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Ordinance 2018-28 a 01 x.000 1 5 554 DEBBIE GIUUE-TTE RECORDER - KENDALL COUNTY, IL RECORDED: 10/29/2018 01:30 PH ORDI: 49.00 RHSGS FEE: 10.00 GAGES: 14 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO.2018-28 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING THE AMENDED FINAL PLAT OF RESUBDIVISION FOR THE YORKVILE CHRISTIAN SCHOOL SUBDIVISION Passed by the City Council of the United City of Yorkville,Kendall County,Illinois This 24"`day of April,2018 Prepared by and Return to: United City of Yorkville 800 Game Farm Road Yorkville,IL 60560 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville,Kendall County,Illinois on October 24,2018. STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE No. 2018- AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING THE AMENDED FINAL PLAT OF RESUBDIVISION FOR THE YORKVILLE CHRISTIAN SCHOOL SUBDIVISION WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, John and Michelle Stewart (the "Petitioner") has filed an application and petition for approval of a Final Plat of Resubdivision of the Yorkville Christian School Subdivision being an approximately 12 acre property generally located along Illinois Route 126 between Ashley Road and Penman Road for a Christian high school focused on agricultural studies; and, WHEREAS, the property within the Final Plat of Resubdivision of the Yorkville Christian School Subdivision was annexed by Ordinance 2013-56 and the original Final Plat Subdivision of the Yorkville Christian School Subdivision was approved by Ordinance 2014-57; and, WHEREAS, the original Final Plat of Subdivision of the Yorkville Christian School Subdivision included an approximately 43 acre parcel and the Final Plat of Resubdivision of the Yorkville Christian School Subdivision now only includes approximately 18 acres; and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting on the 11th day of April, 2018, to consider the Final Plat of Resubdivision of Yorkville Christian School Subdivision; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Chapter 3 and 4 of Title 11 of the Yorkville Subdivision Control Ordinance and voted to recommendation to the Mayor and City Council ("the Corporate Authorities") the approval of the Final Plat of Resubdivision of the Yorkville Christian School Subdivision. Ordinance No.2018-d8 Page 2 NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: The above recitals are incorporated herein and made a part of this Ordinance. Section 2: That the Corporate Authorities hereby approve the Final Plat of Resubdivision of the Yorkville Christian School Subdivision,being: a subdivision of part of the East %2 of Section 10 Township 36 North, Range 7 East of the third principal meridian, and a resubdivision of Lot 358 in Prestwick of Yorkville Subdivision, Unit 1, in the United City of Yorkville, Kendall Township, Kendall County, Illinois, PINs 05-10-277-001 and part of 05-10-200-007, prepared by HRGreen, Yorkville, Illinois dated last revised February 21, 2018, attached hereto and made a part hereof by reference; and authorizes the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat. Said approval shall be subject to amendment of said Plat to comply with comments contained in a letter dated March 14, 2018 from the City's Engineering Consultant, Engineering Enterprises, Inc., attached hereto and made a part hereof by reference as Exhibit B. Section 4: That the City Clerk is hereby authorized pursuant to Section 11-2-3.H of the Yorkville Subdivision Control Ordinance to file a copy of this ordinance and the Final Plat of Resubdivision of the Yorkville Christian School Subdivision with the Kendall County Recorder of Deeds within 30 days from the date of the signed approval of the Plat. Section 5: This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of , 2018. i City Clerk CARLO COLOSIMO KEN KOCH JACKIE MILSCHEWSKI ARDEN JOE PLOCHER CHRIS FUNKHOUSER JOEL FRIEDERS SEAVER TARULIS ALEX HERNANDEZ Ordinance No.2018-,)v Page 3 Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this Ig day of S PIT-M 8F-k 52018. Mayor Ordinance No.2018-off$ Page 4 SAL PIAT OF SUBDIVISION iff GREEN GRAPHIC SCALE FINAL W Safit T2 AE.,PRaFCT MANAGER o I L=39.27'R=25.00'- YORKVILLE CH SCHOOL E +, �00-7"-7560 VALID? Pd..S,PMECr 5URWIW CB=N89®57'14"E CH=35.36' $"-7W-7MO t LN .� '' . A SUBDIVISION OF PART OF RAST 1/2 OF SECTION 10 TOWNSHIP 36 NORTH RANGE 7 c � 0 1= w I twb 80 it f PRS Off' PRINCIPAL SII MERIDIAN, AND A RESUBDIVISION OF LOT 358 IN � fE W C OF YO SUBDIVISION, UNIT 1, IN THE UNITED CITY OF YO - CENTZ"RUNE mpm p ' =' INDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS -- S84035'378E 133. .�o. BOUNDARY LINE z z �W 22' RIGHT Or WAY UNE KVI87 LOT LINE U o `o s wwG7 N41'58!22'.E E57�(Cl< 00 �- c i C' 65 o'R.o.W HEREE F PURE CA TED f + * 'i"' BUILDING SETBACK UNE � 'ryJ[► '1 , ► t DOC' N Qe' PER DOC.2L o[�J528x � qtr a 3f�* ci �z a.(A�ca w 38.46 �- EASEMENT LINE S W �m L-142. Ft=265.t}{# �, ' C' F` DENOTES AREA HEREBY DEDICATED c a II CB=N29'31'00'F-CH=141.08' ctr rx c`''i ,Q , �c9► \ 'sir �`�. TO THE UNITED G1Tt OF YORKViLLE iaD'f u.