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Ordinance 2019-60 DEBB I E G I 1-1_ETTE RECORDER - KENDALL COUNTY, IL RECORDED: 12/17/2820 08:49 AM ORDI: 57.08 RNSPS FEE: 10.00 PAGES: 24 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO. 2019-60 I AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING THE FINAL PLAT OF SUBDIVISION FOR GRANDE RESERVE UNITS 26 AND 27 Passed b h y the City Council of the United City of Yorkville,Kendall County,Illinois This 22nd day of October,2019 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 August 4,2020. STATE OF ILLINOIS ) ss. COUNTY OF KENDALL ) ORDINANCE NO. 2019-60 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS,APPROVING THE FINAL PLAT OF SUBDIVISION FOR GRANDE RESERVE UNITS 26 AND 27 WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly j 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, Grande Reserve (Chicago) ASLV VI, LLLP, (the "Petitioner") has filed an application and petition for approval of the Final Plat of Subdivision for Units 26 and 27 of the Grande Reserve development, generally located in the northeast quadrant of Galena Road and Mill Road, for a total of 171 new residential lots on approximately 52-acres; and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting j on October 9, 2019, to consider the Final Plat of Subdivision for Grande Reserve Units 26 and 27; and, i 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 made a recommendation to the Mayor and City Council ("the Corporate Authorities") for approval of the Final Plat of Subdivision for Grande Reserve Units 26 and 27 subject to the review comments provided by the City Engineer, EEI, Inc. dated August 13, 2019 and September 27, 2019. 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 Subdivision for Grande Reserve Units 26 and 27, for the property legally described and attached hereto and made a part hereof by reference as Exhibit A. l Ordinance No.2019-60 Page 2 I Section 3: That the Corporate Authorities hereby approve the Final Plat of Subdivision for Grande Reserve Units 26 and 27 as prepared by Manhard Consulting, Ltd, Lombard, Illinois, dated last revised September 3, 2019 attached hereto and made a part hereof as Exhibit B and authorize the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat, subject to the review comments provided in letters from the City Engineer, EEI, INC. dated August 13, 2019 and September 27, 2019 attached hereto and made a part hereof as Exhibit C. Section 4: That the City Clerk is hereby authorized pursuant to Section 11-2-3.1-1 of the Yorkville Subdivision Control Ordinance to file a copy of this ordinance and the Final Plat of Subdivision for Grande Reserve Units 26 and 27 with the Kendall County Recorder of Deeds. 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 22nd day of October, 2019. CITY CLER16 KEN KOCH AYE DAN TRANSIER AYE I I JACKIE MILSCHEWSKI AYE ARDEN JOE PLOCHER ABSENT CHRIS FUNKHOUSER AYE JOEL FRIEDERS AYE SEAVER TARULIS AYE JASON PETERSON AYE Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this a" day of U6 i46l § Sao. MAYOR I i I Ordinance No.2019-60 Page 3 i EXHIBIT A Legal Description I i I i I LEGAL DESCRIPTION FOR NVR-Business Use Only PROPOSED UNIT 26 AND 27 IN GRANDE RESERVE YORKVILLE, ILLINOIS THAT PART OF THE EAST HALF OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 3030 IN GRANDE RESERVE UNIT 20, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 31, 2006 AS DOCUMENT NUMBER 200600035289; THENCE NORTH 01 DEGREES 21 MINUTES 07 SECONDS WEST, ALONG THE EAST LINE OF LAND DESCRIBED IN DEED RECORDED AS DOCUMENT NUMBER 200500001028, 808.51 FEET, TO THE SOUTHEAST CORNER OF LOT 42 IN STORYBROOK HIGHLANDS UNIT 2 ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 12, 1974 AS DOCUMENT NUMBER 74-3985; THENCE NORTH 01 DEGREES 17 I MINUTES 50 SECONDS WEST, ALONG EAST LINE OF SAID SUBDIVISION, 1,029.69 FEET, TO A 1 INCH IRON PIPE ON THE SOUTH LINE OF LAND DESCRIBED IN DEED RECORDED AS DOCUMENT NUMBER 200400024625; THENCE NORTH 88 DEGREES 02 MINUTES 15 SECONDS EAST, ALONG SAID SOUTH LINE, 248.73 FEET, TO A 1 1/4 INCH PINCHED IRON PIPE ON THE EAST LINE OF SAID LAND; THENCE NORTH 01 DEGREES 18 MINUTES 04 SECONDS WEST, ALONG SAID EAST LINE, 808.81 FEET, TO THE SOUTH RIGHT-OF-WAY LINE OF GELENA ROAD (ALSO KNOWN AS COUNTY HIGHWAY 9 AND CANNONBALL TRAIL) AS DEDICATED BY DOCUMENT NUMBER 200600040560; THENCE NORTH 63 DEGREES 46 MINUTES 24 SECONDS EAST, ALONG SAID SOUTH LINE, 806.93 FEET (807.42 FEET RECORD), TO THE WEST LINE OF GRANDE RESERVE UNIT 23,ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, 2006 AS DOCUMENT NUMBER 200600040560, ALSO BEING THE WEST RIGHT-OF-WAY LINE OF BLACKHAWK BOULEVARD AS DEDICATED BY SAID UNIT 23; THENCE ALONG WEST LINE OF SAID UNIT 23 FOR THE FOLLOWING 39 COURSES; 1) THENCE SOUTH 26 DEGREES 13 MINUTES 36 SECONDS EAST, 283.50 FEET; 2) THENCE SOUTH 63 DEGREES 46 MINUTES 24 SECONDS WEST, 25.99 FEET; 3)THENCE SOUTH 26 DEGREES 13 MINUTES 36 SECONDS EAST, 66.00 FEET; 4) THENCE SOUTH 34 DEGREES 45 MINUTES 13 SECONDS EAST, 70.22 FEET; 5) THENCE NORTH 55 DEGREES 14 MINUTES 47 SECONDS EAST, 26.00 FEET; 6) THENCE SOUTH 34 DEGREES 45 MINUTES 13 SECONDS EAST, 120.00 FEET; 7) THENCE SOUTH 55 DEGREES 14 MINUTES 47 SECONDS WEST, 41.00 FEET; 8) THENCE SOUTH 34 DEGREES 45 MINUTES 13 SECONDS EAST, 95.00 FEET; 9) THENCE SOUTH 55 C:\UsersVBehland\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\2Z9UM2IV\EXH A pg2-Proposed Unit 26 and 27 Legal Description.doc December 11,2018 1 of 4 I �I LEGAL DESCRIPTION FOR NVR-Business Use Only PROPOSED UNIT 26 AND 27 IN GRANDE RESERVE YORKVILLE, ILLINOIS DEGREES 14 MINUTES 47 SECONDS WEST, 60.00 FEET; 10) THENCE SOUTH 34 DEGREES 45 MINUTES 13 SECONDS EAST, 36.00 FEET; 11)THENCE SOUTH 55 DEGREES 14 MINUTES 47 SECONDS WEST, 120.00 FEET; 12) THENCE SOUTH 36 DEGREES 18 MINUTES 44 SECONDS WEST, 28.73 FEET; 13)THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 60.00 FEET; 14) THENCE NORTH 88 DEGREES 48 MINUTES 22 SECONDS EAST, 36.00 FEET; 15) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 120.00 FEET; 16) THENCE SOUTH 88 DEGREES 48 MINUTES 22 SECONDS WEST, 31.00 FEET; 17) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 60.00 FEET; 18) THENCE SOUTH 88 DEGREES 48 MINUTES 22 SECONDS WEST, 100.00 FEET; 19) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 41.00 FEET; 20) THENCE SOUTH 88 DEGREES 48 MINUTES 22 SECONDS WEST, 38.65 FEET; 21) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 41.00 FEET; 22) THENCE NORTH 88 DEGREES 48 MINUTES 22 SECONDS EAST, 100.00 FEET; 23) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 60.00 FEET; 24) THENCE NORTH 88 DEGREES 48 MINUTES 22 SECONDS EAST, 31.00 FEET; 25) THENCE SOUTH 01 DEGREES 11 MINUTES 38 SECONDS EAST, 164.53 FEET; 26) THENCE NORTH 88 DEGREES 42 MINUTES 03 SECONDS EAST, 98.08 FEET; 27) THENCE SOUTH 01 DEGREES 17 MINUTES 57 SECONDS EAST, 36.00 FEET; 28) THENCE NORTH 88 DEGREES 42 MINUTES 03 SECONDS EAST, 60.00 FEET; 29) THENCE SOUTH 01 DEGREES 17 MINUTES 57 SECONDS EAST, 95.00 FEET; 30) THENCE NORTH 88 DEGREES 42 MINUTES 03 SECONDS EAST, 41.00 FEET; 31) THENCE SOUTH 01 DEGREES 17 MINUTES 57 SECONDS EAST, 120.00 FEET; 32) THENCE SOUTH 88 DEGREES 42 MINUTES 03 SECONDS WEST, 26.00 FEET; 33) THENCE SOUTH 01 DEGREES 17 MINUTES 57 SECONDS EAST, 60.00 FEET; 34) THENCE SOUTH 11 DEGREES 03 MINUTES 49 SECONDS EAST, 50.60 FEET; 35) THENCE SOUTH 28 DEGREES 13 MINUTES 56 SECONDS EAST, 73.98 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF MILLBROOK CIRCLE AS DEDICATED BY AFORESAID SAID UNIT 23; 36) THENCE SOUTH 61 DEGREES 46 MINUTES 04 SECONDS WEST, ALONG SAID NORTH RIGHT-OF-WAY LINE, 10.20 FEET; 37) THENCE SOUTH 28 DEGREES 13 MINUTES 56 SECONDS EAST, 188.75 FEET, TO A POINT OF CURVATURE; 38) THENCE SOUTHEASTERLY, 81.76 FEET, ALONG A CURVE TANGENT TO THE LAST DESCRIBED COURSE, CONCAVE NORTHEAST, HAVING A C:\UsersUBehland\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\2Z9UM2IV\EXH A pg2-Proposed Unit 26 and 27 Legal Description.doc December 11,2018 2 of 4 NVR-Business Use Only LEGAL DESCRIPTION FOR PROPOSED UNIT 26 AND 27 IN GRANDE RESERVE YORKVILLE, ILLINOIS RADIUS OF 350.00 FEET, A CHORD BEARING SOUTH 34 DEGREES 55 MINUTES 27 SECONDS EAST, AND A CHORD DISTANCE OF 81.57 FEET, TO A POINT OF TANGENCY; 39) THENCE SOUTH 41 DEGREES 37 MINUTES 26 SECONDS EAST, 22.23 FEET (22.30 FEET RECORD), TO A 1 INCH IRON PIPE ON THE NORTHERLY RIGHT-OF-WAY LINE OF TUSCANY TRAIL AS DEDICATED BY DOCUMENT NUMBER 200600035289; THENCE ALONG SAID NORTHERLY LINE FOR THE FOLLOWING 3 COURSES; 1) SOUTH 48 DEGREES 21 MINUTES 51 SECONDS WEST, 146.12 FEET, TO A POINT OF CURVATURE; 2) THENCE SOUTHWESTERLY, 358.07 FEET, ALONG A CURVE TANGENT TO THE LAST DESCRIBED COURSE, CONCAVE SOUTHEAST, HAVING A RADIUS OF 435.00 FEET, A CHORD BEARING SOUTH 24 DEGREES 46 MINUTES 58 SECONDS WEST, AND A CHORD DISTANCE OF 348.05 FEET, TO A POINT OF TANGENCY; 3) THENCE SOUTH 01 DEGREES 12 MINUTES 04 SECONDS WEST, 14.26 FEET(14.59 FEET RECORD), TO THE NORTHERLY LINE OF AFORESAID GRANDE RESERVE UNIT 20; THENCE ALONG NORTHERLY AND WESTERLY LINE OF SAID SUBDIVISION FOR THE FOLLOWING 20 COURSES; 1) THENCE NORTH 88 DEGREES 58 MINUTES 59 SECONDS WEST, 30.23 FEET(30.00 FEET RECORD), TO A 1 INCH IRON PIPE; 2) THENCE NORTH 81 DEGREES 36 MINUTES 50 SECONDS WEST, 74.01 FEET (74.02 FEET RECORD), TO A 1 INCH IRON PIPE; 3) THENCE NORTH 68 DEGREES 38 MINUTES 07 SECONDS WEST, 167.47 FEET (167.50 FEET RECORD), TO 1 INCH IRON PIPE; 4) THENCE SOUTH 21 DEGREES 22 MINUTES 30 SECONDS WEST, 185.96 FEET (186.00 FEET RECORD), TO A 1 INCH IRON PIPE; 5) THENCE SOUTH 68 DEGREES 31 MINUTES 07 SECONDS EAST, 23.47 FEET (22.36 FEET RECORD), TO A 1 INCH IRON PIPE; 6) THENCE SOUTH 21 DEGREES 17 MINUTES 24 SECONDS WEST, 120.00 FEET; 7) THENCE SOUTH 89 DEGREES 49 MINUTES 02 SECONDS WEST, 78.14 FEET, TO A 1 INCH IRON PIPE; 8) THENCE NORTH 51 DEGREES 56 MINUTES 39 SECONDS WEST, 99.59 FEET (99.54 FEET RECORD); 9) THENCE NORTH 70 DEGREES 41 MINUTES 59 SECONDS WEST, 78.16 FEET; 10)THENCE NORTH 88 DEGREES 08 MINUTES 28 SECONDS WEST, 78.84 FEET; 11) THENCE NORTH 89 DEGREES 43 MINUTES 30 SECONDS WEST, 168.36 FEET; 12) THENCE SOUTH 31 DEGREES 05 MINUTES 04 SECONDS WEST, 89.64 FEET, TO A 1 INCH IRON PIPE; 13) THENCE SOUTH 01 DEGREES 21 MINUTES 18 SECONDS EAST, 158.00 FEET; 14) THENCE SOUTH 59 DEGREES 40 MINUTES 13 SECONDS EAST, 57.67 FEET; 15) THENCE SOUTH 37 DEGREES 12 MINUTES 58 SECONDS WEST, 148.98 FEET, TO A 1 INCH IRON PIPE; 16) THENCE SOUTH 14 i i C:\UsersUBehland\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\2Z9UM2IV\EXH A pg2-Proposed Unit 26 and 27 Legal Description.doc December 11,2018 3 of 4 I I LEGAL DESCRIPTION FOR NVR-Business Use Only PROPOSED UNIT 26 AND 27 IN GRANDE RESERVE YORKVILLE, ILLINOIS DEGREES 40 MINUTES 46 SECONDS WEST, 66.00 FEET (66.12 FEET RECORD), TO A 1 INCH IRON PIPE AND A POINT ON A NON-TANGENT CURVE; 17)THENCE EASTERLY, 8.88 FEET (8.94 FEET RECORD), ALONG SAID NON-TANGENT CURVE, CONCAVE NORTH, HAVING A RADIUS OF 183.00 FEET,A CHORD BEARING SOUTH 73 DEGREES 52 MINUTES 30 SECONDS EAST, AND A CHORD DISTANCE OF 8.88 FEET, TO A 1 INCH IRON PIPE; 18) THENCE SOUTH 75 DEGREES 34 MINUTES 47 SECONDS EAST, 20.30 FEET (20.47 FEET RECORD), TO A 1 INCH IRON PIPE; 19) THENCE SOUTH 14 DEGREES 34 MINUTES 25 SECONDS WEST, 120.10 FEET (120.00 FEET RECORD), TO A 1 INCH IRON PIPE; 20) THENCE NORTH 75 DEGREES 18 MINUTES 58 SECONDS WEST, 248.70 FEET (248.68 i FEET RECORD), TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ILLINOIS EXCEPT THAT PART IN THE SOUTHEAST QUARTER IN SAID SECTION 11. CONTAINING 2,186,349 SQUARE FEET, (50.192 ACRES) MORE OR LESS. PREPARED BY: j MANHARD CONSULTING LTD. 900 WOODLANDS PARKWAY VERNON HILLS, IL 60061 I i i i i I I Ii C:\UsersUBehland\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\2Z9UM2IV\EXH A pg2-Proposed Unit 26 and 27 Legal Description.doc December 11,2018 4 of 4 i EXHIBIT B Final Plat I I Februory 7, 2020 - 10,37 Dwa Name. P:\Grcvvil02\dwd\Surv\Fine) Drowinos\Plot of Subdivision\UNIT 26\GRCYVIL01-PS UNIT 26 01.dwo Updated Rv MSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE SURVEY PREPARED FOR OF 120 e° ��° 24° �° GRAND RESERVE (CHICAGO) ASLI VI, L.L.L.P. �, GRANDE RESERVE T FEETC/0 AVANTI PROPERTIES GROUP UNIT 26 1 inch = 120 f1. 923 N. PENNSYLVANIA AVE, WINTER PARK, FLORIDA 32789 BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE BASIS' OF BEARINGS QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL-TIME KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING THE TRIMBLE VRS NOW NETWORK. LEGEND AREA SUMMARY EXISTING _PROPOSED LOTS 1-42 & 140-171: (13.011 ACf) 566,755 SQUARE FEET SURVEYOR'S NOTES PROPERTY LINE LOT 3037: (7.600 ACf) 331,046 SQUARE FEET CUL-DE-SAC LOTS: (3.264 ACt) 142,202 SQUARE FEET LOT LINE DEDICATED R.O.W.: (1.770 ACf) 77,095 SQUARE FEET 1. ALL DIMENSIONS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. EASEMENT LINE - ---- - TOTAL: (26.645 ACf) 1,117,098 SQUARE FEET SETBACK LINE 2. DIMENSIONS ALONG CURVED LINES ARE ARC LENGTHS. B.S.L. BUILDING SETBACK LINE 3. NO DIMENSION SHALL BE ASSUMED BY SCALE MEASUREMENT HEREON. P.U. & D.E. PUBLIC UTILITY & 4. THERE MAY BE ADDITIONAL TERMS, POWERS, PROVISIONS AND DRAINAGE EASEMENT i LIMITATIONS CONTAINED IN AN ABSTRACT DEED, LOCAL ORDINANCES, S.W.M.E. STORMWATER MANAGEMENT DEEDS, TRUSTS, COVENANTS OR OTHER INSTRUMENTS OF RECORD. EASEMENT 202000023790 5. O DENOTES CONCRETE MONUMENTS. XXX.XX MEASURED INFORMATION DEBBIE GILLETTE 6. IN ACCORDANCE WITH CHAPTER 765 ILCS SECTION 205/1, 5/8"x 24" (XXX.XX) RECORD INFORMATION RF1 CO�RDF'R- KENDALL CO)LiNT1- IL LONG IRON RODS WILL BE SET AT ALL LOT CORNERS AND POINTS OF RECORDED: 11/2 3/2020 09:07 A"4 GEOMETRIC CHANGE UNLESS SHOWN OTHERWISE. PIN'S PLAT: 95,00 RRSPS FEE- 10 00 7. THERE SHALL BE NO DIRECT VEHICLE ACCESS ONTO STORYBOOK DRIVE FROM THE PROPOSED SUBDIVISION. 02-11-276-005 _ PAGES_5 B. STORMWATER MANAGEMENT EASEMENT, AND A PUBLIC UTILITY AND 02-11-400-011 DRAINAGE EASEMENT ARE HEREBY GRANTED OVER ALL PORTIONS OF 02-11--228-086 S � LOT 3037.LDT 9. ALL COURTS AND PRIVATE STREETS ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 10. PUBLIC UTILITIES AND DRAINAGE EASEMENTS, AND INGRESS AND EGRESS EASEMENTS ARE HEREBY GRANTED OVER ALL PORTIONS OF LOTS 1001 THROUGH 1007. SHEET INDEX 11. LOT 3037 SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION. SHEET 1 OF 5 OVERALL BOUNDARY SHEET 2 OF 5: EASEMENT VACATIONS AND SETBACK DETAILS TYPICAL LOT DETAIL -. • -- .. -. . .: ,,. ., .. / C�� 10' P.U. & Q.E. SHEET 3-4 LOT DETAIL INFORMATION, SETBACKS, 91 V`� • OF 5 RIGHT-OF-WAY DIMENSIONS AND EASEMENTS V` E GG PROVISIONS, CERTIFICATIONS AND nQ p'I pG gg F;E O 9� OR, �� & D.E. tom' & D.E. SHEET 5 OF 5 SIGNATURES �� ` pF plFt o al ��6 60 .� OO� �� G i 20' RFAR B.S.L. . .. . . . . �,F, , FLU ��E° C/ Qo��-5 � �goo° I� �� OO�Q\G 2°pA F�`��ZOp G 7 2e1b ,��v �� I 7.YARD E I ! LOT NUMBER N° 'D Q Q I000 ��C o a SETBACK �g �� .5� �� o c�� 5�0 I 8 739 S.F. 1 i (TYP) P P ID 0 TO o �1 Co LOT AREA I � 7�YARD E 22U � �/ I I SETBACK PRIVATE I j 20' FRONT B.S.L. / 1p STREET G' I I B IS 216 1�0 2TI 6 g0 230 00 1 Ljo, P.U. & D.E. a�1�3 M® 212 1 1 RIGHT-OF-WAY BID., Off © NOTE: THE TYPICAL SETBACKS AND EASEMENTS o ALL (Olt Q 205 �� v a I NON-CLUSTER LOTS SHOWN ABOVE LUNLESS O APPLY �ERWISE NOTED, `° ® GQ� ��gEE Q 4 'p, �7©� 204 �0�0 011- ITT 2100 0 0 0 0 �� o g� `�0 �� o o N 20 G0 M�7��'DD�dQDC�D 02 0g 20� 20�J MARION A. & MOLLIE g© o �� 0� y� TYPICAL CORNER YARD LOT DETAIL { STOERKER QUIT CLAIM �g �0� O 20T OO 10' P.U. & D.E. DEED RECORDED �/ IU 1 FEBRUARY 9, 1977 o G Q 2 2°o - PER DOC. 77-703 gN3 °� o �107/ 2W ��2 2008 �� I r--___ lo' P.U. r- L �I 1 5' P,U, I -- ----}i 2000 27�1 Imo, I & D.E. Ld `. 1�12 o e o p & D.E. 12O REAR B.S.L. CG AHM RESSEQWE C�� I LOT NUMBER I n `o � �� T °� r11�11� ��o o e o o U �1�°� � f�Q` �� 001T I 7.5' SIDE i {TYP� i 20-YARD C�LaG`I�]©LS �� U `V YARD co 00 A ,/ ETER 1 A�H LANE IT@ SETBACK w w �r�1�4 20 I s�BACK i 2 PRIVATE STREET �� RECORDED DECEMBER 15, 2006 �]Co o �� 8,739 S.F. O PER DOC. 200600040560 LOT AREA I LID 07 QQ` I i 20' FRONT B,S.L. a GC URTUS COURT UR T 121 1g13 o PRIVATE STREET go T o��? �gg �� l0' P.U. & D.E. 903 66 �7 C Og T22 106 �� 129 t24 123 G'41NS I RIGHT-OF-WAY o SJ C 1�0 I ' O(f�T. NOTE: THE TYPICAL SETBACKS AND EASEMENTS SHOWN ABOVE SHALL APPLY TO ALL ok MUM OO IUI G>!7 277 NON-CLUSTER LOTS UNLESS OTHERWISE NOTED. w� �o o m d PRIVATE STREET o �� T30 U FOUND 1" PINCH TOP T2� 167 IRON PIPE AT CORNER �� 1010 �� ` � o�o`'j10.0 °� 276 cr- z o FOUND 3/4" IRON PIPE �l o o AT CORNER Of 102 2?g� CSC C?0 R ° I LINE TABLE ' *M ELLOO RV COUNT �Q �©�� ° LINE BEARING LENGTH PRIVATE STREET 133� 1 °o 280 L1 N01'17'53"W 722.03'FOUND 3/4" IRON PIPE �®�0 0.10' E OF LINE g� o ga �7 8 Lz N88•42'28"E 211.11' �� 15 61 L3 SOI'17'32"E 38.50'TORYBOOK 014 IDRIVE Li 0 L16 T77 LeW!S L4 N88.42'26"E 120.00' LU- FOUND 1/2" IRON PIPE `� L12 164 165 COURT 282 L5 N01'17'32"w 15.00' ON LINE KELL�OCC Csl 00UR� n I g© PRIVATE STREET L8J 140 141 142 163 166 J U 2 fl I L6 N88'42'28"E 253.50' `2 7 ®O 9 W 143 L18 ��(� 17� � L7 NO1'17'32"W 116,00' FOUND 1/2" IRON PIPE 0.26' E OF LINE �3n V L8 N88'42'28"E 66.00' J POTTER COURT 162 �1002 167 rn64 O s I L9 N01'17'32"W 62.99' MONUMENT 1�7 L PRIVATE STREET (� --! O CONCRETE J L Y U 144 161 Z 168 L10 N88`42'37"E 195.90' TO BE SET 1007 2° L11 S01'11'13"£ 33.39' ,FOUND 1/2" IRON PIPE -- O w �/ r ON LINE 37 38 39 40 41 42 �In Ir> 169 20 ® 4 L,2 N88.48'47"£ 229.20' zftz 36 m® 148 147 14 145 160 W a_ J ��93� L13 NO1.17'32"W 68.82' C3 6 a _`�' o _5 Y �Oa L14 N88'42'28"E 120.00' Q ~ `il CD COURT = 1`59 Z 170 `+CJ GO�G��S� �� o� l L15 S01*17'32"E 31.00' 35 SUTHERLAND L16 N88.42'28"E 60.00' �- � o � +tJ �o r` PRIVATE STREET 149 vq g 4 M 34 w 153 154 1 171 3 �. P ° � L17 SOV17'32"E 105.00' 1006 27 � 150 152 55 158 LIDQp0 o CO I L18 N88'42'28"E 46,00' 29 28 GGIke O o z OUND 1/2" IRON PIPE 31 30 PRIVATE" 157 `nG�V �/� 290 �� I L19 S01'17'32"E 120.00' Q ,�" ON LINE 32 STREET G �� A� L20 S88'42'28"W 31.00' Mob 33 151 15626 � I L21 501'17'32"E 60.00' OUND KENDA L CO 1% a BRASS DISK � L22 S23'34'54"E 122,73' ON LINE 23 24 25 V OSTREET G . 