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HomeMy WebLinkAboutRESOLUTION - 47-24 - 8/13/2024 - 901 WELLINGTON AVENUE AND 1001 WELLINGTON AVENUE PLAT OF SUBDIVISIONRESOLUTION NO.47-24 A RESOLUTION APPROVING A PLAT OF SUBDIVISION IDENTIFIED AS MUNICIPAL COMPLEX SUBDIVISION (901 WELLINGTON AVENUE AND 1001 WELLINGTON AVENUE) NOW, THEREFORE, BE IT RESOLVED by the Mayor and Board of Trustees of the Village of Elk Grove Village, Counties of Cook and DuPage, State of Illinois as follows: Section 1: That approval is hereby given the Plat of Subdivision identified as Municipal Complex Subdivision (901 Wellington Avenue and 1001 Wellington Avenue), being a subdivision of the North 951.83 feet (except the East 810 feet) of the Southwest Quarter of the Northeast Quarter in the West Half of the Southwest Quarter, and that part of the Southeast Quarter of the Northwest Quarter lying East of the East line of Wellington Avenue, in Section 32 Township 41 North, Range 11 East of the Third Principal Meridian, in Cook County, Illinois a copy of which is attached hereto and made a part hereof as if fully set forth. Section 2: That the Mayor and Village Clerk are hereby authorized to sign said Plat for and in the name of the Village and attach thereto the corporate seal. Section 3: That the Village Clerk is hereby directed to record a copy of said Plat with the Cook County Clerk Recordings Division of Cook County, Illinois. Section 4: That this Resolution shall be in full force and effect from and after its passage and approval according to law. VOTE: AYES: 6 NAYS: 0 ABSENT: 0 PASSED this 13th day of August 2024 APPROVED this 13th day of August 2024 APPROVED: Mayor Craig B. Johnson Village of Elk Grove Village ATTEST: Loretta M. Murphy, Village Clerk EXHIBIT "A" ML8 �� �� '��IrC�ljulA L Cc ��1 �P L - ��Xr �� ��DIVIBION BEING A SUBDIVISION OF THE NORTH 951.83 FEET (EXCEPT THE EAST 810 FEET) OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER IN THE WEST HALF OF THE SOUTHWEST QUARTER, AND THAT PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER LYING EAST OF THE EAST LINE OF WELLINGTON AVENUE, IN SECTION 32 TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. -- -- -- o BIESTERFIELD ROAD NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 O O (HERETOFORE DEDICATED PUBLIC R.O.W.—VARIES IN WIDTH) Q O O O O zw O oz O 10 a� �0 O SET CROSS NOTCH S 87°51'02" E I CD AT CORNER (M)112.89' S 88°57'06" E 0< (M) 516.02' I i �^p (3 LL N F- N 0 F- O W U) U) O F- U N Zn � v A �� 0 O O, O� O� O C� 0 : Z_ G 0 n � IZ Q /� • I03 ZCP+o 0 N N O t,ei 00 M ;n 0 O H Q W 0— (f) --- LLJ U) W LL � Ory LLJ O z z J W 2 � F- Ln W 0 LLJ 0 D Z " LLJ J m > _ QW 0 r` 0 w Q E W 0 W O W 0 w ZLd W O 0 Z LLJ \ I (n W � I ry O z w � I W I 0 � I Q I W