&u.E �s�.�' ` \ „-, itl •1;p \\ FOR PUBLIC RIGHT-OF-WAY AND HEREBY GRANTED �'��'- 190 �L. � �/��. �� wE .���� """� UTILITY PURPOSES. �m m�m c�ii a)m n w cc cc to ,27 • DENOTES&W IRON ROD Ff)tlND '� ''" .� IGID'F+U.&D.E. 1�7' 'w rn t•-N aT rn / v v cv o cv cv ev 30.0`8.S L. o , <' NEHEHY GRANTED r �3 / 0 DENOTES 5ff IRON ROD SET ap4m+ �tyrN0wh 5rT ocficfim r AT COOND? \ rs '✓ Az In r+w w N75055'15'W 106.7V HEREBY GRANTED 42.14 ,•r �2S",�r�� q 3a D'B,SL. / 11 NOO*50'36'E ````ss 9+ u'88, '� 2f°�+ LOT 2: ' Tao,v u. .F 20.0'P.U.&D.E.PER TD fir coNwyw To T,E N.caA. HEREBY GRAN71n � ' DDC 20070OW4521 N29054'28 IV ► �fes, 15' S$4'03,,4aE � ;2 2 3 35t�S. F. ', �r tL 37.33' S76 49'03'W e 117.55 N ar P.u&O.E. ssa'INGRESS/It SS Pu&o.E 70 r ** BE GRANTED BY SEPARA7E D€7CC1/MEET 4�3 tSi 105.48 r'Y \ (r-UfrJRE ROADWAY DED(CArION) 5881O'08`E 85.86' fT S��E N04 X15'16 E 13.2© r- 8 `• �. faD'P.U,&c-E. '"' 21.0'AU.&D.r-TO BE GRANTED Sb'trJ'frl7'Jr3"E 28.E51' _ HEREBY GRANTED BY SEPARATE DOCUMENT CL 8` �. -- 1 Ga D'P.U.dkD.E. ----- `7 ' m N29023'1 5V HEREBY GRAN ,�` ser�4--Fl D. ` >°- 57.FE3' � T,T;.94' 0'P.U. E. #0T / HEREBY GRANTED J T(t I #; LOT I :532.624±S.F. t �,• c� 1223±AC. NOU"45WIE MOO' Ln > ACREAGE LOT 1 12.23 cc. ,tp .► �!A cv z ro LOT 2(RE 7E7 do OPEN SPACE 5.12 Grc. TaD'P U., .E a r- o TOTAL GROSS ACRES 17.35 as. HERE✓TY c,RAN rEp �, e*�cv . to u SSs'7,$'.33 E 100' ,��i f ` \\ UNSU D© RFEST PER vic*4527-E moo,0. ` �.�+R GTG 201000016327 1. ANNOTt1TION ABBREV7AJIQNS- 72 ` � rte jrri . BSL-=BUILDING SE78ACK UNE E' � � , , BS.D'rNG SS,4:1�S Jr P.U.&AE:TO �. I 'y N754527'L� 3.54 \ a'GRANTED BY SEPARATE r POB=POINT OF BEQNMNG 74 ( ROADWAY t DTeATTGav) P.U.&D.E..=PUBLIC UTILITY dt DRAINAGE EASEMENT „/r�' Ln S.M E.-STORNI�'ATER MANAGEMENT EASEMENT � � � i H.O.A. =HQ;i� ONNER'S ASSOCIA 77ON �h j .To a'8.S L. 2. THIS PROPERTY IS W THIN THE CORPORATE UMI 75 OF 774E ' /°� �� ✓' / `cs tJ H UNITED CITY QI'YORIc'VTLLE. // },_ J. 5/8"STEEL RODS SET 0 ALL EXTERIOR CORNERS UNLESS Uf� ED r�:14'.__ `!`�� ` �y o QTNERHgSE NOTID. 518*STE'E'L RADS INCL BE SET AT ALL N14'14�'1!' N1¢74:T3''W 1.3tTD' INTERIOR CORNERS 149THIN 12 MCA!JTNS OF RECORQATICJIV. \ ! ` 2G!D'PU-&aE TO BE GRANTED W t ,1 V 100 l BY wARATE DocU NT p 4. DIMENS70NS ALONG CURIES ARE A, DISTANCES UNLESS 5 :T 07HERWSE NOTED57 273 0'P.u.�.F_.PER ff !7 94 5. N DIMENSIONS SMALL BE ASSUMED BY SCALING. I N 6. ALL BEARINGS AND DISTANCES ARE BASED CAV A LOCAL ��" DDC.200700004521 1 o COORDINATE SYSTEM 1a D'P U.&D tE HEP.EBY MAN._ 7. LOT.2 TO BE CONI�YFD TO T7YE ASHLEY POINTE HQ�lEQi�AIERS -, `> ASSQCIA7I0N. 1 8. OPEN SPACE TO BE OI4WD AND MAINTAINED BY HOMEOIRVERS' s 9. B�LICAt1T TY AND DRAINAGE EASEMENT AND STLR lFV,47FR 8- CB=S1040908"E \ 1 i` (rn C) MANAGEMENT EASEMENT GRANTS!?OVER LOT 355 NY 7.Y3 !_=168.88'R=287.0{?' I N PRESTINCK OF YORKWLLE,UNIT 1,PER DOCUMENT 9 CH=165.89 2006 0003528 7 ARE HEREBY VACATED AND A3ROGATE'D. 10 A PUBLIC UTILITY AND DRAINAGE EASEMENT AND STORMWAMR ` ' � �"'�'� •� MANAQMENT EASEMENT ARE HEREBY GRANTED TQ THE WE N R- POINT OF COMMENCEMENT UNITED CITY OF YO KOLLE OVER ALL OF LOT 2. POINT OF BEC-4AWING � ! � rouw 1'IRON PPE 11. EXISTING ZONING ISR-2(UNITED CI1Y OF YORKVILLE) o NER •,�$$'C1Q'(72"6+Y 5.3fl8.07' _ ._._.__...._ "�� f S88�W 211.671' �b ��• �j 4 L=139.78'R=267.00' I a 9 FZJ W 1/z' RDA Iry 7E / C8=822'66140"W CH=138.19 I 0 Lrir.l 3 IN LOCATION OF kWN PTFE PER 1 o T 201000018329 j - I UNSU��pEt? SET cc>�TGaRlrr>:T�+aUuDrr � a PREPARED JUL 1 ST,2018 AT f � EAR IS oN1 INCH ora t �,' v'T r EsS u&D.E r1� ( OFMAL DRAWINGS PREPARE Y: BE GRANTED BY SEPARATE DG TENT (FUTURE ROADNA DEDlCr 79W) U I' Ir NOT ONE INCi I. ADJUST SCALE ACCOMMLY DRAWN BY:BJB BERNARD J.BAILER to ` ILLINOIS PROFESSIONAL LAND SURVEYOR No.3799 2018€0014002 ROVED . LICENSE EXPIRES- 11/30/18 . DAM 07/2/13 DE Bum GILl.EwE JOB No, 88130135 a III`t'ORD11 It-ItENDAIJf COUNI NI`r'11. RFCORDFfa 4/2642013 0{1;PIM �N R. FOUND 1'!Ft"tA PIPE SHEET PL,Cr 73M VJISFSFEE 111141 1D 1 1 OF 2 a 7/31/2018 3:12:13 PM PAGES:? 10 14)4' J:\2013\88130135\Survey\Dwge\FP-88t3tLI,3p+lfbrkville_Christ on-School.-REV9.dNg ` rZ x FINAL PLAT OF SUBDIVISION PINs:PT.05-10-200-007 YORKVILLE CHRISTIAN SCHOOL RESUBDIVISIOX 05-10-277-001 201800014002 uj A SUBDIVISION OF PART OF THE EAST 1/2 OF SECTION 10 TOWNSHEP 36 NORTH RANGE 7 DFBBIE GILLE-1-fE QMM7F 10-CORDER-KENDALL LA)l 191Y.It. EAST OF THE THIRD PRINCIPAL MERIDIAN, AND A RESUBDIVISION OF LOT 358 IN L sTA ir or._Tte RECORDED:Y'1261_10 18(13,15 Pm 2 b v)z 02 -A,.,L PRESTWICK OF YORKVILLE SUBDIVISION, UNIT 1, IN THE UNITED CITY OF YORKVILLE, PLXf'7819i RfiSPSFEE l000 z lx z w m< C"ry OF L,0 o >-::� KENDALL TOWNSHEP, KENDALL COUNTY, ILLINOIS 0 PAGES.2 z THIS IS TO CERWY THAT Ag g )w w"m L 0(j --, AAEIWOWAMCF71EPRODOTYDESCRTgMkVWFORECOW&W 'SCE17FICATEAND Q�z HAW CAUSED 7W SAME 710 BE SEJRWVED.SURDAWED1.AND PLA TIED AS SHOWN HEREON FOR THE 0 2 CL Lj 0 USES AND PURPOSES WREN SET FORTH AS ALLO*W AND PROWED FOR BY STA7UT&AID DO 0 HEREBY AACKNOMIDGE AND ADOPT THE SAME UNDER