22WEST MILLBROOK ON L23 S61'46'30'W 15.20' HEREBY DEDICATED 2 1001 L24 S28'13'30"E 1-58.75' 3037 21 13 12 SRTRET 3 L25 S41'35'17"E 24.82'7 6 4'S I FOUND KENDALL CO. HATCH COURT I e $BRASS DISK PRIVATE STREET ,4 L26 S48'23'27"W 146.12' ON LINE 20 1005 1,4 1004 5 L27 501'15`13"w 14.53' FOUND 3/4" IRON PIPE 15 11 10 9 � �� OUND 3/4" IRON PIPE ON LINE 19 16 0.11' SE'1y OF LINE I L28 N88'45'03"W 30.00' 18 FOUND 3/4" IRON PIPE I L29 N81'34'25"W 74,17' 17 3037 TUSCANY TRAIL SOUTH LINE OF THE AT CORNER CO,p L30 N68'37'33"W 445.81' FOUND 5/8 IRON PIPE RECORDED OCTOBER 31, 2006 NORTHEAST QUARTER OF J� yr, 42 POINT OF PER DOC. 200600035289 BEGINNING (S 89.25' W 2020.26') PER "STORYBOOK HIGHLANDS UNIT 2 ON LINE FOUND 1" IRON PIPE - T - S£C110N 11-37-7 O L31 N89'42 05 W 344.84' FOUND 1/2" IRON PIPE (N 89'31'16" W 2028.27') FOUND 1" IRON PIPE ON LINE, - _ - - - - I L32 N86.36'11"W 152.80' 0.23' W & ON LINE N 88'O7 35" E 2029.83' T _ - ON LINE - a FOUND 5/8" N NORTH LINE OF THE - - L32 - - _ FOUND 5/8" IRON PIPE SOUTHEAST QUARTER OF `�� '1 L33 S76'07'45"W 176.09' ON LINE IRON PIPE V J L33 L31 FOUND 1" IRON PIPE ON LINE SECTION 11-37-7 L34 NO,•19`43"W 29.30' ON LINE OUND 1" I I IRON PIPE ON LINE g� N C�0 L29 8 CURVE TABLE CHMIDIE HIMER E O CURVE RADIUS LENGTH CHORD BEARING CHORD MMdT 20 C1 350.00' 79.24' S34'42'39"E 79.07' RECORDED OCTOBER 31, 2006 PER DOC. 200600035289 C2 435,00' 358,08' S24'50'08"W 348.05' C 2015 MANHARD CONSULTING, LID. ALL RIGHTS RESERVED DATE REVISIONS DRAWN BY SHEET PROD MGR. JMI GRANDE RESERVE UNIT - 26 PROD.Assoc.: TJM OF DRAWN BY, MGS UNITED CITY OF YORKVILLE ILLINOIS ,>� 02-11-20 REVISED PER CITY COMMENTS MGS DATE: 07-31-19 ..`: I 4 2-19-19 REVISED PER CITY COMMENTS-29-20 REVISED PER CITY COMMENTS MGS MGS. � SCALE: 1"-120' 700 Springer Drive, Lombard. IL 60148 ph:630.691.8500 fx:1530.691.8585 manhard.aam 10-04-19 REVISED PER CITY COMMENTS Sip FINAL PLAT OF SUBDIVISION Civil En ineers • Surveyors •Water Resource Engineers -Water&Wastewater ED n eers 09-03-19 REVISED PER CITY COMMENTS - MGS GRC1ML02 Construction Managers • Environmental Scientists • Landscape Architects - Planners 7 08-15-19 REVISED PER CITY COMMENTS MGS February 14, 2020 14:19 Dwa Name: P: Grcv002 dwa\Surv\Final Drewings\Plat of Subdivision UNIT 26\GRCYVIL01—PS UNIT 26 02 FXHIBIT.dwc Updated By MSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE 50 0 25 60 100 zoo OF IN FEET GRANDEE EUNIT1 rnch = 50 ft. BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT — 23, BEING A SUBDIVISION OF PART OF THE BASIS OF BEARINGS SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83). AS ESTABLISHED BY A REAL-TIME KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING THE TRIMBLE VRS NOW NETWORK. III IIII III I IIII I IIII II II 202000023790 DEBBIE GILLETTE RFC'c ORDER-KENI)ALL C't)[INI�'_ 11 RECORDED- 11/23/2020 OS-07 ARI PLAT: 95 00 RHSPS FEE. 10.00 PACES i ICU . . . . . . . . . . . . . •BLANKE?'•PIJBLIO •U11LIT't'• •:•:...•....... . . . . . . . . . . . . . . . . . LOT w rLf 6, F `` D DRAINAGE EASEMENY • - . . . . .'.'.'.'.'.-.'.'.'.'.'.'.'. . . . . . . . . . . . . . .p��t'. �U (N 01-0054" W} BLANKET PUBLIC S 01*11'13" E UTILITY•AND•DRAINAGE• 5.00' . . . . : . . .'. .'. . . . . . . . . . . . . �A�EI+ii N1 'I�Zi�,' OG: .�., < , •.'.'20060004055D.'.'.'.'.'.'.'.'. 1:3 N 88'42'28 E 98.08' ItCi :,:,:kI�Y:1IA�AT�:.:.:.:.: ��Wl Co`� S'.F (S 88'59'06 W) r�,,S' :� •1. rYIS �+ t . . . . . . . . . J N* 88'42'28" E ' . . . . . . . ~ LINE TABLE b . . . . . . . . . 60.00' " " " " ' 164 165 {s sa'S9'06" W) . . . . LINE BEARING LENGTH 6,739 S.F. 6,776 S.F.Lu� a .'.' L12 N88'48'47"E 229.20' 166 . . . . . . . . . . N o ui {� . . . . . . . . . . . . . . . a, L13 N01'17'32"W 68.82' 0 6,608 S.F. J r z L14 N88'42'28"E 120.00' 163 a . . . . . . . . . . . . . . . . . .. . . . . . 6 . 6 . . . . . . . � 8,203 S.F. N o i-, L15 S01'17'32"E 31.00' a_:- . . . . . . . . . . . . . . . a o INS L16 N88'42'28"E 60.00' Z W) l:1$ . . . . . . . . . . . . . . .'. . . . . . �i! 4 L17 s01.17'32"E 105.00' N88'42'28" E . . . . . . . . . .'.'.'. .'.'.'.'.'.'. .'.'.'.'.'.'. 41.00. k . . . . . . . . . . . . . . . . . . . . . . . . . . . 6o�Q L18 N88'42'28"E 46.00' I b . L19 so1.1T32"E 120.00' . . . . . . . . . . . . . . . . . . . . . . .162 6,409 S.F. L20 S88'42'28"W 31.00' 6,656 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . .Z � : ;.:.: :.:. . . . . . . . . . . . 6 . . . . " ' ' ' ' ' . . . . L21 S01'1 T32"E 60.00'0 o fy 3 w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'. .'.'.'.'.'.'.'.'. I.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L22 S23'34'54"E 122.73' W �s '.'...'. . . .'.'.'. . .'.'.'. . . .'.'.'. . .'.'.'.'. . . .'.'.'. . .'. . L23 S61'46'30"W 15.20' u7 �C I a :.:.:.: °. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'. 161 ., 168 p� . . . . .'�l�Q R�]�C•�•��'�E��I �''.��W�.II. :•��:'.':'.'.'.�:.:.:.:•:'.•. ... . .•.•.. L24 7S28-13'30"E 188.75' V �' 7,499 S.F. o 0 6,894 S.F. `! (5 88'59'06" W) z N . . . . . . . . . . . RECORDED •DEGEMBER•15,• 2006.'. . . . . . . . . . . . . . . . . . . Z . .'.'.'.'.'.'.'.'.'.'.'.'.'.pEa.DOC.'2b0500{]405s0 . .'.'.'.'.'.'.'.'-'-'•'•'.' S 88'42'28" W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . 26.00' 3 3 w Q. . . . . . . . : . . . . . . . . . . . . . . . . . . . : : : . . : : . . . . . . : . : : : . : :,. : ' QM '. . . . 169 oa N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160 Q Q ,:,j ' ' ' : : : : : : : : : : : : : : : : : ...................6: : : : :': . . . . . . .'.'. • • • • • • •._•••_• . . .•. .'. 8,507 S.F. 6,316 S.F. 0 `° o . . . . . . .. . .'.'. 30.00' 30_00' us WESTERLY.'J:JNE.:.'.:.:.:.:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OF'.ISQT ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . 6 . . . . . w . . . . . . . .' ' ' ' ' ' '. . . . . . . . . . . . d • , , • • , , , , • , • . . .�.Pil�pQOG:' ': . . . . . . . . . . . . . . 170 0 . . : . . . 7,771 S.F. .t159 / 9,1C1 S.F. �• • • ACE Ot�O;} '.'.' �06. �. LEGEND o '�e�`�o EXISTI� PROPOSED 171 7,844 S.F. PROPERTY LINE F. 7,361 585 F (N 61-56-48" E) � - - LOT LINE S 61'46'30" W — 10 20' / A — — -- EASEMENT LINE SETBACK LINE OOP B.S.L. BUILDING SETBACK LINE 157 S'� GAO ?� �L S.W.M.E. STORMWATER MANAGEMENT 7,760 S.F. V /('j 6�. EASEMENT V` XXX.XX MEASURED INFORMATION 156 ,,10 8,372 S.F. (XXX.XX) RECORD INFORMATION LOT 3034 EASEMENT VACATION DETAIL SCALE.- 1"=50' BLANKET PUBLIC UTILITY '�=s :::- .,;: ` AND DRAINAGE EASEMENT PER DOC. 200600040560 HEREBY VACATED 5` P.U. & D.E. EASEMENT PROVlS10NS 5' P.U. & D.E. I I 5' P.U. & D.£. AN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC Of AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND GRANTED TO l5' P.U. & D.E. C) I COMMONWEALTH EDISON COMPANY l cl� N¢ I N¢ 7.50' AND 7.50' o ` SIDE YARD ILLINOIS BELL TELEPHONE COMPANY DBA AT&T, GRANTEES, SIDE YARD 4 4i � ' THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS JOINTLY AND SEVERALLY, TO CONSTRUCT, q n OPERATE, REPAIR, MAINTAIN, MODIFY, RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, o ¢ FROM TIME TO TIME, POLES GUYS, ANCHORS, WIRES, CABLES, CONDUITS, MANHOLES, TRANSFORMERS, 5' P.U. & D.E. l PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH OVERHEAD AND w UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND 5' P.U. & D.E. 0 I SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR DESIGNATION) ON THE PLAT AND MARKED 'EASEMENT", L I 'UTILITY EASEMENT, 'PUBLIC UTILITY EASEMENT, 'P.U.E° (OR SIMILAR DESIGNATION), THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS 'COMMON ELEMENTS, AND THE PROPERTY DESIGNATED ON THE PLAT AS "COMMON AREA OR AREAS, AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH Qao THE RIGHTS TO INSTALL REQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON ADJACENT LOTS, AND COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES, ROOTS AND SAPLINGS \\ 20- 0' AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY a REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE SUBDIVIDED 10, P.U. m __ FR Ra m 10 P.0 PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES' & D.E. a ca 10' P.U. 24.00' o I 0 & D.E. FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR o „i m & D.E. B.S. ,ry DESIGNATION) MARKED 'EASEMENT, 'UTILITY EASEMENT", 'PUBLIC UTILITY EASEMENT, 'P.U.E'(OR SIMILAR GUEST GUEST DESIGNATION) WITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY J PARKING PARKINGL SUCH FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND MAINTENANCE THEREOF. r THE TERM *COMMON ELEMENTS` SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM W THE 1 wIle Li "CONDOMINIUM PROPERTY ACT, CHAPTER 765 ILCS 605/2(C), AS AMENDED FROM TIME TO TIME. I�i o o p o THE TERM 'COMMON AREA OR AREAS"IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, 46 THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR AS AN APPURTENANCE TO �- 20.00' 1 6 spa ' :� b w n THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGH REAR YARD �0' '� a¢ SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS '+OUTLOTS', "COMMON ELEMENTS-, l o_ in p0 LLLI / & P(r n`� "OPEN SPACE", 'OPEN AREA", 'COMMON GROUND , 'PARKING'AND "COMMON AREA". THE TERM 'COMMON I / 0 f in AREA OR AREAS", AND "COMMON ELEMENTS' INCLUDE REAL PROPERTY SURFACED WITH INTERIOR .��. LO L DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL , RETENTION POND OR MECHANICAL Li EQUIPMENT. t- � Q �i a F& D. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER, UPON w 10' P.0 a_ n WRITTEN REQUEST. � & D.E. � � I 20.00' a 28.00' [L I REAR YARD l ;n FRONT B.B. FIR NT o Y RD Y RD o w c - _60.00 _ - Li Lnz o: JJ R.O.W. i_��z I �ftf o� Now TYPICAL CLUSTER SINGLE FAMILY DETAIL SCALE.- 9"=40' NOTE: THE TYPICAL SETBACKS AND EASEMENTS SHOWN ABOVE SHALL APPLY TO ALL CLUSTER LOTS UNLESS OTHERWISE SHOWN. C 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED DATE REVISIONS DRAWN SY SHEET PROJ.MGR.: JMI GRANDE RESERVE UNIT - 26 n r 02-14-20 ADDED COMED EASEMENT PROVISIONS MGS 2 PROJ.ASSOC.: TJM 02-11-20 REVISED PER CITY COMMENTS MGS OF DRAWN BY: MGS UNITED CITY OF YORKVILLE, ILLINOIS 1' 1� - I -� 7 01-29-20 REVISED PER CITY COMMENTS MGS DATE: 07-•31-19 _• L N CA i— L 4 12-19-19 REVISED PER CITY COMMENTS MGS 5 SCALE: 1"=50' 700 Springer Drive. Lombard. IL 60148 ph:630.691.6500 fx:630.691.8585 menhard.com 10-04-19 REVISED PER CITY COMMENTS Sip FINAL PLAT OF SUBDIVISION Civil Engineers•Surveyors-Water Resource Engineers•Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MGS GRCYVlL02 Construction Managers • Environmental Scientists • Landscape Architects - Planners 08-15-19 REVISED PER CITY COMMENTS MGS February 7, 2020 - 12 36 Dwc Nome. P:\Grcvvil02\dwc\Surv\Fir e! Drewincs\Plat of Subdivision\UNIT 26\GRCYVIL01-PS UNIT 26 03-05.awo Uodctea Bv: MSchmFtt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE 50 D 25 50 100 200 CURVE TABLE OF CURVE RADIUS LENGTH CHORD BEARING CHORD E E R E UNIT 1 inch = 50 ft. ( IN FEET ) C1 350.00' 81.76' S34'55'02"E 81.57' GRANDE C2 435.00' 358,08' S24'50'08"W 348.05' BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, N C3 25.00' 39.27' N73'13'30"w 35.36' TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE BASIS 4F A.E.�RINGS' C4 14,00' 13,08' 528'03'01"E 12,61' SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND C5 60.00' 56.04' S2$•03'01"E 54.03' PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE C6 60.00' 56.04' N25-27-55-E 54.03' 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL-TIME C7 14.00' 13.08' N25'27'58"E 12.61' LEGEND KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GLASS) UTILIZING THE TRIMBLE VRS NOW NETWORK. CB 14.00' 13.08' S61'56'59"W 12.61' C9 60.00' 56.04' S61'56'59"W 54.03' EXISTING PROPOSED C10 60.00' 56.04' S6432'02'E 54.03' PROPERTY LINE ilf [ II II II C11 14.00' 13.08' S6432'02"E 12.61' LOT LINE C12 14.00' 13.08' S61'56'59"W 12.61' - - EASEMENT LINE 202000023790 C13 60.00' 56.04' S61'56'59"W 54.03' SETBACK LINE LOT 4;�Olrs DEBBIE GILLETTE C14 60.00' 56.04' S64'32'02"E 54.03' B.S.L. BUILDING SETBACK LINE 1&-CORDER - KENDALL COUNT Y 11 C15 14.00' 13.08' S64'32'02"E 12.61` S.W.M.E. STORMWATER MANAGEMENT RECORDED 11/2-1I2020 08:07 ANI C16 14.00' 19.33' S49'09'38"W 17,83' EASEMENT PLAT- 95 00 RHSPS FEE. 10 00 C17 60.00' 1 82.83' S49.09'38"W 76.41' XXX.XX MEASURED INFORMATION PacEs: (XXX.XX) RECORD INFORMATION PUBLIC UTILITY AND DRAINAGE .: ::.::, EASEMENT, & LINE TABLE INGRESS/EGRESS EASEMENT LINE BEARING LENGTH HEREBY GRANTED L1 N01'17'53"W 722.03' L2 N88'42'28"E 211.11' 0I 2 129 L3 S01*17'32"E 38.50' .,.,. L4 N88'42'28"E 120.00' L5 N01'17'32"W 15.00' Q 4�Do L6 N88'42'28"E 253.50' W n L7 N01"17'32"W 116.00' m It 59 L8 N88'42'28"E 66.00' > c3 cc FOUND 1" PINCH TOP FOUND 31e IRON PIPE IRON PIPE AT CORNER _ L9 N01'17'32"W 62.99' y _ L10 N88'42'37'E 195.90' o Q � AT CORNER '� ' �� O ❑p �tq l =E' SL11 S01'11*13"E 33.39' O l L12 N88'48'47"E 229.20' ry l ,* L13 NOV17'32"W 68.82' ? I OUND 3/4" IRON PIPE ..�A 0.10' E OF LINE L14 N88'42'28"E 120,00' L15 SO1*17'32"E 31.00' L16 N88-42'28"E 60.00' li t5 4 L17 S01'1 7'32"E 1 g5.00' STORYBOOK �= rz� � '�- ' RG ti ry ``r S. "- : L18 N8$'42'2$"E 46.00' 8•2;8 e r...• �. .... � L19 S01'17'32"E 120.00` DRIVE OUND 1/2" � .,, L20 588'42'28"W 31.00' IRON PIPE i ON LINE L21 S01*17'32"E 60.00' L10 L22 S23'34'54"E 122.73' -� r `•°� """°` L23 S61'46'30"W 15.20' �Cn 20,00' CQ :•7= �._'- P.U. & ` I L24 S28'13'30"E 188.75' 1LLI _ J y D.E. L25 S41'36'33"E 22.30' N ; '`r ;_ I� 0 142LU ' 6,368 S.F. i0 J 2 L26 S48'23'27"W 146.12' L8 �Q � 140 M � 141 � � N L",_- _ L27 S01'15'13"W 14.53' ti r M 9,566 S.F. r F4 6,568 S.F. u) �' 'n 0° 5 a j I r` S 2'� L28 N88'45'03"W 30.00' W z o G o 6.nD' N 17.5 `� 4� 30.00` L=28 L29 N$1'34'25"W 74.17' . . 11, , L=7.43' $.$8'42'28� W • • • . • moo. L30 N68'37'33"W 445.81' ` c i� : : : . . . . . .'.'.'.'. . . . . .'. . . . . .o . . . . L31 N89'42'05"W 344.84' .y O} . . . \ OUND 1/2" IRON PIPE &t e.3F,,, �;, ?t;;; - 6,h26 J 67.54' 1011E ....... O/ d L32 N86'36'11"W 152.80` 0.26' E OF LINE y� F ,Lt;s ! " . . . . . �p 'CO '04 :f� . . . . . . . . . . . . . . . . . . . . . . . . ..CQUR �'.....:. / L33 S76'gT45"W 176A9' i e Ar- 46 1 a : : : : : : : . . . . . . . : :-: . . . . f .$$'42'.28". �• 7 .'.'. . L34 N01'19'43"W 29.30' l 0 1O� : a : : : : . . . . . . . . . . . . . . . . . . . .'.l`3�'00'• • - _ • 19;825 S:F: $+� W . L35 N86'42'19'E 11.17' L6 3 III 3 . . ..1.�'. . . . . . . . . . . . . . .'.'. . . . .'.'. PRI�IATE•,STR��7.:.:Q:455..A0 : ' oo v o m 1. ' . L36 N74'11'46"W 23.45' CONCRETE MONUMENT M "� TO BE SET -1 60.00' 60A0' 60.00' 73.50' iv °' N '. .'. .' t�t.'$$:42'28" E"4'1 . . . . o. . . . . . . . . . . . . . . . . . . . . . . . '` 4� O S17'44'45"W 23.45' 1 L J r " J x ^ 67.54' ,. v L37 0 10.00' r 4:'.'.'.'.' ' 60.00` 60.00' � 10.00' L=5.65' :'• L38 N36'50`40"E 11.17' I� 711 20' P.U. & D.E. aOn.. . . . . . . . . . . . - o �_ HEREBY GRANTED I � z cn z F L=7.43` � � �I Ir 0 1p N. 88'42`28'.E.'.' ' L39 566'21'42"E 17.10 30.00, Re r� © FOUND 1/2~ IRON PIPE I o N 42 0 ``� ~ w I 6.00 -2Ff O L41 4440 44 W 23 45 S 88'42'28" W L40 S46 03'16"E 25 21' I r M (� � W I S N 41 C� rn o 4O 0 "' i, 8,526 S.F. - `� D o I l ;. ON LINE 37 38 0 3 60 0 6,960 S.F. j. 6,960 S.F. W I i k �Irlls 136.00 n 6 960 S.F. r r 3 CO c4 i t,.l� L=. 4 7.5' B.S.L. a m o r 6,060 S.F. "� r i Q o - o 148 ``� '�4� , Lr W L42 N63'46'39"E 11.17' 1 cl a, 6,109 S.F. o - II o I �, I�i N a N n 6,748 S.F. it Nam _ c� 36 T I I �, s,785 S.F. M z 146 M ' W q Dj r O1 I� N o v i a m m I n 6,240 S.F. rn L43 S66'21'42"E 11.1 T _ 8,541 S.F. 0 ,� ` LSri I z I L o i� 0 M L44 N47'15'47"W 23.45' ( } c° N z - O_ 1J L- J L LCz w 3 0 W L=20.00 C0 a En �� , rn I 7.5 B.S.L. LSg�-- 4 L- N 88'42'28" E--- 60.00' 6a.Da' 60.00' 60.00' 73.50'k"t ' �y I� I 15• L45 544'40'44 W 23.45 o �2611 30.00 "� W N rn 0 `105.58' --� �' . . . . . . . . . N..$8'42�28".: ._.:.:343.50.. . . . . rQ'.'.'. .'.'.'.'.' r J I 17.23 - : W L46 N63'46'39"E 11.17' r7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . coI °r° j . . . . . . . . . . . . . . . . . . . . .'.'.la'.'.'.'.'.'.'.'.'.'. 0 43.85' 29.79 L47 S01'17'32"E 100.00' GOI:}RT. . . . .'. . . 73.04' 60.00 b Od. '' SU-T�"�ERLJ..'►l� . 'S.8�"4225. .W'.'.'.'.'.'-'.'.'.'.'.'.'.'.'.'.� a z 116.73' �� 60.15' "5 6�3'19' O a 35 �` .p'. . .. . . . . . - -.-. . . . . -. . . . . . . . . . . . . . . . .r• :.'.cc t � " 32.23 � � L48 S44'40'44"W 23.45' 3 �. . . . . . . . .. ...... ..y •376:50' A N 88'42 28 E 76 88'- U l R N 7.043 S.F. ��' ► +q '.'.'.'.'.'.'.'.r7. a' .'.'.'.'.'.'.'.'.'.PRlV14` 'STREET; • .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.I�' I 0 `�° W L49 S26'13'21"E 11.17' Qo N 20 P.U. & D.E. u . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lQ.'. . . . . . . . . . . 149 20' B.S.L. o _ �T.'.'.'.'.'.'.'.'-'. C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f? . O o r HEREBY GRANT,1�~' :g. . . . . . . . . . .. . . . S'.$$•42'2$".'.W'.'.'.234:54'.'. . �^ 7,141 S.F. -0 Z ® dLJ o N 88`42'28" E _ . j. ................... 1006.. . 6. . . 41.34' fi0.D0' 60.00, 73.50' u, 0 L50 N2338'18"E 11.1T �.