: - The written and graphical scale on sheet one is incorrect. - The zoning of the adjacent properties should be changed from unknown to the current zoning. - The address of the developer should be shown. - All categories of proposed land use should be noted. STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE PRELIMINARY PLAT OF SUBDIVISION FOR O'Keefe Subdivision WHEREAS, the City Council of the United City of Yorkville has considered a Petition to approve the Preliminary Plat of Subdivision for the O'Keefe Subdivision; and WHEREAS, the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Preliminary Plat of Subdivision; and NOW THEREFORE,upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the following action is hereby taken by the City Council of the United City of Yorkville: The Preliminary Plat of Subdivision for the O'Keefe Subdivision is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this Day of ,A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville,Kendall County, Illinois this day of , A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Ebe, Co. Reviewed By: Legal El City Council Mfr Finance ❑ EST. , 1836 Engineer ❑ City Administrator ❑ Agenda Item Tracking Number PC 2006-86 Consultant ❑ y�CE Human Resources ❑ City Council Agenda Item Summary Memo Title: O'Keefe—Unit I Final Plat City Council/COW/Committee Agenda Date: November 21,2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Unit 1 Final Plat Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: C/r o United City of Yorkville Memo 800 Game Farm Road esr. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE �r'�• Date: November 15,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: PC 2006-86 O'Keefe Final Plat—Unit 1 Request: Final Plat Background: The Plan Commission reviewed the request November 8,2006 and unanimously recommended approval of this final plat. Staff Comments: - The Final Plat is consistent with the proposed O'Keefe Preliminary Plat. - At the request of staff,the petitioner has reconfigured the alignment of Water Park Way—Exhibit C of the Annexation Agreement depicts smaller radii on the curves. - The Final Plat excludes Lot 1 —This will be platted as Unit 2 once the necessary right-of-way for Route 47 is determined. October 31, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Raging Waves Final Engineering, Final Plat and Stormwater Management United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced plan submittal: • Final Engineering Plans prepared by Craig R. Knoche & Associates consisting of thirty-two (32) sheets dated October 16, 2006. • Preliminary Engineer's Opinion of Probable Construction Costs for Public Improvements for Raging Waves Water Park prepared by Craig R. Knoche & Associates dated October 16, 2006. • Preliminary Engineer's Opinion of Probable Construction Costs for Onsite Private Improvements for Raging Waves Water Park prepared by Craig R. Knoche & Associates dated October 16, 2006. Final Stormwater Management Report prepared by Craig R. Knoche Engineering, P.C. signed and sealed on October 16, 2006 Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes,. regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. Our recommendations and comments are as follows: CADocuments and Settings\tmi11er\Loca1 Settings\Temporary Intemet Fi1es\0LKD\1wywrot03.doc 1. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered/threatened species or natural areas. b. (IHPA) regarding preservation of cultural resources. c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. Items A, 8, and F should be provided prior to issuance of the Site Development Permit. 2. An Existing Field Tile survey should be provided for review prior to final engineering approval. (Repeat comment with clarification) FINAL ENGINEERING 3. After the appropriate plan revisions have been made, the EOPCC for the public improvements associated with Final Engineering should updated and resubmitted to the City. GENERAL 4. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet _ of 32) per section 6.03.01 of the Subdivision Control Ordinance. (Repeat comment with Clarifacation) GRADING PLAN 5. Proposed slopes along road centerlines and curb lines are required to be a minimum of 0.5%. The area between curb line spot elevations 650.85 and 651.20 located along the west side of the most southern three bus parking stalls does not meet this requirement. (SHEET C2.1) 6. The cross slope of the sidewalk to the east of the second double parking space row from the north side of the parking lot is too steep between spot elevations 652.75 and 652.25 and should be revised. (SHEET C2.1) UTILITY PLAN CADocuments and Settings\tmiller\Local Settings\Temporary Internet Files\0LKD\Iwywrot03.doc 7. The following information should be shown at each location where utilities intersect each other in order to verify that the minimum vertical separation requirements are met: (SHEETS C3.1 to C3.4) • Bottom of pipe elevation of the upper utility • Top of pipe elevation of the lower utility • Watermain lowering (where necessary) without the use of fittings. Also, include a watermain lowering detail if applicable. There are several crossings where the information still has not been provided or the 1.5 ft minimum vertical separation requirements have been met. The engineer should address the following areas: (Repeat comment with clarification) a. The watermain/storm sewer crossing south of storm tee L1. (SHEET C3.1) b. The watermain/storm sewer crossing south of storm tee K1. (SHEET C3.1) c. The watermain/storm sewer crossing north of storm manhole A2. (SHEET C3.1) d. The watermain/storm sewer crossings southeast of storm tees L2 and K6. This relates to previous comment# 16. (SHEET C3.1) 8. A drop structure should be provided at sanitary manhole 115 due to the 3.4 foot drop between the proposed and existing inverts. Also, a drop structure detail should be added to the plans. (SHEET C3.4) PLAN AND PROFILE SHEETS 9. A minimum 120 ft vertical curve should be provided at station 28+90 where the algebraic difference is 4.0 per Figure 2 of the Standard Specifications for Improvements. (SHEET R1.4) 10.The existing centerline profile should be labeled of the Plan and Profile sheets. Water main lowering should be indicated at Sta. 11+15 where conflict exists with the storm sewers. Lowering of water main should be accomplished via pipe deflection without the use of fittings. The storm sewers at the east end of the development should also be shown in the profile. A water main lowering will similarly be required at this location. (SHEETS R1.1 to R1.4) 11.The Contractor should note that it would be advantageous to install the water main lowerings prior to the installation of the storm sewers at the locations noted in Comment #11. GENERAL NOTES AND SPECIFICATIONS 12.Earthwork note# 12 has overlapped text and is illegible. (SHEET C7.1) (Repeat comment) 13.Adjusting rings are limited to a height of 8-inches. The fifth paragraph from the bottom of the page in the Yorkville Watermain specification column should be revised appropriately. (SHEET C7.1) (Repeat comment) CADocuments and Settings\tmiller\Local Settings\Temporary Internet Files\OLKD\IwywrotO3.doc STORMWATER MANAGEMENT COMMENTS: 14.The Off-site Assumptions Worksheet and the off-site portion of the narrative should be revised to reflect the combination of off-site areas 2 and 3. 15.Inlet capacity calculations for the structures receiving flows from the north off-site areas should be included to show that they can safely handle the run-off, and to demonstrate that the run-off does not cause the water elevation over the centerline of the proposed road to exceed 6". 16.The required storage calculations, using the Yorkville Rational Method, are in accordance with Yorkville Ordinance. The required detention volume is 13.03 ac-ft; this volume is to be provided in the Rob Roy regional detention basin. 17.The Engineer should clarify the basis for the Hydraulic Grade Line (HGL) assumption, as well as the normal water elevation found in the off-site portion of the narrative. STORM SEWER SIZING COMMENTS: 18.All structure call-outs in the plans should include the structure's diameter. 19.The Engineer should revise the HGL for pipe 136A. The report currently shows that the HGL is 2.77' above the top of pipe, and 1.06' above the rim elevation at the upstream end of the pipe. 20.The invert for MH-B1 should be revised in the plan set to match the report; the plans show an elevation of 644.09', while the report has the correct elevation of 644.23'. PRELIMINARY PLAT 21.The written and graphical scale on sheet one is incorrect. 22.The zoning of the adjacent properties should be changed from unknown to the current zoning. 23.The address of the developer should be shown. 24.All categories of proposed land use should be noted. FINAL PLAT 25.The title should read "Final Plat of O'Keefe Subdivision Unit One." CADocuments and Settings\tmiller\Local Settings\Temporary Internet Fi1es\0LKD\Iwywrot03.doc 26.The dimension from the point of commencement should be shown in feet and decimal parts thereof. 27.The size and type of monuments set at all interior lot corners should be shown at their proper locations or described by a general note. 28.A minimum of 2 concrete monuments should be set on the exterior of the subdivision. The location should be shown on the plat. 29. All monuments, either placed or recovered, that control the location of the subdivision boundary should be shown to include size, type, and monument record information if applicable. 30. The existing width of the Route 47 right of way should be labeled. 31. Any offsite utilities servicing this subdivision, and not already in an easement, should be placed in easements. The easements may be granted on the final plat of subdivision or by a separate document. 32.Any village or public utility servicing this subdivision should be placed in an easement. 33. The following certificates should be included on the plat: Illinois Department of Transportation, County Supervisor of Highways, City Clerk, City Engineer, School District Certificate, Drainage Overlay Certificate. The approved certificated and easements provisions will be emailed to surveyor. 34. Easements should be placed along the sides and rear of all lots. 35. All lots should have a 50' minimum front building setback. 36. All lots should have a side yard building setback of 20'. 37. The east lines of lots 2 and 3 should have 30' building setbacks if the adjoining property is a residential zone. 38. A 20' parking setback should be provided along all Arterial Roadways. 39. The minimum right of way width in the B-3 business district should be 80'. 40. All lots should have a 20' rear building setback line. 41. All lots should be consecutively numbered in each unit. Unit one should contain lots 1 and 2. 42.Lots 1 and 4 should not be shown on this plat if they are future lots and not part of this unit. CADocuments and Settings\tmiller\Local Settings\Temporary Intemet Fi1es\0LKD\Iwywrot03.doc 43.The Rt. 47 right of way can not be dedicated on the plat. The State requires it to be granted by warranty deed. 44.A line should be added separating the proposed Rt. 47 right of way and the Village's right of way on Waterpark Way. 45.The dimension of"100.41", along the east line of Rt. 47, does not match the legal description distance of"100.38". 46.The 5' sidewalk and Utility Easement should be revised. The village requires a 10' Public Utility and Drainage Easement along all right of ways CONCLUSION Our review of this project will continue upon the receipt of revised plans and associated documents. If you have any questions regarding the above or require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager P.C.: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Charlie Wunder, Urban Planner Craig R. Knoche & Associates Jim Urhausen , for Lundmark Group, L.L.C. JWF - EEI CADocuments and Settings\tmiller\Local Settings\Temporary Internet Fi1es\0LKD\Iwywrot03.doc STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING THE FINAL PLAT OF SUBDIVISION FOR O'Keefe Subdivision Unit 1 WHEREAS,the City Council of the United City of Yorkville has considered a Petition to approve the Final Plat of Subdivision for the O'Keefe Subdivision, Unit 1; and WHEREAS, the City Council of the United City of Yorkville has received a positive recommendation from the Plan Commission of the United City of Yorkville recommending approval of said Final Plat of Subdivision; and NOW THEREFORE,upon Motion duly made, seconded and approved by the majority of those members of the City Council voting, the following action is hereby taken by the City Council of the United City of Yorkville: The Final Plat of Subdivision for the O'Keefe Subdivision, Unit 1 is approved as presented and all appropriate City officials are hereby authorized to execute same subject to staff review and conditioned on adjustments consistent with the staff review. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville,Kendall County, Illinois,this Day of . A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville,Kendall County, Illinois this day of ,A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 CO. Reviewed By: Jy 0 City Council -0 Legal ❑ sr. J7� tee Finance ❑ � -- Engineer ❑ Agenda Item Tracking Number City Administrator E] g g Consultant ❑ PC 2006 PG Human Resources ❑ CE City Council Agenda Item Summary Memo Title: Edward Health Ventures—Concept PUD Plan City Council/COW/Committee Agenda Date: November 21,2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Concept PUD Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: 2`�Eo Co.o United City of Yorkville Memo J ¢ f On 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �79 �« p� Fax: 630-553-3436 �2 <LE % Date: November 15,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering Subject: Edward PUD Concept Plan Request: Concept PUD Background: • Plan Commission reviewed the request for Concept PUD plan approval November 8,2006 and motion to recommend approval of Concept PUD with preservation of wooded area of the property- 5 yes; 0 no; 1 abstaining General Comments The property is currently zoned R-2, R-4, B-1 and M-1 based on an April 14, 1983 annexation agreement and zoning determined at that time. The proposed PUD includes predominately medical center oriented uses with a 5 acre commercial outparcel and 30 single family lots ranging from 12,000 to 50,000 square feet. Based on the mix of land uses proposed for this property, the PUD zoning classification would be appropriate. Comprehensive Plan Recommendations for Property The uses proposed substantially comply with the recommendations of the Comprehensive Plan. The Comprehensive Plan Land Use Plan for the area recommends Commercial Use near the intersection of 71 and 126(approximately the eastern 1/3 of the property), Transitional Neighborhood west of the commercial(approximately the central 1/3 of the property), and Suburban Neighborhood(gross density 1.5-2.25 units per acre) on the western 1/3 of the property. PUD Concept Plan Comments 1. The existing Wildewood Subdivision currently has only one means of ingress/egress. The plat for Wildwood includes two street stubs into this property which the Concept PUD proposes to extend. However,there will still be only one means of ingress/egress. Staff recommends requiring a minimum of one additional access from the residential component of the plan to a public road. This could be accomplished with an emergency access. 2. The proposed 5 acre outlot is adjacent to residential uses to the west and is located in an area recommended to be residential use by the Comprehensive Plan. Based on the configuration proposed by the Concept PUD plan,the comer location would be an appropriate site for commercial use,however. Staff recommended limitations to the B-3 uses permitted by the zoning ordinance to ensure this commercial use is appropriate in terms of intensity which the petitioner addressed in an exhibit to the Concept PUD narrative. 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 ft, FAX:630 14116-9380 www.eeimb.com Engine®ring Enterprlses, Inc. October 19, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Edward Healthcare Center Concept Plan and Zoning Exhibit United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the following items that were forward to our office for review and comment: ➢ Aerial Exhibit of Edward Healthcare Center Yorkville prepared by Schoppe Design Associates, Inc.dated October 5, 2006 ➢ Conceptual P.U.D. Plan for Edward Healthcare Center Yorkville prepared by Schoppe Design Associates, Inc. dated October 5, 2006 ➢ Zoning Exhibit prepared by Smith Engineering Consultants, Inc. sealed and signed on October 6, 2006. We offer the following comments: P.U.D. CONCEPT PLAN 1. The concept plan has properly identified the potential connection locations for water and sewer service. It should be noted that this site falls in two pressure zones, Zone#3 and Zone#4, for water supply. The break point between these zones is identified as being a ground elevation of 715.00. 2. The developer has been asked to develop sewer and water use projections to serve as a basis of design for preliminary and final engineering. Consulting Engineers Specializing In Civil Engineering and Land Surveying 3. All access points and proposed highway improvements for Route 71 & Route 126 shall be reviewed and approved by the Illinois Department of Transportation. 4. No further comments. ZONING EXHIBIT 5. No comments. We recommend the approval of the Edward Healthcare Center P.U.D. Concept Plan and Zoning Exhibit as submitted If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager PC: Bart Olson, Assistant City Administrator Travis Miller, Economic Development Director Charlie Wunder, Urban Planner Eric Granrud, SEC Jim Tiller, Edward Health Ventures JWF,EEI GAPublic\Yorkville\2006\Y00639 Edwards Hospital(Route 126&Route 171)\D0c\lwywrot01Concept.do0 November 16, 2006 Travis Miller John Wyeth Lisa Pickering United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Edward Health Ventures Dear Ladies and Gentlemen: Enclosed please find a copy of the proposed draft of the Amended Annexation and Restated Planned Unit Development Agreement for the Edward Health Ventures Petition for your review. Should you have any questions or concerns please feel free to contact me. Very truly yours, Daniel J. Kramer, Attorney at Law DJK/cth Enclosure cc. William Kottmann Paula Albright Hank Stillwell STATE OF ILLINOIS ) DRAFT November 16, 2006 COUNTY OF KENDALL ) AMENDED ANNEXATION AND RESTATED PLANNED UNIT DEVELOPMENT AGREEMENT TO THE UNITED CITY OF YORKVILLE FOR FOX VALLEY FARM PARTNERSHIP,AN ILLINOIS PARTNERSHIP AND EDWARD HEATLH VENTURES,AN ILLINOIS NOT-FOR-PROFIT CORPORATION THIS AGREEMENT is made and entered into this day of , 2006 by and between THE UNITED CITY OF YORKVILLE,Yorkville, Illinois, a municipal corporation, located in Kendall County, Illinois(hereinafter referred to as"City'), FOX VALLEY FARM PARTNERSHIP,AN ILLINOIS PARTNERSHIP, (hereinafter referred to as OWNER), and EDWARD HEALTH VENTURES, AN ILLINOIS NOT-FOR-PROFIT CORPORATION of the County of DuPage, State of Illinois (hereinafter referred to as "DEVELOPER"). WITNESSETH WHEREAS, OWNER is the OWNER of real property which is the subject matter of said Agreement comprising approximately 92.26 gross surveyed acres,more or less, and is more particularly described in the attached Exhibit"A",which is attached hereto and incorporated herein by reference and is herein after referenced as the"SUBJECT PROPERTY"; and WHEREAS,the subject real property is located within the corporate boundaries of the CITY; and is not located within the corporate boundaries of any other municipality; nor is any portion thereof classified as flood plain; and WHEREAS,the SUJECT PROPERTY and other real property still owned by the 1 OWNER was previously annexed to the CITY, and was previously zoned pursuant to CITY ORDINANCE; and WHEREAS, OWNER and DEVELOPER desire to re-zone the SUBJECT PROPERTY described in Exhibit"A" as a Planned Unit Development, permitting the development of the SUBJECT PROPERTY for B-2 General Business District uses and Single Family Residential uses as set out and demonstrated in Exhibit`B" attached hereto and incorporated herein by reference and which is entitled"Concept Plan" as prepared by Schoppe Design and dated 2006; and WHEREAS the CITY and its Plan Commission has considered the Petition to Re-Zone the SUBJECT PROPERTY, and the CITY Council has heretofore approved the proposed land use and the zoning of the same at the request of OWNER and DEVELOPER and the CITY for B- 2 General Business District and R-2 One Family Residence District; and WHEREAS, OWNER and DEVELOPER have presented, and the CITY has considered, the Concept Plan for the SUBJECT PROPERTY herein described in the attached Exhibit"A" as B-2 General Business District and R-2 One Family Residence District to be in compliance with the CITY COMPREHENSIVE PLAN and the contemplated development of which will be a desirable addition to the CITY in order to provide health care services; and WHEREAS, all parties to this Agreement desire to set forth certain terms and conditions upon which the land heretofore described will be zoned and developed in the CITY in an orderly manner, and WHEREAS, OWNER and DEVELOPER and their representatives have held a Public Hearing on November 8, 2006 in front of the CITY Plan Commission and in front of the CITY 2 Council on . 2006, and prior to the execution of this AGREEMENT; all of said Public Hearing Notices, were duly published and public hearings was held to consider this AGREEMENT, as required by the statutes of the State of Illinois in such case made and provided. WHEREAS, in accordance with the powers granted to the CITY by the provisions of 65 ILCS 5/11-15.1-1 through 51.1-5, inclusive,relating to Annexation/Planned Unit Development Agreements, the parties hereto wish to enter into a binding agreement with respect to the future zoning and development of the SUBJECT PROPERTY and to provide for various other matters related directly or indirectly to the development of the SUBJECT PROPERTY in the future, as authorized by, the provisions of said statutes; and WHEREAS,pursuant to due notice and publication in the manner provided by law,the appropriate zoning authorities of the CITY have and such public hearing and have taken all further action required by the provisions of and the ordinances of the CITY relating to the procedure for the authorization, approval and execution of this Annexation Amendment/ Planned Unit Development Agreement by the CITY. NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained, the parties agree, under the terms and authority provided in 65 ILCS 5/11- 15.1-1 through 65 ILCS 5/11-15.1-5, as amended, as follows: 1. A. ZONING. The CITY shall adopt an ordinance re-zoning the SUNJECT PROPERTY described herein in the attached Exhibit"A"; subject to the further terms of this Agreement as a Planned Unit Development,permitting the land uses set out as B-2 General Business District and specifically the following medical related uses of DEVELOPMENT, from —3— the Permitted Use List attached hereto and incorporated herein as Exhibit"C"to this AGREEMENT; and to permit Single Family Residence uses in the areas depicted on Exhibit`B" attached hereto pursuant to the CITY R-2 General Residence District . 2. The granted zoning shall allow the uses, size, density, area, coverage, and maximum building heights as set forth on for the B-2 General Business District And where applicable for residential purposes as set forth in the R-2 One-Family Residence District. (i) That the SUBJECT PROPERTY shall be developed in substantial conformance with the attached Concept Plan, which is incorporated herein and made a part hereof by reference as Exhibit`B", as prepared and dated , 2006 (However re-oridentation of building foot prints or internal roadway or drive locations within the CITY Platting process shall be considered minor modifications that will not require further public hearing.. (ii) (a) DEVELOPER shall be responsible for providing landscaping, in conformance with CITY standards along all perimeter boundaries of the SUBJECT PROPERTY including preserving as much of the tree line along the West boundary of the property as is possible. No permanent trees covering utilities shall be planted on the right-of-way adjacent to the SUBJECT REAL PROPERTY. (b) DEVELOPER shall establish the landscape buffer along Illinois State Routes 126 and 71 behind the proposed Right-of-Way expansion line as provided by the Illinois Department of Transportation prior to Final Plat Approval. If said expansion line is not provided by the Illinois Department of Transportation prior to Final Plat Approvals, DEVELOPER may rely upon existing record Right-of- Way Lines. —4— (iii) OWNER and DEVELOPER agree that OWNER and DEVELOPER shall be permitted to conduct the uses on the SUBJECT PROPERTY that are excerpted from the United CITY of Yorkville Zoning Classification for O-Office District,B- 1 Limited Business District,B-2 General Business District, and any similar permitted uses within those Districts that the CITY may create in the future; although OWNER/DEVLOPER agree they shall not be permitted to conduct on site any permitted uses which have been omitted from the current United CITY of Yorkville Zoning Ordinances as are in effect as of the date of the approval of this Agreement by the United CITY of Yorkville. The specific list of permitted medical uses is as set out in Exhibit"C"attached hereto and incorporated herein by reference. (iv) That in all other respects,the subject development shall be in conformance with the terms and conditions of the Yorkville Zoning Ordinance, Subdivision Control Ordinance, and all other applicable Ordinances. (v) DEVELOPER shall establish a Thirty(30')Foot front building setback line for principal structures,but OWNER and DEVELOPER may install parking, signage, and landscaping in said setback. B. The DEVELOPER, and its successors, and assigns hereby agree that prior to issuance of a building permit on the subject parcel, a site development plan shall be submitted and approved by the CITY Council of the United CITY of Yorkville, as well as DEVELOPER complying with the CITY Preliminary and Final Platting process. 3. CITY'S AGREEMENTS. -5- A. (i) The CITY agrees that due to the nature of the non-residential use and zoning classification of the B-2 portion of the SUBJECT PROPERTY, OWNER and DEVELOPER have no obligation to pay School Transition Fees, School Land-Cash Fees, Park Land Cash Fees, or Municipal Building Fees. (ii)As to the residential portion of the SUBJECT PROPERTY, all customary and normal fees as are required to be paid pursuant to the United City of Yorkville Ordinances shall be paid at time of Final Plat Approval or upon application for building permits as are set out respectively in applicable City Ordinances. B. DEVELOPER shall be required by THE UNITED CITY OF YORKVILLE to hook-on to the CITY water or Sanitary Sewer System at the time of improving the SUBJECT PROPERTY and upon CITY approval of this Annexation Agreement, and shall be responsible for main extensions to the SUBJECT PROPERTY if said mains do not touch the SUBJECT PROPERTY. C. In the event DEVELOPER is required to financially participate and improve the main North/South entrance as to Collector Street to provide access to the commercial portion of the subdivision, and/or to provide signalization and on or off-site improvements to Illinois State Routes 126 or Route 71 CITY agrees to enact and pass: 1) Recapture Agreement for Road and Signalization Improvement Agreement and Ordinance apportioning the cost and payment responsibilities of DEVELOPER and any benefiting adjacent properties for the cost of said improvements as well as apportioning the cost thereof between DEVELOPER, the CITY, and the Illinois Department of Transportation; and 2) Permit an Economic Incentive Agreement to be requested by DEVELOER as to —6— any portion of the on and off-site, signalization on-site or collector costs not so recovered under paragraph(A) above pursuant to such an Agreement out of/Z of any Sales Tax Receipts from users on the subject site inconformity with the United CITY of Yorkville Commercial Incentive Policy. 3. RIGHTS AND OBLIGATIONS OF SUCCESSORS AND ASSIGNS. It is specifically understood and agreed that OWNER and DEVELOPER and their successors and assigns shall have the right to sell transfer,mortgage and assign all or any part of the SUBJECT PROPERTY and the improvements thereon to other persons, trusts,partnerships, firms, or corporations, for investment,building, financing, developing and all such purposes, and that said persons, trusts,partnerships, firms, or corporations shall be entitled to the same rights and privileges and shall have the same obligations as OWNER and DEVELOPER under this Agreement and upon such transfer, the obligations pertaining to the property transferred or sold shall be the sole obligations of the transferee, except for any performance bonds or guaranties posted by OWNER on any subdivided or unimproved property for which an acceptable substitute performance bond or letter of credit has not been submitted to the CITY. 4. TIME OF THE ESSENCE. It is understood and agreed by the parties hereto that time is of the essence of this Agreement and that all of the parties will make every reasonable effort,including the calling of special meetings,to expedite the subject matter hereof It is further understood and agreed by the parties that the successful consummation of this Agreement requires their continued cooperation. 5. COVENANTS AND AGREEMENTS. The covenants and agreements contained in this Agreement shall be deemed to be covenants running with the land during the term of this —7— Agreement shall inure to the benefit of and be binding upon the heirs, successors and assigns of the parties hereto, including the CITY, its corporate authorities and their successors in office, and is enforceable by order of the court pursuant to its provisions and the applicable statutes of the State of Illinois. 6. BINDING EFFECT AND TERM. This Annexation Agreement shall be binding upon and inure to the benefit of the parties hereto, and their successors and OWNERS of record of land which is the subject of this Agreement, assignee, lessees, and upon any successor municipal authorities of said CITY, so long as development is commenced within a period of twenty years from the date of execution of this Agreement by the CITY. No Covenant or Agreement shall become binding on OWNER until DEVELOPER hereunder has closed the purchase of the SUBJECT PROPERTY by DEVELOPER from OWNER. 7. NOTICE. Any notices required hereunder shall be in writing and shall be served upon any other party in writing and shall be delivered personally or sent by registered or certified mail,return receipt requested,postage prepaid, addressed as follows: If to the CITY: CITY Clerk 800 Game Farm Road Yorkville, IL 60560 With a copy to: John Wyeth 800 Game Farm Road Yorkville, IL 60560 To OWNER: Fox Valley Farm Partnership Dr. William Davis 11615 N. River Road Plano, IL 60545 With a copy to: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 —8— To DEVELOPER: William G. Kottmann, Edward Health Ventures 801 S. Washington St. Naperville, IL 60540 With a copy to: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville,IL 60560 Attorney Hank Stillwell 300 E. Roosevelt Rd, Ste 300 P.O. Box 786 Wheaton, IL 60189 or to such other addresses as any party way from time to time designate in a written notice to the other parties. 8. ENFORCEABILITY. This Agreement shall be enforceable in any court of competent jurisdiction by any of the parties hereto by an appropriate action of law or in equity to secure the performance of the covenants herein contained. In the event any portion of said agreement becomes unenforceable due to any change in Illinois Compiled Statutes or court decisions, said unenforceable portion of this Agreement shall be excised here from and the remaining portions thereof shall remain in full force and effect. 9. ENACTMENT OF ORDINANCES. The CITY agrees to adopt any ordinances which are required to give legal effect to the matters contained in this Agreement or to correct any technical defects which may arise after the execution of this Agreement. IN WITNESS WHEREOF,the undersigned have hereunto set their hands and seals this —9— day of UNITED CITY OF YORKVILLE By: Arthur F. Prochaska, Jr., Mayor Attest: CITY Clerk Dated: OWNER: By: Attest: Dated: DEVELOPER: By: Attest: Dated: Prepared by and Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 —10— e EDWARD H y0kXVMLz Yorkville, Illinois NORTHERN TRUST No. 36970 FUTURE FULL ACCESS TO MCKENNA PROPERTY _ SHADE TREE CROOKED CREEK WOODS t EVERGREEN TREE RT.71 23'BERM SUBDIVISION /X,/ ORNAMENTAL TREE 8WM FLOWERING SHRUB ROUTE 71 n LANDSCAPE BUFFER-SECTION c �r M.O.d. S.W.M. ��6 FUTURE FULL ACCESS 5A AC - 1h, ON TO MCKENNA PROPERTY EXISTING TREES CROOKED CREEK WOODS ® 3 TO BE PRESERVED _ n LANDSCAPE BUFFER C, 6ok:V.40' - - HELIPORT �— 1.0A ♦ REALIG t is/ �1\ NFO ROU L XU ROUTE 71 \ PARKING _- .\/ .T DECK \\ <� .o.e. 2 ROUTE 71 LANDSCAPE BUFFER 30-SINGLE FAMILY LOTS = = 12,000 SF.•60,000 SF. "'�• POSSIB \ 1 s' / FUTURE HOSPITAL -- - 600 BEDS PARKING • un DECK NOTES: 1.Sanitary sewer sam"will be provided to the residential portion of the devebpm RAINTREE C� from an existing 6-sewer stub located in the Wildwood Subdivision.The balance of me site will be"mad from an extension of the Commonwealth Edison interceptor. SUBDIVISION m • ''A 2.Water sam"will be provided to the residential portion from an extension of the -_•, --- �' existing water main In the Wlidwood subdivision.The balance otthe site will have water service provided from the Country Hills water main and possibly the Ralotrae WILDWOOD subdivision. SUBDIVISION , 3.The proposed development lies adjacent to two state highways that have sufficient / \ •` capacity to aowmrwdate additional traffic throughout the day.An anticipated 1007 7 realignment and signaltrriion of the State Route 126 intersection with State Route 71 FITNESS will potentially ease any existing traffic congestion on the regional highway system.The CENTER ' , cornimmial portion of the development is served by entrance locations that am signed with existing intersections and planned transportation facilities such as the pending �-J� 'r�O J COUNTRY HILLS frontage roads along Route 126 and Route 71.Extension of Meadow Rose Lane and / Uv" 1�•� Candlebemy Lane public roadways will provide access to the residential por ions of the proposed development.The requirements for vehicular access points,traffic analysis, �C \ and improvements to state roads will be subject to IDOT coordination and approval. 4.Per FIRM maps,no areas of the site am within the 100 year flood plain. t \ I 5.The rralmity of the site is agricultural crops.An approximately 20 acre wood lot s Q / axiste along the western portion of the site.Along Rt.71 Including the tamutead site, PRESERVE EXISTING TREES a and Rt.126,them is existing fence row vegetation. g / 8.Property owner is Fox Valley Farm Partnership. FOR HOSPITAL ENTRY si 9 A � PREPAIrfiO FOR: PREPARED BY: 5° 200 `°°' E'WA p SCHOPPE DESIGNASSOCIATES,INC. CONCEPTUAL P.U.D. PLAN I I NO"" HEALTH SERVICES CORPORATION Landscape Architecture and Land Planning s r 0' Graphic c- Date: October 05,2006 801 South Washington Street 126 S.MAIN ST. PH.(630)551-3355 I Scale:1"-1100' Naperville,IL 60540 OSWEGO,IL 60543 FAX(630)551-3639 t of t - ,! I it k t r NO ST _ NORTHERN TRUST -- �N >P No. 36970 NORTHERN T UST _ I No 4{ . -- L P. . 3697 669• GTE •- " CRIO ACED CREEK l!wQO llBDIISION_ 5 _ k Bit t ` \ j JIFFY F a x �' 1 1 jtti f � yi}, `. EXISTING 1 L.P. WOOD LOT / ` \ 708• MQ Ro ,���` " . H.P. �2s A �' 7az ,P r~ � - v t / ,y J , IL �.�' �= U % r.. t ;,,r. T,,.. S ,, ,'s..\ .i,t iT' �� III :.\ '•�\ Y J \t .Cp m �R RA TREE - 1�r t s1,t i-" _ 'S S USDIVI ION a• 2 s� PRAM11 - ,�0� Ri�i:' '.. '..-__ �� �� ✓'�. f1�' _Qaa,'� f, - : � P r4� 11 - - i r�I :I t� C x \y � I I 10D, 400' 800' EDWMD SCHOPPE DESIGNASSOCIA TES,INC AERIAL EXHIBIT 1:nzza�_ HOSPITAL&HEAITH SERMCES Landscape Architecture and Land Planning C, 200' G.pht�S�M. Date: Oct.5,2006 801 South Washington Street 126S.MAMST. PH.(630)551-3355 Scale:1"-2DO' Naperville,IL 60540 OSWEGO,IL 6,0543 FAX(630)551-3639 Ew--4 11 C/y.� Reviewed By: Legal ❑ City Council ESr Finance ❑ �= ` Engineer ❑ City Administrator El Agenda Item Tracking Number 9 ?O Consultant ❑ PC 2006-64 SCE v� Human Resources ❑ City Council Agenda Item Summary Memo Title: Towns at Windett Reserve—Annexation, Concept and Preliminary PUD City Council/COW/Committee Agenda Date: November 21,2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of Annexation, Concept PUD and Preliminary PUD Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: '0'o clT c United City of Yorkville Memo J A 800 Game Farm Road Esr 1 _ ,ens Yorkville, Illinois 60560 Telephone: 630-553-8545 �� py Fax: 630-553-3436 �LCE Date:November 16,2006 To: EDC/COW From: Travis Miller, Community Development Director Cc: Lisa Pickering, Deputy Clerk Subject: PC 2006-64 The Townes at Windett Reserve-Annexation,Zoning Concept PUD and Preliminary PUD Plan Background The Plan Commission considered this request and made the following actions October 11, 2006: motion to recommend Annexation—5 yes; 0 no motion to recommend PUD zoning—5 yes; 0 no motion to recommend Concept PUD Plan approval—5 yes; 0 no motion to recommend Preliminary PUD Plan approval—5 yes; 0 no Annexation The property is contiguous to the City at the north(Windett Ridge Subdivision and consists of 91.8 acres. A marked-up agreement reflecting staff comments is attached to this report. Please note: Section 5-13 of the agreement contemplates a revision to the current Windett Ridge agreement in terms of the Land Cash contribution. Staff has recommended to the petitioner to obtain written approval/acceptance of the arrangement contemplated. Comprehensive Plan Recommendations The Land Use recommended is Suburban Neighborhood(gross density 1.5-2.25 units per acre)with Park/Open Space use across the north east corner of the property. The proposed Concept PUD and Preliminary PUD plans include a gross density of 2.05 units/acre. The Comprehensive Plan suggests that developments within the Suburban Neighborhood areas requesting above 2.0 units per acre shall illustrate compliance with the Design Guidelines chapter of the Comprehensive Plan. In addition,the developer must also demonstrate their ability to add specific improvements such as: - Assist with funding offsite City infrastructure improvements. o Staff comment: The City has been in discussions with Wiseman Hughes and other developers along the 47 corridor regarding necessary water and sanitary sewer service expansion necessary to serve the area. Currently,the City is requesting front funding to cover necessary engineering costs to design this infrastructure and will require future financial participation to implement. Language in the annexation agreement specific to Wiseman Hughes' contribution is currently being discussed with the petitioner. Integration of architectural standards that exceed the requirement of the City's current appearance codes and architecture standards o Staff recommendations: require the following increased standards: • Incorporate masonry product on the front facade of 100%of buildings in the community(current code requires 75%) • Require 75%of the said front facade to incorporate masonry product(current code requires 50%) • Require all other building sides(not front facade)to incorporate 25%masonry product(current code does not require) • Require each building to include a minimum of 5 Major Architectural Features (defined by the appearance code) without credit for facade coverage area—beyond 5 would be eligible for credits as described by the current appearance code. - Landscaping(i.e. increased landscape buffers,planting) o Staff recommendations: • Incorporate additional bufferyards as recommended by Laura Haake October 5 staff report. Bufferyards between buildings with rear orientation to Street `A' should be required to adhere to the `Landscaping Adjacent to Primary and Secondary Arterials and Collector' with the addition of a 3' high berm. • Increase the Lot Landscaping requirements to include 3 trees and 20 shrubs for every four units (current code requires 2 trees and 15 shrubs) Increased allocation of open space beyond City requirement o Staff comment: ■ The proposed plan exceeds City requirement including a combined school/park site. Staff recommends no additional requirements beyond petitioner proposal are necessary. Revised 11/15/06 STATE OF ILLINOIS ) COUNTY OF KENDALL ) ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT (THE TOWNS AT WINDETT RIDGE SUBDIVISION) NOW COMES "OWNER/DEVELOPER", WISEMAN-HUGHES ENTERPRISES, INC., AN ILLINOIS CORPORATION,hereinafter referred to as"OWNER/DEVELOPER"of certain real property hereinafter referred to as "Subject Property" legally described in the attached Exhibit "A"and the UNITED CITY OF YORKVILLE,AN ILLINOIS MUNICIPAL CORPORATION, hereinafter referred to as "CITY", do hereby enter into this Annexation and Planned Unit Development Agreement,hereinafter referred to as "Agreement"to supplement and in addition to the Petition for annexation and zoning pursuant to the CITY Zoning Ordinance, Subdivision Control Ordinance and drawings submitted therewith to be approved by the City Council of the CITY upon the following terms and conditions and in consideration of the various agreements made between the parties agree as follows: CITY and OWNER/DEVELOPER are sometimes hereinafter referred to individually as a"Party and collectively as the"Parties". 1. WHEREAS,each party agrees that it is in the best interest of the OWNER/DEVELOPER and the CITY to develop the Subject Property described in the attached Exhibit"A"as a Planned Unit development establishing a unique open space character with green areas and recreation improvements in conjunction with the CITY and to provide for the orderly flow of traffic throughout the development;and Deleted:123263_2 123263/2123263/2windett reserve-PUD Aereement 11 15 04 Revised 11/15/06 2. WHEREAS, each party agrees that it is in the best interest of the local governmental bodies affected and OWNER/DEVELOPER to provide for specific performance standards in the development of the Subject Property;and 3. WHEREAS, OWNER/DEVELOPER desire to annex the Subject Property to the CITY for the purposes of developing one contiguous Planned Unit Development known as The Towns at Windett Ridge Subdivision;and 4. WHEREAS, all public hearings, as required by law, have been duly held by the appropriate hearing bodies of the CITY upon the matters covered by this Agreement;and 5. WHEREAS, the CITY and OWNER/DEVELOPER have given all appropriate notices due to be given pursuant to applicable provisions of the Illinois Compiled Statutes and the CITY code;and 6. WHEREAS,each Party agrees that a substantial impact will be had on the services of the CITY and the Yorkville School District,hereinafter referred to as"School District", by developing said Subject Property;and 7. WHEREAS, the OWNER/DEVELOPER has agreed to perform certain conditions substantially above those requirements mandated by the CITY; which are binding under the terms of this Agreement to be performed as to the Subject Property;and 8. WHEREAS, the CITY, after due and careful consideration, has concluded that the execution of this Agreement subject to the terms and conditions of this Agreement, the rezoning, subdivision and development of the Subject Property as provided for herein, will inure to the benefit and improvement of the CITY in that it will increase the taxable value of the real property within its corporate limits, promote sound planning and Deleted:123263_2 123263/2123263/2windett reserve-PUD Agreement 11 15 04_ --------------------- ------------------ 2 Revised 11/15/06 development of the CITY,and will otherwise enhance and promote the general welfare of the people of the CITY. NOW THEREFORE, in consideration of the foregoing preambles and mutual covenants and agreements contained herein,the parties agree as follows: 1. Zoning: The subject property shall be re-zoned under the Zoning Ordinance of the CITY as a Planned Unit Development as set out in the attached Preliminary PUD Plat and Plan as Exhibit `B" and zoning legal description as Exhibit "C", for Single Family and Multifamily uses, and shall be developed in general conformance with the applicable CITY ordinances as time to time amended in a non discriminatory fashion as to all developments within the CITY. To the extent any modification or creation of a new CITY ordinance would cause an inability to comply with any provision of this Agreement, the controlling document shall be this Agreement, including the attached exhibits, over any revision to the CITY'S ordinances. The density,minimum lot size,setback lines and all other performance standards set out in the CITY'S Zoning Ordinances and CITY Subdivision Control Ordinance, and all other applicable CITY ordinances shall be complied with by the OWNER/DEVELOPER of the Subject Property in the development of the Subject Property, except when varied by this Agreement and as specifically set out in Exhibits `B" and "C" to this Agreement which have been incorporated herein by reference. 2. Signs Models&Construction Trailers. For purposes of developing the Subject Property,OWNER/DEVELOPER hereby request authority to build two(2)different model unit groupings not to exceed six (6)model buildings within each grouping during the duration of the project. Model units shall be constructed in defined areas as approved by the CITY. . Construction of model units shall commence upon final City Council vote approving this Deleted:123263_2 123263/21232632windett reserve-PUDAereement 11 1506_________________________.______________- 3 Revised 11/15/06 Agreement when aggregate stone surface roadway is in place sufficient to support emergency equipment as approved by the CITY Department of Building Safety staff and by Yorkville- Bristol Fire Protection District staff and upon submission of a hold harmless letter to the CITY and the Yorkville-Bristol Fire Protection District. Marketing signage and exterior lighting for the model units shall be permitted adjacent to the model unit areas for purposes of displaying products for sale. Furthermore all directional, promotional, and community identification signs permitted under CITY ordinance shall be allowed within the interior of the Subject Property. In addition to all other signage allowed under CITY ordinances,OWNEWDEVELOPER shall be allowed to construct two permanent entry monuments on the Subject Property adjacent to Route 47 which will identify The Towns At Windett Ridge Subdivision. The two permanent entry monument signs shall have sign faces not exceeding sixteen feet(16')by ten feet(10') , and the total height of the sign shall not exceed fifteen feet(15'). During Construction OWNERS/DEVELOPER shall also be entitled to erect a double sided temporary entrance marketing sign adjacent to Route 47,not exceeding 15 feet in height, and 100 square feet of sign face,. Before constructing any temporary or permanent signs permitted under this Agreement OWNER/DEVELOPER shall obtain sign permits from the CITY. OWNER/DEVELOPER shall be permitted to install and occupy one(1)temporary office and sales trailer for sales purposes, at any model grouping upon execution of this Agreement by the City Council for the unit of the Subject Property in which the model unita are located. Said Deleted:123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 04---------------------- 4 Revised 11/15/06 office/sales trailer within each model unit will be removed by OWNER/DEVELOPER no later than the issuance of the last occupancy permit. OWNER/DEVELOPER shall further be allowed to have eight(8)storage trailers located within each unit of construction within the Subject Property. CITY issued permits approving each grouping of storage trailers within a particular unit located on the Subject Property shall be required prior to any storage trailers being located upon the Subject Property. Said storage trailers shall be removed upon completion of home construction in each respective unit within the Subject Property. In no event shall storage trailers be parked on right-of-ways,or be located within 150'from any occupied building. 3. Fees and Charges. During the first five(5)years following the date of issuance of the first residential building permit, the CITY shall impose upon and collect from the OWNER/DEVELOPER, and their respective contractors,only those permit, license,tap on and connection fees and charges depicted in Exhibit"D"attached hereto, in such amount or at such rate, as are in effect on the date of this Agreement and as is generally applied throughout the CITY, except as otherwise expressly provided for in this Agreement. At the expiration of this five year term, the CITY shall give the OWNER/DEVELOPER a six (6) month grace period from the date they are notified of any changes to the permit,license,tap on and connection fees and charges in order to comply with the new regulations. 4. Contributions. The CITY shall not require the OWNER/DEVELOPER to donate any land or money to the CITY, or any other governmental body, except as otherwise expressly provided in this Agreement. 5. School&Park Dedication. Deleted:123263 2 123263/2123263/2windett reserve-PUD Ae=went 11 15 06.----------------- Revised 11/15/06 A. Park Dedication. It is acknowledged by the Parties that under the current CITY Park Land Dedication Ordinance the OWNER/DEVELOPER is required to dedicate 4.87 acres of land, or pay the cash-in-lieu value of one hundred and one thousand ($101,000.00) per acre to the CITY on behalf of the Yorkville Parks and Recreation Department hereinafter "Park Department". OWNER/DEVELOPER agree to dedicate a three(3)acre park site located within lot 17,which lot is depicted on the Preliminary PUD Plat&Plan attached hereto as Exhibit`B". The exact location of the park site will be determined by OWNER/DEVELOPER and the Park Department during the CITY'S Final Plat&Plan review period. All areas dedicated to the CITY for which credit is being given towards land-cash contributions shall be final graded and seeded. The park site shall be conveyed by deed to the CITY subsequent to OWNER/DEVELOPER receiving CITY approval of a Final Plat&Plan for the Unit or Phase of the SUBJECT PROPERTY containing the park site, and after grading and seeding has been completed by OWNER/DEVELOPER pursuant to Park Department standards. OWNER/DEVELOPER shall also dedicate land to the CITY to provide the land for a Park Department public trail which trail will be located upon the Subject Property,as depicted on the Preliminary PUD Plat & Plan. OWNER/DEVELOPER shall receive credit applied against it's required park land dedication for any and all land which is dedicated to the CITY for Park Department public trial purposes. Any remaining portion of OWNER/DEVELOPER'S required 4.87 acre land dedication which is not satisfied by the dedication of the three(3) acre park site and dedication of land for Park Department public trail purposes shall be satisfied by cash in lieu of land payments paid by Deleted:1232632 123263/2123263/2windett reserve-PUD Agreement 11 is 06 ' 6 Revised 11/15/06 OWNER/DEVELOPER at the time of building permit issuance pursuant to the CITY Park Land Dedication Ordinance,subject to the subsequent paragraph. If the CITY requires OWNER/DEVELOPER to construct the public trail improvements upon the land dedicated for Park Department public trail purposes, then, the OWNER/DEVELOPER shall install said public trail improvements, and will be credited by the CITY on a dollar per dollar basis,applied toward OWNER/DEVELOPER'S cash-in-lieu of land obligation, for all expenditures incurred by OWNER/DEVELOPER in the design, engineering, and construction of the public trail. The public trail shall be ten (10) feet wide, constructed of asphalt,and shall comply with Park Department public path specifications. It being the intent of the CITY and OWNER/DEVELOPER that the CITY will accept dedication of the public trail upon completion of public trail improvements if such improvements are requested by the CITY. B. School Dedication. It is acknowledged by the Parties that under the current CITY School Land Dedication Ordinance the OWNER/DEVELOPER is required to dedicate 4.83 acres of land, or pay the cash-in-lieu value of one hundred and one thousand($101,000.00)per acre to the CITY,which funds the CITY shall collect on behalf of the Yorkville School District, hereinafter referred to as"School District". OWNER/DEVELOPER shall dedicate to the CITY for use by the School District a portion of the parcel of land depicted as lot 17 on the Preliminary PUD Plat & Plan consisting of approximately 18.34 acres. The Parties acknowledge that this Deleted:the dedication of land will exceed OWNER/DEVELOPER'S required school land dedication by_,' approximately13.51 acres. As consideration for the additional 13.51 acre dedication over and above the OWNER/DEVELOPER'S required dedication under the CITY School Land Dedication Deleted:123263 2 123263/21232632windett reserve-PUD Aereement 11 15 06 ---------------- ----------- 7 Revised 11/15/06 Ordinance,the CITY agrees to credit OWNER/DEVELOPER the current CITY land cash value of one hundred and one thousand dollars ($101,000.00) per acre for 13.51 acres of land,which credit shall be applied for the benefit of OWNER/DEVELOPER toward the CITY School District Transition Fee of three thousand dollars ($3,000.00) per dwelling unit for any unit constructed within the SUBJECT PROPERTY. The CITY further agrees to credit OWNER/DEVELOPER two thousand six hundred eight-nine dollars and two cents ($2,689.02) per dwelling unit to be applied toward the CITY School District Transition Fee for any and all units constructed within the adjacent existing Windett Ridge Subdivision subsequent to the execution of this Agreement until said credit has been fully utilized by OWNER/DEVELOPER, or until all units have been constructed within the SUBJECT PROPERTY and the Windett Ridge Subdivision. The exact location of the school site will be determined by OWNER/DEVELOPER and the School District during the CITY'S final plat of subdivision review period. All areas dedicated to the CITY for which credit is being given towards land-cash contributions shall be final graded and seeded. The school site shall be conveyed by deed to the CITY on behalf of the School District subsequent to OWNER/DEVELOPER receiving CITY approval of a Final Plat& Plan for the Unit or Phase of the SUBJECT PROPERTY containing the school site, and after grading and seeding has been completed by OWNER/DEVELOPER pursuant to School District standards. Deleted:1232632 12326312123263/2windett reserve-PUD Agreement 11 15 06 8 Revised 11/15/06 6. Detention. OWNER/DEVELOPER shall be permitted to have detention facilities in common areas within the Subject Property which facilities will be installed on Homeowner Association maintained property. The detention areas designated on the Preliminary PUD Plat& Plan consisting of approximately 23.49 acres shall be maintained by OWNER/DEVELOPER until conveyed to the Homeowners Association and ownership will remain with said Homeowners Association . However, the OWNER/DEVELOPER reserves the right to seek dedication of said areas to the CITY after completion. Deleted:In the event any inlet or other ,A11 stormwater basin areas shall be located within property to be conveyed and retained pramage facility is located on private p roperty,each individual lot owner shall be responsible to maintain all benning, by a Homeowners Association. set-back area,or detention area located within the property boundaries of any individual lot within said Subject 7. Accessory Structures and Uses. OWNER/DEVELOPER and their successors Property,and that homeowners shall not, ----------------�`z__________ ass fill in,build on,or alter in any way the detention facilities. heirs,and assigns shall have the right to have home offices,satellite dishes,decks,and screened- Deleted:Armes in porches pursuant to the City Ordinances and accessory uses permitted within the R-2 low density residential zoning district in conformance with all requirements and usage requirements as contained in the Zoning Ordinance currently in existence as of the date of approval of this Agreement. 8. Performance&Architectural Standards.OWNER/DEVELOPER shall comply with all setback requirements, minimum lot sizes, and density requirements as shown in the Preliminary PUD Plat and Plan..Any change in CITY'S Zoning Ordinance, Subdivision Control Ordinance, and CITY storm Water Control Ordinance enacted subsequent to the execution of this Agreement which shall alter minimum lot sizes, setbacks, and/or performance standards , shall not affect or apply to this Agreement and the Subject Property. The following performance and Architectural standards shall apply to the development of the Subject Property; Deleted:123263_2 123263/2123263/2windett reserve-PUD Aumment 11 15 06 - / 9 Revised 11/15/06 A.Single Family Detached Units Setbacks: Front 30 feet Rear 40 feet Side 10 feet Minimum Lot Size 12,000 sq.ft. Minimum Lot Width 80 feet The CITY agrees to allow OWNER/DEVELOPER to construct the same housing products upon the single family detached portion of the Subject Property which OWNER/DEVELOPER constructed within the existing Windett Ridge Subdivision located directly to the north of the Subject Property. B.Single Family Attached Units Setbacks Front 30 feet Rear 30 feet Minimum Building Separation Front to Front 60 feet Rear to Rear 50 feet Side to Side 20 feet Rear to Side 40 feet Minimum Lot Dimensions 53'X 101' i. Masonry product must be incorporated into the front fagade of all single-family attached buildings located on the SUBJECT PROPERTY. ii. The front fagade of all single-family attached buildings must contain a minimum of seventy-five percent(75%)masonry product. iii. Masonry Product must be incorporated into the rear and sides of all single-family attached buildings located on the SUBJECT PROPERTY. iv. The rear and sides of all single family attached buildings must contain a minimum of twenty-five percent(25%)masonry product. V. For all architectural features, over five features, as defined under the CITY appearance code incorporated into the design of any attached building the OWNER/DEVELOPER shall receive a ten percent(10%) credit reducing the amount of masonry required to be utilized in the construction of that particular building. 9. Southside Infrastructure Improvement Participation. (see attached language taken from the Marker Agreement) 10. Oversizine of Public Improvements. Installation of CITY water main, streets and all other public improvements shall be in conformance with CITY Ordinances, unless Deleted:1232632 123263/2123263/2windett reserve-PUD Agreement 11 15 06 10 Revised 11/15/06 specifically varied by approval of the City Council or varied by the terns of this Agreement.The CITY may require oversizing of water,sanitary sewer,or storm sewer mains provided a written agreement is approved by the CITY fixing a method of recapture for OWNER/DEVELOPER or contribution by the CITY. The CITY agrees to negotiate with OWNER/DEVELOPER the passage of said Recapture for Over-Sizing Ordinance for any offsite improvements, or any improvements benefiting future developers contiguous or within a reasonable service area of the Subject Property. Any recapture shall be done by Ordinance after the CITY has reviewed Engineers drawings and certified costs for any such improvement submitted by OWNER/DEVELOPER,and approved by a majority vote of the City Council. 11. Sanitary Sewer and Potable Water. For purposes of installing and servicing the subject property with Sanitary Sewer, OWNER/DEVELOPER shall be permitted to hookup various units of said Subdivision not exceeding a combination of 198 single-family and multifamily units to the CITY'S interceptor on Route 47 located adjacent to the northwest comer Comment:Resolution 95-12 does not of the Subject Property. For the ose of royidin the Subject Property_with ,, p owes, 'benefited property is J P rhr• --- - the pur - ding-- , - - not subject to this recapture. water the CITY hereby represents to OWNER/DEVELOPER that capacity exists to supply the Deleted:Recapture is due for said Sanitary Sewer System on the basis of S 235.00 per p.e.for each residential unit Subject Property with potable water service. _ _________ ______-- -- -----------_ that hoops on to said system,plus 6^r interest per annum,as per CrrY Resolution 95-12.Payment for said 12. Buildint Code. The CITY has adopted the International Building Code,which is recapture is due at the time of application for building permit for any respective stmcture to be served by the aforesaid updated approximately every three years. The building codes for the CITY in effect as of the ;ntemeptor.l Comment:This property does benefit date of building permit application will govern any and all construction activity within the from the sanitary sewer constructed by Lennar and the City along the ComEd Property as well as the well,water tower Subject Property. Vilag—S�it prere t�a Ratntree proportionate amount this 13. Landscaping and Bermina. property/annexation agreement should reimburse to City/L.rnnar. A. Landscaping of the Subject Property shall contain a green area and/or berming on the Subject Property adjacent to the Route 47 Commonwealth Edison right-of-way, in a landscape Deleted:123263_.2 123263/2123263/2winden reserve-PUD Agreement 11 15 06 11 Revised 11115106 area for which OWNER/DEVELOPER has submitted landscaping plans attached hereto as Exhibit"E"to be approved by the City Council containing a landscape setback area of at least 150 feet as a side and front-yard setback area in areas of the Subject Property adjacent to the Route 47 Commonwealth Edision Right-of-way pursuant to the approved Preliminary PUD Plat and Plan attached hereto as Exhibit `B", which landscape area shall be constructed by OWNERS/DEVELOPER in each Phase of the subdivision in which it is located Deleted:v, B. Street and parkway trees shall be of a 2'/z inch minimum caliper and shall be-, Deleted:within six months of the installed jrior to closing of each residential lot w-as_per_approved_the landscape plan for_each ,' installation of driveway --- - - --- ------- Deleted:residence phase of the subdivision. Deleted:or the common drive for any multi-family portion of the development C. OWNER/DEVELOPER may increase the amount of landscaping in any respective unit of said subdivision in excess of those requirements of the City Ordinance and may add additional plantings,but not less plantings,than those required under the Landscaping Plan. D. No house structure or accessory building shall be permitted in any landscape setback area in said Subdivision by OWNER/DEVELOPER except as set out in the Preliminary PUD Plat and Plan attached hereto as Exhibit`B"approved by the City. E. Homeowners may plant shrubbery,flowers or trees in bermed areas. F. No homeowner, or their agent, or employee shall alter in any fashion, any berming, landscape setback area, drainage or detention area within any easement area of said Subject Property. 