THE STME AND RRE njo?EON WNCATED OVA= 4L) a> A NW-EXCELISIA5 EASVdVVT FOR SERANG 7W StlaaWSION'AND 07HER PROPERTY NTH ELECIM cl THE VAMSICAW H17WY DEDICATE"FOR PUWC USE THE LANDS SH0#N ON INS FLAT FM AW COAM"WAIZON SERVICE IS HOZEBY RESERVED FOR AND GRANTED TO ujRo=im-8 INORWOWAREM STR&FN ALLEn AND PUVEAC SENW-E41 AND HEREBY ALSO RESERVES FW ANY CHY aAd"AD 270NA(c a.a. z a:Lln 6Q ELECTRIC,rAS�TELLPHOW CABLE TV OR OHIER TElECQWMWCAI)QVS COMPANY UNDER FRANCHISE COWONWEXL7H EDISON C!OMPANX AMERf7EC%4 ILLINOIS*.ko.ILLINOIS BELL TELEPHONE COMPANY, AGREEMENT WIH THE LWIZED CITY Or YORKWIZ THOR SUCCESSORS AND ASShGWs IHE EASEMENT STA IE OF UNDIS GRAWEES� 81818191le El el PROWSWNS'WiffCH ARE SrATED HEI�ECN. )Sl V)V)to V)V)-0 W COWTY Or XSWALL) 77AW RESPECRVE LICENSEEs SUCCESSORS AND ASSIGN.V, GNTLY AND SEVERALLY To CONSTRUCT E E E E E a;OR THE UNDERSIGNED FURTHER CER71FY 774AT ALL OF WE LAND INCLUDED IN THIS PLAT M W7HW OPERATE REPA#? 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INDKE ARE COUNTY CLERK OF KEWALL CO(Wrl�ILLINOIS,DO HEREBY TO CONSTRUCT INSTALL RECONSTRUCT REIRA19 REMOK REPLAC& W55PECr UAW7AW AW NOR771 JO DEGREES 45 WM17ES 27 SECONDS EAST PERP0AWCUtAR TO LAST DEMMED UK OPERATE UNDERVR~TRANSANSSION AND D67MBUMN SYSTEWS AND UNLS UNDER THE SURFACE 16456 FEE7.' 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LOTJ!Ie� TMMMNOR7H29"WEYSS#UWUIES26-WCWSWSrALCNGASOUINWESTEMY Y or '20 - LW OF SA49 LOT-164 57.M MT 70 A cw#v?OF SAID,LOT j5av waicE NoRm oo omurs STATE OF ALWaS A NON-SMU2W CASEWMT IS ALSO IAERMY RESERVED FOR AND GRANTED TO THE WTED CITY 50 MWU7ES 36 SECONDS EASE ALONG A mm7my LM or SW tor_-.4 5i.ar Frrr, vevcr w )as, OF YORKWLE VJNOIS TO CXWS7RUCE INSrALL ROMSTRUCr.REPAR,REMOVE,REPLACE AND nM77Y 6J DEGREES 29 WM17ES JI SECONDS WSr.42-14 FEFT TO A SOUTHERLY LINE OF SAfD wvror Mums FOR THE mmsmwoy AND Dysiwumw OF WATER.SAN sr*s7$.swTARY LOT X-4 DOICE NORTY 75 DEGREES 55 M%VIES 15 SECONDS VOESE ALONO SAO SOUTHERLY COUNTY a-xzmAiL) SENERS AND EWC7WTY.W7HN THE AREAS SHOW CAI W PLAT AS'PtWC U71UTY&DRAWAGE LW&IOM78 FEET TO IRE W57MY MOST scuTH*Esr coRmER OF Up LOT jso� m2mcE ALONG APPROVED AND ACOPTED BY ME AAV CITY COUMM OF THE UNITED CITY CF YORKWLE, EASEUEA171,70GEMER WIN A RICHT OF ACCESS nk-REM FM THE PERSDAWn AND EQU*UgVr THE FOUOWNC 16 COURSM ALONG 7HE NESIERLY AND NORDiERLY UAFS OF SA0 LOT Jft (f) COWY apm NECESSARY AND REQUIRED FOR 9"USES AND PURPOSES NORTIMRLY 14180 FECE ALONG A NON-TANGEN/lAt CURVE TO 7HE RIGHT SAID CURW BEWG THE umvis;"s 2ft DA Y OF jrf P 1�4 20-a- "csmw-y MOST LNE,or SAID Lorkw AND HAVWG A RADIUS OF 2=00 FEET A CHOW THAT INC ABOVE NAMED FNIITIES ARE W-MY GRANTED INE RIGHT 7Z)ENTER UPGN EASEM04TS hEREN BEARS"IN 29 DEGREES 31 MMTES 00 SECOWS EAST AAV A CHORD OF 141.06 FEET' (2) 93 DESOMM FOR THE USES HEREW SET FORIN AND W RIGHT TO CUT INW,OR REMOW ANY NORTH 41 DEGREES 58 UWLITES'22 SECOWS EAST M46 FEET! (J)NORTH 44 XG?MS 57 1 MNUTES 14 SECONDS FASr.11175 FEET TO A POINT OF CURVAItIRE. (4)EASTERLY J9.27 FEE4 I TREEX 9MRS'OR 07HER PLANTS WPM W AREAS DESIGNATED AS 'PUBLIC UWTY AND KEAMLL 7V*NS DRAINAGE EAsoiavr'*#cH w7ovDw wiH iw coNsTRucrm wsrm.LA=v RecONsmucrtm ALONG A TANGENTIAL CURVE 101 YHE RXHr SAID CURVE HA VING A RADIUS OF 25.00 FEET,A VP MA MR REPAIR, R04OVAL. REPLACELENT MAW7EAANCE AND OPERATION OF INEIR UNVERGROEWD CHORD THA r BEARS NORTH 89 DEGREES 5 7 AAWTES 14 SECONDS EAS T AND A CHOW 4OF_31 36 C uww ) q ho MANSWSS00N AND DISTROUZZON SMERS AND FAQUVES APPURTENANT 71WMM NO PERUIAMENT FEEI,' (5)SOUTH 44 DEGREES 57"NUIES f#SECONDS NEST I5aOO FErr. (6)SOUTH 49 z )IS DENW&Cs, SZRUC7tfflErN OR 019STRUC71VIVS SHALL BV CONSEIKACTED IN, ~, OR OVER ANY DECREES 49 MAWTES 46 SECONDS EAST TOZ54 FEEr (7)SOUTH 55 DEGREES 49 MlNVIr5 25 0 C"Ty OF WOIS AREAS DESXM7ED AS IPUBUC UlXJTY&DRAINAGE EASVAENr BUT SUCH AREAS MAY BE USED SECONDS EASE 80,00 FEEr; (8)SOUTH 64 DEGREES 04 MMIES 50 SECONDS EAST,94.2J FEE7,' ILL Ty OF FOR GARDEN4 SHRUBSL TREIS,LANDSCAPING,DRXE#AY.%AAD OlHER REtAIED PURPOSES THAT (9)SOUTH 62 DEGREES.30 AMWIES'12 SECONDS EASE 25Z25 FEEr; (10)SOUTH W DEGREES It IS DO WREBY CER71FY THAT ALL MATTERS PD?TAWNG 710 THE" DYGNM'S CERnFr.4 DO NOT LMEASONABLY INTEVERF WTH THE USES iiEREIN DESCRAYM. MWUIES 2J SECOMS EASE ioai5 FErT. (11)SOUTH 84 DEWSES a3 MINUTES 44 SECONDS EAST, 54FAR S 71 -WAY REQUASWENTS AIIONS GOWNNG PLATS AlOOPTED BY THE imm FEEr (ig)NORTH 77 oEQuzs 46 um7rs 241 SECONDS EAST 119.65 AECT; (Q)NORIN IN)HE'REG(A STA TEr Of ILLWO/S nic OCCUPATION AND USC OF 771F NON­QXUJSIVE EASEVIENT HVW�N GRANTED AND RESERVED COUNTY 60AAV OF AS THEY PERTAIN TO 7HE AMVC(M PLA E HAVE 57 DEGREES 26 MAVIES 46 SECONDS EAST 119.65 FEET, (14)NORTH 36 DEGREES J7 MINUTES FOR W ABOVE NAMED EN77M By EACH OF SUCH aMTAES SHALL BE DONE IN SSUCH A UANNER BEEN COMPLIED DA Y OF 20- COUNTY OF KfAIDALL) SO AS NOT TO INTERFERE W7W OR PRECLUDE TW OCCUPATION AND USE THEREOF BY 07110? J7 SECONDS EAST=JS nXr. (15)NORTH 22 DEGREES J8 MWL17ES 17 SECONDS E45r, tO7 66 EN7771ES FOR WINCH SUCH EAV44ENIS ARr GRANTED ANO RESER14ED THE CROSS)NO AND ffEl, (16)NCR TH IJ MOM ES 40 