-. . . . . . . . . . . . . . . .3E;283.'S.F.:. . . . . . . . . . . , a0 3 J L51 N4244'13"E 26.93' ❑❑ O 106.00 V1 0 . . . . . . . . . . .j. . . . SriO4� 3SJ o ` : : : :-; ..ac:::.'.'... .':'_._'_....• d °°I _N s8.42'28~ r=- 152 I N _ 6,800 S.F. � o/ • N 15.00' + 8,000 S.F. L52 S45'19'16"E 26.93' c5J . . „� P.U. &! us 116.79'- 7 �"-7 I I I I ` J 44 ~ 34 ` i . . . . . . . . . . . . . . . . . . . . . . . . . .' D.E. L53 526'13'21"E 11.17' vi . . . . . .'.'.:.:.:. . . . . . . . . . . . . . . . . . . . . G I -� 24.51' F �' 1 o ,000 S.F. /. . . . . . . . . . . . . . . . . . . . . . . �, 1 = �o� '"` L54 S43'44'47"E 20.00' C co 4 �. . . . . . . . . . . .�. . . . . . . . . . 1LI M 27 33.00' ! 33.00' * N if1 m z ' cD 36.00 . . . . . . . . . .' ! I I " ►'� 7,773 S.F. -- -- 150 �,4 >.. ,. ,�f' S .$8'�}22$ . W . y�6�rT cD M cn 28 r 7,698 S.F. I to u� � Ate:,, `N 88'42 28 E 103.00 h 1 30 'D 29 Q L55 523'38'18"W 11.17' 8.00 v 30.OD' cS 7,960 S.F. 7,565 S.F. T �8 75.00 '� rn 8,029 S.F. ,� r r 0 y5 �0 L56 N43'56'10 E 28.74 L=21.26' 6.00 0 q L=20.00` L=26.11'� 0 I I ` u FOUND 1/2" !KOLA PIPE 7.50' I N N 55.50' L57 S45'19'16"E 26.93' IN ON LINE I Iri m w I I I 15 63ro0'44.'95' � 6�` � -N 88'42'28" E 164.42' . ' '• � m 3 M N 7 L58 N26'13'21°W 11.17' FOUND KENDALL CO. 3 I '�' 32 31 N r 798�'� �� S 7 5 B.S.L. S 66'21'42" E ' 1 �`' 33 ,, `a o M 19.5 j �, �`y 11.17 Ro.or3' `c�v 6,289 S.F. n 6,553 S.F. M 0 I BRASS DISK n " � 151 _ ON LINE 7,778 S.F. 0 N 88'42 E --139.5n ��j, 1.83' 15& E i� ��.='y� •A ��' \ 10,429 S.F. L= o l ao N 0 0 60.00, 60.00 !r P U- ` a, y `� 2q.- "�• 7- N U1 79.50' 60.00' �= xjSp '�•�' la� 2Q' P.U. & i . . . . . . . . . . rm. o r ! n i I z a'jp�. �� ' O 1 .5.L D.E. ,rvs• • • • • • •.•.•.' z 20' P.U. & D.E. 5.00' "s 15.00' \ 4?� ice.'. . . . . . . . .' 12.50' � HEREBY GRANTED 19.50' 1 N 26 �`�y t�� • 20' B.S.L. 3 60.00' 60.00` I 1 a 9,160 S.F. �`{p� 562. 59.88' N -j il- -N 88'42'28" E 139.50'- > 6°jj,�• en 7.5 B.S.L. J3 f�Q ,� ro 0 7• N $8'42�, �-- 23 W t32 .3 Wes Iw 0 61.00' 20' P.U. & D.E. �; i• / �.=v. . . .F F�B� 9` 6 MILLBR001 to 0 S 8$'42'2$" W p sn HER BY GRANTED mM N 6,930 S.F. 0 �- ,L4 M N �. . . . . . . �•. F m _ .. 1 t� 1�, S 88'42'28" cri 22 �ni- co 0 ri r 9,0255.F. 1 / •�°`'N .'.'.'. .'.'.'.'.'. . . ? oe 119.88'cc z L=20.00' ai 6,778 S.F. ry z- ,� . /. . . . . . . . . . ` '00 a 10,239 S.F. �� m , 1 .08 . . . . . . . . . . . 80' ^i�'�" 0 � HEM co t� `.� 20' P.U. & D.E. o o I I ,� .:. ' ' V . . . . .' ' o LeiHER®Y GRANTED o z Q N '� �' I7.5' B.S.L.-- 6,0 ' � �. �'` � .cy�. � ) �In IL N 884 S 88'42'28" W 109.0 1i 30.00' `a p L=7.43' �' o°i '�� / 120.E �6• : : : :' ' 501 �� L=414T 59.88 N. . . . . . . . . 103.58' L=5.65' �. 1v 2p• �o . . . . . . . . . OUND KENDALL CO. 5.50' `' S.L w N . . . . . . . . . ,� o is gq :. .'.' ' �� a BRASS DISK 21 a y�'1 �' .!-.'. �,�o,.• . . . . . �o N_ N ON LINE b o 6,918 S.F. o a Q°:' ' ' ' ' ' �"� T i�'' : :c .. £s . q0 . . . . . .�` . . . . . . . . . . 13 ma�o r� 12 2q.oq' , ors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .f. . . i• U. ? ' . ,.�. 0 0 �. ��, : . . . . . . . rS.'. �� r 7,435 S.F. : : : . : .4�� T.'.'.'...'...............'..... . ca. : : : : : : . . . . . �. . .6�. : . . : . . . ^ 8.861 S.F. ;n t� D.E. : : . . . . . c�.4 cO o 20' P.U. & D.E. �1� �. . PRFVAIE 511RET t�: 88'42'28" E Ia• ; .r�3 y1�� •�• oJp / ` �.P r` 0 ■- _r 1. 64. �; 6 5 p• cn HEREBY GRANTED . . . . . . . .'5.•03' . . Clan l '{S��Q . . . �+. ''�'v�5 4.99'\ �So'� ��. L=26.11 N 88.42'28" E �J . ._. .�--. . . . . . . . . . . . . . . . . .[�. . . . . � > >• S` �' � � " . : .........' 3037 e� 3 28;264 S.F: p0 : '� O ,2 N 88 42 28 E R 104.D0' - 0.649 -A .' TO0.53`. . . . S.sB'42'2$"..W. . . .o.'.'.'.'.'.'.'.'.'.'.Ets?1�4''S �t �s s`� tia NI• O• fie. / 41.00' 55.46' f'Rl 331,046 S.F. "� .o . . . . . .Q°��'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.�:.03,','. .'lo.'.','•'.'.'.' S' �Z \\/ o WATER MANAGEMENT EASEMENT 10.00 +9• • • • • Oj . . . . . �- 14 \ y L=20.OD STORM p� v 10' UTILITY EASEMENT PUBLIC UTILITY AND DRAINAGE EASEMENT o "Ten o 20 P.Q. &`• • • ,zz/.• • • • ' • ' • ' • • • ' •-a U; � L-gel,rj3' �G o \�2. 7,234 S.F. 4 HEREBY GRANTED 0 6 918 S.F. D.E• .'•'• o:G. .'.'.......' ' Ir o o. ,g I (� 1 PER DOC. 74-3985 ! z o S . .'l.'.'.'.'.'.'.'.'.'.'.'.'.'•'.'.\-W -0 �� \ � �O 3B:Q0'.' . � �' ' L=5.65' us s �`�, ,y��q'�o 3 m as to ' " 3.58'�h� -S •88'42.2-8 - W • L=7.43' 1 15 �• F N 88`42 28 E 10 rq , 0n rn o r, r I CO l " , v 30.00 FOUND 3/4 IRON PIPE -91.71 - 'o 7,488 S.F. \ * 7,7481 S.F. I ON LINE 11.87' 7.5' B.S.L. L=20.OD' [` aD 16 rn c J L=26.11 6.00 in 0 F, o I <c 3 10 o r` ui 19 tO I 0 7,387 S.F. N �� z 6,776 S. ` m 7.709 S.F. m� o Lu 17 c0 o b 1$ M 6,868 S.F. W 1_ a �'�' 20' B.S.L. = I __ i to 7.5' B.S.L. '� 6,409 S.F. Q r N 43• � --N 88'42'28" E I 60.00, 122.13 0 I c� a � 7 g �4' S 8842'28" W 1 60.n0' In v N z N 88'42'28" E 12.00' S 88' •� 2 60.00' 60.00' 3D.18 N 88'42'28" E 120.00' SOUTH LINE OF THE NORTHEAST QUARTER OF POINT OF ` SECTION 11-37-7 - - - _ ... BEGINNING OUND 1/2" IRON PIPE 0.23' w & ON LINE -- - NORTH LINE OF THE L32 SOUTHEAST QUARTER OF - _ - - - L31 SECTION 11-37-7 J L33 I 02015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED DATE REVISIONS DRAWN BY SHEET PROJ.AIGR: ,MI GRANDE RESERVE UNIT - 26 PROJ.ASSOC.: TJM n r In OF DRAWN BY: MGS UNITED CITY OF YORKVILLE ILLINOIS Tie 02•-11-20 REVISED PER CITY COMMENTS MISS DATE: 07-31-19 � ��--' �': � ��°� f -•�= 01-29-20 REVISED PER CITY COMMENTS MISS 4 12-193 -19 REVISED PER CITY COMMENTS MISS SCALE: 1~=50' 10-04-19 REVISED PER CITY COMMENTS Sip FINAL PLAT OF SUBDIVISION 700 Springer Drive. Lombard. IL 60148 ph:630.651.8500 fx:630.691.8585 manhard.com GRCYML02 Civil Engineers • Surveyors •Water Resource Engineers •Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MISS Construction Managers • Environmental Scientists • Landscape Architects • Planners 08-15-19 REVISED PER CITY COMMENTS MGS Februcry 7, 2020 - 12 36 0wo Ncme: P:\Grcv002\dwc\Sure Find 0rcwin0s\P1at of Subdivision\UNIT 26\GRCYVIL01-PS UNIT 26 03-05 dwd Uadcted Bv: MSahmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE 60 0 25 50 too 200 OF � �� IN FEET } GRANDE RESERVE 1 inch = 50 ft. BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, lr CURVE TABLE TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT BASIS OF BEARINGS PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE CURVE RADIUS LENGTH CHORD BEARING CHORD SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE Cl 350.00' 81,76' S34'55'02"E 81.57' THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL-TIME Cz 435.00' 358.08' s24.50'0$"w 348.05' 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. KINEMATIC (Rix) GLOBAL TRIM NAVIGATION VIR Now LITE SYSTEM (GNSS) UTILIZING THEC3 25.00' 39,27' N73'13'30"W 35.36' G4 14.00' 13.08' S28'03'01"E 12.61' LEGEND G5 60.00' 56.04' S28'03'01"E 54.03' C6 60.00' 56.04' N25'27'58"E 54.03' EXIST��C PROPOSED A C7 14.00' 13.0$ N25'27'58"E 12.61 PROPERTY LINE `� a `\V's 0 C8 14.00' 13.08' S61'56'59"W 12.61' - - LOT LINE CH=S 34'42'39" E 79.07' Q S3, .p�0/� C9 60.00' 56.04' S61'56'59"W 54.03' - EASEMENT LINE - - R=350.00' L=79.24' \ 'n o �d0s��4/ 0 C10 60.00' 56.04' S64'32'02"E 54.03' SETBACK LINE \ �`t' l��\ �70. , DING SETBACK LINE os�oo L� C11 14.00' 13.08' S64'32'02"E 12,61' B.S.L. BUILDING c12 14.00' 13.0$' s61.56'59"w 12.61' S.W.M.E. STORMWATER MANAGEMENT EASEMENT F��G C13 60A0' 56.04' S61'56'59"W 54.03' XXX.XX MEASURED INFORMATION C14 60.00' 56.04' S64'32'02"E 54.03' CH=N 03'35'50" E 35.23' �G (XXX.XX) RECORD INFORMATION R=25.00' L=39.09' C15 14.00' 13.08' S64'32'02'E 12.61' PUBLIC UTILITY AND DRAINAGE C16 14.00' 19.33' S49'09'38"W 17,83' EASEMENT, & ' ��6�� ` \ C17 60.00' 82.83' S49'09'38 �,W 76.4 t' """"" •' INGRESS/EGRESS EASEMENT ` Q►Pw�° \\` HEREBY GRANTED , '1 , �1 A a�O\.°5.00 �ti� !SLD7 4;wDf �II ��It�tt�lllllt��t11 k�l 202000023790 DETAIL "A" DEBBIIE GILLETTE ItEC(AU)I:1R-KENDALI C 01 INTY_ L1 SCALE- 1"=20' RECORDED. 11/2 3/2030 08,07 AM PLAT 95.00 RHSPS FEE' 1000 t7/0.0 1 a ,._� a �`��iLi_"'�� 20' P.U. & D.E. 6,€�C�2 ,�f L14 HEREBY GRANTED E r ` 60.Do' 6a.Do' LEWIS OoUR3 LINE TABLE z.sa- E o 10.00' o - LINE BEARING LENGTH =.E?i'2 S. t�,'_-`w1 S J u7 10.00' �..�6 L1 N01'17'53"W 722.03' n c o J a M 3 L2 N 88'42'28"E 211.11, 3 164 �� 165 N o J2o' B.S.L. J M 6,739 S.F. 0 6,776 S.F. M o v, L3 S01'17;32"E 38.50'` I L12 I vi L4 NS$'42 28"E 120.00 1 -121.00`- f rI 166 ai 108.20' 15.00' -3 7.5' B.S.L. o z 4 .6,608 S.F. J L5 N01'17'32"W 15.00' ' p 0 142 � 20' B.S.L 5 00 -- m m M Z 6,368 S.F. c 0 163 J L6 N8$'42'28"E 253.50' �n L, o ai - 8,203 S.F. Ar68� .28. . 4$ L7 NOI'17 32 W 116.00' a.F. to cn m a 20' P.U. & D.E. L=21.27` g 4� QDb I-=-�8g �2p L=20.00 �l L8 N88'42'28"E 66.00' I S 23*38'18" W = HEREBY GRANTED F.� q,.'gip. -55.46'� Ll 8 ,�.00' L__ 17.57 143 N 88'42'28` E 111.08' it`L " a L9 N01'17'32"W 62.99' _ II�KESN'. .'.'. 30.00' L=26,n� 13,850 S.F. 115.00' 96.08- -�C39 N 88'4228 E 101.46 o 3 L=26.11 .COO . . . . . . . . . . �a L10 N88'42'37"E 195,90' I, . . . . . . . . . . . ..P.Rl1/ATE.:R6�:Ia0�' :.3 - 167 o .... . . . • . . .t. . , .'.'.'.'.'. .'.' .'. . �\ ", iv . . . .�`� . . . . . . . . . . . . . . . . . . . . .r . . . . �� m� r�I o 162 'l;.I'. . . . . . . . . .'.$��T--. . . . . . . . . . � 6,409 S.F. � L11 So1'11'13"E 33.39' O \ Iq cv i 6,656 S.F. .'.'. . .p�j. . . . . . 20' P.U. & D.E. r-[A o o rfni: 'fJ'i"krj o L12 N88'4$'47"E 229.20' ., . . . . . . . . . . . . . . ..�o�.'.'.'.'.'.'. Y GRAN ui c �• •'�'" 0 OD �o. . . . . . . . . . . �.�. L� -N 88'42'28" E L13 N01'17'32"W 68.82' . . .. . . . . . . . . . . . . . . . !.'.'.'.'.'.'.'.'.' ICI r. N 88'42'28" E N 88'42'28' E "?.'. . . . . . . . . . J 106.00' `" `ty •$$'42'28".'E.'.'. .j�• ? . . . . �. 101.Do' 4A.'.'.'. . . . . . . . . . L14 N88'42'28"E 120.00' ..� .. .. 101.00' . . .'. . . .'1Qa2-.' 6.00' $h 6.00 30 3I3I?'.S:F.'.'. . �. � b L15 S01'17'32"E 31.00 - o . �o I�. ' l 168 PRIM TE 51Ri=fix.'.'.': A r .'0.696'.1�C'.'gD o ' ' ' '•'• • • • •'•' ' ' : : : : : :•:•:• 144 0 a 161 \� C. . . . . . . . . . .. .M. . . . . . . . . . c� 7,499 S.F. L16 N88.42'2$"E 60.00' / 6 894 S.F. \ + �. . :r`. . o. ' ' . . . 6,730 S.F. o , . . . . . . . . . { L17 S01'17'32"E 105.00' �• '.'.'.'.'.','.'.'.'.'� I .�.i�:'. . . . . . . . . . . . . . . . . . . . . L=10.06' Q'. . . . .^. s " -31.00` L18 N88'42'28"E 46.00' =�.:'0.. ' ' ' • . . . . . . . . . . . . . . . . . . . . . 36.00'. . . . . . . . . . . . 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STORMWATER MANAGEMENT EASEMENT FOUND 5/8" IRO PUBLIC UTILITY AND DRAINAGE EASEMENT HEREBY GRANTED FOUND 1" R N PIP ON LINE FOUND 5/8" IRON PIPE ' ON LINE FOUND 1" IRON PIPE ON LINE ` 30 OUND 1" IRON PIPE Mu a 00WHI 0 ON LINE 1 FOUND 5/8" IRON PIPE ON LINE / FOUND 1" I IRON PIPE ON LINE 02015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED � DATE REVk5kON5 DRAWN BY SHEET pROJ MGR.: ,fMI GRANDE RESERVE UNIT 26ar 5 pROJ.ASSOC: TAM 02-11-20 REVISED PER CITY COMMENTS MGS UNITED CITY OF YORKVILLE, ILLINOIS REVISED PER CITY COMMENTSMISS OF DRAwNev: MGS i; 01--29-20 REVISED PER CITY COMMENTS MISS DATE: 07-31-19 4 12-••19-19 REVISED PER CITY COMMENTS 5JP 4SCALE: 1"=50' 700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx:630.691.8585 manhard.com 1D- FINAL PLAT OF SUBDIVISION Civil Engineers • Surveyors •Water Resource Engineers •Water&Wastewater Engineers 09-D3-19 REVISED PER CITY COMMENTS MG5 GRCYVIIL02 Construction Managers - Environmental Scientists - Landscape Architects - Planners 08-15-19 REVISED PER CITY COMMENTS MISS February 14, 2020 — 13:36 Dwc Name: P:\GrcyvH02\dwc\Surv\Fnc1 Drcwines\Pict of Subdivision UNIT 26\GRCYV101—PS UNIT 26 03-05.awc Upcoted By. tmurohv FINAL PLAT OF SUBDIVISION OF GRANDE RESERVE UNIT - 26 OWNER'S CONSENT BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE PROPERTY DESCRIBED ON SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND THE ATTACHED PLAT AND HAS (HAVE) CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, PLATTED AS SHOWN BY THE PLAT FOR THE USES AND PURPOSES AS INDICATED THEREON, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. THEREON INDICATED. THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER STORMWATER MANAGEMENT EASEMENT PROVISIONS FRANCHISE AGREEMENT WITH THE UNITED CITY OF YORKVILLE. THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO VACATION OF PUBLIC UTILITY ANQ DRAINAGEEASEMENT APPROVED THE UNDERSIGNED FURTHER CERTIFIES THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES ITS SUCCESSORS AND ASSIGNS OVER ALL OF THE AREAS MARKED "STORMWATER MANAGEMENT AND ACCEPTED:. WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115 AND EASEMENT"' ON THE PLAT, FOR THE PERPETUAL RIGHT, PRIVILEGE AND AUTHORITY TO SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE AUTHOR111E5 ON SIGNING THIS DOCUMENT HEREBY RELEASE AND CONSENT TO THE COMMUNITY COLLEGE DISTRICT 516. STORMWATER MANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, SANITARY SEWERS, WATERMAINS, ELECTRIC AND COMMUNICATION CABLES, CONNECTIONS, RELEASE, VACATION AND ABROGATION OF THE PUBLIC UTILITY AND DRAINAGE -•7 rf_ DITCHES, SWALES, AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY EASEMENT GRAN D PER DOC. 20060 040560 A5 SHOWN HEREON: DATED THIS ` DAY OF F'IDrr 2020• BY SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF ACCEPTED: DATE: �fa THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TREES, AF Jc T GRANDE RESERVE (CHICAGO) ASLI VI, LLLP. A DELAWARE LIMITED LIABILITY LIMITED SHRUBS, OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF THE PARTNERSHIP SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT, NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT BY. AVANTI PROPERTIES GROUP II, L.L.L.P., A DELAWARE LIMITED LIABILITY LIMITED AREA SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME PARTNERSHIP, ITS SOLE GENERAL PARTNER MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES PRINTED AME AND TITLE BY. AVANTI MANAGEMENT CORPORATION, A FLORIDA CORPORATION, ITS SOLE GENERAL OR RIGHTS. nAe_�� PARTNER �-� ACCEPTED: DATE: yta r. r 7 THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY COMMONWEALTH EDISON COMPANY BY. PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. A*,W� 2?1c.toA/ peft- Esr�� ,gyp PRINTED NAME AND TI LE �f PRINTED NAME AND TITLE ACCEPTED: DATE: �/ _4(/ IF -A?40 NORTHERN ILLINOIS GAS CBM Y OWNER'S ADDRESS PUBLIC UTILITY & DRAINAGE EASEMENT PROVISIONS AVANTI MANAGEMENT CORPORATON PRINTED NAME AND TITLE 923 NORTH PENNSYLVANIA AVENUE ANON-EXCLUSIVE EASEMENT l5 HEREBY RESERVED FOR AND GRANTED TO AT&T, NICOR, COMMONWEALTH EDISON, FRANCHISE CABLE COMPANY, OTHER PUBLIC UTILITIES, AND HOLDERS OF WINTER PARK, FLORIDA 32789 EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT A5 "PUBLIC UTILITY & DRAINAGE ACCEPTED: DATE: EASEMENT"' (P.U. & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, COMCAST C LE COMPANY INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE "PUBLIC UTILITY & DRAINAGE EASEMENT". INCLUDING WITHOUT im 910,91ACIAleek LIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVISION LINES, AND ALL PRINTED NAME D TITLE NOTARY PUBLIC NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND OF a►- TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF ACCEPTED: t ldo ;0 STATE _ — ) EACH LOT TO SERVE IMPROVEMENTS THEREON. S5 UNITED Cl OF YORKVILLE COUNTY OF A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT A r 1 M CA\10 r- I, �{rlttan, •{�OInCS n}'a%x1j(Gn NOTARY PUBLIC IN AND FOR THE STATE FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, SANITARY SEWERS PRINTED NAME AND TITLE AND ELECTRICITY, WITHIN THE AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY & DRAINAGE AND COUNTY AFORESAID, HEREBY CERTIFY THAT �� Pr�tS� ) NECESSAREASEMENT"Y ANDTHER REQUIRETH A D FORRIGHT SUCHOF ACCESS THERETO US£5 AND PURPOSES. THE PERSONNEL AND EQUIPMENT PERSONALLY KNOW TO ME TO BE THE SAME PERSON WHOSE NAME IS SUBSCRIBED TO THE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN FOREGOING INSTRUMENT, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECU11ON DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES, OF THE ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES THEREIN SET FORTH A5 THEIR FREE AND VOLUNTARY ACT. SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT" WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, �qLbCLM!n_A - 2020. STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED A5 "PUBLIC UTILITY & DRAINAGE EASEMENT", BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT 00 NOT - � andI 11h]n UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. EMISSION TO RECORD � NOTARY PUBLIC t;fmuzyPv9tICSWEOFPLOP" THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR MYOOMMi551QN#031Tl THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO A5 STATE OF ILLINOIS ) plrt?r�22 NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR )SS • `p,� $ 111i,(I 11�3�d WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID COUNTY OF DUPAGE ) "y � EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO aNOb'PJSLIC STATE OFFLORIOA INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND kI MORTGAGE CONSENT ycomEyAlSSAON*C�3177880 FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. M R E&01FZM 2p ; NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. I, TIMOTHY J. MURPHY, AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY GRANT PERMISSION TO A THE UNDERSIGNED, AS MORTGAGEE, UNDER THE PROVISIONS OF A CERTAIN MORTGAGE REPRESENTATIVE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS THE AUTHORITY TO RECORD THIS RECORDED APRIL 10, 2013 IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, AS FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF PLAT ON OR BEFORE DECEMBER 31, 2020. THE REPRESENTATIVE SHALL DOCUMENT NUMBER 201300007570 AND THE FIRST AMENDMENT TO MORTGAGE RECORDED ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO 08LIGATkON W11H RESPECT TO PROVIDE THIS SURVEYOR WITH A RECORDED COPY OF THIS PLAT. ,,.,%+��"'�.""era,,,, OCTOBER 5, 2015 AS DOCUMENT NUMBER 201500015992, HEREBY CONSENTS TO THE SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT '��,�`��N" "...... SUBDIVISION STATED HEREIN. DATED THIS 11TH DAY OF FEBRUARY, A.D. 2020. ` OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY ,'N!1` ILLINOIS y~. SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH �� ++ CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE _ r Fe- r Ila r, A.D., 2020. SURFACE, TO REMOVE ALL EXCESS DEBRIS AN❑ SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A PROFESSIONAL DATEDILLINOIS PROF N LAND SURVE N 035-002870 - _ LAN© GENERALLY CLEAN AND WORKMANLIKE CONDITION. LICENSE EXPIRES NOVEMBER 30. 