14. Gradine. OWNER/DEVELOPER shall submit a mass-grading plan to the City Engineer along with Final Engineering for the entire Subject Property prior to the time approval is sought for the first Phase of the Subject Property. Upon City approval of this Agreement,the Deleted:Mass Grading OWNER/DEVELOPER may request and the City shall issue a,Site Development Permit to allow-,- Deleted:123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 % ' 12 Revised 11/15/06 OWNER/DEVELOPER to immediately proceed with the mass grading work on the Subject Property so long as the OWNER/DEVELOPER follows the NPDES permit requirements and the City's Erosion/Sediment Control Ordinance. 15. Homeowners Association. A Homeowners Association shall be created and a Homeowners Declaration recorded prior to the passage of each affected Final Plat of subdivision providing for the ownership and maintenance of all internal trails/sidewalk, detention facilities, green areas (not dedicated to the CITY for park purposes), signage and common areas. It being the intent of the CITY and OWNERS/DEVELOPER that the CITY will accept dedication of the public trail and certain open-space acreage upon completion. In the event said Association fails to maintain said areas, OWNER/DEVELOPER hereby grant their consent to the CITY to immediately create a dormant back-up Special Services Tax Area under the applicable Illinois Statutory procedure, a Special Tax District or Special Services area for the purpose of upkeep, maintenance and/or renovation of these common areas above set-forth at the time the first Final Plat of Subdivision is sought to be approved. 16. Road Improvements and Route 47 Access. A. State Route 47 access for said Subject Property and traffic and roadway improvements shall be constructed at expense of OWNER/DEVELOPER. However OWNER/DEVELOPER shall have the right to obtain a Recapture Agreement and Recapture Ordinance for fifty percent (50%) of associated expenditures to the extent other properties benefit from said traffic and roadway improvements, and excluding any proportionate benefit to OWNER/DEVELOPER'S property. Location of the entrance shall be in conformance with the Preliminary PUD Plat and Plan attached hereto as Exhibit `B", approved by the City, and completed pursuant to engineering drawings submitted by OWNEWDEVELOPER which shall Deleted:1232632 123263/21232632windett reserve-PUD Agreement 11 15 06 13 Revised 11/15/06 be approved by the Illinois Department of Transportation. Location of the entrance may be moved if directed by the Illinois Department of Transportation. If such a modification is needed or required, OWNEWDEVELOPER shall be granted a variance if necessary by the CITY to allow for the development of the Subject Property with the relocated entrance. If signalization is required by the Illinois Department of Transportation at any street access onto Route 47, OWNER/DEVELOPER shall obtain a traffic study for approval by the City Engineer. OWNER/DEVELOPER shall be granted the right to obtain a Recapture Agreement and Recapture Ordinance for reimbursement for up to seventy-five percent(75%)of associated expenditures to the extent other properties benefit from said traffic signal improvements, and excluding the twenty-five percent (25%) proportionate benefit to OWNER/DEVELOPER'S Subject Property. 17. Route 47 Public Trail Improvement It is the intention of the Parties that the CITY shall obtain a land lease upon the east side of the Com-Ed owned property adjacent to Illinois Route 47 for the placement of a public trail. Upon the CITY obtaining said land lease OWNER/DEVELOPER agree to construct a ten foot (10')wide public trail upon the Com-Ed property. The trail shall be designed and constructed to be located parallel to Route 47. Furthermore the public trail contemplated herein shall be designed to connect to the Regional Route 47 Trail. OWNER/DEVELOPER shall only be responsible to construct that portion of trail located adjacent to the SUBJECT PROPERTY extending between the north and south property lines. The Parties agree that the public trail shall be in lieu of public sidewalk along Route 47 which would have otherwise been required of OWNER/DEVELOPER under current CITY Ordinances if permitted by the Illinois Department Deleted:123263_2 123263/21232632windett reserve-PUD Agreement 11 15 06 14 Revised 11/15/06 of Transportation. The exact location and alignment of the trail will be negotiated in good faith between Parties during the Final PUD Plan and Plat review period If the CITY is unable to obtain a land lease from Com-Ed for the placement of a public trail upon Com-Ed's property located adjacent to Route 47, then the OWNER/DEVELOPER agrees to grant the CITY an easement or dedicate the necessary land to provide for a public trail on the Subject Property within the 150 foot green space buffer area located adjacent to Route 47. Subsequent to either the grant of easement or dedication of land by OWNER/DEVELOPER for trail purposes, the OWNER/DEVELOPER shall construct the public trail in lieu of sidewalk pursuant to the terms of the preceding paragraph. If the placement of the public trail on the Subject Property necessitates any alteration, addition, or modification of any development plan, plat, or right granted under this Agreement previously approved by the CITY relating to the Subject Property,then the CITY agrees take any and all necessary actions to amend said plan, plat, or Agreement so that the entitlements previously granted to OWNER/DEVELOPER by the CITY are in no way adversely effected by the dedication of land or grant of easement for public trail purposes. The CITY further acknowledges that the placement of the public trial upon the Subject Property may result in the loss, damage, and/or destruction of landscape plantings within the green space buffer area located on the Subject Property. As a result, the CITY agrees to reimburse or credit OWNER/DEVELOPER for the loss, damage, and/or destruction of landscaping as a result of locating the public trail upon the Subject Property. 18. Utility Easements and Installation. A)OWNER/DEVELOPER and City agree that in order to secure the development of the Subject Property,easements may be necessary to be acquired by OWNER/DEVELOPER off-site Deleted:123263..; 123263/2123263/2windett resorve-PUD A¢reement 11 15 06 - _--- --------------------- - 15 Revised 11115106 of the Subject Property for dedication to the City. The CITY makes no representation or warranty to the OWNER/DEVELOPER as to the acquisition of said easements although the CITY shall co-operate and use it's best efforts to help OWNER/DEVELOPER to acquire any said necessary easements. B) Easement acquisition shall be at the sole cost and expense OWNER/DEVELOPER. OWNER/DEVELOPER shall submit plats of dedication for utility easements in the format and over locations accessible for reasonable extension of utilities to be approved by the City Engineer. C) Installation of all on-site utility improvements, and extension of off-site utilities shall be at the sole expense of the OWNER/DEVELOPER. 19. Onsite Easements and Improvements. In the event that during the development of the Subject Property, OWNER/DEVELOPER determine that any existing utility easements and/or underground lines require relocation to facilitate the completion of OWNER/DEVELOPER'S obligation for the Subject Property in accordance with the Preliminary PUD Plat and Plan, the CITY shall fully cooperate with OWNER/DEVELOPER in causing the vacation and relocation of such existing easements and/or utilities,however,all costs incurred in furtherance thereof shall be borne by the OWNER/DEVELOPER. If any easement granted to the CITY as a part of the development of the Subject Property is subsequently determined to be in error or located in a manner inconsistent with the intended development of the Subject Property as reflected on the Preliminary PUD Plan, , and in this Agreement, the CITY shall fully cooperate with OWNER/DEVELOPER in vacating and relocating such easement and utility facilities located therein, which costs shall be borne by OWNER/DEVELOPER. Notwithstanding the foregoing, and as a condition precedent to any Deleted:123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 06 16 Revised 11/15/06 vacation of easement,OWNER/DEVELOPER shall pay for the cost of design and relocation of any such easement and the public utilities located therein unless the relocation involves overhead utilities. If the CITY requires any existing overhead utilities located on the Subject Property be relocated or buried on perimeter roads adjacent to the Subject Property the CITY agrees to be the lead agency in the relocation of those utilities. Upon OWNER/DEVELOPER'S request, the CITY will make the request to have overhead utilities relocated.In the event there is a cost to the OWNER/DEVELOPER associated with burying what had been overhead utility lines, the OWNER/DEVELOPER shall have the right to make the determination as to whether the utility lines will be buried or re-located overhead. 20. Amendments to Ordinances. With the exception of CITY building codes addressed in Section 11 of this Agreement, all other ordinances, regulations, and codes of the CITY,including,without limitation those pertaining to subdivision controls,zoning,storm water management and drainage, comprehensive land use plan, and related restrictions, as they presently exist, except as amended, varied, or modified by the terms of this Agreement, shall apply to the Subject Property and its development for a period of five(5)years from the date of issuance of the first single family building permit. Any amendments, repeal, or additional regulations, which are subsequently enacted by the CITY, shall not be applied to the development of the SUBJECT PROPERTY except upon the written consent of OWNER/DEVELOPER during said five (5) period. The CITY shall give the OWNER/DEVELOPER a six (6) month grace period from the date they are notified of any changes to the ordinances,regulations, and codes of the CITY in order to comply with the new regulations. After said five (5) year period, the Subject Property and its development will be subject to all ordinances,regulations,and codes of the CITY in existence on or adopted after the Deleted:1232632 123263/212326 Revised 11115106 expiration of said five (5) year period, provided, however, that the application of any such ordinance,regulation or code shall not result in a reduction in the number of residential building lots herein approved for the Subject Property, alter or eliminate any of the ordinance variations provided for herein, nor result in any subdivided lot or structure constructed within the Subject Property being classified as non-conforming under any ordinance of the CITY. The foregoing to the contrary notwithstanding, in the event the CITY is required to modify, amend or enact any ordinance or regulation and to apply the same to the Subject Property pursuant to the express and specific mandate of any superior governmental authority, such ordinance or regulation shall apply to the Subject Property and be complied with by OWNERMEVELOPER, provided, however, that any so called "grandfather" provision contained in such superior governmental mandate which would serve to exempt or delay implementation against the Subject Property shall be given full force and effect. If, during the term of this Agreement, any existing, amended, modified or new ordinances, codes or regulations affecting the zoning,subdivision,development, construction of any improvements,buildings,appurtenances,or any other development of any kind or character upon the Subject Property, other than those upon which site plan approval may be based, are amended or modified to impose less restrictive requirements on development or construction upon properties situated within the CITY'S boundaries, then the benefit of such less restrictive requirements shall inure to the benefit of the OWNER/DEVELOPER, and anything to the contrary contained herein notwithstanding, the OWNER/DEVELOPER may proceed with development or construction upon the Subject Property pursuant to the less restrictive amendment or modification applicable generally to all properties within the CITY. Deleted;123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 % ---------------------------------------- 18 Revised 11115106 21. Leval Conformance with Law. This Agreement is made pursuant to and in accordance with the provisions of CITY ordinances, as amended from time to time, applicable provisions of the Illinois Compiled Statutes,and the Illinois Constitution. 22. Transfer. OWNER/ DEVELOPER may assign this Agreement without CITY approval,but only in connection with its conveyance of all or any part of the Subject Property, and upon said assignment and acceptance by an assignee,the OWNER/DEVELOPER shall have no further obligations hereunder as to that portion of the Subject Property so conveyed,but shall continue to be bound by this Agreement and shall retain the obligations created thereby with respect to any portion of the Subject Property retained and not conveyed. If OWNERIDEVELOPER or its successors sell a portion of the Subject Property, the seller shall be deemed to have assigned to the purchaser any and all rights and obligations it may have under this Agreement(excluding rights of recapture)which affect the portion of the Subject Property sold or conveyed and thereafter the seller shall have no further obligations under this Agreement as it relates to the portion of the Subject Property so conveyed, but any such seller shall retain any rights and obligations it may have under this Agreement with respect to any part of the Subject Property retained and not conveyed by such seller. Notwithstanding any such assignment of this Agreement or any such sale or conveyance,unless the successor to or assignee of the OWNER/DEVELOPER of all or a portion of the Subject Property shall have deposited and substituted its letter of credit as security for the construction, repair and maintenance of roadway or other public improvements with the CITY, the OWNER/DEVELOPER or other seller though otherwise released from all obligations hereunder, shall keep its letter of credit on deposit with the CITY until such time as the OWNER/DEVELOPER or the successor to or assignee of the OWNER/DEVELOPER has provided a substitute letter of credit Deleted:123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 06 Revised 11/15/06 23. General Provisions. A. The Exhibits attached to this Agreement are incorporated herein by reference and are made a part of this Agreement. B. Ordinances annexing the Subject Property and approving the zoning classification and legal description shall be approved and executed by the CITY when the precise metes and bounds legal descriptions are tendered to the City. C. This agreement shall be binding upon the successors,heirs, and assigns of each party hereto. D. If any portion of this agreement were determined to be invalid the remaining portions thereof shall be in full force and effect between OWNER/DEVELOPER and the CITY. E. This agreement shall be binding upon each party hereto in terms of performance for a period of twenty(20)years.In the event construction is commenced within said twenty(20)year period all of the terms of this Agreement shall remain enforceable despite said time limitation, unless modified by written agreement of the CITY and OWNER/DEVELOPER. F.Passage of this Agreement does not waive the right of OWNER/DEVELOPER to seek modification of this Agreement pursuant to the CITY"S Zoning Ordinance. G. The parties to this Agreement acknowledge that the current OWNER/DEVELOPER of the Subject Property is WISEMAN-HUGHES ENTERPRISES, INC., AN ILLINOIS CORPORATION,the parties further acknowledge that the specific terms of the Agreement were negotiated with the consent of the OWNER/DEVELOPER to be binding as to the development of the Subject Property,and that OWNER/DEVELOPER warrant that the parties hereto have full and express authority to enter into this Agreement. Deleted:1232632 123263/2123263/2windett reserve-PUD Aereement 11 15 06 Revised 11/15/06 H. The parties acknowledge and agree that the Subject Property shall be developed in conformance with this Agreement; and that throughout this Agreement, when the term OWNER/DEVELOPER are used to require the performance of an act or obligation,it shall refer to the OWNER/DEVELOPER then seeking approval of Final Engineering, Final Plats of Subdivision or any other act required hereunder. I. OWNER/DEVELOPER hereby agree to include Kendall County "Right To Farm" language on each Final Plat of Subdivision,as part of the conveyance language on each Deed for lots abutting County agricultural zoning. J. OWNER/DEVELOPER shall be permitted to phase future Final Plat approval for the Subject Property subject to this agreement. K. Should any provision of the Agreement be found to be unenforceable by a Court of competent jurisdiction,the remaining terms and conditions of this Agreement shall remain in full force and effect L.Notices or other materials which any party is required to,or may wish to, serve upon any other party in connection with this Agreement shall be in writing and shall be deemed effectively given on the date of confirmed telefacsimile transmission, on the date delivered personally or on the second business day following the date sent by certified or registered mail, return receipt requested,postage prepaid,addressed as follows: OWNEWDEVELOPER Jim Hughes Sr. Wiseman-Hughes Enterprises,Inc. 975 E.22nd Street Wheaton,Illinois 60187 Copy to: John Philipchuck Dommermuth,Brestal,Cobine&West Ltd. 123 Water Street, Deleted:123263_2 12326312123263/2windettreserve-PUDAereement111 506.________________________________________ Revised 11/15/06 Naperville,Illinois 60566 (630)-355-5800 City United City of Yorkville Attn:City Clerk 800 Game Farm Road Yorkville,Illinois 60560 Copy to: John Wyeth,Esq. 800 Game Farm Road Yorkville,Illinois 60560 IN WITNESS WHEREOF the undersigned parties have executed this agreement this day of 1200 ._ CITY UNITED CITY OF YORKVILLE, An Illinois Municipal Corporation. By: Mayor Attest: City Clerk Deleted:123263 2 123263/2123263/2windett reserve-PUD Agreement 11 15 06 --- ------------------------------------ 22 Revised 11115106 OWNER/DEVELOPER WISEMAN-HUGHES ENTERPRISES INC. An Illinois Corporation. BY: President ATTEST: Secretary Deleted:123263_2 123263/21232632windett reserve-PUD A eer emew 11 15 06 23 Revised 11/15/06 LIST OF EXHIBITS EXHIBIT A LEGAL DESCRIPTION EXHIBIT B PRELIMINARY PUD PLAT&PLAN EXHIBIT C ZONING LEGAL DESCRIPTION EXHIBIT D YORKVILLE FEES EXHIBIT E LANDSCAING PLANS Deleted:123263_2 123263/2123263/2windett reserve-PUD Agreement 11 15 06 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 itt FAX:630/466-9980 www.eelvieb.com Engine®ring Enterprises, Inc. October 31, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: The Townes of VVlndett Reserve P.U.D. Preliminary Plan and Plat United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: The following items have relating to the above-referenced project been have been transmitted to our office for review. ➢ Preliminary Plat prepared by Smith Engineering Consultants, Inc. consisting of seven (7) sheets with revision date of October 12, 2006. ➢ Plat of Annexation prepared by Smith Engineering Consultants, Inc. consisting of one (1) sheet with revision date of October 12, 2006. ➢ Zoning Exhibit prepared by Smith Engineering Consultants, Inc. consisting of one (1) sheet with revision date of October 12, 2006. ➢ Preliminary Engineering Plan prepared by Smith Engineering Consultants, Inc. consisting of three (3)sheets with revision date of October 17, 2006. Response letter from Smith Engineering Consultants dated October 18, 2006. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. Consulting Engineers Specializing in Civil Engineering and Land Surveying PRELIMINARY PLAN 1. All comments from previous review letters have been satisfactorily addressed. ZONING EXHIBIT 2. All comments from previous review letters have been satisfactorily addressed. PLAT OF ANNEXATION 3. All comments from previous review letters have been satisfactorily addressed. PRELIMINARY PLAT (P.U.D.) 4. All comments from previous review letters have been satisfactorily addressed. CONCLUSION We recommend approval of the preliminary engineering and preliminary plat for the above referenced project. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. '�2 1�. e&""' William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Mr. Bart Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Carrie Hansen, Wiseman-Hughes Danielle Dash, Wiseman-Hughes Mike Schoppe, Schoppe Design Associates David W. Schultz, SEC JWF, JTW, EEI G,Vub11dkYor1oAeV003\Y00328 Muse Property(Wiseman-Hughes)%docsUwywrotPrelimPlan03.doc "e.v cir o United City of Yorkville Memo 0 800 Game Farm Road EST. _ 1896 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: October 4, 2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller, Joe Wywrot,Anna Kurtzman, Dave Mogle Subject: Townes at Windett Reserve Preliminary Landscape Review I have reviewed the preliminary landscape plan for the Townes at Windett Reserve with revisions dated September 20, 2006, and have prepared the following comments: Preliminary Landscape Plan Review General 1) Adjacent property zoning shall be indicated on the plans. 2) Label plant material and provide count of plant material. 3) As defined in the Comprehensive Land Use Plan, Southern Study Area, Route 47 is to be treated as a"Gateway"corridor that should hold specific landscape buffers and characteristic rural elements with the 100 ft. edge of the right of way. The native prairie landscape fits this character, and any trees placed in this area should be native species. 4) As"Road A"is to become a collector road for the subdivision and the one to the east, add additional plantings in the rear yards that face"Road A" should be designed to create a landscape buffer between the back of the home and the road. Use the guidelines of residential yards buffering arterial or collector streets of the following quantities: 3 shade trees,4 evergreens, and 20 shrubs per 100 linear feet. Additionally, a small berm would help to provide additional screening. Plant Material 5) `Autumn Blaze Maple' and `Marmo Maple' must be removed from the shade tree plant key and replaced with an approved tree. 6) `Native Prairie Grasses and Forbs' should have a greater variety of species in addition to providing the seeding rate per acre and total acres to be seeded. 7) Low Mow Grass `Hard Fescue Blend' should specify the seed varieties in the mix and percentages per acre. 8) The Wetland Edge Plantings should have an expanded species list to provide more species diversity. In addition,the Wetland Edge Plantings should be specified as plugs or seeding and, if seeded, should be covered in excelsior blanket. Specification Notes 9) Under General Notes,#6; "Wiseman-Hughes reserves the right to make substitutions which are the same size and of similar habit."Wiseman-Hughes cannot make any substitutions without submitting a revised landscape plan for approval with the substituted plant material indicated. In addition, any substitutions must be on the City's approved species list in the Landscape Ordinance. 10)Under Specifications, 1.02 E, should state that all plants shall be nursery grown in Central or Northern Illinois. "Plant material grown in the locality of the project for 2 years"will not be accepted plant material as stated in the Landscape Ordinance. 11)Provide maintenance and management specifications for the natural areas. This shall include a three year maintenance plan for the natural detention basins. i I �1'i71 ll1i.*it�IlR 'Amps ,y�� "11 RMNUMMIWIW L11 1 I■■ 1N=1. l�t�.��i' l��� .iul�' a�ul/" �'r'.1�!•ltti��';!LiM�V�ilif� M 111[ i I�ilA ( ������► i , tiU �tttt<1♦��'O° ■�L.II■■► �?RA Y � � am Usitsva I Y% ���II■■��II■■�� \. ■t � /M� �� t'•A�■e1t /�I��� '�1 lr�i�r,�A�.t7■�t>i■if++—Nmw—"O u +�I�»ter►r.. ,E_. � �rtt .�i■����ol� `"' '�l�utii*tr�yt��� !1 ���lICA �I� �����■���■. 1 "�aw�■lo. a•�l�i ��u■I�r � r .rr�r�stiu■r�ra. .�.r■.w�.i�Y.�.r a. tea_ �"�I r .. - ....■wl�sl■w.•}'"•IrOMI �rtir■tw r� �� Irwr��� sea es�`-•*ti'`e1 -�: e■_�—■ ■ —��� �rllllllllll�—��■ �-- _ ■ � ■ 1111 rut= IU r11-,�Ie 1 IlIr1� �-��� r11= � � � � � — - g11 : E11 _� 1111 = ./ ► _ _■ � . k 1� 111111111111. �i� �I� 11�1 u ■ : {� —' It11L�J1�1110� •�' `�� _IGilll�l�ll�u IU1,11i 1111�J �11]e1�1�Y•JI� 1J m Il✓ I - 1 _ MEOW--:- i W-7 ,rimI--- IN M ■!�"�#M■���11�■IrM��.■►�Li ti■r�'�IE�11 /i1�►ta Iirrr �yll"® 1��►ifl f�l��lrrtrl�MJ[ '• if ilk '' ! r�'Ml ■lu"rr. _ d _ _ a..__, .:°.1111■=94 MA, fi'iYi�i'�Iff1"��l�iffiil�-'�illl► 5■rrt���" �'� ^1� �[MM�� �k'i�i+ll�'��1 1RII�1M�i■��/�/1 �/�I■rlii•�1�� iffit•��l�FiM�f�'.'���1>���!!�;��"""��1�`��i�1IRi� ��1��1.1i��r. �11�II�1� 1KW�lrtw'�t'�+l�f.�f�s�.�e";-"'a.,lM, "■ii!'�//.����ll■!�.;��' fffiL�f�->�t "•- .I . a��.�lM�� �'�, - - 'tMli!'illlr�/i�+li���%��"'°. .. wrfl�f�■�fi f►��►��ti!!a��a�s■rr+l�i\r�•f�■•1�1�►�1�rwE a�r rr/ ��■.i�■Ir��.■■■.■.i■ �.\w i■�■4■r.ri•�sraasar'w�r Ii IY�■.. _ �+'n�irs�r�>r�rr_a�.1��_r_� i x r►.�t■i.�r— �RE i: �+r �.■r?wtl.sw r: PF ■�rO l■ii■\. :�€ \a r' si + �'. .r � � Fill 'KIM OR-AVV ri �7A' �fi■�■e'a 1/lr�etif���yt�'r l�' — _ :1rt • x:11 11= I� IN M 171 FIN FI-11: 11=11= U=Ua UU �UU U�= UU= UU U=U€ €11=11� _ =11=_:=�11 -11 11_ c = = �11 IIE M�m moul C■.�.. C _.�. _ ..�. _ — ..�.. ■�■� r�� aa� aaar ��a aea� _ �■�� Ul M Ul f.�■ �• ��.. W._.�'�e• - #� 1� � it t -x. .. ssc_�re_s.- ry I t I r�lirr '�lR��t�:M�w�.rl>11falrltiairl� - �_ ; ,�t�rR�++�ie�•�ra����rur..w•,� 1L11� It��i _ /��1�'1� _, _ � r�r1�!•M��-I�IIl.►l1��9.11r��!�7111�i � _ r�eesv•er����M7 f��11�M1�.i,I,�'rirll w� , � ��+. �� ltsr ♦ �, Wi �ff/Jfil�lRwt� R1Mi►�� CEfr�:. � r� a;�k. •iIIMIwt iw14'�tr11E1� l�iiNf/l / I� Ii11aiE1i �•111►) iMf� .■*w�cirefl •ii!'111I('I ' +1*J!I'lr��y� .-- VAMI 1 i 71�1'kM II�wrlft Y�+f wL1 st�A A MO IRS Efif`a�w�r4t�i� ►•�sc< � `!�".i��t�r/t�lrttl��: �r•. �� �i±!yci��,r" / -�=ti1i !I{ 'mm A—: HIM fit _ - 11 - e WINDE T T RESER VE WISEMAN-HUGHES ENTERPRISES, INC. BLOOM AND FIORINO ARCHTIECTS, INC. I I 1 L i t ,;, i, t •1 lY =t I 1 1 I 1 1 I 1 UNIT 'B' UNIT 'A' UNIT 'C UNIT 'B' I 1 I 1 I 1 1 1 1 1 i 1 2-CA GA AGE 2-C R GA AGE 2-CA GA GE 2-CA GR AGE t i •�K I I A < j LOCATION MAP SHEET INDEX THE TOWNES AT C Cover Sheet 1 Preliminary Landscape Plan Y .SERVE r'' ;;M"." to = 2 Preliminary Landscape Plan and Details WINDETT _r n 3 Details and Specifications :2 ! ;i SITE 4 Details and Specifications o f Yorkville, Illinois Rdr 5 Details and Specifications e{ a _ i ten; 1� Croton Fan PRELIMINARY LANDSCAPE GENERAL NOTES 1.Site Plan information obtained from Smith Engineering dated o1Y18-2078. PLAN 2,Verify Site condltlonsand information of drawings.Promptly report any concealed conditions.mistakes, dwrepaneiae,or deviations from the information shown In the Contract Documents,The Owner is not responsible for uAaulhorized changes or extra work required to coned unreported discrepancies. 0.Secure and pay for permits,fees and inspections necessary for the proper exeeutlon of this work Comply with codes applicable to this work 4.Plants and other materiels am quantified and summaraed for the conveniance of the Owner and jurisdictional Spades.Confirm and instal sufficient quandoas to compete the work as drain. No additional payments will be made for materials required to complete the work as drawn. 5.Refer to specifications for additional conditions,standard&,and roles. _ S.Plant spades es all are subject to availability.All substitutions must be of similar size and habit of the material that Is ha"g replaced.Al substitutions must also be consleanf ugh Ns.City M Yorkv@e's Landscape Oidinan�e.knQ,W yr¢jgd to review and approval by the City,of YorktdBeprloy to insWkltlon. 7.Final location of trees,whhm the right of way,may vary depending on fanl esld condllar. PREPARED FOR. � -- -- 8.Parkway Traces.No tme shall be planted closer than 30'of the right of way intemedlon.Trces shall have a minimum spacing of 20 fleet from light poles,street signs,fire hydrants and any other Such items that may,in the opinion of the Public Works Director,require similar intervals. 975 East 22 Street Wheaton, Illinois (630)653-0500 CIVIL ENGINEER!SURVEYOR: Smith Engineering onsultants 759 John St. Yorkville,IL 60560 630-553-1700 8 a, PREPARED BY: REV.& DATE SREETa puRPOBE A - 0 07-21-2008 ALL 114il LCLIENT REVIEW SCHOPPE DESIGN ASSOC 1 TES, I 0F20-2008 ALL REVISED PER CITY COMMENTS 5 i � � 2 11-07-2008 ALL REVISED PER CITY COMMENTS sell 3 Landscape Architecture and Land Planning 4 s _ _ 126 S.MAIN STREET Pl (630)551-3355 e li OSWEGO,IL 60543 FAX(630)551-3639 5 - - t 1? - r r y .sR. I �....;ffiP.If!°.il..-'sI�I.Q+u$?fls�:m'.s='�'t� �; 4i • 2111,��'� ►-; q y ' $� , Oil wr r • , ��1 � /p it � �I,► �`�. M�� �,.i _, �---.. .�: �Z ♦ , � �, � �►,�� Ord �-' `� - � T :�Nt� i ` `L_►"O� fs_� _��a�fi� - A r � s� .Ids `' ' j � - ° .- £s ;;utthzws gr�iy�' r"� ":elm K�.,���.""'�"' *�•»-x -_m .i.v...�.—._ � .....�, __-.._ ... _......__...�.- �.. _. - _...-.._...___ ...__... -- 3 i H , AH- Mal GENERAL NOTE: AG- e_q a -2.5" 7U -24" TM •11' S PPU-B 510 R - 1 -g. S s TMD- " 1. Some plantings may need a PPU „ 3 •3 3GD1-2.5" - substituted depending upon -z.• x"-2.5" Pu-e' F M 4" townhome orientation, 4 s g however quantities and 5 MPF• U y locations of planting types shall remain the same as $ 4 5 e—rt3cr1- 4 drawn. z 1 1EAC- { -1 - • ^ " 14" 1 r Q W e 4„ i iEAC-30' 511 RTY.14' o -1 al \ \ \ 3,: :. PARKWAY T - SHEET 1 U u3i 1 EAC-�• 5 - S TMD-T4' 3 VDE•' _ CPH-2 \ \ �.ti•"• - Y' t) g TOWNF,OMES-SEE SHEETT DIET N—cn J \\` r.- Gal 3 -24' SOMA-2.• �♦ \ r ' 6 PAN-3 I KHR- cc � OWNHOME PROTOTCPIAL \ � STONE&A44SONRY ENTRY I MONUMENTS LANDSCAPING. ORNAMENTAL I SIMILAR STYLE TO THAT OF PPU- \ \ _ r r s .:rr.•. FENCE I. Q ( WNDETT RIDGE. - \ P KWAY rREES SEE SHEET 1 .. -2.5" 1 yv b a'. 11 EAC- ROUn 47 SEE SHEET 2 DETAIL 4 w+` W -------------------- 400 S \ a'°'i� w' W Q ENTR�NfONtiMENT ENLARGEMENT E-a.s" �; SPPU-6' F- W 3 ems- t Q � � S7C1J.E:3"=50' ITH-24" t 1 ( GDI 2.5• p ii• , H-6' i' 1`11. 5 MPF-2.5" W Q e6 Lu ?g W § W " ROUTE 47 & NORTH BUFFER YARDS a t 1 1 i PLANT KEY: GENERAL NOTES: A 1. All open space and common areas to be made Tree Kentucky lo"ress blend. CPH-B' 26ITH-24" Evergreen Tree e 1 _ Re�isiona _ O D g 18 4" Ornamental Tree ary ANN !3008 N DPFa ' - �GN COMMBMS — C) Fbwering Shrub mxm t 1 i �muxtsns--.4.:- 0 vergreen Shrub 3 SRE-2.5" E 51 , t ' • Omarnental Gress i & it ,1 EAC-30° 1 50' _ 200' 400' _Perennial Gmundaw SrsM ?rm, e ime tae oez.m ENTRY LANDSCAPE PLAN Ln"'P` Greases 4 Low Maw Grasses ' savor ,' SCJLE:>^-as 0 1t)C)' 2 5 p�. Emergent Weaand Plantings Graphic Scale OF Seed Types ci NOTM NEW IW' 2-PLYREORCED p�gTER1ALSLIST z "? �1 FOP OF ROOTSALL RUSSER HOSE 3M'I.O. c,. SHALL BE ABOVE FINISH Una of E•SIIMMtl , fwr w 3 GRADE 012GA.GALVANIZED Coto D"aiplbn mimisprs QwMlry _ IYSW. uxeq w.onr. :� STEEL WIRE ram CUT AND REMOVE TWINE SbeStTre� y4 S STAKING OF TREE AROUNDSTEM 'A `rlw.dYliNSPRM awM;L Q _ ONLY REQUIRED IF 3./°MULCH Sml.Tn•• P.•nnu p y TREE IMLI NOT REMAIN Apr swchiilun L"My 25'Cal 59 M d al PLUMB. 0'DIAMETER RING L•gaey&W M" Lerkse.Amen argue• Q' KEEP AWAY FROM TRUNK COC Cate OZkNM•N 2.Y CAL 39 ow:awvlWeFxop aoa Z Canrnm H.OrbsrYl Aw.n GFq YNN FMNe OD GWI nlullns'a klMw'SkFIiRI zT Cd. 57 Mrs HrwF ]VA VJ �' SkyB HlMeybol•1 eesenm CROpp BM S..an tOK k•n CUT AND REMOVE TOP US OF PCA Pyres e•II.y Chwittl 2.6'CM u BURLAP TWINE AND VARE 1TNau tIPv Les INOA1.Mbe•IIeWMBIHM Im•••- A h� BASKET AND ROOT SALL (3)S'METAL STAKES TAM ilea-f-R•.n.N 2S.CM 71 °� SMdBG W J BEYOND ROOTBALL RMI dAawloa UMIM, Z a AA.maOn evep.v MMMSMem. .. Bwmlwe ReNpMAM SasOew(treew Common and Ow BFI.. a Space 4M.a a.keaw mn. x I s a'0pm '`- sloe TOO .Nm�AH` �eleAi U FINISH GRADE aoeNOk.N..mIgN PNNeerO oe� y`p �p 46°OR � / APL Aur pl>ta0dls• 2's U. 21 g Vi GREATERf-EXISTING SUBGRADE ASA Amr•ePgwun L.psey' Cd. 5r. C Sse.AG L-pq 5•.klspk SUBGRADE PEDESTAL (3DI Gymrwce.A of b. 2s Cal 36 p,1.F„INFr.+e TwIeHY� ma�lu _ AMENDED TOPSOIL Karp iY COMlN 2TIMES BALL NADTX PCA P l-Chrsleesf 28 CM. a 9f W II Q Pat DIM-11-(MINIMkItdl DMA t3uerLUS m•.eeup• IS CO. M er m.x gn�nxr n+Iwlww.e .YSa G° p=m S.CxIk AII- .a• tr.n eale iN11CWmeN. OMee C C TREE DETAIL GRD 3 n z6 c.l M „® a,, D W .l PeO Dakmwi•�kM. NwBAUa SOD.: y W ` 1 !Y• .-OW Dm,n�o,mimed• smav xms I (n ADD ANM C.gabr 8'1{TL 70 CUT AND REMOVE TVMNE E�res�a O.m Rxo.W�sti.. awee OaW Fr eY•rlaarx<ABA gnNenW.W 2m es °L n MOUND STEM. PPU Piton PMN.M e'HT. 58 Dv bva �� C-0) Colomao Sgac• - LewH Ap.e 1e.. C4. awn. IL. /"YULGH,KEEP ANMY DT1NesMk1 TY•n - Pn•aawwm W.w.+F Z.,NPtilr Cb"n t°o°`. FROM TRUNK MR A�MndlkFYp�MMa.•'AMMM SnII•ne. 6IW ! P.OI.Nn�A � a.W Oa SPADED EDGE ADJACENT 'alw'VU•. YM Owe sI.YPMA ma N s TO LAWN AGI Acngknel•IkMaq•StlNC•Mry slw 5 Ppyunnroxw M..W °a:n M-kibW (n C CUT AND REMOVE TOP I2 OF FItHSHGRAOE Ames M•pb mwAe ` Bi-E-y- 200 m. W BURLAP.TVMNE AND WARE CAM C-ms 2.Y C& N BASKET AND ROOT BALL Rxa•.He eu010nr�b. SwrelerA Eyeesl.M Tm x Conml.rll.ry 009.001 aAawmlan.mm avAr Pwr1 2.n. saMMe�w,row oa rHHGela..aa AMENDED TOPSOIL CPH CrderSra PlsnaWPm 2S Cd. li 5es0ew.Pevae EriaHYC0lernlo0 a.00.. - Wuhhpm llseVlOm B'F1g1. ID T.aevanla an'pnM Ctr.m eptle^iM. ;16 n. - E%ISTWG6DBGRADE MPF Mekw'PtJIhY 2B C.I. 21 Ae+P•.x r°'"°..eW"P°�:p�pp� P.M.Crsbw w SRE S/rkgR lslkMSta lv.y Sllr 2.Y co 16 Inay LIN JaPM'•en TN•LYe SiaOmaSbMMIMaA- 365 ma nP eve ton nnraxrnval (S MIN.) EAC EVwl..Pw.VS'Carrlp•CJVY 3D-llp. 02 wmnw BwMp MMaesa OOW IE. SHRUB DETAIL `PmP.".'"a"" I7H kd VRigW iknyf(t!'a01' 2d"Hgl. 5: wf+a kr1DM 86004. _ HMNyt G.ma Bx�M•pin' BomO'MY.�wm.e F.m Rn. Mam oa1�3 . N.T.S. "I RNra lyPM1kIRL-raw' WHg1. 51 Cw�iw OU�iw yM O - OOw . . t( OAw Btw-6- 6Aw 'aui cl+De SME 3ptkp•PI•y.IPaRW 36°,10. 62 le`ew �-- mf11011 GA.iCA+v WRE O.MFKVe•n Ulae exn ieeween 9�v nFOa 6e1.P '2 M' CCK EAOI EIb TIgryTLY 1MD Ts.W YrnMe Desnl 2f1-10 36 Deelpn yiwyy� ea4M.^aFlo+er O.faB.a 91LAmOETAIi �•uOW PORAOIfaIATITMIMt Della Yb' upoluwmpVNen YsW JOa Pp Ny.i Ola9.ea MOVEkRlT VDE Ifft-lemalNn Wr1w 30'tpl n evl.. feH nrnre Olm 0.1H.e -00 NOT DAMAGE OR CUi LEADER Ana.ecoo Vb-. N .A lunUn.. .-SM. b1M Ra Ctl ton• 0a0pq .7 3r'y 8•sO wlIr 1 Wkd(tawar l.s..R. 0) BY M,,IG7.4 ..epmM�4wlu unae,FM.roaa o mi. lav NM. XmOe a•o... Drs SRN• 0.,aa M. siIh BI.6M BY /,141.0 w M.aAr6 OOIGDE ROOT aAU Law P.M.Pnkie SY 03,288.2 8dwssormaF wbl lo. YTH OeIE DN S M W AtEVMUNG KNOB IOPRONftI Rp.k.IRm Cap PkW 01a50w , N Z 7 -- Fal•GraORN IC1tlr WNr9hrbro.l AC BU7.7 'H' MxtlMb Ya�wep 0�:•t /A W lL �I°> a Toymhome Prototype Yd�n. NF/ �_ -CRC'AN O-ROOT PALL$HALL BFAq SUE RF2ATx»4P+P 11h I:M TAM R Z W W a TOFM9IMGKAOEA$TDCT0MVA SORAnE - MULCH OVER ENTRE PU.NRNG TOLE STHICK KFEPAVM'r FRpA RUNK ASA AO.a acdnwn'Lap•cy' 2.S C.I. I t. PmriM en'Ap uisaPO.n NykqurpmpM IatEY N C TENSED U^AUCERAROLNDEOGEOF HOOT toll LBg•cy S%w M"M BNe¢ees wrb' 0's wD Me RIO11TatM wwk. L: L 6ACK Fe1 wnHANEnC®SOIL GDI G'PhsaalBalLL Obbue 2.6 Cal. 2 Prorm wp.,0aa0.1.tlInY..tl.lrn Mlaew•.mm-- MISHEDGHAOE , Irvr.(next.POrde e00�xamm n ml..HY N,N11n,-y J r E"IT,"DRFR«RGGT�wLU GF v.iwINEArDwRe K.RUCkY CoaIN1AS Lr O tiAsKiFT OYrs•rnaaMl Tn•s "' 0 a eaO ROD'BAL'_ MPF Wlua'PA"x•ke' 2.6'Cal. 1 w �.r-IOI.VpO SETTUNO WNOT E+C+VATEOENE.ATHHWIaALL PraM6a Cnbg4ft 5-- BCH B-Clncwda N'Hp. 12 tI CMCalpl.11 S.W, SPECIE CATIONS CHH CMmsotM A.RmMks tisenP 21'Ipl. 5 t Hass CMMa9•IM .OONO DAMAGE M EAC EaonYrnua•IMv-G np•CN•' WHO 6 2.W11TER 1 R[I`toS AF0 STAK fALLAT10N. �.v.��� 3.REMOVE TREE R�N((6 ANO STANES TVLO YGRSAFTER INSYAUAT raH CAt- Bunllq BWM1 1.PROYIbE ORNMAGEFgI Pl.riTIMO PR R M IMPERMFAaLEBpI RKO Res•%roekouY ?A'H91. 10 , 3 CONIFEROUS TREE DETAIL SME Syp-y.IPW ru bkT 21 Ito. It Dveal KOA.r Ulae ;. TMD 7.we x male Donee 21'Hp. M D..Yew VDE VEOmaan aMa.Om MOnch WHO t0 , PER PLAN Ano 1 VIN.nun ./JT PeTIKYUA•ell dYMm•rH•I Gals z / + + Mgt H.w.00Mlis'Heppy FZe1Mn' t Gtl. 115 1'MPl%Rdlrript Tr H6E HNicvichsn sampelWmns SGW. 8 Bkn Oa GTao LIGHT TOP- + + + � SPADE EDGE PAH POw"I It alap•c.OHw Tl W 3 GIL 16 t Revieiona Iq D..7 F-W.Grr9 MOB IaBUED FCR ... DRESSING ADJACEM TO SOD SAJ SeNen'ALAUmn Jay' 'I Gal. 50 HVA crt�xi�wEw _ OF MULCH �._FINISH GRADE A-Joy SeGen NWIL a.-0W MpENra' aFD PFR EXISTING SUBSOIL SEED AHD 9I6&i EROSKIH EOHTROLeuNItET �� Date: X1.2006 } , :. AMENDEDTOPSOIL (SEE SPECIFICATIONS) JPIFR ItN.OtTIH�- PERENNIAL DETAIL P�;;�"--ft I /:1 _EROSION CONTRO! BE.ANKET SMFT p N.T.S. '3 0 5 �s I t M 1 _g g � g; g �3s; 18r gag �dg � t tgg ge � ��s� � p■I � �# $ ° �� � ieI ��i yff'`y$ ��3 � �"e � � � t � �� � $�3 ��3�i ¢ � ��� � ��� � �Q Js� �5 � �� ��g� � � �"����� � (� k ` �• d�� $ a9 al P xl$ lot "Ir Ir z a a _ ; ge i a s .I €Tg IN j ii ` g y ��� a � L � �I I� ;; I '� � �:1 $� • �g s�g � � a s¢ g ! r k r M o > m r & n l m o i•n m > � y m m s c m _ �wc > � � g s n � I. it ] i f is 99� d 4 a g ); � g � �• � �° g � � 7 f r �$t � S Sff�3 [ F g� �� _ t g � a �' _-� l:� $�� ■$ # �g t a g I $i s 19 age j id fit $ g ! $�F ; $ x e r �_T r a n m > z p r/€ n a n n • r n o n r E p ` op it I8ag4 � 5 a �3 •a � f' i t f i $i $ g t � g i� x$ �_ $ = a@ i g � _ 3$ a i "� a I � • � y7 g � $ t ���. a t p L gt g • F$ $ se Ff �g gF F3 g g $ °• g d g a f �L $ 9a }A _y R $ i rs ■� xta 43 S°i a�- a $e all' =sa x g 7 � �� � ° s ` : •t$ 7 1 K � $� $ d4 � �I-t 56 ;3 4 i ° $�� � r ! � e fit its af! 5 a $ 4 i �F ,p " s< THE TOWNES AT ° Wiseman - Hughes T ($- SCHOPPE DESIGN ASSOCIATES,INC. $$, w Nom WINDETT RESERVE Enterprises Inc. L—&rgw o hurrnnwdLad I ig DETAILS AND 975 East 22M Street 126 S.MAIN S7BEET PH.f630)J51-3755 SPECIFICATIONS 7 s3o s�3-0soo OSWEGO,IL 60343 FAX((663300)) 709.037_PSIP 002.dwg L F-5-1—1,777-77 L ss R get gal R 0 R' all 1 19 11 fill ilm a 11 &91 q z i g I wif ILI gg Ig liza it i i 19 11 all I air 1 Ia If a Is 1 1 9 a U all a ai o g a l , H9H $ R soy 99 0 R L 1i R if I if I I I a "a a gilt L t A so 3 R lit, 9 if I 13 1 gil lit fil I I 111 11 1 & 3 w L I I too. d P & it [Ra 6 OR '71 N ills H It 11 i 4 it Is il It I ws g It I gog lit £ a43^ $ 3 L Ia ralgi is MU 122 j U3§ pit 4 st a 1 61- K ff R 1 lff�a 14'!1!I I if a 5,w M 1911 1'g 1 9 , I it; I U I 7 1 L 43 V gig IM I HwoRM 9 ,44 ft�w�W. � W. SCHOPPE DESIGN ASSOCIATES,INC. WINDETT RESERVE A�,wArch�—,—i1—dP&-d1w DETAILS AND 975 EaSt 22rid smmt 126 S.MAIN STREET PH.(630)551-335 VVneaton,1111mis &n 7V SPECIFICATIONS 1-630-65 OSWEGO.R.60543 FAX(630)551-3639 0 Enterprises Inc.I nc. .n Q9 THE TOWNES AT Wiseman - Hughes 109.037?STP�002,dwg CO.� Reviewed By: Legal ❑ City Council f� Finance ❑ EST: '� 1836 Engineer ❑ Agenda Item Tracking Number -C -� � City Administrator ❑ 09 : . EDC 2006-30 �� ?O Consultant ❑ j<.ce Human Resources ❑ City Council Agenda Item Summary Memo Title: SDA Contract—Consultant Services to Update City's School Site Study City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: This update is necessary in order to keep the School Site Plan current and to ensure appropriate school facility locations continue to be identified as future development plans are reviewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: To approve $20,000 consultant fee(18,000 plus incidentals) Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: The contract amount is $18,000. Funding is available for this item is within the Community Development Department budget. 2`��0 efr United City of Yorkville J + 1 800 Game Farm Road EST. _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: November 16,2006 To: EDC/COW From: Travis Miller, Community Development Director CC: Lisa Pickering,Deputy Clerk Subject: School Site Study Funding Request Request: To approve funding up to $20,000 for an update to the School Site Study to be conducted by Schoppe Design Associates (proposal attached)from Planning Development Contractual Services Account. Background October 3, 2006 -COW general consensus to approve the consultant services contract subject to a commitment from the School District to contribute half of the necessary funding due to the mutual benefit of this study. October 4, 2006 - Staff requested a contribution of$9,000 plus 50%of the incidental expenses from the School District to cover 50%of the cost for consultant services. Dr. Engler, Superintendent of Schools responded to the October 4,2006 request to provide funding assistance for the proposed School Site Study and is unable to commit funding for this request. The School Site Study is an extremely valuable tool as future development projects are reviewed and annexation agreements are negotiated. To date,the City has been successful in acquiring land in appropriate locations for the School District using this plan. As we have recently discussed,the current plan has become outdated and less and less effective as an informational tool. I recommend the City proceed with the study without funding participation from the School District. Schoppe Design.associates, Inc. Landscape Architecture and Land Planning 126 S. Main St. Ph. (630)551-3355 Oswego, IL 60543 Fax (630)551-3639 September 11, 2006 Mr. Travis Miller Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Updated School Site Study Dear Travis: Thank you for allowing Schoppe Design Associates, Inc. the opportunity to submit this proposal for planning services required to update the City's School Site Study dated March 15, 2004. The updated study will take into account the changes in the geographic limits of the City of Yorkville's planning area, as well as the land use changes in the City's Comprehensive Plan that have taken place since the original study was prepared. The limits of the study area will be the same geographic limits outlined in the City's Comprehensive Plan. We propose to prepare the updated study following the four tasks identified below: Task One—Data Gathering: SDA will collect relevant base information as follows: 1. Meet with school district staff to identify current figures for student type per household and also to identify current policy for number of students planned for each of the three school types. 2. Meet with city staff to identify density trends for the various residential land use types outlined in the Comprehensive Plan. We will also collect from the staff, residential unit counts for existing and proposed developments that have changed since the original study was completed. Page 1 of 2 Task Two—Calculate Residential Unit Count: Based on the information obtained from Task One, SDA will calculate the total residential land use areas within each of the City's 11 planning areas. These unit counts will also be broken down per property parcel as was done in the original study. Task Three— Calculate Protected Student Populations: Based on unit counts calculated in Task Two and the student per household information obtained from the school district in Task One, SDA will calculate the number of elementary school, middle school and high school students coming from each of the 11 planning areas. This information will also be broken down per property parcel. Task Four—.Determine Planned Locations for School Sites: Based on the information obtained in Task One and calculated in Task Three, SDA will calculate the number of elementary, middle and high schools needed per planning area to accommodate the planned student populations. The approximate location of these planned school sites will be shown on a base map which will illustrate school sites,the property parcels as shown n the Kendall County Plat Book and land use types per the City's Comprehensive Plan. We plan to attend two additional staff meetings as part of Task Four. We would also plan to attend one meeting each with the Yorkville School District, Plan Commission and City Council to review our findings. At the completion of our work, an electronic copy of the study will be delivered to the City for your use in reproducing necessary copies. Compensation: Our fee for the above services will be a fixed fee of$18,000. Customary reimbursable expenses such as travel and printing expenses, will be invoiced in addition to the fixed fee. We would expect to begin our work within one week of your authorization to proceed and would expect to complete our work within three months. If you have any questions, please contact us. Thanks again for allowing SDA to be involved in this project. Sincerely, Schoppe Design Associates, Inc. Mike Schoppe President MS/1d Page 2 of 2 � —4lie14 �`,�ED Clry Reviewed By: J R 0�+ Legal ❑ City Council Finance ❑ ssr ia3s Engineer ❑ =" Agenda Item Tracking Number A y City Administrator ❑ g g 9 �O Consultant 11 EDC 2006-31 and 2006-32 <LE Human Resources El City Council Agenda Item Summary Memo Title: Supplemental Brownfield Funding and Funding Agreements City Council/COW/Committee Agenda Date: November 21, 2006 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval to fund$19,209 from Planning and Development Budget—Contractual Services Account Approval of Funding Agreements with Grainco FS and the Kendall County Farm Bureau Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: 2`��v Cyr United City of Yorkville Memo 800 Game Farm Road EST _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �9 C T, p� Fax: 630-553-3436 Date: November 16,2006 To: EDC/COW From: Travis Miller, Community Development Director CC: John Crois, City Administrator Lisa Pickering, Deputy Clerk Subject: Funding and Repayment Agreements-EDC 2006-31 and 2006-32 Request: To approve funding for$19,209.00 for supplemental environmental investigations to be conducted by CEC from Planning Development Contractual Services Account. (general scope of services attached) To approve funding agreements(attached)with Grainco FS and the Kendall County Farm Bureau to repay the City for this advancement at the time their property transfer to another owner. Background: As you are aware,the City has conducted environmental investigations as part of a Phase I Environmental Site Assessment and Initial Phase 11 Site Investigation on properties in the downtown area(generally east of 47,north of Van Emmon and south of Hydraulic). The investigations were performed under the Site Remediation Program(SRP), a voluntary environmental cleanup program, and funding from the Municipal Brownfields Redevelopment Grant(MBRG)program,which are both administered by the Illinois Environmental Protection(IEPA). The combined properties jointly included in the investigations under the SRP and MBRG programs include the City's municipal parking lot located near the corner of Illinois Route 47 and Hydraulic Avenue,the Kendall County Farm Bureau at 111 East Van Emmon Street and the Grainco FS property at 123 East Van Emmon Street. Contaminants were identified in the soils on these properties during the investigations. Additional supplemental subsurface Site Investigation work has been recommended to further delineate the lateral and vertical extent of the contaminants found at each of the properties. Attached for your review are the recommendations prepared by Civil& Environmental Consultants, Inc. (CEC)detailing the additional work proposed. The State SRP has reviewed the Phase I and Phase II investigations and approved the supplemental work as presented. A op rtion of the recommended work is directly related to contaminants attributed to former activities on the Grainco FS property and the Farm Bureau property. This additional work is necessary in order to determine remediation strategies necessary to receive a"No Further Remediation"(NFR) letter from the IEPA. The MBRG program requires additional work items on private property be funded directly by the property owner. In order to advance the project as efficiently as possible, the City has asked IEPA to allow the supplemental work be conducted as part of the Site Remediation Program currently underway provided the City is reimbursed for the cost of the investigation on privately-owned property paid to the consultant and the IEPA by the City that is not directly covered by the Grant funding. The IEPA has agreed to this approach. The estimated cost for this phase of the supplemental Site Investigation work will be $83,061. The City will be able to contribute $24,820 of in-kind services and use$39,032 in Grant Funding. The remaining funding must come from the private property owners included in the SRP under this Grant. It has been determined by CEC that the portion of the investigation that each party is responsible for is as follows: Grainco FS $13,710.00 Farm Bureau $ 5,499.00 These amounts include consulting fees, drilling and monitoring well construction and analytical laboratory costs. These cost breakdowns are not proportional,but a calculation based on the borings,monitoring well installations and sample testing directly related to each property owners' activities. I have prepared requests to both FS Grainco and the Farm Bureau to contribute their shares to the City in order to finish the Site Investigation process and both parties have declined. The Farm Bureau stated they do not currently have the funds available to assist and Grainco FS have stated they are currently in negotiations with a buyer and would prefer not to invest additional funds to this project at this time. I have discussed the attached agreements with each parry and expect their agreement. I recommend approval to proceed with the environmental work using City funds with agreements with Grainco FS and the Farm Bureau to repay these funds when each property transfers. Once field work begins, it is anticipated by CEC that the supplemental investigation will take 4-6 weeks to complete. Following this work, a final Remedial Action Plan will be prepared and implemented for the site, if required. Following successful remedial activities (if necessary), an NFR letter will be issued by the IEPA General Scope of CEC Services SUPPLEMENTAL SITE INVESTIGATION WORK—ALL PROPERTIES Additional subsurface work is recommended at the Site to further delineate the lateral and vertical extent of contaminants found during this investigation and previous studies on the Grainco FS property. The additional work includes 25 soil borings and associated sampling and analytical testing. • Soil collected from 21 of the soil borings should be tested at two vertical intervals for total lead, pH, and SPLP lead to delineate the vertical and lateral extent of the potential lead contamination above SRO's. The boring locations are roughly on a 50- foot grid spacing in the area of greatest concern on the Site, based on the findings of this investigation; • Soil collected from three of the soil borings located near GP-05, GP-07 and GP-09 should be tested for hexavalent chromium at approximately the same depth as the previous total chromium sample was collected at those respective locations; • Soil collected from seven of the soil borings located near GP-11, GP-13, GP-15, GP- 16 and GP-17 should be tested for VOCs and SVOCs at two vertical intervals to delineate the lateral and vertical extent of the potential contamination above SRO's; • Seven of the borings should be extended approximately 10 feet into the bedrock and completed as shallow groundwater monitoring wells straddling the water table to determine if the groundwater is by the former USTS/LUSTS or fertilizer mixing operation. The recommended monitoring well locations, listed generally from hydraulically upgradient to downgradient positions across the Site, are as follows: 1) Between GP-15 and GP-16; 2) Between GP-10 and GP-17; 3) Near GP-11; 4) Between GP-01 and GP-12; 5) Between GP-12 and GP-08; 6) Near GP-08; and, 7) Near GP-07. • The groundwater monitoring wells should be developed and groundwater samples collected and analyzed for VOCs, SVOCs, lead and nitrate; and, • Slug tests should be conducted in each of the wells to estimate the hydraulic conductivity of the aquifer material near the screened portion of the well below the water table. I- HYDRAULIC AVE . n 05-39-154-022 1 1 UNITED VILLAGE CITY OF YORKVILLE 05-39-154-013 KENDALL GRUNDY ES, INC. (f� 05-39-154-014 KENDALL GRUNDY E- ES, INC, 05-39- 154-020 05-39- CITY ❑F 154-023 YORKVILLE 05-39- KENDALL 154-009 COUNTY UNITED FARM VILLAGE BUREAU CITY ❑F v YORKVILLE VAN EMMON ST . >3u E u W d' IL a 0.0 y HYDRAULIC AVE. ' • r .�_ - r ♦ � r GP-8 - - - _ - - - � .• -1" GP 12 GP-6 GP-4 �. -- :a v GP-2 GPm'1 • GP-10,& I *_ h g GP-13 GP-9 -17 '` _x;.1. k E. VAN EMMON ►+ ..6�..a� h 4 . r- LEGEND: GP-1• BORING LOCATION ♦ PROPOSED BORING LOCATION — - - — SITE BOUNDARY SCALE IN FEET TP-1 + TEMPORARY PIEZOMETER PROPOSED MONITORING WELL 0 100 200 CEC PROJECT NUMBER DATE: 10/13/05 PROPOSED Civil & Environmental Consultants, Inc. 050-224 DWN.BY: ATM BORING LOCATION PLAN A 3041 voodcreek Drive, Suite u0 INTERSECTION OF RT 47 AND /,A Downers Grove, D- 60515 CHKD.BY: BR E.HYDRAULIC AVE. _ - _ (630) 963-6026 corn 963-6026 Figure 3 SCALE: AS SHOWN YORKVILLE,IL Nnsnvttte TNN Inalanapous,IN Exxpport,PA�St. Louts,M k ;.-,ro;accu��u�o\u�uu^.-ixl:vnn roknneio ura-nn9:\baring 7 7-9 EDC 2006-31 STATE OF ILLINOIS ) DRAFT November 16,2006 COUNTY OF KENDALL ) GRAINCO FS,INC. SUPPLEMENTAL SITE INVESTIGATION FUNDING AGREEMENT NOW COMES the United City of Yorkville, hereinafter referred to "CITY" and GRAINCO FS, INC., hereinafter referred to as "GRAINCO" is the owner of property located at 123 East Van Emmon Street, herein referred to as the "PROPERTY", who in consideration of entering into this SUPPLEMENTAL SITE INVESTIGATION FUNDING AGREEMENT ("Agreement") dated 2006 agree to the following terms and conditions: WITNESSETH WHEREAS, the CITY has conducted environmental investigations as part of a Phase I Environmental Site Assessment and Initial Phase II Site Investigation on the PROPERTY; WHEREAS, the aforesaid investigations were performed under the Site Remediation Program (SRP), a voluntary environmental cleanup program with funding from the Municipal Brownfields Redevelopment Grant (MBRG) program administered by the Illinois Environmental Protection Agency(IEPA); WHEREAS, the aforesaid investigations have identified soil contamination on the PROPERTY; EDC 2006-31 WHEREAS, additional supplemental subsurface Site Investigation work has been recommended by the CITY's consultant to further delineate the lateral and vertical extent of the contaminants found on the PROPERTY; WHEREAS, the IEPA have reviewed and approved the supplemental subsurface Site Investigation work proposed by the CITY's consultant on the PROPERTY; WHEREAS, a portion of the supplemental subsurface Site Investigation work is directly related to contaminants attributed to former activities by GRAINCO on the PROPERTY; WHEREAS, the supplemental subsurface Site Investigation work is necessary in order to determine remediation strategies necessary on the PROPERTY to receive a "No Further Remediation"(NFR) letter from the IEPA; WHEREAS, the MBRG program requires additional work items on private property be funded directly by the property owner; WHEREAS the CITY has requested GRAINCO pay $13,710.00 for the aforesaid attributable portion of the supplemental subsurface Site Investigation work; NOW THEREFORE, in consideration of the above recitals and the mutual and reciprocal obligations hereinafter set forth the parties agree as follows: 1. The recitals herein contained are adopted herein and made an enforceable part of this Agreement. 2. GRAINCO will pay $13,710.00 to the CITY at the first time the PROPERTY transfers ownership following this agreement. Payment is due in full immediately upon or before the closing of real estate transfer. To secure this promise, 2 EDC 2006-31 GRAINCO agrees that this document shall be recorded against the PROPERTY and the obligation to pay $13,710.00 shall be an obligation that runs with the PROPERTY. 2. GRAINCO agrees to permit representatives of the CITY and the CITY's consultants to access the PROPERTY to perform the necessary subsurface Site Investigation work; 3. Severability Clause: In the event any portion of this Agreement is deemed to be unenforceable by any court of competent jurisdiction, the remaining portions thereof shall be enforceable between the parties hereto. 4. This Agreement shall be binding upon the successor, heirs and assigns of each party hereto. IN WITNESS WHEREOF the parties have executed this Agreement this day of 52006. UNITED CITY OF YORKVILLE GRAINCO FS, INC. By: By: Mayor ATTEST: ATTEST: City Clerk 3 STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING AGREEMENT WITH GRAINCO FS, INC. FOR FUNDING OF SUPPLEMENTAL SITE INVESTIGATION WHEREAS,the City Council of the United City of Yorkville has considered approval of an agreement with Grainco FS, Inc. to provide for funding of a Supplemental Site Investigation; and WHEREAS, a copy of said agreement is attached hereto and incorporated herein as Exhibit"A"; and NOW THEREFORE, upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the Agreement in the form set forth in Exhibit"A"is hereby approved, and the Mayor and City Clerk are authorized to execute said Agreement on behalf of the United City of Yorkville, City Staff is authorized to take such action as is necessary in furtherance of the agreement. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this Day of A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville,Kendall County, Illinois this day of .A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 E6� 1:�+q EDC 2006-32 STATE OF ILLINOIS ) DRAFT November 16,2006 COUNTY OF KENDALL ) KENDALL COUNTY FARM BUREAU. SUPPLEMENTAL SITE INVESTIGATION FUNDING AGREEMENT NOW COMES the United City of Yorkville, hereinafter referred to "CITY" and KENDALL COUNTY FARM BUREAU., hereinafter referred to as "BUREAU" is the owner of property located at 111 East Van Emmon Street, herein referred to as the "PROPERTY", who in consideration of entering into this SUPPLEMENTAL SITE INVESTIGATION FUNDING AGREEMENT ("Agreement") dated , 2006 agree to the following terms and conditions: WITNESSETH WHEREAS, the CITY has conducted environmental investigations as part of a Phase I Environmental Site Assessment and Initial Phase II Site Investigation on the PROPERTY; WHEREAS, the aforesaid investigations were performed under the Site Remediation Program (SRP), a voluntary environmental cleanup program with funding from the Municipal Brownfields Redevelopment Grant (MBRG) program administered by the Illinois Environmental Protection Agency(IEPA); WHEREAS, the aforesaid investigations have identified soil contamination on the PROPERTY; EDC 2006-32 WHEREAS, additional supplemental subsurface Site Investigation work has been recommended by the CITY's consultant to further delineate the lateral and vertical extent of the contaminants found on the PROPERTY; WHEREAS, the IEPA have reviewed and approved the supplemental subsurface Site Investigation work proposed by the CITY's consultant on the PROPERTY; WHEREAS, a portion of the supplemental subsurface Site Investigation work is directly related to contaminants attributed to former activities by the BUREAU on the PROPERTY; WHEREAS, the supplemental subsurface Site Investigation work is necessary in order to determine remediation strategies necessary on the PROPERTY to receive a "No Further Remediation"(NFR) letter from the IEPA; WHEREAS, the MBRG program requires additional work items on private property be funded directly by the property owner; WHEREAS the CITY has requested the BUREAU pay $5,499.00 for the aforesaid attributable portion of the supplemental subsurface Site Investigation work; NOW THEREFORE, in consideration of the above recitals and the mutual and reciprocal obligations hereinafter set forth the parties agree as follows: 1. The recitals herein contained are adopted herein and made an enforceable part of this Agreement. 2. BUREAU will pay $5,499.00 to the CITY at the first time the PROPERTY transfers ownership following this agreement. Payment is due in full immediately upon or before the closing of real estate transfer. To secure this promise, 2 EDC 2006-32 BUREAU agrees that this document shall be recorded against the PROPERTY and the obligation to pay $5,499.00 shall be an obligation that runs with the PROPERTY. 2. BUREAU agrees to permit representatives of the CITY and the CITY's consultants to access the PROPERTY to perform the necessary subsurface Site Investigation work; 3. Severability Clause: In the event any portion of this Agreement is deemed to be unenforceable by any court of competent jurisdiction, the remaining portions thereof shall be enforceable between the parties hereto. 