AWTES 06 SCOWDS EASr t2a 9 7 FEET 70 IW NOR MERL Y RECROSSING Of SAM EA5&ENTS By WE ABOW NAMED EN77VES SHALL BE DONE W SUICH A MOST upW or SAID Lor im Amp rw s4!7uvtvm Y nywr-or-m Y uNr or wormaw LANE;PER low% CITY ENQ!NEER FOR INE EWITED CITY OF YWXW-LE DO MANNER SO AS NOT TO WM�FERE` W7K VARAG& OR DISTtMV ANY TRANSW5310N AND SAID PRESTWCK OF YURKW"LWIT 1, 7I�SOUTH 64 DECREES 35 AMIES 37 SECONDS NillpFUGHWAY CUMNISSIONER HEREBY CER 77FY ZNA T 774E REQUMM IMPROMEMEN IS HAW BEEN JNSTALLED OR THE REQUIREU Dt$MW71ON SYSTEMS AND FACUIZES APPUW7EVoWT 71YEREM EXWM WYM THE FASEAMVTS EAST,ALONG SAID SWDOX Y RIWr-CF-W4 Y LX&IM22 fEET TO A POINT OF rANGENCn GUARANTff COLLATERAL HAS BEEN POWED FOR 7HE COMPLE11ON OF ALL REQU0RED M6%VWWMM BENG CROSSED OR RECROSSED NO USE OR OCCUPAnON OF SAID EASEMENTS BY THE ABOW 7H�E SOUTHEASTERLY.JI.154 FEll ALONG SAO SGUINERLY RIGHr-OF-WAY UWE,t0NG A loppl, NAUED ENTrws SNALL CAUSE ANY CHANCE IN GRADE OR WPAO?OR CHANCE THE SVRFACE TANGENTIAL CVR`W TO THE ftfGHr SAO CEXRW HAVING A RAOXJS OF 267.00 FEET,A CHORD THAT DATED AT Yawww aLwafs 7F#s A171' DAY OF 20_/?� DRAINAGE PATTERNS BEARS SOUTH"DEGREES.17 k^V7XS 07 SECONDS EAST AJW A CHORD Or 2".83 FWr TO A QA4QU4QE CERHFAQ47E SOURADXY CORAFER OF SAID PRESTWCK OF rMWL&UNIT 1; INENCE NORTH 72 DEGREES 41 FOLLOWNG ANY NVRW TO&r POWMA&V BY ThE(NZED CITY Of YORKWJE IN THE EAERCISE OF MWUIES 2J SECONDS EASE ALONG A 5VU7hMY UNE OF SAW ARESTNt"OF YMTW.L&vmr I. STA IF or ILUMM ns rAsptaiT Rimis wjwN ozwniv,sw CITY sHN.L HAW No cu"rm)"7H PESPECT 70 AND RALVAL TO LAST OESCRWD CURVE.ftOO FEL-P, V�NQE`SOVnfiXY 16,197 f"E"ALONG A 0 SURFACE RES710RA770N. INCLUDING allT NOT LUTED 10, 7W RES'TORAWk REPAW OR NON-TANGENRAL CURW 70 RtE RIGHT,SAA)CURVE HAVING A RADIUS OF JvlUOO FEET A CHOW C"TY OF KEWALL.))SS RrpLAcwENr OF PAvEmEmr,CuRif,wriLms, TREE,-�LAmw OR SWEAWERy pROmxu,HolwVER, THAT BEARS SOUTH OJ DEGREES Of,,UWU7ES$7 SECONDS EASr,AND A CHORD CF 16A 25 FEE'T TO E-4 C17Y EN01NEER THAT SAID CITY SHALL W OBLIGATED,FOLLOWNG 9"MAINTENANCE WoK TO HAOqXL AMD A POINT OF TANG&K)A, ZIOKE SOUTH If DEGREES 14 MWUTrS 44 SECONDS WST.TANGENT TO 41CUNO ALL MViCH GREATM 50 A$ 70 RETAW SEHIAME DRAWAGE, TO COW PAICH ANY LAST DESCRIBED CURVE,156.86 FEET 70 A POINT OF CURVA IZIRC- ZMEAWX SOUINERLY 261.46 6z W 12!Lk!11:11-44 tlkQ HT-L REGISTERED PROFMONAL ENON417?AND ASOHALT OR CCNCRETE SUWAC&TO R&WOVE ALL EkCESS DCBR*AND SPM AhV TO LEAVE THE FUT,ALONG A TANGEN71AL"#?W 110 THE LEFT,SM CURVE HAVNG A RADIVS OF 46ZO10 FWT.A OWER(OR AS A TTORNEV SUSMIT THE TGPOWA-MCAL AND PR0FXE`S WES A/4 TO TME BEST MAINIE)VANCE AREA h A CENERALLY aZW AND WMUAA#JKE CONDITION 011ORO 7HAT BEARS SOUTH 04 DEGREES 47 MlNUrES J7 SECONDS EAST AND A CHCM CF 25&05 OF OW RNOKEDGE AND BELIEF WE DRAINAGE OF SUWACE WA ZERS MU NO r BE CHANGED BY ffZr- n!VKE SOVIN 59 DEWEa 48 ANNUTES 26 SECONDS KST RADIAL TO LAST DE=WEV IW CONS7RVCWN OF ZMS SUBMWSAON OR ANY PART niEREOF OR THAT IF SUCH SURFACE ABRO"DaY NO 7E, CURVE-=00 FEr7` 7H&CE WWWASIERLY,69.75 f=ALONG A NON­E4htVVA4L CURW TO LL WATER DRAINAGE WU BE CHANGEDL REASONABLE PROWS'WNS HAW BEEN MADE FOR IW 7HE LDrT SAID CURW HAVING'A RADIUS OF.3=00 I=A CHORD THAT BEARS SOUTH 24 C3 COUEC7XN AND DIVERSION ar SUCH SWACE WATERS NW PV&X ARE�OR DRAWS WCH THE DECREES JO MINUTES Of SEM475 EAST AND A aim OF 6&7v FLEr TO A Powr or mmaEwy, THE APPROVING AUTHOAY77ES ON SICAIWC mis pocumwr hrAwy n2ftmmg YdNAGagm LksoffivT �Z4 SUM VOER HAS A RIGq T TO US&AND zmA r suw-qkvAm wA TrRs wu Br WAZED FOR w RELEASE AND CONSENT TO THE RELEAS&VACA 7ION,AAV ABROGA TICN nlf�SOUTH 28 DECREES 16 AoANUTES`03 SECONDS EASE rANGENT 70 LAST DESDR16W CURV& ACCORDANCE WTH QMRALLY ACCEP70 EIVONEEM1 PRAC17CES$0 AS TO REDUCE THE OF THE EA IS AS SHGWi AN rAsEmvir is j4EREvY REvRvm FOR Ato agm7EO 70 THE UMIED CITY OF yoAKW_LE AND To 19111 Far TO A POWr OF CVRVAnM ThENCE SOU7HEKY 16a6B FErr A LONG A 7ANGENTAL LXaNGOO OF DAMAGE TO THE AOVNlNG PROPERTY BECAUSE OF'7W CCNS7RUC`l7GN OF THIS 17S SUCCESSORS AND ASSIGN-"%OVER ALL OF THE AREAS MARXED sruemoxiER AoAmA6svkNr CURVE 70 774C RJOHr SAO CVRW HAVING A RADIUS OF 26700 FEET A CHORD,zImr oiAn EASEWENT'(aWfid4tod SM.E) ON W PLAT FOR Aff PSWETUAL RIGHT PRIWEG& AND SOUTH 10 DECREES 09 AMUTES 06 SECONDS EAST AND A CHORD OF 16.189 FWr,TO SAW PONT AU7jqoMry To SURWy GGIVSTRUCr RECONSINIXT REPAIR, INSPECT MAINTAIN AND OfTJRATE OF BEGINIONG.ALL W WE LINITED CITY OF YORKULL&KVCALL rOVOISW,KENDALL CaNTY DA ZEV WS 140-DA Y CW 2019 STOW SEWERS AND THE STORMWATER MANAGEUANT AfffA. 