2020 SURVEYOR NO. 2870 0. INGRESSIEGRESS EASEMENT PROVISIONS �''''�A, ,;..........' `�,,. _ rSC I<e �ee%j 2t#_-se MORTGAGEE'S NAME AND ADDRESS A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS (LE.E.) IS HEREBY GRANTED AND RESERVED FOR PRINTED NAME AND 11TP..E ALL PRESENT AND FUTURE OWNERS OF LOTS 1 THROUGH 42 AND 140 THROUGH 171 TOGETHER WITH WELLS FARGO BANK, NATIONAL ASSOCIATION THEIR GUESTS, SUCCESSORS AND ASSIGNS FOR THE RIGHT OF ACCESS TO WEST MILLBROOK CIRCLE, A PUBLICLY DEDICATED STREET, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED LINES AND HATCHING ON THE PLAT AND MARKED WITH THE WORDS "PRIVATE STREET". ATTEST: PRIVATE STREETS WITHIN THE DEVELOPMENT SHALL REMAIN PRIVATE STREETS AND RESPONSIBILITY FOR THE MAINTENANCE OF THE ROADS SHALL REST SOLELY UPON THE OWNERS WITHIN THE DEVELOPMENT IN A �� rjn4C ACCORDANCE WITH THE COVENANTS AND RESTRICTIONS RECORDED IN CONJUNCTION WITH THE RECORDING SURVEYOR'S CERTIFICATE OF THIS PLAT. PR! TED NAME AND TITLE STATE OF 1LL1N015 } ) S.S. OF f'( COUNTY OF DUPAGE) -Z- •••• . ' THIS IS TO CERTIFY THAT I, TIMOTHY J. MURPHY, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-002870. AT MORTGAGEE NOTARY PUBLIC_ CorporaTHE REQUEST OF THE OWNER(S) THEREOF, HAVE SURVEYED, SUBDIVIDED AND PLANED THE FOLLOWING DESCRIBED ��--•yy CITY CLERK' CERTIFICA • PROPERTY- STATE OFd SS STATE OF ILLINOIS) THAT PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST COUNTY OF "«'�� ) )SS `•., te ; "•'•"' � '' OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, COUNTY OF KENDALL) BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST O� �r��• A NOTARY UNITED CITY OF YORKVILLE, ILLINOIS. BY ORDINANCE No. ota-� OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, 2006 AS I AT A MEETING HELD THIS a& DAY OF IO C'T10 C EW.— 0 t9s DOCUMENT 200600040560, MORE PARTICULARLY DESCRIBED AS FOLLOWS: PUBLIC IN AND FOR THE COUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT go BEGINNING AT THE SOUTHEAST CORNER OF LOT 42 IN STORYBOOK HIGHLANDS UNIT NO. 2 SUBDIVISION, RECORDED "r S.fA� V T AND �d'� 0.•�� AUGUST 21, 1974 PER DOCUMENT 74-3985; THENCE NORTH 01 DEGREES 37 MINUTES 53 SECONDS WEST ALONG [ '`` �� THE EAST LINO OF SAID STORYBOOK HIGHLANDS UNIT N0. 2, A DISTANCE OF 722.03 FEET; THENCE NORTH 88 �-t`a� .� �-A. WHO ARE PERSONALLY KNOWN TO ME TO BE�THE CITY CLERK (( lO DEGREES 42 MINUTES 28 SECONDS EAST, A DISTANCE OF 211.17 FEET; THENCE SOUTH Ol DEGREE 17 MINUTES 32 �I�11?.�OF tG'�� ARE SUBSCRIBED TO 1N£ FOREGOING CERTIFICATE, APPEARED BEFORE ME SECONDS EAST, A DISTANCE OF 38.50 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 28 SECONDS EAST, A SAME WHOSE NAMES ACKNOWLEDGED THAT THEY DID SIGN AND DELIVER THIS DISTANCE OF 120.00 FEET; THENCE NORTH 01 DEGREES 17 MINUTES 32 SECONDS WEST, A DISTANCE OF 15.00 THIS DAY IN PERSON AND UBSC THE USES AND PURPOSES HEREIN SET FEET; THENCE NORTH 88 DEGREES 42 MINUTES 28 SECONDS EAST, A DISTANCE OF 253.50 FEET; THENCE NORTH INSTRUMENT AS A FREE AND VOLUNTARY ACT FOR KENDALL COUNTY CLERK'S CERTIFICATE 01 DEGREES 17 MINUTES 32 SECONDS WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 88 DEGREES 42 FORTH. i _ MINUTES 28 SECONDS EAST, A DISTANCE OF 66.00 FEET; THENCE NORTH 01 DEGREES 17 MINUTES 32 SECONDS ttkDAY OF ��•�� A.D. 20ZD STATE OF ILLINOIS ) WEST, A DISTANCE OF 62.99 FEET; THENCE NORTH $8 DEGREES 42 MINUTES 37 SECONDS EAST, A DISTANCE OF GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS !•� S.S. 195.90 FEET, THENCE SOUTH 01 DEGREES 11 MINUTES 13 SECONDS EAST, A DISTANCE OF 33.39 FEET; THENCE COUNTY OF KENDALL) NORTH 88 DEGREES 48 MINUTES 47 SECONDS EAST, A DISTANCE OF 229.20 FEET; THENCE NORTH 01 DEGREES 17 MINUTES 32 SECONDS WEST, A DISTANCE OF 68.82 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 28 SECONDS EAST, A DISTANCE OF 120.00 FEET TO THE NORTHERLY EXTENSION OF THE WESTERLY LINE OF SAID LOT 24�� 1rl� 3034; THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST ALONG SAID WESTERLY LINE, A DISTANCE OF NOTARY PUBLIC COUNTY CLERK OF KENDALL COUNTY, ILLINOIS,t41�`y- 31.00 FEET; THENCE NORTH 88 DEGREES 42 MINUTES 28 SECONDS EAST, A DISTANCE OF 60.00 FEET TO THE CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT NORTHERLY EXTENSION OF THE WESTERLY LINE OF SAID LOT 3034, THENCE ALONG SAID WESTERLY LINE FOR THE DO HEREBY ` 11 r;ti 'ulv�f�t5S10GG44422 FOLLOWING 2 COURSES: 1) THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE OF 105.00 TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE FEET, 2) THENCE NORTH 88 DEGREES 42 MINUTES 28 SECONDS EAST, A DISTANCE OF 46.00 FEET; THENCE , LAND INCLUDED IN THE ANNEXED PLAT. SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE OF 120.00 FEET TO THE EASTERLY EXTENSION Ot ° z - _ I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH THE OF THE WESTERLY LINE OF SAID LOT 3034; THENCE ALONG SAID WESTERLY LINE FOR THE FOLLOWING 2 COURSES: CITY PLANNING AND ZONING COMMISSION CERTIFICATE 1)THENCE SOUTH 88 DEGREES 42 MINUTES 28 SECONDS WEST, A DISTANCE OF 31.00 FEET; 2) THENCE SOUTH 01 ANNEXED PLAT. STATE OF ILLINOIS) DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE OF 60.00 FEET; THENCE SOUTH 23 DEGREES 34 MINUTES }55 GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, ILLINOIS, ��t, i t �,,f 54 SECONDS EAST, A DISTANCE OF 122.73 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF SAID EAST COUNTY OF KENDALL) ��`�v�TY C, `�. MILLBROOK CIRCLE; THENCE SOUTH 61 DEGREES 46 MINUTES 30 SECONDS WEST ALONG SAID NORTHERLY THIS. DAY OF A.D., 2020. �`G ', RIGHT-OF-WAY LINE, A DISTANCE OF 15.20 FEET TO THE NORTHERLY EXTENSION OF THE WESTERLY APPROVED AND ACCEPTED BY THE PLAN C MISSION OF THE RIGHT-OF-WAY LINE OF PRESTON DRIVE AS DEDICATED PER DOCUMENT 20060040560; THENCE ALONG SAID UNITED CITY OF YORKVILLE, ILLINOIS. THIS � DAY OOF THy��llS�+e- 202{i - WESTERLY RIGHT-OF-WAY LINE FOR THE FOLLOWING 3 COURSES: 1) THENCE SOUTH 28 DEGREES 13 MINUTES 30 `� .:OFFIC1A = SECONDS EAST, A DISTANCE OF 188.75 FEET TO A TANGENT CURVE 2) THENCE SOUTHERLY ALONG SAID TANGENT _ CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 350.00 FEET SUBTENDING A CHORD BEARING SOUTH —} COUN�',43LEIT4,,, =Z •. SEAL O_ 34 DEGREES 55 MINUTES 02 SECONDS EAST, A CHORD DISTANCE OF 81.57 FEET AND AN ARC DISTANCE OF 81.76 CHAIRMAN �E- O�IZp'L� `�` �-,'. S EAST, A DISTANCE OF 22.30 C�VNJ'y•� .`� FEET TO THEFEET TO A ANORTHERLYNGENT +R3GHTHOFCWAY LINEE SOUTH 4OF TUSCANY TRAILU SSDEDICATED 33 D ER DOCUMENT 200600035289; KENDALL COUNTY RECORDERS CERTIFICATE Q ��.�� THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR THE FOLLOWING 3 COURSES: 1) THENCE SOUTH 48 C ' 0UN �.�`` DEGREES 23 MINUTES 27 SECONDS WEST, A DISTANCE OF 146.12 FEET TO A TANGENT CURVE; 2) THENCE SOUTHERLY ALONG SAID TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 435.00 FEET CITY COUNCIL CERTIFICATE STALE OF ILLINOIS ) �, = SUBTENDING A CHORD BEARING SOUTH 24 DEGREES 50 MINUTES 08 SECONDS WEST, A CHORD DISTANCE OF S.S. 348.05 FEET AND AN ARC DISTANCE OF 358.08 FEET, TO A TANGENT LINE; 3) THENCE SOUTH 01 DEGREES 15 STATE OF ILLINOIS) COUNTY OF KENDALL) .• l(��~ MINUTES 13 SECONDS WEST, A DISTANCE OF 14.53 FEET TO THE NORTHEAST CORNER OF LOT 3032 IN GRANDE )S5 FC•.,•.•..,,••�� RESERVE - UNIT 20 RECORDED OCTOBER 31, 2006 PER DOCUMENT 20060035289; THENCE ALONG THE COUNTY OF KENDALL) �•� '•,�RDER 0��` NORTHERLY LINE OF SAID GRANDE RESERVE - UNIT 20 FOR THE FOLLOWING 3 COURSES. 1) THENCE NORTH $8 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE �3�� ',� `�'� DEGREES 45 MINUTES 03 SECONDS WEST, A DISTANCE OF 30.00 FEET, 2) THENCE NORTH 81 DEGREES 34 UNTIED CITY 0 Y KVILLE, iLLTHE THIS AND DAY OOUNCI L p r THIS INSTRUMENT WAS FILED F%0'WI5ORD IN THE MINUTES 25 SECONDS WEST, A DISTANCE OF 74.17 FEET; 3) THENCE NORTH 68 DEGREES 37 MINUTES 33 eZF36? . DAY OF NO-IL WEST, A DISTANCE OF 445.81 FEET; THENCE NORTH 89 DEGREES 42 MINUTES 05 SECONDS WEST, A -_ RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS ' DISTANCE OF 344.84 FEET; THENCE NORTH 86 DEGREES 36 MINUTES 11 SECONDS WEST, A DISTANCE OF 152.80 FEET, THENCE SOUTH 76 DEGREES 07 MINUTES 45 SECONDS WEST, A DISTANCE OF 176.09 FEET TO THE WEST MAY i 11 lQ A.D., 2020, ATZ`��0'CLOCKA.M., AND WAS RECORDED IN BOOK �-� OF PLATS LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE NORTH 01 DEGREES 19 MINUTES 43 SECONDS l Lac WEST ALONG SAID WEST LINE, A DISTANCE OF 29.30 FEET TO THE POINT OF BEGINNING, IN KENDALL COUNTY, ON P� E ✓ ILLINOIS. bw CITY ADMINISTRATOR'S CERTIFICATE RECORDER OF DEEDS I FURTHER CERTIFY THAT THE PLAT HEREON DRAWN I5 A CORRECT AND ACCURATE REPRESENTATION OF SAID 202000023790 SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. STATE OF ILLINOIS) DEBBIE GILLETTE I FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY 15 LOCATED WITHIN A SPECIAL FLOOD )SS SURFACE WATER STATEMENT � RI C ORDER-KENDALL C'c l[JNTY' IL HAZARD AREA A5 IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 17093CO039H, COUNTY OF KENDALL) S DATED, JANUARY 8, 2014. ALL OF THE PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE RECORDED 11/23/2020 03;07 AM THE 0.2% ANNUAL CHANCE FLOODPLAIN. THIS DOES NOT GUARANTEE THAT THE SURVEYED PROPERTY WILL OR APPROVED AND ACCEPTED BY THE CITY A ISTRATOR THE ��/ STATE OF ILLINOIS ) PLAT: 95,00 RHSPS FEE: 10 00 WILL NOT FLOOD. UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF 17 2020. S.S. COUNTY OF DUPAGE } 5/8" DIAMETER BY 24" LONG IRON RODS WILL BE SET AT ALL SUBDIVISION CORNERS, LOT CORNERS, POINT'S OF p�E -� - CURVATURE AND POINT'S OF TANGENCY IN COMPLIANCE WITH ILIINOIS STATUTES AND APPLICABLE ORDINANCES, TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS WILL NOT BE UNLESS OTHERWISE NOTED. CITY A55NISTRATOR CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION OR ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS BEEN MADE FOR THE I FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN 15 SITUATED WITHIN THE COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR DRAINS WHICH THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL POWERS CITY ENGINEER'S CERTIFICATE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. STATE OF ILLINOIS) )55 DATED THIS DAY OF 2020�C�jCvut'�/ ��,,�, DATED THIS 11TH DAY OF FEBRUARY, 2020. °Z S COUNTY OF KENDALL) -� _ • . `� u. l�Y `' I� I. 1��,7I�7�+y �� CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY _ I ��:•, ,,,•!�i ILLINOIS PROF N LAND SURVEYO 035-002870 .`' O�N,. CORIIFY THAT TH£ REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE J05EPH M. IOVINELLI Q6 Q6935 Y 2020 COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. _ LICENSE EXPIRES NOVEMBER 3D, _ �� ILLINOIS REGISTERED PROFESSIONAL ENGINEER = LICENSE ~ `• ILLINOIS `= ILLINOIS REGISTRATION NUMBER 062-069635 PR SSIOjVAL 'PROFESSIONAL DATED AT YORKVILLE. ILLINOIS THIS L4L`i DAY OF. ' 2020. r E GINEI?R DESIGN FIRM PROFESSIONAL LICENSE NO. 1840D3350% _ LAND LICENSE EXPIRES NOVEMBER 30, 2021 = _ LICENSE EXPIRES APRIL 30, 2021 _ - SURVEYOR 70 OWNER/ATTORNEY: ' ,,�L f NO\,.` THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS CITY ENGINEER ''""" " ''BCD MINIMUM STANDARDS FOR A SUBDIVISION SURVEY. �'�-lD�e p�`. ffift-w' S iro � �idsrr� �C ar+d ��[C.hr►u�+�e� �' -.,,,,,�4,RD,;,,��`"'' . PRINTED NAME AND TITLE � Z �_ L.L.L••p ®2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED pA7E REVISIONS BRAWN BY SHEET PROJ.MGR.: JMI GRANDE RESERVE UNIT - 26 PROd.ASSOC.: TJM n ar 02-11-2D REVISED PER CITY COMMENTS MG5 UNITED CITY OF YORKVILLE, ILLINOIS 5OIL= AWN BY., MG5 '"ice . 01--29-20 REVISED PER CITY COMMENTS MISS DATE: 07-12-19 4 12-19-19 REVISED PER CITY COMMENTS MISS sROJ Nl5 700 Springer Drive, Lombard. IL 50148 ph:630.691.8500 fx:530.691.8585 manhard.com 10-04-19 REVISED PER CITY COMMENTS SJP FINAL PLAT OF SUBDIVISION Civil Engineers • Surveyors •Water Resource Engineers •Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MISS GRCYVIL02 Construction Managers • Environmental Scientists - Landscape Architects • Planners 08-15-19 REVISED PER CITY COMMENTS MGS 4 February 7, 2020 - 10:36 Dwq Name: P:\CrcvviIC2\dwa\Surv\Finc1 Drawings\Plat of Subdivision UNIT 27\GRCYVIL01-PS UNIT 27 01.dwg Updated By. MSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE SURVEY PREPARED FOR of 12° 80 �z° z`° �° I GRAND RESERVE (CHICAGO) ASLI VI, L.L.L.P. GRANDE RESERVE UNIT ■w27 ( IN FEET ) C/O AVANTI PROPERTIES GROUP x inch = 120 ft- 923 N. PENNSYLVANIA AVE. WINTER PARK, FLORIDA 32789 BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 HE SOUTHEAST QUARTER NOFR SECTION ANDE E2, PART SERVE NOF THE 3NORTHEAST QUARTER NOF SECTION OF PART 011,rAND BASIS OF BEARINGS PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL-TIME KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING THE TRIMBLE VRS NOW NETWORK. LEGEND AREA SUILVARY EXISTING PROPOSED LOTS 43-139: (16.889 ACt) 735,690 SQUARE FEET SUR VEYO,R',S NOTES PROPERTY LINE LOT 3038: (3.245 ACf) 141,372 SQUARE FEET CUL-DE-SAC LOTS: (4.616 ACt) 201,070 SQUARE FEET LOT LINE DEDICATED R.O.W.: (1.897 ACf) 82,629 SQUARE FEET 1. ALL DIMENSIONS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. --- - EASEMENT LINE - - - TOTAL: (26.647 ACt) 1,160,761 SQUARE FEET SETBACK LINE 2. DIMENSIONS ALONG CURVED LINES ARE ARC LENGTHS. B.S.L. BUILDING SETBACK LINE 3. NO DIMENSION SHALL BE ASSUMED BY SCALE MEASUREMENT HEREON. P.U. & D.E. PUBLIC UTILITY & IIIIA�II�«I ��Illilll 4. THERE MAY BE ADDITIONAL TERMS, POWERS, PROVISIONS AND DRAINAGE EASEMENT LIMITATIONS CONTAINED IN AN ABSTRACT DEED, LOCAL ORDINANCES, S.W.M.E. STORMWATER MANAGEMENT 202000023793 DEEDS, TRUSTS, COVENANTS OR OTHER INSTRUMENTS OF RECORD. EASEMENT DEBBIE GILLETTE 5. El DENOTES CONCRETE MONUMENTS. XXX.XX MEASURED INFORMATION RI:CURI)FR-KENDALL C0 [iNTY. It 6. IN ACCORDANCE WITH CHAPTER 765 1LCS SECTION 205/1. 5/8"X 24" (XXX.XX) RECORD INFORMATION RECORDED: 11/23/202008.57AM LONG IRON RODS WILL BE SET AT ALL LOT CORNERS AND POINTS OF PLAT: 95.00 RHSPS FEE: 10 00 GEOMETRIC CHANGE UNLESS SHOWN OTHERWISE. PIN (�tA.] 7. THERE SHALL BE NO DIRECT VEHICLE ACCESS ONTO STORYBOOK PAGES: 5 DRIVE FROM THE PROPOSED SUBDIVISION. 02-i1-276-OQ5 8. STORMWATER MANAGEMENT EASEMENT, AND A PUBLIC UTILITY AND 02--11-228-086 r DRAINAGE EASEMENT ARE HEREBY GRANTED OVER ALL PORTIONS OF Lo "r Q-010 Tr LOT 3038. 9. ALL COURTS AND PRIVATE STREETS ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 10. PUBLIC UTILITIES AND DRAINAGE EASEMENTS, AND INGRESS AND EGRESS EASEMENTS ARE HEREBY GRANTED OVER ALL PORTIONS OF LOTS 1008 THROUGH 1014. SHEET INDEX 11. LOT 3038 SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION. SHEET 1 OF 5 OVERALL BOUNDARY SHEET 2 OF 5: EASEMENT VACATION AND LOT DETAILS 20 TYPICAL LOT DETAIL 9l • " " -- ` " • ��377 ,o' P.u. & D.E. SHEET 3-4 LOT DETAIL INFORMATION. SETBACKS, 240 I OF 5 RIGHT-OF-WAY DIMENSIONS AND EASEMENTS • 2e�1� E PROVISIONS CERTIFICATIONS N NAG 9 a/ / E s��'0 7 G`�C,�. 22� & D.E. �� & D.E. SHEET 5 OF�5 AND �Q `��P Op� / FpFZ E'i a 1 20 REARB.S.L. SIGNATURES �Np►\G�� O pE� - �p� N�R9pO�o560 >s <�'�� OQ �� 22� IC i I Q 7.5 SIDE \CPC �pp�0 NF� G. 2pp�0 �� f\��ry ��°� �� I YARD I LOT NUMBER a Arm pwwG �p \C,t'p��OQ 99 100 a� � %� S� �� °� �20 SETBACK I (TYP) 216 I I 8,739 S.F. `.moo N� p �O�GP MCA, rn� �.�.11 7.5' SIDE 101 ��o• 228 � � LOT AREA 1 ' I SETAYARD K 0C- 3038 97 PRIVAII= I I I STREET �.N O, i 20l FRONT B.s.L- / 85 8fi 1014 �,� �� rG�Ov�'C 1 I / 84 96 2*0 G I 10' P.U. & D.E. 83 87 102 � 30 ��g 212 RIGHT-OF-WAY 82 'Q� 232 201 NOTE: THE TYPICAL SETBACKS AND EASEMENTS 81 88 103 CONCRETE MONUMENT .9 2t4 I SHOWN ABOVE SHALL APPLY TO ALL To BE SET 80 ��Q� ` 203 NON-CLUSTER LOTS UNLESS OTHERWISE NOTED. C �Cay��E 5 qN 111 A��;c� 104 20* 2o� �O�g ��0 �� o a o 0 79 91 110 ��G�j► 105 ��, 2Oo 2 N �®C� ° G� uHaUDDOWODED 92 90 y 209 TYPICAL CORNER YARD LOT DETAIL MARION A. & MOLLIE STOERKER DEED RECORDEDQUIT CLAIM 89 V 112 109 1013 106 00 N 207 O� 10' P.U. & D.E. FEBRUARY 9, 1977 78 G aA 2�70 ��° PER DOC. 77-703 0 93 �� 113 10$ 107 �0� ��2 �0 0 �/�� 1 5' P.U. I ��-I 10' P.U. 0 77 94 95 �'� �0�4 �®© �� & D.E. 0' REAR B.S.L. I & D.E. I LOT NUMBER I N 11� 0�0 1012 114 8 Q� 272 00*�3 7.5' SIDE I (TYP) I 20'-YARD CORNER 7fi Y. 117 118 119 9 C�G�Q�1DC �� egg SET ADCK I I I SETBACK WATERMAN LANE 0 UHp'r 21T 1 o PRIVATE STREET 0 RECORDED DECEMBER 15, 2006 ICE o 270 I 8,739 S.F. � 1 ,n S 115 116 PER DOC. 200600040560 LOT AREA I 1 o to-18 0 75 74 73 71 m B 1011 120 197 274 �Pv i 2O' FRONT B.S.L. � o 72 70 �� 1 1% z 15CURTIS COURT 121 1910 z PRIVATE STREET ° a 270 � 10' P.U. & D.E. 3038 1 lg0 Tee Too z RIGHT-OF-WAY o fifi 67 fib 125 124 123 122 r GAINS 276 V 65 126 L13 J la g COURT' CI NOTE: THE TYPICAL SETBACKS AND EASEMENTS L15 J 2�77 � SHOWN ABOVE SHALL APPLY TO ALL �5 `�- ,g 64 (D o NON-CLUSTER LOTS UNLESS OTHERWISE NOTED. Of N " GOULD COURT 130 -� L17 lee Q I d PRIVATE STREET �1 FOUND 1 PINCH TOP a ISO 1 cr- IRON PIPE AT CORNER 63 1010 127 128 129 131 �87 I o e l 0 4 2?