4. This Agreement shall be binding upon the successor, heirs and assigns of each party hereto. IN WITNESS WHEREOF the parties have executed this Agreement this day of 92006. UNITED CITY OF YORKVILLE KENDALL COUNTY FARM BUREAU By: By: Mayor ATTEST: ATTEST: City Clerk 3 STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) RESOLUTION NO. 2006- RESOLUTION APPROVING AGREEMENT WITH FARM BUREAU FOR FUNDING OF SUPPLEMENTAL SITE INVESTIGATION WHEREAS,the City Council of the United City of Yorkville has considered approval of an agreement with Farm Bureau to provide for funding of a Supplemental Site Investigation; and WHEREAS, a copy of said agreement is attached hereto and incorporated herein as Exhibit"A"; and NOW THEREFORE, upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the Agreement in the form set forth in Exhibit"A"is hereby approved, and the Mayor and City Clerk are authorized to execute said Agreement on behalf of the United City of Yorkville, City Staff is authorized to take such action as is necessary in furtherance of the agreement. JAMES BOCK JOSEPH BESCO VALERIE BURR PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this Day of . A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of ,A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 tip a jT EDC - 2006-09 United City of Yorkville Memo 800 Game Farm Road EST '1 im Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 <LE ���• To: Economic Development Committee From: Charles Wunder,AICP Date: November 15, 2006 Subject: Sign Ordinance Update—Progress Report Background In late March of 2006,the City Council completed a survey to identify their concerns with the current sign regulations. Responses to that survey indicated that there was some concern with improving the quality and appearance of signage,reducing sign heights and allowable areas and mechanisms to bring older signs in compliance with new sign regulations. The current sign regulations were last revised in 1998. At that time the sign regulations were taken out of the Zoning Ordinance and put in the Building Code. The current sign regulations are composed of thirteen sections including ones containing definitions, prohibited signs,permitted signs,nonconforming signs, illumination of signs, computation of signage,placement of signage,permitting procedures, sign review board, variations, maintenance and abandoned signs. The sign review board created by this ordinance was eventually was dissolved and the Zoning Board of Appeals took over its function as an advisory body for the City Council. At the October and November Zoning Board of Appeals meetings revising the current sign regulations was discussed at length. During the October meeting the discussion centered on what type of signage was allowed in other cities,the current allowable sign heights and area,the quality and appearance of existing signs and if/when sign variances should be granted. The discussion at the November Zoning Boards of Appeals meeting focused on whether signage should be limited to monument style signs and how tall and large they should be allowed. EDC - 2006-09 Sign Regulation Issues • Whether the sign regulations stay in the building code or go back to the zoning ordinance • The maximum height for signs. The current sign regulations allow freestanding signs to be twenty feet tall. The ZBA discussed limiting freestanding signs to monument style signs with a maximum height of eight feet. • The maximum area for signs. The current sign regulations allow a sign area of up 100 square feet. The ZBA discussed limiting maximum sign area to eighty square feet. • If the size of the lot or building should determine the allowable signage. The ZBA discussed allowing larger commercial buildings to have more free standing signage. They also discussed not allowing free standing signage on the smallest commercial lots. • Should we only allow monument signs and prohibit all pole signs • If the sign regulations are changed significantly,will businesses with existing signage have an unfair advantage over new businesses with signage meeting the new regulations • Is mandatory amortization a suitable mechanism for getting all existing signage into compliance with the new sign regulations Anticipated Sian Regulation Revision Process December Get Zoning Board of Appeals consensus on draft of new sign regulations for recommendation to City Council January-February Have staff introduce draft sign regulations to sign companies, Chamber of Commerce and business community to introduce new sign regulations and begin to gather input. March-April Conduct work session/open house meeting with sign companies,Chamber of Commerce and business community April-May ZBA recommendation to City Council COW consideration/discussion May-June Conduct Public Hearing and prepare final ordinance for adoption by City Council -PW Reviewed By: Legal City Council J2 t 0� ❑ Finance ❑ EST. 7836 Engineer Agenda Item Tracking Number rt CO City Administrator ❑ O �O Consultant ❑ P 4v n c ❑ CLE �v City Council Agenda Item Summary Memo Title: Updated 6-year Capital Improvement Program City Council/ Committee of the Whole Date: 9/19/06 Committee of the Whole Synopsis: This updated program lists proposed capital projects from Fiscal Year 06-07 to Fiscal Year 11-12. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None Council Action Requested: None. Request a consensus from the Committee of the Whole. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: o United City of Yorkville Memo '�` 800 Game Farm Road EST 1536 Yorkville, Illinois 60560 Telephone: 630-553-8545 p Fax: 630-553-3436 LLE'. Date: September 12, 2006 To: John Crois, Interim City Admi ' trator From: Joe Wywrot, City Engineer 0 CC: Eric Dhuse, Director of Public Works Sue Mika, Finance Director Subject: Updated 6-year Capital Improvement Program Attached find proposed revisions to last year's 6-year Capital Improvement Program. Multi-year projects are listed with their total cost only in the year they are scheduled to begin, unless they will be constructed as separate,phased projects. All project costs are for construction and related construction engineering unless indicated otherwise. Debt service for past projects and ongoing engineering contracts are not listed. Some projects listed in FY 06-07 scheduled for developer funding have not proceeded due to the lack of deposits, and may be delayed. Costs for ongoing and imminent project were updated based on best available information. Proposed revisions to last year's approved plan are as follows: General • Various projects were moved up or back one year based on the progress of our overall water, sanitary sewer, and roadway projects. Water • Construction of Southwest regional improvements was added in FY 07-08. • Design of the South regional improvements was added in FY 07-08. Construction of these improvements was not listed because the scope of the improvements, as well as timing and funding, have not been identified. • Abandonment of a small section of watermain on McHugh Road was added in FY 07-08. This is located at a pressure zone boundary. • A standby generator was added in FY 08-09 for Well #7. This generator, when coupled with the existing generator at Well #8, will enable us to serve the entire town with water in the event of a major power blackout. • Painting of the water tower on Tower Lane was added in FY 08-09. • Replacement of two small and old watermains was added in FY 11-12. S anit • Construction of the south regional improvements was added in FY 07-08. Streets • Right-of-Way acquisition for the Faxon Road extension was added in FY 07-08. • Design of the southwest regional improvements was added in FY 07-08,with construction listed in FY 08-09. • Design of a traffic signal at Rt.34/Sycamore was added in FY 06-07, with construction listed in FY 07-08. This project is not budgeted in the current fiscal year,but we will re-evaluate the budget in November to see if design can be added. • A small guardrail & culvert project on Van Emmon was added in FY 07-08. • The Corneils Road reconstruction project was expanded to reach Beecher Road. • Engineering and construction of a new River Road bridge at Blackberry Creek was added in FY 08-09, 09-10, and 10-11. We anticipate that this will be a federally-funded project through the Kane/Kendall Council of Mayors. Miscellaneous • Funding of the Raymond regional detention basin was shifted from developer front-funding to city front-funding. • A small landscape project at the Route 126/Route 71 intersection was added in FY 07-08 to match IDOT's schedule for reconstruction of that intersection. • A study to determine the best location of a river crossing, should that become necessary, was added in FY 07-08. • Design and construction of a new police station and public works building were added in FY 07-08 and FY 08-09. Please place this item on the Committee of the Whole agenda of September 19, 2006 for consideration. Pro, ced Water('ORA improvement Program 12-Sep-06 Fundina Source Water Improvement Y_= Project &Expansion Fund MFT Developer FAU Total 06-07 a)Routes 71/126 Watermain Casing $19,000 $19,000 b)SW Regional Water Improvements(Design) $500,000 $500,000 c)Fox&Washington Watermains(In-Town Road Pgm) $110,000 $110,000 d)Heustis Watermain Replacement(In-Town Road Pgm) $110,000 $110,000 e)SCADA System for Waterworks $200,000 5200,000 f)Well#7 Driveway&Landscaping 550,000 $50,000 g)Galena Road Watermain $620,000 $620,000 h)Kennedy Road PRV Station 1200.000 Sub-Total $489,000 $1,320,000 $1,809,000 07-08 a)Well No.6&Water Treatment Plant(Design) 5200,000 5200,000 b)Well No.4 Rehabilitation $100,000 $100,000 c)Elizabeth Street Watermain Replacement $150,000 5150,000 d)Orange/Olsen Watermain Loop 540,000 540,000 e)Gawne Lane Watermain $140,000 $140,000 f)Eldamain/Rt.34 PRV Station 5200,000 $200,000 $870,000 5870,000 g)Well No.13 h)Well No.13 Treatment Plant $3,440,000$73 53,440,000 r�Greenbriar Road Watermain Extension 5730,000 5730,000 j)2.0 MG Water Tower $2,000,000 $1,900,000 $3,900,000 k)Chally Farm Booster Station $610,000 $610,000 1)South Water improvements(Design) $1,140,000 $1,140,000 m)McHugh Road Watermain Abandonment x1 n 5».40 Sub-Total 52,640,000 000 $8,890,000 $11,530,000 0 08-09 a)W.Ridge Watermain Replacement 5140,000 $140,000 b)Radio-read meter retrofit(Phase 1) $115,000 $115,000 c)Game Farm/Somonauk Road Watermains $65,000 $65,000 d)Well No.6 $1,000,000 $1,000,000 e)Well No.6 Treatment Plant $2,500,000 $2,500,000 f)Well#7 Standby Generator 5350,000 5350,000 g)Tower Lane Watertower Painting S1_3 ,0 00_0 5150 000 Sub-Total 5820,000 $3,500,000 $4,320,000 09-10 a)Washington&Orange Watermain Replacement 5250,000 $250,000 (S.Main-Mill) b)S.Main Strut Watermain Replacement $200,000 5200,000 c)Radio-read meter retrofit(Phase 2) $115,000 5I 15,000 d)Route 47 Watermain Relocations 5550-000 5550-000 Sub-Total $1,215,000 51,215,000 10-11 a)West Fox River Watermain Crossing S750,000 $750,000 b)Well No3 Rehabilitation S 100-000 S 100 010 Sub-Total $850,000 $850,000 11-12 a)Newlywood Foods Watermain Replacement 5150,000 $150,000 b)River Road Watermain Replacement(Rt47-King) 5124.000 .1120-000 Sub-Total $270,000 $270,000 Water Total $6,284,000 $13,710,000 $19,994,000 proposed ganitna Capital improvement Program 12-Sep46 Funding Source San.Sewer Imp. Year ProTect &Expansion Fund MFT Developer FAU Total 06-07 a)SW Interceptor-Engineering 5200,000 5200,000 b)Rob Roy Creek Interceptor(West Branch)-Design $100,000 5100,000 c)Aux Sable Creek Pump Station&Interceptors-Design $760,000 $760,000 d)SW Interceptor-Contract 1 2,700,000 $2,700,000 e)SW Interceptor-Contract 1(Forest Preserve Landscaping) $150,000 $150,000 f)SW Interceptor-Contract 2 2-500-000 S2-500-000 Sub-Total $6,410,000 $6,410,000 07-08 a)Rob Roy Creek Interceptor-West Branch 53,130,000 53,130,000 b)Aux Sable Creek Forcemain-Contract IA $2,750,000 $2,750,000 c)Aux Sable Creek Pump Station-Contract 2 $4,550,000 54,550,000 d)Aux Sable Creek Interceptor-Contract 3 $2,300,000 52,300,000 e)Aux Sable Creek Interceptor-Contract 4 $2,150,000 $2,150,000 f)Fox Hill Sewer Recapture S150,000 $150,000 g)SCADA System for Pump Stations $100,000 5100,000 h)Palmer Court Sanitary Sewer Replacement 550.000 S50-000 Sub-Total 5300,000 514,880,000 515,180,000 08-09 a)Miscellaneous Repairs $30,000 530,000 b)Game Farm Road Sanitary Sewer Repairs S50-000 $50-000. Sub-Total $80,000 580,000 09-10 a)Miscellaneous Repairs $30,000 $30,000 b)Sewer Extensions $150,000 S150,000 c)Route 47 Sanitary Sewer Repairs S200-000 5200-000 Sub-Total S380,000 S380,000 10-11 a)Citywide SSES repairs-Design $200,000 $200,000 b)Miscellaneous Repairs $30,000 $30,000 c)Sewer Extensions 5150.000 5150.000 Sub-Total 5380,000 5380,000 11-12 a)Citywide SSES repairs 52,000,000 52,000,000 b)Miscellaneous Repairs 530,000 $30,000 c)Sewer Extensions 5150.000 .1150000 Sub-Total S2,180,000 S2,180,000 Sanitary Total 53,320,000 521,290,000 $24,610,000 4 Pronoc d Rtreet Capital Improvement Program 12-Sep-06 Funding Source yg3l PTiect General Fund MFT Developer FAU Total 06-07 a)Asphalt Pavement Treatment 550,000 550,000 b)Crack Sealing 540,000 540,000 c)Countryside Pkwy(W.Kendall to E.Kendall) S260,000 5260,000 d)In-Town Road Program(Phase 2)-Utility Construction $500,000 5500,000 e)In-Town Road Program(Phase 2)-Roadway Const. $1,350,000 S1,350,000 t)Game Farm Road(Phase 2 Engineering) S100,000 S 100,000 5200,000 g)Comeils Road(Beecher to Route 47)-Design 5200,000 5200,000 h)Route 47(Comeils to Jericho)-Initial Design 5360,000 5360,000 i)RL34/Sycamore Traffic Signal-Design S30-000 S10-0po Sub-Total S1,900,000 $430,000 5560,000 5100,000 52,990,000 07-08 a)Asphalt Pavement Treatment 550,000 S50,000 b)Crack Sealing 520,000 520,000 c)Palmer Court $70,000 $70,000 d)Countryside Parkway(Center-W.Kendall) S 110,000 S110,000 e)Game Farm Road(ROW acquisition) S100,000 5100,000 5200,000 D Wooddale Drive Construction 525,000 525,000 g)Faxon Road extension to Route 47-ROW Acquisition 5100,000 5100,000 h)Route 47(Comeils to Jericho)-Final Design 51,000,000 51,000,000 i)Kennedy Road(Bristol Ridge to RR tracks) 52,540,000 52,540,000 j)SW Regional Roadway Improvements-Design S160,000 $160,000 k)Van Emmon Guardrail&Culvert Extension 530,000 $30,000 1)RL34/Sycamore Traffic Signal-Construction S 150.000 5159.00n Sub-Total 5535,000 5120,000 53,700,000 5100,000 S4,455,000 08-09 a)Asphalt Pavement Treatment $60,000 560,000 b)Crack Sealing $20,000 520,000 c)Game Farm Road(Phase 3 Engineering) 570,000 S160,000 S230,000 d)Game Farm Road(Construction) 5690,000 $1,610,000 52,300,000 e)Strawberry Lane/ConoverCt 5120,000 S120,000 0 Faxon Road Extension to RL47 5700,000 S1,000 5701,000 g)Route 47(Corneils to Jericho)-Phase 1 Construction S8,000,000 $8,000,000 h)Kennedy Road(Christy to Bristol Ridge Road) 51,600,000 S1,600,000 i)Greenbriar Road Extension 5700,000 5700,000 J)Fox Road Resurfacing(Pavilion-Route 47) $600,000 S600,000 k)Pavillion Road Improvements(Fox-RL71) S1,400,000 S1,400,000 1)River Road Bridge @ Blackberry Creek-Phase 1 Engrg. 5100-000 5190.000 Sub-Total 5860,000 S901,000 $12,300,000 51,770,000 515,831,000 09-10 a)Asphalt Pavement Treatment S60,000 $60,000 b)Crack Sealing 530,000 530,000 c)Powers CL 575,000 575,000 d)Route 47 non-participating street costs 5500,000 S500,000 (streetlights,traffic signals,Jefferson Street) e)Kennedy Road(RR tracks to Galena) S1,430,000 S1,430,000 0 Mill Road(Kennedy to east end Grande Reserve) S2,640,000 52,640,000 g)Corneils Road(Caledonia to Route 47)-Construction 5600,000 $600,000 h)Route 47(Comeils to Jericho)-Phase 2 Construction $8,000,000 58,000,000 i)Streetlight Construction(Various Locations) $50,000 S50,000 j)River Road Bridge @ Blackberry Creek-Phase 2 Engrg. 5140-Dw 5100.000 5200-000 Sub-Total 5285,000 5530,000 512,670,000 5100,000 S13,585,000 10-11 a)Asphalt Pavement Treatment $60,000 S60,000 b)Crack Sealing 540,000 540.000 c)E.Kendall Drive&Mulhem Court 5250,000 5250,000 d)Washington Street(RL47-Mill) S120,000 S120,000 e)McHugh Road resurfacing(E.Main to Walnut) S150,000 S150,000 f)Streedight Construction(Various Locations) 550.000 550,000 g)River Road Bridge @ Blackberry Creek-Construction SIRS-040 5559.444 5235 D00 Sub-Total 5815,000 S40,000 5550,000 $1,405,000 11-12 a)Asphalt Pavement Treatment 560,000 $60,000 b)Crack Sealing S40,000 $40,000 c)W.Kendall Drive&Anderson Court 5250,000 5250,000 d)Countryside Subdivision-Units 8&9 5200,000 5200,000 e)Streetlight Construction(Various Locations) 550-004 S50000 Sub-Total 5560,000 $40,000 5600,000 Streets Total S4,955,000 S2,061,000 S29,230,000 52,620,000 538,866,000 Propoged Misrellaneoua Capital improvement Program 12-Sep-06 Funding o Ys;ll 249= General Fund Developer Grunt Total 06-07 a)ISWS Groundwater Study $10,364 $10,364 b)Blackberry Creek flood study $24,490 524,490 c)Nelson Landfill USGS Study $8,000 $34,000 S42,000 d)Downtown Brownfield Study $12,000 $12,000 e)Raymond Storm Sewer Outfall-Construction 51,000,000 51,000,000 f)Fox Road Stormwater Study 534-000 S34-000 Sub-total $54,854 $1,068,000 51,122,854 07-08 a)ISWS Groundwater Study $3,455 $3,455 b)Blackberry Creek flood study $10,550 S10,550 c)Raymond Detention-Construction $4,000,000 54,000,000 d)Bury Cam Ed poles $100,000 $100,000 e)Downtown Brownfield-Remediation S250,000 S250,000 0 Town Square Sidewalk Replacement $25,000 S25,000 g)City-County Jefferson St.Design 550,000 S50,000 h)Fox Hill Unit 3 Parking 530,000 $30,000 i)Rt.126/Rt.71 Landscaping 55,000 55,000 j)Sidewalk Replacement/Extension Program $60,000 $60,000 k)River Crossing Study $100,000 $100,000 1)Police Station-Design $650,000 $650,000 m)Parks/Public Works Facility-Design $150.000 S150,000 Sub-total S5,184,005 $250,000 $5,434,005 08-09 a)Bury Cam Ed poles $100,000 5100,000 b)Sidewalk Replacement(Extension Program 560,000 $60,000 c)ISWS Groundwater Study $691 $691 d)Police Station-Construction $11,000,000 S 11,000,000 e)Parks/PW Facility-Construction $7.0000 S7000-000 Sub-total $160,691 S 18,000,000 S18,160,691 09-10 a)Bury Cam Ed poles S100,000 $100,000 b)Route 47 sidewalk construction 5410,000 5410,000 c)Sidewalk Replacement/Extension Program $60.000 $60.000 Sub-total S570,000 5570,000 10-11 a)Bury Cam Ed poles $100,000 S100,000 b)Sidewalk Replacement/Extension Program $60,000 $60-000 Sub-total $160,000 $160,000 11-12 a)Bury Cam Ed poles S100,000 5100,000 b)Sidewalk Replacement/Extension Program $60.000 $.60-000 Sub-total $160,000 $160,000 Misc.Total $6,289,550 $19,068,000 $250,000 $25,607,550 I Summary of Capital Improvement Program 12-Sep-06 Fundine Source Year Category General Fund Water Sanitary MFT Developer FAU Other Grant Total 06-07 a)Water Improvements $489,000 $1,320,000 $1,809,000 b)Sanitary Improvements $6,410,000 $6,410,000 c)Street Improvements $1,900,000 $430,000 $560,000 $100,000 $2,990,000 d)Miscellaneous Improvements $54.854 $1,068,000 S 1 122,854 Totals $1,954,854 $489,000 $430,000 $9,358,000 $100,000 $12,331,854 07-08 a)Water Improvements $2,640,000 $8,890,000 $11,530,000 b)Sanitary Improvements 5300,000 $14,880,000 $15,180,000 c)Street Improvements $535,000 $120,000 $3,700,000 $100,000 $4,455,000 d)Miscellaneous Improvements S5,184005 $250.000 $5,434.005 Totals $5,719,005 $2,640,000 $300,000 $120,000 $27,470,000 $100,000 $250,000 $36,599,005 08-09 a)Water Improvements $820,000 $3,500,000 $4,320,000 b)Sanitary Improvements $80,000 $80,000 c)Street Improvements $860,000 $901,000 $12,300,000 $1,770,000 $15,831,000 d)Miscellaneous Improvements S160691 $18-000,000 $18 160.691 Totals $1,020,691 $820,000 $80,000 $901,000 $33,800,000 $1,770,000 $38,391,691 09-10 a)Water Improvements $1,215,000 $1,215,000 b)Sanitary Improvements $380,000 $380,000 c)Street Improvements $285,000 $530,000 $12,670,000 $100,000 $13,585,000 d)Miscellaneous Improvements $570.000 5570.000 Totals $855,000 $1,215,000 $380,000 $530,000 $12,670,000 $100,000 $15,750,000 10-11 a)Water Improvements $850,000 $850,000 b)Sanitary Improvements $380,000 $380,000 c)Street Improvements $815,000 $40,000 $550,000 $1,405,000 d)Miscellaneous Improvements S160,000 $160-000 Totals $975,000 $850,000 $380,000 $40,000 $550,000 $2,795,000 11-12 a)Water Improvements $270,000 $270,000 b)Sanitary Improvements $2,180,000 $2,180,000 c)Street Improvements $560,000 $40,000 $600,000 d)Miscellaneous Improvements 1160-000 5160.000 Totals $720,000 $270,000 $2,180,000 $40,000 $3,210,000 Total Cost of 6-year Program 511,244,550 $6,284,000 $3,320,000 $2,0619000 $83,298,000 $29620,000 $250,000 $109,077,550 PW � Reviewed By: J� T Legal El City Council leas Finance ❑ k'110(-Engineer -�' \ k'110(- A enda Item Tracking Number City Administrator ❑ �, �O Consultant ❑ W ❑ ALE City Council Agenda Item Summary Memo Title: In-Town Road Program(Phase 2) -Funding City Council/Committee of the Whole Date: Nov. 21,2006 Committee of the Whole Synopsis: Updated estimates for Phase 2 total $2.9 million dollars. Only $2.6 million remains from the bond sale. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None Council Action Requested: Decide if additional funding shall be applied to the project or if the scope of work should be reduced. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Co.o United City of Yorkville Memo : '" 800 Game Farm Road EST. 1 1836 Yorkville, Illinois 60560 -4 Telephone: 630-553-8545 0� � p Fax: 630-553-3436 X.." `w Date: November 14, 2006 To: John Crois,Interim City Adn strator From: Joe Wywrot, City Engineer OA- CC: Sue Mika,Finance Director OA — CC: Pickering, Deputy City Clerk Subject: In-Town Road Program(Phase 2) -Funding The plans for this project are near completion. Smith Engineering has generated an updated cost estimate for project,which would be constructed as two separate contracts. These are summarized as follows: Contract Construction Const. Engineering Total Drainage $ 678,878.00 $111,375.00 $ 790,253.00 Roadway $1,982,438.64 $113,898.75 $2,096,337.39 Totals $2,661,316.64 $225,273.75 $2,886,590.39 We currently have $2,587,000 left from the bond sale for the In-Town Road project, resulting in a$300,000 shortfall. About half of that$300,000 is due to increased asphalt prices since the project began. The other half is mainly due to the addition of Hydraulic Avenue (Adams to Mill)and Mill Street(Fox to Washington)to the project. Possible alternatives include supplementing the bond funds with general revenue funds in FY 07-08, selling additional bonds, or reducing the scope of the project. We are currently planning to receive bids for the work in February and March of next year,therefore we need to work out the funding issue now. Please place this item on the November 21, 2006 Committee of the Whole agenda for discussion. Reviewed By: J� T Legal ❑ City Council E is3s Finance ❑ ESE 1 Engineer fiA )(-,j %`It-)/.t A enda Item Tracking Number y City Administrator ❑ �O Consultant ❑ ALE �v City Council Agenda Item Summary Memo Title: Southwest Transportation Improvements—Contract F.7 (Fox Road) City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: Seeking guidance from the Committee regarding the addition of sidewalk and a turn bay on Fox Road. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Consensus Council Action Requested: Decision on sidewalk route at White Oak Estates, approval of sidewalk construction, and denial of turn bay construction. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: o United City of Yorkville Memo J : .91 -A% 800 Game Farm Road EW. 1 1836 Yorkville, Illinois 60560 4 -� Telephone: 630-553-8545 Fax: 630-553-3436 SCE Date: November 13,2006 To: John Crois, Interim City Adm' 'strator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City Clerk Subject: Southwest Transportation Improvements—Contract F.7 (Fox Road) The SW Transportation Improvement contract with Engineering Enterprises calls for patching and resurfacing of Fox Road from Pavillion Road to Route 47. Two possible additions to the project have recently been discussed that have a fmancial impact, therefore I am seeking guidance from the Committee of the Whole. Sidewalk Three developments are proposed(Aspen Ridge, Evergreen Farm, and Silver Fox) totaling 466 homes that will have direct frontage on Fox Road. The existing River's Edge development(166 homes)and White Oak Estates (94 homes) are also located along Fox Road and have some sidewalk installed along Fox but do not have a continuous sidewalk into town. In addition,the unincorporated Fox Glen(19 homes), and Fox Lawn(84 homes) developments, and some individual homes exist along Fox Road. Therefore we asked EEI to estimate the cost of adding sidewalk to the project so that one continuous stretch of sidewalk would exist along the north side of the road from River's Edge into town. There would still be a 1600 foot long gap between River's Edge and Silver Fox where sidewalk would be constructed at a later date. The estimate for sidewalk from White Oak into town(Morgan Street) is $23,000. The estimate for sidewalk from White Oak to River's Edge depends upon the route. When White Oak was developed,the city agreed that the developer did not have to construct sidewalk along his Fox Road frontage. Instead,pedestrians would walk along White Oak Way and Norway Circle, and then through a sideyard at the SW corner of the White Oak development out to Fox Road. An easement was recorded through the sideyard when White Oak Unit 4 was platted, although no sidewalk was constructed there. Using that route,the estimate is$51,000. Constructing new sidewalk along Fox Road west of White Oak Way would cost$92,000. We would need to obtain easements for most of the new sidewalk. I recommend that the sidewalk be routed through White Oak Estates,rather than along Fox Road. I also recommend that sidewalk along Fox Road be added to the project,but prioritized based on available funding as described below: First: Morgan Street to White Oak Way Second: White Oak Development to River's Edge Westbound Turn Bay at White Oak Way EEI was also asked to evaluate the need and cost of a westbound deceleration lane at White Oak Way. The cost of this work would be around$41,000. EEI did not perform a detailed analysis, but doubts that traffic volumes are sufficient to warrant the turn bay. I do not recommend that a westbound turn bay be constructed at White Oak Way. Please place these items on the November 21, 2006 Committee of the Whole agenda for consideration. MEMO To: Joe Wywrot, P.E. kf United City of Yorkville Entsrpriaaa■ From: Nathaniel J. Koehneke, E.I. In4m. Date: November 9, 2006 Re: Fox Road Sidewalk and Turn Lane Options EEI Job#: Y00629 Joe, Per your request,we have estimated preliminary construction and engineering costs to complete sidewalk runs along Fox Road from the White Oak subdivision entrance to the East,from the White Oak subdivision entrance to the West, and from the Southwestem-most cul-de-sac in the White Oak subdivision to the West (to the Rivers Edge Subdivision). We have also completed a cost estimate for a right turn lane into the White Oak subdivision as well as an analysis of whether the turn lane is warranted according to IDOT standards. Sidewalk Cost Estimate Summaries: White Oak Subdivision Entrance to the East(Including contingency): $20.000.00 ($22,800 w/Engineering) White Oak West to Rivers Edge Subdivision From White Oak,Along Fox Road R.O.W. (Including contingency): $81.000.00 ($92,300 w/Engineering) Utilizing White Oak's Internal Sidewalks:(Including contingency): $45.000.00 ($51,300 w/Engineeering) Note that the two estimates for work to the West of White Oak are different aftematives for extending sidewalk to the West, and only one or the other should be selected. Starting from the White Oak cul-de-sac, the distance of the sidewalk is reduced from 2400 feet to approximately 1500 feet. The cost is also reduced because less brush removal is required in front of the White Oak Subdivsion. However,that route requires pedestrian traffic to be routed through the White Oak subdivision instead of along Fox Road. Right Tum Lane at White Oak: Right Turn Lane at White Oak(Including contingency): $36.000.00 ($41,000 w/Engineeering) A traffic count has not been performed for turning movements into the subdivision. However, based on a Fox Road traffic count of 256 vehicles per hour for the peak hour of Westbound traffic and a 35mph design speed, IDOT requires at least 110 right turn movements in the peak hour to warrant a right turn lane. Given the size of the subdivision, we are skeptical that there are that many right turns into the subdivision. However, if the City would like, EEI could count turning movements during the peak hour to be sure. Please let us know how you would like to proceed. If you have any questions or concerns, please contact our office. PC: Eric Dhuse, Director of Public Works JWF, RGN—Engineering Enterprises, Inc. 52 Wheeler Road,Sugar Grove, IL 60554 Tel:6301466-9350 Fax:630/466-9380 www.eeiweb.com Reviewed By: J2 �� Legal ❑ City Council Finance ❑ WT.. ''m Engineer ❑ y City Administrator El Agenda Item Tracking Number Consultant El V4 ac©� '( Kq 9 , ALE �V`, ❑ City Council Agenda Item Summary Memo Title: PW office expansion City Council/COW/Committee Agenda Date: November 21, 2006 COW Synopsis: Possibility of expanding the office space at PW Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Council consensus Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: c1r o United City of Yorkville Memo Public Works Department ST. =_ pass 800 Game Farm Road Yorkville, Illinois 60560 20� Telephone: 630-553-4370 SCE Fax: 630-553-4377 Date: November 13, 2006 To: Joe Besco, Chairman From: Eric Dhuse, Director of Public Works CC: Art Prochaska, Mayor John Crois, Administrator Subject: PW Office Expansion Joe, I have attached a drawing of our current PW office space and a proposed one. I would like to get prices and expand our office as soon as the new water treatment facility is operational. The Public Works department would perform most of the work except for the insulation and drywall. I believe that costs would be kept to a minimum because of this fact. I would ask Council permission to perform this work as soon as possible. I would ask that this be placed on the November 21, 2006 COW agenda for discussion. If you have any questions, please let me know. Current Proposed Vw 4t c United City of Yorkville County Seat of Kendall County J ^n 800 Game Farm Road „y Yorkville, Illinois, 60560 EST. 1836 Telephone: 630-553-4350 --' Fax: 630-553-7575 y Website: www.yorkville.il.us �'�•� �`�� WATER DEPARTMENT REPORT CE AUGUST 2006 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FE FE FE MILLION GALLONS 3 1335 463 203 10145 4 1393 542 186 22974 TOTAL 33119 CURRENT MONTH'S PUMPAGE IS 6,502,000 GALLONS MORE/ SI S THAN LAST MONTH 840,000 GALLONS 6�/LESS THAN LAST YEAR DAILY AVERAGE PUMPED: 1,068,000 GALLONS DAILY MAXIMUM PUMPED: 1,640,000 GALLONS DAILY AVERAGE PER CAPITA USE: 106.8 GALLONS WATER TREATMENT CHLORINE FED: 491 LBS. CALCULATED CONCENTRATION: 1.4 MG/L FLUORIDE FED: 481 LBS. CALCULATED CONCENTRATION: 0.32 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY(EXPLAIN) FLOURIDE: 2 SAMPLE(S)TAKEN CONCENTRATION: 1.01 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 17 NUMBER OF LEAKS OR BREAKS REPAIRED: 1 NEW CUSTOMERS RESIDENTIAL: 66 COMMERCIAL: 2 INDUSTRIAL/GOVERNMENTAL: COMMENTS 1 LEAK REPAIR 977 HEARTLAND CONTRACTOR PULLED CORP OUT OF THE LATEEMAIN. 0,000 GALLONS OF WATER LOST. P1,4 �" -7 cli, United City of Yorkville a00('0 -(� County Seat of Kendall County J� 0� 800 Game Farm Road Yorkville, Illinois, 60560 esr. 1T4„ Baas Telephone: 630-553-4350 -�� Fax: 630-553-7575 Website: www.yorkville.il.us � °nom z� O E ��� WATER DEPARTMENT REPORT SEPTOMM 2006 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FEET FE MILLION GALLONS 3 1335 463 203 8477 4 1393 542 187 15709 TOTAL 24186 CURRENT MONTH'S PUMPAGE IS 8,933,000 GALLONS MORFQ!PMAN LAST MONTH 12,941,000 GALLONS MORE SS HAN LAST YEAR DAILY AVERAGE PUMPED: 806,000 GALLONS DAILY MAXIMUM PUMPED: 1,007,000 GALLONS DAILY AVERAGE PER CAPITA USE: 80.6 GALLONS WATER TREATMENT CHLORINE FED: 389 LBS. CALCULATED CONCENTRATION: 1.9 MG/L FLUORIDE FED: 398 LBS. CALCULATED CONCENTRATION: 0.36 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY(EXPLAIN) FLOURIDE: 2 SAMPLE(S)TAKEN CONCENTRATION: 1.12 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 3 NUMBER OF LEAKS OR BREAKS REPAIRED: 1 NEW CUSTOMERS RESIDENTIAL: 100 COMMERCIAL: INDUSTRIAL/GOVERNMENTAL: COMMENTS 1 SERVICE LEAK @ 1324 SPRING ST COPPER ATE OUT DUE TO BAD FLARE 30,000 GALLONS PVI _t !' United City of Yorkville p\j aco(o , Iq County Seat of Kendall County J� T 800 Game Farm Road Yorkville, Illinois, 60560 EST 1836 Telephone: 630-553-4350 -� Fax: 630-553-7575 o� L O Website: www.yorkville.il.us cE `a WATER DEPARTMENT REPORT mmRF_R ?nnti MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FE FE MILLION GALLONS 3 1335 463 203 2440 4 1 1393 542 186 18,112 TOTAL 24,736 CURRENT MONTH'S PUMPAGE IS 550,000 GALLONS MO LESS THAN LAST MONTH 15,121,000 GALLONS MO SS AN LAST YEAR DAILY AVERAGE PUMPED: lgb,uuu GALLONS DAILY MAXIMUM PUMPED: 1,035,000 GALLONS DAILY AVERAGE PER CAPITA USE: 79.8 GALLONS WATER TREATMENT CHLORINE FED: 35 LBS. CALCULATED CONCENTRATION: 1.7 MG/L FLUORIDE FED: 447.5 LBS. CALCULATED CONCENTRATION: 0.40 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN) FLOURIDE: 2 SAMPLE(S)TAKEN CONCENTRATION: 1.11 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 13 NUMBER OF LEAKS OR BREAKS REPAIRED: 6 NEW CUSTOMERS RESIDENTIAL: 66 COMMERCIAL: 2 INDUSTRIAL/GOVERNMENTAL: COMMENTS We had a total of 4 watermain breaks. We also had 2 service leaks. We lost a total of 930,000 gallona of water. We also flushed every fire hydrant in town. pw --I'� ♦,��0 C/Ty Reviewed By: J2 -16 Legal ❑ City Council Finance ESE > iaas El Engineer 1& -t � � City Administrator El Consultant Tracking Number Consultant ❑ El 4E �v City Council Agenda Item Summary Memo Title: Grande Reserve Units 2 & 5 —Letter of Credit#S587490 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: The letter of credit covering individual homesite items is due to expire on 1/27/07. Recommend calling the letter of credit unless it is renewed by 1/19/07. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize City Clerk to call the letter of credit unless it is renewed by Jan. 19, 2007. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road ESE 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 - o Fax: 630-553-3436 ALE ��'�• Date: November 7, 2006 To: John Crois,Interim City Administrator From: Joe Wywrot, City Engineer - U CC: Lisa Pickering, Deputy City Clerk John Wyeth, City Attorney Subject: Grande Reserve Units 2 & 5 —Letter of Credit#S587490 Attached fmd a notice from LaSalle Bank that the letter of credit for the referenced project will expire on January 27,2007. This letter of credit, in the amount of$30,000.00, is to guarantee satisfactory completion of individual homesite punchlist items such as final grading, driveway approaches,property corners,B-Box repairs, etc. for the first half of the lots in Unit 2 and all of the lots in Unit 5. Very often a construction guarantee is necessary when certificates of occupancy are issued for new homes because not all of the sitework is completed at that time. These are normally established on a lot-by-lot basis. For these specific lots in Units 2 and 5, however,the developer chose to establish one larger letter of credit. We will notify the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to January 19, 2007. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. aMEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO,GROUP MEMBER OF T3 LHUHLLL BANK No H. ° 5411 W. tHu 1isF�t '~ F� i 1~� t-LOUR ¢ o zm Lti l ut.;uU, 1L 6066 m o LL 1 iY -' i/J�t f34fati'. o ¢ 0 UNITED C11`r OF YURKViLLL �i�1f47 UAML FHoly! HUa YURKVILLE, IL 60 660 ° ATM: VILLAGE HU'AIN1;:3't`RATUR 0 m -0 O UUf! - KL!'ERENC.L: S.."J67490 m ¢ c7 m O m z IN f4L:l..QRS k%JC E W i'l Fl i Hk I Ef PIS AND L:t.3NU I IONS OF THE ABUVE m REFERENCED LE r fER OF CREDIT, rHIS is -ru Prw isL- You -rHH r rHE z f: o RED11 WILL EXPI L UN JANUARY; 2'11 i_'01di'! o ¢ w m i.,A NO SIGNA i RL REQUIRLU cc Q m CC: i-i;4SUU 1 NtdLL 1"'0'ANUS. RL SLR V L LLC .m 6860 N. F RUN M HWE R° O. , aU j I WO BURR htIDUL, IL bOb;�!/ o m ¢ m ¢ D Q t rti 2 D m _ Z w0 0 � O w C g ;v 0 3 c7 m O 5 ¢ a _ >z 9 p o ¢ o ro O ¢ rm 0 1 m O .O Q z aim : m m O O ¢ m ¢ ,.O z:...;. m ¢ m m.'. z O a ¢. -0 m 0 w O 21 40 839W3W df10d0 OHWV N8V 3H1 JO 839W3W dnOdO 08WV N8V 3H1 d0 d38W3W dnoHO OdWV N9V 3H1 d0 d39W3W dnoue OHWV N8V 3H1 d0 839W3W dnous OdWV N9V 3H1 d0 838W3W dnowo OUAV N8V 3H1 AO U38W3e PW 41c) 0 C/Ty Reviewed By: J� � Legal El City Council Finance ❑ EST. , 1836 � Engineer Q Agenda Item Tracking N n er -T. Ci ty Administrator 0 © �O Consultant ❑ � — "l LE City Council Agenda Item Summary Memo Title: Grande Reserve Units 12 & 13 —Letter of Credit#5587587 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: The supplemental letter of credit is due to expire on January 31,2007. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by January 22, 2007. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: CO,o United City of Yorkville Memo J + ' -0 800 Game Farm Road Esr. 1 1836 Yorkville, Illinois 60560 -4 -� Telephone: 630-553-8545 �� °�«. p Fax: 630-553-3436 ALE ��'�• Date: November 6, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer '�-6s�-- CC: Lisa Pickering, Deputy City Clerk John Wyeth, City Attorney Subject: Grande Reserve Units 12 & 13 —Letter of Credit#S587587 Attached find a notice from LaSalle Bank that the letter of credit for the referenced letter of credit will expire on January 31, 2007. This letter of credit, in the amount of $274,074.61, is a supplementary letter of credit to guarantees satisfactory completion of the land improvements for Grande Reserve Units 12 and 13. I will notify the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to January 22, 2007. Please place this item on the Committee of the Whole agenda of November 21,2006 for consideration. ,MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP.MEMBER OF THE ABN AMRO GROUP MEMBER OF,.T9 ...'-PUALLL BRNK N. A. m b-40 W. l�ii-1DIUUN -- 261+1 FLUUK o L H1LRUU, 1L b0bbI m UW i F°f c L/i:6Ll(.�1;-44 Z O o UNITLD GI VY OF rURKVILL m YURfI V 1L..LE, 1L i:,s 360 D w — g U' m p ¢:. O IN ACCURDHNUE W11 H THE I E:RMS AND GUNDI T 1ONS Of- THL (313LIVL m REFERENCED Lt=d CER OF t,:REDIT, fHIS 13 Tu AL''VYSE YUU THA'r rHL Z iiED1 P WILL �Y IRL UN JANUARY , I, 2;101 o 0 o, NO `,�1 UNA f RL RIW 1 r rED m m Uc. P-'H:SUU 1 NLLL 1-71 ILL L:HU::iS 1 Nu LLC m b8t3W N. F=RUN i HUL RD. , SU I TF— 100 W BURR H11'UL, 1L bi 52J 0 ! o a ' O 3 C7 zm ¢ O z x m 'm w m Z O � , m O g p w a 0 m 0 O ¢ Q y z 0 0 cc m S g p w g v a O m ¢ :, 3 70 O x m m w m w: 3 o 0 m im g o w m 0 ¢,.... O w W :O C m d0 5d39W3W d ouo OHVYV N9V 3Hl d0 H39W3W d oiHo OHWV N9V 3H1 JO 839W3W df10HO OHWV N9V 3Hl d0 839W3W dnouo OHWV N9V 3Hl d0 839W31N df10H0 OHWV N9V 3Hl d0 H39W3W dl owo OHAV N9V 3Hl d0 839W3W' PW All ♦,��D C/r y Reviewed By: Jam ' 0► Legal r-1 City Council Finance ❑ EST. � 1836 Engineer � ��0141-A - A enda Item Tracking Number -4 y City Administrator �O Consultant ❑ ♦ ❑ SCE w� City Council Agenda Item Summary Memo Title: Grande Reserve Unit 12—Letter of Credit#5587890 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: The supplemental letter of credit is due to expire on February 17, 2007. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by January 26, 2007. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: o United City of Yorkville Memo '" 800 Game Farm Road �sr 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE Date:November 14,2006 To: John Crois,Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City Cler John Wyeth, City Attorney Subject: Grande Reserve Unit 12—Letter of Credit#5587890 Attached find a notice from LaSalle Bank that this letter of credit Grande Reserve Unit 12 will expire on February 17, 2007. This letter of credit, in the amount of$542,403.78, guarantees a portion of the land improvements and supplements other letters of credit for Unit 12. I have notified the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime, however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to January 26, 2007. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. ,MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OFT D LAI ,*3ALLE BANi( N.A. 3 0 340 W. MADISON — 26TH FLOOR CHICAGO, IL 60,561 T EL31 c_-904—E•s462 NOVEM13ER 09, UNITED CITY OF YORKVILLE 0:: 0 ° EE O BAME i°i--1tRM RD Zm YOR! V I L L E, q L S0 500 0 :m F i In O }a w O m O '.` a . ?�V _c �� 3I ��O OU RE ¢ ,. p fF IN ACCORDANCE WITH THE TERMS €ND CONDITIONS OF THE € BOVE REFERENCED L.ETTE'R OF 4 RE D I:T 3 THIS 15 TO ADVISE YOU THAT THE m CREDIT WILL EXPIRE ON FEBRUARY 17, 200.7 COMPUTER GENERATED ,3 O O O 11 CC r-!� t the 1 t p+ CROSSING 7 t^+ m cc; t`�fi7:43t�1.�.�.L.IYE t._i._��"'M.J.i..L LLC ;m BURR r'i,:tDUE IL 60527 ' m W : e 7 = m ¢ _ O Q y m m Q �m w ; ¢. Z ¢ -`'o w w C Awl"O ¢ n 0 e,m ;.0 Q "y D O w : m w O a 3 Q m ¢ 3 c7 m � O m " m Q - 0 � < m O 3 ¢ m y Z" S Q D O ¢ O w Gi m � 0 �1 d0 838W3W df108O OHWV NOV i H1 d0 838W3W dnoHo ONWV N8V]Hi d0 839W3W dl1080 OBWV NOV 3Hl dO 838W3W dmio 08WV NOV 3H1 d0 838W3W df1080 ONWV NOV 9H1 dO 838W3W d(1080 08WV N8V 9Hl d0 838W3W' ♦,��D CIP Reviewed By: J� T Legal El City Council EST. 1836 Finance ❑ 1 Engineer �'' '�'"�°� o Agenda Item Tracking Number -4 City Administrator El �O Consultant ❑ ♦ ❑ SCE � City Council Agenda Item Summary Memo Title: Grande Reserve Unit 13 —Letter of Credit#5587891 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: The landscaping letter of credit is due to expire on February 7, 2007. Recommend authorizing the City Clerk to call the LOC if it is not renewed. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not renewed by January 26, 2007. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo 800 Game Farm Road ESL , 1896 Yorkville, Illinois 60560 �� Telephone: 630-553-8545 ;P C-1sw p� Fax: 630-553-3436 LE Date: Date: November 14,2006 To: John Crois,Interim City Administrator From: Joe Wywrot, City Engineer v CC: Lisa Pickering,Deputy City Cl John Wyeth, City Attorney Subject: Grande Reserve Unit 13 —Letter of Credit#S587891 Attached find a notice from LaSalle Bank that this letter of credit Grande Reserve Unit 13 will expire on February 7,2007. This letter of credit, in the amount of$875,399.14, guarantees satisfactory completion of the landscaping. I have notified the developer that this letter of credit needs to be renewed, and I anticipate that it will. In the meantime,however, I recommend that City Council authorize the City Clerk to call the letter of credit if it is not renewed prior to January 26,2007. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF THE ABN AMRO GROUP MEMBER OF T LASALLE BANE, IN. A. ¢.: 540 W. MADISON s. GTH FLOOR :. m CHICAGO, I L TEL3 1.22-904-8462 > 3 O -O NOVEM13ER 0-9, 2'00-6 0 f ;3 UNITED CITY OF YC}RKVIL_LE YORKVILLE, IL. 60560 x H " D O 3 w m m O � OUR REFERENCE: a5t f.7Jl v m Q>. `mD IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF THE ABOVE REr-"EMRENCED LETTER OF CREDIT, THIS IS TO ADVISE YOU THAT THE CREDIT WILL EXPIRE € N FEBRUARY 17, 200-7 > 0 9 O ¢ W .. m p COMPUTER GENERATED m NO SIGNATURE REQUIRED 0..:' Cwi. L'# a llllti► L.t�E .» "1 SIC COMMONS L:LC m 68EI0 N. FRONTAGE AGE.;. RD. , SUITE_ 100 Z ¢ O �p S g O w C a 3 0 m 0 O m ¢ O D S n ¢ -G) w: A g =v a ;3 0 3 O W¢' °>, Q' 'S Q' m x a 0 o o ¢ w m o a m 0. 3 O "O Q m im Q_ m w 0 ¢ O w 71 m O O m p 3 ¢ m ¢ O T o Q ¢ 0 m 9 2,HO H38W3W dnoHO OUWV NBV'3Hl dO H38W3W d10HO OHWV N8V 3Hl d0 H3GW3W dnouc OHWV NBV 3H1 d0 H38W3W dnOU9 OUNV N8V 3Hl d0 H38W3W dnouO OHWV NBV 3H1 d0 H38W3W dno8o OHWV N8V 3Hl HO'W38W3W' -PW � 3 C/Ty Reviewed By: J? T Legal ❑ City Council EST. �a-1 _ Finance F] 61u 6 Engineer W, A da Item Tracking Number 4�1 4 ` City Administrator ❑ �4 Consultant ❑ SCE ��'�,� ❑ City Council Agenda Item Summary Memo Title: Caledonia Phase 1 —Sitework Letter of Credit Reduction#1 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This letter of credit reduction is based on work completed to date. Recommend a reduction of$3,043,698.90. 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: Cary United City of Yorkville Memo J : 11% 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 -4 -� Telephone: 630-553-8545 0 ;P '. C-%' p� Fax: 630-553-3436 SCE Date:November 6,2006 To: John Crois,Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City Clerk Subject: Caledonia Phase 1 —Sitework Letter of Credit Reduction#1 Old Second Bank LOC#2912 Attached find a request from the developer's project manager to reduce the Letter of Credit for Phase 1 of the Caledonia development. I have reviewed the request and concur with the amount of work completed to date. There were some errors in the developer's calculations regarding the amount of the original dollar amounts for the individual work items. Attached find a spreadsheet showing the correct calculations. I recommend that Old Second Bank Letter of Credit#2912 for Caledonia Phase 1 be reduced by the amount of$3,043,698.90. The remaining amount in the letter of credit would be $1,091,488.75. Please place this item on the Committee of the Whole agenda of November 21,2006 for consideration. 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Caledonia Subdivision-Phase 1 Reduction No. 1 Bond/LOC No. Old Second Bank- LOC#2912 Theoretical LOC/Bond Approved Original amount Actual amount Amount complete prior Amount of Amount to remain Item Eng. Est. for LOC/Bond for LOC/Bond to Reduction No.1 Reduction No.1 after Red. No.1 Demolition $10,000.00 $11,000.00 $11,000.00 $10,000.00 $9,500.00 $1,500.00 Erosion Control $101,005.00 $111,105.50 $111,105.50 $23,231.00 $22,069.45 $89,036.05 Excavation $1,021,131.50 $1,123,244.65 $1,123,244.65 $992,531.50 $942,904.93 $180,339.73 Storm Sewer $949,242.50 $1,044,166.75 $1,044,166.75 $949,242.50 $901,780.38 $142,386.38 Pavement $885,280.00 $973,808.00 $973,808.00 $435,620.00 $413,839.00 $559,969.00 Watermain $415,495.00 $457,044.50 $457,044.50 $415,495.00 $394,720.25 $62,324.25 Sanitary $372.889.00 $410.177.90 $414,818.25 $372,889.00 $358,884.90 $55.933.35 Totals $3,755,043.00 $4,130,547.30 $4,135,187.65 $3,199,009.00 $3,043,698.90 $1,091,488.75 Notes: a) LOC/Bond amt. to be 15% of substantially completed items plus 110%of uncompleted items prior to final acceptance. b) LOC/Bond reduced to 10% at final acceptance. c) Pavement also includes sidewalk&streetlighting. d) Landscaping covered by separate LOC. Beaulieu Development Corp. 200 Linden Road South Prospect Heights, 1160070 847-253-1111 off 847-253-2550 fax To: Joe Wywrot From: Michael Beaulieu Re: Caledonia Phase 1 Date: October 4, 2006 Dear Joe, Enclosed is a copy of the Caledonia Letter of Credit that was sent to the City . Please call me if you have any questions. CALEDONIA SUBDIVISION PHASE 1 Letter of Credit # 2912 August 11 , 2006 DIVISION AMOUNT % COMPLETED REDUCTION NEW LOC AMOUNT Sanitary Sewer 373,343.00 100 317,342.00 56,001.00 Water Main 382,760.00 100 325,346.00 57,414.00 Storm Sewers 1,040,777.00 100 884,660.00 1 56,117.00 Streets 830,245.00 47 390,215.00 440,030.00 Detention Basin & Ex. 1,021,131.50 98 867,962.50 153,169.00 Soil Erosion 101,005.00 23 23,231.00 77,774.00 Demolition 10,000.00 100 8,500.00 1,500.00 Total 3,759,261.50 2,817,256.50 942,005.00 Contingency 10% 375,926.15 281,725.65 94,300.50 LOC 4,135,187.65 3,098,982.15 1,036,205.50 SPACECO INC. FILE NAME:SPACECOFinalCostEstimatePhase1.BSK.011106.x1s 1/13/20061 Engineer's Opinion of Probable Construction Cost UNIT ITEM QNTY UNIT PRICE AMOUNT A. Demolition & Debris Removal 1. CLEARING AND GRUBBING 1.0 L.S. $10,000.00 $10,000.00 A. Demolition & Debris Removal Sub-Total = $10,000.00 B. Soil Erosion Sediment Control 1. SILT FENCING 9,190 L.F. $2.00 $18,380.00 2. STABILIZED ENTRANCE 2 EACH $2,000.00 $4,000.00 3. EROSION CONTROL INLET 45 EACH $50.00 $2,250.00 4. STRAW BALE DRAINAGE STRUCTURE 73 EACH $50.00 $3,650.00 i 5. EROSION CONTROL OUTLET 7 EACH $500.00 $3,500.00 Z•5�►, e� 6. OVERFLOW DITCH SEEDING AND BLANKET 1,950 L.F. $25.00 $48,750.00 7. SEEDING-LOTS A AND D 5.72 AC. $2,250.00 $12,870.00 8. SEEDING-PARKWAYS 3.38 AC. $2,250.00 $7,605.00 B. Soil Erosion Sediment Control Sub-Total= $101,005.00 '*2.'i C. Excavation 1. TOPSOIL STRIP TO STOCKPILE FOR RESPREAD 27,093 C.Y. $2.00 $54,186.00 2. TOPSOIL STRIP TO STOCKPILE 108,530 C.Y. $2.00 $217,060.00 3. RESPREAD PARKWAYS 6" RESPREAD 2,800 C.Y. $4.50 $12,600.001 4. RESPREAD LOT A, LOT D, SOUTH OF LOT D 6" RESPREAD 8,000 C.Y. $2.00 $16,000.00/ 5. CLAY CUT TO FILL 226,526 C.Y. $2.25 $509,683.50 6. CLAY CUT TO STOCKPILE 29,585 C.Y. $2.00 $59,170.00 7. OVERFLOW DITCH CONSTRUCTION 1,950 L.F. $65.00 $126,750.00 8. FINE GRADE ROADWAY 22,420 S.Y. $0.60 $13,452.00 9. BACKFILL CURB 12,230 L.F. $1.00 $12,230.00 C. Excavation Sub-Total = $10 , 3 .50 ' k-L 15 D. Drainage Improvements 1. STORM SEWER, RCP, CL IV 54" 785 L.F. $100.00 $78,500.00 2. STORM SEWER, RCP, CL IV 48" 346 L.F. $75.00 $25,950.00 3. STORM SEWER, RCP, CL IV 42" 1,691 L.F. $65.00 $109,915.00 4. STORM SEWER, RCP, CL IV 36" 984 L.F. $50.00 $49,200.00 5. STORM SEWER, RCP, CL IV 30" 1,247 L.F. $40.00 $49,880.00 Template Page 1 of 5 SPACECO, INC. FILE NAME:SPACECOFinalCostEstimatePhasel.BSK.011106.x1s 1/13/2006) Engineer's Opinion of Probable Construction Cost UNIT ITEM QNTY UNIT PRICE AMOUNT 6. STORM SEWER, RCP, CL IV 27" 601 L.F. $37.50 $22,537.50 7. STORM SEWER, RCP, CL IV 24" 418 L.F. $35.00 $14,630.00 8. STORM SEWER, RCP, CL IV 21" 806 L.F. $30.00 $24,180.00 9. STORM SEWER, RCP, CL IV 18" 1,910 L.F. $25.00 $47,750.00 10. STORM SEWER, RCP, CL IV 15" 2,880 L.F. $22.50 $64,800.00 11. STORM SEWER, RCP, CL IV 12" 1,848 L.F. $20.00 $36,960.00 12. STORM TRENCH BACKFILL >18" DIA. 290 L.F. $50.00 $14,500.00 13. STORM TRENCH BACKFILL <18" DIA. 945 L.F. $12.00 $11,340.00 14. STORM MANHOLE 120" DIA. 1 EACH $11,500.00 $11,500.00 15. STORM MANHOLE 108" DIA. 3 EACH $9,000.00 $27,000.00 16. STORM MANHOLE 96" DIA. 1 EACH $7,000.00 $7,000.00 17. STORM MANHOLE 84" DIA. 2 EACH $5,000.00 $10,000.00 18. STORM MANHOLE 72" DIA. 11 EACH $3,500.00 $38,500.00 19. STORM MANHOLE 60" DIA. 15 EACH $2,500.00 $37,500.00 20. STORM MANHOLE 48" DIA. 4 EACH $1,500.00 $6,000.00 21. CATCH BASIN 84" DIA. 1 EACH $6,000.00 $6,000.00 22. CATCH BASIN 72" DIA. 1 EACH $4,000.00 $4,000.00 23. CATCH BASIN 60" DIA. 29 EACH $3,000.00 $87,000.00 24. CATCH BASIN 48" DIA. 54 EACH $2,250.00 $121,500.00 25. INLET 24" DIA. 30 EACH $500.00 $15,000.00 26. FLARED END SECTION, W/GRATE 42" 2 EACH $1,900.00 $3,800.00 27. FLARED END SECTION, W/GRATE 36" 1 EACH $1,500.00 $1,500.00 28. FLARED END SECTION, W/GRATE 30" 1 EACH $1,350.00 $1,350.00 29. FLARED END SECTION, W/GRATE 18" 1 EACH $800.00 $800.00 30. FLARED END SECTION, W/GRATE 15" 1 EACH $700.00 $700.00 31. STORM SERVICE, PVC SDR 26 6" 73 EACH $250.00 $18,250.00 32. CONNECT TO EX. CB/MH 2 EACH $850.00 $1,700.00 D. Drainage Improvements Sub-Total= $949,242.50 j (�'1 o ✓ 4007 Template Page 2 of 5 SPACECO, INC. FILE NAM E:SPACECOFinalCostEstimatePhase1.BSK.011106.xis 1/13/2006] Engineer's Opinion of Probable Construction Cost UNIT ITEM ONTY UNIT PRICE AMOUNT E. Roadway Improvements 1. BITUMINOUS SURFACE COURSE 1.5", CL 1 18,345 S.Y. $3.50 $64,207.50 o f 2. BITUMINOUS SURFACE COURSE 1.5", CL 1 18,345 S.Y. $3.50 $64,207.50 3. BITUMINOUS BINDER COURSE 5.0", CL 1 18,345 S.Y. $9.50 $174,277.50 ' 4. AGGREGATE BASE,TYPE B 4" 18,345 S.Y. $4.50 $82,552.50✓ 5. GEOTEXTILE FABRIC SUBGRADE FABRIC 22,420 S.Y. $1.25 $28,025.00'' 6. CURB &GUTTER, (w/AGGR) B-6.12 12,230 L.F. $11.50 $140,645.00 7. PCC SIDEWALK 5"THICK, ON 2" CA-6 53,710 S.F. $3.50 $187,985.00 8. PCC SIDEWALK ACROSS DRIVEWAY 6"THICK, ON 2" CA-6 7,440 S.F. $4.00 $29,760.00 ° 9. STREET LIGHTING COMPLETE 23 EACH $4,500.00 $103,500.00 10. REMOVE EX. CUL-DE-SAC PAVEMENT 850 S.Y. $9.00 $7,650.00 11. REMOVE EX. CUL-DE-SAC CURB AND GUTTER 380 L.F. $6.50 $2,470.00' E. Roadway Improvements Sub-Total � - F.Watermain Improvements 1. FIRE HYDRANT W/AUX. VALVE AND BI 30 EACH $2,000.00 $60,000.00 2. WM, DI CL 52 W/FITTINGS 16" 880 L.F. $50.00 $44,000.00 3. WM, DI CL 52 W/FITTINGS 12" 1,800 L.F. $39.50 $71,100.00 4. WM, DI CL 52 W/FITTINGS 8" 6,040 L.F. $25.50 $154,020.00 5. WATER SERVICES,W/B-BOX 1"-LONG 25 EACH $875.00 $21,875.00 6. WATER SERVICES,W/B-BOX 1"-SHORT 48 EACH $375.00 $18,000.00 7. VALVE 16" IN 60"VAULT 2 EACH $3,000.00 $6,000.00 8. VALVE 12" IN 60"VAULT 3 EACH $2,400.00 $7,200.00 9. VALVE 8" IN BOX 18 EACH $1,100.00 $19,800.00 10. PLUG AND BLOCK STUB 2 EACH $250.00 $500.00 11. CONNECT TO EXISTING 2 EACH $500.00 $1,000.00 12. WM TRENCH BACKFILL LINEAL FOOT 800 L.F. $15.00 $12,000.00 F. Watermain Improvements Sub-Total = $415,495.00 t 4�"G x� G. Sanitary Sewer Improvements 1. SANITARY SEWER, PVC SDR 26 10", 10'-15' DEEP 433 L.F. $30.00 $12,990.00 2. SANITARY SEWER, PVC SDR 26 8", 15'-20' DEEP 256 L.F. $34.00 $8,704.00 3. SANITARY SEWER, PVC SDR 26 8", 10'-15' DEEP 4,590 L.F. $28.00 $128,520.00 4. SANITARY SEWER, PVC SDR 26 8", <10' DEEP 1,971 L.F. $25.00 $49,275.00 Template Page 3 of 5 SPACECO, INC 01 NAME:SPACECOFinalCostEstimatePhasel.BSK.011106.x1s 1/13/2006) Engineer's Opinion of Probable Construction Cost UNIT ITEM QNTY UNIT PRICE AMOUNT 5. SANITARY MANHOLE,TYPE A 48" DIA, 15'-20' DEEP 1 EACH $3,000.00 $3,000.00 6. SANITARY MANHOLE,TYPE A 48" DIA, 10'-15' DEEP 25 EACH $2,500.00 $62,500.00 7. SANITARY MANHOLE, TYPE A 48" DIA, <10' DEEP 10 EACH $2,000.00 $20,000.00 B. SANITARY SERVICES LONG 46 EACH $1,250.00 $57,500.00 9. SANITARY SERVICES SHORT 27 EACH $550.00 $14,850.00 10. SANITARY TRENCH BACKFILL > 15' DEEP 45 L.F. $40.00 $1,800.00 11. SANITARY TRENCH BACKFILL 10'-15' DEEP 265 L.F. $30.00 $7,950.00 12. SANITARY TRENCH BACKFILL <10' DEEP 240 L.F. $20.00 $4,800.00 13. CONNECT TO EX. MANHOLE 1 EACH $1,000.00 $1,000.00 } G. Sanitary Sewer Improvements Sub-Total = $372,889.00 SUBTOTAL= $3,755,043.00 10% CONTINGENCY= $375,504.30 TOTAL= $4,130,547.30 U Template Page 4 of 5 pw --WH C/p y Reviewed By: J� -AA Legal F1 City Council EST. 1836 Finance 1 Engineer �t3lo 6 n g Agenda tem Tracking Number City Administrator El �O Consultant ❑ SCE ,��'� ❑ City Council Agenda Item Summary Memo Title: Caledonia Phase 2—Sitework Letter of Credit Reduction#1 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This letter of credit reduction is based on work completed to date. Recommend a reduction of$840,051.85. 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. United City of Yorkville Memo 800 Game Farm Road Essr _ !,a3s Yorkville, Illinois 60560 Telephone: 630-553-8545 0� `� °-I p Fax: 630-553-3436 A SCE Date: November 13, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering,Deputy City Cler Subject: Caledonia Phase 2—Sitework Letter of Credit Reduction#1 Old Second Bank LOC#2968 Attached find a request from the developer's project manager to reduce the Letter of Credit for Phase 2 of the Caledonia development. I have reviewed the request and in general concur with the amount of work completed to date. The developer used an earlier cost estimate that was not approved for his calculations. Attached find a spreadsheet showing the correct calculations. I recommend that Old Second Bank Letter of Credit#2968 for Caledonia Phase 2 be reduced by the amount of$840,051.85. The remaining amount in the letter of credit would be $420,220.08. Please place this item on the Committee of the Whole agenda of November 21,2006 for consideration. 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Caledonia Subdivision - Phase 2 Reduction No. 1 Bond/LOC No. Old Second Bank-LOC#2968 Theoretical LOC/Bond Approved Original amount Actual amount Amount complete prior Amount of Amount to remain Item Eng. Est. for LOC/Bond for LOC/Bond to Reduction No.1 Reduction No.1 after Red. No.1 Erosion Control $7,087.50 $7,796.25 $7,796.25 $3,543.75 $3,366.56 $4,429.69 Excavation $22,016.00 $24,217.60 $24,217.60 $14,816.00 $14,075.20 $10,142.40 Storm Sewer $265,548.00 $292,102.80 $309,042.80 $265,548.00 $269,210.60 $39,832.20 Roadway $494,931.25 $544,424.38 $509,493.87 $245,491.25 $198,286.18 $311,207.69 Watermain $215,920.00 $237,512.00 $247,434.00 $215,920.00 $215,046.00 $32,388.00 Sanitary $148,134.00 $162,947.40 $162,287.40 $148,134.00 $140,067.30 $22,220.10 Totals $1,153,636.75 $1,269,000.43 $1,260,271.92 $893,453.00 $840,051.85 $420,220.08 Notes: a) LOC/Bond amt. to be 15%of substantially completed items plus 110% of uncompleted items prior to final acceptance. b) LOC/Bond reduced to 10% at final acceptance. c) Pavement also includes sidewalk& streetlighting. d) Landscaping covered by separate LOC. FILE NAMF-FkdC d&1n. 2SM01110e-q SPACECO, INC. y1612M Engineer's Opinion of Probable Construction Cost UNIT ITEM QNTY UNIT PRICE AMOUNT C.=Itt 1 -. A.Soil Erosion Sediment Control 1. EROSION CONTROL INLET 26 EACH $50.00 $1,300.00 2.STRAW BALE DRAINAGE STRUCTURE 18 EACH $50.00 $900.00 Sof. 3. EROSION CONTROL OUTLET 1 EACH $500.00 $500.00 4. SEEDING-PARKWAYS 1.95 ACRE $2,250.00 $4,387.50 A.Soil Erosion Sediment Control Sub-Total- $7,087.50 ��•77 B.Excavation 1. FINE GRADE ROADWAY 12,935 S.Y. $0.60 $7,761.00�_ 2. BACKFILL CURB 7,055 L.F. $1.00 $7,055.00 3. RESPREAD PARKWAYS 6"RESPREAD 1,600 CY $4.50 $7,200.00 - Q X Y B.Excavation Sub-Total= $22.016.00 +'t 1.�'all, C.Drainage Improvements 1. STORM SEWER,RCP,CL IV 42" 198 L.F. $65.00 $12,870.00 2. STORM SEWER,RCP,CL IV 36" 659 L.F. $50.00 $32,950.00 3. STORM SEWER,RCP,CL IV 27" 241 LF. $37.50 $9,037.50 4. STORM SEWER,RCP,CL IV 24" 550 L.F. $35.00 $19,250.00 5. STORM SEWER,RCP,CL IV 21" 75 L.F. $30.00 $2,250.00 6. STORM SEWER,RCP,CL IV 18" 748 L.F. $25.00 $18,700.00 7. STORM SEWER,RCP,CL IV 15" 561 L.F. $22.50 $12,622.50 8. STORM SEWER,RCP,CL IV 12" 1,282 L.F. $20.00 $25,640.00 9. STORM TRENCH BACKFILL >18"DIA. 148 L.F. $50.00 $7,400.00 10. STORM TRENCH BACKFILL <18"DIA. 619 L.F. $12.00 $7,428.00 11. STORM MANHOLE 96"DIA. 1 EACH $7,000.00 $7,000.00 •�' 12. STORM MANHOLE 84"DIA. 1 EACH $5,000.00 $5,000.00 13. STORM MANHOLE 72"DIA. 3 EACH $3,500.00 $10,500.00 14. STORM MANHOLE 60"DIA. 4 EACH $2,500.00 $10,000.00 15. STORM MANHOLE 48"DIA. 2 EACH $1,500.00 $3,000.00 16. CATCH BASIN 60"DIA 5 EACH $3,000.00 $15,000.00 17. CATCH BASIN 48"DIA 19 EACH $2,250.00 $42,750.00 18. INLET 24"DIA. 20 EACH $500.00 $10,000.00 19. FLARED END SECTION,W/GRATE 42" 1 EACH $1,900.00 $1,900.00 20. STORM SERVICE,PVC SDR 26 6" 49 EACH $250.00 $12,250.00 Q_ C.Drainage Improvements Sub-Total= $265,548.00 Z 6StSk r+ D.Roadway Improvements 1. BITUMINOUS SURFACE COURSE 1.5",CL 1 10,585 S.Y. $3.50 $37,047.501 f7/. 2. BITUMINOUS SURFACE COURSE 1.5",CL 1 10,585 S.Y. $3.50 $37,047.50/ 3. BITUMINOUS BINDER COURSE 5.0,CL 1 10,585 S.Y. $9.50 $100,557.50NI 4_AGGREGATE BASE,TYPE B 4" 10,585 S.Y. $4.50 $47,632.50 5. GEOTEXTILE FABRIC SUBGRADE FABRIC 12,935 S.Y. $1.25 $16,168.75 6. CURB&GUTTER,(w/AGGR) B-6.12 7,055 LF. $11.50 $81,132. 7. PCC SIDEWALK 5"THICK,ON 2"CA-6 30,470 S.F. $3.50 $106,645.00 8. PCC SIDEWALK ACROSS DRIVEWAY 6"THICK;ON 2"CA-6 4,800 S.F. $4.00 $19,200.00 0-A 9. STREET LIGHTING COMPLETE 11 EACH $4,500.00 $49,500.00 r D.Roadway Improvements Sub-Total= $494.931.25 E.Watermaln Improvements 1.FIRE HYDRANT W/AUX.VALVE AND B 15 EACH $2,000.00 $30,000.00 2. WM,DI CL 52 W/FITTINGS 12" 1,385 L.F. $39.50 $54,707.50 3.WM,DI CL 52 W/FITTINGS 8" 2,475 L.F. $25.50 $63,112.50 4.WATER SERVICES,W/B-BOX 1"-LONG 43 EACH $675.00 $37,625.00 5.WATER SERVICES,W/B-BOX 1"-SHORT 29 EACH $375.00 $10,875.00 6. VALVE 12"IN 60"VAULT 4 EACH $2,400.00 $9,600.00 7.VALVE 8"IN BOX 4 EACH $1,100.00 $4,400.00 8. PLUG AND BLOCK STUB 3 EACH $250.00 $750.00 9. CONNECT TO EXISTING STUB 1 EACH $500.00 $500.00 9. WM TRENCH BACKFILL LINEAL FOOT 290 LF. $15.00 $4,350.00 E.Watermaln Improvements Sub-Total- $215,920.00 '2,�1 Z• T-00. Page 3 of 4 SPACECO, INC. FLLE NAMLFMarC s shin t f%ase.9exG,t'Oe.xb tner2m Enalneees Opinion of Probable Construction Cost UNIT ITEM ONTY UNIT PRICE AMOUNT F.Sanitary Sewer Improvements 1. SANITARY SEWER,PVC SDR 26 8",1V-15'DEEP 778 L.F. $28.00 $21,784.00 2. SANITARY SEWER,PVC SDR 26 8",<1a DEEP 1,610 L.F. $25.00 $40,250.00 3. SANITARY MANHOLE,TYPE A 48"DIA,1VAS DEEP 5 EACH $2,500.00 $12,500.00 / 4. SANITARY MANHOLE,TYPE A 48"DIA,<IV DEEP 6 EACH $2,000.00 $12,000.00 5. SANITARY SERVICES LONG 29 EACH $1,250.00 $36,250.00 6. SANITARY SERVICES SHORT 43 EACH $550.00 $23,650.00 7.SANITARY TRENCH BACKFILL <1a DEEP 85 L.F. $20.00 $1,700.00 F.Sanitary Sewer Improvements Sub-Total= $148,134.00 SUBTOTAL- $1,153,638.75 10% CONTINGENCY= $115,363.68 TOTAL= $1,269,000.43 NOTES: 1.This estimate is prepared based on plans titled"Final Site Improvement Plans for Caledonia Subdivision" Dated October 6,2004;last revised October 7,2005. 2.This estimate is prepared as a guide only. SPACECO makes no warranty that actual costs will not vary from the amounts indicated,and assumes no liability for such variance. 3. it is assumed that all excess soil will be placed on site and used as fill. No import or haul off costs are included. 4. See Caledonia Subdivision"Phasing Exhibit"by SPACECO,Inc.dated 3/16/05 for phase breakdown. Please note that the watermain from VB-10A(located SW of the intersection of Nathan and Caledonia Drives)north to tee and then east to where it connects to existing has been Incorporated Into Phase I. 5.This estimate DOES NOT include: a. PERMIT FEES b. LANDSCAPING Q REVIEW FEES d. DRIVEWAYS FOR SINGLE FAMILY HOMES e. UNDERCUT OF UNSUITABLE MATERIAL f. OFF-SITE ROADWAY AND UTILITY IMPROVEMENTS TO CORNEILS ROAD g.YORKVILLE-BRISTOL SANITARY DISTRICT INTERCEPTOR SANITARY SEWER CONSTRUCTION h.STORM SEWER SERVICES FOR LOTS 41-46 AND 120-133 I. EXISTING STORM SEWER REMOVAL OR ABANDONMENT AS REQUIRED BY THE CITY. J. MASS GRADING. ALL MASS GRADING ASSUMED TO BE PERFORMED AS PART OF PHASE I IMPROVEMENTS. 