70GEZIMN WIH ANY AND ALL &LNaS AND CONZAMING 1&01 ACRES OF LAND MORE OR LESS ACCEP DA TE. Amp NECESSARY MANHO." CATCH BASN-S, SANIIARY XWERS� W47ER MAWS, ELECTRIC AND k4wwz aiu jVJVH4At co&woqiy 444t AM,j4 COUMUNICATM CAfita CONNEC`IWNS� DITCH0% SNAUS. AND OTHER STRUCTURES AND I l4v oe��A=c APPURIENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY OWK WM ALONG,UNDER AND -�R'tQS7&E0 PROFESSIONAL&KINCE17- THROUCH SAID WDICATED, EASEMENT. TOGETHER WIN THE RIGHT OF ACCESS ACROSS TW t rwmp?cERpry rHA r WE PLA r IIEREON DRA)W 15 A CORRECT AND ACCURA ZE REPRES9VTA ray &-A%- PROPiRTY FOR ACCESSARY MEN AND EWPMENT TO DO ANY 04F THE ABOVE WRX THE RIGHT IS OF SAID SURVEY AND SUMW904 ALL DISTANCES ME SMW IN U-t SWWY FEET AND DECAVAL ACCEPTED: DATE: ALSO GRANTED 70 CUT DO)K MW OR REMOW ANY TREM SHRUBS OR 0771ER PLANTS ON INE PARIS PIEREOF. CaWWWWEALIN&XSCW EASSWNT THAT nv7vnw ww iw a-mAwm OF smRs OR owER u7wjms No PowANOT 3t BL#4404" SHALL HE PLACED ON SAID EASE110ir NO CHANCE' 70 THE 70POGRAPHY OR smwmmi mAmAGEmENT sixtociuRis wim nqr EASEMENT AREA SHALL BE m"wwour I FUR7HER CERWY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY 15 LOCATED W7,HW A ExpRew WRITTEN comwvr or 7w CITY cmavity.BUT sAur MAY or USED FOR PumvsES THAT SPECIAL FLOCO HAZAR0 AREA AS fi7DVWF?ED BY THE FEMAL GAERCENCY MANAGEWDYT AGENCY 00 NOT 7HEN OR LATER WTERFVE W7H THE A-MESAV USES OR RIGH7S. BASED ON FRU MAP NO.17093CO125%REARWO AN U�W DA7r OF.FERWARY A 2009. ALL ACCEPTER' DATE' or 7wr PROPERTY is LOCATED III zow'r,AREAS DE7EAwhw To BE oumw OF 7w a2x htCl?COMPANY THE OANER OF THE PROPERTY SHALL REMAN RESPONSOX FOR THE AtonENANCE OF IHE ANNUAL CHANCE FLOODPLAW. BAR 13 CNE INCH ON STORMNAZER MANAGEMENT AREA AND APPUR70VANCES THE UNITED OTY OF YORKMIE ftL OMCIAL DRAMNr�S PERFORM ONLY EAiERGMCY PROCEDURES AS DEEMW A(ECfSSARY BY IW QTr ENGqVM?Of THE o��I" (hvlrD cm OF YORKWIFS I FLR7HER CERTIFY THAT I HAW-SET ALL D(MWOR SUWWWON MONLAIENTS AND DESCRIBED MV4 ir NoT ONC INCH, ON 71WS FINAL PLAT, AND THAT ALL WSWOR U014UMENTS SHALL BE SET AS REWIRED BY AccEpnm DA TE. STATLIZE(UWW REWSM STATUZES'ISM,CHAPTER 109 SECTION ADJUSr SCALE ACCORCINGLY m1cl PAMOMAN AW&KE W&&LSWLyr I fURniM CER?WY THAT W PROPERTY SHOW ON 7HE PLAT htWEOM ORA)W iS 517UAIED WTH4V CRA%N BY:13JB 7wr uAv7w CITY or rowwt.Z&irs succmcffa brENSEES AND ASSIGNS,ARE HMWY GIVEN! 77�E CORPORATE LWTS OF THE'UNITED 07Y OF VORKWELE,9LM.% W#CH IS EWRC15INC THE C"TY RtQHT rO FAW STAMOV EASE19NT RIGHTS OWX ALL AREAS ON THE PLAT MARKED WDESTRMN FASaiENT7. IS&E TRA4L SPECIAL POVERS AUTHORAZED BY DlVlS(ON 12 OF ARr(CLE`It OF THE ILLMOIS'MLAICIPAL CODE AS APPROVED-. MRF EASEMENT' 'PEDESTRIAN AND BWE ZRAX EASEIENT"OR*STORMWATER MANAGEMENT EASEMENT' jc43 DATE: 0712/13 NOTICE-' TO CONS7RUCT, XSrALL REMYS11WOr REPAW, RSWOVE_ R&qACZ MISPECT, MAWlrA#V AND KEADALL COUNTY HAS A LQVC RICH MADIRON IN AG&CUL7VRE AND OPERATE mcsimAm AND wrctE IRA"PAZ OR topAum Fm pe uw Am Emoyhoyr OF ILB No. 881,30135 Rmycm THE Roic im r momio commArs To PLA Y w snApwo 7w THE GE7YERAL PUBUC. THE AHOW NAMED EN77YES ARE HEREBY GRANTED 7HE Mair 70 ENTER Gvtw r S&L A r rowwjz xLw=77ws 41 sr DA Y* A.I Y 2018. if ECONOMX VIABILITY OF 7W COUNTRY PROPERTY THAT St#WOR7S INS UPON EASimmys HeREw Desmo FoR iw usEs Hum w room AND Inc RIGHT To cvT SHEET INGUSIRY 15 INDICATED BY A ZONING MOC47OR-A-1 OR AG SPECIAL nw OR Rojow Amy im"x sHRues OR OTHER PLANTS jwnm 74 EAsEwmr AREAS iii� Ubk�ANYa-E CONSTRUCTWO A RE5QE?VCF OR FAC4EITY NEAR THIS ZMW GRANTED1 MlCtf hVTE7VM WIN 7HE CONSTRWIM WSIALLA77M MCON57MX77M REPAP, SHOW W A WARE INA T NOMIAL AGRIGUL TURAL PRAC 71M MA Y RE 3UL T ROMAL REPEAC54ENT WSPEC77ON MAIN7ENAA110E AMD Ol`aAT?(W THEREOF NO 7EWORARY OR IN OCCASIONAL SWLLS;DUST 51GHTS.NOISE AND UNOX HOURS OF PeRAmmeNr Bunm= smucTuRrs OR cosmucnws s4Au BE PLAcED av OR ovER swo BERNARD a BAUD? z 2 OF 2 0. 7/31/2018 3.12:13 PM OPERATIONS THAT ARE NOT nl'Xk IN OZHER 22W EASEMEN73'7HAT WTDUBW KOH WE RIGHTS HUMN GRANTED. ILLNOIS PROFESSIONAL LAND SURVEYW.NO.OJV-J799 8130135\gurviry\Dwgs\r-P-881.70135-Yorkviile-Ct-,ristion-School-REV9.dwg LICENSE EXPtRA 77ON DA IE I fl-5011 8 J:\2013\8 X i DEBBIE iOIL..L.EYYC RECORDER - KENDALL COUNTY, IL RECORDED: 9/26/2818 83:15 PM CORR: 39.66 RHSPS FEE: 18.00 PAGES: 2 SURVEYOR'S CERTIFICATE OF CORRECTION FOR THE FINAL PLAT OF YORKVILLE CHRISTIAN SCHOOL RESUBDIVISION I, BERNARD J BAUER, ILLINOIS PROFESSIONAL LAND SURVEYOR NO.035-003799,AM THE SURVEYOR OF FOR THE FINAL PLAT OF YORKVILLE CHRISTIAN SCHOOL RESUBDIVISION,A SUBDIVISION OF PART OF THE EAST 1/2 OF SECTION 10,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND A RESUBDIVISION OF LOT 358 IN PRESTWICK OF YORKVILLE SUBDIVISION, UNIT 1, IN THE UNITED CITY F YORKVILLE, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS RECORDED �P �jW46A W/� AS DOCUMENT o�I��D0/640Do2 , IN KENDALL COUNTY, ILLINOIS,AND AS SAID SURVEYOR DECLARE THE FOLLOWING CORRECTION TO SAID FINAL PLAT. THE LEGAL DESCRIPTION APPEARING IN THE SURVEYOR'S CERTIFICATE UPON SAID FINAL PLAT IS INCORRECT AND SHOULD READ AS FOLLOWS: PART OF EAST HALF OF SECTION 10,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,ALONG WITH LOT 358 IN PRESTWICK OF YORKVILLE, UNIT 1,ACCORDING TO THE PLAT THEREOF, RECORDED OCTOBER 31ST, 2006 AS DOCUMENT NUMBER 200600035287, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 88 DEGREES 00 MINUTES 02 SECONDS WEST,ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER, 291.66 FEET FOR A POINT OF BEGINNING; THENCE SOUTHERLY, 139.78 FEET,ALONG A NON-TANGENTIAL CURVE TO THE RIGHT,SAID CURVE HAVING A RADIUS OF 267.00 FEET,A CHORD THAT BEARS SOUTH 22 DEGREES 56 MINUTES 40 SECONDS WEST AND A CHORD OF 138.19 FEET; THENCE