° � z o FOUND 3/4" IRON PIPE � i�'s Q Of AT CORNER (V 0 a 246.98' 59 3 132 2�7g o N 8sros'o8� E fi2 61 60 ` Lije ELLORY COURT � �30�34 179 T o o LINE TABLE � PRIVATE STREET p FOUND 3/4" IRON PIPE 1009 133 o °Q � N 0.10' E OF LINE �S � LINE BEARING LENGTH 53 139 138 137 L1 TONCI SET T7 o ° ` Ll S63`46'49"W 25.99' STORYBOOK 6 52 54 55 56 57 58 136 135 134 f EW L2 S26'13'11"E 66.00' DRIVE N 177 CO j j- LIJ o L3 N63'46'49"E 31.35' FOUND 1/2" IRON .51 N L23 J Is4 Tog UST � �� PIPE ON LINE ,r, KELLOGG COURT �� (� 1 L4 534'44'48"E 185.58' � PRIVATE STREET -J'�40 '�k'� t4� 1'21 I a� 17�° � I L5 S55'15'12"W 46.00' 50 a �� ° L6 S34'44'4$"E 136.00' 07 �_ 1008 L25 �� Ire O Efl � L7 S55'15'12"W 180.00' z 49 4fi 45 44 43 � �� 100 i1C�`l7 2 Q 4 ! 48 47 POTTER COURT 0 1 L8 S01'11'13"E 18.62' QUND 1/2" IRON PIPE--'- L31 O J PRIVATE STREET (� OLi O 0.26' E OF LINE IS o L9 N88'48'47"E 20.74' R4iNT OF BEGWNING L 7 100�7 �44 �� z �� g o QUND 1/2" IRON PIPE 9 0 Lv L10 S01'11'13"E 180.00' ON LINE o e'3Q �°,�0 ° � �� V Uj o j ° *0*° o I L11 S88'48'47"W 16.00' c � �� ° 0 log 280 I Y cai 14 o a Y IL L12 S01'11'13"E 60.00' a Q 06 147 lea �14g n O o C�ILaI® �� © n L13 S88'48'47"W 120.00' �30, SUTHERLAND COURT m egg Z Q5 I L14 so1'11'13"E 41.00' , I L15 588'48'47"W 38.65' srs a PRIVATE STREET J o RECORDED �•p zoo o^ J w PER DOC. o• d �g a a o 24 �©®(� W2 I.Go L16 so1-11'13"E 41.00' o , 0 �g �� „ 150 ° 1oOQ0 ° 0 289 v I L17 N88'48'47"E 135.89' 30 2° u� 2g0 QQ M w FOUND 1/2" IR N PIPE �� LLI PRIVATE �g� �� I L18 S01'17'32"E 219.52' o[if� o n '�FOUND LINE �� ?� STREET '4 '< GG ```` L19 S88'42'28"W 27.22' KENDA L Co. ��° �g� �0C]0 �g0 `� Q �� O�c�3 ` L20 So1'17'32"E 68.82' oa 40 Z BRG .� BRASS DISK GQ.� 1 Q° ON LINE �� 2� WEST MILLBROOK PRIVATE � 0 I L21 588'48'47"W 229.20' o STREET f� �J L22 N01'11'13"W 33.39' z HERETOFORE DEDICATED 1001 2 L23 588'42'37"W 195,90' 0,33 7 21 ilk STREET (�PRIVATE � �3 i L24 S01'17'32"E 62.99' FOUND KENDALL Co. HATCH COURT a � BRASS DISK PRIVATE STREET �004 g L25 S8$'42'28"W 66.00' ON LINE 20 1005 °� FOUND 3/4" IRON PIPE L26 S01'17`32"E 116.00' _.,,,FOUND 3/4" IRON PIPE �°� 0.11' SE'ly OF LINE ! L27 588'42'28"W 253.5Q' ON LINE I 1� o FOUND 3/4" IRON PIPE I N AT CORNER L2$ S01'17'32'E 15.00' SOUTH LINE OF THE CF-R CO.p L29 S88'42'28"W 120.00' 3Oe��7 TUSCANY TRAIL FOUND 5�8" IRON PIPE RECORDED OCTOBER 31, 2006 NORTHEAST QUARTER OF J 2� �� PER DOC. 200600035289 SECTION 11-37-7 a L30 N01'17'32"W 38.50' (S 89'25' W 2020.26') PER "STORYBOOK HIGHLANDS UNIT 2 ON LINE FOUND 1" IRON PIPE POINT OF OUND 1/2" IRON PIPE (N 89'31'16" W 2028.27') FOUND 1" IRON PIPE - _ ON LINE- - _ _ - - - I L31 S88'42'28"W 211.11' _ _ _ ON LINE LINE OF THE BEGINNING 0.23' W & ON LINE _ - - _ N 8g'07'35" £ 2029.$3 " QUND 5/8" NORTH FOUND 5/8 IRON PIP£ PIPE SOUTHEAST QUARTER OF ON LINE IRON ��N ELF ON LINE SECTION 11-37-7 FOUND 1" IRON PIPE ! ON LINE OUND 1" IRON PIPE I ON LINE �g �o C�G�la�1DG QC��G��IC� o UNOT 20 RECORDED OCTOBER 31, 2006 PER DOC. 200600035289 02015 MANNARD CONSULTING, LTD. ALL RIGHTS RESERVED DATE REVISIONS DRAWN BY SHEET pROd.IIGR.. JMI G RAN D E RESERVE UNIT - 27 PROD.Assoc.: TJM n r REVISED PER CITY COMMENTS MGS OF DRAWN BY: MGS UNITED CITY OF YORKVILLE, ILLINOIS �" 01-29-20 REVISED PER CITY COMMENTS MGS DACE: 07--31-19 CO KS U LTE N � 1� 4 12-19-19 REVISED PER CITY COMMENTS MGS srei�• 1"=120' 700 Springer Drive. Lombard. iL 60148 ph:630.691.6500 fx:630.691.8555 manhard.com 10-04-19 REVISED PER CITY COMMENTS Sip FINAL PLAT OF SUBDIVISION Civil Engineers•Surveyors•Water Resource Engineers •Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MGS GRCYVIL02 Construction Managers • Environmental Scientists " Landscape Architects • Planners 08-15-19 REVISED PER CITY COMMENTS MGS February 14, 2020 — 08:13 [)wq Name: P:\GrcvviIQ2\dwq\Surv\Fino1 Urowings Plat of Subdivision\UNIT 27\GRCYVIL01—PS UNIT 27 02.dwc. Undated Bv: MSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE 50 0 25 50 100 200 111111111111111111111l11 OF 202000023793 ( IN FEET } GRANDE RESERVE U 27 1 inch = 50 fL 'S O DEBBIE GILLETTE N RECORDER - K NI)ALL t_'O1UN"1 Y_ 11. BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, RECORDED* 1 1/2 3/2020 08'57AM TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PLAT 95.00 RHSPSFEE-. 1000 PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE BASIS OF BEARINGS SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF _ PAGES- 5 THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE Iwlvols STATE PLANE COORDINATE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL—TIME KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING THE TRIMBLE VRS NOW NETWORK. LEGENT EXISTING PROPOSED PROPERTY LINE tJ4� �o o�``�0G9C� 236 - - LOT LINE EASEMENT LINE SETBACK LINE `�'3 ad CO a B.S.L. BUILDING SETBACK LINE o�� CJ1.. rn• ��sp_ °O S.W.M.E. STORMWATER MANAGEMENT N �+ •t EASEMENT 101 Li �,� �'OF \GP'(�7,636 S.F. O R\G� CP �� s Cj�o XXX.XX MEASURED INFORMATION G O 13 ti •�� TOO 8,468 S.F. \��0 10 o30 °�� (XXX.XX) RECORD INFORMATION W.. �� y� Fo zo�6 N 63'46'49" E � 1•0 „ �� p►S 4�� ;.;.;..;.;....;.;.; LOT 3034 IN 6� ��O DETA P.App BLANKET PUBLIC UTILITY Ql G oRtio600 01, AND DRAINAGE EASEMENT 101 ooy PER DOC. 200600040560 HEREBY VACATED 7,636 S.F. �c ��.� .'.'. . . . . . . . . . . DETAIL oo'� sue: . .'.'.':':':':':':':':':':':':':':':':':•:':':':'. „ � SCALE. 1 =20 ••;•;•;•;•;•;•.. . . . . . . . . . . . . . . . . •;•;•.•;•.•;•;•;•;•;•;•••••••••,•,•• x -r,�g �00. `biz O �z. �}• e�ys .s�•f hi ..•.••••.•••.•.•. . . . ',r';';' .'. . . . . . . . . . . .'.'. . . . . . . . . . . . . . . . (S 25-31'31" W � . , , . . . : : : . .'.'.'.'.'.'.'.' N 5515' E �2 "viz., 5' P.U. & D.E. 26.00' A.�i� ,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 •'•'•'•'•'• •'•'•'•'•'•'- -'-'•'•'•'•'•'•'• • •'•'•'•'•'•'•'• ..`�- O �' 1_5 P.U. & D.E. 5' P.U. & D.E. 6,868 S.F. c� 0• . . . . . . . . . . . . . . . . . . . . . .� o ¢ o ¢ .'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ....','.- . .'•'•'•'. o¢ y 5' P.U. & Q.E. o¢ 1 . . . . . . . . . . . . .'.'.'.'-'.'. . w � 7.50 Q I 7.50' o c>r I I SIDE YARD �o° 104 l SIDE YARD 6,409 S.F. :': :':':':'.':'.':':':':':':':':':':':':':':':'. . . .':':':'.'.'. .'I .'.'.'. .'.'. . .'. O (N 55-25'31" E) . .. .. . .•.'.'. . .'.'.'.'. . . .'.'.'. . .'.'.'. . . .'.'.'. . . . . �� ! o� ¢ l �. S 55'15.12" W r 5' P.U. & Q.E. r -� 41.00' : : . : . : . . . . . . . . . .'.'.'.'.'. .' '. • • • •'•'•' ' '.'.'.', • . . . . . . . . . . . Ld r ryJ'. . . . . . . . . . . . . . . . . . .'BLANKET•1?kJBLIC •Ii�IL1T't'••• • • ' • • • " " 5' P.U. & D.E. ' � in <h . . . . . . . . . . . . . . . ..•ANC DR,4INAG>= E;ASEMENT'.'.'•'.'.'. . . 0 �G �J. ..:.:.:.:.:.:.:.;.:.:.:.:.: :.boc,:� 60baab5sb;.;•;`;•;•;•;•:• Cc; ..... ....... ............... ; ; . ; ; ; ; ; . ; . ; ..;.'.....;...;... 568 S.F. 105 °°' .... .'•'•' a 8,468 S.F. ;.:.;.:.;.:.;.:.;,:.;.;.;.:.;.;.:.;.;.;.;.;.;.;.;.;.;.;.;.;.;.;............... z �� 20�p (N 25'31'31" E) r� . . . . . . . . . . . . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'. , R z 10 P.U. m \ F� Rp m 10' P.0 S 55'1512 Writ i '� ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 . . . . . . . . . . . . . . & D.E. o c� 10' P.U. 24.00' b & D.E. .. '. . . . . . . . . . . . . . . . . . . . . . . d & D.E. S. n 109 � , . IK >.. ; ; ; ; ; . . . . . . . . . . . . . • . . . . . . . • . . . . . • . . . . cuEST 7,550 S.F. 106 1r3a; ^,,c ; '� "" GUEST 6,776 S.F. ai " s�: B4:A�]►tt.'�tli�sl�'•'.'.'.'.'. . L PARKING PARKING (N 3 -34'29" W) ",'1'" •: `" UTILITY'.�1ND'.DKAWAGE.'.'.'.'.'.'.'.'.'.' ®� S 34' 4'48" E . . . . . . .. A$FMFI`17'P R.'pfl•Q .'.'.'.'.'.'.'.'.'.'•'•'• 6.00' . .'•'.'.'.'•'.'.'.'.'.'.'. .200600040560 �i U4 107 . . . . . . . . . . . . I ir' vis►cAT . . w w o 6,776 S.F. O .'.'.'.'.'.'.'.'.'.'. .'.'.'-'. .'. . . . .'. . . .'.'.'.'-'. . . . . . . . . . . . I l 108 O°. . . . . .;. . . - .WESTERLY'.LINE.;.;.;-;.;.;.;.;.;.;.;.;.;.;.;.;.;...;-;•;` ;•.•;•.•.•.•;•.•;• Go Po. I 12,508 S.F. E�1ti . . ...'.'.'.'. .'.'. .'.QF'.I4QT .�Q :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r�— 20.00' 1 - Ei r1 o w y -�i . . . . • . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .;.;.;.;.;. . . . . . . . REAR YARD � / & P n Q �,�•�� ~ .'•'•'•'.'•'.'•'.'•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ° in oo W I - (! in (N 36-29'28" E) �5 5�'^ . .:.;.:.;.;. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.;: : : : : : : : : : : : ; : ; : ; . ; : ; : ; ; ; ; ; ; ; : is7 FA O E in S36'19'09" W . . . . . . . . . . . •.'.'. . .'.'.•....... .'.'- . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'. . L 00 LLJ LL ,sP . . . .'-'.'. w � ro, P.U. T. a 118 »'.,,' . '.L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .'.'.'. . . . . . . . . . . . . . . . . . . . . 0 10' P.U. 7,001 S.F. r "��:w>:',�; . . .'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o �'3 & D.E. tL D.E. Q . . . . . . . . . . 1 -5 T�...-..<�;,:' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . - . . . . . . . . . . . . . . . I I 20.00' 119 t,a . . . . . . . . . . . . . .'. . , . . . . .•. . , . . . . . . . . . . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.':':':':': : :':':':':':'. — 0 f4 4:f�P'9•h 28 aa' ��';. :�,:= r,5 {�•�- • G� a ;n 2a 00' 20100' o in REAR YARD 8,468 S.F. ,: t. .a�; s , . . Y.i+In1 '.' � �' .'. � '.'2 . . .'.'.'. . .'. .'. .'.'. .'. I FR NT B.B. FR NT in »,: *��N5 In 4 I (N 01'00'54" W) rr" r.r,rn=t9 ; ; ; ; ; ; ; ..;.:. . . . . . . . . . . . . . . . . Y RD Y RD S 01"11'13" E ice..*,, 5..•5�:, . . . . . . . . . . . . • . . . . . .'RECQRQ D.'aE�Elvl$ER'-'k5�'.20L�6.'.'.'.'.'.'.;.;.;.;...;.;...;.;.;.;.;.;.;.;.;.;.;.;. _ _6a.ao'- O W C] 60.00' -;';?'� . ...................... . . . . . . . ...... . . . PEl3.'D.00. .�DII6QDD.40�61� . .'.'.'.'.'-'.'. . . . . . . . . . . . . . - . . . . . . I r' �a R. .w. —I-� �¢ (S 88.59 06' W) ;.:.;.:.;.;.;.:.;.;.;.;.;.;.:.;-;-;.:.;.;.:.:.;.:.:.:.;.:.;.;-;-:-;.;.;.;.;.;.;.;.;.;.;.;.;.;.:.;.:.;.:.;.;.;.;.;.:.1 .. ;.:. . . . 6 . . . - . . . . . N o Y N o> N88'48'47 E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 36.00' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1Z00 ; O , • . • . • . • ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . 6,776 S.F. ^N . . . . . . . . . — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . x .'.'.'.'.'.'.'.'. .'.'. .'.' con z e T . . . . . . . . . . . . . . . . . . . . . . . 0 0 : : : :':':':::::::::::::::': ISO TYPICAL CLUSTER SINGLE FAMILY DETAIL 121 z . 6,7ao S.F. SCALE.- 1"=40' (S 88'59'06" W) NOTE: THE TYPICAL SETBACKS AND EASEMENTS S 88'48'47" W 20 00' L1 SHOWN ABOVE SHALL APPLY TO ALL CLUSTER 100 LOTS UNLESS OTHERWISE NOTED. 122 o�r - ',• . . . . . . . . . .. '. . 7,584 S.F. a o •,`:, �1 . . . . . . . . . . . . U1 n Z .'.'.'.'.'.'.'.'.'.'.'.' V 123 (s 88.59'06" w) x GINS 6,109 S.F. S 88'48'47" W 100.00' :T.' log Co C (N 01'00'54" W) '.'.'.'.'.'.'.'. .'. '.L1.3.'.'.'.'.':':':':'. . . . . . . . . . . .':':':'.'.'.' °�Rr S O1'11'13 E . . . . . . . . . . . . . 41.00' . . . . . . . . . . . (S 88,59,06" W) J.'.'.'.'.'.'.'.'.'.'.'.'. ;.:.;.:.;.;.;.;.;.:.;.;.;.;.;. ..'.'.'. . 38.65' . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . S 88.48'47" w LINE TABLE EASEMENT PROVISIONS 3 '.'.L1•g'.'•'.'.'.':'.'.':.-.-.-.-.-.-'-*-'-'-'-'-% .'.': .':':'.'.':':':':':':':' ': .' ' ' ' ' ' ' ' ' ' ' ' AN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC x . . . . . . . . . . . . . . . . . . . . . . . . . . -c0.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.;.:.;.:.;.:.. .. . . . 6 E . . . . .�1.. . . . . . . . . . ..;.;. lea LINE BEARING LENGTH AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND GRANTED TO .•r. . . . . . . . . . . . . . . . . . . . . d •'L07•�04. . . o t r J.'.'.'.'.'.'.'.'.'.'.'.', . . . . . . . . ..'.'.'.'.'.' � . . . . . . . . . . • . . . . . • ••'L��•'.'.'.'.'.'..' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L1 S63'46'49"W 25.99' COMMONWEALTH k=DiSON COMPANY v7 . . . . . . . AND o . . . . . . . . . . . . . . . . . . . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'. . 30� N 88'48'47" E 100.00' yr � i i L2 S26'13'11"E 66.00' 1WNO1S BELL TELEPHONE COMPANY DBA AT&T. GRANTEES, S 88'59'06" W) i r'4t" o n�x.w L3 N63'46'49"E 31.35' THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS JOINTLY AND SEVERALLY, TO CONSTRUCT, 9 S.F. ( },Yi .~ p,� �,. • • • • • • • • • • • • • • • • � ° OPERATE, REPAIR, MAINTAIN, MODIFY, RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, 131 ;= gW BLANK1rT.PUBLIC.'.'.'.'. .'.'.'. .'.'. L4- S34'44'48"E 185.58' FROM 11ME TO TIME, POLES GUYS, ANCHORS, WIRES, CABLES, CONDUITS, MANHOLES, TRANSFORMERS, ..A i�, 5: 8,540 S.F. b a. • ` •'•' • •UTHJTY'AND DRAINAGE• • • • • PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH OVERHEAD AND (N 01'00 54 W} �• EA�aM�1�1T � ;, BOG. L5 S55'15'12"W 46.00' UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND " ; � s •� . ZOGgOCd, 05gg,',',',',',','-'-'.'.'•'•','•','. .'.'.'.'.'.'.'•'.'.' SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN „�y y "�� • • THE DASHED OR DOl'CED LINES (OR SIMILAR DESIGNATION} ON THE PLAT AND MARKED EASEMENT", 60.00' HER®..Y.'V►ACAIEQ .'.'.'.'.'.'.'.'. L6 S34'44'48"E 136.00' (S 88'59'O6" W) ; ; ; • ••• • • , ,','• , • , • , •'•'•'•'• • • • •'.',',','•',','•'.'.'.'.'.'.'.'.'.'. . L7 S55'15'12"W 18a.00' `UTILITY EASEMENT', 'PUBLIC UTILITY EASEMENT, 'P.U.E' (OR SIMILAR DESIGNATION), THE PROPERTY N 88'48'47" E • • • • • • • • • • • • • • • • • • • • • • ' • DESIGNATED 1N THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS COMMON ELEMENTS; 31.00' •.'.'.'.'.'.. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L8 S01'11'13"E 18.62' AND THE PROPERTY DESIGNATED ON THE PLAT A5 "COMMON AREA OR AREAS', AND THE PROPERTY 13Z ; ; ; ;'; .';';'; ; ; ; '; ':':':':':':'.'.'.' ':':' ' ':':': :':':'• . - - . . . . . DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHERH LOT WITH 6,703 S.F. URFACE OF EAC •'•'`'•'•'•'• • •'•'•'•'• • • .'.'.'.'.'•'. . . . . . . . . . . . . . . L9 N8848'47"E 20.74` AND COM ONTHE RIGHTS O AREA OR INSTALL R AREIASD TO RSERVE VICE OIMPROV£MENTS NNECTIONS ETHEREON R OR D OR ON ER E SAD ACENT LOTS. AND COURT ; .a3'.'.'.'.'.'.'-'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'-'.'.'.'.'.'.'.'. ...;.....;.,.;.;.; ; ; ; ; . . ; , ; , ; ; ;.;.;.;.;.;. L10 S01'11'13"E 180.00' COMMON AREA OR AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES, ROOTS AND SAPLINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . . • • . AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE REASONABLY 'J • ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • • '.'•••'•'.'•'.'.'.'. 17� L11 S88'48'47"W 16.00' REQUIRED INCIDENT TO THE RIGHT'S HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE SUBDIVIDED — PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHAH NOT BE PLACED OVER GRANTEES' -'EL in . . • • • • • • • • , . . , , . , L12 S01`k1'13"E 60.00' FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR DOTTED LINES (OR SIMILAR 1 3 'n • • . , �t6 . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . DESIGNATION) MARKED 'EASEMENT", 'UTILITY EASEMENT", 'PUBLIC UTILITY EASEMENT", P.U.E"(OR SIMILAR 3 BLANKET PUBLIC -UTILITY L13 S88'48'47"W 120.00' ) 6,309 S.F. • , •', , , , • ,',',',',',','.'.'.'.'.','.' ' DESIGNATION WITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY 3 � QRAIIVAGE EASEtuIENT• L14 S01'11'13"E 41.00' SUCH FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO F :.;.:.;.:.:.:.;.:.;.;.:.;.:.:.;.;.;.;.:.;.:.;.;.:.:`:•R #t:.bOC ; �0ab560:.;.;.;.;.;.;.'.' AS TO INTERFERE WITH THE PROPER OPERATION AND MAINTENANCE THEREOF. u� L15 S88'48'47"W 38.65' . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE TERM 'COMMON ELEMENTS" SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE p; ' .'.'.'.'.'.'.'.'.' ' ' .'.'.'.'.'.'.'. . . . . • • • . • . • • • . •.•.*.•.•.•.•.-.,.,.,.,. ,',•,'.%,.'.'. �� a L16 S01'11'13"E 41.00' "CONDOMINIUM PROPERTY ACT', CHAPTER 765 ILCS 605/2(C), AS AMENDED FROM TIME TO TIME. 0 0 . . . . . . . . . . . . . . . . . . . . . cn • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L17 N88'48'47"E 135.89' THE TERM "COMMON AREA OR AREAS"IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, (S 88'52'47" W) z •.•;•,•;•;•;•;•;•.•.•.•;•.•;•.•;•. ; , ; . ; . ; ; ; • • • • • • • •• THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR A5 AN APPURTENANCE TO S 88'42'28" W L18 S01'17'32"E 219.52' THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGH 21.93' SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS -OUTLOTS, "COMMON ELEMENTS, L19 :.........;.;.;.:.,.....;•;•:•;•:.;•:•;•:• L yy L19 S88'42'28"W 27,22' 'OPEN SPACE", "OPEN AREA-I 'COMMON GROUND", 'PARKING"AND COMMON AREA' THE TERM 'COMMON AREA OR AREAS" AND `COMMON ELEMENTS" INCLUDE REAL PROPERTY SURFACED WITH INTERIOR 135 134 �S L20 S01'17'32"E 68.82' DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, �52 S.F. 13,687 S.F. • , _ , • • . , , • , . • . . . . , , . COURT SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL , RETENTION POND OR MECHANICAL O ; ; :•.