6.This estimate DOES NOT include: Maintenance costs for EROSION CONTROL CONSTRUCTION ROADS BUILDING PADS end TempW. Page 4 or 4 11/02/2006 06:02 8472532550 BEAULIEU:DEVELOPMENT PAGE 01105 r Beaulieu Development Corp. 200 Linden Road South Proapect Heights, 16 80070 847-253-1111 oft 847.253.2550 fax To: Joe Wywrot—City of Yorkville From: Michael Beaulieu Re: Caledonia Subdivision Phase 2 Dote: October 25,2006 Dear Joe, Enclosed you will find a copy of the Caledonia Subdivision Phase 2 Letter of Credit Reduction Request. This Letter of Credit, Number 2968 from Old Second National Bank, was issued in the amount of$1,260,271.93 We are requesting the Letter of Credit to be reduced from $1,260,271.93 to $31 6,410.05 1 understand that this Letter of Credit Reduction along with the Letter of Credit Reduction for Phasel will go before your board on November 21, 2006, Thank you so much for all your help. N .m N 1 CALEDONIA SUBDIVISION PHASE 2 Letter of Credit # 2968 OCTOBER 25, 2008 m N co F. DIVISION ORIGINAL LOC % OF WORK LOC (85%max) NEW LOC Ln co AMOUNT COMPLETED REDUCTION AMOUNT m Sanitary Sewer 147,534.00 100 125,404.00 22,130.00 Mater Main 224,940.00 100 191,199.00 33,741.00 Storm Sewers 280,948.00 100 238,806,00 42,142.00 Streets 463,176.25 62 287,831.25 175,345.00 p m C r Excavation 22,016.00 67 14,816.00 7,200.00 M d Soil Erasion 7,087.50 --- 0.00 7,087.50 m r Total 1,145,701.76 858,056.25 287,645.50 Contingency 10% 114,870.18 85,805.63 28,764.55 LOG 1,260,271.93 943,861.88 316,410.05 m CD N CD Ln 11/02/2006 06:02 8472532550 BEAULIEU:DEVELOPMENT PAGE 03105 001d Second OW Second IhMoml bank August 8,2006 Mayor and AM== City of Yorkville 800!Came Farm Road Yorkville,IL 60560 Re: Caledonia Subdivision Phase 11 lrrevocable Letter of Credit No.2968 For Acconmt of Wyndham Detrpoint Homes Amount: 81,260,271.93 Gentlemen: The undersigned,Old Second National Bank(Sank"),by Frederick F.Sinlcavits,Sr.Yiae President,its duty authorimd agent,hereby=441ishes and issues this kmvocable Lcttsr of Credit in favor of the City of Yorkville("CiV)in the amount of$1,260,271.93,which represents 110%of the cost of the improvements described herein,.Such Irrevocable Letter of Credit is available to be drawn upon by the City upon pmentatioa to this Bank of your demaed for payment accompanied by a copy of this irrevocable Letter of Credit. This Irrevocable better of Credit is issued for the purpose of securing and paying for the installation of the following public improvements in the aftoresaid subdivision: Division"A"—Sail Erosion Sediment•Con#01 S 7,087.50 Division'B"—Excavation S 22,016.00 Division"C"—Drainage Improvemeots S 280,948.00 Division"D"—Roadway Improvements $ 463,17625 Division"E"—Watemtain Improvethents S 224,940.00 Division"F"— Sanitary Sewer 1mP vemetlts $ 147,534.00 Total Engineer's Cost Estimate $1,1450701.75 1 Q%Cwdugcacy S 114,570.18 Total $1,260,271.53 37 S AMr Se_Atr�R d 60So6rtlQ.pt?i7R�202•SSS lredwood CL Axmr3ad05�77oR6t oaa�355s 135OKFirnnWenh A.a,urer;lt 6DSOS•lOd0.6lDas1-77uo•r211 K.Ordprd Rc+d.IbedM.IL60506;931.ai0.96�t3oo 4M Fox Wky Ctr."Auroral&605ow1o9.63DilMJ 1390.2001N,JAn 54 F4W%1►rror+4a eoss3.16es.s�o•i5��oo 1 9!1wmarsr~vemkx 23LF-AhSt-GE-2-1L 6b134210>i,64o-30e 3210 8015.14rkRo�d.StC hxefa,L601yaX107,6307b23810.1200Dou9vSMOnVeft 60513•t1 6.65lt-5St•1= WW1U2bVXANP M >:a e7tC—.St.sugmrGew-tLg=34-0510.6 30466.4841.011;-O4GInAW1N►'LPwA11fttt.60563.2W{.670-"14 O mmberP= Fd8 N.La FDOUSOM 0914160177a627,07L76&M 6,2'd 9WT 996 W9,O-L ZGTTT960£9 -TSI1 -40 ONM3S (310.woAd e2,60 9002-0-190 -PW �~ 5 C/ry Reviewed By: J2 �� Legal ❑ City Council Finance ❑ EST. 1836 -. Engineer Agen a It Tracking Number y City Administrator ❑ 20 Consultant ❑ D City Council Agenda Item Summary Memo Title: Countryside Parkway(E. Kendall—Center)—Change Order#1 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This final balancing change order is in the amount of an$11,243.14 decrease. 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: Coly United City of Yorkville Memo 800 Game Farm Road Esr' 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 �p Fax: 630-553-3436 CLE Date: October 12, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering, Deputy City Clerk Subject: Countryside Parkway(E. Kendall—Center)—Change Order#1 Attached find one copy of proposed Change Order#1 for the referenced project. This change order, in the amount of an$11,243.14 decrease, is the final balancing change order for this project. The decrease was a result of several minor reductions that more than compensated for the few minor increases. I recommend that this change order be approved. Please place this item on the November 21, 2006 Committee of the Whole agenda for consideration. UNITED CITY OF YORKVILLE Countryside Parkway(E. Kendall-Center Parkway) Change Order No 1 (FINAL) MFT Section#01-00027-00-FP Date: 10-Oct-06 Aurora Blacktop Inc 1065 Sard Ave. Montgomery, IL 60538 Awarded Final Difference in No. Item Quantity Quantity Difference Unit Unit Price Cost 1 PAVEMENT REMOVAL,6" 7566 7566 0.00 SO YD $2.95 $0.00 2 GUTTER OVERLAY REMOVAL 1468 1275 (193.00) FT $2.00 ($386.00) 3 AGGREGATE BASE REPAIR 230 18.8 (211.20) TON $25.00 ($5,280.00) 4 GEOTECH. FABRIC FOR GROUND STABIL 380 0 (380.00) SO YD $1.65 ($627.00) 5 COMB.CURB AND GUTTER REMOVAL 251 301.4 50.40 FT $10.00 $504.00 6 COMB.CONCRETE CURB AND GUTTER,l 251 301.4 50.40 FT $19.50 $982.80 7 BUTT JOINT 456 439 (17.00) FT $5.00 ($85.00) 8 PREPARATION OF BASE 7566 7566 0.00 SOYD $0A5 $0.00 9 BIT. CONC. BINDER CSE.,SUPERPAVE, IL 1740 1843.83 103.83 TON $46.55 $4,833.29 10 BIT.CONC.SURFACE CSE.,SUPERPAVE, 870 822.46 (47.54) TON $54.15 ($2,574.29) 11 JOINT OR CRACK FILLING 3660 2913 (747.00) FT $1.50 ($1,120.50) 12 AGGREGATE SURFACE COURSE,TY B, 6' 124 64 (60.00) SO YD $15.00 ($900.00) 13 MANHOLES TO BE ADJUSTED 5 2 (3.00) EA $500.00 ($1,500.00) 14 VALVE VAULT TO BE ADJUSTED 1 0 (1.00) EA $375.00 ($375.00) 15 CATCH BASIN TO BE ADJUSTED 3 3 0.00 EA $375.00 $0.00 16 STORM SEWERS,TY 2,RCP,CL3, 12" 57 50 (7.00) FT $67.65 ($473.55) 17 CATCH BASIN,TY A,T11 F&G 1 1 0.00 EA $31500,00 $0.00 18 CONNECT TO EXISTING STRUCTURE 1 1 0.00 EA $900.00 $0.00 19 TRENCH BACKFILL 41 11.2 (29.80) CU YD $40.00 ($1,192.00) 20 BIT. DRIVE REPAIR 95 106 11.00 SO YD $22.40 $246.40 21 PCC DRIVE REPAIR 29 29.8 0.80 SO YD $54.20 $43.36 22 SIDEWALK REMOVAL 246 154.9 (91.10) SO FT $10.00 ($911.00) 23 PC CONC SIDEWALK,5 827 522.5 (304.50) SO FT $5.10 ($1,552.95) 24 DETECTABLE WARNINGS 100 132.7 32.70 SO FT $20.00 $654.00 25 THPL PVT MK LINE 12 75 72 (3.00) FT $4.75 ($14.25) 26 THPL PVT MK LINE 6 1092 1073 (19.00) FT $2A0 ($45.60) 27 THPL PVT MK LTR&SYM 17.6 17.6 0.00 SO FT $4.95 $0.00 28 RELOCATE SIGN PANEL ASSEMBLY,TY A 2 1 (1.00) EA $500.00 ($500.00) 29 FURNISHING AND PLACING TOPSOIL,6" 246 153 (93.00) SO YD $7.65 ($711.45) 30 SEEDING,CLASS 1A 246 153 (93.00) SO YD $3.90 ($362.70) 31 EROSION CONTROL BLANKET 246 153 (93.00) SO YD $3.90 ($362.70) 32 TEMPORARY PAVEMENT MARKING, LINE 970 1437 467.00 FT $1.00 $467.00 33 TRAFFIC CONTROL&PROTECTION 1 1 0.00 L SUM $8,000.00 $0.00 Total change: ($11,243.14) Contract Award Amount: $223,287.82 Plus Previous Change Orders: $0.00 Revised Contract Amount: $212,044.68 Recommend for Appr al: Date: City o Yorkville Approved: Date: f0 /� eo Aurora Blacktop, Inc. Approved: Date: City of Yorkville -P W1 � ♦,��D CO- Reviewed By: J? 00 Legal ❑ City Council Finance ❑ EST. 1836 Engineer *J Age da Item Tracking Number -< City Administrator ❑ Consultant ❑ ��d f O a El City Council Agenda Item Summary Memo Title: Rob Roy Creek Interceptor(North Branch Contract 1)—Change Order#1 City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This change order in the amount of$5840.00 is for crop damage. 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: sir o United City of Yorkville Memo + .1% 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 s ° Fax: 630-553-3436 °°mss LE Date: Date:November 6,2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer U CC: Lisa Pickering, Deputy City Clerk Subject: Rob Roy Creek Interceptor(North Branch Contract 1)—Change Order#1 Attached find one copy of proposed Change Order#1 for the referenced project. This change order, in the.amount of a$5840.00 increase, is for crop damage. The easement agreement with the Undesser family established a rate of$400/acre for crop damage. There were 14.6 acres of crops destroyed during the sewer construction. The contractor will pay the Undesser's, and the contract amount should be increased accordingly. I recommend that this change order be approved. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. CHANGE ORDER Order No. 1 Date 10-2-06 Agreement Date: June 30, 2006 NAME OF PROJECT: ROB ROY CREEK INTERCEPTOR,NORTH BRANCH - CONTRACT 1 YORKVILLE ILLINOIS OWNER: UNITED CITY OF YORKVILLE. ILLINOIS CONTRACTOR: ANDERSON UNDERGROUND, INC. The following changes are hereby made to the CONTRACT DOCUMENTS: Crop damage for the easement areas on the Undesser Farm. Justification: Per Easement Agreement dated . Change to CONTRACT PRICE: $ 5,840.00 Original CONTRACT PRICE: $ 966,861.87 Current CONTRACT PRICE adjusted by previous CHANGE ORDER$ 966,861.87 The CONTRACT PRICE due to this CHANGE ORDER will be(increased) (tee)by: $ 5,840.00 The new CONTRACT PRICE including this CHANGE ORDER will be $_ 972,701.87 Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased)by 0 calendar days. The date for completion of all work is October 31, 2006 (Date). Requested by: W Walter E. Deuchler Associates Inc. Accepted by: � Anderson Underground Inc Approved by: City of Yorkville IL WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 8974651 • FAx (630)-897-5696 AURORA, IL 60506 October 4, 2006 Mr. Joe Wywrot, P.E. City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Change Order No. 1 Rob Roy Creek Interceptor-North Branch Contract 1 W.E.D.A. Job #788-04060-02 Dear Joe: In accordance with the terms of the Easement Agreement with the Undesser family/Ocean Atlantic, crop damage needs to be reimbursed at a rate of$400/acre. We have recently been contacted by Mr. John Undesser requesting reimbursement of crop damage in the amount of 14.6 acres x$400/acre or$5,840.00. Please find enclosed Change Order No. 1 to the above referenced contract resulting in an increase of $5,840.00 to the contract price. We trust Change Order No. 1 will be approved by the City Council. Should you have any questions or require additional information regarding this matter, please feel free to contact the undersigned. Very truly yours, WALTER E. DEUCHLER ASSOCIATES, INC. G✓ ohn W. Frerich, P.E. Encl. cc: David Anderson,Anderson Underground,w/Encl. Tio • Design and Construction • Project Financing •Water Works and Sewerage • Buildings and Structures 1916-2006' •Streets and Street Lighting • Investigations and Reports VW41q C/Ty Reviewed By: J= T Leal ❑ City Council MST. , 1836 Finance ❑ Engineer s y City Administrator El A nda Item Tracking Number C..Isw �O� Consultant ❑ g��D SCE ❑ City Council Agenda Item Summary Memo Title: Kylyn's Ridge Subdivision(Phases 1&2)—Final Acceptance&LOC Reductions City Council/Committee of the Whole Date: Nov. 21, 2006 Synopsis: The developer has requested that the city accept the public improvements of Kylyn's Ridge Phases 1 & 2. 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 '`A 800 Game Farm Road -1 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o� p Fax: 630-553-3436 1L. Date: November 7,2006 To: John Crois, Interim City Administrator 11 From: Joe Wywrot, City Engineer CC: John Wyeth, City Attorney Eric Dhuse, Director of Public Works Lisa Pickering,Deputy City Clerk Subject: Kylyn's Ridge Subdivision(Phases 1 & 2)—Final Acceptance Earthwork and Sitework Letter of Credit Reductions Attached find a letter from the consultant to the developer of the Kylyn's Ridge development requesting final acceptance. The punchlists are complete. I recommend that the City Council accept the public improvements for the Phases 1 and 2 of the Kylyn's Ridge development for ownership and maintenance. Corresponding to final acceptance is a reduction to four letters of credit for the development. The attached spreadsheets provide detailed information about these reductions,which are summarized below: Item Unit Current LOC Amt. Reduction Amt. Warranty Amt. Earthwork 1 $ 28,735.64 $ 9,578.54 $ 19,157.10 Sitework 1 $210,191.64 $70,063.88 $140,127.76 Earthwork 2 $ 13,750.38 $ 4,583.46 $ 95166.92 Sitework 2 $162,030.97 $54,580.33 $107,450.64 Totals $414,708.63 $1385806.21 $275,902.42 We have notified the Kylyn's Ridge Homeowner's Association of the proposed final acceptance, and I will forward any response to you. We have also invoiced the developer for the abandonment of the temporary pump station per the annexation agreement. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. I BOADA ASSOCIATES PROJECT DEVELOPMENT AND MANAGEMENT P: 630-553 2776 4524-D WINCHESTER LN. YORKVILLE, IL 60560 FAX: 630-553 3726 October 11, 2006 Mr. Joseph Wywrot City Engineer United City of Yorkville 800 Game Farm Rd. Yorkville, 1160560 REF: Kylyn's Ridge Units 1 &2 Final Acceptance Dear Joe: In view of having complied with all requisites related to the final acceptance of all public improvements for the subject projects,we are requesting that you process with the City Council said acceptance and the corresponding reduction of the letters of credit covering the projects so that they reflect the"maintenance bond"amount. Initial requests for the final acceptance were submitted on August 26, 2005 for Unit 1 and on January 31, 2006 for Unit 2, after having met the requirement of the "presentation" (not approval) of as-built plans, as it is written in the subdivision ordinance. Also,all of the punch list corrections have been completed. It will be greatly appreciated that no further delays take place since the ordinance also recites that petitions shall be acted upon within thirty (30) days from receipt. Thank you for your cooperation. Very yours, �--Ior aada Cc/Mr. Chad Gunderson Mr. Dirk Gunderson 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Kylyn's Ridge- Unit 1 (Earthwork Only) Reduction No. 3 Yorkville National Bank LOC#15317 Theoretical Warranty Approved Letter of Credit Amt. Remaining Substantially complete Remaining Item Enq. Est. Amount after Red. #2 prior to Red. #3 Reduction#3 Amount Erosion Control $12,085.00 $13,293.50 $1,812.75 $12,085.00 $604.25 $1,208.50 Faxon Road Earthwork $29,199.59 $32,119.55 $4,379.98 $29,199.55 $1,459.98 $2,920.00 Onsite Earthwork $150,286.05 $165,314.66 $22,542.91 $150,286.05 $7,514.31 $15,028.61 Totals $191,570.64 $210,727.70 $28,735.64 $191,570.60 $9,578.54 $19,157.10 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110%of uncompleted items. 2) LOC/Bond amt. to be 10% at final acceptance. 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Kylyn's Ridge- Unit 1 (Onsite Work) Reduction No. 6 Yorkville National Bank LOC#15367 Theoretical Letter of Credit Approved Letter of Credit Amount After Substantially complete Amount of Warranty Item En-q. Est. Amount Red.#5 prior to Red. #6 Reduction#6 Remaining Amt. Watermains $210,867.00 $231,953.70 $31,630.05 $210,867.00 $10,543.35 $21,086.70 Sanitary Sewer $120,571.75 $132,628.93 $18,085.76 $120,571.75 $6,028.59 $12,057.18 Storm Sewer $384,241.00 $422,665.10 $57,636.15 $384,241.00 $19,212.05 $38,424.10 Paving $509,295.60 $560,225.16 $76,394.34 $509,295.60 $25,464.78 $50,929.56 Sidewalk& Overflow $105,302.25 $115,832.48 $15,795.34 $105,302.25 $5,265.12 $10,530.23 Street Lights $45,000.00 $49,500.00 $6,750.00 $45,000.00 $2,250.00 $4,500.00 Parkway Trees $26.000.00 $28.600.00 $3,900.00 $26.000.00 $1,300.00 $2,600.00 Totals $1,401,277.60 $1,541,405.36 $210,191.64 $1,401,277.60 $70,063.88 $140,127.76 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. 2) LOC/Bond amt. to be 10%at final acceptance. 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Kylyn's Ridge-Unit 2 (Earthwork Only) Reduction No. 3 Old Second Bank LOC#15470 Theoretical Warranty Approved Letter of Credit Amt. Remaining Substantially complete Amount of Remaining Item Eng. Est. Amount after Red. #2 prior to Red. #3 Reduction#3 Amount Erosion Control $14,780.00 $16,258.00 $2,217.00 $14,780.00 $739.00 $1,478.00 Onsite Earthwork $76,889.20 $84,578.12 $11,533.38 $76,889.20 $3,844.46 $7,688.92 Totals $91,669.20 $100,836.12 $13,750.38 $91,669.20 $4,583.46 $9,166.92 Notes: 1) LOC/Bond amt. to be 15%of subsantially completed items plus 110% of uncompleted items. 2) LOC/Bond amt. to be 10% at final acceptance. 6-Nov-06 Letter of Credit/Bond Reduction Subdivision: Kylyn's Ridge-Unit 2 Reduction#3 (Onsite Work) Old Second Bank LOC#15540 Theoretical Warranty Approved Letter of Credit Amount after Substantially complete Amount of Remaining Item En-q. Est. Amount Red. #2 prior to Red. #3 Reduction#3 Amount Watermains $177,948.00 $195,742.80 $26,692.20 $177,948.00 $8,897.40 $17,794.80 Sanitary Sewer $160,987.25 $177,085.98 $24,148.09 $160,987.25 $8,049.37 $16,098.73 Pump Station $70,000.00 $77,000.00 $10,500.00 $70,000.00 $3,500.00 $7,000.00 Storm Sewer $237,146.00 $260,860.60 $35,571.90 $237,146.00 $11,857.30 $23,714.60 Paving $248,648.95 $273,513.85 $37,297.34 $248,648.95 $12,432.45 $24,864.90 Sidewalk& Overflow $96,086.25 $105,694.88 $15,267.94 $96,086.25 $5,659.32 $9,608.63 Street Lights $39,000.00 $42,900.00 $5,850.00 $39,000.00 $1,950.00 $3,900.00 Parkway Trees $20,500.00 $22,550.00 $3,075.00 $20,500.00 $1,025.00 $2,050.00 Easement Landscaping $24,190.00 $26,609.00 $3,628.50 $24,190.00 $1,209.50 $2,419.00 Totals $1,074,506.45 $1,181,957.10 $162,030.97 $1,074,506.45 $54,580.33 $107,450.65 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. 2) LOC/Bond amt. to be 10%at final acceptance. -PW g CIP Reviewed By: J? �� Legal ❑ City Council Finance ❑ EST 1836 Engineer �, � to(1°i1o6 A Item Tracking Number City Administrator El Consultant DO O Consultant El ❑ <LE City Council Agenda Item Summary Memo Title: Fountain Village of Yorkville—IDOT Letter of Understanding City Council/Committee of the Whole Date: November 21, 2006 Synopsis: This letter of understanding is for the proposed traffic signal and streetlights at the new Route 47 entrance to Fountain Village. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Authorize Mayor to execute Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo -r� 800 Game Farm Road EST. . ,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 r p Fax: 630-553-3436 ALE wv Date: October 19, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: John Wyeth, City Attorney Subject: Fountain Village of Yorkville—IDOT Letter of Understanding Attached find the IDOT Letter of Understanding regarding the proposed traffic signal on Route 47 to be constructed by the Fountain Village of Yorkville development at their new entrance. Rather than incorporating these items into the future IDOT highway permit, IDOT requires this separate letter of understanding. All of the terms are similar to past agreements between the City and IDOT. Since this development will generate revenue for the city, I assume that we are willing to assume the cost of power and maintenance of the traffic signals and street lights at this new intersection. Please place this item on the November 21, 2006 Committee of the Whole agenda for consideration. Illinois Department of Transportation Division of Highways / District 3 700 East Norris Drive / Ottawa, Illinois/ 61350-0697 Telephone 815/434-6131 October 16, 2006 The Honorable Arthur Prochaska Mayor of Yorkville 800 Game Farm Road Yorkville, IL 60560 LETTER OF UNDERSTANDING Permit Application L-10119 IL 47 and Fountain Village Kendall County Dear Mayor Prochaska: This letter of understanding serves as a supplement to (DOT's issuance of a highway permit to the City of Yorkville relevant to the proposed traffic signals to serve IL 47with Fountain Village. It is mutually agreed that the City of Yorkville will assume responsibility for 100% of road construction of related traffic signal installation. All work will be done in accordance with the specifications of the permit. The City of Yorkville will continue its maintenance of watermain, sanitary, storm sewer, sidewalk, highway lighting and appurtenances located behind the curb. The commercial entrances shall remain the jurisdiction of the respective property owners. The City of Yorkville will assume 100% construction cost of the traffic signal, emergency vehicle preemption and lighting installation. The cost and responsibility of providing electrical energy and maintenance of the said signal, emergency vehicle preemption and lighting on IL Route 47 will be as indicated below. Maintenance Energy Level of Intersection State % City % State % City % Maintenance Traffic signals, 0 100 0 100 1 At IL 47 & Fountain Village Lighting at IL 47 0 100 0 100 1 & Fountain Village Emergency 0 100 0 100 Vehicle Preemption at IL 47 & Fountain Village Mayor Prochaska October 16, 2006 Page 2 It is mutually agreed that the actual signal maintenance will be performed by the City of Yorkville, either with its own forces or through an ongoing contractual agreements. Upon acceptance by IDOT of the new traffic signal installation(s) included herein, the responsibility for maintenance and energy outlined above shall become part of the Master Agreement executed by IDOT and Yorkville on July 6, 2001. IDOT retains the right to control the sequence of timing of the traffic control signals installed at the said intersection. All current city ordinances regulating parking, encroachments and sanitary/storm water drainage along Route 47, shall remain in effect. Upon completion of the intersection, IDOT will assume responsibility of maintaining all through and turning lanes of IL Route 47. The Department will also assume maintenance of all curb and gutter adjoining the traffic lanes of IL Route 47. You will note three copies of this Letter of Understanding are enclosed for your review. If you are in agreement with this proposal, please affix your original signature in the space provided on all three copies, retain one for your files, and return the two copies to the IDOT District 3 office in Ottawa. If you have any comments or questions concerning this project, please feel free to contact Dan Devine of our Bureau of Operations. Mr. Devine can be reached at 815-434-8505. Your cooperation is appreciated. Sincerely, Diane O'Keefe, P.E. Deputy Director of Highways Regi n§,'Engineer By: Bruce A. Hucker, P.E. ol� District Operations Engineer DD:ac sAopAyorkville agreement Approved: Mayor Arthur Prochaska, City of Yorkville Date )w Reviewed By: J2 �� Legal ❑ City Council EST. 1 �=""' 1836 Finance ❑Engineer (`z 1a6 yCity Administrator Agenda Item Tracking Number " O Consultant ❑ �� /n0 � Fj LE City Council Agenda Item Summary Memo Title: Gawne Lane Watermain Extension- Easement City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This easement allows watermain construction along Worsley Lane. 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: 0 Cr o United City of Yorkville Memo 800 Game Farm Road Es, 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 y Fax: 630-553-3436 V. 20 <LIE �w Date: October 12, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Lisa Pickering, Deputy City Cl k Subject: Gawne Lane Watermain Extension-Easement In 2005 the city entered into two easement agreements with Dale Woodworth that allowed construction of the Bruell Street lift station. One of those agreements required the city to construct a watermain along Gawne Lane. We are proceeding with design of that watermain, and construction is scheduled for 2007. During the design, we realized that extending the watermain further west to Worsley Lane would provide fire protection and potable water to the residents of both Gawne Lane and Worsley Lane. The existing right-of-way for Worsley Lane,however,was too narrow to allow watemlain construction while providing access to the residents at the same time. Therefore we contacted Mr. &Mrs. Friel, who own the property immediately west of Gawne Lane, and requested this easement. This easement agreement calls for the city to remove all trees from the easement area, and to remove one large Ash tree if it should die within 3 years of the watermain construction. The agreement also calls for the waiver of one water tap-on fee, and documents an earlier agreement for another water tap-on fee waiver from the early 1990's when an easement was granted for a storm sewer along Gawne Lane. I recommend approval of this easement agreement. Please,place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. GRANT OF PERMANENT AND TEMPORARY WATERMAIN EASEMENT AGREEMENT KNOW ALL MEN BY THESE PRESENTS: THAT the Grantors: STEVEN FRIEL and DAWN FRIEL, in consideration of the sum of TEN AND 00/100 DOLLARS ($10.00) and other good and valuable consideration,the receipt of which is hereby acknowledged}do hereby grant,bargain, sell and convey to the UNITED CITY OF YORKVILLE, a Municipal Corporation,its successors, and assigns, hereinafter referred to as Grantee, in consideration of the covenants to be kept and performed by the Grantee herein, a non exclusive,permanent easement(the"Permanent Easement"), as described herein, to construct, maintain, and operate a watermain, in the event any are actually installed in,upon, and across the tracts of land described as follows, to-wit: BURDENED PARCEL Grantors are the owners of that certain tract of land located along Worsley Street in the City of Yorkville, Kendall County, State of Illinois and legally described as Tract A on Exhibit A attached hereto (the"Burdened Parcel"). PERMANENT EASEMENT The Permanent Easement shall be that certain real property located upon the Burdened Parcel and depicted as Tract B and legally described at Exhibit A, attached hereto (the "Permanent Easement Area"). Said grant of easement are made under the additional following terms and conditions: 1. Grantee's use of the Permanent Easement Area shall be solely for the purpose of constructing, installing, operating, maintaining, and replacing a watermain in and upon the Permanent Easement Area at Grantee's sole cost and expense. 2. In the event Grantee elects to use the easements granted hereunder, Grantee shall thereafter, at Grantee's sole cost and expense: a. Remove all existing trees from the easement area. All tree stumps shall be pulled or ground down. Remove the existing large Ash tree adjacent to the easement near Grantor's south lot line if said tree dies within 3 years of the beginning of construction activities. Removal of said tree shall also include grinding of the stump. b. Restore the surface of said Permanent Easement Area in a uniform manner, free of all debris, rocks in excess of one inch (1"), and gravel, and provide a covering of a minimum of six inches (6") of clean,black, fertile top soil, and establish a healthy stand of grass; c. Replace all lot lines and property line stakes moved or disrupted in the course of performing any work in connection with the purpose of which the easements herein are granted; d. In addition to the existing waiver of one service connection fee for one residential water service connection previously given, a second water service connection fee waiver for use of the then owner of the Burdened Parcel; e. Construction of two water services, to be placed in the general areas indicated by the Grantors. The water service shut-off valves shall be located within the permanent easement area. f. Procure and maintain, during the construction, either directly by the City or via the contractor performing the construction, commercial general liability and property damage insurance against claims for personal injury and death, occurring upon the Burdened Parcel, with single limit coverage of not less than an aggregate of Two Million Dollars ($2,000,000.00) and with a single limit coverage of property damage of not less than Five Hundred Thousand and 00/100 Dollars($500,000.00). Grantee agrees to defend, indemnify and hold Grantor harmless from and against any and all claims, suits, damages, costs, expense, fines,penalties, and liabilities of any kind (the "Claims") arising out of or resulting from the easement granted under this Agreement, and Grantor agrees to give Grantee prompt notice of any Claims and to cooperate in the defense of same. 3. The provisions of the grant of easements hereunder, including the benefits and burdens,run with the land and are binding upon and inure to the benefit of the heirs, assigns, successors, tenants and personal representatives of the parties hereto. 4. In the event that either party fails to abide by the terms hereof, the other party shall be entitled to all applicable remedies at law or in equity, including, but not limited to, restraining orders, temporary and permanent injunctions and damages for destruction or injury to any person or property. Furthermore, should either party pursue legal action relative to the agreements contained herein, then the prevailing party in said litigation shall be entitled to recover from the other as additional costs, its reasonable attorney's fee incurred in connection with such action. 5. All construction, extension, reconstruction, maintenance, repairs, replacements or any other work by Grantee shall be performed in accordance with all applicable laws. All construction, extension, reconstruction, maintenance, repairs, replacements or any other work performed on or with respect to the public utility and appurtenances shall be conducted in a careful, prudent, workmanlike manner, at the sole cost of Grantee. Grantee is solely responsible for the satisfactory performance of this Agreement and all costs and expenses associated with all work conducted pursuant to this Agreement. 6. All notices and demands hereunder shall be in writing and shall be deemed properly served if delivered in person to the parry to whom it is addressed, or five (5) days after deposit in the U.S. Mail if sent postage prepaid by United States registered or certified mail, return receipt requested, addressed as follows: If to Grantee: City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 If to Grantors: Steven and Dawn Friel 20 Ashlawn Ave. Montgomery, Illinois 60538 7. Said easements shall be treated as a covenant running with the land. 8. Said permanent easement shall be binding upon the successors,heirs, and assigns of each party hereto. 9. This Agreement may be executed in multiple counterparts, each of which shall be deemed to be and shall constitute one and the same instrument. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] IN WITNESS WHEREOF, the Grantors and Grantee have hereunto set their hands and seal this day of , 2006. Mayor, United City of Yorkville Steven Friel �C �LGtCr City Clerk Dawn Friel STATE OF ILLINOIS ) COUNTY OF KENDALL ) STEVEN FRIEL and DAWN FRIEL allege and state that they have read the foregoing Grant of Permanent Watermain Easement Agreement by them subscribed, that they have knowledge of the facts and contents contained therein, and that the facts as alleged therein are true in st ce and in fact. Steven Friel Dawn Friel Subscribed and sworn to before me, 2006. OFFICIAL SEAL LORA J. CHAPMAN Not Public NOTARY PUBLIC,STATE OF ILLINOIS MY COMMISSION EXPIRES 312.2007 Prepared by and return to: John Justin Wyeth 800 Game Farm Road Yorkville, Illinois 60560 (630) 553-4350 PLAT TO ACCOMPANY EASEMENT SECTION 33, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN I SCALE: 1"=60' I I I I I 1 r 1 ' 3 ' Z 1 I I I I I 0 � I , , O , w I o 2 0 zl W a �IT. m I o 1 1 4 r S r 6 I ' � I I 1 I T I R A C T I A 1 (P A R E N T T R A C T) 1 1 I r 1 1 I I I I I 9 I 8 I 7 TRACT B 15' WIDE PERMANENT EASEMENT EXHIBIT A SHEET WALTER E. DEUCHLER ASSOCIATES, INC. 1 Costing Engineers — Aurm, Illinois � 2 REVISIONS OB NU M PERMAMENT WATER MAIN EASEMENT CAD DWG: \YV\05084-00\FR GRANTED BY STEVEN & DAWN FRIEL DESIGNED JWF PPROVED PFM DOK OB NUMBER ER DRAWN JWF DATE o4/24/o6 SCALE 1"=60' r 788/05084/00 TO THE UNITED CITY OF YORKVILLE, ILLINOIS PARENT TRACT (TRACT -A) LOTS 4, 5 AND 6 IN BLOCK 2 OF WORSLEY'S ADDITION TO THE VILLAGE OF BRISTOL, KENDALL COUNTY, ILLINOIS. PERMANENT EASEMENT (TRACT -B) THE SOUTHERLY 15 FEET OF LOTS 4,5 AND 6 AND THE WESTERLY 15 FEET OF LOT 4 IN BLOCK 2 OF WORSLEY'S ADDITION TO THE VILLAGE OF BRISTOL, KENDALL COUNTY, ILLINOIS (AS MEASURED AT RIGHT ANGLES TO THE SOUTHERLY AND WESTERLY LINES THEREOF). STATE OF ILLINOIS) SS COUNTY OF KANE) THIS IS TO CERTIFY THAT THE PLAT HEREON DRAWN WAS PREPARED BY WALTER E. DEUCHLER ASSOCIATES, INC., AN ILLINOIS PROFESSIONAL DESIGN FIRM CORPORATION FOR THE PURPOSE OF ILLUSTRATING A PROPOSED EASEMENT. IT IS FURTHER CERTIFIED THAT SAID PLAT WAS PREPARED FROM EXISTING RECORDS AND THAT NO FIELD LAND SURVEY WAS PERFORMED. DATED AT AURORA, ILLINOIS, THIS 2 5-r h DAY OF Pt.p�—� \ 2006. F. �`, �C�i1� „4 e�\ti{�f011Q1lQfOflD .......... 9 >. $$1 3 P 3502912 fi r PROFESSIONAL ALTER E. UC ER ASSOCIATES, INC. rxa� �s tam ILLINOI PROFESSIONAL DESIGN MT��� '• SURVEYOR zj STATE OF g FIRM CORPORATION NO. 1830 Gam ILLINOIS m++iFtrilsceyr« ,,Oi, �rl flft ` a```,` EXHIBIT A,PAGE 2 OF 2 -PW �� C/�.y Reviewed By: J� Legal El City Council g Finance ❑ Baas Engineer City Administrator El genda Item Tracking Number O Consultant ❑ Kwldd C—" City Council Agenda Item Summary Memo Title: US Postal Service—Plat of Easement City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This plat of easement is for recently constructed watermain and storm sewer, and also for potential future utilities. 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: Cl ?*o United City of Yorkville Memo + '° 800 Game Farm Road EST. 1 1896 Yorkville, Illinois 60560 Telephone: 630-553-8545 9 p Fax: 630-553-3436 44. Date: October 20, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer ' —)o CC: Lisa Pickering, Deputy City Cler Subject: US Postal Service—Plat of Easement Attached find a copy of a plat of easement dedicating public utility and drainage easements adjacent to and near the US Postal Service property at the Countryside & McHugh intersection. These easements are for recently constructed watermain that will serve the Prairie Pointe and Walmart properties, as well as storm sewer for the post office site and future utilities. I recommend that this plat be approved. Please place this item on the November 21, 2006 Committee of the Whole agenda for consideration. 11 , � 'Z��x, 0 , I w ; � I I 1 4— 1 ,?�,�i,i� I . � ,, , � . 4 31 I I x I I it A'' ---7 1 1 f- ,I - I �"',,',,,', I , "I %a I xi�i p 114 I v I I ,, : I 4 , 10 ... 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I �. =� : ; � t", ' ,tv���: Ig I,.�° - - „ 14 ,T ! ` A ' `' t � - I .� I ":, �: r� -Jw�, v ,� , F1 ��',�,���, : , , � ` ,":Z"_, , , ,�', P", I , I 11 I 5 1 i.11 15 — ��� �", , ,_ , �, , , I I "I I I- I ,I ,, ,�— , , z ..�I I ,v.. ,: � , -1 , �, �� I 411/i, : , , I" Imi, 4 " �>. I I , , , � '' , , , ,, , ,i��,,'�:, I — , , 11 , , ,,�,I`�!:: , 1� �r ' :.z I , '', —, I , I I �"" , , �` " - � ". , 1�1 11 I , , I I I "'I ",I , "`� �in 6 ,;�_,"'� I'll , " � I ; . — I'll I� """ k',, I I I ...- ,/"ln/� , �� I, � 11, � ,�_ 7: ,,"."',"77, I,�/_ I. , ", �1�1.... ;I I I� 11 I 5�I I 11.1, I I - 11 , , I ��1%111_1 , � 1, I �,"I ,&_� I I CO.y Reviewed By: Leg al El City Council Finance ❑ Esr �s3s Engineer p)4 01-3106 � g ® y City Administrator El Agenda Item Tracking Number � 20 Consultant ❑ El<< `v♦, E City Council Agenda Item Summary Memo Title: Ra.intree Village Unit 1 —Surface Course City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: Problems have developed with the final lift of asphalt in Raintree Village Unit 1. We have notified the developer of the problems, and repairs will be made. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None Council Action Requested: None. This is for information only. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: =♦,��o ciry0 United City of Yorkville Memo a '% 800 Game Farm Road Esr 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o Fax: 630-553-3436 O� ,� ,` ?� SCE Date: November 3, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer CC: Eric Dhuse, Director of Public orks Lisa Pickering, Deputy City Clerk Subject: Raintree Village Unit 1 —Surface Course The final lift of asphalt was paved in Raintree Village Unit 1 about four weeks ago. Immediately afterwards we noticed two areas where the pavement appeared to be settling due to recent storm sewer repairs. Inspections of those areas led us to find numerous other locations where the asphalt is segregated, "ripped" and/or left uneven by improper rolling, and not prepared for rolling at many construction joints. The inspection revealed that these problems are widespread through-out the Unit. On November 2nd we met with Lennar and their contractor to discuss these problems. We told them that the paving was unacceptable,that repairs would need to be made, and that we would be contacting an independent bituminous pavement association to evaluate the pavement and hopefully recommend specific repairs. We also asked the contractor to evaluate the pavement and make recommendations for repairs. The contractor stated that they hadn't performed a thorough inspection yet,but acknowledged that the pavement wasn't perfect. They felt that the quality of work was for the most part within acceptable limits. They did agree that some repairs would need to be made. Due to the time of year, we all agreed that no repair work would be performed until next spring. We have since been informed by the Illinois Asphalt Pavement Association that since they are funded by the asphalt industry,they must decline our request to evaluate the pavement to avoid any perception that they might be biased. I will contact IDOT and perhaps others to see if they will offer opinions regarding the pavement. pw4loa, Co.y Reviewed By: J� 0+ Legal ❑ City Council Finance F1 1836 Engineer -O e 1w1'6 •C ` v� City Administrator El Benda Item Tracking Number �9 �O Consultant ❑ iv X06 — �?0 LE City Council Agenda Item Summary Memo Title: In-Town Road Program Phase 2–Construction Engineering Services City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: These two proposals from Smith Engineering in the amounts of$111,375.00 and$113,898.75 are for construction engineering services. 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 J + '" 800 Game Farm Road M 1836 Yorkville, Illinois 60560 -4 Telephone: 630-553-8545 Fax: 630-553-3436 0 9 " �0 SCE Date:November 14, 2006 To: John Crois,Interim City Administrator From: Joe Wywrot, City Engineer v CC: Lisa Pickering,Deputy City Clerk Subject: In-Town Road Program Phase 2—Construction Engineering Services Attached find two separate proposals from Smith Engineering to perform construction engineering services for the referenced project. This project will be constructed as two separate contracts, one for utilities and one for roadways. Smith's proposal for the utility contract is in the amount of$111,375.00. Their proposal for the roadway contract is in the amount of$113,898.75. When combined and compared to the total estimated cost of the two contracts, these estimates are 8.4%of the total. This is within the acceptable range of cost for construction services. I recommend that these proposals be approved. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. Smith Engineering Consultants Civil/Structural Engineers and Surveyors November 13, 2006 Mr. Joe Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: 2007 In-Town Drainage Improvement Program SEC Job No. YORK-040818.01-6 (Construction Observation) YORK-040818.01-5 (Construction Staking) Dear Joe: Enclosed please find two (2) copies of our proposal for the services you have requested. Please sign and date both copies,retain one(1) for your files and return the second to our office. To expedite this procedure, you may fax us the signed document at 630-553-7646. If you have any questions regarding services,please call. I may be reached at 630-553-7560. We look forward to serving you. Sincerely, SMITH ENGINEERING CONSULTANTS Andrew Mrowicki, P.E. Technical Manager/Senior Construction Engineer AM/ams Enclosure Y:\Jobs\Sniith\2004\040818—York—Road\040818.01 YORK In Town Drainage\administration\contract\040818.01-6 Proposal Drainage-111306-ml.doc Illinois ■ Texas A division of SEC Group,Inc. 759 John Street,Yorkville,IL 60560 t. 630.553.7560 f. 630.553.7646 wwwsecgroupinc.com Smith Engineering Consultants Civil/Structural Engineers and Surveyors PROPOSAL/AGREEMENT for CONSTRUCTION OBSERVATION AND STAKING SERVICES 2007 IN-TOWN DRAINAGE IMPROVEMENT PROGRAM Mr. Joe Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Phone: 630-553-4352 Fax: 630-553-7575 SEC Job No.: YORK-040818.01-6 (Construction Observation) YORK-040818.01-5 (Construction Staking) November 13, 2006 Illinois ■ Texas A division of SEC Group,Inc. 759 John Street,Yorkville,IL 60560 t. 630.553.7560 f. 630.553.7646 www.secgroupinc.com Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 3 of 13 L Project Understanding The United City of Yorkville (Client) is seeking construction-engineering services and construction staking services to observe and stake the drainage improvement project as detailed in the plans and specifications prepared by Smith Engineering Consultants (SEC) titled"Yorkville 2007 In-Town Utility Improvements"under a separate contract. The roads in which the utility improvements are to be completed are as follows: • Madison Street—Main Street to Morgan Street • Van Emmon Street—State Street to Morgan Street • Hydraulic Avenue—Morgan Street to Mill Street • Morgan Street—Madison Street to Hydraulic Avenue • Adams Street—Ridge Street to Hydraulic Avenue • Adams Street(North)—State Street to Hydraulic Avenue • Orange Street—Mill Street to Main Street • Washington Street—Mill Street to Dead End • Fox Street—Mill Street to Dead End • Huestis Street—Fox Street to Hydraulic Avenue • Mill Street—Washington Street to Hydraulic Avenue These improvements include the installation of a new storm sewer system, and water main on the above-listed streets. This work is to be followed by the roadway improvements which will involve the regrading of the parkways to promote positive drainage. Construction engineering services for the associated roadway improvements will be submitted under a separate contract. With the project located in a residential area, interaction and cooperation with the affected residents is critical to the success of the project. Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 4 of 13 IL ' Scope of Services A. Construction Observation (YORK-040818.01-6) At the time of the generation of this proposal the engineering plans, with the latest revision date of November 8, 2006, have not been finalized or approved. As a result, several assumptions were necessary to determine the hours necessary to successfully complete the project. Based on appropriate production rates it is assumed that project duration of 16 weeks is sufficient to complete the proposed work. It is further assumed that one (1) construction engineer will be on-site full- time during all major construction activities to adequately observe the project. Any major changes to the plans dated November 8, 2006 may result in a necessary modification of the Scope of Work and the associated man-hours. Following is a breakdown of the various tasks associated with the construction observation and staking to be supplied by SEC: 1. Construction Start-Up This work includes the need for the construction engineer to review the approved plans and specifications to become generally familiar with the project, video taping the site to document the existing conditions of the project,review the contractor's proposed construction schedule, and to set-up the construction engineer's file system and paperwork. Construction Engineer Il: 8 hours/day x 2 days x 1 person= 16 hours 2. Construction Layout and Verification This work consists of marking limits of removal for curb and gutter, sidewalks, driveways, etc., verifying existing alignments and elevations to ensure the constructability of the plans (construction staking is described elsewhere in this proposal). Construction Engineer IL 2 hours/week x 16 weeks x 1 person= 32 hours Mr. Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 5 of 13 3. Meeting(Pre-Construction) A pre-construction meeting is anticipated to take place before the job begins. Construction Engineer H: 5 hours/day x 1 day x 1 person.= 5 hours Senior Construction Engineer: 5 hours/day x 1 day x 1 person= 5 hours 4. Construction Observation This work consists of the daily observation of the contractor's activities on the site to ensure the general conformance with the approved engineering plans and specifications. It is assumed that construction observation services will be required full-time for the duration of the project with work taking place five (5) days per week. Construction Engineer H: 7 hours/day x 80 days x 1 person=560 hours 5. Documentation Documentation of the contractor's daily activities is part of the construction engineer's daily tasks. Daily diary entries and weekly reports will accurately track the contractor's activities in relation to the amount of workable days. In addition, field conversation and phone conversation memos will be used as applicable. Construction Engineer IL %2 hour/day x 80 days x 1 person=40 hours 6. Field Measurements To accurately track the contractor's completion of contract quantities, field measurements will be made on a daily basis. Detailed calculations will be made and documented on Inspector's Daily Report forms and in the project's quantity book. This work shall be part of the construction engineer's daily tasks. Construction Engineer H: %Z hour/day x 80 days x 1 person=40 hours Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 6 of 13 7. Change Orders It is assumed that four(4) change orders and one (1)balancing change order will be completed during the course of the project. Construction Engineer II: 4 hours/change orders x 5 change orders x 1 person=20 hours 8. Pay Estimates It is assumed that one pay estimate will be processed per month for the duration of the project followed by one final pay estimate at the project's completion. Construction Engineer H: 4 hours/pay estimate x 5 pay estimates x 1 person=20 hours 9. Final Quantity, Final Inspection, Proiect Close Out Once the project is complete, final quantities will be determined and agreed-upon with the contractor. A final walk-through will be conducted, a punch list generated, and the project will be closed out. Construction Engineer II: 8 hours x 5 days x 1 person=40 hours 10. Construction Engineering Administration Principal: 1 hour/week x 16 weeks x 1 person= 16 hours Senior Construction Engineer: 3 hours/week x 16 weeks x 1 person=48 hours 11. Correspondence/Mailings Clerical: 3 hours/week x 16 weeks x 1 person=48 hours Total Construction Observation Hours..........................................980 hours Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 7 of 13 SEC shall not supervise, direct, or have any control over the Contractor's work, nor shall SEC have any responsibility for the construction means, methods, techniques, sequences, or procedures selected by the Contractor. Also, SEC is not responsible for the Contractor's safety precautions or programs in connection with the work. These rights and responsibilities are solely those of the Contractor. SEC shall not be responsible for any acts or omissions of the Contractor,Subcontractor,any entity performing any portion of the work,or any agents or employees of any of them. SEC does not guarantee the performance of the Contractor and shall not be responsible for the Contractor's failure to perform its work in accordance with the City Approved Engineering Improvement Plans, or any applicable laws, codes, rules, or regulations. B. Construction Staking(YORK-040818.01-5) 1. Proiect Coordination Coordination of staking activities will be through a representative of the United City of Yorkville. Surveyor III: 8.5 hours 2. Stakeout Preparation A digital CAD file and"For Construction" design plans prepared by SEC will be utilized to assist in preparing the locations for stakeout. Surveyor HL 31 hours Surveyor II: 9.5 hours 3. Silt Fence Staking Shall consist of staking the location of silt fence as shown in the plans by SEC at 100' intervals. Surveyor III: 10 hours SurveyorTI1,0 hoursim Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 8 of 13 4. Storm Sewer Layout Shall consist of staking storm structures at the center of each structure, and each bend with a lath showing the actual location, and two (2) offset stakes(distances to be coordinated with contractor) with a cut or fill to the structure rim elevation and pipe inverts. Surveyor III: 80 hours Surveyor II: 80 hours 5. Water Main Layout Shall consist of staking water main structures at the center of each structure with a lath showing the actual location, and two (2) offset stakes (distances to be coordinated with contractor)with a cut or fill to the manhole rim elevation. Line stakes at 50' intervals, as well as bend points and"T"locations,will be marked with lath showing water main location, and displaying cut/fill information to finish grade. Surveyor III: 16 hours Surveyor II: 16 hours 6. Water Main and Storm Sewer Record Drawings Provide plan set showing rim and invert elevations,pipe lengths,percents of slope, locations of visible new structures, and elevations for the top of watermain pipes as measured at valves. This includes storm sewer, sanitary sewer and water main structures only. This does not include any information on sanitary service stubs,pipe types, and pipe sizes. Surveyor III: 69 hours Surveyor II: 45 hours Total Construction Staking Hours.................................................375 Hours C. Services not Included in the Contract 1. All material testing, quality control, compaction testing, and geotechnical engineering services are not included in this Contract; however, these services can be provided by others under a separate Contract. Mr. Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 9 of 13 III .Man-Hour&Fee Summary Based upon our understanding of the project as detailed in this Contract, the following is a summary of man-hours and costs associated with the project. This Contract will be completed as a Time and Material,Not to Exceed Contract. TASK HOURS LABOR COST DIRECT COST Construction Observation 890 $77,080.00 $275.00 (YORK-040818.01-6) Construction Staking 375 $34,020.00 (YORK-040818.01-5) Subtotal:- 1,265 $111,100.00 $275.00 Contract Total $111,375.00 Direct Costs: Mileage: 100 trips x 5 miles/trip x $0.45 /mile= $225.00 Postage: =$50.00 Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 10 of 13 IV. ADDITIONAL CONTRACT UNDERSTANDING Extra Work Any work required but not included as part of this contract shall be considered extra work. Extra work will be billed on a Time and Material basis with prior approval of the CLIENT. Outside Consultants SMITH ENGINEERING CONSULTANTS(SEC)is not responsible for accuracy of any plans,surveys or information of any type including electronic media prepared by any other consultants,etc.provided to SEC for use in preparation of plans. SEC is not responsible for accuracy of topographic surveys provided by others. A field check of a topographic survey provided by others will not be done under this contract unless indicated in the Scope of Work. Construction Review(Without Design) It is agreed that the professional services of SEC are limited to a review and observation of the work of the contractor to ascertain that such work substantially conforms to the design intent and the contract documents. It is further agreed that the CLIENT will defend, indemnify and hold harmless SEC from any claim or suit whatsoever,including all payments,expenses or costs,arising from or alleged to have arisen from an error or omission in the plans,specifications or contract documents. SEC agrees to be responsible for its employees own negligent acts,errors or omissions in the performance of their professional services. Construction Observation SEC shall visit the project at appropriate intervals(as described in the scope of services)during construction to become generally familiar with the progress and quality of the contractors'work and to determine if the work is proceeding in general accordance with the Contract Documents. The CLIENT has not retained SEC to make detailed inspections or to provide exhaustive or continuous project review and observation services. SEC does not guarantee the performance of,and shall have no responsibility for,the acts or omissions of any contractor,subcontractor,supplier or any other entity furnishing materials or performing any work on the project. If the CLIENT desires more extensive project observation or full-time project representation,the CLIENT shall request such services be provided by SEC as Additional Services in accordance with the terms of the Agreement. Attorneys'Fees In the event of any litigation arising from or related to the services provided under this AGREEMENT,the prevailing party will be entitled to recovery of all reasonable costs incurred,including staff time,court costs,attorneys'fees and other related expenses. Certificate of Merit The CLIENT shall make no claim for professional negligence,either directly or in a third party claim,against SEC unless the CLIENT has first provided SEC with a written certification executed by an independent design professional currently practicing in the same discipline as SEC and licensed in the State of Illinois. This certification shall: a)contain the name and license number of the certifier, b)specify each and every act or omission that the certifier contends is a violation of the standard of care expected of a Design Professional performing professional services under similar circumstances;and c)state in complete detail the basis for the certifiefs opinion that each such act or omission constitutes such a violation. This certificate shall be provided to SEC not less than thirty(30) calendar days prior to the presentation of any claim or the institution of any arbitration or judicial proceeding. Standard of Care Services provided by SEC under this AGREEMENT will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances. Mr. Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 11 of 13 Job Site Safety Neither the professional activities of SEC,nor the presence of SEC'S 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. SEC and its 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 CLIENT agrees that the General Contractor is solely responsible for job site safety,and warrants that this intent shall be made evident in the CLIENTS AGREEMENT with the General Contractor. The CLIENT also agrees that the CLIENT,SEC and SEC'S consultants shall be indemnified and shall be made additional insureds on the General Contractor's and all subcontractor's general liability policies on a primary and non-contributory basis. Reuse of Documents All project documents including,but not limited to,plans and specifications furnished by SEC under this project are intended for use on this project only. Any reuse,without specific written verification or adoption by SEC,shall be at the CLIENTS sole risk,and CLIENT shall indemnify and hold harmless SEC from all claims,damages and expenses including attorney's fees arising out of or resulting therefrom. Ownership of Instruments of Service All reports,plans,specifications,field data,field notes,laboratory test data,calculations,estimates and other documents including all documents on electronic media prepared by SEC as instruments of service shall remain the property of SEC. SEC shall retain-these records for a period of five(5)years following completion/submission of the records,during which period they will be made available to the CLIENT at all reasonable times. Dispute Resolution - - In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project,the Consultant and CLIENT agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to nonbinding mediation unless the parties mutually agree otherwise. If the dispute cannot be settled amicably,it shall then be settled by arbitration in the State of Illinois in accordance with the American Arbitration Associates. The Award of the arbitrator shall be conclusive and binding upon the parties. The CLIENT agrees,to the fullest extent permitted by law,to limit the liability of SEC and its subconsultants to the CLIENT for any and all claims,losses,costs,damages of any nature whatsoever or claims expenses from any cause or causes,including attorneys'fees and costs and expert witness fees and costs,so that the total aggregate liability of SEC and its subconsultants to all those named shall not exceed SEC'S total fee for services rendered on this project,whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising,unless otherwise prohibited by law. Hazardous Materials It is acknowledged by both parties that SEC'S scope of services does not include any services related to asbestos or hazardous or toxic materials. In the event SEC or any other party encounters asbestos or hazardous or toxic materials at the job site,or should it become known in anyway that such materials maybe present at the job site or any adjacent areas that may affect the performance of SEC'S services,SEC may,at its option and without liability for consequential or any other damages,suspend performance of services on the project until the CLIENT retains appropriate specialist consultant(s)or contractor(s)to identify,abate and/or remove the asbestos or hazardous or toxic materials,and warrant that the job site is in full compliance with applicable laws and regulations. Exclusion This fee does not include attendance at any meetings or public hearings other than those specifically listed in the Scope of Services. These work items are considered extra and are billed separately on an hourly basis. Payment 1. All work will be invoiced on a monthly basis. All invoices shall be paid within 30 days of the invoice date.All outstanding invoices greater than 30 days shall have 1.5% interest compounded monthly added to the invoice. Additionally, all outstanding invoices must be paid in full before Final Plats of Subdivision will be submitted for recording or record drawings are submitted to municipalities for final approval. Should the CLIENT fail to pay for professional services hereunder,as billed within 30 days of such billing,SEC shall be excused from rendering any further services under this project. No work shall be signed or sealed until payment in full is received. Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 12 of 13 2. This AGREEMENT shall not be enforceable by either party until each has in its possession a copy of this AGREEMENT signed by the other. Inclement Weather In the event of a substantial weather system affecting the completion of the said project,SEC retains the right to renegotiate additional fees to cover time needed to complete the said project. Substantial weather conditions include but not limited to extensive rain,high winds,snow greater than two(2)inches and ice. Time Limit This AGREEMENT must be executed within thirty(30)days of the composition date to be accepted under the terms set forth herein. This contract shall expire one year from date of execution. Work cannot begin until we have your signed AGREEMENT. If this AGREEMENT merits your approval and acceptance,please sign both copies,retain one copy for your files and return one to our office. Mr.Joe Wywrot,P.E. United City of Yorkville rl 2007 In-Town Drainage Improvement Program SEC Job No.: YORK-040818.01-6 YORK-040818.01-5 November 13,2006 Page 13 of 13 We sincerely appreciate this opportunity to offer our services. If this AGREEMENT merits your approval and acceptance,please sign both copies,retain one(1)copy for your files and return one(1) to our office. This AGREEMENT is approved and accepted by the Client and Consultant upon both parties signing and dating the AGREEMENT. The effective date of the AGREEMENT shall be the last date entered below. Sincerely, SMITH ENGINEERING CONSULTANTS r P.E. Andr w Mrowicki Technical Manager/Senior Construction Engineer Approved by: eter J.%inker, P.E. Director of Office Operations—Yorkville AM/ams CLIENT: Accepted by: Printed/Typed Name: Title: Date: Client: Y:\Jobs\Srrith\2004\040818—York—Road\040818.01 YORK In Town Drainage\administration\contract\040818.01-6 Proposal Drainage-111306-ml.doc ri SEC GROUP, INC. RATE SCHEDULE -2006 PRINCIPAL.......................................................................................................$150.00/HR ASSOCIATE/DIRECTOR................................................................................$135.00/HR SENIOR STRUCTURAL ENGINEER.............................................................$130.00/HR STRUCTURAL ENGINEER.............................................................................$120.00/HR SENIOR PROJECT/TECHNICAL MANAGER..............................................$125.00/HR PROJECTMANAGER.....................................................................................$120.00/HR SENIOR CIVIL ENGINEER............................................................................$125.00/HR CIVILENGINEER III.......................................................................................$110.00/HR CIVILENGINEER II........................................................................................$100.00/HR CIVILENGINEER I..........................................................................................$90.00/HR ENVIRONMENTAL SCIENTIST....................................................................$ 90.00/HR SENIORSURVEYOR......................................................................................$110.00/HR SURVEYORIII.................................................................................................$ 95.00/HR SURVEYORII..................................................................................................$ 85.00/HR SURVEYORI...................................................................................................$ 75.00/HR SENIOR CONSTRUCTION ENGINEER.......................................................$ 115.00/HR CONSTRUCTION ENGINEER III...................................................................$ 95.00/11R CONSTRUCTION ENGINEER II....................................................................