D O Ln w _ LL O w z J w I ORDERED BY: VILLAGE OF ELK GROVE VILLAGE CHECKED: I DRAWN; ADDRESS: 1001 WELLINGTON AVE., ELK GROVE VILLAGE, IL 37 GREMLEY & BIEDERMANN A DIVISION OF PLCS, CORPORATION LICENSE No.184-005332 PROFESSIONAL LAND SURVEYORS 4505 NORTH ELSTON AVENUE, CHICAGO, IL 60630 TELEPHONE: (773) 685-5102 EMAIL: INFO@PLCS-SURVEY.COM ORDER NO. DATE: PAGE NO. MAY 3, 2024 2024- 31894— 002 SC NL : 40 FEET 1 OF 3 G:\CAD\2024\2024-31894\2024-31894-002.dwg W Ln 0 0 z o z Lri Ln 0 cV z ARC.5.69' RAD.3.94' CH.5.21' CH.B.N39°04'48"E �ARC.12.81' RAD.41.93' CH.12.76' CH. B.N89.22'141 FOUND CROSS NOTCH 2.28' WEST & 0.11' SOUTH S89.58'28"E 358.34' SOUTH LINE OF THE NORTH 951.83 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 LOT 1 ARC.7.54' RAD. 12.00' CH.7.41' CH.B.S18009'47"W ARC.4.10'— RAD.6.52' CH.4.03' CH. B.S18.09'47"W LOT 2 (M) 517.50' N 88°56'00" W AREA OF LOT 1 = 290,567 SQUARE FEET OR 6.67 ACRES AREA OF LOT 2 = 194,411 SQUARE FEET OR 4.46 ACRES RAD.34.80' CH.49.32' CH.B.N44.57'55"E ARC.54.81' oLo O O Cn ` 34.76' � � �= co MN89.50'22"E o 0 CD 0 o 0 o cn z SURVEYOR'S NOTES: Field measurements completed on MARCH 12, 2024. Note (R) & (M) denotes Record and Measured distances respectively. All dimensions are measured unless noted otherwise. Compare all points BEFORE building by same and at once report any differences BEFORE damage is done. For easements, building lines and other restrictions not shown on survey plat refer to your abstract, deed, contract, title policy and local building line regulations. NO dimensions shall be assumed by scale measurement upon this plat. Unless otherwise noted hereon the Bearing Basis, Elevation Datum and Coordinate Datum if used is ASSUMED. COPYRIGHT GREMLEY & BIEDERMANN, INC. 2024 "All Rights Reserved" 45.00' (R&M) S 88°57'06" E LLJ �CD O O CD �CD Lr)� O Cn RAD.73.53' CH.34.55' CH. B.S76.19'171 ARC.34.87' 21.92' S89.54'311 S62Q2¢40 03F FOUND IRON PIPE AT CORNER FOUND IRON PIPE 0.11' SOUTH & ON LINE EXTENDED g U) o0 \ CD CD LO O rQ w LLJ= O w I- C/') _ Lr O O W J I-- LLJ 11. J 0 Q Q \ W W O _ w O 3: C/) O L'..I O = O W ao O w W z: z: J J w Oo ,0 0 YJ 0 N o N0 z GRAPHIC SCALE 40 0 20 40 ( IN FEET) 1"=40' CURRENT PINS: 08-32-202-007 08-32-103-030 I CrCAIn SUBDIVISION BOUNDARY F-1 BUILDING FOOT PRINT I I EXISTING LOT LINES RIGHT-OF-WAY LINES NEW LOT LINES CONCRETE MONUMENT (TO BE SET) 5/8" REBAR (TO BE SET) • CROSS NOTCH (TO BE SET) + (R) = RECORD (M) = MEASURED RAD. = RADIUS CH. = CHORD CH.B. = CHORD BEARING R.O.W. = RIGHT OF WAY SEE SUBSEQUENT PAGES FOR UNDERLYING SURVEY INFORMATION, LEGAL DESCRIPTIONS AND EXISTING EASEMENTS AFFECTING NEW LOTS. NO NEW EASEMENTS OVER NEW LOTS CREATED BY THIS SUBDIVISION (FOR EXISTING EASEMENTS, SEE PAGE 2). MONUMENTATION AT ALL LOT CORNERS ESTABLISHED PRIOR TO PLAT RECORDATION INDICATED BY SYMBOL AND NOTATION. 