• ;,., ,., �� L21 S88'48'47"W 229.20' EQUIPMENT. -1 . . . . . : : : . . L22 N01111'13"W 33.39' RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER, UPON • '164 .'•••'.'.'.•.•••.••'.'.'. . . • . L23 S88'42'37"W 195.90' WRITTEN REQUEST. 6,_ i9 S.F 8. 76 S. . L21 8 :.::.... .;...;.;.;... .,. ... ... 6,608 s.r. 176 3 . .'.'. . .'.'. .'. . . . . . 8, 013 SS. . .'.'.'.'.'.'.'.'.' ' ' ' EASEMENT VACATION DETAIL SCALE, 1"=50' 0201b MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED DATE REVISiON5 DRAWN BY SHEET PROJ.MGR.: JMI GRANDE RESERVE UNIT - 27 02-14-20 ADDED COMED EASEMENT PROVISIONS MGS PROJ.ASSOC.: TJM TM 7 2o� DRAWN BY: MGS UNITED CITY OF YORKVILLE ILLINOIS 02-,1-20 REVISED PER CITY COMMENTS MGS 01-29-20 REVISED PER C1TY COMMENTS MGS 5 i DATE 07-31-19 4 12-19-19 REVISED PER CITY COMMENTS MGS SCALE; VARIES 700 springer Drive. Lombard, IL 60148 ph:630.691.850❑ fx.630.691.8585 manhard.com 10-04-19 REVISED PER CITY COMMENTS 5JP FINAL PLAT OF SUBDIVISION Civil Engineers• Surveyors•Water Resource Engineers•Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MGS GRCYML02 Construction Managers • Environmental Scientists • Landscape Architects • Planners 08-15-19 REVISED PER CITY COMMENTS MGS February 11, 2020 - 11:55 Dwq Name: P:\Grcvvi102\dwa\Surv\Final Drowinas Plat of Subdivision\UNIT 27 CRCYVIL01-PS UNIT 27 03-04.dwe Uedated By: MSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE 80 0 25 60 100 200 OF 11 / \ � �� IN FEET ) UNIT 1 inch = 50 ft. g) RESERVE lr BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, EAsls OF BEARINGS l C NO�� 0 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT �QR�-o°600° / o`�� G C� PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE p SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND ?P 45. PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF BEARINGS ARE BASED UPON THE ILLkNOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE (NAD 83) AS ESTABLISHED BY A REAL-TIME KINEMATIC �� °°- r o�o� -9�LZ THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING THE TRIMBLE / 6 0 � �y� pp°,��0 � 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. vRs NOW NETWORK. os CH=S 71'13'11" E 35.36' po R=25.00' L=39.27' �'`�` CURVE TABLE CURVE TABLE ND r CURVE RADIUS LENGTH CHORD BEARING CHORD CURVE RADIUS LENGTH CHORD BEARING CHORD LEGEN 1JG�moo- C1 14.00' 13.08' S61'56'59"W 12.61' C16 14.00' 21.99' N46'11'13"W 19.80' EXISTING PROPOSE J C2 60.00' 56.04' S61'56'59"W 54.03' C17 60.00' 82.83' N51'38'23"W 76.41' C3 60.00' 56.04' S64'32'02"E 54,03' C18 14,00' 19.33' N51'38'23"W 1`7.83' PROPERTY LINE C4 14.00' 13.08' S64'32'02"E 12.61' C19 14.00' 19.33' N49'15'57"E 17.83' - - LOT LINE '!�! C5 170.00' 44.98' S83'36'27"E 44.85' C20 60.00' 82.83' N49'15'57"E 76.41' - -- - EASEMENT LINE ,DETAIL SETBACK LINE SCALE.- I"=20' C6 14,00' 13.08' N62'03'18"E 12.61' C21 117.00' 57.70' S12'56'28"W 57.12' B.S.L. BUILDING SETBACK LINE C7 60.00' 56.04' N62'03'18"E 54.03' C22 130,00' 65.71' N78'15'39"E i 65.01' S.W.M.E. STORMWATER MANAGEMENT C8 60.00' 56.04' N64'25'43"W 54.03' C23 60.00' 37.50' S05'50'09"E 36.89' EASEMENT C9 14.00' 13.08' N64'25'43"W 12.61' C24 70.00' 65.10' S89'34'31"E 62.78' XXX.XX MEASURED INFORMATION LINE TABLE LINE TABLE C10 230.00' 63.66' N83'15'27"W 63.46' C25 367.00' 5.41 N63'21'29"E 5.41' (XXX.XX) RECORD INFORMATION LINE BEARING LENGTH LINE BEARING LENGTH C11 165.00' 53.26' N81'56'25"W 53.03' C26 14.00' 13.08' S61'30'17"E 12.61' PUBLIC UTILITY AND DRAINAGE L3 S63'46`49"W 25.99' L32 S23'38'18"W 11.17' C12 14.00' 19.33' S49'15'S7"W 17.83' C27 60.00' 56.04' S61'30'17"E 54.03' EASEMENT, & L2 S26'13'11"E 66.00' L33 N42'44'13"E 26.93' C13 60A0' 82.83' S49'15'57"W 76.41` C28 60.00' S6,04' N07'59'19"W 54.03' INGRESS/EGRESS EASEMENT HEREBY GRANTED L3 N63'46'49"E 31.35' L34 S45'19'16"E 26.93' C14 225.00' 73.62' S81'48'47"E 73.29' C29 14.00' 13.08' N07'59'19"W 12.61' L4 S34'44'48"E 185.58' L35 S26'13'21"E 23.03' C15 30.00' 47.12' N46'11'13"W 42.43' C30 25.00' 39.27' N18'46'49"E 35.36' L5 S55'15'12"W 46,00' L36 N2344'37"E 11.17' L6 S34'44'48"E 136.00' L37 S26'07'02"E 11.17' L7 S55'15'12"W 180.00' L38 N23'44'37'E 11.17' L8 S01'II'13"E 18.62' L39 N42'50'32"E 26.93' 237 93 2020000 L9 N88'48'47"E 20.74' L40 S45'12'57"E 26.93' DEBBIE GILLETTE L10 S01'11'13"E 180.00' L41 N26'07'02"W 11.17' RECO RI)ER- KENDAI.I.Cot INI Y_It L11 S88'48`47"W 16.00' L42 N4447'03"E 23.45' RECORDED- t 1/2 3/2020 08:57 ANI L43 N63'52'58"E 11.17' PLAT: 95 00 R14SPS FEE. 10 00 / L12 S01'11'13'E 60.00' / L13 S88'48'47"W 120.00' L44 N50'49'47"W 31.15 i ! L14 S01*11'13"E 41.00' L45 N23'44'37"E 11.17' / L15 S88'48'47"W 38.65' L46 S26'07'02"E 11.17' L16 S01'11'13"E 41.00' L47 N12'51'18"E 12.08' L17 N88'48'47"E 135.89' L48 N37'33'30"E 29.18' i L18 S01*17'32"E 219.52' L49 N88'42'39"E 11.17' L50 S72'11'26"E 23.45' L19 S88'42'28"W 27.22' L20 S01'17'32"E 68.82' L51 N19'4505"E 23.45' L52 S38'51'00"W 11,17' L21 S88'48'47"W 229.20' L22 N01'11'13"W 33.39' L53 N80'11'01"E 11.17' L23 S88'42'37"W 195.90' L54 S80'43'04"E 23,45' L24 S01'17'32"E 62.99' L55 S11'13'27"W 23.45' / J1 �s y l .. L56 N30'19'22"E 11.17' CS) L25 S88'42'28 W 66.00 7► L26 S01'17'32"E 116.00' Oo /\ O o� O'� FORS 6/ �,. .�� L27 S88'42'28"W 253.50' Q �G �C�RE99�� / ` p�p � �5 \ �s °poo<n �O L28 S01*17'32"E 15.00' `-N��oF'E�°°C' / 0 TAP ��/ 'y aQ' p°� L29 S88'42'28"W 120.00` �` !�\G�''�(EO p / RF, -y� \ 3� �C>p °c55 L30 N01'17'32"W 38.50' 1°°F'°\G (jE�°p�0 6° a 600 100 '�, �1 • ,1c30� 6°0° 6% 8,468 S.F. 's G � L31 588'42'28"W 211,11' ,�E °ono°�oF- °° 99 , " U. �9 6,776 S.F. '�s. bp o \ L=20.0a A6' 98 a o 20' B.S.L. �' �� \� �N'v pFo� / �ME ry0 6,776 S.F. `'ti a- 0. �, 6,� R&� �,. Co. 0 `y C30 i \ / 101 8,468 S.F. s Ob. I. . . . . � o- 7 636 S.F. / ��` f'yQ�'. .'.�Q� . . . . . . . . . . �6, S RIGHT-OF-WA S.F. : ; : : .'.cf�.'` ` . � �'� HEREBY DEDI / 05 >. o Z. . . . . . • . . 56•AG. . . . . . ,r / 141,372 S.F. 20 B.S.L. ; PRkVA S1 1=E� . . . . . . . .� o_ ��- / L=20.00' : : . . . . . . u'.'.'.'.'.'..:.:.:.:.;. �* �3•b`6g0 a G o a' / ��., L49 }Z�4 .� "'6�;�� •'• >a�� 86 o_ .�5 ,." \ : . . . .A0, o. .os 7,988 S.F. \ \� ....'.' r.. . . . . . . . . . 85 >> o_� \ ��• •o�•�•:':':':'.'��.. . . . � PEE P .� y1• Z s 9.4.0' od L=26.11' 6,776 S.F. < \ ��. P• . . . . . . . . . L=18.65' od y . .a:. . . . . 0 1 ,goo / �\ 6. 3. / > O_ 20' B.S.L. AcM 4= / M 6 >, N 19*45'05" E \ cad, ,, j . . . . .'\' �o y\ 84 23.45 5 °' oo �'� V. 96 \ `� °tip '1" ' V- -AP 1�k 6,790 S.F. �1d, y'�\ 9,311 S.F. 0, / '�� G?�y13v- 5 �� / sue, a� L=20.81' , �4 \\o°- %\� 102 �O y\ 83 87 to ° C 10,303 S.F. a o 6,471 S.F. .�y10�" E 6,025 S.F. , '0�•O C25 / ay o 1599� L=.13s;4873. o° ,p,9 ssr 4G o• .�cs `�� ',�Q�i °p • F. / . 82 . . ..... . . . . . . . . . . . � �� 1•c� ,�� 9F �1ti f ��°o. / 2 \ 6 446 S.F. ool>` \ F o� b� .' ' ' ' ' ' ' ' '� P °EitJ 6 2 6' ` \ / ti� .o�6 G o 490, : : : : : : : : : : : : :':':':':':':':': : °"� gS�.• O-��?�. -Fv ,��• �~; �G °°, j'•:- :•:•'�'•'•'•, L=5.65' 81 �; j °- .:.:.:.:':':': :'. . . •. . . . . . . . . . :��: vo ��.�� . . . . F. \/ 103 / 7,727 S.F. o. . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .p,? 4 [ O ,�y �h ` :. .'.'.'.'. C 6,868 S.F. + / \ / \ =i.62' �•. ..�o . . . . . . . fl, 11 �� boo �v 'hry'S'� "`�6'. . . . L=7.43�� . . . . .R�,oao T or. . . . . . . . . .�V1 �, 88 +� a ti \ '�. ,� �. . .. . . . . . . I V \6.00�a \ 9 Oa ..�. . . . . .:.1 Q,'.'.'.' 8g•3 ;31" .�.'. . .. . . 9.760 S.F. �' °' �i br �y o h0''\� v'01� °o .j�:. . . . � tPs. . . . . . ..'.'.'.'. . •�' V . . . . . . . . . . , b. . . . :[:q, O jam , esi 104 So . . .�. . . . . . . ��: ' ' 10,842 S.F. \ �•. .'.'.'.'.'.'.'.'.'.'.'.'.''1 i,pg:. . �. . . .\o, . . . . . . . . .lrq .`. . . . . : : . : .. . . G'r �� +xh 111 L=5.65' oi. . . . .:.i�:.• ' . . . . ` ..'�o O° SS' / r� 11 122 S.F. L=7.43' c�• • • • . . . . . �O �'O'?r: O `L4 a : : :� . . . . .. . 0.98' '° .. . . . . :p. . O" `�'F, •�`� �` O'S. ....'.' '� . . . �1• . . s , s 040 ry;w��. . ' !.,o`!'•'•'•'•'•'• ;• • �2 So 91 s5 , s�: _J, . .'.' ! , •` . .'. .'.'.'.'. . .'.'.'.'s'.'•'.j'.'.'.'•'•'•'•'•:•:•:•; r d ;" ~^a . ; . . .,�. . 8 266 S.F. Qap.2'.' .'. . . . . . . .:E:.:. .:. '`Q,Q•, . �` 33 55 '�j v . . . . . . . . . . . 2 F� �, o. . . . . �,�• • W 3 F . . . 3 20' B.S.L. <v'... �.. / �_ . �/ \ Jp5' .RfiO:S�fly'. . \ M" aQ 'U. . .v�;.' I c, e� Ja. ?3 Q' : : : : : :�°q 'pQ' 6 . // f� '.'. . . . . . . =20.00' �^ �`'� o r o �`' / �,� 110 s. 0' +a, . , .:,:.;.:. . . . . . . .. .. . .:.:.:.;. .. . LS�, / 4- rn 79 p$'0p' ! ,n 11 . . . .,�:. .0 ^a? / �p vi a `�'�47,0' oq �0; ^ 6,568 S.F. �O • 7,756 S.F. P. U. I : .'.'.'.� . .. a 92 r A 90 +, oo� L=7.16' s� ?* 20 741 SF.. ; . . . 105 E. �' 10 067 S.F. 0 /6,355 S.F. a / o O cs� ,�� ^ °O.' 1 . s-8,468 S.F. \ o p �1+ o ,^> > \ �, . . .0.47€.. . . . . . . .� S .'.'.'. . . ' c,1.'.'. .' '+' 1 ,moo ' 4V � ,�10 U °• \ �.•.y>, ., / L 3. : : : :':'. .'.'' A �'6\ -N 88'48'47" E- 'F '' .00'•' 0 7.5' B.S.L. ��Vol of 7,373 S.F. ~� 7.316S.F. F� `L°, -r' h CH.-S . ` 6.00 30 00 T N 40.75 o c,• a L F 10 113.26 N �� /p CO Z 3 109 e °. .. 106 10.00' LO N 8B'48'47" E 154.01'- 19•es, 459" `ti "�' /� s 7,550 S.F. �cc� , - o & _7 4p ,w /��.2 '�%�o .o�o / S. ySa '1 6,776 S.F. Apo 78 P.U. I o . =� �O 8.S / o� \ 7 ? n O r° 0 6.360 S.F. D.E. y m _ :.:.:. . . .'.'.:� c �O l S 62\ o r�S4• \ /°' o/ N 68'07'16" W °' '. . . .' n O S / 03 ry e/ V ct V 39.76 2 S.L. s . . . . ..1'. . . . . .o 93 �^� °'l \�3 S?' �4 3 \ 3.62' / �, L 20.00' 107 , z ,47" E- 1h'. . . . . ' . . .'.Z �n 9,173 S.F. ��1: 1 4 Op. 113 �S \ 6,776 S.F. �0 -N 88'48 ^/ 3 106.00' . . . ' 'ai.:.:.:.:.. 20' P.U. & D.E. 3 6,746 S.F. �+ 108 3.'. . vi ` . . . .' HEREBY GRANTED r� 2.15 �y S s? yN 62 "s• 12,508 S.F. .O > c ®c / , g 77 �' Cq ' '.':'. . . .': :': .' '. . . . . . . . z8�• 94 95 1 �M ^ '� ?o ? F, _ �s �w u; /o o 6,360 S.F. m '. . . . 1 U) 9,62-4 S.F. o, n° � / "� E` m �. . . . .:.�.:. . . . . . . . . . . . . . . . �'Zj 8,200 S.F. ^ . ... ..�gd84�• .W• o y -1 ol , ,. 114 1 -N 88'48'47" E- 28.$$".'. . `0 ,c`�b `� nr 8,810 S. in CID l I� 106.00' �II ,'•','•'.'.' '.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.10.1 .'.'.'.'.'.'.'.'. M M N "� 0 117 °' 118 115.26' J L9 0 y 1 : ; : : : ' :.:.:.:.:.......6rJ��4 . S,F:.......;... . . , d oD II o� 0) ai " a• r �'s 8 365 S.F. r 1:�Q .'A�. . . . . . . .4j 57.34 80.41 �� o' Z 6.96 7,001 S.F. 3 88�4Z_E 1 �-- 7.5' B.S.L. 001$ N saa847 E l J aR DE RESERVE MOT 2* aj 76 M '•'•:•:•.•.• :.:.:.:.:. . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . .g '88:48'47.:.w.:10 37:75�:.:.'.'.:.' " 13360.50 3 z l T cn vi yo 0 6,409 S.F. . . . .'.'.'. . .'.'.'.' .'.'.'.'. C='.1S].32'. . . . 'c> a; 73.00 r� rsa 119 ao L=26.11 . . . . . . . :W CE #TER1�IlAN:':L 1N�:'.'. . . . . . . . . . . . - 4 r l l �� N'... S 88.48 47� W - __r__�r r, '� �5.00' a r OLn;n $,468 S.F. o RECORDEIJ . 2006 0 10 2006 LN $8'48`47" E 101.A6 . • • • • • T' .�.-Y- -. '-- . . .:.'2$�is00'.'.'.'.:.:. ?c;,.:.'.'. . . . . . . . . I Q P.U, & 20' B.S.L L=9.50' z I� 20 B.S.L. c l PER DOG 200600040560 55.46'- -1,�'3 PftiV'A1E S1R1 I . . . . . o� D.E Q L=20.00' J t L=26.11' 7.5' B.S.L. p0 4F.00 I j . . . . . . . . . . . . � o w m 1 Z N 8$'48 47 E �Y .'.'.'.'.'.'.'.'.'.'.'. . . 7r-W. . .253:00'. . . . . . M ;,, 11fi �' �a�� " 1oa.00' o l 20 B.S.L., �� •ai .'. . . . .....'.'.'.'. . . . .s.ss• . '. . .00' Y 115 �� .'.N .88*48' . �'. . . T_ Iz L=20.00 14* 60.00' 60.00' fi0.00 73 1� - 7 - .78 025 S.F. °? _`- 2015, . ,.,.,.,. .'a; o �7 402 S.F. . 0.54'.' N 42'50`32" E It- a C? �`'tJ o 3 � i� o o cr 20' B.S.L. I� Q•••.••._...•.•.'. . . . . . ..: : ' .f1. . . : < 23.45 120 c c' ¢ w I Q l - o r r o N o :. � '.'. . �!. . .'.' 0 6,776 S.F. J Z ¢`'� • I I �q� 3 3 n °' r B.S.L. M . . . . . . . . . . ..23;204fib% • • • . . . �w � �� I� ca 75 .j 3 3 1 I _� i+s 'o c I Z a 1____5 15, . . ' .0.533 RG � .. - - '47" E-- (n 8,168 S.F. M c K) o P;. .'. 4 VJ ...'. . . . . . . ,-A N 98'48 L ZZ N` 74 73 � a 72 71 .- 7,368 0 S. Z u. ' s•8s�da' �. �. . ►� a � cal ¢ r o m=- Q 6 476 S.F. r 6 060 S.F. i c 6,060 S.F. oz 15,00' 57.30 3, , , , ,',',',',','- 106.00 cit)C M 'n in o >' p 6,060 S.F. o P.U. & 73.00 " �g': .'.'A :. . _ . . . . . . . . . . 10 uz r I 0:30'. . .:.Cr M z a� r` o c z ! z D.E. :11 8fl4�,4.7. .�.:.;.'I . . . . . . . . . . . . 1. . . . . d- a z¢® z z z L=19.73' r•� : : : ! ,. . . . . a . .'.'.'.'.•.'. . 121 I ` l 1 .08: . . . . . . . . . . . .Cou : : rZ/ - i 20' B.S.L. L 25s 5 . . T''' 6,700 S.F. 88'4e47�E 372.27 J 7, �. '? J .'.'.'.'.'.'.'.'.' S 4T35'03" E L 72.2 0 . . . . . . . . .'� '88'48�F7� E.' . . QRIV�T�'ST Rf ET . . . . 27.00 60.00' fi0.00 60.00 M . . .'. . . .:.'d' .'. . . . . . . . . . . . . . . . . 60.00` 60.00 102 °J �'. . . . . I . . . . . . . . . . 0' 60.00 d '.L=9S:0.7. . . . . . . . . . . . . . . . . . . .'.�'. . . . .� . . . . . . . . . . . . N 88'48'47" E 103.40' �°�® o 0 90.00' fi0.00 60.0 rn ' 0 -1 i- +� a I, car S'.as•4�' z". �t . .' 6r .'.'.'. ...... ' �, ---�7.00'- L11 (n M 0 M.j �M, 7fi.68' 60.00, 60.00' --1 30.00�, L=22.48' 7.5' B.S.L. n M ai°i I 3 f •3 f ,Nj$ o j�rn� `�' g w I� } I L=26 S 00' 20' B.S.L.122 C71 I S 88'48'47" W 69 -� u o3 o o I w 7.5 B.S.tz,584 S.F. b J 3 "' Q fib l 136F 7 .00' ss c fi7 r o :- o 7.5' B.S.L. -Z 6,060 S.F. 7 c 6,060 S.F. �= 5 s,608 S.F. $$ c o "' 123 15• , "� 124 12.a0' 5 B.S.L. 6,109 S.F. r 0 - r o �, o - G 1 0 �' °° M;� 126 In ' 125 c 6 109 S.F. Isla m ,,� U r fi 060 S.F. t 3 c 65 m °3 r z o z `} roA 4 r_ 6 060 S.F. o r o z Lj 1 o D.E �r 9,354 S.F. a o Qr c rp 8,541 S.F. ;n i I I °" s� 3 I i} r O to N HEREBY CRANE. Ll so 0 20' B.S.L. r II �- � `` 3,p In 4 .- �- ZED nI L=20.00' z ft310 6.11' l.� J ~ -°' 33 I 1 I J 7.5' B.S.L. 60.00 L=736 ' -°0' . ' , " o N 88'48'47" E--� .00 60.00 2 88'48 47 E 1 b �> . . . . . . . . . . . . . . . .'.�••$$:4:gt4.'�"'E•'• '750.b0'. . . . . . .. . . . .. . . .I✓'I4_•- •••.'. . . ,� .a°� � 60.00• z o -105.58 �'�[ ..'.'. . . . . . . . . . . . . . . . . . . . co a 60.00 60.00 . . . . . . . ..'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �/ 106.4s MATCHLINE - SEE SHEET 04 ®2015 MANHARD CONSULTING• LTD. AB. RIGHTS RESERVED - - OATS REVISIONS DRAWN SHEET pROJ.MGR.: JMI GRANDE RESERVE UNIT •• 27 SLO aRor.Assoc.: TJM TM 02-11-20 REVISED PER CITY COMMENTS MGS OF 3 5DRAWN BY. MGS UNITED CITY OF YORKVILLE, ILLINOIS - I a.l i . a1-29-20 REVISED PER CITY COMMENTS MGS 4 12-19-19 REVISED PER CITY COMMENTS MG5 DATE: 07-31-19 10-04-19 REVISED PER CITY COMMENTS Sip SCALE: 1"=50' 700 Springer Drive, Lombard, IL 601413 ph:630.691.8500 fx:6S0.691.8585 manhard.anm 09-03-19 REVISED PER CITY COMMENTS MGS FINAL PLAT OF SUBDIVISION Civil Engineers -Surveyors-Water Resource Engineers•Water&Wastewater Engineers 08-15-19 REVISED PER CITY COMMENTS TMGS GRCYVIL02 Construction Managers - Environmental Scientists - Landscape Architects - Planners Februery 11, 2020 - 11.55 Dwq Name: P: Grcvvi102\dw \Surv\Final Drcwings\Plat of Subdivision\UNIT 27 GRCYML01-PS UNIT 27 03-04.dwq Updated By. IVSchmitt FINAL PLAT OF SUBDIVISION GRAPHIC SCALE OF 60 0 25 60'. 100 200 LINE TABLE LINE TABLE GRANDE air { ) RESERVE UNIT 27 IN FEET i LINE BEARING LENGTH LINE BEARING LENGTH N 50 ft. BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, 1 inch = j Li S63.46'49"W 25.99' L32 s23'38'18"W 11A7' TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT L2 S26'13'11"E 66.00' L33 N42'44'13"E 26.93' PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE BASIS J►�r O Zr BEARINGS rllrnr SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND S S] l' 1Z111/V' L3 N63.46'49"E 31.35' L34 s45'19'16"E 26.93' PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF L4 S34'44'48"E 185.58' L35 S26'13'21"E 23.03' THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, BEARINGS ARE BASED UPON THE ILLINOIS STATE PLANE COORDINATE 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. SYSTEM, EAST ZONE (NAD 83), AS ESTABLISHED BY A REAL-TIME L5 S55'15'12"W 46.00' L36 N23'44'37"E 11.17' KINEMATIC (RTK) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) UTILIZING I L6 53444'48"E 136.00' L37 S26'07' THE TRIMBLE VRS NOW NETWORK.02"E 11.17' LEGEND S55'15'12"W 180.00' L38 N23'44'37"E 11.1T L8 S01'11'13"E 18.62' L39 N42'50'32"E 26.93' L9 N88'48'47"E 20.74' L40 545'12'57"E 26.93' EXISTING PROPOSED CURVE TABLE CURVE TABLE L10 S01-11'13"E 180,00' L41 N26'07'02"W 11.17' PROPERTY LINE CURVE RADIUS .LENGTH CHORD BEARING CHORD CURVE RADIUS LENGTH CHORD BEARING CHORD u1 ss84s'47"w 16.00' L42 N444703E 23.45. ' " ' - LOT LINE C1 14.00' 13.08' S61'56'59'W 12.61` C16 14.00' 21.99' N46'11'13"W 19.80' . - - -L43 N63'52'58"E 11.17' EASEMENT LINE C2 60.00' 56.04' S61'56'59"W 54.03' C17 60.00' 82.83' N51'38'23"W 76.41' L12 S01'11'13"E 60,00'L13 S88'4$'47"W 120.00' L44 N50'49'47"W 31.15 SETBACK LINE C3 60.00' 56.04' S64'32'02"E 54.03' C18 14.00' 19,33' N51'38'23"W 17.83' H.S.L. BUILDING SETBACK LINE C4 14.D0' ' '32' " L14 S01'11'13"E 41.00' L45 N23'4 i3.OS S64 02E 12.61'4'37"E 11.17' C19 14,00' 19.33' N49'15'57"E 17.83' S.W.M.E. STORMWATER MANAGEMENT C5 170 00' 44.ss' ss3'36'27"E 44.85'L15 S88'48'47"W 38,65' L46 S26'07'02"E 11.17' EASEMENT C20 60.00' 82.83' N49.15'57"E 76.41' L47 N12'51'18"E 12.08` MEASURED INFORMATION C6 14.00' 13.08' N62'03'18"E 12.61' C21 117.00' 57.70' S12'56'28"W 57.12' L16 SO]'11'13"E 41.00 XXX.XX L17 N88'48'47"E 135.89' L48 N37'33'30"E 29.18' XXX•XX RECORD INFORMATION C7 60.00' 56.04' N62'03'18"E 54.03' C22 130.00' 65.71 N78'15'39"E 65.01' L1$ S01'17'32"E 219.52' L49 N88.42'39"E 11.17' C8 60,00' 56.04' N64.25'43"W 54.03' C23 60.00, 37.50' S05'50'09"E 36.89' ;;,,.•.•.;,,.. PUBLIC UTILITY AND DRAINAGE L19 S88'42'28"W 27.22' L50 S72"11'26"E 23.45' `,'....`.'.'..:.'•.'.