$ 85.00/HR CONSTRUCTION ENGINEER I.....................................................................$ 75.00/HR ENGINEERING TECHNICIAN.......................................................................$ 80.00/HR ADNIINISTRATIVE.........................................................................................$ 60.00/HR PRINTS/IN HOUSE*....................................................................................... $ .45/SQ FT MILEAGE* $ .45/MILE ...................................................................................................... PROPERTYIRONS*........................................................................................$ 2.50/EA HUB/LATH*.....................................................................................................$ 2.00/EA MAILING/SHIPPING*....................................................................................VARIABLE *Indicates Reimbursable Items Smith Engineering Consultants Civil/Structural Engineers and Surveyors November 13, 2006 Mr. Joe Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: 2007 In-Town Road Improvement Program SEC Job No YORK-040818.02-6 (Construction Observation) YORK-040818.02-5 (Construction Staking) Dear Joe: Enclosed please find two (2) copies of our proposal for the services you have requested. Please sign and date both copies, retain one (1) for your files and return the second to our office. To expedite this procedure, you may fax us the signed document at 630-553-7646. If you have any questions regarding services,please call. I maybe reached at 630-553-7560. We look forward to serving you. Sincerely, SMITH ENGINEERING CONSULTANTS Andrew Mrowicki, P.E. Technical Manager/Senior Construction Engineer AM/ams Enclosure Y:\Jobs\Smith\2004\040818—York—Road\040818.02 YORK In Town Roadway\administration\contract\040818.02-6 Proposal Road-111306-ml.doc Illinois ■ Texas A division of SEC Group,Inc. 759 John Street,Yorkville,IL 60560 t. 630.553.7560 £ 630.553.7646 wwwsecgroupinc.com Smith Engineering Consultants Civil/Structural Engineers and Surveyors PROPOSAL/AGREEMENT for CONSTRUCTION OBSERVATION AND STAKING SERVICES 2007 IN-TOWN ROAD IMPROVEMENT PROGRAM Mr. Joe Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Phone: 630-553-4352 Fax: 630-553-7575 SEC Job No.: YORK-040818.02-6 (Construction Observation) YORK-040818.02-5 (Construction Staking) November 13, 2006 Illinois ■ Texas A division of SEC Group,Inc. 759 John Street,Yorkville,IL 60560 t 630.553.7560...f. 630.553.7646—wwwsecgroupinc.com Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 3 of 12 I. Project Understanding The United City of Yorkville (Client) is seeking construction-engineering services and construction staking services to observe and stake the road improvement project as detailed in the plans and specifications prepared by Smith Engineering Consultants (SEC) titled "Yorkville 2007 In-Town Road Improvements"under a separate contract. The roads in which improvements are to be completed are as follows: • Madison Street—Main Street to Morgan Street • Van Emmon Street—State Street to Morgan Street • Hydraulic Avenue—Morgan Street to Mill Street • Morgan Street—Madison Street to Hydraulic Avenue • Adams Street—Ridge Street to Hydraulic Avenue • Adams Street (North)—State Street to Hydraulic Avenue • Orange Street—Mill Street to Main Street • Washington Street—Mill Street to Dead End • Fox Street—Mill Street to Dead End • Huestis Street—Fox Street to Hydraulic Avenue • Mill Street—Washington Street to Hydraulic Avenue These improvements include the partial excavation and widening to a constant width of these streets,pulverizing and shaping of the base,placement of bituminous concrete, shoulder stone, curb and gutter, and final restoration of the disturbed areas. Construction engineering services for the associated drainage improvements will be submitted under a separate contract. With the project located in a residential area, interaction and cooperation with the affected residents is critical to the success of the project. Mr. Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 4 of 12 II. Scope of Services A. Construction Observation (YORK-040818.02-6) At the time of the generation of this proposal the engineering plans, with the latest revision date of November 8, 2006,have not been finalized or approved. As a result, several assumptions were necessary to determine the hours necessary to successfully complete the project. Based on appropriate production rates it is assumed that project duration of 15 weeks is sufficient to complete the proposed work. It is further assumed that one (1) construction engineer will be on-site full- time during all major construction activities to adequately observe the project. Any major changes to the plans dated November 8, 2006 may result in a necessary modification of the Scope of Work and the associated man-hours. Following is a breakdown of the various tasks associated with the construction observation and staking to be supplied by SEC: 1. Construction Start-Up This work includes the need for the construction engineer to review the approved plans and specifications to become generally familiar with the project, video taping the site to document the existing conditions of the project, review the contractor's proposed construction schedule, and to set-up the construction engineer's file system and paperwork. Construction Engineer H: 8 hours/day x 2 days x 1 person= 16 hours 2. Construction Layout and Verification This work consists of marking limits of removal for curb and gutter, sidewalks, driveways, etc.,verifying existing alignments and elevations to ensure the constructability of the plans (construction staking is described elsewhere in this proposal). Construction Engineer IL 3 hours/week x 15 weeks x 1 person=45 hours Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 5 of 12 3. Meeting (Pre-Construction) A pre-construction meeting is anticipated to take place before the job begins. Construction Engineer II: 5 hours/day x 1 day x 1 person,= 5 hours Senior Construction Engineer: 5 hours/day x 1 day x 1 person= 5 hours 4. Construction Observation This work consists of the daily observation of the contractor's activities on the site to ensure the general conformance with the approved engineering plans and specifications. It is assumed that construction observation services will be required full-time for the duration of the project with work taking place five (5) days per week. Construction Engineer II: 9 hours/day x 75 days x 1 person=675 hours 5. Documentation Documentation of the contractor's daily activities is part of the construction engineer's daily tasks. Daily diary entries and weekly reports will accurately track the contractor's activities in relation to the amount of workable days. In addition, field conversation and phone conversation memos will be used as applicable. Construction Engineer II: 1 hour/day x 75 days x 1 person= 75 hours 6. Field Measurements To accurately track the contractor's completion of contract quantities, field measurements will be made on a daily basis. Detailed calculations will be made and documented on Inspector's Daily Report forms and in the project's quantity book. This work shall be part of the construction engineer's daily tasks. Construction Engineer II: 1 hour/day x 75 days x 1 person= 75 hours Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 6 of 12 7. Change Orders It is assumed that four(4) change orders and one(1)balancing change order will be completed during the course of the project. Construction Engineer IL 4 hours/change order x 5 change orders x 1 person=20 hours 8. Pay Estimates It is assumed that one (1)pay estimate will be processed per month for the duration of the project followed by one (1) final pay estimate at the project's completion. Construction Engineer IL 4 hours/pay estimate x 5 pay estimates x 1 person=20 hours 9. Final Ouantity, Final Inspection,Proiect Close Out Once the project is complete, final quantities will be determined and-agreed-:upon with the contractor. A final walk-through will be conducted and a punch list generated, and the project closed out. Construction Engineer H: 8 hours/day x 5 days x 1 person=40 hours 10. Resident Engineering Administration Principal: 1 hour/week x 15 weeks x 1 person= 15 hours Senior Construction Engineer: 4 hours/week x 15 weeks x 1 person=45 hours 11. Correspondence/Mailings Clerical: 3 hour/week x 15 weeks x 1 person=45 hrs Total Construction Observation Hours.......................................1,081 hours •fir. ,.�:. Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 7 of 12 SEC shall not supervise, direct, or have any control over the Contractor's work, nor shall SEC have any responsibility for the construction means, methods, techniques, sequences, or procedures selected by the Contractor. Also, SEC is not responsible for the Contractor's safety precautions or programs in connection with the work. These rights and responsibilities are solely those of the Contractor. SEC shall not be responsible for any acts or omissions of the Contractor, Subcontractor, any entity performing any portion of the work, or any agents or employees of any of them. SEC does not guarantee the performance of the Contractor and shall not be responsible for the Contractor's failure to perform its work in accordance with the City Approved Engineering Improvement Plans, or any applicable laws, codes, rules, or regulations. B. Construction Staking (YORK-040818.02-5) 1. Proiect Coordination Coordination of staking activities will be through a representative of the United City of Yorkville. Surveyor III: 8.5 Hours 2. Stakeout Preparation A digital CAD file and"For Construction" design plans prepared by SEC will be utilized to assist in preparing the locations for stakeout. Surveyor III: 39.5 Hours Surveyor II: 9.5 Hours 3. Driveway Culvert Staking Staking of proposed culverts as shown on the final engineering plans. Each end of the culverts will be marked with an offset stake and cut or fill to proposed invert elevation. Surveyor III: 8 Hours Surveyor II: 8 Hours Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 8 of 12 4. Roadway Staking Staking of approximately 10,400'of roadway. Edge of pavement or back of curb staking at 50' intervals on each side of Madison, Van Emmon, Hydraulic, Morgan, Adams, Orange, Washington, Fox and Heustis Street marked with a 3' offset and a cut or fill to finished grade. Surveyor HE 80 Hours Surveyor II: 80 Hours Total Construction Staking Hours........................................233.5 Hours C. Services not Included in the Contract 1. All material testing, quality control, compaction testing, and geotechnical engineering services are not included in this Contract;however, these services can be provided by others under a separate Contract. III. Man-Hour & Fee Summary Based upon our understanding of the project as detailed in this Contract,the following is a summary of man-hours and costs associated with the project. This Contract will be completed as a Time and Material,Not to Exceed Contract. TASK _ MAN LABOR COST DIRECT COST HOURS Construction Observation 1,081.00 $93,235.00 $263.75 (YORK-040818.02-6 Construction Staking 233.50 $20,400.00 YORK-040818.02-5) Subtotal: 1,314.50 $113,635.00 Contract TotaL•' $113,898.75 Direct Costs: Mileage: 95 trips x 5 miles/trip x $0.45 /mile= $213.75 Postage: $50.00 Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 9 of 12 IV. ADDITIONAL CONTRACT UNDERSTANDING Extra Work Any work required but not included as part of this contract shall be considered extra work. Extra work will be billed on a Time and Material basis with prior approval of the CLIENT. Outside Consultants SMITH ENGINEERING CONSULTANTS(SEC)is not responsible for accuracy of any plans,surveys or information of any type including electronic media prepared by any other consultants,etc.provided to SEC for use in preparation of plans. SEC is not responsible for accuracy of topographic surveys provided by others. A field check of a topographic survey provided by others will not be done under this contract unless indicated in the Scope of Work. Construction Review(Without Design) It is agreed that the professional services of SEC are limited to a review and observation of the work of the contractor to ascertain that such work substantially conforms to the design intent and the contract documents. It is further agreed that the CLIENT will defend, indemnify and hold harmless SEC from any claim or suit whatsoever,including all payments, expenses or costs,arising from or alleged to have arisen from an error or omission in the plans,specifications or contract documents. SEC agrees to be responsible for its employees own negligent acts,errors or omissions in the performance of their professional services. Construction Observation SEC shall visit the project at appropriate intervals(as described in the scope of services)during construction to become generally familiar with the progress and quality of the contractors'work and to determine if the work is proceeding in general accordance with the Contract Documents. The CLIENT has not retained SEC to make detailed inspections or to provide exhaustive or continuous project review and observation services. SEC does not guarantee the performance of,and shall have no responsibility for,the acts or omissions of any contractor,subcontractor,supplier or any other entity furnishing materials or performing any work on the project. If the CLIENT desires more extensive project observation or full-time project representation,the CLIENT shall request such services be provided by SEC as Additional Services in accordance with the terms of the Agreement. Attorneys'Fees In the event of any litigation arising from or related to the services provided under this AGREEMENT,the prevailing party will be entitled to recovery of all reasonable costs incurred,including staff rime,court costs,attorneys'fees and other related expenses. Certificate of Merit The CLIENT shall make no claim for professional negligence,either directly or in a third party claim,against SEC unless the CLIENT has first provided SEC with a written certification executed by an independent design professional currently practicing in the same discipline as SEC and licensed in the State of Illinois. This certification shall: a)contain the name and license number of the certifier, b) specify each and every act or omission that the certifier contends is a violation of the standard of care expected of a Design Professional performing professional services under similar circumstances;and c)state in complete detail the basis for the certifier's opinion that each such act or omission constitutes such a violation. This certificate shall be provided to SEC not less than thirty(30) calendar days prior to the presentation of any claim or the institution of any arbitration or judicial proceeding. Standard of Care Services provided by SEC under this AGREEMENT will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances. Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 10 of 12 Job Site Safety Neither the professional activities of SEC,nor the presence of SEC'S 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. SEC and its 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 CLIENT agrees that the General Contractor is solely responsible for job site safety,and warrants that this intent shall be made evident in the CLIENTS AGREEMENT with the General Contractor. The CLIENT also agrees that the CLIENT,SEC and SEC'S consultants shall be indemnified and shall be made additional insureds on the General Contractor's and all subcontractor's general liability policies on a primary and non-contributory basis. Reuse of Documents All project documents including,but not limited to,plans and specifications furnished by SEC under this project are intended for use on this project only. Any reuse,without specific written verification or adoption by SEC,shall be at the CLIENTs sole risk,and CLIENT shall indemnify and hold harmless SEC from all claims,damages and expenses including attorneys fees arising out of or resulting therefrom. Ownership of Instruments of Service All reports,plans,specifications,field data,field notes,laboratory test data,calculations,estimates and other documents including all documents on electronic media prepared by SEC as instruments of service shall remain the property of SEC. SEC shall retain these records for a period of five(5)years following completion/submission of the records,during which period they will be made available to the CLIENT at all reasonable times. Dispute Resolution In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project,the Consultant and CLIENT agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to nonbinding mediation unless the parties mutually agree otherwise. If the dispute cannot be settled amicably,it shall then be settled by arbitration in the State of Illinois in accordance with the American Arbitration Associates. The Award of the arbitrator shall be conclusive and binding upon the parties. The CLIENT agrees,to the fullest extent permitted by law,to limit the liability of SEC and its subconsultants to the CLIENT for any and all claims,losses,costs,damages of any nature whatsoever or claims expenses from any cause or causes,including attomeys'fees and costs and expert witness fees and costs,so that the total aggregate liability of SEC and its subconsultants to all those named shall not exceed SEC'S total fee for services rendered on this project,whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising,unless otherwise prohibited by law. Hazardous Materials It is acknowledged by both parties that SEC'S scope of services does not include any services related to asbestos or hazardous or toxic materials. In the event SEC or any other party encounters asbestos or hazardous or toxic materials at the job site,or should it become known in any way that such materials may be present at the job site or any adjacent areas that may affect the performance of SEC'S services,SEC may,at its option and without liability for consequential or any other damages,suspend performance of services on the project until the CLIENT retains appropriate specialist consultant(s)or contractor(s)to identify,abate and/or remove the asbestos or hazardous or toxic materials,and warrant that the job site is in full compliance with applicable laws and regulations. Exclusion This fee does not include attendance at any meetings or public hearings other than those specifically listed in the Scope of Services. These work items are considered extra and are billed separately on an hourly basis. Payment 1. All work will be invoiced on a monthly basis. All invoices shall be paid within 30 days of the invoice date.All outstanding invoices greater than 30 days shall have 1.5% interest compounded monthly added to the invoice. Additionally, all outstanding invoices must be paid in full before Final Plats of Subdivision will be submitted for recording or record drawings are submitted to municipalities for final approval. Should the CLIENT fail to pay for professional services hereunder,as billed within 30 days of such billing,SEC shall be excused from rendering any further services under this project. No work shall be signed or sealed until payment in full is received. Mr.Joe Wywrot,P.E. United City of Yorkville P I 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 11 of 12 2. This AGREEMENT shall not be enforceable by either party until each has in its possession a copy of this AGREEMENT signed by the other. Inclement Weather In the event of a substantial weather system affecting the completion of the said project,SEC retains the right to renegotiate additional fees to cover time needed to complete the said project. Substantial weather conditions include but not limited to extensive rain,high winds,snow greater than two(2)inches and ice. Time Limit This AGREEMENT must be executed within thirty(30)days of the composition date to be accepted under the terms set forth herein. This contract shall expire one year from date of execution. Work cannot begin until we have your signed AGREEMENT. Ifthis AGREEMENT merits your approval and acceptance,please sign both copies,retain one copy for your files and return one to our office. Mr.Joe Wywrot,P.E. United City of Yorkville 2007 In-Town Road Improvement Program SEC Job No.: YORK-040818.02-6 YORK-040818.02-5 November 13,2006 Page 12 of 12 We sincerely appreciate this opportunity to offer our services. If this AGREEMENT merits your approval and acceptance,please sign both copies,retain one(1)copy for your files and return one(1) to our office. This AGREEMENT is approved and accepted by the Client and Consultant upon both parties signing and dating the AGREEMENT. The effective date of the AGREEMENT shall be the last date entered below. Sincerely, SMITH ENGINEERING CONSULTANTS P.E. Andreiv Mrowicki Technical Manager/Senior Construction Engineer Approved by: eter J. Huinker, P.E. Director of Office Operations—Yorkville AM/ams CLIENT: Accepted by: Printed/Typed Name: Title: Date: Client: Y:Vobs\Stnith\2004\040818_York Road\040818.02 YORK In Town Roadway\adn nistration\contract\040818.02-6 Proposal Road-111306-tnl.doc ri SEC GROUP, INC. RATE SCHEDULE -2006 PRINCIPAL.......................................................................................................$150.00/HR ASSOCIATE/DIRECTOR................................................................................$13 5.00IHR SENIOR STRUCTURAL ENGINEER.............................................................$130.00/HR STRUCTURAL ENGINEER...................................................:: .$120.00/HR ...................... SENIOR PROJECT/TECHNICAL MANAGER..............................................$125.00/HR PROJECT MANAGER ............................................................$120.00/HR SENIOR CIVIL ENGINEER............................................................................$125.00/HR CIVIL ENGINEER III.....................................• .........$110.00/HR ........................................ CIVILENGINEER II........................................................................................$100.00/HR CIVILENGINEER I..........................................................................................$90.00/HR ENVIRONMENTAL SCIENTIST....................................................................$ 90.00/1M SENIORSURVEYOR......................................................................................$110.00/HR SURVEYOR III................................... SURVEYORH..................................................................................................$ 85.00/HR SURVEYORI...................................................................................................$ 75.00/HR SENIOR CONSTRUCTION ENGINEER.......................................................$ 115.00/HR CONSTRUCTION ENGINEER III...................................................................$ 95.00/HR CONSTRUCTION ENGINEER II....................................................................$ 85.00/HR CONSTRUCTION ENGINEER I.....................................................................$ 75.00/HR ENGINEERING TECHNICIAN.......................................................................$ 80.00/HR ADMINISTRATIVE.........................................................................................$ 60.00/HR PRINTS/IN HOUSE*.......................................................................................$ .45/SQ FT MILEAGE* ......................................................................................................$ .45/MILE PROPERTYIRONS*........................................................................................$ 2.50/EA HUB/LATH*.....................................................................................................$ 2.00/EA MAILING/SHIPPING*....................................................................................VARIABLE *Indicates Reimbursable Items -P W � Reviewed By: Jam ' �•c► Legal ❑ City Council Finance ❑ 1836 1 131 n� Engineer V�A � enda Item Tracking Number y City Administrator ❑ O ;,6 �O Consultant ❑ SCE City Council Agenda Item Summary Memo Title: Corneils Road Improvements—Engineering Agreement City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This agreement with EEI is to perform Phase 1, 2, and 3 engineering for the improvements to Corneils Road, basically from Beecher Road to Route 47. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval, subject to receipt of developer funding. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: United City of Yorkville Memo + 's` 800 Game Farm Road EST. 1 1836 Yorkville, Illinois 60560 -4 Telephone: 630-553-8545 ° Fax: 630-553-3436 SCE ��•�` Date: November 13, 2006 To: John Crois, Interim City Administrator From: Joe Wywrot, City Engineer �. L,)r CC: Lisa Pickering,Deputy City Clerk Travis Miller, Community Development Director Subject: Corneils Road Improvements—Engineering Agreement Attached find one copy of a proposed agreement with Engineering Enterprises, Inc. for preliminary, design, and construction engineering for the reconstruction of Comeils Road. The project would extend from 600 feet west of Beecher Road to 1300 feet east of Route 47, and include traffic signals and construction of turn bays on Route 47. The estimated cost of construction,including engineering and related expenses, is about$7.1 million dollars. Also included in the project is the potential reconstruction of the Corneils Road Bridge over Rob Roy Creek. This bridge is less than 10 years old, but since it was built there have been changes in the way that load bearing is evaluated. Also,the lack of a wearing surface on the original bridge has allowed water and salt to penetrate between the deck beams and possibly weak the structure. Consequently,the engineering agreement calls for the bridge to be evaluated during Phase 1 (preliminary) engineering. At a minimum the bridge will need to be widened and have a wearing surface constructed over the deck beams. The engineering agreement is in the amount of$1,178,800. The breakdown of costs is listed in Exhibit A of the agreement. Initial funding would be $42,000 for preliminary engineering to evaluate the bridge and work through intersection design issues with IDOT. Funding of the majority of these Corneils Road Improvements should be primarily from Westbury Village. We need to make sure that the Westbury development agreement includes language to fund reconstruction of Corneils Road, as well as sections of Beecher, Galena, and Eldamain Roads. The city would need to fund the work on Corneils east of Route 47. I recommend that this agreement be approved, subject to receipt of developer funding. Please place this item on the Committee of the Whole agenda of November 21, 2006 for consideration. 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 itt FAX:630/466-9380 vwr mAeliNeb.com Engineering Enterprises, Inc. November 10, 2006 Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Professional Engineering Services for Comeils Road Reconstruction 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 transportation improvements along Comeils Road. We have attached two (2) copies of the contract and supporting documentation for your review. We also have attached an exhibit that depicts the proposed improvements, and cost estimates for each phase of the improvements. The specific transportation projects provided for are as follows: • Cornelis Road Improvements - From 600 LF West of Beecher Road to 1,300 LF East of IL Route 47 (East End of Ratos Property) • Comeils Road/Rob Roy Creek Bridge Reconstruction • Corneiis Road & IL Route 47 Signals • IL Route 47 Intersection Improvements The detailed scope of services for the above referenced projects is noted in the attached agreement for Professional Engineering Services. Exhibit A of the agreement summarizes our estimated compensation for professional engineering services. Based on the current estimate of construction costs of $5,911,213, the proposed design engineering fees at $487,000 are 8.2% of the estimated construction cost. The proposed construction engineering fees are estimated to be $484,000, which is 8.2% of the estimated construction cost. Please note that the preliminary engineering, additional consultation, legal surveying, and testing costs are estimated to be $207,800. Therefore, the total cost for all of the services defined within the contract is estimated to be$1,178,800. Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr. Joe Wywrot, P.E. November 10, 2006 Page 2 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. �Vo-r G{/. r Jeffrey W. Freeman, P.E. Vice President JWF/tvw Enclosure PC: Mayor Art Prochaska Mr. John Crois, Interim City Administrator Mr. Eric Dhuse, Director of Public Works Mr. Travis Miller, Community Development Director Mr. John Wyeth, City Attorney Mr. Bart Olson, Assistant City Administrator JKM, PGW, DMT, WED, JTW, RGN, EEI GAPub1ic\Yorkvi11e\2006\Y00635 Corneils Road Improvements\Doc\contractletter.doc L---j rr, v WESTBURY m WESTBURY N VILLAGE VILLAGE m ;u 0' 1000' Iv W BEJECHER RD -- — WEST B SCALE FEET EAST ILLAGE UNITED CITY OF YORKVILLE NELSON CORNEILS ROAD IMPROVEMENTS i -LANDFILL LENGTH =8600' LOCATION MAP PROPOSED TRAFFIC Eu rn SIGNAL m 0 I X PROPOSED RIDGE I Z RATOS p MODIFICATIO S O y cn PROPERTY v Q CORN EILS ROAD _ . _ : • - - rTY _ 7 ■-� � T-�� c �-,-__ t- .r i.i i = ago i = _ . . - �..i i= i i i.= • 47/CORNEILS ■ :�' - LLC N - a a - - m - O � x WESTBUR BEGIN �OUTH -VILL GE END ' IMPROVEMENTS - --- IMPROVEMENTS o COMMERCIAL DR c LEDONIA m co 0 0 COMM ED ROW .� CC)M n COM ED 0 m PEE O> ° WHEATON / 0 JOHNSON i NOR�NE NRR o PRO ERTY ON a I guRL� G Y W _� COPIRIGHT©2006 ENGINEERING ENTERPRISES, INC. PATH-H SDSkPRDJ r00e00 Dw0 r00635 v00B0029 Municipality L Name 0 1 of Tr s Department United City of Yorkville � ``�f of Transportation O Engineering Enterprises, Inc. Township A N Address Bristol L S 52 Wheeler Road Preliminary/Construction U County G Engineering Services T city Kendall E Agreement A Suqar Grove N N Section C State T Corneils Road Reconstruction Y IL THIS AGREEMENT is made and entered into this day of 2006 between the above Local Agency (LA)and Consultant(ENGINEER) and covers certain professional engineering services in connection with the improvement of the above SECTION. Motor Fuel Tax Funds, allotted to the LA by the State of Illinois under the general supervision of the State Department of Transportation, hereinafter called the "DEPARTMENT", wild may be used entirely or in part to finance ENGINEERING services as described under AGREEMENT PROVISIONS. Section Description Name Corneils Road Route - Length 8,600 LF ( 1.63 Miles)(Structure No. - ) Termini From 600 If west of Beecher Road to 1,300 If east of IL Route 47 (East End of the Ratos Property) Description: Reconstruction of 8,600 If of full depth superpave bituminous concrete rural pavement section (26' E-E with 4' aggregate shoulders) including single span bridge modifications, drainage and storm sewer structure improvements, sidewalk (5'), earth excavation, street lighting, striping, miscellaneous appurtenance adjustments, landscaping, topsoil, seed and mulch; Intersection turn lane and signalization improvements on IL Route 47 at Corneils. Agreement Provisions The Engineer Agrees, 1. To perform or be responsible for the performance of the following engineering services for the LA in connection with the proposed improvement herein before described, and checked below: a. ® Make such detailed surveys as are necessary for the preparation of detailed roadway plans. b. ® Make stream and flood plain hydraulic surveys and gather high water data and flood histories for the preparation of detailed bridge plans. c. ® Make or cause to be made such soil surveys or subsurface investigations including borings and soil profiles and analyses thereof as may be required to furnish sufficient data for the design of the proposed improvement. Such investigations are to be made in accordance with the current requirements of the DEPARTMENT. d. ® Make or cause to be made such traffic studies and counts and special intersection studies as may be required to furnish sufficient data for the design of the proposed improvement. e. ® Prepare Army Corps of Engineers Permit, Division of Water Resources Permit, Bridge waterway sketch and/or Channel Change sketch, Utility plan and locations and Railroad Crossing work agreements. f. ® Prepare Preliminary Bridge Design and Hydraulic Report, (including economic analysis of bridge or culvert types) and high water effects on roadway overflows and bridge approaches. Note Four copies to be submitted to the Regional Engineer Page 1 of 5 BLR 05512(Rev.7/05) Printed on 11/10/2006 11:32:18 AM g. ® Make complete general and detailed plans, special provisions, proposals and estimates of cost and furnish the LA with five (5) copies of the plans, special provisions, proposals and estimates. Additional copies of any or all documents, if required shall be furnished to the LA by the ENGINEER at his actual cost for reproduction. Include economic analysis of bituminous concrete pavement versus concrete pavement. h. ® Furnish the LA with survey and drafts in quadruplicate of all necessary right-of-way dedications, construction easements and borrow pit and channel change agreements including prints of the corresponding plats and staking as required. i. ® Assist the LA in the receipt and evaluation of proposals and the awarding of the construction contract. j. ® Furnish or cause to be furnished: (1) Proportioning and testing of concrete mixtures in accordance with the"Manual of Instructions for Concrete Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT and promptly submit reports on forms prepared by said Bureau. (2) Proportioning and testing of bituminous mixtures (including extracting test) in accordance with the "Manual of Instructions for Bituminous Proportioning and Testing" issued by the Bureau of Materials and Physical Research, of the DEPARTMENT, and promptly submit reports on forms prepared by said Bureau. (3) All compaction tests as required by the specifications and report promptly the same on forms prepared by the Bureau of Materials and Physical Research. (4) Quality and sieve analyses on local aggregates to see that they comply with the specifications contained in the contract. (5) Inspection of all materials when inspection is not provided at the sources by the Bureau of Materials and Physical Research, of the DEPARTMENT and submit inspection reports to the LA and the DEPARTMENT in accordance with the policies of the said DEPARTMENT. k. ® Furnish or cause to be furnished (1) A resident engineer, inspectors and other technical personnel to perform the following work: (The number of such inspectors and other technical personnel required shall be subject to the approval of the LA.) a. Continuous observation of the work and the contractor's operations for compliance with the plans and specifications as construction proceeds, but the ENGINEER does not guarantee the performance of the contract by the contractor. b. Establishment and setting of lines and grades. c. Maintain a daily record of the contractor's activities throughout construction including sufficient information to permit verification of the nature and cost of changes in plans and authorized extra work. d. Supervision of inspectors, proportioning engineers and other technical personnel and the taking and submitting of material samples. e. Revision of contract drawings to reflect as built conditions. f. Preparation and submission to the LA in the required form and number of copies, all partial and final payment estimates, change orders, records and reports required by the LA and the DEPARTMENT. 2. That all reports, plans, plats and special provisions to be furnished by the ENGINEER pursuant to this agreement will be in accordance with the current standard specifications and policies of the DEPARTMENT, it being understood that all such reports, plats, plans and drafts shall before being finally accepted, be subject to approval by the LA and the said DEPARTMENT. 3. To attend conferences at any reasonable time when requested to do so by the LA or representatives of the DEPARTMENT. 4. In the event plans, surveys or construction staking are found to be in error during the construction of the SECTION and revisions of the plans or survey or construction staking corrections are necessary, the ENGINEER agrees that he will perform such work without expense to the LA, even though final payment has been received by him. He shall give immediate attention to these changes so there will be a minimum delay to the contractor. 5. The basic survey notes and sketches, charts, computations and other data prepared or obtained by the ENGINEER pursuant to this agreement will be made available upon request to the LA or the DEPARTMENT without cost and without restriction or limitations as to their use. 6. To make such changes in working plans, including all necessary preliminary surveys and investigations, as may be required after the award of the construction contract and during the construction of the improvement. Page 2 of 5 BLR 05512(Rev.7/05) Printed on 11/10/2006 11:32:18 AM 7. That all plans and other documents furnished by the ENGINEER pursuant to the AGREEMENT will be endorsed by him and will show his professional seal where such is required by law. 8. To submit, upon request by the LA or the DEPARTMENT a list of the personnel and the equipment he/she proposes to use in fulfilling the requirements of this AGREEMENT. The LA Agrees, 1. To pay the Engineer as compensation for all services performed as stipulated in paragraphs 1a, 1b,1f,1g, 1i, 2, 3, 5 and 6 in accordance with one of the following methods indicated by a check mark: a ❑ A sum of money equal to percent of the awarded contract cost of the proposed improvement as approved by the DEPARTMENT. b. ❑ A sum of money equal to the percentage of the awarded contract cost for the proposed improvement as approved by the DEPARTMENT based on the following schedule: Schedule for Percentages Based on Awarded Contract Cost Awarded Cost Percentage Fees Under $50,000 N/A (see note) Note: Not necessarily a percentage. Could use per diem, cost-plus or lump sum. c. ® Lump Sum $487,000.00 (As summarized on Exhibit A) The lump sum fee shall be effective the date the parties, hereunto entering this AGREEMENT, have affixed their hands and seals and shall remain in effect until 4/30/07. In event the services of the ENGINEER has not commenced by direction from the City by 4/30/07, said fee will be adjusted 6% yearly by addendum to this AGREEMENT to compensate for increases in the salary structure of the ENGINEER that are in effect at that time. 2. To pay for services stipulated in paragraphs 1b, 1c, 1d, 1e, 1h, 1j and 1k of THE ENGINEER AGREES at the hourly rates stipulated below for personnel assigned to this SECTION as payment in full to the ENGINEER for the actual time spent in providing these services the hourly rates to include profit, overhead, readiness to serve, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. Subject to the approval of the LA, the ENGINEER may sublet all or part of the services provided under paragraphs 1b, 1c, 1d, 1e, 1f, 1j and 1k of THE ENGINEER AGREES. If the ENGINEER sublets all or a part of this work, the LA will pay the cost to the ENGINEER plus a five (5) percent service charge. "Cost to ENGINEER" to be verified by furnishing the LA and the DEPARTMENT copies of invoices from the party doing the work. The classifications of the employees used in the work should be consistent with the employee classifications for the services performed. If the personnel of the firm including the Principal Engineer perform routine services that should normally be performed by lesser-salaried personnel, the wage rate billed for such services shall be commensurate with the work performed. See Exhibit A for a Summary of Estimated Compensation. Grade Classification of Employee Hourly Rate Principal Engineer $144.00 Sr. Project Manager 132.00 Project Manager 120.00 Sr. Project Engineer/Surveyor 108.00 Project Engineer/Surveyor 99.00 Senior Engineer/Surveyor 90.00 Engineer/Surveyor 81.00 Assoc. Engineer/Survey 72.00 Sr. Project Technician 99.00 Project Technician 90.00 Senior Technician 81.00 Technician 72.00 Associate Technician 63.00 Secretary 72.00 Page 3 of 5 BLR 05512(Rev.7/05) Printed on 11/10/2006 11:32:18 AM The hourly rates itemized above shall be effective the date the parties, hereunto entering this AGREEMENT, have affixed their hands and seals and shall remain in effect until 4/30/07 . In event the services of the ENGINEER extend beyond 4/30/07 , the hourly rates will be adjusted yearly by addendum to this AGREEMENT to compensate for increases or decreases in the salary structure of the ENGINEER that are in effect at that time. 3. That payments due the ENGINEER for services rendered pursuant to this AGREEMENT will be made as soon as practicable after the services have been performed, in accordance with the following schedule: a. Upon completion of detailed plans, special provisions, proposals and estimate of cost- being the work required by paragraphs 1a through 1g under THE ENGINEER AGREES-to the satisfaction of the LA and their approval by the DEPARTMENT, 90 percent of the total fee based on the above fee schedule and the approved estimate of cost. b. Upon award of the contract for the improvement by the LA and its approval by the DEPARTMENT, 100 percent of the total fee (excluding any fees paragraphs 1j and 1k of the ENGINEER AGREES), based on the above fee schedule and the awarded contract cost, less any previous payment. C. Upon completion of the construction of the improvement, 90 percent,of the fee due for services stipulated in paragraphs 1j and 1 k. d. Upon completion of all final reports required by the LA and the DEPARTMENT and acceptance of the improvement by the DEPARTMENT, 100 percent of the total fees due under this AGREEMENT, less any amounts previously paid. By mutual agreement, partial payments, not to exceed 90 percent of the amount earned, may be made from time to time as the work progresses. 4. That should the improvements be abandoned at any time after the ENGINEER has performed any part of the services provided for in paragraphs 1 a and 1 g, and prior to the completion of such services the LA shall reimburse the ENGINEER for his actual costs plus 136.45 percent incurred up to the time he is notified in writing of such abandonment "actual cost" being defined as material costs plus actual payrolls, insurance, social security and retirement deductions. Traveling and other out-of-pocket expenses will be reimbursed to the ENGINEER at his actual cost. 5. That should the LA require changes in any of the detailed plans, specifications or estimates (except for those required pursuant to paragraph 4 of THE ENGINEER AGREES) after they have been approved by the DEPARTMENT, the LA will pay the ENGINEER for such changes on the basis of actual cost plus 136.45 percent to cover profit, overhead and readiness to serve-"actual cost" being defined as in paragraph 4 above. It is understood that"changes" as used in this paragraph shall in no way relieve the ENGINEER of his responsibility to prepare a complete and adequate set of plans. 6. That should the LA extend completion of the improvement beyond the time limit given in the contract, the LA will pay the ENGINEER, in addition to the fees provided herein, his actual cost incurred beyond such time limit-"actual cost" being defined as in paragraph 4 above. It is Mutually Agreed, 1. That any difference between the ENGINEER and the LA 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 LA and a third member appointed by the two other members for disposition and that the committee's decision shall be final. 2. This AGREEMENT may be terminated by the LA 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 LA all drawings, specifications, partial and completed estimates and data if any from traffic studies and soil survey and subsurface investigations with the understanding that all such material becomes the property of the LA. The ENGINEER shall be paid for any services completed and any services partially completed in accordance with Section 4 of THE LA AGREES. 3. That if the contract for construction has not been awarded one year after the acceptance of the plans by the LA and their approval by the DEPARTMENT, the LA will pay the ENGINEER the balance of the engineering fee due to make 100 percent of the total fees due under the AGREEMENT, based on the estimate of cost as prepared by the ENGINEER and approved by the LA and the DEPARTMENT. 4. That the ENGINEER warrants that he/she 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 contract and that he/she has not paid or agreed to Page 4 of 5 BLR 05512(Rev.7/05) Printed on 11/10/2006 11:32:18 AM 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 contract. For breach or violation of this warranty the LA shall have the right to annul this contract without liability. IN WITNESS WHEREOF, the parties have caused this AGREEMENT to be executed in quadruplicate counterparts, each of which shall be considered as an original by their duly authorized offices. Executed by the LA: The United City of Yorkville of the (Mun icipality/Tewash ip/Geuaty) ATTEST: State of Illinois, acting by and through its BY Mayor and Council City Clerk By (Seal) Title: Mayor Executed by the ENGINEER: Engineering Enterprises, Inc. 52 Wheeler Road ATTES - Sugar Grove, IL 60554 BY T4Z' Title: Secreta Title: Vice President Page 5 of 5 BLR 05512(Rev.7/05) Printed on 11/10/2006 11:32:18 AM EXHIBIT A:SUMMARY OF ESTIMATED COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES CORNEILS ROAD IMPROVEMENTS From 600 LF West of Beecher Road to 1,300 LF East of IL Route 47(East End of Ratos Property) United City of Yorkville,Kendall Co.,IL DESIGN AND CONSTRUCTION ENGINEERING PHASE I-PRELIMINARY %of PHASE II-ENGINEERING %of PHASE III-CONSTRUCTION %of ESTIMATED TOTAL ENGINEERING STUDY&REPORT Construction DESIGN Construction ENGINEERING Construction CONSTRUCTION ESTIMATED PROJECT ect (Contract.HR) Cost (Contract-%or FF) Cost (Contract=HR) Cost COST COST *nails Road Improvements $0 0.0% $295,000 7.5% $314,000 8.0% $3,920,716 $4,529,716 'nails Road/Rob Roy Creek i e Reconstruction $11,000 1.4% $90,000 12.0% $75,000 10.0% $750,000 $926,000 'nails Road&IL Route 47 fFc Signal 831,000 12.6% $22,000 9.0% $16,000 6.0% $242,000 $310,000 route 47 Intersection ,rovements $0 0.0% $80,000 8.0% $80,000 8.0% $998,497 $1,168,497 TOTAL $42,000 0.7% $487,000 8.2% $484,000 8.2% $5,911,213 $6,924,213 ESTIMATED ADDITIONAL CONSULTATION,SURVEYING,AND TESTING SERVICES Estimated Contract vice Costs Type .W.and Easements Surveying,R.O.W.Acquisition Consultation $15,000 HR id lain,Floodway&Wetland Permitting $20,000 HR surface Soils Investigation $12,500 AC erial Testing $118,300 AC VTRACT DESIGNATIONS Note: 1.These Work Items Included in the Phase I-Preliminary Engineering Study&Report Fixed Fee Corneils Road&IL Route 47 Signals =Actual Cost -Traffic Study Hourly Rate With Estimated Fee -Signal Warrant Percentage of Approved Estimate of Cost -Intersection Design Study(IDS) Corneils Road/Rob Roy Creek Bridge Improvements -Testing and Evaluation -Hydraulics and Permitting Review ENGINEERING ENTERPRISES,INC. G:1PubIic%Yorkvtile0006%YO0635 Corneils Road Improvemenis%EnglComeils Road Cost Estimate 2006-11-0i.xlssummary SUGAR GROVE.IL pwa� Reviewed By: Legal El City Council Finance ❑ EST. , 1836 I��uC Engineer ��- Agenda Item Tracking Number y City Administrator ❑ /J`,11 a6 , AO�/ �O Consultant ❑ d' 'CE City Council Agenda Item Summary Memo Title: Kendall Marketplace—IDOT Highway Permit(Offsite Storm Sewer) City Council/Committee of the Whole Date: Nov. 21, 2006 Committee of the Whole Synopsis: This highway permit is needed to construct the storm sewer to drain the regional detention basin for Kendall Marketplace. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council,Action Requested: Authorize Mayor and City Clerk to sign permit application. Pass resolution guaranteeing satisfactory completion of the work. Submitted by: Joe Wywrot Engineering Name Department Agenda Item Notes: Ir o United City of Yorkville Memo 4 � 800 Game Farm Road EU. 1 ,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 cn� `moo Fax: 630-553-3436 S4-E Date:November 15, 2006 To: John Crois, Interim City Admini trator From: Joe Wywrot, City Engineer CC: Lisa Pickering, Deputy City Cle Subject: Kendall Marketplace-IDOT Highway Permit(Offsite Storm Sewer) Attached find one copy each of a proposed IDOT highway permit and the corresponding resolution for construction of the offsite storm sewer for Kendall Marketplace. The storm sewer will be constructed in the US Route 34 right-of-way, and drain to Blackberry Creek. IDOT requires a resolution from the city to guarantee the work. We in turn will require the developer to provide a guarantee to us that they will perform the work and satisfy IDOT's requirements. I recommend that this permit application and corresponding resolution be approved. Please place this permit application and resolution on the Committee of the Whole agenda of November 21, 2006 for consideration. Illinois Department of Transportation Highway Permit District Serial No. L-10634 Whereas, I (We) City of Yorkville/Kendall Marketplace c/o Smith Enaineerino 759 John Street (Name of Applicant) (Mailing Address) Yorkville IL 60560 hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known as U.S. Route 34 , Section ------ , from Station to Station Kendall County. The work is described in detail on the attached sketch and/or as follows: Located East of Cannonball Trail. Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, a storm sewer outlet as shown on the attached plans which become a part hereof. The applicant shall notify John Humenick, Field Engineer, Phone: 630-553-7337 or the District Permit Section, Phone: 815-434-8490 twenty-four hours in advance of starting any work covered by this permit. The state right of way shall be left in good condition. (No advertising matter shall be placed on the state right of way). (SEE ATTACHED SPECIAL PROVISIONS) It is understood that the work authorized by this permit shall be completed within 180 days after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this day of Witness Deputy City Cleg�gned mayor Applicant 800 Game Farm Road 80.0 Game, Farm Road Mailing Address Mailing Address Yorkville Illinois 60560 Yorkville Illinois 60560 City State city State SIGN AND RETURN TO: Regional Engineer Approved this day of , Department of Transportation cc: Applicant(2) Field Engineer Final Inspection BY: Deputy Director of Highways,Regional Engineer Printed November 2,2006 OPER 1045(Rev.5/06) First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and shall in a reasonable length of time restore the damaged portions of the highway to a condition similar or equal to that exis"tirig bP:fore the commencement of the described work, including any seeding or sodding necessary. Second: The proposed work shall be located and constructed to the satisfaction of the District Engineer or his duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the District Engineer. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shall be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or overhaning the right-of-way shall be prohibited. Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the District Engineer or his duly authorized representative. Seventh: The State reserves the right to make such changes, additions, repairs and relocations within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate, operate and maintain utility facilities on the State right-of-way, the Applicant, upon written request by the District Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Eighth: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such work. Ninth: The Construction of access driveways is subject to the regulations listed in the "Policy on Permits for Access Driveways to State Highways." If, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System." Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy regulations. SPECIAL PROVISIONS All turf areas which are disturbed during the course of this work shall be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. Whenever any of the work under this permit involves any obstruction or hazard to the free flow of traffic in the normal traffic lanes, plans for the proposed method of traffic control must be submitted to and approved by the Regional Engineer at least 72 hours, and preferably longer, before the start of work. All traffic control shall be in accordance with the State of Illinois Manual of Uniform Traffic Control Devices and amendments thereof. It should be noted that standards and typical placement of devices shown in the Uniform Manual are minimums. Many locations may require additional or supplemental devices. The petitioner agrees to furnish the necessary barricades, lights, and flagmen for the protection of traffic. Traffic shall be maintained at all times. The.applicant agrees to notify the Department of Transportation upon completion of work covered under the terms and conditions of this permit so that a final inspection and acceptance can be made. To avoid any revisions to the work completed under the highway permit, the applicant should insure the conditions and restrictions of this permit, the applicable supplemental permit specifications and permit drawing are fully understood. If this permit work is contracted out, it will be the responsibility of the applicant to furnish the contractor with a copy of this highway permit, as the applicant will be responsible for the contractor's work. A copy of approved permit shall be present on job site at all times the work is in progress. The department reserves the right to reject or accept any contractor hired by the applicant. No person, firm, corporation or institution, public or private, shall discharge or empty any type of sewage, including the effluent from septic tanks or other sewage treatment devices, or any other domestic, commercial or industrial waste, or any putrescible liquids, or cause the same to be discharged or emptied in any manner into open ditches along any public street or highway, or into any drain or drainage structure installed solely for street or highway drainage purposes. All excavations shall be promptly backfilled, thoroughly tamped and any excess material removed from the state right of way (including rock exposed during backfilling operations). Mounding or crowning of backfill will not be permitted. Excavation adjacent to the edge of pavement shall be shored to prevent caving if the distance is less than ten feet plus the depth of excavation from the edge of pavement. It is the applicant's responsibility for insuring that all requirements of the Illinois Environmental Protection Agency, Division of Water Pollution Control and Division of Public Water Supplies have been satisfied. All material or equipment stored along the highway shall be placed as remote as practical from the edge of pavement in a manner to minimize its being a hazard to errant vehicles or an obstacle to highway maintenance. If material is to be stored on the highway right of way for more than two weeks prior to installation, written approval must be obtained from the department. RESOLUTION WHEREAS, the city of Yorkville is located in the county of Kendall, state of Illinois, wishes to construct a storm sewer outlet along U.S. 34 which by law comes under the jurisdiction and control of the Department of Transportation of the state of Illinois, and WHEREAS, a permit from said department is required before said work can be legally undertaken by said city of Yorkville; now THEREFORE, be it resolved by the city of Yorkville, county of Kendall, state of Illinois. FIRST: That we do hereby request from the Department of Transportation, state of Illinois, a permit authorizing the city of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans. SECOND: Upon completion of the storm sewer by the developer and acceptance by the city, the city guarantees that all work has been performed in accordance with the conditions of the permit to be granted by the Department of Transportation of the state of Illinois. Further, the city will hold the state of Illinois harmless for any damages that may occur to persons or property during such work. The city will require the developer to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the developer to add the State of Illinois as an additional insured on both policies. THIRD: That we hereby state that the proposed work* is not, (delete one) to be performed by the employees of the city of Yorkville. FOURTH: That the proper officers of the city of Yorkville are hereby instructed and authorized to sign said permit in behalf of the city of Yorkville. I, , hereby certify the above to be a City Clerk true copy of the resolution passed by the City Council of the city of Yorkville, county of Kendall, State of Illinois. Dated this day of A.D. 2006 (Signature) (CORPORATE SEAL) RESOLUTION Reviewed By: a Legal ❑ City Council EST. 1836 Finance ❑ Engineer ❑ Agenda Item Tracking Number City Administrator ❑ pW 2006-164 Consultant ❑ ❑ City Council Agenda Item Summary Memo Title: Ordinance No. 2006- Amending the Landscape Ordinance 2004-54, (original 2000-48) City Council/Committee of the Whole Date: November 21, 2006 Synopsis: Updates/revisions to the Landscape Ordinance. Includes: revised list of acceptable plant species, addition of median landscaping,revised tree preservation standards and tree protection methods. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Travis Miller/Laura Haake Community Development Department Name Department Agenda Item Notes: STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) ORDINANCE NO. 2006- ORDINANCE AMENDING,REPEALING,AND RESTATING ORDINANCE 2004-54 UNITED CITY OF YORKVILLE LANDSCAPE ORDINANCE (Title 8,Building Regulations, Chapter 12 Landscape Ordinance) SECTION 1: APPLICABILITY: 1. Existing buildings: All lots which have buildings constructed upon them prior to the date of this ordinance are exempt from the standards in this ordinance, except for any property which is being substantially redeveloped, rezoned, or which a special use is being requested. Substantial redevelopment consists of any construction activity that will result in a greater than 25%increase to the existing building square footage or the addition of twelve(12) or more parking spaces. If a property is being rezoned, or for which a special use request is being approved, the following landscape standards shall apply: a. Parkway Landscaping b. Perimeter Landscaping c. Parking Lot Landscaping—for the purpose of this category, parking lot landscaping requirements shall apply only to the construction of the new portion of a parking lot and shall not apply to existing parking lots. d. Storm Water Storage Basin Landscaping—for the purpose of this category, storm water storage basing landscaping requirements shall apply only to the construction of the new portion of a storm water storage basin and shall not apply to existing storm water storage basins. 2. For a single detached and duplex residential development: a. New Construction: The applicable landscape requirements for this development activity are as follows: 1. Parkway Landscaping 2. Landscaping adjacent to Primary and Secondary Arterials and Collectors 3. Median Landscaping 4. Tree Preservation 3 For all other development, other than single family detached and duplex residential 1 development: a. New Construction: The applicable landscape requirements for this development activity are as follows: 1. Parkway Landscaping 2. Perimeter Landscaping 3. Parking Lot Landscaping 4. Lot Landscaping 5. Storm Water Storage Basin Landscaping 6. Median Landscaping 7. Tree Preservation SECTION 2: LANDSCAPE AND TREE PRESERVATION REOUIREMENTS: The following requirements in this section are cumulative: 1. Parkway Landscaping: a. For all single detached and duplex residential development, the minimum required number of parkway trees are as follows: Interior lots—one(1)tree per lot Corner lots—two (2)trees per lot(one tree per side) All other lots—(such as parks and retention/detention areas) one(1)tree per 50 lineal feet of frontage b. For all development other than single-family detached and duplex residential development, the minimum required number of parkway trees is one tree per 50 lineal feet of frontage. c. For commercial developments,parkway landscaping shall be sensitive to the sight line to freestanding signage on adjacent parcels from the public right-of-way, neighboring properties, and access drives. Include adjacent property signage location, including size and height, as part of the landscape plan. d. All parkways shall have minimum of six inches(6") of good, clean, clump-free topsoil nearly leveled to uniform grade from the top of curb to the top of sidewalk after settling. Trees shall be planted within the public parkway between the curb and sidewalk and trail as applicable. e. Parkways will be a minimum of ten feet(10') in width from the back of the curb to the front edge of the sidewalk. All parkways shall have a good, thick stand of grass utilizing sod or seed per IDOT specifications, including fertilizing. The developer, as covered by the required maintenance letter of credit,will repair any settling of grass loss during the one-year maintenance period. The minimum gradient of all parkways toward the curb shall be 2%and the maximum shall be 2 8%. All areas shall be seeded or sodded and fertilized in an approved manner. Grass watering and mowing to a maximum height of five inches (5") will be the responsibility of the developer through the one year required maintenance period after City acceptance. f. No tree shall be planted closer than thirty feet(30') of the right-of-way intersection. g. If a stop or yield sign is located at an intersection, no tree, when approaching the intersection, shall be planted closer then 50 lineal feet in front of a sign. h. Trees shall have a minimum spacing of twenty feet(20') from light poles, street signs, fire hydrants and any other such items that may, in the opinion of the City Planner or Public Works director, require similar intervals. i. Trees under wires are not to exceed twenty feet(20') in height at maturity. j. Parkway trees shall be planted prior to the issuance of a certificate of occupancy. It shall be the responsibility of the developer or builder to properly water all newly planted parkway trees at the time of planting, and subsequently thereafter, to ensure their survival for a period of one year after City Council acceptance of the public improvements. k. Only approved parkway trees, as indicated under the permitted plantings shade tree list,may be used as parkway trees. 