5/8" REBAR AND CONCRETE MONUMENT TO BE SET AT REMAINING LOT CORNERS PER ILLINOIS STATE STATUTE AFTER PLAT RECORDATION AND UNLESS OTHERWISE NOTED HEREON. MXIMrUNIrC�IrPAL C-0`0M,&,8,�P_S'jUD1V18,-10N BEING A SUBDIVISION OF THE NORTH 951.83 FEET (EXCEPT THE EAST 810 FEET) OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER IN THE WEST HALF OF THE SOUTHWEST QUARTER, AND THAT PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER LYING EAST OF THE EAST LINE OF WELLINGTON GRAPHIC SCALE AVENUE, IN SECTION 32 TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN 40 0 20 40 COOK COUNTY, ILLINOIS. ( IN FEET) 1" = 40' e - - - W -- 0 1 -- -- -- -- IESTERFIELD NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 - e -- ROAD o -- -- -- -- -- O ADA TILE I O (HERETOFORE DEDICATED PUBLIC R.O.W.-VARIES IN WIDTH) Q = (TYPICAL) O z o p O CONCRETE CURB OD CD z O O z DEPRESSED CURB � ov O O LQ o a� ® o o SET CROSS NOTCH S 87`51 02 E S 8 R AT CORNER Q CONCRETE 8 57 06 E e VAULT e 6 N T TELEPHONE BOX • ® e CONCRETE PAD r1 VAULT 15' COMMONWEALTH EDISON & I.B.T. EASEMENTS E E -,ALL T P ® CONCRETE,- ° ° WALK REC. NOV. 20, 1992 AS DOC. 92872981 PAD MOUNTED GEAR n SWITCH GEAR m '�T O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -P - - - - - - - - © ® - - _© CONCRETE PAD - - SCULPTURE w I N GRATE o - P-AD-M0OU1tTE� - -� + 0 ®® - - - - - - BLOCK WALL I o BRICK WALL 4 F- > GEAR Cl- Ld W a BLOCK WALLA i ---- CONCRETE Q U w � 10' a Os ARC. 1.92' ARC. 1.98' _ _ _ _ _ _ _ _ oz > BRICK WALL BUILDING OPEN O 24.02' Y, - 23.94' o o 19.82 b / ARC. 57.16' ARC. 2.99 AT GROUND 00 �/ - �- -OT- - - - ---- Oo O 00 / T 34.29' I I COLU e `�" i 33.32' 6. I ARC. 2.04' Px2' M 119.96' I f a ARC. 2.61 N ci o 0 0 CV. CV / O C7 I O -rF rY rn N/21.61 rn I M �/ 17.54 ri U °° Z I o `� 13.94 13.96 14.02 36.1 s' I ---- GATEa - - - w z Q ww, j I - w� Q z>�` C7� ! coCn N O Q O• = W /4.8 p cwi o 0a ,(,3O I ARC. 1.92'/ 6/ o� cr+ � 0 � �16.78' -� I lrn o - z ARC. 2.29 1 & 2 STORY BRICK BUILDING Cq vnuLr cV 0� w IRA I ANTENNA N CO RETE PAD z o w O a �m TRANSFORMER ON N oo J a -CONCRETE PAN 11- AD E N W rn o Q p �' TRANSFORMER ON C Ln v w �� C 1. 8 CONCRETE PAD TRANSFORMERI ON " O00 0 0 ro 0- p o ---- 8 PARKING SPACES �`� 0' Q CONCRETE PAD o U U 0 cG W o 0o METAL PORCH ' __-- �� o 8. 4' g. & STAIRS o O ---- W 7 'A J J W 45.00' ---- 0 • 9 v z J cn (R&M) 1• � - __ 6 Q � J o co Mo/ E A BUILDING W 9D N t- �., Z LL Z o o 0 6" ° T � r P w o' - _ w A *.[ � RC. 2.96' / Q w ARC. 1.51 I ° ® 1 C ® 6 m ® w w� - z- w ® - o 10 �j SIREN ° - Y_ _ 0 IZ o Do I ARC. 3.05' z C. 3 AT A 0 3 ARC. 2.49' - �r cWir oz _ O w > F. GR Q Ld OZ ° z � © • °° c� i i c� 1i 1 c�. i ARCp 1.6 ' I I 1 - � � I I CONCRETE n n I�1 z W L-1 _� L-_ 6 �AF KIN S�AQES o oz Li - I CONCRETE WALK IZ Q /,• J O (/l X ti° ^4.00'00 003.97•�3.95' Q I ASPHALT PAVEMENT O --__ I z 8, 7 a O N ,N �'t m ASPHALT PAVEMENT I � i v( CULT 0.73. 