NORTH 59 DEGREES 14 MINUTES 33 SECONDS WEST, 923.61 FEET; THENCE NORTH 30 DEGREES 45 MINUTES 27 SECONDS EAST, PERPENDICULAR TO LAST DESCRIBED LINE, 165.56 FEET; THENCE NORTH 59 DEGREES 14 MINUTES 33 SECONDS WEST, PERPENDICULAR TO LAST DESCRIBED LINE, 269.27 FEET; THENCE NORTH 29 DEGREES 23 MINUTES 15 SECONDS WEST,ALONG THE SOUTHEASTERLY EXTENSION OF A SOUTHWESTERLY LINE OF SAID LOT 358 AND SAID SOUTHWESTERLY LINE,57.66 FEET; THENCE NORTH 63 DEGREES 29 MINUTES 31 SECONDS WEST, 405.85 FEETTO A SOUTHEASTERLY LINE OF SAID LOT 358; THENCE SOUTH 76 DEGREES 49 MINUTES 03 SECONDS WEST,ALONG SAID SOUTHEASTERLY LINE, 105.46 FEETTO A CORNER OF SAID LOT 358; THENCE NORTH 29 DEGREES 54 MINUTES 26 SECONDS WEST,ALONG A SOUTHWESTERLY LINE OF SAID LOT 358,37.33 FEET TO A CORNER OF SAID LOT 358; THENCE NORTH 00 DEGREES 50 MINUTES 36 SECONDS EAST,ALONG A WESTERLY LINE OF SAID LOT 358,51.81 FEET; THENCE NORTH 63 DEGREES 29 MINUTES 31 SECONDS WEST,42.14 FEET TO A SOUTHERLY LINE OF SAID LOT 358; THENCE NORTH 75 . DEGREES 55 MINUTES 15 SECONDS WEST,ALONG SAID SOUTHERLY LINE, 106.78 FEET TO THE WESTERLY MOST SOUTHWEST CORNER OF SAID LOT 358; THENCE ALONG THE FOLLOWING 16 COURSES,ALONG THE WESTERLY AND NORTHERLY LINES OF SAID LOT 358; (1) NORTHERLY, 142.80 FEET,ALONG A NON-TANGENTIAL CURVE TO THE RIGHT,SAID CURVE BEING THE WESTERLY MOST LINE Page 1 of 2 OF SAID LOT 358 AND HAVING A RADIUS OF 265.00 FEET,A CHORD THAT BEARS NORTH 29 DEGREES 31 MINUTES 00 SECONDS EAST AND A CHORD OF 141.08 FEET; (2) NORTH 41 DEGREES 58 MINUTES 22 SECONDS EAST, 38.46 FEET; (3) NORTH 44 DEGREES 57 MINUTES 14 SECONDS EAST, 113.75 FEET TO A POINT OF CURVATURE; (4) EASTERLY, 39.27 FEET,ALONG A TANGENTIAL CURVE TO THE RIGHT,SAID CURVE HAVING A RADIUS OF 25.00 FEET,A CHORD THAT BEARS NORTH 89 DEGREES 57 MINUTES 14 SECONDS EAST AND A CHORD OF 35.36 FEET; (5)SOUTH 44 DEGREES 57 MINUTES 14 SECONDS WEST, 150.00 FEET; (6)SOUTH 49 DEGREES 49 MINUTES 48 SECONDS EAST, 102.54 FEET; (7)SOUTH 55 DEGREES 49 MINUTES 25 SECONDS EAST,80.00 FEET; (8)SOUTH 64 DEGREES 04 MINUTES 50 SECONDS EAST, 94.23 FEET; (9)SOUTH 62 DEGREES 30 MINUTES 12 SECONDS EAST, 257.25 FEET; (10)SOUTH 68 DEGREES 11 MINUTES 23 SECONDS EAST, 100.15 FEET; (11)SOUTH 84 DEGREES 03 MINUTES 44 SECONDS EAST, 117.55 FEET; (12) NORTH 77 DEGREES 46 MINUTES 28 SECONDS EAST, 119.65 FEET; (13) NORTH 57 DEGREES 26 MINUTES 46 SECONDS EAST, 119.65 FEET; (14) NORTH 36 DEGREES 37 MINUTES 37 SECONDS EAST, 125.36 FEET; (15) NORTH 22 DEGREES 38 MINUTES 17 SECONDS EAST, 107.66 FEET; (16) NORTH 13 DEGREES 40 MINUTES 06 SECONDS EAST, 120.97 FEETTO THE NORTHERLY MOST LINE OF SAID LOT 358 AND THE SOUTHERLY RIGHT-OF-WAY LINE OF WHITEKIRK LANE, PER SAID PRESTWICK OF YORKVILLE, UNIT 1; THENCE SOUTH 84 DEGREES 35 MINUTES 37 SECONDS EAST,ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND THE SOUTHEASTERLY EXTENSION THEREOF, 133.22 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY,446.61 FEET,ALONG SAID SOUTHERLY RIGHT-OF- WAY LINE BEING A TANGENTIAL CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 267.00 FEET, A CHORD THAT BEARS SOUTH 36 DEGREES 40 MINUTES 27 SECONDS EAST AND A CHORD OF 396.34 FEET TO A POINT OF TANGENCY; THENCE SOUTH 11 DEGREES 14 MINUTES 44 SECONDS WEST, TANGENT TO LAST DESCRIBED CURVE, 156.86 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 367.42 FEET,ALONG A TANGENTIAL CURVE TO THE LEFT,SAID CURVE HAVING A RADIUS OF 533.00 FEET AND A CHORD THAT BEARS SOUTH 08 DEGREES 30 MINUTES 10 SECONDS EAST AND A CHORD OF 360.19 FEET TO A POINT OF TANGENCY; THENCE SOUTH 28 DEGREES 15 MINUTES 03 SECONDS EAST,TANGENT TO LAST DESCRIBED CURVE, 193.11 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, 168.68 FEET,A LONG A TANGENTIAL CURVE TO THE RIGHT,SAID CURVE HAVING A RADIUS OF 267.00 FEET,A CHORD THAT BEARS SOUTH 10 DEGREES 09 MINUTES 08 SECONDS EAST AND A CHORD OF 165.89 FEET,TO SAID POINT OF BEGINNING,ALL IN THE UNITED CITY OF YORKVILLE, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 17.35 ACRES OF LAND MORE OR LESS. N� LAND",,,, . o s p BERNARD J.BAUER'•�',c= cr 035-003199 O= :: BERNARD J. BAUER, P.L.S. (bbauer@hrgreen.com�, AURORA tf' '•. ILLINOIS g ILLINOIS PROFESSIONAL LAND SURVEYOR NO.035-N Qom." LICENSE EXPIRES 11/30/2018 �' .,,OFA►L�� ` J9nEfA4-Co Uy HR GREEN, INC. 651 PRAIRIE POINTE DRIVE SUITE 201 YORKVILLE, IL 60560 630-553-7560 Page 2 of 2 Exhibit B Engineering Enterprises,Inc. March 14, 2018 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re. Yorkville Christian School Final Engineering Plains United City of Yorkv111% Kendall County, Illinois Dear Krysti: We are in receipt of the following items for the above referenced project; • Final Engineering Plans (32 sheets)dated February 2, 2018 and prepared by HR Green • Final Plat of Subdivision revised dated February 21., 2018 , ndprepared by HR Green • Landscape Plan dated February 2, 2018 and prepared by HR Green • Traffic Study Addendum dated February 16, 2018 and prepared by KLOA • Overall Site Plan dated February 2, 2018 and prepared by HR Green • Storm Sewer Design Report dated February 21, 2018 and