2. Perimeter Landscaping: a. Non-residential adjacent to residential: Where a non-residential property is adjacent to residential property at thirty foot(30')wide bufferyard shall be provided. The buffer yard shall consist of a berm or architectural masonry wall, at least three feet(3')in height as measured from the property line. The buffer yard shall also consist of two (2) shade trees, five(5) evergreen trees and three(3) ornamental trees per 100 lineal feet of bufferyard. b. Multi-family residential adjacent to single family detached and duplex residential: Where multi-family residential property is adjacent to single family detached or duplex residential a thirty foot(30') landscape buffer yard shall be provided. The buffer yard shall consist of three(3) shade trees,three(3) evergreen and two (2) ornamental trees per 100 lineal feet of bufferyard. 3. Parking Lot Landscaping: a. Interior Parking Lot Landscaping: 1. Interior Landscaping: One tree shall be provided for every twenty(20) parking spaces and shall be planted within the interior of the parking lot. Trees shall be located in landscape medians, which have a minimum area 3 of 190 square feet and a minimum dimension of ten feet(10'). The landscape median shall be covered with shrubs, groundcover, turf, or organic mulch. Include in plans typical landscape median detail. 2. Visibility: To ensure proper visibility within the parking lot,the branches of shade trees shall start no less than eight feet(8') above the pavement and shrubs shall be maintained at a height of no greater than thirty-six inches (36") above the pavement. The plant height selection should be sensitive to the crown of the median. Single stem ornamental trees will be allowed in center parking lot median islands only and branches must be trimmed to a minimum of six feet(6') above the pavement. b. Perimeter Parking Lot Landscaping: 1. When a parking lot, which is located on a non-residential property, is adjacent to another non-residential property, a five foot(5')perimeter buffer yard shall be planted with two shade trees and fifteen shrubs per 100 lineal feet of bufferyard. 2. When a parking lot is adjacent to a public right-of-way, a landscape buffer yard shall be provided and shall be the width of the required parking lot setback or thirty feet(30'),whichever is less. The bufferyard shall consist of one(1) shade tree, one(1) evergreen tree and thirty-three(33) shrubs per 100 lineal feet of buffer yard. 3. Parking lot buffer yard landscaping shall be sensitive to sight line visibility of lot signage and adjacent lot signage. 4. Lot Landscaping: Lot landscaping shall be required for all developments other than single family detached residential and duplex developments in accordance with the following: a. Multi-family: Two (2) shade trees and fifteen(15) shrubs shall be provided for every four units. b. Non-residential: Two (2) shade trees and fifteen(15) shrubs shall be provided for every 20,000 square feet of lot area. 5. Landscaping Adjacent to Primary and Secondary Arterials and Collector: Residential lots which back up to an Arterial or Collector as defined in the Yorkville Comprehensive Plan, shall provide a minimum thirty foot(30')wide landscape easement running the full length of the residential lots. This easement shall be planted with three (3) shade trees, four(4) evergreens and twenty(20) shrubs per 100 lineal feet. 6. Storm Water Storage Basin Landscaping: A thirty foot(30')wide buffer yard shall be provided around any storm water storage basin that has its high water line within the front or side yards of a lot. The thirty foot(30')buffer yard shall be measured from the property line to the average elevation between normal water line and the high 4 water line for retention basins and from the property line to the average elevation between the lowest basin elevation and the high water line for detention basins. The bufferyard shall be planted with one(1)tree per 30 lineal feet of bufferyard length. The bufferyard may be reduced to ten feet(10')wide. If so,the ten foot(10')bufferyard shall be planted with two (2)trees per 30 lineal feet of bufferyard length. 7. Median Landscaping: The following information is to be used as general guidelines for designing parkway medians and parking islands that are constructed with a six inch(6") barrier curb. It is intended for use as a resource to develop median designs. Several recommendations are subjective in nature and may require modification to fit median openings, width or stopping site distances. It is important that significant deviations from the guide be based on operational experience and objective analysis. These guidelines do not pertain to the design of bioswales. a. Landscape elements within a median should include shade trees, ornamental trees, shrubs, low-growing evergreens, perennials, grasses, and groundcovers. Species shall be primarily heat and salt tolerant. b. Median plant heights refer to the mature plant height with the exception of all shade and ornamental trees. Any variance from the following guidelines must be approved by the City. 1. In the first 25 lineal feet of the median, all plant material shall be no taller than one foot(1') at mature height and no shade or ornamental trees can be located in this area. 2. Twenty-five to 50 feet from the intersection no plant material shall be no taller than eighteen inches (18") at mature height and no shade or ornamental trees can be located in this area. 3. Fifty to 75 lineal feet back from the intersection,plant height shall be no taller than twenty four inches (24") at mature height. Shade and ornamental trees may be located in this area as long as it does not affect visibility. 4. For the remainder of the median,until 75 lineal feet from an intersection, opening, or the end of the median,no plant height shall reach above thirty inches (30") at mature height. Shade and ornamental trees can be located in this area as long as it does not affect visibility. 5. Any plant material located within site triangles shall be no taller than twenty four inches (24") at mature height. Site triangles are dependent upon the intersection stopping site distances. 6. Shade and ornamental trees must be single stem and pruned up to a minimum of six feet(6'). No `clump varieties' will be accepted. 5 7. A"clear zone"in the first one and one-half feet(1 %2') from the curb towards the center of the median on both sides of the median shall have no plant material taller than one foot(1')to allow turn lanes clear visibility of oncoming traffic. 8. Design shall be sensitive to the crown of the median. Plant material cannot be higher than thirty-six inches (36") above the pavement at mature height. c. Tree distance to intersection: 1. No shade or ornamental tree shall be closer than fifty feet(50')to the right-of-way of an intersection. Shade trees should be spaced one tree per 30 to 50 lineal feet and ornamental trees should be spaced one tree per 15 to 20 lineal feet, depending on the mature canopy of the species. NOT TO SCALE 1'MAXIMUM PLANT HEIGHT FOR FIRST 50 LF FROM INTERSECTION 18"MAXIMUM PLANT HEIGHT BETWEEN 50 W 75 LF OF INTERSECTION FIRST TREE LOCATED 50'FROM INTERSECTION 30"MAXIMUM PLANT HEIGHT _ ---- -- -----'' '/ (EXCLUDING TREES) CLEAR ZONE:NO PLANT IN THE FIRST 1'-6"OF THE MEDIAN CAN BE ABOVE VAT MATUR9,HEIGHT TGRFf�Ri4SS MEDIAN 5o, W-5V w` PLANT HEIGHT 6 CURB NOTES: i 1)DRAWING IS FOR REFERENCE ONLY. 2)FINAL MEDIAN LANDSCAPE DESIGN MUST BE APPROVED BY THE CITY PLANNER. d. A separate landscape plan shall be submitted of the public landscape(s) for any part of the median that is to be maintained by the City to provide clear definition for maintenance workers between public/private properties. e. Plant list shall include mature height of species in addition to the required size and height at installation. 8. Tree Preservation: The following standards shall apply to all lots which are five(5) acres or greater in area. No live tree(s)with a four inch(4") DBH (diameter at breast height) 6 may be removed without first submitting an application for tree removal and receiving approval from the City. Failure to apply and submit a tree preservation and removal plan will result in a monetary fine per tree removed without authorization(as stated on the application form.) a. Tree Removal Permit: The application for a tree removal shall be made to the Building Department. This application must be submitted and approved prior to the Site Grading Plan permit issuance. If no mass grading is required for construction, the tree removal application must be submitted and approved prior to any site re-development involving tree removal. The application shall include: 1. Tree Preservation and Removal Plan. The plan shall include: a) A tree survey showing the location of all trees four inches(4")in caliper or greater within 100 feet of any tree proposed to be removed, including a description of the tree(s),botanical name, common name, caliper size and general condition or health of the tree(s). The survey must be completed by a professional tree survey company with an International Society of Aboriculture Certified Arborist or Illinois Department of Natural Resources Consultant Forester on staff. b) Delineation of trees to be removed and trees to be preserved. c) Details and specifications or procedures to be used to protect trees being preserved. d) Location, size and name of replacement trees. 2. Tree Preservation and Removal Guidelines: a) Every reasonable effort shall be made to retain existing trees shown on the tree survey through the integration of those trees into the site plan and landscape plan for a proposed development. 1. Critical areas, such as floodplains, steep slopes, and wetlands, should be left in their natural condition or only partially cleared. 2. Roadways, storage areas, and parking lots should be located away from valuable tree stands. 3. Cutting and filling in the vicinity of valuable trees should be minimal. 4. If more than one-third of the tree's root system is to be affected by construction, the tree should be part of the 7 removal plan and replaced with the appropriate number of trees. b) Pre-construction protection measures: 1. A temporary six foot(6') orange construction safety fence, rigid wood, or chain link fence must surround the periphery of the tree dripline as a construction barrier prior to the start of any site work. a. Fence type may be designated by the City depending on the value of the tree and the location to construction traffic. b. This fence must be in place before any site work begins and remain in place until all construction has been completed or final occupancy permit has been issued,whichever is latest. c. A warning sign shall be placed on the fence stating the following: Warning: This fence shall not be relocated or removed without written authorization from the City of Yorkville. c) If construction limits encroach within the dripline of the tree the following procedures will be required: 1. Trunk wrapping from the base of the tree to a height of ten feet(10'). Clear indication of trees to be wrapped and detail showing materials should be included as part of the landscape plans. No boards shall be nailed to the trunk of a tree. 2. In the event that underground utility lines are proposed within five feet(5') of the trunk of a tree,then auguring or boring of the utility line will be required by the City. This must be clearly indicated on the plans. 3. Root trimming should occur by hand,not with machinery, and exposed root systems should be protected to maintain moisture levels. During construction, any root accidentally damaged(exposed) should immediately be cleanly cut and protected. 4. If excavation must occur within the dripline of a tree, an excavation trench shall be saw cut for a minimum depth of two feet as near to the intended trench as possible. All root 8 pruning must be completed prior to any excavation activity near the tree. d) Construction procedures: 1. During the mass grading of the site, a Certified Arborist or Consultant Forester must be on-site during the mass grading to ensure that proper protection methods are being followed. 2. Grading and construction equipment shall be prohibited from encroaching within the dripline of a tree. 3. Any soil that is located or stockpiled within the critical root zone of the tree will result in the loss of tree protection credit(s) and will require that the job be stopped until a revised Landscape Plan is approved. 4. Crushed limestone and other material detrimental to trees shall not be stored or dumped within the drip line of any tree nor at any higher location where drainage toward the tree could conceivably affect the health of the tree. 5. Any preserved trees damaged during construction should be repaired. Damage should be analyzed by a Certified Arborist or Consultant Forester and a repair plan should be submitted to the City for approval. 6. If the tree begins to show signs of stress (i.e. leaf dieback, wilting, etc.), additional measures may be required by the City such as fertilizing or watering to aid the tree in survival. e) Tree Preservation protection measures must be checked by the City of Yorkville before the permit for development will be released. Periodic inspections will occur during construction. f) Failure to provide adequate tree protection will result in the loss of tree protection credits and will require that the job be stopped until a revised Landscape Plan is approved. b. Tree Replacement Standards: 1. Any tree approved for removal shall be replaced with new trees in accordance with the following schedule: Caliper(Inches) of tree to be removed Number of Replacement Trees 9 30 or greater 6 13-29 5 8-12 4 4-7 2 2. In the event that a tree identified to be preserved is removed or damaged, such tree shall be replaced as follows: Caliper(Inches) of tree to be removed Number of Replacement Trees 30 or greater 12 13-29 10 8-12 8 4-7 4 3. All replacement trees shall have a minimum caliper of two and one-half inches (2 1/2") and shall consist of the shade tree varieties listed under Permitted Plantings. 4. If the tree(s) approved for removal is (are) dead from natural causes prior to the date of the tree removal permit,then no replacement tree(s) are required for them. c. Approval Criteria: The City shall approve a tree removal application if one or more of the following conditions exist: 1. The tree to be removed poses a safety hazard to persons or property. 2. The tree is substantially diseased or weakened by age, storm, fire or other injury. 3. The tree removal is in accordance with good forestry practice such as when a parcel of land will only support a certain number of healthy trees which is less than the number of existing trees on the parcel. 4. The tree removal is of a nuisance tree listed under Section 3 General Standards, #7. 5. The tree removal is part of an approved overall landscape plan. d. Failure to Replace Trees: If replacement trees, which are required by the approved tree removal permit, are not planted within the time frame set out by the tree removal permit, the City may, at its option, replace the trees. All costs associated with purchasing and planting the replacement trees shall be charged to the owner or other person or entity causing the removal of the trees. SECTION 3: GENERAL STANDARDS 10 1. Landscape Plan: Prior to receiving site plan approval, a landscape plan shall be submitted to the City for review and approval. It is recommended that prior to submitting a site plan or landscape plan, a pre-submittal conference be conducted to review the site plan implications and the standards of this Chapter. The landscape plan shall contain the following information: a. The location and dimensions of all existing and proposed structures,parking lots, sidewalks, ground signs,refuse disposal areas, free standing electrical equipment and other freestanding structural features. b. Name, location, right-of-way and pavement widths of abutting streets. c. The current zoning and land use for adjoining properties and properties located across abutting streets. d. The location of all freestanding signage on adjacent parcels. e. The location, quantity, size and type(both botanical and common names) of all existing landscaping to be preserved and removed, and all proposed landscaping to be added. A separate document containing only the parkway tree list shall be included as part of the landscape plan submittal. f. The location and contours, at one foot(1') intervals, of all proposed berming and storm water detention/retention ponds. g. Specification of the type and boundaries of all proposed ground cover. h. Elevation and location of all existing and proposed fences. i. Location of all existing and proposed utilities and easements. j. Property line dimensions. 2. Quality: All trees shall be planted according to the minimum standards established by the American Association of Nurserymen. Plant material shall be grown in nurseries from the Central or Northern Illinois region. All trees shall be balled and burlapped(BB) and all shrubs shall be BB or container grown. The City may visit the nursery to tag trees for parkways, parks, or other city-owned properties. 3. The size of plant material required by this ordinance shall be as follows: Shade Tree—2 %2" caliper measured 6"above grade Evergreen Tree—8' (eight feet)tall Ornamental Tree—6' (six feet)tall Shrubs—24"(twenty-four inches)tall 4. Substitutions: For the purpose of providing flexibility in the landscape design substitutions may be allowed at the following rates: 11 1 Tree equals 1 Evergreen Tree 1 Tree equals 2 Ornamental Trees 1 Tree equals 10 Shrubs 5. A mixture of trees is required so that a maximum of 33%of the total amount of required trees should not be of the same genus (i.e. Acer, Malus, etc.) 6. Alternative Methods of Compliance: Site conditions may arise where normal compliance is impractical or impossible or where maximum achievement of the City's objectives can only be obtained through alternative methods. a. Requests for alternative methods of compliance may be considered by the City for any application to which the requirements of the Ordinance apply when one(1) or more of the following conditions are present: 1. Topography, soil, vegetation or other site conditions are such that full compliance is impossible or impractical, or improved environmental quality would result from the alternative compliance. 2. Space limitations or the existing character surrounding neighborhood may justify alternative compliance for infill sites and for improvements or redevelopment in older developed areas. 3. A change of use on an existing site increases the screening required to more than what is feasible to provide. 4. Safety considerations make alternative methods of compliance necessary. b. Requests for alternative methods of compliance shall be accompanied by sufficient explanation and justification,written and graphic, to allow appropriate evaluation and decisions by the City Planner. c. A proposed alternative compliance measure must be equal to or better than normal compliance in terms of quality, effectiveness, durability,hardiness and ability to meet the landscape standards of the Ordinance. d. Alternative compliance shall be limited to the specific project under consideration and shall not establish precedents for acceptance in other cases. 7. Credit for Existing Vegetation: Credit shall be given for existing trees preserved. This does not include any species found under the nuisance tree list. Each tree that is preserved with a caliper four inches (4") or larger and is listed under Permitted Plantings, shall be credited towards the required tree planting as follows. Other existing vegetation may be credited towards the required plantings subject to the review and approval of the City Planner. Caliper(Inches) of tree Trees credited towards to be preserved required plantings 12 30 or greater 6 13-29 5 8-12 4 4-7 2 No credit will be given for nuisance trees listed below: Nuisance Trees Scientific Name Common Name Acer negundo Boxelder Acer saccharinum Silver Maple Ailanthus altissima Tree of Heaven Eleagnus angustifolia Russian Olive Eleagnus umbellata Autumn Olive Fraxinus excelsior European Ash Gingko biloba Gingko (female) Koelreuteria paniculata Golden Rain Tree Maculra pomifera Osage Orange Morus alba White Mulberry Populus deltoides Cottonwood Rhamnus cathartica Common Buckthorn Robinia pseudoacacia Black Locust Salix, spp. Willow Sorbus americana Mountain Ash Ulmus pumila Siberian Elm 8. Permitted Plantings: The plantings used to meet the requirements of this ordinance shall be selected from the list of approved plant material. Soft maples that are not on the approved shade tree list below will not be accepted. The shade trees marked with an asterisk(*) are acceptable parkway trees. All trees listed are suitable for all landscape uses including natural areas, detention basins,berms,bufferyards, etc. Permitted Planting List Scientific Name Common Name Shade Trees Aesculus(lava Yellow Buckeye Aesculus glabra Ohio Buckeye Aesculus hippocastanum Common Horsechestnut Acer miyabei `Morton' State Street''Miaybe Maple* Acer platanoides, spp. Norway Maple `Deborah' `Deborah' Norway Maple* Emerald Lustrey Emerald Lustrey* `Summershade' `Summershade'* `Superform' `Superform'* Acer nigrum, spp. Black Maple `Greencolumn' Greencolumn Black Maple* 13 Acer rubrum, spp. Red Maple Autumn Flamey Autumn Flamey* `Brandywine' 'Brandywine'* `Franksred' Red Sunsety* Scientific Name Common Name Shade Trees (cont'd) Acer saccharum, spp. Sugar Maple Legacyy Legacyy* `Morton' Crescendo TM* `PNI 0285' Green Mountains* Carya cordiformis Bitternut Hickory Carya ovata Shagbark Hickory Catalpa speciosa Northern Catalpa Celtis occidentalis, spp. Common Hackberry* `Chicagoland' `Chicagoland'* `Windy City' `Windy City'* Cercidiphyllum japonicum Katsuratree Cladastris kentukea American Yellowwood* Corylus colurna Turkish Filbert* Fagus sylvatica European Beech `Riversii' Rivers Purple Leaf Beech Ginkgo biloba, spp. (Male only) Ginkgo `Autumn Gold' `Autumn Gold'* `Magyar' 'Magyar'* `PN 22720' `Princeton Sentry'* Gleditisia tricanothos var. inermis, spp. Thornless Honey Locust* `Skyline' Skyliney* `Shademaster' Shademastery* `Suncole' Suncoley* Gymnocladus dioica, spp. Kentucky Coffeetree `Espresso' `Espresso'* `Prairie Titan' Prairie TitanTM* Juglans nigra Black Walnut Liquidambar styraciflua American Sweetgum Liriodendron tulipifera Tuliptree Nyssa sylvatica Black Tupelo Phellodendron amurense `Macho' Amur Corktree Phellodendron lavallei `Longnecker' EyestopperTm Lavalle Corktree Phellodendron sachalinense `His Majesty' Sakhalin Corktree Platanus x acerfolia London Planetree `Bloodgood' Bloodgood London Planetree `Exclamation' Exclamation Planetree Platanus occidentalis Sycamore Populus deltoides, spp. Eastern Cottonwood(male) `Siouxland' Siouxland Poplar Pyrus calleryana, spp. Callery Pear* `Cleveland Select' `Chanticleer'* 14 Aristocraty Aristocrats* `Redspire' `Redspire'* Quercus alba White Oak Quercus bicolor Swamp White Oak* Scientific Name Common Name Shade Trees (cont'd) Quercus bicolor x robur `Fastigiata' Regal Prince Oak Quercus coccinea Scarlet Oak Quercus imbricaria Shingle Oak Quercus macrocarpa Bur Oak* Quercus muehlenbergii Chinkapin Oak* Quercus rubra Red Oak* Quercus x macdenielli `Clemon's' Heritages Oak Taxodium distichum Baldcypress Tilia americana, spp. American Linden* Tilia cordata, spp. Littleleaf Linden* Tilia tomentosa, spp. Silver Linden* Tilia `Redmond' Redmond Linden* Tilia x flavescens `Glenleven' Glenleven Linden* Ulmus americana, spp. American Elm `Valley Forge' `Valley Forge'* `Princeton' 'Princeton'* `New Harmony' `New Harmony'* Ulmus `Morton' Accolades Elm* Ulmus `Morton Glossy' Triumph Elm* Ulmus `Frontier' `Frontier' Elm* Ulmus `Patriot' `Patriot' Elm* Ulmus wilsoniana `Prospector' Elm* Ulmus x Homestead `Homestead' Elm* Ulmus x Regal `Regal' Elm* *Acceptable parkway tree. Ornamental Trees Acer campestre Hedge Maple Acer tataricum, spp. Tatarian Maple `GarAnn' `GarAnn' `Patdell' `Patdell' `Summer Splendor' `Summer Splendor' Acer tatariucum subsp.ginnala, spp. Amur Maple Alnus glutinosa Alder Amelanchier canadensis Shadblow Serviceberry Amelanchier x grandiflora, spp. Apple Serviceberry Amelanchier laevis, spp. Allegheny Serviceberry Betula nigra, spp. River Birch `Cully' Heritagey Betula papyrifera, spp. Paper Birch 15 `Varen' Prairie Dreamy `Whitespire' Whitespire White Birch Carpinus betulus Hornbeam `Fastigiata' Columnar Hornbeam Scientific Name Common Name Ornamental Trees (cont'd) Carpinus caroliniana Ironwood Cercis canadensis Eastern Redbud Cornus alternifolia Pagoda Dogwood Cornus mas Corneliancherry Dogwood Crataegus crus-galli var. inermis Thornless Cockspur Hawthorn `Cruzam' Crusadery Crataegus mollis Downy Hawthorn Crataegus phaenopyrum Washington Hawthorn Crataegus viridis `Winter King' Winter King Hawthorn Maackia amurensis, spp. Amur maackia `Starburst' `Starburst' Summertime Summertime Magnolia stellata, spp. Star Magnolia Malus spp.** Flowering Crabapple** Ostrya virginiana American Hophornbeam Prunus maackii Amur Chokecherry Prunus sargentii Sargent Cherry Prunus `Accolade' Accolade Cherry Syringa pekinensis, spp. Peking Lilac Syringa reticulata, spp. Japanese Tree Lilac ** Species selected must be primarily disease resistant with small fruits. Everp-reens Abies concolor White Fir Picea abies Norway Spruce Picea glauca White Spruce Picea glauca var. densata Black Hills Spruce Picea pungens Colorado Spruce Picea pungens var.glauca Blue Colorado Spruce Pinus flexis `Vanderwolf' Vanderwolf Limber Pine Pinus strobiformis Southwestern White Pine Pinus strobus White Pine Pseudotsuga menziesii Douglas Fir Shrubs Those species and varieties hardy to USDA Zone 5. Other plant material not listed may be allowed on a case-by-case basis a determined by the City Planner. 16 9. Completion of Landscape Improvements: All required landscape improvements shall be installed prior to the issuance of a certificate of occupancy. If landscape improvements are unable to be completed due to weather conditions which, in the determination of the City, are unfavorable for plant survival and growth, a temporary certificate of occupancy, valid for no more than six (6)months,may be issued. 10. Replacements: The developer shall be responsible for replacing all required landscape improvements that die during a period of two (2)years from the date of installation. The City shall use the bond to replace any plant material if the developer fails to do so within thirty(30) days of notification by the City. After the two-year period, the property owner shall be responsible for maintaining and replacing any required plant material that dies. 11. Appeals: Any applicant may appeal any decision of the City Planner to the Zoning Board of Appeals for recommendation to the City Council. a. Any appeal to the standards of this chapter may be considered by the City Council when one or more of the following conditions are present: 1. Topography, soil, vegetation or other site conditions are such that full compliance is impossible or impractical, or improved environmental quality would result from the alternative compliance. 2. Space limitations or the existing character surrounding neighborhood may justify alternative compliance for infill sites and for improvements or redevelopment in older developed areas. 3. A change of use on an existing site increases the screening required to more than is feasible to provide. 4. Safety considerations make alternative methods of compliance necessary. b. Requests for alternative methods of compliance shall be accompanied by sufficient explanation and justification,written and graphic, to allow appropriate evaluation and decisions by the City Council. c. A proposed alternative compliance measure must be equal to or better than normal compliance in terms of quality, effectiveness, durability,hardiness and the ability to meet the landscape standards of the Ordinance. d. Alternative compliance shall be limited to the specific project under consideration and shall not establish precedents for acceptance in other cases. 12. Severability: The various parts, sections, and clauses of this Ordinance are hereby declared to be severable. If any part, sentence,paragraph, section, or clause is adjudged unconstitutional or invalid by a Court of Competent jurisdiction,the remainder of the Resolution shall not be affected thereby. 17 13. Repealer: This Ordinance repeals, and replaces the former Landscape Ordinance enacted as City Ordinance 2004-54 in its entirety. (Title 8 Building Regulations, Chapter 12 Landscape Ordinance) In addition, any other Ordinance or parts thereof in conflict with the provisions of this Ordinance is hereby repealed to the extent of such conflict. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois,this day of , A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of . A.D. 2006. ATTEST: CITY CLERK 18 At c1p, Reviewed By: Legal ❑ City Council EST.. pass Finance ❑ Engineer ❑ _-- City Administrator Agenda Item Tracking Number ii � � ❑ �O Consultant ❑ PS-2006-19 <CE �y�� Public Safety E] Committee City Council Agenda Item Summary Memo Title: Driveway Regulation Modifications to Zoning Ordinance City Council/COW/Committee Agenda Date: November 21,2006 Synopsis• Recommended Changes to Zoning Ordinance 10-11-3 `Off Street Parking Regulations and . Requirements' Council Action Previously Taken: Date of Action: October 24, 2006 Action Taken: Public Hearing Item Number: Type of Vote Required: Council Action Requested: Approval of Ordinance amendment Submitted by: Travis Miller Community Development Name Department Agenda Item Notes: See Attached ordinance—mark up copy depicts changes since 10/24/06 Public Hearing STATE OF ILLINOIS ) ) ss COUNTY OF KENDALL ) ORDINANCE No. 2006- ORDINANCE AMENDING CITY CODE TITLE 10--ZONING, CHAPTER 11—OFF STREET PARKING AND LOADING SECTION 3: OFF STREET PARKING REGULATIONS AND REQUIREMENTS Whereas the United City of Yorkville has taken up, discussed and considered amending the City Code, Title 10 Zoning, Chapter 11 Off Street Parking and Loading, Section 3 regarding Off Street Parking Regulations and Requirements, and Whereas the Mayor and City Council have discussed that it may be prudent to amend said Title 10, Chapter 11, Section 3 deleting the prior Section 3 in its entirety and by replacing the former Section 3, with a new Section 3 which is depicted on the attached Exhibit"A". NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,upon Motion duly made, seconded and approved by a majority of those so voting,that Title 10 Zoning, Chapter 11 Off Street Parking and Loading, Section 3 regarding Off Street Parking Regulations and of the City Code of the United City of Yorkville is hereby amended by deleting the former Section 3 in its entirety and replacing the former Section 3 with a new Section 3, as depicted on the attached Exhibit"A". This Ordinance shall be effective upon its passage. JAMES BOCK JOSEPH BESCO VALERIE BURD PAUL JAMES DEAN WOLFER MARTY MUNNS ROSE SPEARS JASON LESLIE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this Day of . A.D. 2006. MAYOR Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of . A.D. 2006. ATTEST: CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 EXHIBIT"A" 10-11-3: OFF STREET PARKING REGULATIONS AND REQUIREMENTS: A.Use Of Parking Facilities: Off street parking facilities accessory to residential use and development in any residential district in accordance with the requirements of this chapter shall be used solely for the parking of passenger automobiles owned by occupants of the dwelling structures to which such facilities are accessory or by guests of said occupants. Under no circumstances shall required parking facilities accessory to residential structures be used for the storage of commercial vehicles or for the parking of automobiles belonging to the employees, owners,tenants,visitors or customers of business or manufacturing establishments. B.Joint Parking Facilities: Off street parking facilities for different buildings, structures or uses, or for mixed uses,may be provided collectively in any zoning district in which separate parking facilities for each constituent use would be permitted; provided,that the total number of spaces so located together shall not be less than the sum of the separate requirements for each use. (Ord. 1973-56A, 3-28-1974) C.Size: Required minimum off street parking dimensions shall be as shown in this subsection: Angle Of Parking.Space Width Of Space Length Of Space Parallel parking 8 feet 20 feet 45° angle parking 9 feet 17 feet 60° angle parking 9 feet 19 feet 90° angle parking 8.5 feet 18.5 feet Notes: 1. Stall length measured to edge of curb. 2. Aisle width minimum design. 3. Length of space is measured perpendicularly from the edge of the aisle to the curb line. 4. Where parallel parking is used the end stalls shall be at least 22 feet long, or appropriate tapers be provided for improved access: a. One-way minimum design- 12 feet aisle width b. Two-way minimum design- 24 feet aisle width 5. Barrier free accessibility: All required parking lots,by this code, shall comply with the accessibility requirements of the state of Illinois accessibility code and the ADA. (Ord. 2005-57, 7-12-2005) D.Access: Each required off street parking space shall open directly upon an aisle or driveway of such width and design as to provide safe and efficient means of vehicular access to such parking space,unless the parking facilities are serviced by a parking attendant. All off street parking facilities shall be designed with appropriate means of vehicular access to a street or alley in a manner which will least interfere with traffic movements. 1. Residential Driveways The maximum width for a residential driveway, for single family detached units, measured at the street right-of-way line is twenty-five feet(25')when the required setback from the street with driveway access is thirty feet(30') or more. The maximum width for a residential driveway measured at the street is thirty feet(30') when the required setback from the street right-of-way with driveway access is less than thirty feet(30'). The maximum width for a residential driveway, for single family attached units, measured at the street right-of-way line is twenty-five feet(25') regardless of setback. Shared parking areas shall be provided within single family attached unit developments providing .5 spaces per unit up to twenty(20)units and .25 spaces per unit beyond twenty(20)units. The maximum width for a residential driveway, for single family detached units, measured at the street right-of-way line is twenty-five feet(25') for units fronting on a cul-de-sac bulb. 2. Non-Residential Driveways Driveway width shall be adequate to serve the volume of traffic and provide for rapid movement of vehicles off of major thoroughfares. Trips per Day 1 to 20 21 or more Trips per Hour or 1 to 5 more than 5 Driveway Width at 12' min. 24'min. Right-of-way 24' max. 36' max.* *unless approved by the City Engineer. E. In Yards: Off-street parking spaces may be located in any yard defined by this Ordinance. F. Design And Maintenance: 1. Open And Enclosed Parking Spaces: Accessory parking spaces located on the same lot as occupied by the use served may be open to the sky or enclosed in a building. Accessory parking spaces located in a residence district elsewhere than on the same lot occupied by the use served shall be open to the sky except when otherwise allowed as a special use. 2. Aprons: Driveway aprons shall not widen the driveway more than five(5) feet in total width when measured at the curb/street edge. 3. Distance to Existing Street Intersections: Residential driveways shall be a minimum of fifty(50') feet when measured from the driveway edge to the nearest intersecting street right-of-way line. Commercial driveways shall be a minimum of two-hundred(200') feet when measured from driveway edge to the nearest intersecting street right-of-way line. A N L Residential use Minimum 60' Commercial use Minimum 200' street Pavement Edge Right-of-Way ---------- Driveways not meeting the minimum distances may be approved administratively by the City Administrator with a recommendation to approve made by the City Engineer. If administrative approval is not granted, a variance must be approved as described by 10-14-5 of the Zoning Ordinance. 4. Driveway Edge/Curb Radius: The maximum radius for a driveway edge/curb for a driveway entrance is 20'. Maximum Radius 20' driveway }? CA 5. Surfacing: All open off street parking areas shall be improved with a pavement meeting state of Illinois standard A-3 or equivalent. 6. Screening And Landscaping: All open automobile parking areas shall comply with the requirements of the current Landscape Ordinance regulations for perimeter parking lot landscaping. 7. Lighting: Any lighting used to illuminate off street parking areas shall be directed away from residential properties and public highways in such a way as not to create a nuisance. The City of Yorkville promotes the"dark sky" concept. Lighting fixtures should be full cut-off, and the use of wall packs on buildings should be minimized. The average foot-candle intensity should be 2.0—2.5 footcandles. The average to minimum light intensity ratio should be no more than 6:1, and the maximum to minimum light intensity ratio should be no more than 20:1. The lighting intensity at the property line shall be zero footcandles. 8. Signs: Directional and regulatory signs/markings only are permitted on parking areas. 9. Repair and Service: a. No motor vehicle repair work of any kind shall be permitted in conjunction with accessory off-street parking facilities provided in a residence district. b. The sale of gasoline and motor oil in conjunction with accessory off-street parking facilities is not permitted in any residence district. G. Number Of Spaces: 1. Maximum Number Of Spaces: The total number of accessory parking spaces provided for one-family, two-family or multiple-family dwellings shall not exceed that required by this Title for such use or for any equivalent new use by more than fifty percent(50%) or six(6) spaces, whichever number is greater. 2. Determination Of Number Of Spaces: When determination of the number of off- street parking spaces required by this Title results in a requirement of a fractional space, any fraction of one-half(1/2) or less may be disregarded, while a fraction in excess of one-half(1/2) shall be counted as one parking space. H. Location Of Accessory Off-Street Parking Facilities: The location of off-street parking spaces in relation to the use served shall be as prescribed hereinafter. All distances specified shall be walking distances between such parking spaces and a main entrance to the use served. 1. For Uses In A Residence District: Parking spaces accessory to dwellings shall be located on the same zoning lot as the use served. Spaces accessory to uses other than dwellings may be located on a lot adjacent to, or directly across a street or alley from the lot occupied by the use served,but in no case at a distance in excess of three hundred feet(300') from such use. 2. For Uses In Business And Manufacturing Districts: All required parking spaces shall be within one thousand feet(1,000')of the use served, except for spaces accessory to dwelling units (except those located in a transient hotel)which shall be within three hundred feet (300') of the use served. However,no parking spaces accessory to a use in a business or manufacturing district shall be located in a residence district unless authorized by the Board of Appeals in accordance with Chapter 14 of this Title. (Ord. 1973-56A, 3-28-1974) PS 200&19 MARK-UP 10-11-3: OFF STREET PARKING REGULATIONS AND REQUIREMENTS: A.Use Of Parking Facilities:Off street parking facilities accessory to residential use and development in any residential district in accordance with the requirements of this chapter shall be used solely for the parking of passenger automobiles owned by occupants of the dwelling structures to which such facilities are accessory or by guests of said occupants.Under no circumstances shall required parking facilities accessory to residential structures be used for the storage of commercial vehicles or for the parking of automobiles belonging to the employees,owners,tenants,visitors or customers of business or manufacturing establishments. B.Joint Parking Facilities:Off street parking facilities for different buildings,structures or uses,or for mixed uses,may be provided collectively in any zoning district in which separate parking facilities for each constituent use would be permitted; provided,that the total number of spaces so located together shall not be less than the sum of the separate requirements for each use.(Ord. 1973-56A,3-28-1974) C.Size:Required minimum off street parking dimensions shall be as shown in this subsection: Angle Of Parkin Sg nace Width Of Space Length Of Space Parallel parking 8 feet 20 feet 45°angle parking 9 feet 17 feet 60°angle parking 9 feet 19 feet 90°angle parking 8.5 feet 18.5 feet Notes: 1. Stall length measured to edge of curb. 2.Aisle width minimum design. 3.Length of space is measured perpendicularly from the edge of the aisle to the curb line. 4.Where parallel parking is used the end stalls shall be at least 22 feet long,or appropriate tapers be provided for improved access: a.One-way minimum design- 12 feet aisle width b.Two-way minimum design-24 feet aisle width 5.Barrier free accessibility:All required parking lots,by this code, shall comply with the accessibility requirements of the state of Illinois accessibility code and the ADA. (Ord.2005-57,7-12-2005) 1 PS 2006-19 MARK-UP D.Access:Each required off street parking space shall open directly upon an aisle or driveway of such width and design as to provide safe and efficient means of vehicular access to such parking space,unless the parking facilities are serviced by a parking attendant.All off street parking facilities shall be designed with appropriate means of vehicular access to a street or alley in a manner which will least interfere with traffic movements. 1.Residential Driveways The maximum width for a residential driveway,for single family detached units, measured at the street right-of-way line is twenty-five feet(25')when the required setback from the street with driveway access is thirty feet(30')or more. The maximum width for a residential driveway measured at the street is thirty feet(30') when the required setback from the street right-of-way with driveway access is less than thirty feet(30'). F r x y A X h P £ j e The maximum width for a residential driveway,for single family attached units, measured at the street right-of-way line is twenty-five feet(25')regardless of setback. Shared parking areas shall be provided within single family attached unit developments providing.5 spaces per unit up to twenty(20)units and.25 spaces per unit beyond twenty(20)units. The maximum width for a residential driveway,for single family detached units, measured at the street right-of-way line is twenty-five feet(25')for units fronting on a cul-de-sac bulb. 2 PS 2006-19 MARK-UP 2.Non-Residential Driveways Driveway width shall be adequate to serve the volume of traffic and provide for rapid movement of vehicles off of major thoroughfares. Trips per Day 1 to 20 21 or more Trips per Hour or 1 to 5 more than 5 Driveway Width at 12'min. 24'min. Right-of-way 24'max. 36'max. *unless approved by the City Engineer. E. In Yards: Off-street parking spaces may be located in any yard defined by this Ordinance. Deleted:E ,F.-Design And Maintenance: 1.Open And Enclosed Parking Spaces: Accessory parking spaces located on the same lot as occupied by the use served may be open to the sky or enclosed in a building. Accessory parking spaces located in a residence district elsewhere than on the same lot occupied by the use served shall be open to the sky except when otherwise allowed as a special use. 2.Aprons: Driveway aprons shall not widen the driveway more than five(5)feet in total width when measured at the curb/street edge. 3.Distance to Existing Street Intersections: Residential driveways shall be a minimum of ift (5Q feet when measured from Deleted:sixty the driveway edge to the nearest intersecting street right-of-way line. Deleted:bo Commercial driveways shall be a minimum of two-hundred(200')feet when measured from driveway edge to the nearest intersecting street right-of-way line. 3 PS 2006-19 MARK-UP RS Q) Residential use Minimum 60 Commercia:use Minimum 200' street a Pavement Fo9e R,ght-ot-Way Driveways not meeting the minimum distances may be approved administratively by the City Administrator with a recommendation to approve made by the City Engineer. If administrative approval is not granted,a variance must be approved as described by 10-14-5 of the Zoning Ordinance. 4.Driveway Edge/Curb Radius: The maximum radius for a driveway edge/curb for a driveway entrance is 20'. I i Maximum Radius 20' _ Q) driveway U) 5. Surfacing:All open off street parking areas Shall be improved with apavement___ --- Deleted:except parking space accessory to a one-family meeting state of Illinois standard A-3 or equivalent. than Deleted:containing more a than si x(6) parking spaces shall be effectively 6. Screening And Landscaping:All open automobile parking areas shall comply with screened on each side adjoining or the requirements of the current Landsc_pe Ordinance regulations for perimeter fronting on any property situated in a residence district or any institutional parking lot landsca ing. premises by a wall,fence or densely planted compact hedge not less than five feet(5)nor more than seven feet(T)in 7.Lighting:Any lighting used to illuminate off street parking areas shall be directed height.Such required screening shall away from residential properties and public highways in such a way as not to create a conform with the front and side yard setback requirements of the district in which the parking is located. 4 PS 2006-19 MARK-UP nuisance.The City of Yorkville promotes the"dark sky"concept.Lighting fixtures should be full cut-off,and the use of wall packs on buildings should be minimized. The average foot-candle intensity should be 2.0—2.5 footcandles.The average to minimum light intensity ratio should be no more than 6:1,and the maximum to minimum light intensity ratio should be no more than 20:1.The li htin intensi at - Dtrice ed:The ratio of maximum veiling g ty . -- g- g-----t}' --- the roe line shall be zero footcandles. uce to a"`rag`be moe t II P � l should not be more than 0.3:1. 8. Signs: Directional and regulatory signs/markings only are permitted on parking areas. 9.Repair and Service: a.No motor vehicle repair work of any kind shall be permitted in conjunction with accessory off-street parking facilities provided in a residence district. b.The sale of gasoline and motor oil in conjunction with accessory off-street parking facilities is not permitted in any residence district. Deleted:F G_Number Of Spaces: 1.Maximum Number Of Spaces:The total number of accessory parking spaces provided for one-family,two-family or multiple-family dwellings shall not exceed that required by this Title for such use or for any equivalent new use by more than fifty percent(50%)or six(6)spaces,whichever number is greater. 2.Determination Of Number Of Spaces:When determination of the number of off- street parking spaces required by this Title results in a requirement of a fractional space,any fraction of one-half(1/2)or less may be disregarded,while a fraction in excess of one-half(1/2)shall be counted as one parking space. H_Location Of Accessory Off-Street Parking Facilities:The location of off-street parking ,, Deleted:c spaces in relation to the use served shall be as prescribed hereinafter.All distances specified shall be walking distances between such parking spaces and a main entrance to the use served. 1.For Uses In A Residence District:Parking spaces accessory to dwellings shall be located on the same zoning lot as the use served.Spaces accessory to uses other than dwellings may be located on a lot adjacent to,or directly across a street or alley from the lot occupied by the use served,but in no case at a distance in excess of three hundred feet(300')from such use. 2.For Uses In Business And Manufacturing Districts:All required parking spaces shall be within one thousand feet(1,000')of the use served,except for spaces accessory to dwelling units(except those located in a transient hotel)which shall be within three hundred feet(300')of the use served.However,no parking spaces 5 PS 2006-19 MARK-UP accessory to a use in a business or manufacturing district shall be located in a residence district unless authorized by the Board of Appeals in accordance with Chapter 14 of this Title.(Ord. 1973-56A,3-28-1974) 6 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ACCURINT ACCURINT - ACCOUNT #1249304 124930420050831 08/31/05 01 POLICE-BACKGROUND SEARCH 01-210-65-00-5804 11/28/06 0.50 OPERATING SUPPLIES INVOICE TOTAL: 0.50 124930420050930 09/30/05 01 POLICE-BACKGROUND SEARCHES 01-210-65-00-5804 11/28/06 1.00 OPERATING SUPPLIES INVOICE TOTAL: 1.00 124930420061031 10/31/06 01 POLICE-BACKGROUND SEARCHES 01-210-65-00-5804 11/28/06 33.50 OPERATING SUPPLIES INVOICE TOTAL: 33.50 VENDOR TOTAL: 35.00 ACTION ACTION GRAPHIX LTD 1070 10/26/06 01 POLICE-SIGNS 01-210-62-00-5423 11/28/06 96.00 CLASY GRANT INVOICE TOTAL: 96.00 VENDOR TOTAL: 96.00 ALFORDR RICHARD ALFORD, PH.D. 110106 11/01/06 01 POLICE-PSYCH FOR CLERK 01-210-62-00-5429 00303692 11/28/06 250.00 PSYCHOLOGICAL TESTING INVOICE TOTAL: 250.00 VENDOR TOTAL: 250.00 ANCEL ANCEL, GLINK, DIAMOND, BUSH, 1 04/13/06 01 ADMIN-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 1, 650.00 A/R - OTHER INVOICE TOTAL: 1,650.00 05/10/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 8,225.00 j-�j A/R - OTHER � INVOICE TOTAL: 8,225.00 r' P1 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ANCEL ANGEL, GLINK, DIAMOND, BUSH, 2565 07/07/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 4,710.00 A/R - OTHER INVOICE TOTAL: 4,710.00 3 06/14/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 11,811.18 A/R - OTHER INVOICE TOTAL: 11,811.18 3122 08/22/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 23,535.00 A/R - OTHER INVOICE TOTAL: 23,535.00 3437 09/19/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 3,525.00 A/R - OTHER INVOICE TOTAL: 3,525.00 3747 10/11/06 01 ARO-LANDFILL LEGAL MATTERS 01-000-13-00-1372 11/28/06 18,951.15 A/R - OTHER INVOICE TOTAL: 18, 951.15 VENDOR TOTAL: 72, 407.33 ANDERSON ANDERSON UNDERGROUND, INC. 110606-DEUCHLER 11/06/06 01 SEWER IMPROV-ROB ROY CREEK 37-000-75-00-7505 11/28/06 207,637.21 ROB ROY CREEK SANITARY 02 INTERCEPTOR NORTH BRANCH #3 ** COMMENT ** INVOICE TOTAL: 207, 637.21 VENDOR TOTAL: 207, 637.21 ARMAG ARMAG CORPORATION 16450 10/31/06 01 POLICE-INDOOR MAGAZINE 01-210-65-00-5804 00303656 11/28/06 1,680.00 OPERATING SUPPLIES INVOICE TOTAL: 1, 680.00 P2 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ARMAG ARMAG CORPORATION 16451 10/31/06 01 POLICE-2 DAY BOXES, PADLOCKS 01-210-65-00-5804 00303660 11/28/06 946.00 OPERATING SUPPLIES INVOICE TOTAL: 946.00 VENDOR TOTAL: 2,626.00 ARROLAB ARRO LABORATORY, INC. 36513 10/30/06 01 WATER OP-SAMPLES 51-000-65-00-5822 11/28/06 90.00 WATER SAMPLES INVOICE TOTAL: 90.00 36514 11/03/06 01 WATER OP-SAMPLES 51-000-65-00-5822 11/28/06 50.00 WATER SAMPLES INVOICE TOTAL: 50.00 VENDOR TOTAL: 140.00 ATT AT&T 6305531141-1006 10/25/06 01 POLICE-FAX 01-210-62-00-5436 11/28/06 58.40 TELEPHONE INVOICE TOTAL: 58.40 6305532406-1006 10/25/06 01 ADMIN-610 TOWER LANE 01-110-62-00-5436 11/28/06 86.66 TELEPHONE 02 WATER OP-610 TOWER LANE 51-000-62-00-5436 86.65 TELEPHONE INVOICE TOTAL: 173.31 6305534349-1006 10/25/06 01 POLICE-POLICE PHONES 01-210-62-00-5436 11/28/06 56.89 TELEPHONE 02 WATER OP-LIFT STATIONS 51-000-62-00-5436 356.89 TELEPHONE 03 POLICE-CITY HALL CENTEX 01-210-62-00-5436 492.86 TELEPHONE P3 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ATT AT&T 6305534349-1006 10/25/06 04 ADMIN-CITY HALL CENTEX 01-110-62-00-5436 11/28/06 492.86 TELEPHONE 05 WATER OP-CITY HALL CENTEX 51-000-62-00-5436 492.86 TELEPHONE INVOICE TOTAL: 1,892.36 6305536522-1006 10/25/06 01 ADMIN-131 HYDRAULIC 01-110-62-00-5436 11/28/06 50.71 TELEPHONE INVOICE TOTAL: 50.71 6305537575-1006 10/25/06 01 ADMIN-CITY HALL FAX 01-110-62-00-5436 11/28/06 25.16 TELEPHONE INVOICE TOTAL: 25.16 VENDOR TOTAL: 2,199.94 ATTLONG AT&T LONG DISTANCE 110106 11/01/06 01 ADMIN-OCT. LONG DISTANCE 01-110-62-00-5436 11/28/06 11.76 TELEPHONE 02 POLICE-OCT. LONG DISTANCE 01-210-62-00-5436 222.85 TELEPHONE 03 WATER OP-OCT. LONG DISTANCE 51-000-62-00-5436 23.87 TELEPHONE INVOICE TOTAL: 258.48 VENDOR TOTAL: 258.48 AURBLA AURORA BLACKTOP 18202 11/01/06 01 MFT-BLACK TOP 15-000-75-00-7111 00203459 11/28/06 556.01 HOT PATCH INVOICE TOTAL: 556.01 VENDOR TOTAL: 556.01 BKFD BRISTOL KENDALL FIRE DEPART. P4 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ BKFD BRISTOL KENDALL FIRE DEPART. 103106-DEV 11/13/06 01 TRUST/AGENCY-DEVELOPMENT FEES 95-000-78-00-9010 11/28/06 70,150.00 BKFD DEV FEE PAYMENTS INVOICE TOTAL: 70,150.00 VENDOR TOTAL: 70,150.00 BNY THE BANK OF NEW YORK TRUST 665078-1106 11/06/06 01 DEBT SVC-INTEREST ON PRINCIPAL 42-000-66-00-6007 11/28/06 116,575.00 4.8 MILLION DEBT CERT INT 02 AMOUNT OF BONDS ** COMMENT ** INVOICE TOTAL: 116,575.00 VENDOR TOTAL: 116,575.00 BRENART BRENART EYE CLINIC 467424 10/25/06 01 POLICE-EXAM 01-210-62-00-5430 11/28/06 40.00 HEALTH SERVICES INVOICE TOTAL: 40.00 VENDOR TOTAL: 40.00 CAMBRIA CAMBRIA SALES COMPANY INC. 23355 10/31/06 01 ADMIN-TOWELS 01-110-65-00-5804 11/28/06 65.10 OPERATING SUPPLIES INVOICE TOTAL: 65.10 VENDOR TOTAL: 65.10 CARGILL CARGILL, INC 1735236 10/31/06 01 WATER OP-SALT 51-000-65-00-5820 00203603 11/28/06 2,236.58 CHEMICALS INVOICE TOTAL: 2,236.58 1735362 10/31/06 01 WATER OP-SALT 51-000-65-00-5820 00203603 11/28/06 2,121.85 CHEMICALS INVOICE TOTAL: 2,121.85 P5 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ CARGILL CARGILL, INC 1735363 10/31/06 01 WATER OP-SALT 51-000-65-00-5820 00203603 11/28/06 2, 166.89 CHEMICALS INVOICE TOTAL: 2,166.89 VENDOR TOTAL: 6,525.32 CARSTAR CARSTAR COLLISION CENTER 017747 11/03/06 01 POLICE-M16 MOLDING FOR FENDERS 01-210-62-00-5409 00303696 11/28/06 398.52 MAINTENANCE - VEHICLES 02 DOORS, QUARTER PANELS ** COMMENT ** INVOICE TOTAL: 398.52 VENDOR TOTAL: 398.52 CDWG CDW GOVERNMENT INC. 5181221 10/30/06 01 ADMIN-3 PORT SWITCHES 01-110-75-00-7002 00101854 11/28/06 594.99 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 594 .99 VENDOR TOTAL: 594.99 CINTAS CINTAS FIRST AID & SAFETY 0343389313 10/27/06 01 WATER OP-REFILL MED CABINET 51-000-65-00-5804 11/28/06 26.95 OPERATING SUPPLIES INVOICE TOTAL: 26.95 VENDOR TOTAL: 26.95 COFFMAN COFFMAN TRUCK SALES 1000358937 11/03/06 01 WATER OP-FILTERS, ROTELLA 51-000-62-00-5408 11/28/06 132.67 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 132.67 1000358995 11/03/06 01 WATER OP-OIL FILTER 51-000-62-00-5408 11/28/06 16.23 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 16.23 VENDOR TOTAL: 148.90 P6 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ COMDIR COMMUNICATIONS DIRECT INC 76955 11/06/06 01 POLICE-M10 CAMERA REPAIR 01-210-62-00-5408 11/28/06 89.50 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 89.50 76961 11/06/06 01 POLICE-M14 INSTALL RADAR 01-210-62-00-5408 11/28/06 89.50 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 89.50 85289 10/30/06 01 PD CAPITAL-DIGITAL VIDEO 20-000-75-00-7006 00303607 11/28/06 6,060.00 CAR BUILD OUT 02 RECORDER ** COMMENT ** INVOICE TOTAL: 6,060.00 86217 11/06/06 01 PD CAPITAL-INSTALL DIGITAL 20-000-75-00-7006 00303709 11/28/06 6,160.00 CAR BUILD OUT 02 PATROLLER ** COMMENT ** INVOICE TOTAL: 6,160.00 86357 11/06/06 01 PD CAPITAL-SQUAD RADIO 20-000-75-00-7006 00303710 11/28/06 549.00 CAR BUILD OUT INVOICE TOTAL: 549.00 VENDOR TOTAL: 12,948.00 COMED COMMONWEALTH EDISON 0662076002-1006 10/26/06 01 STREETS-CITY LIGHTS 01-410-62-00-5435 11/28/06 1,899.66 ELECTRICITY INVOICE TOTAL: 1,899.66 1438043050-1106 11/02/06 01 SEWER OP-LIFT STATIONS 52-000-62-00-5435 11/28/06 13,505.57 ELECTRICITY INVOICE TOTAL: 13,505.57 2019099044-1106 11/02/06 01 WATER OP-WELLS 51-000-62-00-5435 11/28/06 6,600.63 ELECTRICITY INVOICE TOTAL: 6,600.63 P7 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ COMED COMMONWEALTH EDISON 4438001000-1006 10/19/06 01 STREETS-CITY LIGHTS 01-410-62-00-5435 11/28/06 3,104.72 ELECTRICITY INVOICE TOTAL: 3,104.72 6819027011-1106 11/01/06 01 STREETS-PARK & REC BUILDINGS 01-410-62-00-5435 11/28/06 480.44 ELECTRICITY INVOICE TOTAL: 480.44 VENDOR TOTAL: 25,591.02 CSIDEVET COUNTRYSIDE VETERINARY CLINIC 092906 09/29/06 01 POLICE-SHOTS FOR O'NEIL 01-210-62-00-5430 00303705 11/28/06 197.90 HEALTH SERVICES INVOICE TOTAL: 197.90 3311 11/08/06 01 POLICE-BIOPSY & MEDS FOR SAM 01-210-62-00-5430 00303708 11/28/06 303.65 HEALTH SERVICES INVOICE TOTAL: 303.65 VENDOR TOTAL: 501.55 DOMESTIC DOMESTIC UNIFORM RENTAL 103106 10/31/06 01 STREETS-OCTOBER UNIFORMS 01-410-62-00-5421 11/28/06 329.42 WEARING APPAREL 02 WATER OP-OCTOBER UNIFORMS 51-000-62-00-5421 329.42 WEARING APPAREL 03 SEWER OP-OCTOBER UNIFORMS 52-000-62-00-5421 329.41 WEARING APPAREL INVOICE TOTAL: 988 .25 VENDOR TOTAL: 988.25 ENGLISH ENGLISH & SONS LANDSCAPING INC L61-391 11/01/06 01 STREETS-OVERSEEDING FOX HILL 01-410-75-00-7104 00203513 11/28/06 2,451.00 FOX HILL SSA EXPENSES INVOICE TOTAL: 2,451.00 P8 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 16:36:48 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ENGLISH ENGLISH & SONS LANDSCAPING INC M64200-10 11/01/06 01 STREETS-FOX HILL SSA MOWING 01-410-75-00-7104 00203513 11/28/06 424.00 FOX HILL SSA EXPENSES INVOICE TOTAL: 424.00 VENDOR TOTAL: 2,875.00 EROTEX ERO-TEX INV39666 10/26/06 01 STREETS-BLANKET & WIRE STAPLE 01-410-65-00-5804 00203515 11/28/06 516.00 OPERATING SUPPLIES 02 WATER OP-BLANKET & WIRE STAPLE 51-000-65-00-5804 516.00 OPERATING SUPPLIES INVOICE TOTAL: 1,032.00 VENDOR TOTAL: 1,032.00 FARREN FARREN HEATING & COOLING 4987 11/03/06 01 MUNICIPAL BLDG-A/C REPAIRS 16-000-75-00-7204 11/28/06 300.54 BLDG MAINT - CITY HALL INVOICE TOTAL: 300.54 VENDOR TOTAL: 300.54 FIRST FIRST PLACE RENTAL 145676 10/18/06 01 WATER OP-GLUE, COLLAR, REPAIRS 51-000-65-00-5804 11/28/06 63.85 OPERATING SUPPLIES INVOICE TOTAL: 63.85 146569 11/06/06 01 SEWER OP-FLAGS 52-000-62-00-5419 11/28/06 25.47 MAINTENANCE-SANITARY SEWER INVOICE TOTAL: 25.47 VENDOR TOTAL: 89.32 FVFS FOX VALLEY FIRE & SAFETY 354564 10/27/06 01 MUNICIPAL BLDG-EMERGENCY 16-000-75-00-7200 11/28/06 676.50 BLDG IMPROV- BEEHCER/RIVFR P9 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ FVFS FOX VALLEY FIRE & SAFETY 354564 10/27/06 02 LIGHT REPAIRS IN BEECHER BLDG ** COMMENT ** 11/28/06 INVOICE TOTAL: 676.50 VENDOR TOTAL: 676.50 GIPED GIPE, DINA 062806-PC 06/28/06 01 ADMIN-6/28 PLAN COMM. MINUTES 01-110-62-00-5401 11/28/06 73.50 CONTRACTUAL SERVICES INVOICE TOTAL: 73.50 VENDOR TOTAL: 73.50 GJOVIKFD GJOVIK 216910 11/06/06 01 POLICE-LEAK IN VAPOR LINE 01-210-62-00-5409 00303695 11/28/06 384.17 MAINTENANCE - VEHICLES 02 REPAIRED ** COMMENT ** INVOICE TOTAL: 384 .17 VENDOR TOTAL: 384.17 GRAINCO GRAINCO FS., INC. 103106 10/31/06 01 STREETS-FUEL 01-410-65-00-5812 00203512 11/28/06 2,470.26 GASOLINE INVOICE TOTAL: 2,470.26 VENDOR TOTAL: 2,470.26 HACH HACH COMPANY 4912894 10/26/06 01 WATER OP-VIEWING TUBE 51-000-65-00-5804 11/28/06 39.90 OPERATING SUPPLIES INVOICE TOTAL: 39.90 VENDOR TOTAL: 39.90 HARRIS HARRIS P10 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ HARRIS HARRIS XT00000606 10/31/06 01 ADMIN-2 RELATIVITY CLASSES 01-110-64-00-5604 11/28/06 264.67 TRAINING & CONFERENCES 02 POLICE-1 REALATIVITY CLASS 01-210-64-00-5604 132.33 TRAINING & CONFERENCE INVOICE TOTAL: 397.00 VENDOR TOTAL: 397.00 HDSUPPLY HD SUPPLY WATERWORKS, LTD. 4179653 10/26/06 01 WATER OP-METERS 51-000-75-00-7508 00203601 11/28/06 42.66 METERS & PARTS INVOICE TOTAL: 42.66 4179661 10/25/06 01 WATER OP-METERS 51-000-75-00-7508 00203601 11/28/06 150.34 METERS & PARTS INVOICE TOTAL: 150.34 4196601 10/27/06 01 WATER OP-METERS 51-000-75-00-7508 00203601 11/28/06 2,206.60 METERS & PARTS INVOICE TOTAL: 2,206.60 VENDOR TOTAL: 2,399. 