`, EASEMENT, & C9 14.00' 13.08' N64'25'43"W 12.61' C24 70,00' 65.10' S89'34'31"E 62.78' L20 501'17'32"E 68.82' L51 N19'45'05"E 23.45' INGRESS/EGRESS EASEMENT C10 230.00' 63.66' N83'15'27"W 63.46' HEREBY GRANTED C25 367.00' 5.41' N63'21'29"E 5.41' L21 S88'48'47"W 229.20' L52 S38.51'00"W 11.17' C11 165.00' 53.26' N81'56'25"W 53.03' C26 14.00' 13.08' S61'3O'17"E 1 2.61' L22 N01'11'13"W 33.39' L53 N80'11'01"E 11.17' C12 14.00' 19.33' S49'15'57"W 17.83' C27 60.00' 56,04' S61'30'17"E 54.03' L23 588'42'37"W 195.90' L54 S80'43'04"E 23.45' C13 60.00' 82.83' S49'15'57"W 76.41' C28 60.00' 56.04' N07'59'19"W 54.03' L24 S01'17'32"E 62.99' L55 S11'13'27"W 23.45' IIII II C14 225.00' 73.62' S81.48'47"E 73,29' C29 14.00' 13.08' N07'59'19"W 12.61' L25 S8842'28"W 66.00' L56 N30.19'22"E 11.17' fill� I IIII I I� C15 30.00' 47.12' N46'11'13"W 42.43' C30 25.00' 39.27' N18-46-49"E 35.36' L26 S01*17'32"E 116.00' ct 202000023793 L27 S88'42'28"W 253.50' DEBBIE GILLETTE L28 S01'17'32'E 15.00' ItECO 1RI)FR-KI?N[)ALL COt INTY. IL RECORDED: 11/23/2020 08 57 AN L29 S88'42'28"W 120.00' PLAT: 95 00 RHSPS FEE: I0.00 L30 N01'17'32"W 38.50' L31 S88'42'28"W 211.11' MATCHLINE - SEE SHEET 03 I ` �k 1007 � La ( k $ i j p• ��'j �i1w?z �� x �,� �.; :�i� .g5��i� �� 7- z 2L-=20.00' �`�� $4g !'.'.'.'. . . . . . . . . . . . S.$$,4$'' 7" W 253:00 Mop r i�vi N 88'48'47" E .- z w `14' 60.D0' 60.00' 60.00, 73.00 I ' 1rJ �� 116 �sr A9. .'.N'.88'48�4y".'�'.'. . 108.00' O Ld I 3 ;,� 3 0 l-8,025 S.F. o t-�7,402 S.F. , Za. . .'.'.'.'.' N 42 50'32" E Z Q w w I o ai w oo � _ �! �' o w o 20' B.S.L. a 4.:.:.:.:.:.:.:.'.'.'.'.'.'.. . . . . . .7 . . . . C 23.45 120 UJ Lir) LL: 0 �� 75 3 l 3 `:-' d 3 3 3 I a:� N � - a � � a ri � N Q : : : : . : : : : . . . � 6,776 S.F. l _ 8168 S.F. I I ` �` 7.5 B.S.L. "� 23.204•S.F: o¢� I z i' , U!" ° M �'1 C? G - 1 z o I ! I I '• 7/ Go �¢ r sm m a 74 � 0 73 0 72 0 71 0 70 Co o z LL �J L� ►fir 15.�7.'.',', , :0:533 •AC �I .� M N ua 0 6 476 S.F. r r 7 368 O 0 0� N� in i o i- a 6,060 S.F. r o 6,060 S.F. i c 6,060 S.F. i= o_ S.F.� z 15.00' U' S.88'48'47"'.W'� .'. . . . . . . . . I. _ 'P.'. ? -N 88'48 47 E- n z o n n o o f i o o ` P.U. & 73.D0' 57.30 �9. . . . .&.'.'. . . . , . . o p. 3.'.:.:.:.:.:.:.:.'.:g 106.00' ¢z® z l Z z Z z D.E. '.'.'X .88�4.8'.4.7.".'E.'.'.K3Q:,30.'.'.'.'.'.'.'.'. c:t'.'�r . . ``--��•+�rr�+.'z'0:.54 _ . . . . . . . . . . o I �< 20' B.S.L. l `` `` L=19.73' 1 : . . . . . . . . . . . . . . . . . : : : . I. . . . . . .'�iLJR PS.'.:.:.:.:.':o I`' . . . . . . . . cr$ 121 ¢J L LN 88*48'47" E 372.2T L _J L . . . . . . . . . . . . . . _ _'256<'9.2.'.'.'.' tiO�RT . . _.. . _ . _ . � 6 70D S.F. �'� so.Da` 72 27' a. . . . . . . . . � " fi0.00' 60.0ON 60.0a 60.00 rq ih o N.'88'48 4 :' E PE�IV,aT� •S KEET '. .' S 4T35 03 E �C: 60.00' 60.00' 102.27 o co " . . . . . . . . 1. . . . . . . . . . . . . . . . . . .'.,4_` '. . . . . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . 27.00 s0.0o V) a ter F F . '� 11 w � '•' S'88'48' 7.'.'y11'. 6,6$'. . . . . . . . ;. . . N 88'48 47 �E 103.0D'- k °n 0) I 3 o N$ o jrn rn W 76.68' 60.00, 60.00' 30.a0 �' 7.00 S 88'48'47" w 3 l -� F L �� L=22.48' 7.5' B.S.L. i� ►� -� _j o�° a I o I�i I I L=26 8100, 20' B.S.L. vi 3 to Q o rr �3 - 122 _ ,5' B. 66 0 67 :- 0 68 0 69 a u _r -1 f o 0 0 1 1 H 1 m 7.5' B.S.L. � +"� 6,109 S.F. i- c 6,060 S.F. 6,060 S.F. i o 9.608 rS.F. rz l I w ,ri � � ; � ,�� 7.5' B.S.�,584 S.F. ui io 2- o 0 o I Q p S CO' $$ !!� o i� o M o r °' o Iri 65 � z z � z 0 Li U. ►�:� -� 126 � 125 0 124 0 123 12.00 .5' B.S.L. I 8,541 S.F. � c I 1 .0 L'I l L p �•E, Y u`� o i 6 06D S.F. a= 6,060 S.F. 6,109 S.F.1n kcs I 9,354 S.F. . o o to 0 20' S.S.L. z o i o O 7.5 B.S.L. L=20.00' L-26.11' LLT� 0� �� 3 o �� 20' P.U. & D.E. L13 _ 33 QO' !f N HEREBY GRANTED o N 88 48 47 Er 30.00' 60.00' 60.0 L�73.62' 3, qt OD, o ^105.58' -- . . . . . . . . . . . . . . . . N 8$'48'4�' E• • 10.40'. . . . . .'.'.' C?'!4`.: . . . , '- N 81�48'47" E 18D.0� J OD F ':.:':.:. . .:.:.:.: :.:.:.:.: :.: ' ' ' ' • ' .:':' ' ' ' ' ' :':' :':':': �l °` " sa.oD' so.oa' 60.00' z . . . . . . S 88'48 47 W 106.46 , o c� `'. . . . : : : : : .' . . . . . . . .:5:$$'48+47 W R=19�Oa •Lw66,19:'.'.'.'.'.'.. � � 21.35 60.00' 60.00' L15 i, o I 64 ,w� OG. . . . . . .'.:.' _ �. . . o o: 67.82 38.65 h 7,043 S.F. , �Y4 : : : .0'.'.' 150.�4"• • 1.t�::812.:11M :' ' ' ' '�5 N302 I a 3.50 c0 . . . . . . . . . .� . .:SOUL .'.0 . . . . . . . . . ' ' W ►� l� 1 20' P.U. & D.E. --N 88.48'47" E- 3'�' �; . S 88.. .. . . W 4`[1.'.'.'.'.'.'.' 4r o I l �`' 8.00' °' HEREBY GRANTED Li cn .00' In o. .'.'.'.'.'.'.'.'.'. t` 41.34' �n `V 1 l I iij o 130 z 106 ro' ' : : . : : : t� ': : 1 } Q •'• •'•'• .'.'.'.'.'.'.'.' �r /^ l o Y M 7.5 B.S.L. J1 . E { G ts.r . . . 23,479•.S:F.:.:.:.:.:.:.:.:.:.:.' 20' 129 _ 0 61D9 S.F. 12.D0' ' r7 '- Ui 0 63 kCy:. . . . . .ol.. . . . . . . . . . . . . . . . . . . . . . . ^� B.S.L. _ u� 7,723 85.F. 0i i 6,568 S.F. N i 131 m a <c.1 u� � , l. . . . . . 2 ;� w 127 � ro I 7.5 B.S.L.8,54D S.F. w O 7,043 S.F. o �S�j. . . . . . . . . . . .FRLVATE.�TjE7,', m rn' I r 11,423 S.F. r o 0 20' B.S.L. ` 2D' P.U. & D.E. :.�� m' h I l 1 ci L HEREBY GRANTID ��y� ). . ' 3fi:f10'.'.'. . . . . . . / � N I 6.0 ' L____ L=22.48 7.5' B.S-L. ' " 2 l /' 30.00' L=26. , ra -�l 88`48 47 E- o •'8J �3S 47"'.IN.. . . . . N 88'48'47" E 105.58' N 43'38 28 W DA 11 D 30.00' 1-% 20.00 1 L=7.43' r.�6' 1y1.'88'48'97"'.E'.'.'.'. . ." 103.00'- �,w 64.08' 41.50' _ k 59 �/ . . . . . . . . . . . . . . . 0 n L�6.1] 1 L J L� v �. . .'. . . . . .'36.D0'.'. . . . . . . . . . . . o 6.00 1 -j 14,030 S.F. L=5.65' N 4s'12 37 E FOUND 1" PINCH TOP l a I I I o0 54.50' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? �\ 27.00' 132 0 IRON PIPE AT CORNER ` I 3 I 3 fifi.29' 00 . . o OUND 3/4" IRON PIPE m ail 20' B.S.L. 3 l 3 '' Q'.'.'.'.' ts1 }0.00' 6,703 S.F. AT CORNER 246.98' n I>0. L=20.00' viA i ` i 3 CS .1. . . .�.. . . E6:313 S:F.' . . . . . . . . . . . . . . . . . . . . �'� 61 o°iD 60 M OD. I . . . .$8 48. 7. E . . . . . . . . w a E o rn u] b.'.' ' . . . . . . . . . . . P.U..D.E. 2D' P.U. & D.E. �� _ I. ••0.60.4••AC•�• c'a? � N 88 0s 08 l 62 0 6 363 S.F. i= Za.ss. :.•. �H= 81:3D'09!' E :67` Ia ' D.E. J HEREBY GRANTED 7,461 S.F. in� 6,105 S.F. r o c o 218.29•. -. . . . .f LLtSI Y.'.CO1lR . . . . . . . . . . R -N 88*48'47" E- 246.98 as R='200.00' i... . . .9 ' . ._ �. . 0 o m r- N 88'42'28" E 125.00' z I z I o o :;:: . . . . . . . ' ' ' ' ' ' : : : N '88'48 47;' ,;.'.'.'.'.'.'.'.'.PIL1/AlE'STREET. • . . . . �. . '. .'. . . . g 1a6.11' 20' P:U.�& D. _ 50 62.50' 20' B.S.L. z I ` 20' B.S.L. !; - N . . . . . .=3. . . . • • . .:.:.:.:.:.:.:.:.:.:.:. . . . . .. . . . . . . . . . . . .ir� . . : : : : : . : : : . : : : . : : :':':':':':':'. . . \ a HEREBY GRANTED d- �� ` . . . . . . . . . . �. .. Io. . 133 0 " PIPE 5.00' 15.00' i N 8$'42'28 257.05' � L_ rn r�w C'!b . r.'88'48'4�'".W'•'•'120:.79. . \��o.'. .'. y I r~ FOUND 3/4 IRON u� - .'.'. . . . . . . . . . . I . . . . . . . . . . . . . . . l 0.10' E OF LINE T710.00' 60.00' 60.DD' 65.32' �';;, L-6.3.6fi' . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . 6,309 S.F. 71.73' 3 u o 60.00' S7.37' . � 10.OD' 0I 60.00' 60.00' 60.00' 77.05' a �, o-Qa, 3 3.43' ' L=5.65' 36�A0•'•'•'•'•_•'•"•'•'- STORYBROOK S-88'42'28" w o `l _ ao o n u'i - �� '8. . . . . . . . . . --N 88 48'47" E N `n 1 M o o s ' us L-7.43 S 88'4$'47' .w. <tr� �Il0.2fi-- DRIVE -, �,_oo'- --3 53 ^I 3 °� O M X z 0 w o co �� 30.00' " 7.5' S.S.L. 7.5 B.S.L iv _I 6.624 S.F. I a l 54 M Q M rr 1�1 ;n Q I I r.i I 5 50�1 02 E _j r� a o ,;� r ! I 58 d II o 0 6.00' L-26.11' { us o Ui 52 j. n N 7,133 S.F.n I N i i 7,775 S.F. 11°` �, 139 W 138 ` 137 zo 7B.7S.L. m m '� b I I I 55 !'� 56 a 0 57 0 ') It 7 803 S.F. l ;,� 6 310 S.F. I M 6,6a2 S.F. o 8,278 S.F. 1n 0 a 11i o n L6 r` rsi 1 1 3 _ 27.22' 'tpy m o - 8.5�L. r �'Q I l z 6,298 S.F. r 6,300 S.F. o 6,300 S.F. 0 ro -�` 3 P01fl& �+-P 0.0 8c r LL L 2 134 L19 FOUND 1/2" 7.5' B.S.L. L=20.00 � � 0� o o i � 1 ` U." < o . (n 1- . D.E. D.E. Q r 136 135 � �°' l IRON PIPE 88 42 28 Er c� �26.11 27.50 cn I 13,687 S.F. rn Mi I r 7 012 S.F. ao in � I I I ! o � ` M I i� L � L..� � i- 6,552 S.F. ri ON LINE --105.58' --� �. .'.'.'.N' $'42'. $".'E'.'.'.' ��I LL=7.43- J L 1� oL CL 0J �J `° 1- 'a o _j $.a0:.:':':':':':'.'.'.':':'.'. L 5.65' `0 0 0`°0 73.04' 60.00' 62.86' Z i c°0o 04 k- c pd'.'.'.'.'.'.'.'.'.'• S4.50' 60.00' 60.00 73.50' z LG3 I 20' B.S-L. tV I 7.D431S.F. /� p: . . . . . . . . . . .KEL�OGG.'.'.'.'.'.'.'.'C �. . . . . . . . . . . . N .$ ' ". �. . . . . . . '. . „I I '4 4 28 E 248:QO uj� .`na to 20' P.U. & D.E. > ? . .•:.:.:.:.:.. . . to So. . _ N �N 88 _ 47 E 229.E C01FT. . [V E� a HAY GRANTED_J . .0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Imo'.''. . . .'.'.'. . . .'.' . . . . . . . . . . . . I00. 111. . . .o t ``� ef- J 60.00' 60.00' 109.20' a. I 1�r- ¢w 3.'I�... .1008:... ........... . . . . . . . . . . . . . . . . . . Q. . . . . . . . . . . . 'S.'$ :42'2sN'.1N.. . . . . . . . . . . . . . . _. . . . - N 1 W �- w w N 88'42 28 E 65Z'�.f: . . . . . . . . . . . . > . . . . . . . . ri o J y L2 14 M vj z Z 106.00 0-704 -AC�/. .PRIVATE;SIREE�.: . . . . . . . . . . . . 10.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iQ. . . . . . . . . . � z � Z n w�� r p.. .'.'.'.'. q��'.'. . . . .'.•.'.'.'.'.'. . .'.'.. . . .. . ...' . . . . �� . . . . . . .'. . . . .'. . . .'S'88'42'28.".W... ..24$.QQt . . . . . a'.'.'.'. . .'.'.'.' 'V f 4 1 Qo "kon o 50 \ d''.:.:.:. `0. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:':,:,:': : ..0 4.50' 60.00' 60.00' 73.50' 5 -36 c,F jo� a z N N Q 7.043 S.F. r:. . . . . . . > . . . . . . . . . . . . . . . . 5 ,7 ¢8 tc =5 65 w o w _ >,y ":. .:.'.' " L=7.43' o I- �/ S $$42.28 f_m 3 o a I V Q N 88'42 28 E 3 S.F. z ��' ^� -2611' 30.00' / ao l I a 1 0 a: -•105.58- s.oa' 0) l M a l C4 p C4 Q Z a L) 7.5' B.S.L. _ _ 44 '- � 0 43 I o v 162 O o m 20' B.s.L. m 46 4.5 *6 I cal 1- In M 49 I 47 R 6,960 S.F. 6 960 S.F. r 8,526 S.F. J POTTER = s ` y a �' m _ 6,5fi8 S.F. 3 r 6,958 S.F. o o f ' o o I � l °� 8,541 S.F. en 0 z ? 1 z Q I �, _ I I �.� COURT w 7.5' B.S.L. 6,1098S.F. o o 20, GRANT® 75.11 36.00' rn c �_n I - z L l Z L31 0 I z 10.00 1 D.Oo' -1 L L O FOUNID 1/2" IRON PIPE I'7 ` r 73.50' 0.26' E OF LINE J L___ s0.o0' 60.00' fi0.o0' m o 0 l Of 60.00' 60.00' J W Uj LjAr OUND 1/0 IRON PIPE ON LINE -v ^ 6 .;U a,,96;" S. ,ei F. r�.:_ F Lij 160 /413 I t t 12.246 S.F 8 541 =r �' � 3 Maly 26 RECORDED _-_ -_-_'_w_�-_- _-_.,,,__ PER DOC. _ 15 SUTHERLAND COURT _ 14C ,'41 s.r-. S F' ®2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED SHEET PROd.MGH.: JMI G RAN D E RESERVE UNIT - 27 DATA REVISIONS PRAWN BY PRa.l.assoc: TJM OF DRAWN BY: MGS UNITED CITY OF YORKVILLE ILLINOIS 1•µ 02-11-20 REVISED PER CITY COMMENTS MGS DATE: 07-31-19 �«,'". ; ..�, 01-29-20 REVISED PER CITY COMMENTS MGS 5 SCALE. ]"-50' N ,<. 4 12-]9-19 REVISED PER CITY COMMENTS MGS FINAL PLAT OF SUBDIVISION 700 Springer Drive. Lombard, IL 60148 ph:630.891.8500 fx:B30.eel.8585 manhard.com 10-04-19 REVISED PER CITY COMMENTS Sip GRCYML02 Civil Engineers"Surveyors•Water Resource Engineers•Water&Wastewater Engineers 09-03-19 REVISED PER CITY COMMENTS MGS Construction Managers " Environmental Scientists • Landscape Architects • Planners 08-15-19 IREVISED PER CITY COMMENTS MGS i February 11, 2020 — 09:19 Dwo Name: P:\Crcvvil02\dwa\Sure\Final Drawings\Plat of Subdivision\UNIT 27\GRCYVIL01—PS UNIT 27 03-04.dw Undated Bv: MSchmitt FINAL PLAT OF SUBDIVISION OF OWNER'S CONSENT UNIT 27 GRANDE RESERVE THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE PROPERTY DESCRIBED ON ' THE ATTACHED PLAT AND HAS (HAVE) CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED AND BEING A SUBDIVISION OF PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, PLATTED AS SHOWN BY THE PLAT FOR THE USES AND PURPOSES AS INDICATED THEREON,AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT THEREON INDICATED. PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11, AND THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, ANY ELECTRIC, GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER 2006 AS DOCUMENT 200600040560, CITY OF YORKVILLE, IN KENDALL COUNTY, ILLINOIS. FRANCHISE AGREEMENT WITH THE UNITED CITY OF YORKMI I E, THEIR SUCCESSORS AND ASSIGNS, THE EASEMENT PROVISIONS WHICH ARE STATED HEREON. THE UNDERSIGNED FURTHER CERTIFIES THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES STORMWATER MANAGEMENT EASEMENT PROVISIONS WITHIN THE BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115 AND COMMUNITY COLLEGE DISTRICT 516. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO w ITS SUCCESSORS AND ASSIGNS OVER ALL OF THE AREAS MARKED "STORMWATER MANAGEMENT �J EASEMENT" ON THE PLAT, FOR THE PERPETUAL RIGHT, PRIVILEGE AND AUTHORITY TO SURVEY, DATED THIS -f? - DAY OF 2020• CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH VACATION F PUBLIC UTILITY AND DRAINAGE EASEMENT APPROVED BASINS, SANITARY SEWERS, WATERMAINS, ELECTRIC AND COMMUNICATION CABLES, CONNECTIONS, AND ACCEPTED: GRANDE RESERVE (CHICAGO) ASU VI, L.L.LP. A DELAWARE LIMITED LIABILITY LIMITED DITCHES, SWALES, AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY PARTNERSHIP BY SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH AUTHORITIES ON SIGNING THIS DOCUMENT HEREBY RELEASE AND CONSENT TO THE THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF RELEASE, VACATION AND ABROGATION OF THE PUBLIC UTILITY AND DRAINAGE BY.- AVANTI PROPERTIES GROUP II, L.L.L.P., A DELAWARE LIMITED LIABILITY LIMITED THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TREES, EASEMENT GRA TED PER DOC. 20060 040560 AS SHOWN HEREON: PARTNERSHIP, ITS SOLE GENERAL PARTNER SHRUBS, OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF THE L BY: AVANTI MANAGEMENT CORPORATION, A FLORIDA CORPORATION, ITS SOLE GENERAL SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT, NO ACCEPTED' �-� � �- C) PARTNER CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT �+ DATE: AREA SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME At & T , MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES � BY: OR RIGHTS. �A Cl1 LQ A) �`0905T— � dA 6.,� THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER PRINTED NAME AND TITLE Wf Oil/ �nw kq fktfr MANAGEMENT AREA AND APPURTENANCES. THE CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. /2-3/7-OZO PRINTED NAME AND TITLE ACCEPTED: � " -"- - r --. DATE: COMMONWEALTH EDISON COMPANY PUBLIC UTILITY & DRAINAGE EASEMENT PROVISIONS OWNER'S ADDRESS AVANTI MANAGEMENT CORPORATION A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO AT&T, NICOR, ' ��Q PRINTED NAME AND TITLE COMMONWEALTH EDISON, FRANCHISE CABLE COMPANY, OTHER PUBLIC UTILITIES, AND HOLDERS OF � r� 923 NORTH PENNSYLVANIA AVENUE EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, ILLINOIS. AND THEIR RESPECTIVE r��2 �O�j4 WINTER PARK, FLORIDA 32789 SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS PUBLIC UTILITY & DRAINAGE ACCEPTED. ;�THERIN4 DATE: L EASEMENT" (P.U. & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, ILLINOIS GAS C PA Y INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE "PUBLIC UTILITY & DRAINAGE EASEMENT", INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVISION LINES, AND ALL ��EA/NIS IL• W/�GE�`f' ,(,/ I� �i(/� NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR PRINTED NAME AND TITLE NOTARY PUBLIC THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND STATE OF � �'" } TOGETHEREACH LOT I SERVE RIGHT T IMPROVEMENTSINSTALL REQ IRED SERVICE CONNECTIONS UNDER THE SURFACE OF N. ACCEPTED: �'"� DATE I~IO_aLQ 5SMENT IS COMCAST Cf�LE COMPANY COUNTY OF _�ieJ�N� ) YORKVILLE. IWN SLUSIVE E TOE CONSTRUCT,SINSTALL, RECONSTRUCT, REPAIR, REMOVE, AND INSPECT Cl //�� / FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, SANITARY SEWERS E II11 RN& -IQ L1 1116W ER _ aWC�t' e qA l _ NOTARY PUBLIC IN AND FOR THE STATE AND ELECTRICITY, WITHIN THE AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY & DRAINAGE PRINTED NA E D TITLE I, ram _ .� - EASEMENT`. TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT AND COUNTY AFORESAID, HEREBY CERTIFY THAT MTrViVl SAd_nS1r_^ _ NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. 1[ 1t04w ACCEPTED: DATE: PERSONALLY KNOW TO M£ TO BE THE SAME PERSON WHOSE NAME IS SUBSCRIBED TO THE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN UNITED CITY 0 YORRVILLE FOREGOING INSTRUMENT, APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE 3-0hYl R AfCf.11- O f- OF THE ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES THEREIN SET FORTH AS THEIR FREE AND VOLUNTARY ACT. EASEMENT" WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, PRINTED NAME AND TITLE REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS 2020• DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT, BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT n UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. lU�'p THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR PERMISSION TO RECORD NOTARY PUBLIC THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR iv- V Yr, oggy+, WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID STATE OF ILLINOIS ) 411�1 ge!