prepared by HR Green • Stormwater Exhibits dated February 2, 2018 and prepared by HR Green • IEPA Sanitary and Water Permit Applications Our review of these plans Is to generally determine their compliance with local ordinances and whether the improvements Will conform to existing local 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, incPs review is not intend ed.as an in-depth quality assurance review, we cannot:and do not assume responsibility for design 6trorsi,orotnisslons in the plans.As such,we offer the following comments: General 1'. An Engineers Opinion of Probable Construction Costs should be provided for the project.The cost opinion should include the public improvements and,erosion control costs for use in establishing the required construction guarantee. In addition, an estimate for all site improvements needs to be provided for use in calculating development fees. 2. The plans should be submitted to the Yorkville-Bristol Sanitary District for review. Their comments should be provided to the City and EEI upon receipt. Road,52 Wheeler Sugar Grove, 60554 ! 1 1 466-6701 • Ms. Krysti Barksdale-Noble March 14, 2018 Page 2 of 4 3. The Community Development Department should confirm that an adequate number of parking spaces has been provided for the expansion. 4. The landscape review comments from PRI are attached. 5. A photometric plan with light intensity values and manufacturer's cut sheets and light pole details for selected light poles needs to be provided. Engineering Pians 6. The intersection at Prestwick Lane and the entrance will need to be a four-way stop. Appropriate signage should be installed. 7. The driveway aprons within City row should be concrete. 8. Connection of the 8" water main to the north-south running 8" water main along Mustang Way should be shown in greater detail. 9. It should be noted that at the connection to the existing water main, the new main will be pressure tested against an old valve. This valve may require replacement. 10. The water main will be required to be looped. 11. The Developer is proposing a limestone path within the planned Mustang Way row. The City should confirm that this will be acceptable. 12. The developer is showing a "future grass overflow parking lot". The City should confirm that this will be acceptable. Traffic Study Addendum 13. The report states Phase I buildout has 103 single family homes in several locations. It should be corrected to read 108. 14. The previous Traffic Impact Study dated August 2013 used a traffic growth rate of 2% per year. No explanation was provided for why 1% per year used in the Addendum. Looking at IDOT traffic counts, IL Route 126 had an ADT of 6,650 in 2011 (the ADT stated in the 2013 study) and an ADT of 7,350 in 2016. That results in greater than 2% growth per year. Detailed support should be provided as to why 1%was chosen. 15. It should be verified on whether buses are planned to be used for the school. 16. The Phase II residential buildout was not included in the capacity analysis for the inters e, on of Penman Road and IL Route 126. Presumably, some of that traffic will be entering/exiting the subdivision through the Penman Road entrance. This will need to be analyzed in the future. 17. We do not support a non-roadway connection to Ashley Road for the full build-out of the school. This should be reviewed and discussed in further detail with Community Development. Ms. Krysti Barksdale-Noble March 14, 2018 Page 3 of 4 18. Timing triggers for the expansion of the parking lot should be reviewed and discussed in further detail with Community Development. 19. We recommend that the main entrance/exit from the future parking area to the future Mustang Way connection align with the Ashley Road connection to limit disruption to future residential owners. Final Plat of Subdivision 20. "Heretofore Dedicated" along with width and document number dedicating the adjacent roadways need to be added to the plat. 21. Whitekirk Lane, adjacent to the west line of Lot 1 needs to be labeled and dimensioned. 22. Easements are needed for the offsite storm sewer. 23. The gas line servicing the building appears to be outside the right of way, at the end of the proposed Mustang Way right of way and needs to be placed in an easement. 24. The easement adjacent to Whitekirk Lane, along the west line of Lot 2 needs to be labeled and have a note saying, "hereby granted", unless it is a PU&DE. If this is the case it should be removed since there is a blanket PU&DE being granted over all of Lot 2. 