60 HEARTLAN HEARTLAND SEATING INC. HS10128618 11/02/06 01 POLICE-MDT REPAIR ON SQUAD 01-210-62-00-5408 00303706 11/28/06 383.38 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 383.38 VENDOR TOTAL: 383.38 HOGAN FARM PLAN 03 395266 10/11/06 01 STREETS-OILS 01-410-62-00-5408 11/28/06 21.06 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 21.06 VENDOR TOTAL: 21.06 P11 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ IAMMA IAMMA 110806 11/08/06 01 ADMIN-LUNCHEON 01-110-64-00-5604 11/28/06 20.00 TRAINING & CONFERENCES INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 ICCI INTERNATIONAL CODES 20061101 11/02/06 01 ADMIN-2ND HALF OCT. PERMITS 01-110-61-00-5314 11/28/06 58,483.50 BUILDING INSPECTIONS INVOICE TOTAL: 58,483.50 VENDOR TOTAL: 58,483.50 ICE ICE MOUNTAIN 06J8105151347 10/31/06 01 ADMIN-9 JUGS OF WATER @ 7.25 01-210-65-00-5804 11/28/06 69.41 OPERATING SUPPLIES 02 LESS DEPOSIT RETURN ** COMMENT ** INVOICE TOTAL: 69.41 VENDOR TOTAL: 69.41 IDACCESS ID-ACCESS 303 11/06/06 01 WATER OP-ID CARD 51-000-65-00-5804 11/28/06 8.00 OPERATING SUPPLIES INVOICE TOTAL: 8.00 VENDOR TOTAL: 8.00 ILLUMBER IL VALLEY URBAN LUMBERJACKS 10091 11/01/06 01 STREETS-STUMP & TREE REMOVAL 01-410-75-00-7102 00203514 11/28/06 2,535.00 TREE & STUMP REMOVAL 02 AT VARIOUS LOCATIONS ** COMMENT ** INVOICE TOTAL: 2,535.00 VENDOR TOTAL: 2,535.00 P12 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ ILPSAN ILLINOIS PUBLIC SAFETY AGENCY 025186 11/01/06 01 POLICE-1/1/07-7/1/07 ALERTS 01-210-62-00-5441 11/28/06 2,728.00 MTD-ALERTS FEE INVOICE TOTAL: 2,728.00 VENDOR TOTAL: 2,728.00 INTEGRIA INTEGRIAN, INC. 3731 10/23/06 01 PD CAPITAL-DIGITAL PATROLLER 20-000-75-00-7006 11/28/06 97.32 CAR BUILD OUT 02 PART ** COMMENT ** INVOICE TOTAL: 97.32 VENDOR TOTAL: 97.32 JEWEL PURCHASE ADVANTAGE CARD 102606-PD 10/26/06 01 POLICE-FOOD, BRUSH, EASY OFF 01-210-65-00-5804 11/28/06 99.05 OPERATING SUPPLIES INVOICE TOTAL: 99.05 VENDOR TOTAL: 99.05 JIFFY SOUND BILLING LLC 32015419391 11/01/06 01 POLICE-OIL CHANGE, FILTER 01-210-62-00-5409 11/28/06 44 .98 MAINTENANCE - VEHICLES INVOICE TOTAL: 44.98 32015419411 11/01/06 01 POLICE-OIL CHANGE, FILTER 01-210-62-00-5409 11/28/06 58.97 MAINTENANCE - VEHICLES INVOICE TOTAL: 58.97 32015419531 11/03/06 01 POLICE-OIL CHANGE 01-210-62-00-5409 11/28/06 32.99 MAINTENANCE - VEHICLES INVOICE TOTAL: 32.99 32015442986 11/06/06 01 POLICE-OIL CHANGE, FILTER 01-210-62-00-5409 11/28/06 34 .99 MAINTENANCE - VEHICLES INVOICE TOTAL: 34.99 P13 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ JIFFY SOUND BILLING LLC 5419450 11/02/06 01 ENG-OIL CHANGE 01-150-62-00-5409 11/28/06 37.15 MAINTENANCE-VEHICLES INVOICE TOTAL: 37.15 VENDOR TOTAL: 209.08 JULIE JULIE, INC. 10-06-1719 11/01/06 01 WATER OP-OCTOBER LOCATES 51-000-61-00-5303 00203510 11/28/06 967.15 JULIE SERVICE INVOICE TOTAL: 967.15 VENDOR TOTAL: 967.15 KCACP KENDALL COUNTY ASSOCIATION 110906 11/09/06 01 POLICE-MONTHLY LUNCHEON 01-210-64-00-5605 11/28/06 20.00 TRAVEL EXPENSES INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 KCFENCE KENDALL COUNTY FENCE 00180 10/31/06 01 WATER OP-REPAIR FENCE 51-000-65-00-5804 00203602 11/28/06 180.00 OPERATING SUPPLIES INVOICE TOTAL: 180.00 VENDOR TOTAL: 180.00 KCHHS KENDALL COUNTY HEALTH 110706 11/07/06 01 STREETS-MANDATORY 01-410-75-00-7004 11/28/06 90.00 SAFETY EQUIPMENT 02 WATER OP-MANDATORY SHOTS 51-000-75-00-7004 70.00 SAFETY EQUIPMENT INVOICE TOTAL: 160.00 VENDOR TOTAL: 160.00 P14 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 16:36:99 DETAIL BOARD REPORT ID: AP991000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ KCRECORD KENDALL COUNTY RECORD 82-1006 10/31/06 01 ARO-WINDETT, MILAZZO, E. HEALT 01-000-13-00-1372 11/28/06 192.40 A/R - OTHER 02 ADMIN-ADMIN ASSISTANT 01-110-65-00-5810 49.20 PUBLISHING & ADVERTISING 03 POLICE-CROSSING GUARD 01-210-65-00-5810 36.90 PUBLISHING & ADVERTISING 09 PLAN/DEV-PARKING, LANDSCAPING 01-220-65-00-5810 22.00 PUBLISHING & ADVERTISING 05 ADMIN-LEGAL GAME FARM RD. 01-110-65-00-5810 82.81 PUBLISHING & ADVERTISING INVOICE TOTAL: 383.31 VENDOR TOTAL: 383.31 KENPRINT KENDALL PRINTING 14792 10/30/06 01 ADMIN-2,500 ENVELOPES 01-110-65-00-5802 11/28/06 133.35 OFFICE SUPPLIES INVOICE TOTAL: 133.35 VENDOR TOTAL: 133.35 KFC KENTUCKY FRIED CHICKEN 103106 10/31/06 01 POLICE-NEIGHBORHOOD WATCH 01-210-62-00-5923 11/28/06 139.57 CLASY GRANT INVOICE TOTAL: 139.57 VENDOR TOTAL: 139.57 KNCOBLCK KENDALL COUNTY BLACKTOP 2223 11/07/06 01 WATER OP-IRIQUOIS ST. REPLACE 51-000-65-00-5804 11/28/06 750.00 OPERATING SUPPLIES 02 APPROACH ** COMMENT ** INVOICE TOTAL: 750.00 VENDOR TOTAL: 750.00 P15 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ KOPYKAT KOPY KAT COPIER 18747 10/30/06 01 ADMIN-AUG-OCT COPY CHARGES 01-110-65-00-5809 11/28/06 1,325.89 PRINTING & COPYING 02 FOR B/W ADMIN COPIER ** COMMENT ** INVOICE TOTAL: 1,325.89 18749 10/30/06 01 POLICE-AUG-OCT COPY CHARGES 01-210-65-00-5809 11/28/06 386.68 PRINTING & COPYING INVOICE TOTAL: 386.68 18751 10/30/06 01 ADMIN-AUG-OCT COPY CHARGES 01-110-65-00-5809 11/28/06 930.97 PRINTING & COPYING 02 FOR NEW COPIER ** COMMENT ** INVOICE TOTAL: 930.97 18752 10/30/06 01 WATER OP-AUG-OCT COPY CHARGES 51-000-65-00-5809 11/28/06 39.07 PRINTING & COPYING 02 FOR PW'S COPIER ** COMMENT ** INVOICE TOTAL: 39.07 18779 10/31/06 01 POLICE-AUG-OCT COPY CHARGES 01-210-65-00-5809 11/28/06 55.93 PRINTING & COPYING INVOICE TOTAL: 55.93 18780 10/31/06 01 ENG-AUG-OCT COPY CHARGES 01-150-65-00-5809 11/26/06 483.65 PRINTING & COPYING 02 FOR ENG. COPIER ** COMMENT ** INVOICE TOTAL: 483.65 18782 10/31/06 01 ADMIN-AUG-OCT COPY CHARGES 01-110-65-00-5809 11/26/06 1,932.54 PRINTING & COPYING ' 02 FOR COLOR COPIER ** COMMENT ** INVOICE TOTAL: 1,932.54 18805 11/01/06 01 POLICE-AUG-OCT COPY CHARGES 01-210-65-00-5809 11/28/06 28.74 PRINTING & COPYING { f P16 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ KOPYKAT KOPY KAT COPIER 18805 11/01/06 02 FOR PD'S COPIER ** COMMENT ** 11/28/06 INVOICE TOTAL: 28.74 I 18926 11/09/06 01 ADMIN-40 BOXES OF PAPER 01-110-65-00-5802 00101852 11/28/06 1,120.00 OFFICE SUPPLIES INVOICE TOTAL: 1,120.00 VENDOR TOTAL: 6,303.47 KUSTOM KUSTOM SIGNAL, INC. I 292314 10/24/06 01 PD CAPITAL-RADAR ON NEW SQUAD 20-000-75-00-7006 00303707 11/28/06 207.29 CAR BUILD OUT INVOICE TOTAL: 207.29 VENDOR TOTAL: 207.29 LAWSON LAWSON PRODUCTS 5013764 11/07/06 01 STREETS-FUSES, CABLE TIES, 01-410-65-00-5804 00203458 11/28/06 550.16 OPERATING SUPPLIES 02 PLIERS, DRIVER SET ** COMMENT ** INVOICE TOTAL: 550.16 VENDOR TOTAL: 550.16 MENLAND MENARDS - YORKVILLE 3121 11/13/06 01 ENG-BUTANE TORCH 01-150-65-00-5801 11/28/06 25.84 ENGINEERING SUPPLIES INVOICE TOTAL: 25.84 95613 10/26/06 01 WATER OP-SHELF 51-000-65-00-5804 11/28/06 24.99 OPERATING SUPPLIES INVOICE TOTAL: 24.99 96581 10/30/06 01 WATER OP-BATTERIES 51-000-65-00-5804 11/28/06 9.97 OPERATING SUPPLIES INVOICE TOTAL: 9.97 P17 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ MENLAND MENARDS - YORKVILLE 96655 10/30/06 01 POLICE-BRACKETS, SCREWS 01-210-65-00-5804 11/28/06 10.82 OPERATING SUPPLIES INVOICE TOTAL: 10.82 96735 10/30/06 01 WATER OP-MASTER LOCK 51-000-65-00-5804 11/28/06 55.56 OPERATING SUPPLIES INVOICE TOTAL: 55.56 96879 10/31/06 01 WATER OP-GLOVES, WRENCH 51-000-65-00-5804 11/28/06 24.98 OPERATING SUPPLIES INVOICE TOTAL: 24.98 96892 10/31/06 01 WATER OP-PAIL, PLIERS 51-000-65-00-5804 11/28/06 14.41 OPERATING SUPPLIES INVOICE TOTAL: 14.41 97093 11/01/06 01 WATER OP-MOP HEAD, ADAPTER 51-000-65-00-5804 11/28/06 4 .52 OPERATING SUPPLIES INVOICE TOTAL: 4.52 97150 11/01/06 01 WATER OP-BATTERIES 51-000-65-00-5804 11/28/06 19.94 OPERATING SUPPLIES INVOICE TOTAL: 19.94 97342 11/02/06 01 STREETS-WRENCH, GLOVES, 01-410-62-00-5415 11/28/06 63.60 MAINTENANCE-STREET LIGHTS 02 ELECTRICAL TAPE ** COMMENT ** I INVOICE TOTAL: 63.80 97352 11/02/06 01 STREETS-SPLITBOLT 01-410-62-00-5415 11/28/06 10.67 MAINTENANCE-STREET LIGHTS INVOICE TOTAL: 10.67 97454 11/02/06 01 POLICE-BATTERIES 01-210-65-00-5804 11/28/06 5.07 OPERATING SUPPLIES ,I INVOICE TOTAL: 5.07 P18 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ MENLAND MENARDS - YORKVILLE 97542 11/03/06 01 SEWER OP-PLYWOOD 52-000-65-00-5802 11/28/06 4.99 OFFICE SUPPLIES INVOICE TOTAL: 4.99 97634 11/03/06 01 SEWER OP-BULB 52-000-65-00-5802 11/28/06 99.00 OFFICE SUPPLIES INVOICE TOTAL: 99.00 98503 11/06/06 01 SEWER OP-NOZZLE 52-000-65-00-5805 11/28/06 1.99 SHOP SUPPLIES INVOICE TOTAL: 1.99 98725 11/07/06 01 POLICE-BATTERIES 01-210-65-00-5804 11/28/06 17.16 OPERATING SUPPLIES INVOICE TOTAL: 17.16 98758 11/07/06 01 POLICE-LIGHT BULBS, BATTERIES 01-210-65-00-5804 11/28/06 29.54 OPERATING SUPPLIES INVOICE TOTAL: 29.54 VENDOR TOTAL: 423.25 MONTRK MONROE TRUCK EQUIPMENT 57251 10/30/06 01 PW CAPITAL-SNOWPLOW 21-000-75-00-7107 00203516 11/28/06 3,904.00 TRUCK ACCESSORIES INVOICE TOTAL: 3,904 .00 VENDOR TOTAL: 3,904.00 MOONBEAM MOONBEAM MEDIA 14 10/24/06 01 ADMIN-10/24 CC VIDEO TAPING 01-110-64-00-5607 11/28/06 50.00 PUBLIC RELATIONS INVOICE TOTAL: 50.00 15 10/30/06 01 ADMIN-10/30 CC VIDEO TAPING 01-110-64-00-5607 11/28/06 100.00 PUBLIC RELATIONS INVOICE TOTAL: 100.00 VENDOR TOTAL: 150.00 P19 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ NADLER NADLER GOLF CAR SALES, INC. 029095 10/01/06 01 POLICE-TRAILER 01-210-62-00-5423 00303697 11/28/06 28.17 CLASY GRANT 02 POLICE-TRAILER 01-210-64-00-5606 671.83 COMMUNITY RELATIONS INVOICE TOTAL: 700.00 VENDOR TOTAL: 700.00 NEENAH NEENAH FOUNDRY CO. 812254 10/24/06 01 STREETS-CURB PLATE 01-410-62-00-5420 00203505 11/28/06 450.00 MAINTENANCE-STORM SEWER INVOICE TOTAL: 450.00 VENDOR TOTAL: 450.00 NELSON NELSON ENTERPRISES, INC. 8238-0004 10/31/06 01 ADMIN-RADIO BROADCASTS 01-110-65-00-5844 11/28/06 297.00 MARKETING - HOTEL TAX INVOICE TOTAL: 297.00 VENDOR TOTAL: 297.00 NICOR NICOR GAS 154150100061106 11/06/06 01 ADMIN-804 GAME FARM 01-110-78-00-9002 11/28/06 196.00 NICOR GAS INVOICE TOTAL: 196.00 156461353251106 11/03/06 01 ADMIN-1991 CANNONBALL TRAIL 01-110-78-00-9002 11/28/06 27.23 NICOR GAS INVOICE TOTAL: 27.23 205256204211106 11/06/06 01 ADMIN-420 FAIRHAVEN 01-110-78-00-9002 11/28/06 64.94 NICOR GAS INVOICE TOTAL: 64 .94 P20 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ NICOR NICOR GAS 234591486251106 11/01/06 01 ADMIN-101 BRUELL STREET 01-110-78-00-9002 11/28/06 67.27 NICOR GAS INVOICE TOTAL: 67.27 316167249311106 11/03/06 01 ADMIN-276 WINDHAM CIRCLE 01-110-78-00-9002 11/28/06 25.33 NICOR GAS INVOICE TOTAL: 25.33 451225408131106 11/02/06 01 ADMIN-201 W. HYDRAULIC 01-110-78-00-9002 11/28/06 128.17 NICOR GAS INVOICE TOTAL: 128.17 492561100051106 10/31/06 01 ADMIN-1 VAN EMMON ROAD 01-110-78-00-9002 11/28/06 92.98 NICOR GAS INVOICE TOTAL: 92.98 616041100091106 11/08/06 01 ADMIN-610 TOWER LANE UNIT B 01-110-76-00-9002 11/28/06 549.13 NICOR GAS INVOICE TOTAL: 549.13 667044694291106 11/06/06 01 ADMIN-100 RAINTREE 01-110-78-00-9002 11/28/06 69.65 NICOR GAS INVOICE TOTAL: 69.65 773571100041106 11/03/06 01 ADMIN-131 E. HYDRAULIC 01-110-78-00-9002 11/28/06 136.61 NICOR GAS INVOICE TOTAL: 136.61 831342836921106 11/03/06 01 ADMIN-1107 PRAIRIE LANE 01-110-78-00-9002 11/28/06 332.51 NICOR GAS INVOICE TOTAL: 332.51 838000100071106 11/08/06 01 ADMIN-610 TOWER LANE UNIT B 01-110-78-00-9002 11/28/06 161.73 NICOR GAS INVOICE TOTAL: 161.73 P21 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ NICOR NICOR GAS 915623953181106 11/01/06 01 ADMIN-1107 S. BRIDGE 01-110-78-00-9002 11/28/06 38.72 NICOR GAS INVOICE TOTAL: 38.72 951610100041106 11/08/06 01 ADMIN-1 ROUTE 47 01-110-78-00-9002 11/28/06 326.52 NICOR GAS INVOICE TOTAL: 326.52 VENDOR TOTAL: 2,216.79 OHERROND RAY O'HERRON COMPANY, INC. 0632189-IN 10/31/06 01 POLICE- MACE 01-210-62-00-5421 11/28/06 61.91 WEARING APPAREL INVOICE TOTAL: 61.91 0632440-IN 11/02/06 01 POLICE-GUN RACK, ROLATAPE 01-210-65-00-5804 11/28/06 137.95 OPERATING SUPPLIES INVOICE TOTAL: 137.95 0632724-IN 11/03/06 01 POLICE-MAGLITE 01-210-62-00-5421 11/28/06 22.95 WEARING APPAREL INVOICE TOTAL: 22.95 0632811-IN 11/06/06 01 PD CAPITAL-SQUAD BUILD OUT 20-000-75-00-7006 00303704 11/28/06 959.22 CAR BUILD OUT INVOICE TOTAL: 959.22 VENDOR TOTAL: 1,182.03 OHERRONO RAY O'HERRON COMPANY 31967 10/30/06 01 PD CAPITAL-TASER CARTRIDGES, 20-000-75-00-7001 00303647 11/28/06 755.72 EQUIPMENT 02 CASES, BLADE TECH HOLSTER ** COMMENT ** INVOICE TOTAL: 755.72 I P22 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ OHERRONO RAY O'HERRON COMPANY 31968 10/30/06 01 POLICE-PANTS, BELT 01-210-62-00-5421 11/28/06 85.85 WEARING APPAREL INVOICE TOTAL: 85.85 32159 10/31/06 01 POLICE-3 CARTRIDGE CASES 01-210-62-00-5421 11/28/06 77.63 WEARING APPAREL INVOICE TOTAL: 77.63 32160 10/31/06 01 POLICE-CADET UNIFORMS 01-210-62-00-5421 00303703 11/28/06 962.39 WEARING APPAREL INVOICE TOTAL: 962.39 32161 10/31/06 01 POLICE-BOOTS 01-210-62-00-5421 11/28/06 144.95 WEARING APPAREL INVOICE TOTAL: 144.95 VENDOR TOTAL: 2,026.54 ORRK KATHLEEN FIELD ORR & ASSOC. 12016 11/01/06 01 ADMIN-AUDITOR LEGAL MATTERS 01-110-61-00-5300 11/28/06 127.50 LEGAL SERVICES 02 ADMIN-TIF LEGAL MATTERS 01-110-61-00-5300 45.00 LEGAL SERVICES INVOICE TOTAL: 172.50 VENDOR TOTAL: 172.50 PARADISE PARADISE CAR WASH 220840 11/01/06 01 POLICE-18 CAR WASHES 01-210-62-00-5409 11/28/06 101.45 MAINTENANCE - VEHICLES INVOICE TOTAL: 101.45 VENDOR TOTAL: 101.45 PIERCE PIERCE WHOLESALE ROOFING P23 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ PIERCE PIERCE WHOLESALE ROOFING 20061031020 10/31/06 01 WATER OP-ELBOWS, DOWNSPOUTS 51-000-62-00-5407 11/28/06 17.70 TREATMENT FACILITIES O&M INVOICE TOTAL: 17.70 VENDOR TOTAL: 17.70 POSTNET POSTNET IL 124 36570 10/30/06 01 ARO-BP AMOCO, SUNFIELD, BRIDGE 01-000-13-00-1372 11/28/06 15.50 A/R - OTHER 02 ST. SELF STORAGE ** COMMENT ** INVOICE TOTAL: 15.50 VENDOR TOTAL: 15.50 QUILL QUILL CORPORATION 1903257 10/30/06 01 ENG-STORAGE BOXES 01-150-65-00-5801 11/28/06 15.74 ENGINEERING SUPPLIES INVOICE TOTAL: 15.74 2009382 11/02/06 01 PLAN/DEV-FILE FOLDERS 01-220-65-00-5804 11/28/06 9.88 OPERATING SUPPLIES 02 BLDG/ZONE-CALENDAR, INK 01-220-65-00-5804 45.59 OPERATING SUPPLIES 03 CARTRIDGES, STAPLER ** COMMENT ** INVOICE TOTAL: 55.47 2009773 11/02/06 01 ENG-FOLDERS, MARKERS 01-150-65-00-5802 11/28/06 119.48 OFFICE SUPPLIES INVOICE TOTAL: 119.48 2120091 11/07/06 01 ENG-INK CARTRIDGES 01-150-65-00-5602 11/28/06 31.49 OFFICE SUPPLIES INVOICE TOTAL: 31.49 2159900 11/08/06 01 PLAN/DEV-FLASH DRIVE 01-220-65-00-5804 00101858 11/28/06 119.99 OPERATING SUPPLIES P24 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ QUILL QUILL CORPORATION 2159900 11/08/06 02 BLDG/ZONE-BINDERS 01-220-65-00-5804 00101858 11/28/06 15.28 OPERATING SUPPLIES 03 ADMIN-ARROWS, NOTEBOOKS 01-110-65-00-5802 28.10 OFFICE SUPPLIES INVOICE TOTAL: 163.37 VENDOR TOTAL: 385.55 R0000289 BOB STEWART 326 10/23/06 01 STREETS-SIDEWALK REPLACEMENT 01-410-75-00-7101 11/28/06 319.50 IN TOWN ROAD PROGRAM 02 AT 1023 A INDEPENDENCE ** COMMENT ** INVOICE TOTAL: 319.50 VENDOR TOTAL: 319.50 R0000290 SHELLY BUTLER 110206 11/02/06 01 STREETS-SIDEWALK REPLACEMENT 01-410-75-00-7101 11/28/06 150.00 IN TOWN ROAD PROGRAM 02 AT 601 TERI LANE ** COMMENT ** INVOICE TOTAL: 150.00 VENDOR TOTAL: 150.00 R0000291 BETZWISER DEVELOPMENT 111406 11/14/06 01 WATER OP-WATER METER REFUND 51-000-42-00-4240 11/28/06 786.00 BULK WATER SALES INVOICE TOTAL: 786.00 VENDOR TOTAL: 786.00 RAKOWS RAKOW'S FURNITURE, INC. 84030 10/05/06 01 POLICE-3 VERTICAL FILES 01-210-65-00-5804 00303659 11/28/06 684.97 OPERATING SUPPLIES INVOICE TOTAL: 684.97 VENDOR TOTAL: 684.97 P25 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ SAFESUPP SAFETY SUPPLY ILLINOIS 1144199-0001-01 11/08/06 01 SEWER OP-CALIBRATIN GAS 52-000-65-00-5823 00202953 11/28/06 160.00 SEWER CHEMICALS INVOICE TOTAL: 160.00 VENDOR TOTAL: 160.00 SCHOPPE SCHOPPE DESIGN ASSOC. 12054 10/27/06 01 ARO-GRANDE RESERVE UNIT 23 01-000-13-00-1372 11/28/06 165.00 A/R - OTHER INVOICE TOTAL: 165.00 VENDOR TOTAL: 165.00 SECGROUP SEC GROUP, INC. 340169 10/30/06 01 ADMIN-TRAVEL DEMAND FORECAST 01-110-65-00-5800 11/28/06 3,847.10 CONTINGENCIES INVOICE TOTAL:. 3,847.10 VENDOR TOTAL: 3,847.10 SERVMAST SERVICEMASTER OF AURORA & 9086 11/06/06 01 WATER OP-OCTOBER CLEANING 51-000-62-00-5401 00203509 11/28/06 455.00 CONTRACUAL SERVICES INVOICE TOTAL: 455.00 VENDOR TOTAL: 455.00 SEYFARTH SEYFARTH SHAW LLP 1290508 10/01/06 01 POLICE-VARIOUS LEGAL MATTERS 01-210-61-00-5300 11/28/06 5,137.79 LEGAL SERVICES INVOICE TOTAL: 5,137.79 VENDOR TOTAL: 5, 137.79 SHELL SHELL OIL CO. P26 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ SHELL SHELL OIL CO. 065159923611 11/05/06 01 STREETS-OCTOBER FUEL 01-410-65-00-5812 11/28/06 1,553.66 GASOLINE 02 WATER OP-OCTOBER FUEL 51-000-65-00-5812 1,553.66 GASOLINE 03 SEWER OP-OCTOBER FUEL 52-000-65-00-5812 1,553.66 GASOLINE INVOICE TOTAL: 4, 660.98 VENDOR TOTAL: 4, 660.98 SHREDIT SHRED-IT 021182895 10/31/06 01 ADMIN-SHREDDING CHARGE 01-110-62-00-5401 11/28/06 105.00 CONTRACTUAL SERVICES INVOICE TOTAL: 105.00 VENDOR TOTAL: 105.00 SIEMENS SIEMENS WATER TECHNOLOGIES FB07205 08/22/06 01 SEWER OP-SERVICE ON CALL OUT 52-000-62-00-5422 00202954 11/28/06 570.00 LIFT STATION MAINTENANCE 02 DIALER ** COMMENT ** INVOICE TOTAL: 570.00 INVOICE TOTAL: 0.00 VENDOR TOTAL: 570.00 SKILLPAT SKILLPATH SEMINARS 110306 11/03/06 01 ADMIN-COMMUICATION SEMINAR 01-110-64-00-5604 11/28/06 149.00 TRAINING & CONFERENCES 02 FOR RECEPTIONIST ** COMMENT ** INVOICE TOTAL: 149.00 VENDOR TOTAL: 149.00 SPIESG GLORY SPIES P27 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ SPIESG GLORY SPIES 111306 11/13/06 01 ADMIN-TRAVEL EXPENSES FOR 01-110-64-00-5604 11/28/06 50.00 TRAINING & CONFERENCES 02 CONFERENCE ** COMMENT ** INVOICE TOTAL: 50.00 VENDOR TOTAL: 50.00 STREICH STREICHERS I373641 08/22/06 01 PD CAPITAL-2 CARBINES, 2 MAGS 20-000-65-00-5811 00303560 11/28/06 1,520.00 LETHAL/NON-LETHAL WEAPONS INVOICE TOTAL: 1,520.00 I389345 10/27/06 01 POLICE-TRAMA PLATE 01-210-62-00-5421 00303673 11/28/06 712.95 WEARING APPAREL INVOICE TOTAL: 712.95 VENDOR TOTAL: 2,232.95 SUBURBAN SUBURBAN CHICAGO NEWSPAPERS AD 103006 10/30/06 01 ADMIN-ADMIN. ASSISTANT POSTING 01-110-65-00-5810 11/28/06 380.31 PUBLISHING & ADVERTISING INVOICE TOTAL: 380.31 103106 10/31/06 01 ADMIN-BOND NOTICE 01-110-65-00-5810 11/28/06 216.58 PUBLISHING & ADVERTISING INVOICE TOTAL: 216.58 VENDOR TOTAL: 596.89 TAPCO TAPCO 257323 10/27/06 01 MFT-SIGNS 15-000-75-00-7007 00203508 11/28/06 212.41 SIGNS INVOICE TOTAL: 212.41 257601 10/31/06 01 ARO-PRESTWICK #1 STREET SIGNS 01-000-13-00-1372 00203506 11/28/06 2,756.55 A/R - OTHER INVOICE TOTAL: 2,756.55 P28 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ TAPCO TAPCO 257803 11/02/06 01 MFT-STREET NAME SIGNS 15-000-75-00-7007 00203508 11/28/06 167.67 SIGNS INVOICE TOTAL: 167.67 VENDOR TOTAL: 3, 136. 63 THOMAS THOMAS ALARM SYSTEMS 10310602 10/31/06 01 POLICE-DVR REPAIRS 01-210-62-00-5408 00303693 11/28/06 245.00 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 245.00 VENDOR TOTAL: 245.00 TIGERDIR TIGERDIRECT P78067790102 10/12/06 01 WATER OP-MONITOR, DESKTOP 51-000-75-00-7002 11/28/06 956.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 956.00 P78067790104 11/01/06 01 WATER OP-WORKSTATION 51-000-75-00-7002 00101846 11/28/06 968.00 COMPUTER EQUIP & SOFTWARE 02 WATER OP-LAPTOP 51-000-75-00-7508 688.00 METERS & PARTS INVOICE TOTAL: 1, 656.00 VENDOR TOTAL: 2, 612.00 TINSTAR TIN STAR ELECTRONIC SERVICE INST136192 10/11/06 01 PD CAPITAL-M8 INSTALL EQUIP. 20-000-75-00-7006 00303694 11/28/06 1,554.49 CAR BUILD OUT INVOICE TOTAL: 1,554.49 VENDOR TOTAL: 1,554.49 UNIQUEPR UNIQUE PRODUCTS & SERVICE 157083 11/02/06 01 SEWER OP-PAPER TOWELS 52-000-65-00-5805 00203511 11/28/06 51.80 SHOP SUPPLIES P29 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 30 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ UNIQUEPR UNIQUE PRODUCTS & SERVICE 157083 11/02/06 02 SEWER OP-FLOOR MATS 52-000-75-00-7003 00203511 11/28/06 136.00 OFFICE EQUIPMENT INVOICE TOTAL: 187.80 VENDOR TOTAL: 187.80 UPS UNITED PARCEL SERVICE 00004296X2436 10/28/06 01 POLICE-1 PACKAGE SHIPPED 01-210-65-00-5808 11/28/06 42.20 POSTAGE & SHIPPING 02 ADMIN-3 PACKAGES SHIPPED 01-110-65-00-5808 62.07 POSTAGE & SHIPPING INVOICE TOTAL: 104 .27 00004296X2446 11/04/06 01 ADMIN-5 PACKAGES SHIPPED 01-110-65-00-5808 11/28/06 94.50 POSTAGE & SHIPPING 02 WATER OP-3 PACKAGES SHIPPED 51-000-65-00-5808 86.37 POSTAGE & SHIPPING INVOICE TOTAL: 180.87 VENDOR TOTAL: 285.14 VESCO VESCO R36435 11/09/06 01 POLICE-LAMINATING, PRINTS 01-210-65-00-5804 11/28/06 17.00 OPERATING SUPPLIES INVOICE TOTAL: 17.00 VENDOR TOTAL: 17.00 VISA VISA 102406-PD 10/24/06 01 POLICE-CONTRIBUTE, DVD BURN 01-210-62-00-5411 00303698 11/28/06 220.29 MAINTENANCE - COMPUTERS 02 POLICE-TRIAD, IML, WIU 01-210-64-00-5605 884.43 TRAVEL EXPENSES 03 CONFERENCES ** COMMENT ** P30 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 31 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ VISA VISA 102406-PD 10/24/06 04 POLICE-IACSP MEMBERSHIP 01-210-64-00-5603 00303698 11/28/06 59.95 SUBSCRIPTIONS 05 POLICE-TASER TRAINING 01-210-64-00-5604 225.00 TRAINING & CONFERENCE 06 POLICE-TOOLS, UTILITY BOX 01-210-65-00-5804 59.22 OPERATING SUPPLIES 07 POLICE-PROJECTOR, SCREEN 20-000-75-00-7001 2,557.00 EQUIPMENT 08 WARRANTY, GUN SITES ** COMMENT ** 09 POLICE-FUEL 01-210-65-00-5812 37.40 GASOLINE INVOICE TOTAL: 4,043.29 VENDOR TOTAL: 4,043.29 WAREHOUS WAREHOUSE DIRECT 839021-0 10/26/06 01 ADMIN-BINDERS, PENS, INDEX 01-110-65-00-5802 00101855 11/28/06 157.08 OFFICE SUPPLIES 02 CARDS, RUBBERBANDS, WRIST REST ** COMMENT ** INVOICE TOTAL: 157.08 841830-0 10/30/06 01 ADMIN-PROJECTOR SCREEN 01-110-65-00-5802 00101856 11/28/06 213.85 OFFICE SUPPLIES INVOICE TOTAL: 213.85 VENDOR TOTAL: 370.93 WASTE WASTE MANAGEMENT 2567497-2011-4 11/01/06 01 HEALTH & SANITATION -OCTOBER 01-540-62-00-5442 11/28/06 61,407.18 GARBAGE SERVICES INVOICE TOTAL: 61,407.18 VENDOR TOTAL: 61,407.18 WHOLTIRE WHOLESALE TIRE P31 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 32 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ WHOLTIRE WHOLESALE TIRE 116466 11/03/06 01 POLICE-BELT 01-210-62-00-5409 11/28/06 99.92 MAINTENANCE - VEHICLES INVOICE TOTAL: 99.92 VENDOR TOTAL: 99.92 WTRPRD WATER PRODUCTS, INC. 0194774 11/02/06 01 WATER OP-CLAMPS 51-000-65-00-5804 00203600 11/28/06 350.23 OPERATING SUPPLIES INVOICE TOTAL: 350.23 VENDOR TOTAL: 350.23 WYETHATY JOHN JUSTIN WYETH 786 11/13/06 01 ADMIN-VARIOUS LEGAL MATTERS 01-110-61-00-5300 11/28/06 3,487.50 LEGAL SERVICES INVOICE TOTAL: 3,487.50 787 11/13/06 01 ADMIN-P. SAFETY LEGAL MATTERS 01-110-61-00-5300 11/28/06 487.50 LEGAL SERVICES INVOICE TOTAL: 487.50 788 11/13/06 01 ADMIN-EDC LEGAL MATTERS 01-110-61-00-5300 11/28/06 1,012.50 LEGAL SERVICES INVOICE TOTAL: 1,012.50 789 11/13/06 01 ADMIN-P. WORKS LEGAL MATTERS 01-110-61-00-5300 11/28/06 450.00 LEGAL SERVICES INVOICE TOTAL: 450.00 790. 11/13/06 01 ARO-BRISTOL BAY 01-000-13-00-1372 11/28/06 300.00 A/R - OTHER INVOICE TOTAL: 300.00 791 11/13/06 01 ARO-RAINTREE 01-000-13-00-1372 11/28/06 150.00 A/R - OTHER INVOICE TOTAL: 150.00 P32 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 33 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ WYETHATY JOHN JUSTIN WYETH 792 11/13/06 01 ARO-MILAZZO 01-000-13-00-1372 11/28/06 225.00 A/R - OTHER INVOICE TOTAL: 225.00 793 11/13/06 01 ARO-EDWARD HEALTH 01-000-13-00-1372 11/28/06 225.00 A/R - OTHER INVOICE TOTAL: 225.00 794 11/13/06 01 ARO-O'KEEFE 01-000-13-00-1372 11/28/06 187.50 A/R - OTHER INVOICE TOTAL: 187.50 795 11/13/06 01 ARO-MENARDS 01-000-13-00-1372 11/28/06 150.00 A/R - OTHER INVOICE TOTAL: 150.00 VENDOR TOTAL: 6,675.00 YBSD YORKVILLE BRISTOL 0480-000452638 10/31/06 01 WATER OP-OCT. SLUDGE REMOVAL 51-000-62-00-5407 11/28/06 6, 616.83 TREATMENT FACILITIES O&M INVOICE TOTAL: 6,616.83 110206 11/02/06 01 TRUST & AGENCY-JULY & AUGUST 95-000-78-00-9008 11/28/06 224,868.18 YBSD PAYMENTS 02 SANITARY PAYMENTS RECEIVED ** COMMENT ** INVOICE TOTAL: 224,868.18 VENDOR TOTAL: 231,485.01 YORKACE YORKVILLE ACE & RADIO SHACK 104618 10/27/06 01 POLICE-PLUG 01-210-65-00-5804 11/28/06 0.58 OPERATING SUPPLIES INVOICE TOTAL: 0.58 P33 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 34 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ YORKACE YORKVILLE ACE & RADIO SHACK 104677 10/31/06 01 SEWER OP-COFFEEMAKER, CLEANER 52-000-65-00-5802 11/28/06 34.97 OFFICE SUPPLIES INVOICE TOTAL: 34.97 104894 11/07/06 01 WATER OP-CHAINS 51-000-65-00-5804 11/28/06 24.95 OPERATING SUPPLIES INVOICE TOTAL: 24 .95 104919 11/08/06 01 WATER OP-TOOLS 51-000-65-00-5804 00203340 11/28/06 171.47 OPERATING SUPPLIES INVOICE TOTAL: 171.47 VENDOR TOTAL: 231.97 YORKCLER YORKVILLE CLERK'S ACCOUNT 110606 11/06/06 01 ARO-PRESTWICK, GRANDE RESERVE 01-000-13-00-1372 11/28/06 877.00 A/R - OTHER 02 UNITS 19 & 20, BP AMOCO, ** COMMENT ** 03 SUNFIELD, BRIDGE ST. ** COMMENT ** 04 SPEEDWAY, SCHRAMM, OKEEFE ** COMMENT ** 05 ADMIN-YMCA, LANDSCAPE, 01-110-61-00-5300 120.00 LEGAL SERVICES 06 SIDEWALK ** COMMENT ** INVOICE TOTAL: 997.00 VENDOR TOTAL: 997.00 YORKLIBR YORKVILLE PUBLIC LIBRARY 073006-PPRT 11/09/06 01 ADMIN-JULY PPRT TAX 01-000-40-00-4010 11/28/06 930.61 PERSONAL PROPERTY TAX INVOICE TOTAL: 930.61 103106-DEVELOP 11/14/06 01 TRUST & AGENCY-OCTOBER 95-000-78-00-9009 11/28/06 18,400.00 LIBRARY DEV FEE PAYMENTS P34 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 35 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ YORKLIBR YORKVILLE PUBLIC LIBRARY 103106-DEVELOP 11/14/06 02 DEVELOPMENT FEES ** COMMENT ** 11/28/06 INVOICE TOTAL: 18,400.00 VENDOR TOTAL: 19,330.61 YORKNAPA YORKVILLE NAPA AUTO PARTS 769074 10/10/06 01 SEWER OP-OIL FILTERS 52-000-62-00-5409 11/28/06 56.72 MAINTENANCE-VEHICLES INVOICE TOTAL: 56.72 770205 10/19/06 01 SEWER OP-HOSE, CLAMP 52-000-62-00-5408 11/28/06 8.72 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 8.72 771177 10/26/06 01 SEWER OP-HOSE 52-000-62-00-5408 11/28/06 7.30 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 7.30 VENDOR TOTAL: 72.74 YORKPR YORKVILLE PARK & RECREATION 103106-CAPITAL 11/14/06 01 TRUST & AGENCY-OCTOBER CAPITAL 95-000-78-00-9012 11/28/06 2,350.00 PARKS/REC CAPITAL PAYMENTS INVOICE TOTAL: 2,350.00 VENDOR TOTAL: 2,350.00 YORKSCHO YORKVILLE SCHOOL DIST #115 103106 11/03/06 01 TRUST/AGENCY-SCHOOL LAND CASH 95-000-78-00-9011 11/28/06 23,491.95 SCHOOL LAND CASH PMTS 02 SEPT & OCT LESS 25 PERMITS ** COMMENT ** 03 POSTED BY BRISTOL BAY IN OCT ** COMMENT ** INVOICE TOTAL: 23, 491.95 VENDOR TOTAL: 23,491.95 P35 DATE: 11/14/06 UNITED CITY OF YORKVILLE PAGE: 36 TIME: 16:36:49 DETAIL BOARD REPORT ID: AP991000.WOW INVOICES DUE ON/BEFORE 11/28/2006 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ------------------------------------------------------------------------------------------------------------------------------------ YOUNGM YOUNG, MARLYS 091906-COW 09/19/06 01 ADMIN-9/19 COW MINUTES 01-110-62-00-5401 11/28/06 158.00 CONTRACTUAL SERVICES INVOICE TOTAL: 158.00 102606-PARK 10/26/06 01 ADMIN-10/26 PARKING MINUTES 01-110-62-00-5401 11/28/06 68.00 CONTRACTUAL SERVICES INVOICE TOTAL: 68.00 VENDOR TOTAL: 226.00 TOTAL ALL INVOICES: 997,227.84 P36 UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 11/11/06 REGULAR OVERTIME TOTAL IMRF SOCIAL SECURITY TOTALS ADMINISTRATION $26,205.84 $0.00 $26,205.84 $2,012.48 $1,974.13 $30,192.45 ENGINEERING $10,342.84 $34.20 $10,377.04 $819.78 $778.62 $11,975.44 POLICE $68,067.05 $3,395.77 $71,462.82 $344.89 $5,430.93 $77,238.64 C. DEVELOPMENT $8,430.62 $0.00 $8,430.62 $666.02 $643.80 $9,740.44 PUBLIC WORKS $24,610.77 $3,920.70 $28,531.47 $2,253.98 $2,177.74 $32,963.19 PARKS $13,998.60 $0.00 $13,998.60 $1,066.06 $1,064.39 $16,129.05 RECREATION $18,615.35 $0.00 $18,615.35 $1,225.93 $1,422.58 $21,263.86 LIBRARY $11,430.74 $0.00 $11,430.74 $448.97 $874.45 $12,754.16 TOTALS $181,701.81 $7,350.67 $189,052.48 $8,838.11 $14,366.641 $212,257.23 TOTAL PAYROLL 11/11/2006 $ 212,257.23 TOTAL INVOICES 11/28/2006 $ 997,227.84 TOTAL DISBURSEMENTS $ 1,209,485.07 P37 C/ry Reviewed By: J� T Legal El City Council Finance ❑ EST: ', �1836 �- Engineer ❑ 4 L City Administrator ❑ Agenda Item Tracking Number �O Consultant ❑ 00(10" <kE City Council Agenda Item Summary Memo Title: Whispering Meadows Park Playground Equipment Purchase City Council/Committee of the Whole Date: November 21, 2006 Synopsis: Whispering Meadows Park playground development and equipment purchase will be discussed. Staff will a recommending approval of purchase of equipment. This item was approved at the September 14, 2006 Park Board Meeting. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of playground equipment purchase Submitted by: Dave Mogle, Director of Parks and Recreation Name Department Agenda Item Notes: United City of Yorkville EST. 1636 County Seat of Kendall County :�--- 800 Game Farm Road !� Yorkville,Illinois 60560 Q �� (� Q Phone:630-553-4350 Fax:630-553-7575 V LE ��• Date: November 15, 2006 To: City Council Members From: Dave M g e, erector of Parks and Recreation CC: Subject: Whispering Meadows Playground Equipment Purchase Whispering Meadows Park is being constructed with land cash dollars and a fifty per cent matching grant($362,000)through the Illinois Department of Natural Resources OSLAD program. The park is scheduled to be completed by December 31, 2007. The 12.5 acre park will include a playground,baseball field, the City's first BMX track, walking/biking trails, prairie area, and landscaping. The park is adjacent to a future school. The playground is a train theme and will be reflected in the equipment and shelter. On September 14, 2006,the Park Board reviewed and approved a staff recommendation based on RFP results from six manufacturers. The breakdown of recommended equipment was as follows: 5 -12 year old play structure- Park and Recreation Supply - $27,287 Water Tank Slide—Park and Recreation Supply- $13,372 Challenge Stations—Park and Recreation Supply- $9,027 5-12 and 2-5 year old swings—Parkreation- $7,056 2-5 year old play structure—Let's Go Play- $12,997 Icon Shelter with Clock—Parkreation- $27,794 Icon Entry Arch—Parkreation- $7.500 Total Equipment Cost $105,033 Staff is seeking approval to purchase the playground equipment for Whispering Meadows Park. THE UNITED CITY OF YORKVILLE Whispering Meadows Park OVERHEAD CLIMBER BMX TRACK (CHALLENGE STATION) POT SIGN —� PLAY STRUCTURE I� III - �_J" -- CRITTER CROSSING DOOR PANEL (CHALLENGE �`NG-`ON 13130:e? ROY i \� EXISTING J �10N S.W.M. GRivK —$" f IT LIGHT TYP. -_- •�- `� PAVILION . STARTING -- BLOCK OPEN PLAY \ AREA i \ BENCH ROPp K ASPHALT PATH EXISTING ( / (/ S.W.M l f ) /+ LITTER ,"RI. S BMX TRACK � ` // RECEPTACLE a BASEBALL YARD HYDRANT `J —LIGHT TYP. vQ�O Al Q fop 00v � In PRAIRIE aPLAYGROUND �PR OOH GRADE SCHOOL ENTRY ARCH 75,000 S.F. ENTRY ARCH PARK ID SIGN DRINKING FOUNTAIN SHARED -'A PAVILION 24'X48 0\ PARKING,,-' BuS "DEPOT THEME" 200 CARS /Nj _PARKING "TRAIN TRACKS" (PAINTED ON PAVEMENT) / PIKES PEAK PLAY STRUCTURE (CHALLENGE STATION) PERIMETER OQ� TRAIN CHALLENGE STATION �� ' • - O LILY PAD __ a STEPPERS I • BENCH / �.�'� • .. . .� OCK ARCH PICNIC ARCH SWINGS TABLE SWINGS y ROCKARCH PAVILION o" '2 SITE PLAN TRAIN DETAIL PLAN @ PLAYGROUND 6 s' SCALE:i _� SCALE:i"=30' CLOCK PANEL CONCEPTUAL SITE sCHOPPE DESIGN ASSOCIA TES INC . The United City Of Yorkville Landsmw Architecture and Lanni Planning J o IMPROVEMENT PLAN 8�Gams Farm Rd. NORTH SCALE:6-=-20 '+y Yorkville,IL 60560 126 S Main Street FAX(630)(630)8551-3355 . 630-553350 Ost:ego.IL 6013 551-3639 DATE:06-13-2005 Reviewed By: J2 yy T Legal ❑ City Council qtr Finance ❑ esT , pass Engineer ❑ -C � � � � City Administrator ❑ Agenda Item Tracking Number � O Consultant ❑C ` ❑ <LE City Council Agenda Item Summary Memo Title: Amendment To Agreement For Glen Palmer Dam Improvements City Council/Committee of the Whole Date: November 21, 2006 Synopsis: An Amendment that allows for the IDNR to grant the City$5,000 for the purchase of a remote camera to monitor construction activities, future flood conditions, and other activrhes at the Yorkville Dam from remote locations. Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Approval of the Amendment to the Agreement Submitted by: Dave Mogle, Director of Parks and Recreation Name Department Agenda Item Notes: The Camera will be installed in Riverfront Park and will be used by IDNR and City to monitor Construction activity. Following completion of the Dam and Bypass, IDNR and the City will use the camera to monitor recreational use and maintenance. The general public will also have limited access through the web to view"real time" conditions of the river and bypass. The camera will be mounted on a light pole on the west end of the park aimed at the dam and upriver. AMENDMENT TO THE AGREEMENT (203) FOR THE GLEN PALMER DAM IMPROVEMENTS PROJECT AND USE OF STATE OWNED PROPERTY 11-08-06 DRAFT This is an amendment to the Agreement between the United City of Yorkville, a Municipal Corporation, located in Kendall County, Illinois, hereinafter referred to as the "CITY,"and the State of Illinois, Department of Natural Resources, hereinafter referred to as the "DEPARTMENT," WHEREAS, the CITY and the DEPARTMENT recognize the need to monitor construction activities, fu{ure flood flow conditions and other activities at the Yorkville Dam from remote locations; and WHEREAS, the CITY now has wireless DSL capabilities at the Yorkville Dam site; and WHEREAS, the CITY and the DEPARTMENT intend to install a network remote camera with Pan/Tilt/Zoom capabilities and all weather enclosure at Riverfront Bicentennial Park hereinafter referred to as the "CAMERA," for construction monitoring, flood monitoring, and site security purposes, and THEREFORE, the parties hereto agree to add the following terms and conditions to the Agreement: Project Definition: "PROJECT" has been expanded to include: modifying a portion of the dam spillway with a 4-step concrete spillway and fish ladder, modifying the remainder of the dam spillway with a divider island and whitewater bypass channel/fish passage along the south bank of the river, installing and operating a network remote camera, appurtenances, and any environmental mitigation. PART B: DEPARTMENT OF NATURAL RESOURCES 7. The DEPARTMENT will review and approve the CAMERA selected by the CITY in accordance with item C12 of this Amendment prior to the CITY purchasing the CAMERA and appurtenant works. 8. The DEPARTMENT will review and approve the CAMERA location at Riverfront Bicentennial Park, selected by the CITY, prior to the CITY purchasing the CAMERA and appurtenant works. 9. The DEPARTMENT's maximum cost share for implementation of the CAMERA is $5,000. The CITY will be responsible for all costs in excess of the DEPARTMENT's share. The DEPARTMENT will make payments to the CITY as defined herein, for CAMERA costs based on billings furnished by the CITY to the DEPARTMENT with documentation, approved by the CITY, certifying that the equipment covered under such billings has been purchased, installed and tested, and is in connection with the PROJECT. The DEPARTMENT will review and give final approval of submitted costs prior to payment. PART C: UNITED CITY OF YORKVILLE 12. The CITY will purchase, install and test the CAMERA and appurtenant works meeting the minimum specifications of a SONY SNC-RZ30N (NTSC) Network Color Camera and EarthCam Dome All Weather Enclosure, or approved equals, in accordance with Items B7 and B8 of this AMENDMENT. 13. The CITY, without cost to the DEPARTMENT, will provide, operate and maintain the network system necessary to allow the CITY and DEPARTMENT to have free and unrestrained access and control of the CAMERA at any time. 14. The CITY will be responsible for the payment of all costs over and above the DEPARTMENT's maximum contribution. 15. The CITY will supply all documentation necessary to support any requests for payment of costs from the DEPARTMENT. 16. The CITY, without cost to the DEPARTMENT, will assume responsibility for the operation and maintenance of the CAMERA and appurtenant works in accordance with the CAMERA and appurtenant work's operation and maintenance manuals, as part of the PROJECT, to ensure that the CAMERA will serve the intended purpose. Rationale for making the above contract amendment is as follows: To provide a network remote camera with Pan/Tilt/Zoom capabilities and all weather enclosure at Riverfront Bicentennial for DEPARTMENT and CITY construction monitoring, flood monitoring, and site security purposes. [X] The circumstances that necessitate the change to the Agreement were not reasonably foreseeable at the time the contract was signed. [X] The changes are germane to the original Agreement signed. [X] The circumstances that necessitate the change to the Agreement are in the best interest of the unit of State or local government and authorized by law. 2 IN WITNESS WHEREOF, the parties hereto have caused this amendment to be executed by their duly authorized representatives this day of , 2006. STATE OF ILLINOIS RECOMMENDED: APPROVED: Gary R. Clark, Director Joel Brunsvold, Director Office of Water Resources Department of Natural Resources Date: APPROVED: Robert Mool, Legal Counsel IGNITED CITY OF YORKVILLE ATTEST: APPROVED: Yorkville CITY Clerk Yorkville CITY Mayor Date: DRAFT 3 ORDINANCE NO. AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2006-114 (SILVER FOX)IN THE UNITED CITY OF YORKVILLE AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1. Authori ty. The City is authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), which provides, inter alia, the manner of levying or imposing taxes and issuing bonds for the provision of special services to areas within the boundaries of municipalities and counties. Section 2. Findings. The Mayor and City Council of the United City of Yorkville, Kendall County,Illinois(the"City')find and determine as follows: a. One or more Owners of record (the "Owners") of that portion of the City described in Exhibit A attached hereto and made a part hereof, and with the permanent tax index numbers set forth in Exhibit A, (hereinafter the "Subject Territory') have expressed an interest in the City's construction, acquisition and installation of certain public improvements including engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers,potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements and other eligible costs(the "Improvements") to benefit their properties as further described herein to be built and owned by the City; and b. It is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory for the purpose of financing the Improvements to be built and owned by the City; and C. The special service area proposed for consideration is compact and contiguous and is outlined on the map of a portion of the City, which map is attached hereto as Exhibit B and made a part hereof;and d. The proposed special service area will benefit specially from the special services to be provided to the area. These proposed special services are in addition to municipal services provided to the City as a whole. Section 3. Proposal. In response to the expressed interest of the Owners, the Mayor and City Council of the City hereby propose the establishment of the United City of Yorkville CHI2 655313.2 Special Service Area Number 2006-114 (Silver Fox) for the construction, acquisition and installation of Improvements to serve the Subject Territory. Section 4. Public Hearing. A public hearing shall be held on the 12th day of December, 2006, at 7:00 p.m., at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2006-114(Silver Fox), in the Subject Territory. At the hearing, the following alternative methods of financing improvements within the proposed special service area will be considered: (i)the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1,471,000 in accordance with the special tax roll referred to below; and (ii)the borrowing of an amount not to exceed an aggregate principal amount of $25,170,000 to be evidenced by revenue bonds or special tax bonds secured by special taxes of such area and other special service areas contributing to the costs of and benefiting from such special services, the proposed special service area's pro rata share of which shall not exceed $4,700,000 (the "Bonds"), the proceeds of which shall be used to pay the cost of providing special municipal services to the proposed special service area, to fund certain reserves for, and interest on, the Bonds and initial administrative expenses relating to the proposed special service area, and to pay the cost of issuing the Bonds. The special municipal services to be provided to the proposed special service area may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances,roadway and signalization improvements,costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. The Bonds, if issued, shall be retired over a period not to exceed thirty (30) years from the date of their issuance and shall bear interest at a rate not to exceed seven percent (7%) per annum. The Bonds, if issued, shall be retired by the levy of an annual tax levied against each parcel of taxable property within the special service area pursuant to a special tax roll to pay the interest on the Bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the Subject Territory. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. This tax is to be levied upon all taxable property within the proposed special service area in accordance with the special tax roll. Section 5. Notice of Public Hearing. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 4 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten(10) days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the owner of the property. The notice to owners of record shall be in substantially the form set forth in Exhibit C to this Ordinance. 2 CH12 655313.2 Section 6. Supercede Conflicting Ordinances. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. 3 CH12_655313.2 PASSED by the Mayor and City Council of the United City of Yorkville this day of , 2006. Voting Aye(list names): Voting Nay(list names): Abstaining(list names): Absent(list names): City Clerk SIGNED by the Mayor this day of , 2006. Mayor ATTEST: City Clerk Published in pamphlet form , 2006. 4 CHI2_655313.2 IMIBIT A :....._.. SILVER FOX LEGAL DESCRIPTION THAT PART.OF SECTION 6,TOWNSHM 36 NORTH,RANGE 7 EAST OF THE TEM PRINCIPAL MERIDIAN DESCRIBED AS FOLWWS: BBGDINING AT A POM ON THE SoUTHERLY RTGm OF WAY ME OF THE BURLINGTON, NORTHERN RAILWAY COMPANY,WHICH POINT,PREVIOUSLY MONUNUMM BY A CONCRETE MONUMIINT,IS R&PORTED TO BE 50.54 FEET,SOUTH 61 DEGREES 06 bIINUTES 20 SECONDS WEST ALONG SAID RIGHT OF WAY FROM THE INTERSECTION OF SAID RIGHT OF WAY LIM AND THE NORTH I2M OF SAID SECTION 6; THENCE SOUTH 61 DEGREES 06 MII XrM 20 SECONDS WEST ALONG THE SOUTMMLY LM OF SAID RAUILOAD, 1437.98 FEET, THENCE SOUTH 01 DEGREES 28 IvlDANES 38 SECONDS EAST,406.94 MMT; THENCE SOUTH 25 DEGREES 1911WiCTPES 10 SECONDS EAST, 1326.82 FEET; THENCE SOUTH 2.4 DEGREES 50 MINUTES 33 SECONDS EAST, 1405.93 FEET; TfIENCE NORTH 75 DEGREES 51 NMMUTFS 51 SECONDS EAST, 1556.19 FEET; THENCE NORTH 14 DEGREES 05 MRAFIMS 45 SECONDS WEST;393.10 FEET; TTIENDE NORTH 77 DFMWS 27 DrII MM 51 SECONDS EAST. 11.20 FEET; THENCE NORTH 12 DEGREES 3S MIdETTES S9 SECONDS WEST 2406.69 FEET TO TIM C DMM LINE OF FOX ROAD; THIRKS SOUTH 62 DEGREES 58 MINUTES 18 SECONDS WEST,ALONG SAID CENTER LINE,581.48 FEET; THIENCE NORTH 21 DEGREES 46 IrIIPEUZEB 09 SECONDS WEST,784.86 FEET TO THE POINT OF BEGINNING,ODUMP I THAT PART IN FOX GLEN,BEING THAT PART OF THE FOREGOWO NORTH OF THE CENTER LINE OF FOX ROAD,AND EXCEPT THAT PART OF TIC NORTHWEST QUARTER OF SECTION 6,TOWNSHIP 36 NORTH,RANGE 7 BAST OF THE THIRD PR CWAL MERIDIAN,DESCRIBED AS FOLLOWS: 13Et3)rMO AT THE MITER LINE OF FOX ROAD AT THE SOUTHWEST CORNM-OF A SUBDIVISION KNOWN AS`FOX GLEN,KENDALL TOWNSHIP,KENDALL COUNTY;ILLINOIS; THENCE SOUTH 25 DEGREES 19 MIIMIES 10 SECONDS EAST ALONG THE WEST LINE OF LOT 19 IN SAID SUBDIVISION EXTENDED, 835.57 FEET;.THENCE NORTH 64 DEGREES 40 MDR=50 SECONDS EAST 217.38 FEET; THIENCE NORTH 18 DEGREES 20 WN TI RS 07 SECONDS WEST 708.61 FEE r, 71 NICE NORTH 18 DEGREES 46 WZOJI$S 0S SECONDS EAST 138.95.r TO THE SOLMMRLY RIGRT OF WAY LINE OF SAID FOX ROAD; TMNCE NORTH 25 DEGREES 41 MINUTES 24 SECONDS WEST 35.00 FEET TO SAID CENTER IME; TIMCE SOUTH 64 DEGREES 18 MINUTES 36 SECONDS WEST ALONG SAID CENTER LING,400.00 FEET TO THE POINT OF BEGINNING)IN THE TOWNSHIP OF KENDALL,MIDALL COUNTY,ILLINOIS, APED CONTAI Nm 10275+/-ACRES. PIN 05.06-100-008 EXHIBIT B Mau of Special Service Area Number 2006-114(Silver Fox) CHI2_655313.2 EXHIBIT LOCATION MAP N.T.S. SSA MAP SPECIAL SERVICE AREA #2006-114 F (SILVER FOX) ON KMH K LEGAL DESCTIPTHOH: THAT PART OF SECTION 6, TOWNSHIP 36 NORTH.RANGE 7 EAST OF THE IHIRD PRINCIPAL MERIDWI DESMED AS rQLO1I5 COWEN=AT A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILWAY COMPANY, WHICH POINT.PREVIOUSLY MONUNENTED BY A CONCRETE MONUMENT. IS REPORTED TO BE 50.54 FEET.SOUTH 61 DEGREES 09 MINUTES 34 SECONDS NEST ALONG SAID RIGHT OF WAY FROM THE INTERSECTION OF SAID RIGHT OF f 0O S LINE 0GRIE �OF 61 DEGREES 9 W SJ70 34 SECONDS NTHSM1 MLYLI E RAILROAD. 1437.95 FEET. THENCE SOUTH 01 DEGREES 25 MINUTES 24 SECONDS EAST, f 406.94 FEET; HENCE SOUTH 25 DEGREES 15 MINUTES 56 SECONDS EAST, 37210 FEET; THENCE NORTH 64 DEGREES 51 MINUTES 16 SECONDS EAST. ' 399.16 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 64 DEGREES 19 MINUTES 44 SECONDS EAST. 555.23 FEET. THENCE NORIIEAS71 RLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 17796.03 FEET AN ARC LENGTH OF 426.03 FEET; THENCE NORTH 62 DEGREES 57 MINUTES 26 SECONDS EAST, 74552 FEET; THENCE SOUTH 12 DEGREES 35 MINUTES 06 SECONDS EAST. 2370.47 FEET; THENCE SOUTH 77 DEGREES 15 MINUTES 05 SECONDS WEST. 11.23 FEET; THENCE SOUTH 14 DECREES 05 MINUTES 29 SECONDS EAST, 39262 FEET; TNFNCE SOUTH 75 DEGREES 51 MINUTES 47 SECONDS WEST.1557-07 FEET. THENCE NORTH 24 DEGREES 47 MINUTES 19 SECONDS WEST.890.54 FEET; THENCE NORTH 65 DECREES 12 MINUTES 41 SECONDS EAST.11.61 FEET: THENCE NORTH 07 DEGREES 47 MINUTES 55 SECONDS NEST.284.35 FEET; HENCE NORTH 16 DEt7 Frt 20 MINUTES 34 SECONDS NEST.1126.34 FEET; THENCE NORTH 16 DEGREES 48 MINUTES 30 SECONDS EAST.138.61 FEET TO THE POINT OF BEGINNING.IN THE UNITED CTY OF YORKVILLE,KENDALL COUNTY.ILLINOIS. P.O.C. Nk ..11 ,y N F �6e1'g fv rn �.�`Z696 p'S N � P.O. � y�� A 8964 891 r 138. 1 834'E u+ ®0. . w N SCALE FEET aA rn 0. 0 A J N65'12'41'E S 111 23 'S•W j 91.51, u1 ,557 O'• Engineering Enterprises, Inc. Civil Engineers do Land Surveyors 52 Wheeler Road NOVEMBER. 14. 2006 Sugar Grove, Illinois 60554 630/466-9350 PROD. YOO5p1OO EXHIBIT C NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2006-114(Silver Fox) NOTICE IS HEREBY GIVEN that on December 12, 2006 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois 60560, a hearing will be held by the United City of Yorkville to consider forming a special service area, to be called "United City of Yorkville Special Service Area Number 2006-114 (Silver Fox)," consisting of the territory legally described in Exhibit 1 to this Notice. The permanent tax index number of each parcel located within the proposed special service area is included in such Exhibit 1. The approximate street location is an area of approximately 102 acres located generally south of Fox Road, east of Pavillion Road, north of Illinois Route 71 and west of Fox Lawn, a Kendall County Subdivision. The general purpose of the formation of the United City of Yorkville Special Service Area Number 2006-114 (Silver Fox) is to provide for new construction of special municipal services to benefit the area which may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements,and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of$1,471,000 in accordance with the special tax roll referred to below; and (ii) the issuance of special tax or revenue bonds in an aggregate principal amount not to exceed $25,170,000 secured by such special taxes and special taxes from other special service areas benefiting from the special services, the proposed special service area's pro rata share of which shall not exceed$4,700,000, at an interest rate of not to exceed seven percent (7%) per annum and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. If Bonds are issued,the City shall be responsible for the maintenance of the special services. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the CHI2_655313.2 issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the United City of Yorkville Special Service Area Number 2006-114(Silver Fox)and by at least 51%of the owners of record of the land included within the boundaries of the United City of Yorkville Special Service Area Number 2006-114 (Silver Fox) is filed with the City Clerk of the United City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. CHI2 655313.2 __F.103iBIT I. TO NOTICB •___ . SILVER FOX LEGAL DESCRIPTION OF PROPERTY THAT PART OF SECTION 6,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THEM PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGDOMG AT A POINT ON THE SOUTE]ERLY RIGHT OF WAY T.1NE OF TAE BURLINGTON, NORTHERN RAILWAY COMPANY,WHICH POINT,PREVIOUSLY MONUNIETaM BY A CONCRETE MONUM(ENT,IS REPORTED TO BE 50.54 FEET,SOUTH 61 DENS 06 NGNUIES 20 SECONDS WEST ALONG SAID RIGHT OF WAY FROM THE INTERSECTION OF SAID RIGHT OF WAY LINE AND THE NORTH OF SAID SECTION 6; THENCE SOUTH 61 DEGREES 06 MINUTES 20 SECONDS WEST ALONG THE SOUTHERLY LINE OF SAID• RAILROAD,143.7.98 FEET; THENCE SOUTH Ol DEGREES 28 RJTES 38 SECONDS EAST MI, 406.94 FEET, THENCE SOUTH.25 DEGREES 19 M MJTES t0 SECONDS EAST,1326.22 FEET; THENCE SOUTH 24 DDS 50 MZNUMS 33 SECONDS EAST,1405.93 FEET; THENCE NORTH 75 DEGREES 51 MINUTES 31 SECONDS EAST, 1556.19 FEET; THENCE NORTH 14 DEGREES 05 MII4UTES 45 SECONDS WEST;393,10 FEET; TFIENDE NORTH 77 DEGREES 27 M(NINES 51 SECONDS EAST;11.20 FEET; THENCE NORTH 12 DEGREES 35 MENTlES 59 SECONDS WEST 2406.69 FEET TO THE CENM LINE OF FOX ROAD; THENCE SOUTH 62 DEGREES 58 MINUTES 18 SECONDS WEST,ALONG SAID-CENTER, L NE,581.48 FEET; THENCE NORTH 21 DEGREES 46 M 24UL-ES 09 SECONDS WEST, 784.86 FEET TO THE POINT OF BEGMaM,(EXCEPT THAT PART IN FOX GLEN BENNG THAT PART OF T7E FOREGOING NORTH OF THE CENTER LINE OF FOX ROAD,AND EXCEPT THAT PART Of THE NORTHWEST QUARTER OF SECTION 6,TOWNSHIP 36 NORT K RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BE(31Nr1 M AT THE CENTER LIM OF FOX ROAD AT THE SOUTHWEST CORNMOF A . SUBDIVISION KNOWN AS`FOX GLEN,KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS; THENCE NCE SOU1Ti 25 DB RUMS 19.M MINUTES 10 SECONDS EAST ALONG THE WEST LINE OF LOT 19 DST SAID SUBDMSION BXTBNDED, 835.57 FEET; .TTiFNCS NORTH 64 DEGREES 40 MINUTES SO SECONDS EAST 217.38 FEET; TfIENCE NORTH 18 DEGREES 20 MDRMRS 07 SECONDS WEST 708.61 FEET,' THENCE NORTH 18 DEGREES 46 MII EMLS 05 SECONDS EAST . 138.95 FEET TO TIRE SOUTHERLY R1GRT OF WAY LINE OF SAID FOX ROAD; THENCE NORTH 25 DEGREES 41 MMJTES 24 SECONDS WEST 35.00 FEET TO SAID CENTER LINE; THENCE SOUTH 64 DEGREES 18 MINUTES 36 SECONDS WEST ALONG SAID CENTER LIIF,400.00 FEET TO THE POINT OF BEGINNING)IN TEE TOWNSHIP OF KENDAM,KENDALL COUNTY,ILLINOIS. AND CONTAINING IMJ +/-ACRES. PIN 05-06-100-008 j �1A�c'� ORDINANCE NO. AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2006-115 (EVERGREEN FARM ESTATES)IN THE UNITED CITY OF YORKVILLE AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1. Authority. The City is authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), which provides, inter alia, the manner of levying or imposing taxes and issuing bonds for the provision of special services to areas within the boundaries of municipalities and counties. Section 2. Findings. The Mayor and City Council of the United City of Yorkville, Kendall County, Illinois(the"C ')find and determine as follows: a. One or more Owners of record (the "Owners") of that portion of the City described in Exhibit A attached hereto and made a part hereof, and with the permanent tax index numbers set forth in Exhibit A, (hereinafter the "Subject Territory") have expressed an interest in the City's construction, acquisition and installation of certain public improvements including engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers,potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements and other eligible costs(the "Improvements") to benefit their properties as further described herein to be built and owned by the City; and b. It is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory for the purpose of financing the Improvements to be built and owned by the City; and C. The special service area proposed for consideration is compact and contiguous and is outlined on the map of a portion of the City, which map is attached hereto as Exhibit B and made a part hereof; and d. The proposed special service area will benefit specially from the special services to be provided to the area. These proposed special services are in addition to municipal services provided to the City as a whole. Section 3. Progosal. In response to the expressed interest of the Owners, the Mayor and City Council of the City hereby propose the establishment of the United City of Yorkville CH12_655321.1 Special Service Area Number 2006-115 (Evergreen Farm Estates) for the construction, acquisition and installation of Improvements to serve the Subject Territory. Section 4. Public Hearing. A public hearing shall be held on the 12th day of December, 2006, at 7:00 p.m., at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2006-115 (Evergreen Farm Estates),in the Subject Territory. At the hearing, the following alternative methods of financing improvements within the proposed special service area will be considered: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of$798,000 in accordance with the special tax roll referred to below; and(ii)the borrowing of an amount not to exceed an aggregate principal amount of$25,170,000 to be evidenced by revenue bonds or special tax bonds secured by special taxes of such area and other special service areas contributing to the costs of and benefiting from such special services, the proposed special service area's pro rata share of which shall not exceed $2,550,000 (the "Bonds"), the proceeds of which shall be used to pay the cost of providing special municipal services to the proposed special service area, to fund certain reserves for, and interest on, the Bonds and initial administrative expenses relating to the proposed special service area, and to pay the cost of issuing the Bonds. The special municipal services to be provided to the proposed special service area may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. The Bonds, if issued, shall be retired over a period not to exceed thirty (30) years from the date of their issuance and shall bear interest at a rate not to exceed seven percent (7%) per annum. The Bonds,if issued, shall be retired by the levy of an annual tax levied against each parcel of taxable property within the special service area pursuant to a special tax roll to pay the interest on the Bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the Subject Territory. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. This tax is to be levied upon all taxable property within the proposed special service area in accordance with the special tax roll. Section 5. Notice of Public Hearin>;. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 4 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot,block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten(10)days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the owner of the property. The notice to owners of record shall be in substantially the form set forth in Exhibit C to this Ordinance. 2 CHI2_655321.1 Section 6. Supercede Conflicting Ordinances. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. 3 CHI2_655321.1 PASSED by the Mayor and City Council of the United City of Yorkville this day of , 2006. Voting Aye(list names): Voting Nay(list names): Abstaining(list names): Absent(list names): City Clerk SIGNED by the Mayor this day of 92006. Mayor ATTEST: City Clerk Published in pamphlet form , 2006. 4 CHI2 655321.1 F.BHIBIT A EVERGREEN FARM LEGAL DESCRIPTION THAT PART OF SECTION 6,TOWN"36 NORTH,RANGE 7 FAST OF THE THIRD•PRINWAL MERIDIAN DESK BY OOMMBkiNG AT THE NORTHEAST CORNER OF THE NOR;Iwww QUART OF SAID MMON 6;T*NM WEST 233.9 FEET ALONG THE NORTH LINE OF SAID SECTION 6 TO THE SOUTHEASTERLY LINE OF THE RIGHT-OF-WAY OF THE tMCAGO,BURLIWM&QUDK1f RAILROAD COMPANY;THENCE SOUTH 610 06'20'WEST ALONG SAID RIGHT-OF-WAY LINE 148852 FEET FOR A POINT OF ;THENCE SOUTH 010 291 38-EAST 406.94 FEET;THENCE SOUTH 2P IV 10" EAST 1326.82 FEET;THENCE SOUTH 240 05'33-EAST 587.67 FEET;THENCE SOUTH 660 49 4r WEST 1560.96 FEET TO THE CENTER LIRE OF A GPAVEL ROAD;THE NORTH 220191 4W WEST ALONG SAID aNm LDa i25B.64 FEET;THENCE NORTH 060 l3'10'WEST ALONG THE CENm Lie OF SAID GRAVEL ROAD 250.27 FETES TO THE ClXM LINE OF FOX ROAD,-,THENCE SOUTH 630 42'5(r WEST ALONG THE CENTER LINE OF FOX ROAD 43.37 FEET;THENCE NORTH OF 38'Sr WEST.676.69 FEET TO THE AFORESAID 9OUT'HEAST ERLY RIGHT-OFWAY LINr*Tt NCE NORTH 610 0G 20-EAST ALONG SAID RIGHT-OF-WAY UWE 143L91 FEET TO THE POINT OF BBGD#MNG IN KENDALL TOWNSHIP,LEND ALL COUNTY,ILLINOIS, DXCEPTING THEREFRI M THE S 0.0 Y 35 FEET OF THE 9OU RMESTEMY 469.81 FEET THEREOF AND ALSO EXCEPTING THEREMOM THE FOLLOWING PARCEL OF PROPL9RIY,FROM THE POINT OF BEGMING AFORESAID;THEM SOUTH 010 28'38' EAST 406.94 FEET;THENCE SOUTH 250191 l0'EAST 305.69 FELT TO THE CENTER UM OF FOX ROAD FOR A NEW POINT OF ;THENCE SOUTH 25019 10-EAST 1021.13 FEET;THENCE SOUTH 240 so'33-FAST 587.67 FEET;THENCE SOUTH 660 45'4r WEST 625.43 FEET;THENCE NORTH 290 19110'WEST 1540.44 FEET TO SAID CENTER LINE OF FOX ROAD;THENCE NORTH 630 42'50-EAST AUONG SAID CENTER LINE 630.0 FEET TO THE POI XT OF BEGIMM IN KEIWL TOWHSTO, KENDALL CDUNTY,ILLINOIS. PIN 05-06-100-012 EXHIBIT B Map of Special Service Area Number 2006-115 (Evergreen Farm) CH12_655321.1 EXHIBIT LEGAL DESCRIPTION: THAT PART OF SECTION 6.TOWNSHIP 36 NORTH. RANGE 7 EAST OF THE THIRD SSA M A P PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 6: THENCE WEST.23369 OFFTTHE GHTn-OF-WAY{O TITHE CHICAGO�RLIIGTO Q RAILROAD SPECIAL SERVICE COMPANY; THENCE SOUTH 61 DEGREES 05 MINUTES 20 SECONDS WEST ALONG SAID RIGHT-OF-WAY LINE.1466.52 FEET FOR THE POINT OF BEGINNING; THENCE AREA #2006-115 SOUTH 01 DECREES 26 MINUTES 35 SECONDS EAST.407.22 FEET; THENCE SOUTH 25 DEGREES 17 MINUTES 00 SECONDS EAST.340.26 FEET TO THE (EVERGREEN FARM ESTATES) CENTERLINE OF FOX ROAD: THENCE SOUTH 63 DEGREES 46 MINUTES 00 SECONDS WEST ALONG SAID CENTERLINE.630.00 FEET; THENCE SOUTH 25 DEGREES 17 MINUTES 00 SECONDS EAST.1541.42 FEET; THENCE SOUTH 66 DEGREES 46 MINUTES 52 SECONDS WEST, 465.70 FEET; THENCE NORTH 22 DEGREES 23 MINUTES 41 SECONDS WEST, 350.00 FEET: THENCE SOUTH 66 DEGREES DEGREES 23 MINUTES 41 SECONDS S WEST-9911165 FEET- THENCE NORTH 05 DEGREES 05 MINUTES 55 SECONDS WEST.249.34 FEET: THENCE SOUTH 63 DEGREES 46 MINUTES 00 SECONDS WEST.44.04 FEET; THENCE NORTH 06 DEGREES 35 MINUTES 42 SECONDS WEST.676.66 FEET TO SAID RIGHT-OF-WAY LINE; THENCE NORTH 61 DECREES 09 MINUTES 30 SECONDS EAST ALOW SAID RIGHT-OF-WAY LINE. 1432.31 FEET TO THE POINT OF 6EGINNNR IN THE UNITFA /N90T70'OO'W CITY OF YORKV6IE KENDALL COUNTY.ILLINOIS 0' 300' Z SCALE FEET 0 .y► P.O.B. / / z 6•�• SGY46'00'w LOCATION MAP r 44.04' / N.T.S. *Ok*/ / in 9% �N \ a� \ �0 9L Z� s Engineering "Inem E 6 irp�Fi SL 1 odor Road NOVEMBER 13 2006 u Mi SM90F GOTH, Howls 60554 630/4QQ-111M PROD. Y0041100 x EXHIBIT C NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2006-115 (Evergreen Farm Estates) NOTICE IS HEREBY GIVEN that on December 12, 2006 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois 60560, a hearing will be held by the United City of Yorkville to consider forming a special service area, to be called "United City of Yorkville Special Service Area Number 2006-115 (Evergreen Farm Estates)," consisting of the territory legally described in Exhibit 1 to this Notice. The permanent tax index number of each parcel located within the proposed special service area is included in such Exhibit 1. The approximate street location is an area consisting of approximately 49 acres located generally at the southeast corner of Fox Road and Pavillion Road in the City. The general purpose of the formation of the United City of Yorkville Special Service Area Number 2006-115 (Evergreen Farm Estates) is to provide for new construction of special municipal services to benefit the area which may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i)the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $798,000 in accordance with the special tax roll referred to below; and (ii)the issuance of special tax or revenue bonds in an aggregate principal amount not to exceed $25,170,000 secured by such special taxes and special taxes from other special service areas benefiting from the special services, the proposed special service area's pro rata share of which shall not exceed $2,550,000, at an interest rate of not to exceed seven percent (7%) per annum and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. If Bonds are issued,the City shall be responsible for the maintenance of the special services. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the CHI2_655321.1 issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the United City of Yorkville Special Service Area Number 2006-115 (Evergreen Farm Estates) and by at least 51% of the owners of record of the land included within the boundaries of the United City of Yorkville Special Service Area Number 2006-115 (Evergreen Farm Estates) is filed with the City Clerk of the United City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. CHI2 655321.1 EXHIBIT 1 TO NOTICE EVERGREEN FARM LEGAL DECRIPTION OF PROPETY THAT PART OF SECRON 6,TC7MVNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD.PRINCIPAL MERIDIAN DESMIBE BY COML494M4 AT THE NORTHEAST CORNER OF THE NORTHWEST QWWER OF SAID SECTION 6;THENCE WEST 233.9 FEET ALONG THE NORTH LINE OF SAID SECTION 6 TO THE SOUTHEAS IMLY LINE OF THE RIGHT-OFWAY OF THE CHICAGO,SMINGTON&QUINC1f RAILROAD COMPANY;THENCE SOUTH 610 06'2W WEST ALONG SAID RIGHT-OF-WAY LINE 1488.52 FEET FOR A POINT OF BEGINNING;THENCE SOUTH 010 26.38'EAST 406.94 FEET;THHENCE SOUTH 25019'UL": EAST 1326.82 F EM,THENCE SOUTH 240 OF 33•EAST 567.67 FEET;THENCE SOUTH 660 49,W WEST 1560.96 FEET TO THE CENTER LINE OF A GRAVEL ROAD;THENCE NORTH 22019 40'WEST ALONG SAID CENTER LINE 1258.64 FEET;THENCE NORTH o6013'i(r wwr ALONG THE CENTER ium of SAID GRAVEL ROAD 250.27 FEET T INN O THE ER LINE OF PDX ROAD;THENCE SOUTH 630 42!So' WEST ALONG THE CENTER LINE OF FOX ROAD 43.37 FAT;THENCE NORTH 060 38'Sr WEST 676.69 FEET TO THE AFORESAID SOUTHEAST MlY RIGHT-OF-WAY LINE;THENCE NORTH 610 0G 2W EAST ALONG SAID RIGHT-"AY LINE 143L91 FEET TO THE POINT OF BEGINNING IN lQENDALL TOWNSK P,MOALL COUNTY,ILLINOIS,DME TING THEREFROM THE SOUTHEASTERLY 35 MO FEET OF THE SOUTHWE5Tmy 469.81 FEET THEREOF AND ALSO ExavTTNG TFERe ROM THE FOLLOWING PARCEL OF PROPERTY,FROM THE POINT OF BEGINNING AFORESAID;THENCE SOUTH 010 2B'38` EAST 406.94 FEET;THENCE SOUTH 25019'10"'EAST 305.69 PEST TO THE CENTER LINE OF FOOL ROAD FOR A NEW POINT OF OEGINNING;THENCE SOUTH 25019 10'EAST 1021.13 PELT;THENCE SOUTH 240 50'33.OW 587.67 FEET;THENCE SOUTH 660 474r WEST 625.43 FEET;T11En NORTH so 1710"W6T 1590.44 FWTTO SAID CENTER LINE OF Fox RC+AD;THENCE NORTH 630 4Y 50'EAST ALONG SAID CeM LINE 630.0 FEET TO THE POINT OF BEGINNING IN KE NDAL L TOWNSHIP, LO:NDALL CDUNIY, ILLINOIS. PIN 05-06-100-012 ORDINANCE NO. AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2006-116(ASPEN RIDGE)IN THE UNITED CITY OF YORKVILLE AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1. Authority. The City is authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), which provides, inter alia, the manner of levying or imposing taxes and issuing bonds for the provision of special services to areas within the boundaries of municipalities and counties. Section 2. Findings. The Mayor and City Council of the United City of Yorkville, Kendall County, Illinois(the"City") find and determine as follows: a. One or more Owners of record (the "Owners") of that portion of the City described in Exhibit A attached hereto and made a part hereof, and with the permanent tax index numbers set forth in Exhibit A, (hereinafter the "Subject Territory") have expressed an interest in the City's construction, acquisition and installation of certain public improvements including engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, stone drainage systems, stone sewers,potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements and other eligible costs(the "Improvements') to benefit their properties as further described herein to be built and owned by the City; and b. It is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory for the purpose of financing the Improvements to be built and owned by the City; and C. The special service area proposed for consideration is compact and contiguous and is outlined on the map of a portion of the City, which map is attached hereto as Exhibit B and made a part hereof;and d. The proposed special service area will benefit specially from the special services to be provided to the area. These proposed special services are in addition to municipal services provided to the City as a whole. Section 3. Pro osal. In response to the expressed interest of the Owners, the Mayor and City Council of the City hereby propose the establishment of the United City of Yorkville CHI2_655325.1 Special Service Area Number 2006-116 (Aspen Ridge) for the construction, acquisition and installation of Improvements to serve the Subject Territory. Section 4. Public Hearing. A public hearing shall be held on the 12th day of December, 2006, at 7:00 p.m., at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2006-116(Aspen Ridge), in the Subject Territory. At the hearing, the following alternative methods of financing improvements within the proposed special service area will be considered: (i)the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1,947,000 in accordance with the special tax roll referred to below; and (ii)the borrowing of an amount not to exceed an aggregate principal amount of $25,170,000 to be evidenced by revenue bonds or special tax bonds secured by special taxes of such area and other special service areas contributing to the costs of and benefiting from such special services, the proposed special service area's pro rata share of which shall not exceed $6,220,000 (the "Bonds"), the proceeds of which shall be used to pay the cost of providing special municipal services to the proposed special service area, to fund certain reserves for, and interest on, the Bonds and initial administrative expenses relating to the proposed special service area, and to pay the cost of issuing the Bonds. The special municipal services to be provided to the proposed special service area may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. The Bonds, if issued, shall be retired over a period not to exceed thirty (30) years from the date of their issuance and shall bear interest at a rate not to exceed seven percent (7%) per annum. The Bonds, if issued, shall be retired by the levy of an annual tax levied against each parcel of taxable property within the special service area pursuant to a special tax roll to pay the interest on the Bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the Subject Territory. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. This tax is to be levied upon all taxable property within the proposed special service area in accordance with the special tax roll. Section 5. Notice of Public Hearin. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 4 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten(10) days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the owner of the property. The notice to owners of record shall be in substantially the form set forth in Exhibit C to this Ordinance. 2 CHI2_655325.1 Section 6. Sunercede Conflicting Ordinances. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. 3 CHI2_655325.1 PASSED by the Mayor and City Council of the United City of Yorkville this day of , 2006. Voting Aye (list names): Voting Nay(list names): Abstaining(list names): Absent(list names): City Clerk SIGNED by the Mayor this day of , 2006. Mayor ATTEST: City Clerk Published in pamphlet form ,2006. 4 CHI2_655325.1 EXHIBIT A ASPEN RIDGE LEGAL DESCRIPTION THAT PART OF SECTION 5 AND THAT PART OF THE EAST HALF OF SECTION 6,AND THAT PART OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THWI)PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:BEGINNING AT THE SOS CORNER OF UNIT FIVE,FOXLAWN;THENCE NORTH 67 DEGREES 26 M MUTES 00 SECONDS EAST ALONG THE SOUTHERLY LINE OF UNIT FIVE,FOXLAWN 816.1 FEET TO THE SOUTHEASTERLY CORNER THEREOF;THENCE NORTH 67 DEGREES 20 MINUTES 16 SECONDS EAST ALONG A FENCE LINE 1473.92 FEET;THENCE SOUTH 16 DEGREES 21 MINUTES 28 SECONDS EAST ALONG A FENCE LINE 1537.61 FEET;THENCE SOUTH 16 DEGREES 28 MINUTES 31 SECONDS EAST ALONG A FENCE LINE 2,228.02 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NUMBER 71,THIS COURSE HEREINAFTER REFERRED TO AS LINE'A;THENCE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE,BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 510559 FEfiT,A DISTANCE OF 90.13 FEET TO A LINE DRAWN PARALLEL WITH AND 90 FEET WESTERLY OF,AS MEASURED AT RIGHT ANGLES TO,LINE W AFORESAID;THENCE NORTH 16 DEGREES 28 NIINITIES 31 SECONDS WEST ALONG SAID LINE DRAWN PARALLEL WITH LINE W 48493 FEET;THENCE SOUTH 72 DEGREES 05 M 4 TIES 18 SECONDS WEST 473.01 FEET;THENCE SOUTH 16 DEGREES 28 MINUMES 31 SECONDS EAST 272.84 FEET;THENCE SOUTH 32 DEGREES 41 M &TM 01 SECONDS EAST 188.57 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE NUMBER 71;THENCE SOUTH 74 DEGREES 35 MINUTES 16 SECONDS WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE 440.05 FEET TO THE SOUTHEASTERLY CORNER OF A TRACT OF LAND CONVEYED TO GEORGE C.BELL AND WIFE BY WARRANTY DEED RECORDED JANUARY 13,1971 AS DOCUMENT 71-93;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST ALONG AN EASTERLY LINE OF SAID BELL TRACT 240 FEET TO AN ANGLE IN SAID EASTERLY LINE;THENCE NORTH 74 DEGREES 42 M NUTES 30 - SECONDS EAST 100 FEET;THENCE NORTH 18 DEGREES 07 MIMTTES 30 SECONDS WEST 360 FEET,THENCE SOUTH 74 DEGREES 42 MINUTES 30 SECONDS WEST 371 FEET;THENCE SOUTH 18.DEGREES 07 MINI) ES 30 SECONDS EAST 182 FEET; THENCE SOUTH 74 DEGREES 47 MINUTES 30 SECONDS WEST 418 FEET TO THE EASTERLY LINE OF A TRACT OF LAND CONVEYED TO MERVIN J.WISSMII.L.ER AND WIFE BY WARRANTY DEED RECORDED APRIL 30, 1974 AS DOCUMENT 74 1947;THENCE NORTH 18 DEGREES 07 MIIdUUTES 30 SECONDS WEST ALONG SAID EASTERLY LINE 576.02 FEET TO THE NORTHEAST CORNER OF SAID WISSM LLER TRACT;THENCE SOUTH 72 DEGREES 23 MINUTES 49 SECONDS WEST ALONG THE NORTHERLY LINE OF SAID TRACT 720.25 FEET;THENCE NORTH 13 DEGREES 56 MINUTES 14 SECONDS WEST 2495.06. FEET TO THE POINT OF BEGINNING,(EXCEPT THAT PART OF THIN SOUTHWEST QUARTER OF SECTION 5,AND THAT PART OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 36 NORTH,RANGE 7 FAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 5;THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 5,36234 FEET;THENCE NORTH 14 DEGREES 17 MINUTES I 1 SECONDS WEST 1895 FEET TO THE NORTH LINE OF ILLINOIS STATE ROUTE NUMBER 71; THENCE WESTERLY ALONG SAID NORTH LING TO A POINT WHICH IS 90.0 FEET NORMALLY DISTANT WESTERLY OF THIN LAST DESCRIBED COURSE;THENCE WESTERLY ALONG SAID NORTH LINE,BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 5,10559 FEET,191.17 FEET;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 117.50 FEET;THENCE SOUTH 82 DEGREES 06 MRR) ES 09 SECONDS WEST ALONG.SAID NORTH LINE 112.0.FEET;THENCE SOUTH 82 DEGREES 06 MDR)TES 09 SECONDS WEST ALONG SAID NORTH LINE 36.76 FEET TO AN ANGLE POINT IN SAD NORTH LINE;THENCE SOUTH 76 DEGREE'S 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 278.0 FEET FOR THE POINT OF BEGINNING;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG. SAID NORTH LINE,125.59 FEET TO THE SOUTHEASTERLY CORNER OF A TRACT OF LAND CONVEYED TO GEORGE G BELL,AND HIS WIFE BY WARRANTY DEED RECORDED JANUARY.13,1971 AS DOCUMENT 71-93;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST ALONG AN EASTERLY LINE OF SAID BELL TRACT,240 FEET TO AN ANGLE IN SAID EASTERLY LINE;THENCE NORTH 74 DEGREES 42 MINUTES 30 SECONDS EAST TO A LINE DRAWN NORTHWESTERLY FROM,AS MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID ROUTE 71,FROM THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG SAID LINE TO THE POINT OF BEGINNING;AND ALSO EXCEPT THAT PART OF THIS SOUTH HALF OF SECTION 5,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 5;THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 5,362.34 FEET;THENCE NORTH 14 DEGREES 17 MINUTES 11 SECONDS WEST 189.5 FEET TO THE NORTH LINE OF ILLINOIS STATE ROUTE NUMBER 71;THENCE WESTERLY ALONG SAID NORTH LINE TO A POINT WHICH IS 90.0 FEET NORMALLY DISTANT WESTERLY OF THE LAST DESCRIBED COURSE, THENCE WESTERLY ALONG SAID NORTH LINE,BEING ALONG A CURVE TO THE LEFT'HAVING A RADIUS OF 5,105.59 FEET,191.17 FEET;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 117.50 FEET, THENCE SOUTH 82 DEGREES 06 MINUTES 09 SECONDS WEST ALONG SAID NORTH LINE 112.0-FEET;THENCE NORTH 30 DEGREES 36 MINUTES 39 SECONDS WEST 18857 FEET TO THE POINT OF BEGINNING;THENCE?SOUTH 30 DEGREES 36 MINUTES 39 SECONDS EAST 188.57 FEET;THENCE SOUTH 82 DEGREES 06 MINUTES 09 SECONDS WEST ALONG SAID NORTH LINE 36.76 FEET TO AN ANGLE POINT IN SAID NORTH LINE;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 278.0 FEET;THENCE NORTHWESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 300.0 FEET;THENCE NORTHEASTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 259.40 FEET TO A LINE DRAWN NORTH 14 DEGREES 17 MINUTES 11 SECONDS WEST FROM THE POINT OF BEGINNING;THENCE SOUTH 14 DEGREES 17 MINUTES 11 SECONDS EAST 12325 FEET TO THE POINT OF BEGINNING)IN THE TOWNSHIP OF KENDALL, KENDAL.L COUNTY,ILLINOIS. PIN: 04-01-426-001 and 05-06-301-001 EXHIBIT B May of Special Service Area Number 2006-116 (Aspen Ridge) CHI2_655325.1 EXHIBIT LOCATION MAP N.T.S. SSA MAP SPECIAL SERVICE AREA #2006-116 LEGAL DESCRIPTION: (ASPEN RIDGE ESTATES) THAT PART OF SECTIONS 6 AND 7.1011INSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEMMM AT THE NORTHVEST CORNER OF'PAVILLION HEIGHTS.UNIT FOUR.KENDALL COUNTY. 0.UNOIS', THENCE SOUTH 80 DEGREES 29 MINUTES 42 SECONDS NEST ALONG THE NORTH LINE EXTENDED OF SAID PAVILLION HEIGHTS, UNIT FOUR.576.20 FEET: THENCE SOUTH 60 DECREES 32 MINUTES 33 SECONDS WEST.1345.72 FEET 70 A STONE MONUMENT. THENCE NORTH 06 DEGREES 06 MINUTES 10 SECONDS VEST.162296 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF FOX ROAD. THENCE NORTHEASTERLY ALONG SAID SOUTH LINE BEING A CARVE TO THE LEFT HAVING A RADIUS OF 36.720 FEET AND CHORD BEARING l NORTH 64 DECREES 3 MINUTES 24 SECONDS EAST. AN ARC LENGTH OF 463.94 FEET. THENCE NORTH 64 DEGREES 16 MINUTES 01 SECONDS EAST ALONG SAID SOUTH LINE. 796.96 FEET. THENCE NORTHEASTERLY ALONG SAID SOUTH RIGHT OF WAY LINE SAID LINE BEING A CURVE TO LEFT WITH A RADIUS OF 35.045 FEET AND CHORD BEARING NORTH 63 DEGREES 50 MINUTES 31 SECONDS EAST. AN ARC LENGTH OF 305.79 FEET, THENCE NORTH 63 DEGREES 45 MINUTES 56 SECONDS EAST ALONG SAID SOUTH LINE. 709.33 FEET, THENCE SOUTH 63 DEGREES 28 MINUTES 11 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE. 69.63 FEET TO A PONT ON THE WEST RIGHT OF WAY LINE OF PAVILUON ROAD. 11"CE NORTH 05 DECREES 01 MINUTES 01 SECONDS WEST ALONG SAID WEST RIGHT OF WAY LINE,59.64 FEET: THENCE NORTH 63 DEGREES 45 MINUTES 56 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE.26.62 FEET TO A POINT ON THE CENTERLINE OF PAVILLION ROAD; THENCE SOUTH 05 DEGREES 01 MINUTES 01 SECONDS EAST ALONG SAID CENTERLINE.20291 FEET. THENCE SOUTH 22 DECREES 16 MINUTES 52 SECONDS EAST ALONG SAID CENTERLINE. 2346.22 FEET. THENCE SOUTH 60 DEGREES 29 MINUTES 42 SECONDS WEST ALONG THE NORTH LIE OF SAID PAVIL JON HEIGHT UNIT FOUR,695.26 FEET TO THE POINT OF BEGINING.IN THE UNITED CITY OF YORKVIUE,K ENDALL COUNTY. ILLINOIS. N63'45'58'E 26.82' N05'01'01"W o 59.64' c U � a "fL N Ogg N6S pg' m ���� 19 7 S63'28'11'E O PO 0���k5 p0 69.83' �0 1464•,6 g9 -196 0' 400' Vr6�.9 S FEET R�6 N ark'V N Ns Y Z 0 N f P.O.B. S80'29'42"W 580.29.42 yU 95.26 576.28 R 560.32'33"W 1345.72 /r 2 8 Engineering Enterprises,Inc. AN Engineers # Land Surveyors NOVEMBER. 14. 2006 52 lhader Rood SMW QroM N*wb 60 554 030/466—INM PROD. Y0044105 EXHIBIT C NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2006-116(Aspen Ridge) NOTICE IS HEREBY GIVEN that on December 12, 2006 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois 60560, a hearing will be held by the United City of Yorkville to consider forming a special service area, to be called "United City of Yorkville Special Service Area Number 2006-116 (Aspen Ridge)," consisting of the territory legally described in Exhibit 1 to this Notice. The permanent tax index number of each parcel located within the proposed special service area is included in such Exhibit 1. The approximate street location is an area of approximately 126 acres generally located at the southwest corner of Fox Road and Pavillion Road in the City. The general purpose of the formation of the United City of Yorkville Special Service Area Number 2006-116 (Aspen Ridge) is to provide for new construction of special municipal services to benefit the area which may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances,roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1.,947,000 in accordance with the special tax roll referred to below; and (ii) the issuance of special tax or revenue bonds in an aggregate principal amount not to exceed $25,170,000 secured by such special taxes and special taxes from other special service areas benefiting from the Special Services,the proposed special service area's pro rata share of which shall not exceed$6,220,000, at an interest rate of not to exceed seven percent (7%) per annum and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. If Bonds are issued, the City shall be responsible for the maintenance of the special services. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the CHI2 655325.1 City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the United City of Yorkville Special Service Area Number 2006-116 (Aspen Ridge) and by at least 51% of the owners of record of the land included within the boundaries of the United City of Yorkville Special Service Area Number 2006-116 (Aspen Ridge) is filed with the City Clerk of the United City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. CH12 655325.1 EXHIBIT 1 TO NOTICE ASPEN RIDGE LEGAL DESCRIPTION OF PROPERTY. THAT PART OF SECTION 5 AND THAT PART OF THE EAST HALF OF SECTION 6,AND THAT PART OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD.PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER OF UNIT FIVE,FOXLAWN;THENCE NORTH 67 DEGREES 26 NIDIUTES 00 SECONDS EAST ALONG THE SOUTHERLY LINE OF UNIT FIVE,FOXLAWN 816.1 FEET TO THE SOUTHEASTERLY CORNER THEREOF;THENCE NORTH 67 DEGREES 20 MINUTES 16 SECONDS EAST ALONG A FENCE LINE 1473.92 FEET;THENCE . SOUTH 16 DEGREES 21 MINUTES 28 SECONDS EAST ALONG A FENCE LINE 1537.61 FEET;THENCE SOUTH 16 DEGREES 28 MINUTES 31 SECONDS EAST ALONG A FENCE LINE 2,228.02 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF ILLINOLS STATE ROUTE NUMBER 71,THIS COURSE HEREINAFTER REFERRED TO AS LINE w.THENCE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE,BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 5105.59 FEET,A DISTANCE OF 90.13 FEET TO A LINE DRAWN PARALLEL WITH AND 90 FEET WESTERLY OF,AS MEASURED AT RIGHT ANGLES TO,LINE W AFORESAID;THENCE NORTH 16 DEGREES 28 MINUTES 31 SECONDS WEST ALONG SAID LINE DRAWN PARALLEL WITH LINE W 484.93 FEET;THENCE SOUTH 72 DEGREES 05 MINUTES 18 SECONDSWEST 473.01 FEET;THENCE SOUTH 16 DEGREES 28 MINUTES 31 SECONDS EAST 272.84 FEET;THENCE SOUTH 32 DEGREES 41 MINUTES 01 SECONDS EAST 188.57 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE NUMBER 71;THENCE SOUTH 74 DEGREES 35 MINI]TES 16 SECONDS WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE 440.05 FEET TO THE SOUTHEASTERLY CORNER OF A TRACT OF LAND CONVEYED TO GEORGE C.BELL AND WIFE BY WARRANTY DEED RECORDED JANUARY 13,1971 AS DOCUMENT 71-93;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST ALONG AN EASTERLY LINE OF SAID BELL TRACT 240 FEET TO AN ANGLE IN SAID EASTERLY LINE;THENCE NORTH 74 DEGREES 42 MINUTES 30 SECONDS EAST 100 FEET;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST 360 FEET;THENCE SOUTH 74 DEGREES 42 MINUTES 30 SECONDS WEST 371 FEET;THENCE SOUTH 18DEGREES 07 MINUTES 30 SECONDS EAST.182 FEET; THENCE SOUTH 74 DEGREES 47 MINUTES 30 SECONDS WEST 418 FEET TO THE EASTERLY LINE OF A TRACT.OF LAND CONVEYED TO MERVIN J.WISSMILLER AND WIFE BY WARRANTY DEED RECORDED APRIL 30,1974 AS DOCUMENT 74- 1947;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST ALONG SAID EASTERLY LINE 576.02 FEET TO THE NORTHEAST CORNER OF SAID WISSMILLER TRACT;THENCE SOUTH 72 DEGREES 23 MINUTES 49 SECONDS WEST ALONG THE-NORTHERLY LINE OF SAID TRACT 720.25 FEET;THENCE NORTH 13 DEGREES 56 MINUTES 14 SECONDS WEST 2495.06 FEET TO THE POINT OF BEGINNING,(EXCEPT THAT PART OF THE SOUTHWEST QUARTER OF SECTION 5,AND THAT PART OF THE NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIItD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 5;THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 5,362.34 FEET,THENCE NORTH 14 DEGREES 17 MINUTES 11 SECONDS WEST 189.5 FEET TO THE NORTH LINE OF ILLINOIS STATE ROUTE NUMBER 71; THENCE WESTERLY ALONG SAID NORTH TINE TO A POINT WHICH IS 90.0 FEET NORMALLY DISTANT WESTERLY OF THE LAST DESCRIBED COURSE;THENCE WESTERLY ALONG SAID NORTH LINE,BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 5,105.59 FEET,191.17 FEET;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 117.50 FEET;THENCE SOUTH 82 DEGREES 06 MINUTES 09 SECONDS WEST ALONG.SAID NORTH LINE 112.0 FEET;THENCE SOUTH 82 DEGREES 06 MINUTES 09 SECONDS WEST ALONG SAID NORTH LINE 36.76 FEET TO AN ANGLE POINT IN SAD NORTH LINE,THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 278.0 FEET FOR THE POINT OF BEGINNING;THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG- SAID NORTH LINE,125.59 FEET TO THE SOUTHEASTERLY CORNER OF A TRACT OF LAND CONVEYED To GEORGE a BELL,AND HIS WIFE BY WARRANTY DEED RECORDED JANUARY.13,1971 AS DOCUMENT 71-93;THENCE NORTH 18 DEGREES 07 MINUTES 30 SECONDS WEST ALONG AN EASTERLY LINE OF SAID BELL TRACT,240 FEET TO AN ANGLE IN SAID EASTERLY LINE;THENCE NORTH 74 DEGREES 42 MINUTES 30 SECONDS EAST TO A LINE DRAWN NORTHWESTERLY FROM,AS MEASURED AT RIGHT ANGLES TO THE NORTHERLY LINE OF SAID ROUTE 71,FROM THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG SAID LINE TO THE POINT OF BEGINNING;AND ALSO EXCEPT THAT PART OF THE SOUTH HALF OF SECTION 5,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS- FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 5;THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 5,362.34 FEET;THENCE NORTH 14 DEGREES 17 MINUTES 11 SECONDS WEST 189.5 FEET TO THE NORTH LINE OF ILLINOIS STATE ROUTE NUMBER 71;THENCE WESTERLY ALONG SAID NORTH LINE TO A POINT WHICH IS 90.0 FEET NORMALLY DISTANT WESTERLY OF THE LAST DESCRIBED COURSE; THENCE WESTERLY ALONG SAID NORTH LINE,BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 5,10559 FEET, 191.17 FEET,THENCE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WEST ALONG SAID NORTH LINE 11750 FEET; THENCE SOUTH 82 DEGREES 06 MINUTES 09 SECONDS WEST ALONG SAID NORTH LINE 112.0-FEET;THENCE NORTH 30 DEGREES 36 MINUTES 39 SECONDS WEST 18857 FEET TO THE POINT OF BEGINNING;THENCE SOUTH 30 DEGREES 36 MINUTES 39 SECONDS EAST 188.57 FEET;THENCE SOUTH 82 DEGREES 06 M &TM 09 SECONDS WEST ALONG SAID NORTH LINE 36.76 FEET TO AN ANGLE POINT IN SAID NORTH LINE,VICE SOUTH 76 DEGREES 07 MINUTES 12 SECONDS WESTAALONG SAID NORTH LINE 278.0 FEET;THENCE NORTHWESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 300.0 FEET,THENCE NORTHEASTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 259.40 FEET TO A LINE DRAWN NORTH 14 DEGREES 17 MINUTES 11 SECONDS WEST FROM THE POINT OF BEGINNING;THENCE SOUTH 14 DEGREES 17 MINUTES 11 SECONDS EAST 123.25 FEET TO THE POINT OF BEGINNING)IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY,ILLINOIS. PIN: 04-01-426-001 and 05-06-301-001 PIA Yc�. # '� ORDINANCE NO. AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2006-117 (CHALLY FARM)IN THE UNITED CITY OF YORKVILLE AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1. Authority. The City is authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), which provides, inter alia, the manner of levying or imposing taxes and issuing bonds for the provision of special services to areas within the boundaries of municipalities and counties. Section 2. Findings. The Mayor and City Council of the United City of Yorkville, Kendall County,Illinois(the"Cit ') find and determine as follows: a. One or more Owners of record (the "Owners") of that portion of the City described in Exhibit A attached hereto and made a part hereof, and with the permanent tax index numbers set forth in Exhibit A, (hereinafter the "Subject Territory") have expressed an interest in the City's construction, acquisition and installation of certain public improvements including engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers,potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements and other eligible costs(the "Improvements") to benefit their properties as further described herein to be built and owned by the City; and b. It is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory for the purpose of financing the Improvements to be built and owned by the City; and C. The special service area proposed for consideration is compact and contiguous and is outlined on the map of a portion of the City, which map is attached hereto as Exhibit B and made a part hereof; and d. The proposed special service area will benefit specially from the special services to be provided to the area. These proposed special services are in addition to municipal services provided to the City as a whole. Section 3. Proposal. In response to the expressed interest of the Owners, the Mayor and City Council of the City hereby propose the establishment of the United City of Yorkville CHI2 654640.2 Special Service Area Number 2006-117 (Chally Farm) for the construction, acquisition and installation of Improvements to serve the Subject Territory. Section 4. Public Hearing. A public hearing shall be held on the 12th day of December, 2006, at 7:00 p.m., at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2006-117(Chally Farm), in the Subject Territory. At the hearing, the following alternative methods of financing improvements within the proposed special service area will be considered: (i)the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1,956,000 in accordance with the special tax roll referred to below; and (ii)the borrowing of an amount not to exceed an aggregate principal amount of $25,170,000 to be evidenced by revenue bonds or special tax bonds secured by special taxes of such area and other special service areas contributing to the costs of and benefiting from such special services, the proposed special service area's pro rata share of which shall not exceed $6,250,000 (the "Bonds"), the proceeds of which shall be used to pay the cost of providing special municipal services to the proposed special service area, to fund certain reserves for, and interest on, the Bonds and initial administrative expenses relating to the proposed special service area, and to pay the cost of issuing the Bonds. The special municipal services to be provided to the proposed special service area may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. The Bonds, if issued, shall be retired over a period not to exceed thirty (30) years from the date of their issuance and shall bear interest at a rate not to exceed seven percent (7%) per annum. The Bonds,if issued, shall be retired by the levy of an annual tax levied against each parcel of taxable property within the special service area pursuant to a special tax roll to pay the interest on the Bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the Subject Territory. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. This tax is to be levied upon all taxable property within the proposed special service area in accordance with the special tax roll. Section 5. Notice of Public Hearing. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 4 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten(10) days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the owner of the property. The notice to owners of record shall be in substantially the form set forth in Exhibit C to this Ordinance. 2 CH12_654640.2 Section 6. Supercede Conflicting Ordinances. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. 3 CHI2_654640.2 PASSED by the Mayor and City Council of the United City of Yorkville this day of , 2006. Voting Aye (list names): Voting Nay(list names): Abstaining(list names): Absent(list names): City Clerk SIGNED by the Mayor this day of , 2006. Mayor ATTEST: City Clerk Published in pamphlet form , 2006. 4 CH12 654640.2 EXHIBIT A CHALLY FARM . LEGAL DESCRIPTION PARCEL 1: (CHALLY PROPERTY) THAT PART OF SECTION 6 AND 7, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND PART OF SECTIONS 1 AND 12, TOWNSHIP 36 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN; DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 01 DEGREE 45 MINUTES 36 SECONDS WEST, ALONG THE WEST LINE OF SAID SECTION.7; 695.70 FEET TO THE CENTER LINE OF ILLINOIS. ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES EAST, ALONG SAID CENTER LINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6611.12 FEET, A DISTANCE OF 2901.95 FEET; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTER LINE, 1211.09 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTER LINE, 605.33 FEET; THENCE NORTH 57 DEGREES 38 MINUTES 56 SECONDS WEST ALONG THE ORIGINAL CENTER LINE OF PAVILLION ROAD, 391.57 FEET TO A POINT IN THE PRESENT CENTER LINE OF PAVILLION ROAD; THENCE NORTH 56 DEGREES:53 MINUTES 40 SECONDS WEST ALONG SAID CENTER LINE, 733.02 FEET; THENCE SOUTH 05 DEGREES 20 MINUTES 49 . SECONDS WEST, 350.7Q FEET; THENCE NORTH 84 DEGREES-48 MINUTES 15 SECONDS WEST. 235.65 FEET; THENCE SOUTH,12 DEGREES 50 MINUTES 30 SECONDS WEST, 540.22 FEET; THENCE NORTH 72 DEGREES 43 MINUTES 25 SECONDS WEST, 610.85 FEET; THENCE NORTH 74 DEGREES 02 MINUTES 01 SECONDS WEST, 863.88 FEET;. THENCE NORTH 01 DEGREE 36 MINUTES 44 SECONDS WEST, 39.81 FEET; THENCE NORTH 64 DEGREES 37 MINUTES 43 SECONDS WEST, 155.43 FEET;' THENCE NORTH 78 DEGREES 33 MINUTES 25 SECONDS WEST, 435.29 FEET; THENCE NORTH 08 DEGREES 12 MINUTES 27 SECONDS WEST, 1006.89 FEET; THENCE NORTH 08 DEGREES 30 MINUTES 29 SECONDS WEST, 1205.74 FEET, THENCE SOUTH 80 DEGREES 22 MINUTES WEST, 572.63 FEET; THENCE SOUTH 08 DEGREES 23 MINUTES 08 SECONDS EAST, 2225.04 FEET; THENCE SOUTH 14 DEGREES 17 MINUTES 47 SECONDS EAST, 102.58 FEET; THENCE SOUTH 29 DEGREES 45. MINUTES 26 SECONDS EAST,'.86.98 FEET; THENCE SOUTH 55 DEGREES 13 MINUTES 33 SECONDS EAST, 1003.86 FEET; THENCE SOUTH 06 DEGREES 02 MINUTES 19 SECONDS EAST, 655.38 FEET; THENCE SOUTH 64 DEGREES 37 MINUTES 06 SECONDS EAST, 680.00 FEET; THENE NORTH 15 DEGREES 12 MINUTES 06 SECONDS EAST, 867.49 FEET; THENCE SOUTH 83 DEGREES 54 AINUTES 40.SECONDS EAST, 332.65 FEET; THENCE SOUTH 79 DEGREES 53 MINUTES 54 SECONDS EAST. 714.78 FEET; THENCE NORTH 09 DEGREES 51 MINUTES 55 SECONDS EAST, 289.93 FEET; THENCE SOUTH 78 DEGREES 17 MINUTES 47 SECONDS EAST, 266.30 FEET; THENCE WORTH 25 DEGREES 44 MINUTES 09 SECONDS EAST, 203.40 FEET: THENCE SOUTH 65 DEGREES 59 MINUTES 35 SECONDS EAST, 222.39 FEET. TO THE POINT OF BEGINNING; IN KENDALL COUNTY,.* ILLINOIS_ EXCEPT A DESCRIBED TRACT RECORDED IN DOCUMENT NUMBER 95-07481 AT THE COUNTY RECORDER'S OFFICE WHICH READS AS FOLLOWS: THAT PART OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, RANGE .7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY COMMENCING AT THE NORTHEAST CORNER OF UNIT ONE OF PAVILLION HEIGHTS BEING A SUBDIVISION OF PART OF SAID SECTION; THENCE SOUTH 56 DEGREES 53 MINUTES 40 SECONDS EAST ALONG THE CENTER LINE OF PAVILLION ROAD, 266.03 FEET TO THE NORTHEAST CORNER.OF PAVILLION CEMETERY FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 56 DEGREES 53 MINUTES 40 SECONDS EAST ALONG SAID CENTER LINE 90.32 FEET; THENCE SOUTH 05 DEGREES 26 MINUTES 31 SECONDS WEST PARALLEL WITH THE EASTERLY LINE, AND IT'S EXTENSION, OF LOTS 1, 2 AND 3 IN SAID SUBDIVISION, 369.45 FEET; THENCE NORTH 84 DEGREES 33 MINUTES 29. 1 SECONDS WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,. 323.49 FEET TO A POINT ON THE EASTERLY LINE OF LOT 4 OF SAID SUBDIVISION; THENCE NORTH 12 DEGREES 50 MINUTES 30 SECONDS EAST ALONG THE EASTERLY LINE OF SAID LOT 4 AND PART OF LOT 3, 60.51 FEET TO THE POINT OF BEND IN SAID LOT 3 ALSO BEING THE SOUTHWEST CORNER OF SAID-CEMETERY; THENCE SOUTH 84 DEGREES 33 MINUTES 29 SECONDS EAST ALONG THE SOUTH LINE OF SAID CEMETERY, 235.62 -FEET TO THE SOUTHEAST CORNER OF SAID CEMETERY; THENCE NORTH 05 DEGREES 26 MINUTES 31 SECONDS EAST PARALLEL WITH SAID EAST LINE OF LOTS 1, 2 AND 3, 351.39 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL. KENDALL COUNTY, ILLINOIS. ALSO EXCEPT A DESCRIBED TRACT RECORDED IN BOOK 648, PAGE 240 *AT THE COUNTY RECORDER'S OFFICE, WHICH READS AS .FOLLOWS: THAT PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, 'RANGE 7 EAST OF, THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS; COMMENCING AT THE..SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 01 DEGREE 45 MINUTES 36 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION, 695.70 FEET TO THE CENTERLINE OF.ILLINOIS`STATE ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG'SAID CENTERLINE, BEING ALONG .A CURVE TO THE LEFT HAVING.A RADIUS OF 6611 .12 FEET, -A DISTANCE OF_ 2901.95 FEET; THENCE NORTH 46 DEGREES 02. MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE;. 1248.18 FEET FOR A POINT OF .BEGINNING; THENCE NORTH 68, DEGREES 58 MINUTES. 00 SECONDS WEST, 240:17 FEET; THENCE-NORTH 10 DEGREES 57 MINUTES 14 SECONDS. EAST, 200.32 FEET; THENCE 'SOUTH 65 DEGREES 58 MINUTES 00 SECONDS EAST,- 358.93 FEET TO SAID CENTERLINE; THENCE SOUTH 46 DEGREES 02 MINUTES 00 SECONDS WEST ALONG SAID CENTERLINE, 196.87 FEET FOR A- POINT OF BEGINNING,. IN' KENDALL. TOWNSHIP, KENDALL COUNTY, ILLINOIS. ALSO EXCEPT. THE FOLLOWING DESCRIBED TRACT: A PART OF A TRACT OF LAND DESCRIBED IN BOOK 648, PAGE 238-AT THE COUNTY RECORDER'S OFFICE.AND LOCATED IN SECTION 7, TOWNSHIP 36 NORTH, RANGE 7. EAST OF THE TH-IRD PRINCIPAL MERIDIAN MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 01 DEGREE 45 . MINUTES 36 SECONDS WEST ALONG THE WEST LINE. OF SAID SECTION -7, 695.70 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES EAST ALONG SAID CENTERLINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6611.12 FEET, A DISTANCE OF 2901.95 FEET; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTERLINE 1211.09 FEET TO A RAILROAD SPIKE SET AND THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE. PREVIOUSLY DESCRIBED COURSE A DISTANCE OF 238.88 FEET TO A RAILROAD SPIKE SET; THENCE`NORTH 63 DEGREES 11 MINUTES 38 SECONDS WEST,. 372:89 FEET; THENCE SOUTH 10 DEGREES 49 MINUTES 27 SECONDS WEST, 143.75 FEET; THENCE NORTH 69 DEGREES 02 MINUTES 53 SECONDS WEST PARALLEL AND 10 FEET FROM AN EXISTING FENCE, 100.00 FEET; THENCE NORTH 77 DEGREES 35 MINUTES 52 SECONDS WEST PARALLEL AND 10 FEET FROM. AN -EXISTING FENCE.'. 191.50 FEET; THENCE SOUTH 46 DEGREES 55 MINUTES 27 SECONDS WEST, 226.57 FEET TO, AN EXISTING WOOD. POST; THENCE SOUTH 12 DEGREES 33 MINUTES 12 SECONDS WEST,' 425.84 FEET-TO A SOUTH LINE OF THE PARENT TRACT; THENCE SOUTH 79 DEGREES 47 MINUTES 26 SECONDS EAST ALONG AN INTERMEDIATE SOUTH LINE OF THE PARENT TRACT, 125.33 FEET; THENCE NORTH 10 DEGREES 09 MINUTES 35 SECONDS EAST MEASURED ALONG AN INTERMEDIATE EAST LINE OF THE PARENT TRACT, 289.13 FEET; THENCE-SOUTH 78 DEGREES 24 MINUTES 01. SECONDS EAST MEASURED- ALONG AN INTERMEDIATE SOUTH LINE OF THE PARENT TRACT, 265.56 FEET; THENCE NORTH 25 DEGREES 50. MINUTES 54 SECONDS EAST MEASURED ALONG AN INTERMEDIATE EAST LINE, 203.13 FEET; THENCE SOUTH-65 DEGREES 54 MINUTES 21 SECONDS EAST MEASURED ALONG AN INTERMEDIATE-SOUTH LINE OF THE PARENT TRACT A DISTANCE OF 222.33 FEET, TO THE POINT OF BEGINNI,NG, 'ALL LOCATED 2 IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL 2: (ANDERSON PROPERTY) THAT PART OF THE WEST'1/2 OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7. EAST.OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE. NORTH 01 DEGREE .38.MINUTES 35 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION, 695.70 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTH 71 DEGREES 17 MINUTES 58 SECONDS EAST ALONG SAID CENTERLINE OF ILLINOIS ROUTE'71: THENCE. NORTH-71 DEGREES 17 MINUTES 58 SECONDS-EAST ALONG SAID CENTERLINE, 37.42 FEET TO A CURVE BEING CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 6611.12 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN 'ARC• DISTANCE OF 34.96 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID CURVE AN: ARC 'DISTANCE OF 2235.82 FEET TO THE SOUTHWESTERLY LINE OF A.TRACT OF LAND CONVEYED TO "LEEDY" IN A WARRANTY DEED RECORDED MARCH 8, 1989 AS 'DOCUMENT 89-1266; THENCE NORTH 64 DEGREES 29 MINUTES 12 SECONDS WEST ALONG SAID SOUTHWESTERLY LINE, 575.80 FEET TO THE SOUTHEAST *CORNER OF A TRACT OF LAND'CONVEYED TO "CHALLY" •IN.A QUIT CLAIM . DEED RECORDED FEBRUARY 2, 1994 AS DOCUMENT 94-1416; (THE FOLLOWING THREE CALLS ARE ALONG THE SOUTHERLY LINE OF "CHALLY" TRACT): 1) THENCE CONTINUING NORTH 64 DEGREES 29 MINUTES 12 SECONDS'WEST, 679.96. FEET; 2) THENCE NORTH 05 DEGREES 55 MINUTES 21 SECONDS WEST,. 655.38 'FEET: • 3) THENCE NORTH 55 DEGREES 09 MINUTES 44 SECONDS WEST; 1004.19. FEET TO•AN- IRON- PIPE; THENCE SOUTH 01 DEGREE 28 MINUTES 44' SECONDS.EAST, 2835.67 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PART DESCRIBED-AS FOLLOWS.: -COMMENCING AT THE SOUTHWEST CORNER OF SAID .SECTION 7; THENCE NORTH ALONG -THE WEST LINE OF SAID QUARTER SECTION, 667.92 FEET TO THE CENTER LINE OF STATE ROUTE N0. 71; THENCE NORTH 70-DEGREES 30-MINUTES 00 SECONDS EAST ALONG THE FORMER CENTER LINE OF SAID ROUTE, 75.24 FEET; THENCE NORTH 0 DEGREE 15 MINUTES -00 SECONDS WEST 59.09. FEET 10 A NORTH RIGHT OF WAY LINE OF SAID ROUTE WHICH IS-55 FEET FROM SAID CENTER LINE, MEASURED AT RIGHT ANGLES THERETO, -FOR A POINT OF BEGINNING; THENCE NORTH 01 DEGREE 15 MINUTE 00 SECONDS WEST 175.24 FEET; THENCE NORTH 67 DEGREES 48 MINUTES 07 SECONDS TH EAST 310.71 FEET; THENCE SOU 01 DEGREE 15 MINUTES 00 SECONDS EAST 175.24 FEET TO A POINT IN SAID NORTH'RIGHT OF WAY LINE; THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT OF WAY ON A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 310.71 FEET (CHORD BEARING. IS SOUTH 67 DEGREES 48 MINTTES 67 SECONDS WEST) TO THE POINT OF BEGINNING. ALSO EXCEPT THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING DESCRIBED AS FOLLOWS: COMMENCING AT. THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH ALONG THE WEST LINE OF SAID QUARTER SECTION, 693.86 FEET TO THE CENTER LINE OF STATE ROUTE #71; THENCE NORTH 73 DEGREES 04 MINUTES 02 SECONDS EAST ALONG-THE CENTER LINE OF STATE ROUTE #71, 75.24 FEET TO A POINT LYING 1.09 CHAINS- (71.94 FEET) EAST OF THE WEST LINE OF SAID QUARTER SECTION LINE; THENCE NORTH PARALLEL WITH SAID WEST LINE 232.85 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 15 MINUTES 26 SECONDS EAST 310.71 FEET; THENCE SOUTH -PARALLEL WITH. SAID QUARTER SECTION LINE, 175.24 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE #71; THENCE- EASTERLY 60.00 FEET'ALONG SAID •RIGHT OF WAY LINE HAVING.A RADIUS OF 3 6556.12 FEET AND. CURVING TO THE LEFT WHOSE CHORD BEARS NORTH 73 DEGREES12 MINUTES 34 SECONDS.EAST 60.00 FEET; THENCE NORTHERLY PARALLEL WITH SAID QUARTER SECTION LINE. 189.29; THENCE SOUTH 71 DEGREES 15 MINUTES 26-.SECONDS WEST, 370.11'-FEET TO SAID LINE LYING 1.09 CHAINS EASTERLY OF AND PARALLEL TO THE SAID QUARTER SECTI.DN- LINE; THENCE SOUTH ALONG SAID .LINE., 15.84 FEET TO THE POINT OF BEGINNIIiIG, IN THE TOWNSHIP OF' . KENDALL, KENDALL.000NTY, ILLINOIS`. . PIN: 04-01-476-002 04-12-200-003 05-06-351-001 05-07-151-010 05-07-301-003 4 EXHIBIT B Map of Special Service Area Number 2006-117(Chally Farm) CHI2_654640.2 LEGAL DESCRIPTION: EXHIBIT THAT PART OF SECTIONS 6 AND 7. TOWNSHIP 36 NORTH. RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN AND SECTIONS 1 AND 12. TOWNSHIP 36 NORTH, RANGE 6 EAST OF THE SSA THIRD M A P 695.70 OF SAID��CEITERLINEIOF STATE FOLLOWS.- OOUTE 71 THENCE NORTH 71 DEGREES 177 MINUTES 58 SECONDS EAST ALONG SAID CENTERLINE. 37.42 FEET; THENCE CONTINUING SPECIAL SERVICE ALONG SAID CENTERLINE. SAID LINE BEING A CURVE TO THE UST WITH A RADIUS OF 6611.12 FEET AND ARC LENGTH OF 34.96 FEET; THENCE NORTH 01 DEGREES 28 MINUTES 44 AREA #2006-117 SECONDS WEST, 246.75 FOR THE POINT OF BEGINNING SAID POINT BEING THE NORTHWEST CORNER OF A PARCEL OF LAND WITH A PIN OF 05-0-351-00, THENCE NORTH Of DEGREES (CHALLY FARM) 28 MINUTES 44 SECONDS WEST.2589.10 FEET; THENCE NORTH 29 DEGREES 26 MINUTES 52 SECONDS WEST.86.11 FEET. THENCE NORTH 14 DEGREES 13 MINUTES 51 SECONDS WEST. 103.18 FEET, THENCE NORTH D8 DEGREES 16 MINUTES 26 SECONDS WEST.2225.52 FEET; THENCE NORTH 80 DECREES 29 MINUTES 04 SECONDS EAST,578.40 FEET; THENCE SOUTH DO DEGREES 18 MINUTES 27 SECONDS EAST,1206.23 FEET; THENCE SOUTH 07 DEGREES 59 MINUTES 06 SECONDS EAST. 1008.44 FEET; THENCE SOUTH 78 DEGREES 16 MINUTES 09 SECONDS EAST. 436.00 FEET; THENCE SOUTH 64 DEGREES 27 MINUTES 02 SECONDS EAST. 155.14 FEET. THENCE SOUTH 01 DEGREES 56 MINUTES 45 SECONDS EAST.39.83 FEET; ' 04'E THENCE SOUTH 73 DEGREES 55 MINUTES 37 SECONDS EAST, 862.83 FEET; THENCE SOUTH N80'29 72 DEGREES 39 MINUTES 05 SECONDS EAST, 610.94 FEET. THENCE NORTH 12 DEGREES 59 MINUTES 37 SECONDS EAST,479.50 FEET; THENCE SOUTH 84 DEGREES 30 MINUTES 40 578'w SECONDS EAST,323.55 FEET; THENCE NORTH 05 DEGREES 31 MINUTES 14 SECONDS EAST. 369.22 FEET, THENCE SOUTH 56 DEGREES 47 MINUTES 08 SECONDS EAST, 641.90 FEET; THENCE SOUTH S7 DEGREES 32 MINUTES 24 SECONDS EAST. 391.51 FEET; THENCE SOUTH 46 DEGREES 08 MINUTES 58 SECONDS WEST. 366.49 FEET; THENCE NORTH 63 DEGREES 11 C MINUTES 38 SECONDS WEST, 372.89 FEET; THENCE SOUTH 10 DEGREES 49 MINUTES 27 SECONDS WEST,143.75 FEET; THENCE NORTH 69 DEGREES 02 MINUTES 53 SECONDS WEST, 100.00 FEET. THENCE NORTH 77 DEGREES 35 MINUTES 52 SECONDS WEST.191.50 FEET; 0 0?/ THENCE SOUTH 46 DEGREES 55 MINUTES 27 SECONDS WEST. 226.57 FEET; THENCE SOUTH ja N 12 DECREES 33 MINUTES 12 SECONDS WEST,425.84 FEET-. THENCE NORTH 79 DEGREES 47 LA i MINUTES 26 SECONDS WEST. 589.18 FEET; THENCE NORTH 83 DEGREES 49 MINUTES 18 1''I SECONDS WEST. 332.62 FEET; THENCE SOUTH 15 DEGREES 19 MINUTES 34 SECONDS NEST, 875.94 FEET; THENCE SOUTH 64 DEGREES 29 MINUTES 12 SECONDS EAST.514.92 FEET TO THE NORTH LINE OF SAID ROUTE 71; THENCE SOUTHWESTERLY ALONG SAID NORTH LINE.SAID Z LINE BEING A CURVE TO THE RIGHT WITH A RADIUS OF 6556.12 FEET AND AN ARC LENGTH N co OF 1801.42 FEET TO THE EAST UNE OF SAID PARCEL OF MIND; THENCE NORTH 02 DEGREES N & 15 MINUTES 35 SECONDS WEST ALONG THE EASE LINE SAID PARCEL OF LAND. 189.54 FEET; CP O>. THENCE SOUTH 69 DEGREES 03 MINUTES 37 SECONDS WEST ALONG THE NORTH LINE OF SAID L, N PARCEL OF LAND.369.50 FEET TO THE POINT OF BEGINNING. IN THE UNITED CITY OF N YORKNUE, KANE COUNTY,ILLINOIS. C) 0' 500' g SCALE ET I Ssq 84'3 40 E N 0 t oji Gq 57878,09 ��re'• 85 $3jf I� A- 38�s?4F/ 501 56'45'E B1 p Z 91.$p• �6 4b 39.83' g 0 23g 05 f � :t n N83'49'1 8'W 10'49'27'W 332.82 a 143.75' y 9'02'53'W N78 j2s, ��'� •3 µ, Cb V S46'55'27'W U g 1n ,�5 Co CC O y O A ' � q7g• � S�qg�?•F NORTH LINE OF LOCATION MAP ROUTE 71 N.T.S. S69'03'37'W 369.50'N0215'35'W 4ti 189.54' P.O.S. N01'28'44'W 246.75' R = 6611.12' c r L - 34.96' N71'17'58'E _ DRS' 37.42' piOl SOUTHWEST CORNER SEC 7-36-7 Engineering Enterprises,Inc. CM En9lnNrs & Land Surveyors 52 %hsstr Rood NOVEMBER. 14. 2006 Sugar Grow, Mllnois 60554 630/466-9= PROD. 70042700 s EXHIBIT C NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2006-117(Chally Farm) NOTICE IS HEREBY GIVEN that on December 12, 2006 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois 60560, a hearing will be held by the United City of Yorkville to consider forming a special service area, to be called "United City of Yorkville Special Service Area Number 2006-117 (Chally Farm)," consisting of the territory legally described in Exhibit 1 to this Notice. The permanent tax index number of each parcel located within the proposed special service area is included in such Exhibit 1. The approximate street location is an area consisting of approximately 149 acres generally located north of Illinois Route 71, west of Pavillion Road, east of Highpoint Road and south of Fox Road,in the City. The general purpose of the formation of the United City of Yorkville Special Service Area Number 2006-117 (Chally Farm) is to provide for new construction of special municipal services to benefit the area which may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances,roadway and signalization improvements,costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1,956,000 in accordance with the special tax roll referred to below; and (ii) the issuance of special tax or revenue bonds in an aggregate principal amount not to exceed $25,170,000 secured by such special taxes and special taxes from other special service areas benefiting from the special services, the proposed special service area's pro rata share of which shall not exceed$6,250,000, at an interest rate of not to exceed seven percent (7%) per annum and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. If Bonds are issued,the City shall be responsible for the maintenance of the special services. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the CHI2 654640.2 issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the United City of Yorkville Special Service Area Number 2006-117 (Chally Farm) and by at least 51% of the owners of record of the land included within the boundaries of the United City of Yorkville Special Service Area Number 2006-117 (Chally Farm) is filed with the City Clerk of the United City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. CHI2 654640.2 EXHIBIT 1 TO NOTICE CE ALLY FARM LEGAL DESCRIPTION OF PROPERTY PARCEL 1: (CHALLY PROPERTY) THAT PART OF SECTION 6 AND 7, TOWNSHIP 36 NORTH, RANGE.? EAST OF THE THIRD PRINCIPAL MERIDIAN, AND PART OF SECTIONS 1 AND 12, TOWNSHIP 36 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN; DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7;. THENCE NORTH 01 DEGREE 45 MINUTES 36 SECONDS WEST, ALONG THE WEST. LINE OF SAID SECTION.7, 695.70 FEET TO THE CENTER LINE OF ILLINOIS ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES EAST, ALONG SAID CENTER LINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6611.12 FEET, A DISTANCE OF 2901.95 FEET; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTER LINE, 1211.09 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTER LINE, 605.33 FEET; THENCE NORTH 57 DEGREES 38 MINUTES 56 SECONDS WEST ALONG THE ORIGINAL CENTER LINE OF PAVILLION ROAD, 391.57 FEET TO A POINT IN THE PRESENT CENTER LINE OF PAVILLION ROAD; THENCE NORTH 56 DEGREES- 53 MINUTES 40 SECONDS WEST ALONG SAID CENTER LINE, 733.02 FEET; THENCE SOUTH OS DEGREES 20 MINUTES 49 SECONDS WEST, 350.70 FEET; THENCE NORTH 84 DEGREES 48 MINUTES 15 SECONDS WEST, 235.65 FEET; THENCE SOUTH 12 DEGREES 50 MINUTES 30 SECONDS WEST, 540.22 FEET. THENCE NORTH 72 DEGREES 43 MINUTES 25 SECONDS WEST, 610.85 FEET; THENCE NORTH 74 DEGREES 02 MINUTES 01 SECONDS WEST, 863.88 FEET;. THENCE NORTH 01 DEGREE 36 MINUTES 44 SECONDS WEST, 39.81 FEET; THENCE NORTH 64 DEGREES 37 MINUTES 43 SECONDS WEST, 155.43 FEET;' THENCE NORTH 78 DEGREES 33 MINUTES 25 SECONDS WEST, 435.29 FEET; THENCE NORTH 08 DEGREES 12 MINUTES 27 SECONDS WEST, 100$.89 FEET; THENCE NORTH 08 DEGREES 30 MINUTES 29 SECONDS WEST, 1205.74 FEET: THENCE SOUTH 80 DEGREES 22 MINUTES WEST, 572.03 FEET. THENCE SOUTH 08 DEGREES 23 MINUTES 08 SECONDS EAST, 2225.04 FEET; THENCE SOUTH 14 DEGREES 17 MINUTES 47 SECONDS EAST, 102.58 FEET; THENCE SOUTH 29 DEGREES 45. MINUTES 26 SECONDS EAST, 86.98 FEET; THENCE SOUTH 55 DEGREES 13 MINUTES 33 SECONDS EAST, 1003.86 FEET; THENCE SOUTH 06 DEGREES 02 MINUTES 19 SECONDS EAST, 655.38 FEET; THENCE SOUTH 64 DEGREES 37 MINUTES 06 SECONDS EAST, 680.00 FEET: THENE NORTH 15 DEGREES 12 MINUTES 06 SECONDS EAST, 867.49 FEET; THENCE SOUTH 83 DEGREES 54 MINUTES 40.SECONDS EAST, 332.65 FEET; THENCE SOUTH 79 DEGREES 53 MINUTES 54 SECONDS EAST, 714.78 FEET; THENCE NORTH 09 DEGREES 51 MINUTES 55 SECONDS EAST, 289.93 FEET; THENCE SOUTH 78 DEGREES 17 MINUTES 47 SECONDS EAST, 266.30 FEET; THENCE 'NORTH 25 DEGREES 44 MINUTES 09 SECONDS EAST, 203.40 FEET: THENCE SOUTH 65 DEGREES 59 MINUTES 35 SECONDS EAST, 222.39 FEET TO THE POINT OF BEGINNING; IN KENDALL COUNTY,. ILLINOIS- EXCEPT A DESCRIBED TRACT RECORDED IN DOCUMENT NUMBER 95-07481 AT THE COUNTY RECORDER'S OFFICE WHICH READS AS FOLLOWS: THAT PART OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, RANGE .7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY COMMENCING AT THE NORTHEAST CORNER OF UNIT ONE OF PAVILLION HEIGHTS BEING A SUBDIVISION OF PART OF SAID SECTION; THENCE SOUTH 56 DEGREES 53 MINUTES 40 SECONDS EAST ALONG THE CENTER LINE OF PAVILLION ROAD, 266.03 FEET TO THE NORTHEAST CORNER.OF MILLION CEMETERY FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 56 DEGREES 53 MINUTES 40 SECONDS EAST ALONG SAID CENTER LINE 90.32 FEET: THENCE SOUTH 05 DEGREES 26 MINUTES 31 SECONDS WEST PARALLEL WITH THE EASTERLY LINE, AND IT'S EXTENSION, OF LOTS 1, 2 AND 3 IN SAID SUBDIVISION, 369.45 FEET; THENCE NORTH 84 DEGREES 33 MINUTES 29. 1 SECONDS WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 323.49 FEET TO .A POINT ON THE EASTERLY LINE OF LOT 4 OF SAID SUBDIVISION; THENCE NORTH 12 DEGREES 50 MINUTES 30 SECONDS EAST ALONG THE EASTERLY LINE OF SAID LOT 4 AND PART OF LOT 3, 60.51 FEET TO THE POINT OF BEND IN SAID LOT 3 ALSO BEING THE SOUTHWEST CORNER OF SA ID -CEMETERY; THENCE SOUTH 84 DEGREES 33 MINUTES 29 SECONDS EAST ALONG THE SOUTH LINE OF SAID CEMETERY, 235.62 FEET TO THE SOUTHEAST CORNER OF SAID CEMETERY; THENCE NORTH 05 DEGREES 26 MINUTES 31 SECONDS EAST PARALLEL WITH SAID EAST LINE OF LOTS 1, 2 AND 3, 351.39 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. ALSO EXCEPT A DESCRIBED TRACT RECORDED IN BOOK 648, PAGE 240 AT THE COUNTY RECORDER'S OFFICE, WHICH READS AS FOLLOWS: THAT PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, 'RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS; COMMENCING AT'THE.SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 01 DEGREE 45 MINUTES 36 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION, 695.70 FEET TO THE CENTERLINE OF. ILLINOIS'STATE ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6611 .12 FEET, A DISTANCE OF 2901.95 FEET; THENCE NORTH 46 DEGREES 02 MINUTES 00 SECONDS EAST ALONG SAID CENTERLINE, 1248.18 FEET FOR A POINT OF BEGINNING;' THENCE NORTH 68DEGREES 58 MINUTES 00 SECONDS WEST, 240.17 FEET; THENCE -NORTH 10 DEGREES 57 MINUTES 14 SECONDS EAST, 200.32 FEET; THENCE SOUTH 65 DEGREES 58 MINUTES 00 SECONDS EAST, 358.93 FEET TO SAID CENTERLINE; THENCE SOUTH 46 DEGREES 02 MINUTES 00 SECONDS WEST ALONG SAID CENTERLINE, 196.87 FEET FOR A POINT OF BEGINNING,. IN, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. ALSO EXCEPT. THE FOLLOWING DESCRIBED TRACT: A PART OF A TRACT OF LAND DESCRIBED IN BOOK 648, PAGE 238 AT THE COUNTY RECORDER'S OFFICE.AND LOCATED IN SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH 01 DEGREE 45 MINUTES 36 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION 7, 695.70 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTH 71 DEGREES 11 MINUTES EAST ALONG SAID CENTERLINE, 37.40 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 6611.12 FEET, A DISTANCE OF 2901 .95 FEET; THENCE NORTH 46 DEGREES 02 MINUTES EAST ALONG SAID CENTERLINE 1211.09 FEET TO A RAILROAD SPIKE SET AND THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE PREVIOUSLY DESCRIBED COURSE A DISTANCE OF 238.88 FEET TO A RAILROAD SPIKE SET; THENCE NORTH 63 DEGREES 11 MINUTES 38 SECONDS WEST, 372.89 FEET; THENCE SOUTH 10 DEGREES 49 MINUTES 27 SECONDS WEST, 143.75 FEET; THENCE NORTH 69 DEGREES 02 MINUTES 53 SECONDS WEST PARALLEL AND 10 FEET FROM AN EXISTING FENCE, 100.00 FEET; THENCE NORTH 77 DEGREES 35 MINUTES 52 SECONDS WEST PARALLEL AND 10 FEET FROM AN EXISTING FENCE,' 191.50 FEET; THENCE SOUTH 46 DEGREES 55 MINUTES 27 SECONDS WEST, 226.57 FEET TO AN EXISTING WOOD POST; THENCE SOUTH 12 DEGREES 33 MINUTES 12 SECONDS WEST, 425.84 FEET TO A SOUTH LINE OF THE PARENT TRACT; THENCE SOUTH 79 DEGREES 47 MINUTES 26 SECONDS EAST ALONG AN INTERMEDIATE SOUTH LINE OF THE PARENT TRACT, 125.33 FEET; THENCE NORTH 10 DEGREES 09 MINUTES 35 SECONDS EAST MEASURED ALONG AN INTERMEDIATE EAST LINE OF THE PARENT TRACT, 289.13 FEET; THENCE-SOUTH 78 DEGREES 24 MINUTES 01 SECONDS EAST MEASURED- ALONG AN INTERMEDIATE SOUTH LINE OF THE PARENT TRACT, 265.56 FEET; THENCE NORTH 25 DEGREES 50 MINUTES 54 SECONDS EAST MEASURED ALONG AN INTERMEDIATE EAST LINE, 203.13 FEET; THENCE SOUTH 65 DEGREES 54 MINUTES 21 SECONDS EAST MEASURED ALONG AN INTERMEDIATE SOUTH LINE OF THE PARENT TRACT A DISTANCE OF 222.33 FEET TO THE POINT OF BEGINNING, ALL LOCATED 2 IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. PARCEL 2: (ANDERSON PROPERTY) THAT PART OF THE WEST'1/2 OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH 01 DEGREE .38.MINUTES 35 SECONDS WEST ALONG THE WEST LINE OF SAID SECTION, 695.70 FEET TO THE CENTERLINE OF ILLINOIS ROUTE 71; THENCE NORTH 71 DEGREES 17 MINUTES 58 SECONDS EAST ALONG SAID CENTERLINE OF ILLINOIS ROUTE'71; THENCE NORTH 71 DEGREES 17 MINUTES 58 SECONDS EAST ALONG SAID CENTERLINE, 37.42 FEET TO A CURVE BEING CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 6611.12 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN -ARC DISTANCE OF 34.96 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID CURVE - AN ARC DISTANCE OF 2235.82 FEET TO THE SOUTHWESTERLY LINE' OF A.TRACT OF LAND CONVEYED TO "LEEDY" IN A WARRANTY DEED RECORDED MARCH 8, 1989 AS DOCUMENT 89-1266; THENCE NORTH 64 DEGREES 29 MINUTES 12 SECONDS WEST ALONG SAID SOUTHWESTERLY LINE, 575.80 FEET TO THE SOUTHEAST CORNER OF A TRACT OF LAND'CONVEYED TO "CHALLY" -IN A QUIT CLAIM . DEED RECORDED FEBRUARY 2, 1994 AS DOCUMENT 94-1410; (THE FOLLOWING THREE CALLS ARE ALONG THE SOUTHERLY LINE OF "CHALLY" TRACT): 1) THENCE CONTINUING NORTH 64 DEGREES 29 -MINUTES 12 SECONDS*WEST, 679.96 FEET, 2) THENCE NORTH 05 DEGREES 55 MINUTES 21 SECONDS WEST, 655.38 FEET; . 3) THENCE NORTH 55 DEGREES 09 MINUTES 44 SECONDS WEST, 1004.19 FEET TO AN IRON PIPE; THENCE SOUTH 01 DEGREE 28 MINUTES 44 SECONDS EAST, 2835.67 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS. EXCEPT THAT PART DESCRIBED-AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7. THENCE NORTH ALONG THE WEST LINE OF SAID QUARTER SECTION, 667.92 FEET TO THE CENTER LINE OF STATE ROUTE NO. 71; THENCE NORTH 70 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE FORMER CENTER LINE OF SAID ROUTE, 75.24 FEET; THENCE NORTH 0 DEGREE 15 MINUTES *00 SECONDS WEST 59.09 FEET TO A NORTH RIGHT OF WAY LINE OF SAID ROUTE W141CH IS 56 FEET FROM SAID CENTER LINE, MEASURED AT RIGHT ANGLES THERETO, FOR A POINT OF BEGINNING; THENCE NORTH 01 DEGREE 15 MINUTE 00 SECONDS WEST 175.24 FEET; THENCE NORTH 67 DEGREES 48 MINUTES 07 SECONDS TH EAST 310.71 FEET; THENCE SOU 01 DEGREE 15 MINUTES 00 SECONDS EAST 175.24 FEET TO A POINT IN SAID NORTH'RIGHT OF WAY LINE; THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT OF WAY ON A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 310.71 FEET (CHORD BEARING, IS SOUTH 67 DEGREES 48 MINTUES 07 SECONDS WEST) TO THE POINT OF BEGINNING. ALSO EXCEPT THAT PART DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7; THENCE NORTH ALONG THE WEST LINE OF SAID QUARTER SECTION, 693.86 FEET TO THE CENTER LINE OF STATE ROUTE #71; THENCE NORTH 73 DEGREES 04 MINUTES 02 SECONDS EAST ALONG THE CENTER LINE OF STATE ROUTE #71, 75.24 FEET TO A POINT LYING 1.09 CHAINS- (71.94 FEET) EAST OF THE WEST LINE OF SAID QUARTER SECTION LINE; THENCE NORTH PARALLEL WITH SAID WEST LINE 232.85 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 71 DEGREES 15 MINUTES 26 SECONDS EAST 310.71 FEET; THENCE SOUTH PARALLEL WITH SAID QUARTER SECTION LINE, 175.24 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE #71; THENCE EASTERLY 60.00 FEET ALONG SAID RIGHT OF WAY LINE HAVING A RADIUS OF 3 6556:12 FEET AND. CURVING TO THE LEFT WHOSE CHORD BEARS NORTH 73 DEGREES'12. 91.NUTES 34 SECONDS.EAST 60.00 FEET; THENCE NORTHERLY PARALLEL NIITH SAID QUARTER SECTION LINE' 189.29; THENCE SOUTH 71 DEGREES 15 MINUTES 26--SECONDS WEST, 370.11 •FEET TO SAID LINE LYING 1.09 CHAINS EASTERLY OF AND PARALLEL TO THE SAID QUARTER SECTION- LINE, THENCE SOUTH ALONG SAID LINE_, 15.84 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF' . KENDALL, KENDALL. COUNTY, ILLINOIS. . PIN: 04-01-476-002 04-12-200-003 05-06-351-001 05-07-151-010 05-07-301-003 4 M yop- 45 ORDINANCE NO. AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2006-118(YORK WOOD ESTATES)IN THE UNITED CITY OF YORKVILLE AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS AS FOLLOWS: Section 1. Authori . The City is authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), which provides, inter alia, the manner of levying or imposing taxes and issuing bonds for the provision of special services to areas within the boundaries of municipalities and counties. Section 2. Findings. The Mayor and City Council of the United City of Yorkville, Kendall County, Illinois(the"Ci find and determine as follows: a. One or more Owners of record (the "Owners") of that portion of the City described in Exhibit A attached hereto and made a part hereof, and with the permanent tax index numbers set forth in Exhibit A, (hereinafter the "Subject Territory') have expressed an interest in the City's construction, acquisition and installation of certain public improvements including engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers,potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements and other eligible costs(the "Improvements") to benefit their properties as further described herein to be built and owned by the City; and b. It is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory for the purpose of financing the Improvements to be built and owned by the City; and C. The special service area proposed for consideration is compact and contiguous and is outlined on the map of a portion of the City, which map is attached hereto as Exhibit B and made a part hereof;and d. The proposed special service area will benefit specially from the special services to be provided to the area. These proposed special services are in addition to municipal services provided to the City as a whole. Section 3. Proposal. In response to the expressed interest of the Owners, the Mayor and City Council of the City hereby propose the establishment of the United City of Yorkville CHI2_655309.2 Special Service Area Number 2006-118 (York Wood Estates) for the construction, acquisition and installation of Improvements to serve the Subject Territory. Section 4. Public Hearing. A public hearing shall be held on the 12th day of December, 2006, at 7:00 p.m., at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2006-118 (York Wood Estates), in the Subject Territory. At the hearing, the following alternative methods of financing improvements within the proposed special service area will be considered: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide the special municipal services to the proposed service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $1,706,000 in accordance with the special tax roll referred to below; and (ii)the borrowing of an amount not to exceed an aggregate principal amount of $25,170,000 to be evidenced by revenue bonds or special tax bonds secured by special taxes of such area and other special service areas contributing to the costs of and benefiting from such special services, the proposed special service area's pro rata share of which shall not exceed $5,450,000 (the "Bonds"), the proceeds of which shall be used to pay the cost of providing special municipal services to the proposed special service area, to fund certain reserves for, and interest on, the Bonds and initial administrative expenses relating to the proposed special service area, and to pay the cost of issuing the Bonds. The special municipal services to be provided to the proposed special service area may include: engineering, soil testing and appurtenant work, mass grading and excavation, storm water management facilities, storm drainage systems, storm sewers, potable water wells and public water and sanitary sewer treatment systems, sanitary sewers and appurtenances, roadway and signalization improvements, costs for land and easement acquisitions relating to any of the foregoing improvements, and other eligible costs. The Bonds, if issued, shall be retired over a period not to exceed thirty (30) years from the date of their issuance and shall bear interest at a rate not to exceed seven percent (7%) per annum. The Bonds, if issued, shall be retired by the levy of an annual tax levied against each parcel of taxable property within the special service area pursuant to a special tax roll to pay the interest on the Bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the Subject Territory. The Bonds, if issued, shall provide they may be prepaid in whole or in part prior to maturity. This tax is to be levied upon all taxable property within the proposed special service area in accordance with the special tax roll. Section 5. Notice of Public Hearing. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 4 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot,block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten(10)days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the owner of the property. The notice to owners of record shall be in substantially the form set forth in Exhibit C to this Ordinance. 2 CHI2 655309.2 Section 6. Supercede Conflicting Ordinances. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. 3 CHI2 655309.2 PASSED by the Mayor and City Council of the United City of Yorkville this day of ,2006. Voting Aye (list names): Voting Nay (list names): Abstaining(list names): Absent(list names): City Clerk SIGNED by the Mayor this day of ,2006. Mayor ATTEST: City Clerk Published in pamphlet form , 2006. 4 CHI2_655309.2 E%HIBIT A YORK WOOD'ESTATES LEGAL DESCRIPTION LEGAL DBSCRt MON THAT PART OF THE WEST HALF OF SECTION 7 AND PART OF THE NORTH HALF OF SECTION 18,TOWNWV 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUT$WEST CORNER OF SAID SECTION 7;TFIIM. NORTH 10.12 CHAINS TO THE CATER OF A ROAD;THMM NORTH 70 DEGREES 30 MINtTI'ES 00 SECONDS EAST ALONG TIM CENTER OF SAID ROAD 1.14 CHAINS;THENCE NORTH 01 DEGREES 15 MR TIES 00 SROONDS WEST 43M CHAINS;TFM4M SOUTH 54 DF.GMS 30 MINUTES 00 SECONDS EAST 15.21 CHAINS;THENCE SOUTH 04 DEGREES EAST 9.93 GAINS: THENCE SOUTH 64 DEGREES 30 N1TnttTI ES 00 SECONDS EAST 31.50 CRAM. THENCE SOUTH 59 DEGREES 30 M1h1i3TTS 00 SECOMS EAST 2 CIiAIM; TFMNCE SOUTH 3 DEGREES.SO MINUTES 00 SECONDS WEST 9-15 CRAM TINENCE SOUTH 10 DEGREES WEST 8.14 CUA�I� soumaL —— _ . TEGFXM T5 `,. M3 00 SECONDS EAST 13.21 CHAINS:THENCE SOUTA 48 DEGRFE3 EAST 2..27 CHAINS;THENCE SOUTH 37 DEGREES 30 NDMTBS 00` SECONDS WEST 633 CHAINS;THENCE SOUTH 59 DEGREES 30 U24U ES 00 .SECONDS EAST 10.85 CHAINS;THENCE SOUTH 8.08 CHAINS;TBENCBNORTR 59 DEGREES 30 HN TTES 00 SECONDS WEST 7.10 CHANTS;THENCE SMM. 26 DEGREES 30 MQNITTES 00 SECONDS WEST 14.40 CHAINS TO THE SOUTH DINE OF THE NORTH HAIF OF SAID SECTION 18;.THEZ3CE SOUTH 89 DEGREES WEST ALONG SAID SOUTH LINE 17.13 CHAINS;THENCE NORTH 35 DEGREES WEST 8.43 CHAINS;THT1 U NORTH 18 DEGREES EAST 18 CHAINS; THENCE NORTH 24 DEGREES 302+1 MTIFS 00 SECONDS PAST 61S CHAIIZ4; THENCE WEST 10.85 CRAM;TMENCB NORTH 04 DEGREES 30 MINUTES 00 SECONDS EAST 5.90 CHAINS;THENCE SOUTH 88 DEGREES WEST 10.48 CHAINS;THENCE NORTH 82 DEGREB3.30 Mwurzs 00 SECONDS WEST 2.86 CHAINS TO THE WEST LINE OF SAID SECTION 18;THENCE NORTH ALONG SAID WEST LINE 4.si CHAINS TO THE POINT OF BEGINNINCr, EXCEPT THAT PART DESCRIBED AS FOLLOWS: COMMENCING AT THE SOU*nTWEST CORNER OF SAID SECTION 7;THENCE NORTH ALONG THE WEST LINE OF SAID QUARTER SBCTION,'667.92 FEET TO THE CENTER LINE OF STATE ROUTE NO.71?HENCE.NQ nU0 DEGREES- 0- CSM S,-EAST ALONG T—m FORMFR CENTER L1NE OF SAID ROUTE,7524 FEET;THENCE NORTH 01 DEGREES 15 HNUTBS 00 SECONDS WEST 59.09 FEET TO A NORTH RIGHT OF WAY LINE OF SAID ROUTE WHICH' IS 55 FEET FROM SAID CENTER LIa,MEASURED AT-FIGHT ANGLES` TfMnTO,FOR A POINT OF BE.GlNNING;THNGE NORTH 01 DEGREES 15 MMJTES 00 SECONDS WEST 175.24 FEET TO A POINT IN SAID NORTH RIGIiT OF WAY LINE;THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT OF WAY ON A CURVE To THE RIGHT HAvTNG AN ARC LENGTH OF 310.71 FEET