� 7�01 EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO )SS �%K GG INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND COUNTY OF DUPAGE } FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. MORTGAGEE CONSENT NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. THE UNDERSIGNED, AS MORTGAGEE, UNDER THE PROVISIONS OF A CERTAIN MORTGAGE 1, TIMOTHY J. MURPHY, AN ILLINOIS PROFESSIONAL LAND SURVEYOR, HEREBY GRANT PERMISSION TO A RECORDED APRIL 10, 2013 IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, AS FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF REPRESENTATIVE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS THE AUTHORITY TO RECORD THIS DOCUMENT NUMBER 201300007570 AND THE FIRST AMENDMENT TO MORTGAGE RECORDED ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO PLAT ON OR BEFORE DECEMBER 31, 2020. THE REPRESENTATIVE SHALL OCTOBER 5, 2015 AS DOCUMENT NUMBER 201500015992, HEREBY CONSENTS TO THE SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, REPAIR OR REPLACEMENT PROVIDE THIS SURVEYOR WITH A RECORDED COPY OF THIS PLAT. SUBDIVISION STATED HEREIN. OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH DATED THIS 11TH DAY OF FEBRUARY, A.D. 2020. � J. CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE \` (/ <�` L SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A ��• '"4w,,w4 DATED: n4-a 6,r I A.D., 2020. GENERALLY CLEAN AND WORKMANLIKE CONDITION. ' ~•'' ILLINOIS 4'�'� ILLINOIS PRoFvqsjbNUt LAND SURVEY0922D 035-002870 LICENSE EXPIRES NOVEMBER 30, 2020 = =PROFESSIONAL` ,�J LAND _ ! BY y INGRESS/EGRESS EASEMENT PR IONS _ - SURVEYOR _ `=v NO. 2870 A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS (I.E.E.) IS HEREBY GRANTED AND RESERVED f ` !+ FOR ALL PRESENT AND FUTURE OWNERS OF LOTS 43 THROUGH 139 TOGETHER WITH THEJoaIR GUESTS, �:,10 w'""'•,...,,,,,,,,.„""'` O\�,.�` PRINTED ICE AND f Vi!! pC�Se� MORTGAGEE'S NAME AND ADDRESS DEDICATED STREETSUCCESSORS AND , ALONG AND UPON SSIGNS FOR THE RIGHT THE SURFACE OFTTHEEST MILLBROOK PROPERTY SHOWNRCLE, A PUBLICLY WITHIN THE DASHED PRINTED NA E AND TLE LINES AND HATCHING ON THE PLAT AND MARKED WITH THE WORDS "PRIVATE STREET. WELLS FARGO BANK, NATIONAL ASSOCIATION 100 A5m-SY bts jC- 45 PRIVATE STREETS WITHIN THE DEVELOPMENT SHALL REMAIN PRIVATE STREETS AND RESPONSIBILITY FOR ATTES THE MAINTENANCE OF THE ROADS SHALL REST SOLELY UPON THE OWNERS WITHIN THE DEVELOPMENT IN%I - ACCORDANCE WITH THE COVENANTS AND RESTRICTIONS RECORDED IN CONJUNCTION WITH THE ACCQ5 S 00'T rC- � RECORDING OF THIS PLAT. A- 1 F IL 3 3&dz. 'CmEft SHALL 6E N0 atacY E VE IL gc CSS r0 OIL HICuLAFitotA 0 � � � f _ - t�tr Tq M i PRINTED NAME AND TITLE _ HIGHWAY 9{GALENA Rd AO} r`ItoM AOYLOT 1H TW$ S{,1$0I1915-10k. CITY ADMINISTRATOR'S CERTIFICATE STATE OF ILLINOIS) )SS MORTGAGEE NOTARY PUBLIC COUNTY OF KENDALL) SURVEYOR'S CERTIFICATE brLOA &PA APPROVED AND ACCEPTED BY THE CITY ADODFTRATOR QF�TJ{ �,A r STATE OF ILLINOISSTALE OF )COUNTY OF ((` UNITED CITY F YORKVILLE, ILLINOIS, THIS ...r_ DAY OF 'I,tOVA�DC/1 2020. ) f�� ) SS COUNTY OF DUPAGE)) S.S. ) THIS IS TO CERTIFY THAT I, TIMOTHY J. MURPHY, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-002870, AT C 1 � CITY ADMINISTRATOR THE REQUEST OF THE OWNER(S) THEREOF, HAVE SURVEYED, SUBDIVIDED AND PLATTED THE FOLLOWING DESCRIBED QL Y_a� 111&r�4- -- A NOTARY PROPERTY: PUBLIC IN AND FOR THE COUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT THAT PART OF THE NORTHEAST AND SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST C'ds !� �� (le�_ _ AND OF THE THIRD PRINCIPAL MERIDIAN TOGETHER WITH THAT PART OF LOT 3034 IN GRANDE RESERVE UNIT - 23, OF Q�I{� ✓9_D ►1 �V WHO ARE PERSONALLY KNOWN TO ME TO BE THE BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER SAME WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING CERTIFICATE, APPEARED BEFORE ME OF SECTION 11, AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 15, 2006 AS THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY DID SIGN AND DELIVER THIS DOCUMENT 200600040560, MORE PARTICULARLY DESCRIBED AS FOLLOWS: INSTRUMENT AS A FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES HEREIN SET BE I NING JiT �i� NORTHWEST CORNER OF LOT 3035 IN GRANDE RESERVE UNIT 26 SUBDIVISION, RECORDED FORTH. II��y�J_ 1 l 1 -1_► I �.t7. 0 PER DOCUMENT a:DaV � DTHENCE NORTH 01 DEGREES 17 MINUTES GIVEN UNDER MY HAND AND NOTORfAL SEAL THIS L� DAY OF ��Sr A.D. 20?� 53 SECONDS WEST ALONG THE EAST LINE OF STORYBOOK HIGHLANDS UNIT NO. 2 SUBDOASION, RECORDED KENDALL COUNTY CLERKS CERTIFICATE AUGUST 21, 1974 PER DOCUMENT 74-3985, A DISTANCE OF 306.20 FEET TO THE SOUTH LINE OF PARCEL CONVEYED BY QUIT CLAIM DEED RECORDED AS DOCUMENT 77-703; THENCE NORTH 88 DEGREES 06 MINUTES 08 ` - SECONDS EAST ALONG SAID SOUTH LINE, A DISTANCE OF 246.98 FEET; THENCE NORTH 01 DEGREES 10 MINUTES STATE OF ILLINOIS ) 38 SECONDS WEST ALONG THE EAST LINE OF SAID PARCEL, A DISTANCE OF 809.00 FEET TO THE SOUTHERLY ) S.S. RIGHT-OF-WAY LINE OF GALENA ROAD AS DEDICATED PER DOCUMENT 200600040560; THENCE NORTH 63 NOTARY PUBLIC �, ,• 1t, COUNTY OF KENDALL\ DEGREES 46 MINUTES 49 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 807.33 y „1 7 ) IK l+ia.:tr•uc: ttsrlr,,:s� FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF BLACKHAWK BOULEVARD AS DEDICATED PER DOCUMENT I \ 20060040560; THENCE SOUTH 26 DEGREES 13 MINUTES 11 SECONDS EAST ALONG SAID WESTERLY RIGHT-OF-WAY CITY PLANNING AND ZONING COMMISSION CERTIFICATE ` [ ! t`� n LINE, A DISTANCE OF 283.38 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF EAST MILLBROOK CIRCLE AS Is JY ) !!�� l \S�J��• ,COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DEDICATED PER DOCUMENT 20060040560; THENCE SOUTH 63 DEGREES 46 MINUTES 49 SECONDS WEST ALONG STATE OF ILLINOIS) DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT SAID NORTHERLY RIGHT--OF-WAY LINE, A DISTANCE OF 25.99 FEET, THENCE SOUTH 26 DEGREES 13 MINUTES 11 )SS TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE SECONDS EAST, A DISTANCE OF 66.00 FEET TO THE SOUTHERLY RIGHT--OF-WAY LINE OF SAID EAST MILLBROOK COUNTY OF KENDALL) LAND INCLUDED IN THE ANNEXED PLAT. CIRCLE; THENCE NORTH 63 DEGREES 46 MINUTES 49 SECONDS EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 31.35 FEET, THENCE SOUTH 34 DEGREES 44 MINUTES 48 SECONDS EAST, A DISTANCE OF APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE -gold I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH THE 185.58 FEET TO THE NORTHERLY EXTENSION OF THE WESTERLY LINE OF SAID LOT 3034; THENCE ALONG SAID UNITED CITY OF YORKVILLE, ILLINOIS, THIS a_ DAY OF ©C 066- 2020 ANNEXED PLAT. WESTERLY LINE FOR THE FOLLOWING 2 COURSES: 1) THENCE SOUTH 55 DEGREES 15 MINUTES 12 SECONDS WEST, A DISTANCE OF 46.00 FEET, 2) THENCE SOUTH 34 DEGREES 44 MINUTES 48 SECONDS EAST, A DISTANCE OF _ �-- GIVEN UNDER MY HAND AND SEAL OF COUNTY CLERK AT YORKVILLE, ILLINOIS. ,�++++u TY+�,� f 136.00 FEET; THENCE SOUTH 55 DEGREES 15 MINUTES 12 SECONDS WEST, A DISTANCE OF 180.00 FEET, THENCE CHAIRMAN L f �'♦<- 7 o z.+� ��+GO C� SOUTH 01 DEGREES 11 MINUTES 13 SECONDS EAST, A DISTANCE OF 18.62 FEET; THENCE NORTH 88 DEGREES 48 THIS AY OF-_ ._� - A.D., 2020. _ MINUTES 47 SECONDS EAST, A DISTANCE OF 20.74 FEET, THENCE SOUTH 01 DEGREES 11 MINUTES 13 SECONDS EAST, A DISTANCE OF 180.00 FEET TO THE EASTERLY EXTENSION OF THE WESTERLY LINE OF SAID LOT 3034, �_ THENCE SOUTH 88 DEGREES 48 MINUTES 47 SECONDS WEST ALONG SAID EASTERLY LINE, A DISTANCE OF 16.00 h M; �� CI - FEET: THENCE SOUTH 01 DEGREES 11 MINUTES 13 SECONDS EAST, A DISTANCE OF 60.00 FEET TO THE EASTERLY CITY COUNCIL CERTIFICATE IA Z = SF `L• EXTENSION OF THE WESTERLY LINE OF SAID LOT 3034; THENCE ALONG SAID WESTERLY LINE FOR THE FOLLOWING COUNTY CLERK -L7 = A 5 COURSES: 1) THENCE SOUTH 88 DEGREES 48 MINUTES 47 SECONDS WEST, A DISTANCE OF 120.00 FEET; 2) STATE OF ILLINOIS) �Cr ' . .• ,�d: THENCE SOUTH 01 DEGREES 11 MINUTES 13 SECONDS EAST, A DISTANCE OF 41.00 FEET; 3) THENCE SOUTH 88 )SS +++ ►�, '�, (,' �\�`�� DEGREES 48 MINUTES 47 SECONDS WEST, A DISTANCE OF 38.65 FEET, 4) THENCE SOUTH 01 DEGREES 11 COUNTY OF KENDALL) ��+`Apr_L Cps'% '"• OUNTY.\+�` MINUTES 13 SECONDS EAST A DISTANCE OF 41.00 FEET 5) THENCE NORTH 88 DEGREES 48 MINUTES 47 • ', ''+++++►+`+ ` THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST A KENDALL COUNTY RECORDER'S CERTIFICATE � ��.•• ••.'�j� � SECONDS EAST, A DISTANCE OF 135.89 FEET; / APPROVED AND ACCEPTED AY THE MAYOR AND CITY COUNCIL OF THE eZOIl9 0 ••. �• • DISTANCE OF 219.52 FEET TO THE NORTH LINE OF LOT 164 IN SAID GRANDE RESERVE UNIT 26; THENCE SOUTH UNITED CITY OF YORKVILL , OIS, THIS n DAY OFCMA9P 202{} = = 88 DEGREES 42 MINUTES 28 SECONDS WEST ALONG SAID NORTH LINE, A DISTANCE OF 27.22 FEET, THENCE �. CONTINUING ALONG THE NORTHERLY LINE OF SAID GRANDE RESERVE UNIT 26 FOR THE FOLLOWING 12 COURSES: • - STATE OF ILLINOIS 1) THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE OF 68.82 FEET, 2) THENCE SOUTH MAYOR ............... ) S.S. �•' �� 88 DEGREES 48 MINUTES 47 SECONDS WEST, A DISTANCE OF 229.20 FEET; 3) THENCE NORTH 01 DEGREES 11 1 ,•'' ��1.OF w1A COUNTY OF KENDALL) �t��•.• �Q MINUTES 13 SECONDS WEST, A DISTANCE OF 33.39 FEET; 4) THENCE SOUTH 88 DEGREES 42 MINUTES 37 4�_ ..•' . ;� Q ..••'O�'i�. SECONDS WEST, A DISTANCE OF 195.90 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF WEST MILLBROOK CIRCLE ��, ER OF +. AS DEDICATED PER GRANDE RESERVE UNIT 26; 5) THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST r Gatij �� `T I+ ' i ''+ ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 62.99 FEET; 6) THENCE SOUTH S8 DEGREES 42 ITV CLERK'SCERTIFI c .._ . THIS INSTRUMENT • �� ; WAS FILED F6 IREWRD IN THE 'sY � a �� D MINUTES 28 SECONDS WEST, A DISTANCE OF 66.00 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID WEST STATE OF 1WN01S} RECORDER'S OFFICE OF KENDALL COUNTY, LWNOl5 ON THIS _DAY OF 0a' MILLBROOK CIRCLE; 7) THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST ALONG SAID WESTERLY )SS ''s �� RIGHT-OF-WAY LINE, A DISTANCE OF 116.00 FEET; 8) THENCE SOUTH 88 DEGREES 42 MINUTES 28 SECONDS \� WEST, A DISTANCE OF 253.50 FEET; 9) THENCE SOUTH 01 DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE COUNTY OF KENDALL) <' A.D., 2020, ATY•��70 CLOCK -M., AND WAS RECORDED IN BOOK OF PLATS • ••'' OF 15.00 FEET, 10) THENCE SOUTH 88 DEGREES 42 MINUTES 28 SECONDS WEST, A DISTANCE OF 120.00 FEET; APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF 1H ON P GEC. 11) THENCE NORTH 01 DEGREES 17 MINUTES 32 SECONDS WEST, A DISTANCE OF 38.50 FEET, 12) THENCE SOUTH UNITED CITY OF YORKVILLE, ILLINOIS, BY ORDINANCE NoA01q-66 II IIIIIIIII II II 88 DEGREES 42 MINUTES 28 SECONDS WEST, A DISTANCE OF 211.11 TO THE POINT OF BEGINNING, IN KENDALL AT A MEETING HELD THIS+soma_ DAY OF DCM386p� 202Q. BY: , IIII ll111 ll""li�l�l COUNTY, ILLINOIS.dbo� R4� RECORDER OF DEEDS CITY CLERK Ii /!O 202000023793 I FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID ,10 DEBBIE GILLETTE SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. (OT RF C()RDI;R-KENT)ALL C c i�[ NTY- 11, 1 FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD CITY ENGINEERS CERTIFICATE SURFACE WATER STATEMENT RECORDED: I1/23/202003.57AM HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 17093CO039H, STATE OF ILLINOIS) STALE OF ILLINOIS } O PLAT' 95.00 RHSPS FEE: 10 00 DATED, JANUARY 8, 2014. ALL OF THE PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE .2% ANNUAL CHANCE FLOODPLAlN. THIS DOES NOT GUARANTEE THAT THE SURVEYED PROPERTY WILL OR )SS ) S.S. WILL COUNTY OF KENDALL) COUNTY OF DUPAGE } E • ; 5/8" DIAMETER BY 24" LONG IRON RODS WILL BE SET AT ALL SUBDIVISION CORNERS, LOT CORNERS, POINTS OF I, EIP� -A �Sriw� CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS WILL NOT BE CURVATURE AND POINTS OF TANGENCY IN COMPLIANCE WITH ILLINOIS STATUTES AND APPLICABLE ORDINANCES, CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE UNLESS OTHERWISE NOTED. COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION OR ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS BEEN MADE FOR THE DATED AT YORKVILLE, ILLINOIS THIS 7-*DAY OF it 2020. COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR DRAINS WHICH THE I FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE -PLAT HEREON DRAWN IS SITUATED WITHIN THE mac- SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILT.. BE PLANNED FOR IN CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS EXERCISING THE SPECIAL POWERS ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. CIT_Y_ENGINEE�� DATED THIS DAY OF 2020. DATED THIS 11TH DAY OF FEBRUARY, 2020. KENDALL COUNTY HIGHWAYENGINEER'S R11FICA 1•., i.. 4 ��t,.---•.• �pp I,puolllllapq STATE OF ILLINOIS ) � ��`�-'` � ': )SS •,/J EPH IOVINELLI ��' ILLINOIS PRO N LAND SURVEY, 035-002870 ,,•'' COUNTY OF KENDALL ) ILLINOIS REGISTERED PROFESSIONAL ENGINEER LICENSE EXPIRES NOVEMBER 30, = ILLINOIS - ILLINOIS REGISTRATION NUMBER 062-069635 = L3� = = = 2020 = .'PROFESSIONAL' - LICENSE EXPIRES NOVEMBER 30, 2021 w tSS; = _ LAND - ACCEPTED AND APPROVED THIS Tom$-DAY OF �G �/► 2020. � :g E:tis:til =,;, `� DESIGN FIRM PROFESSIONAL LICENSE N0. 184003350 SURVEYOR - i •• `c r LICENSE EXPIRES APRIL 30, 2021 N0, 2870 OWNER/ATTORNEY: •""�i` •��1,�t�• l % ,r. "° OP 1 E�°` THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS '"°"�"•"•{"•"" O �•-� ' / +�+ T€nett �/� \� %. KENDALL OUN HIGHWAY DEPARTMENT � `/J�, ,/�1 MINIMUM STANDARDS FOR A SUBDIVISION SURVEY. �'''•.,fAR ��-� a+`` I1f1111111111111Y11 PRINTED NAME AND TITLE 0 2015 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED DATE REVISIONS DRAWN BY SHEET PRGJ.µGR.: JMI GRANDE RESERVE UNIT - 27 h d .Assoc.: TJM OF DRAWN BY. MGS UNITED CITY OF YORKVILLE ILLINOIS Tay 02-11-20 REVISED PER CITY COMMENTS MGS � 01-29-20 REVISED PER CITY COMMENTS MGS 5 rawDATE 07-31-19 - 4 12-19-19 REVISED PER CITY COMMENTS MGS 5SCALE: NT'S 700 Springer Drive, Lombard. IL 60148 ph:630,691,$500 fx:630,651.8585 manherd.com 10-04-19 REVISED PER CITY COMMENTS Sip FINAL PLAT OF SUBDIVISION Civil Engineers•Surveyors•Water Resource Engineers-Water&Wastewater Engineers ^ 09-03-19 REVISED PER CITY COMMENTS MGS GRCYVIL02 Construction Managers • Environmental Scientists • Landscape Architects • Planners E 08-15-19 1 REVISED PER CITY COMMENTS MGS S EXHIBIT C i i I OO,d YEARS '40 rwar August 13, 2019 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re. Grande Reserve-Units 26 and 27 United City of Yorkville, Kendall County, Illinois Dear Krysti: We are in receipt of the following items for the above referenced project: i • Final Plat of Subdivision, dated July 12, 2019 prepared by Manhard. 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, 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. As such, we offer the following comments: 1. A reference to Lot 3034 in Grande Reserve Unit 23 needs to be added to the short legal description under the title. 2. All lots will need to be numbered. Letters and outiots will not be allowed. 3. The City Plan Commission Certificate needs to be changed to read "City Planning and Zoning Commission Certificate". 4. Easement provisions are needed for the ingress/egress easements. 5. We will need to review the plat against the engineering plans when they are submitted. i Road,52 Wheeler Sugar Grove, •! • 1 466 • 11 • 1 466 • 1 '• i Ms. Krysti Barksdale-Noble August 13, 2019 Page 2 of 2 The plat should be revised and resubmitted for further review. If you have any questions or require additional information, please contact our office. Respectfully Submitted, ENGINEERING ENTERP ES, INC. /BrXdleyy . Sanderson, P.E. Vice President 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) Ms. Lisa Pickering, City Clerk (via e-mail) Ms. Kathy Field-Orr, City Attorney (Via e-mail) Mr. Dean Edmeier, North Branch Land Company, LLC (Via e-mail) JAM, TNP, EEI (Via e-mail) \\Milkyway\EEI_Storage\Dots\Public\Yorkville\2019\YO1920-DR Grande Reserve-Units 26 and 27\Docs\Icoy_Review01,doc YEARS zimmor -�Tj fi d F September 27, 2019 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve-Units 26 and 27 United City of Yorkville, Kendall County, Illinois Dear Krysti: We are in receipt of the following items for the above referenced project: • Final Plat of Subdivision, dated July 31, 2019 prepared by Manhard. 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, 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. As such, we offer the following comments: i 1. A reference to Lot 3034 in Grande Reserve Unit 23 needs to be added to the short legal description under the title on pages 3-5 on the Unit 26 plat. i 2. The area summary tables for both units need the outlot reference removed. 3. On sheet 4 of 5 in Unit 26 plat, move the callout for the Lot 1004 off of the radius callout and on sheet,,,4 of 5 in the Unit 27 plat, move the callout for Lot 1009 off of the private street text. ' 4. The text "UNSUBDIVIDED" should be removed from Lot 139. Road,52 Wheeler Sugar Grokle, 60554 • 1 466 • 11 • 1 466 1 e• • Ms. Krysti Barksdale-Noble September 27, 2019 Page 2 of 2 5. The text "UNSUBDIVIDED" should be removed from West Millbrook Circle on page one of Unit 27. 6. The text "UNSUBDIVIDED" should be removed from West Millbrook Circle on page one of Unit 26. 7. The building setback lines for lot 1 in Unit 26 and Lot 101 in Unit 27 need to be shown on the plat. 8. We will need to review the plat against the engineering plans when they are submitted. The plat should be revised and resubmitted for further review. If you have any questions or require additional information, please contact our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sa erson, P.E. Vice President 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) Ms. Lisa Pickering, City Clerk (via e-mail) Ms. Kathy Field-Orr, City Attorney (Via e-mail) Mr. Dean Edmeier, North Branch Land Company, LLC (Via e-mail) JAM, TNP, EEI (Via e-mail) i \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2019\Y01920-DR Grande Reserve-Units 26 and 27\Docs\Icoy_Review02.doc