25. A 10' PU&DE is needed along the west line of Lot 1 adjacent to Whitekirk Lane. 26. The City Plan Commission Certificate should be removed and the "City Planning and Zoning Commission Certificate" noted below should be added. CITY PLANNING AND ZONING COMMISSION CERTIFICATE STATE OF ILLINOIS) )ss COUNTY OF KENDALL) APPROVED AND ACCEPTED BY THE PLANNING AND ZONING COMMISSION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF , 20_. CHAIRMAN 27. The PU&DE for the water main needs to be a minimum of 15 feet. 28. City staff is not in favor of the proposed street name for the row dedication. The street name of Whitekirk Lane should be continued. Ms. Krysti Barksdale-Noble March 14, 2018 Page 4 of 5 TEPA Permit Applications 29. EEI has marked up the IEPA permit applications and will send them back to the design engineer for correction. Once all corrections are made, signatures may be obtained. The changes to the IEPA sanitary and water permit applications that need to be made include the following: • The Facility ID number should be provided on the "Division of Public Water Supplies Application for Construction Permit" and the "Division of Public Water Supplies, Permit Section Schedule B —Water Main Construction". The City's Facility ID number is: 0930250. • Sections of the IEPA water permitting forms that require signature of authorized public water supply official should be signed by Gary J. Golinski, the Mayor of Yorkville. • In Section 6.2 of the IEPA Schedule A/B permit application, the description boxes for building use and activity should be filled out with statements that make the use of the non-residential building known as a private school/education facility. 30. The water application will have to be revised to reflect revisions to the plans to provide for water main looping. The Developer should make the necessary revisions and re-submit plans and supporting documents along with a disposition letter for further review. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. m _ I/ Bradley P. anderson, P.E. Vice President BPS/TNP/BCS PC: Mr. Bart Olson, City Administrator(Via e-mail) Ms. Erin Willrett, Assistant City Administrator(Via e-mail) Mr. Jason Engberg, Senior Planner(Via e-mail) Mr. Eric Dhuse, Director of Public Works (Via e-mail) Mr. Pete Ratos, Building Department(Via e-mail) Ms. Dee Weinert, Admin Assistant (Via e-mail) Ms. Lisa Pickering, Deputy Clerk (Via e-mail) Mr. Cyrus McMains, YBSD (Via e-mail) Ms. Michelle Stewart(via Email) Mr. David Schultz, HR Green (via Email) TNP, JAM, EEI (Via e-mail) k\Milkyway\EEI Storage\Docs\Public\Yorkville\20131YO1313-DR Yorkville Christian School\Docs\lcoy Final Engineering Review 05.doc Memorandum PP13032-36 PLANNING TO: Tim Paulson,Engineering Enterprises,Inc. RESOURCES INC. 402 Wvm Llbtrly Drlet From: Planning Resources Inc. whc",nnnob 60187 Web:www,plsnm%com N': 630,669.1799 Date: February 28,2018 F: 630,668.4123 subject: Yorkville Christian School Landscape Review#1 Items Reviewed: Per your request,Planning Resources has reviewed the below-referenced documentation for compliance with requirements of the City of Yorkville. • Landscape Plan,dated 2/2/18,by HRGreen(Sheets L-01 –L-05) • Yorkville Ordinance No.2009-42 Review Comments j 1. Parkway Landscaping–the plan says 9 parkway trees have been provided–there are only 7 proposed shown on drawings. 2. Perimeter Landscaping/Parking Lot—The substitution of the shrubs for the trees in the landscape medians of the parking lot are an acceptable ratio. 3. Lot Landscaping–shade trees required=54,shrubs required=405. Pians provide 57 trees(drawing states 54)and 411 shrubs–approved. 4. Storm Water Storage Basin Landscaping–see section 8-12-2-F: "Storm Water Storage Basin Landscaping"–a 30' buffer yard is required around any storm water basin. Plans do not show a storm water basin buffer yard around all of the rain gardens. They are considered the storm water management and the buffers would apply. Please revise. 5. Credit for Existing Vegetation–refer to section 8-12-3-0. Add a table to the Tree Preservation Plan that shows the credits for preserving existing vegetation. 6. Plant List—Rain Garden Seed Mix: Upon review of the rain garden seed mix and related Perennial Groundcovers;Please consider substitutions or alternative species for use in proposed parking lot islands and future perimeter rain gardens.Please note that a majority of these native species may prefer drier conditions as per the(Plants of The Chicago Region,Swink&Wilhelm 41h ed.)These species are considered upland plants and wet conditions may negatively impact growth habits:(Bouteloua,Ratibida,Rudbeckia,Chamecrista,Baptisia,Liatris,Echinacea, Coreopsis,Schizachyrium,Panicum,Koeleria,Elymus,Sporobolus and Ceanothus.) DLAMNt�S VOLOOSTS L�IIDStAV� ��(A11t(TS Yorkville Christian School February 28,2018 Landscape Review#1 Page 2 7. Planting Details—all the details shown for this project are acceptable as indicated. 8. Additional Comments: a. See Section 8-12-2E: "Landscaping Adjacent to Primary and Secondary Arterials and Collector".Sheets L-01-L03—indicate 30' landscape buffers along arterials;both Mustang Way and Whitekirk Lane apply to this requirement. b. Please add a cross section detail for the parking lot island rain gardens showing the plantings,granite cobbles,curbing etc. c. Sheet L-04: i. The variety of Gleditsia is`Skyline' With respect, Joseph , utI ASLA, A,CLARB Robert Kamis,ASLA,SER Lands a Architect Senior Ecologist/Wetland Specialist \\planning-IxomiMplanning\2 ppl3032-00 yorkville plan review\36 christian schoohlandscape review#l.doc