16.03' 35.9 03 CP LLJ ZCO O m P N 1 PARKING SPACrS 14 PPR4 ING1 SPAPESI <IQ W M • 2 1 1 I I I I I I 1 I 1 1 1 I 1.3 Z � LL 0 CR TE C R CO CR TE C RB N Ld o CR TET CyRq I I CIONqRETE iCU B W Um O N Q N1 1 13 (PARKING SPACES 13 PARKING SPFCEJ PA KING SAC�S Qf 0 ,tm\\ 'to low ® o I a- Q� o mom\ \ J o ASPHALT PAVEMENT ASPHALT PAVEMENT I ) _j:0,. b O IUJ -- � o H Z WATER 4b6 , N W U) vwi w= Q �' Y FOUNIWIN I ®"® Z W~ P� I I 1 I Y O w P� I 1 1 1 S� U O z V o 0 19 1 PARKING I SIPAOES 210 PAKINIG SP�CE I I D I I 1 0 6, _I _ I__I - -I-- - CON IRET C IRB 10 81. 8 I 1.65'0 e " - eH SOLAR W W "" ® BENCHES 172 rn ® I I I I I I I � = BENCH BENCH COMPACTO` I I' 9 PARK�NG 1 SPACES H u BEN H = z� M = 7' n H • • W N _ ® ® C NCRETE �" WALK 0 o I o W iI I xTlx1 . -," s M 45.790 SCULPTURE LLJ Z y ffilFouN a0O Z: WITH DRAT O1.6 . 06 0.83' W CLOCK TOWER SCULPTURo ;. SCULPTURE MO " ° m Lf)aH BLOCK WALLS W O m I 8.44' �i i) w 0 ® SCULPTURE CONCRETE PAVED 06 •• DOI Eli f 'FOUNTAIN (n a¢ I ❑ --_ -_- 19 1 PARKINGSPACE6 OD C N RE E UlROD LP URE F _ U ,-�L_J 'FOUNT THIN' m 0 �0 4861'\ ® ® CONCRETE WALK CONCRETE WALK WITH D�2A1 \\J� I BENCH [° o �` BENCH �° BENCH S " • • •- ❑ • Y;❑ • ��\ G. ©EZME AL I BENC ES �� 1 . VA LTS I ( M � CO C ETE URB �� 0• 81� 1.64' �-: a \ _ _ 1 i-� - �- -� 0 51 89 R 16. G�O��� �', 4� 1 PAIRKIIIG 1 S�ACIES I I I I I I I so' q I I TRA RAJ , �, I I I I I I o d C PACTOR ONC�TEMPADER ON 5 N. LINE bF (�UIT CLAIM DE6 Y0 BOARD OF PVC I� F��\a LIBRARY TRUSTEES OF VILLAGE Cf)OF ELK GROVE ®® ELECTRIC O \ VENTS Q Z VILLAGE, JULY 13 1987 AS DOC. 89381741 ASPHALT PAVEMENT ® I CABINET /8 o SCULPTU E 100 w m Co �' d CONCRETE CURB I � OO I � \o � CONCRETE ° WALK ® m • o • . r • : • -- O m ® I �\ 1 ® BLOCK SIGN MECHANICAL " r_ T L, p "H vq o w rn zttz EQUIPMENT SEE DETAIL "A" 1.20' 1.20' SEE DETAIL "A" 1.28 0 ° w� ---------------------- � AT&T VAUL I o' • T 26 09. .7'9.2'9.0' .7' 8 9. 9. 9. 9. 9. 8.9 9.0 8.9 .75 / I ® I 1.34' oI Z 0.44' 310-- ri .64' o .. o j I M o Ljj O 6 �ARiKINO SPACI�S J �' W m 24.30 .71' 9 71 I I 0.72 16.15 36.03' a- 1.26 � `�.°,.a � 8 0 qp rn 3.92'o tO3.94' ® 0.35' w I GONG E WALK; Q 0 5 - -�r- o M N O CAD- J --U- I--�-- 2��� I CONCRETE CURB 0.37 0 cn ---r--N--1--Z-- - CD • Y Z I Z C9 < W M 0.35' - - Q Cn J--c�--1---- - cn--cfl- Fn 04 w S Z I Q 0_ W 1 0_ W Y- -1- - 0__ - Q 0 1 Q U W �Q �o --- - 0 00 --1-<- o Q LLJ O • 0o cV ----�--(�------- - Ln (n - Ln 0 J ` rr Pe 1 TO Y IC B DI 0 in o 0O.37 0 10 LLI GT EN MCLLJ O o -- 199.4 ---- Z `3 Q I rn 0.37' Lo- < -- , 0 ^ o� ASPHALT PAVEMENT • J w PI L W -- ----- Of jrn PI ST � I ----- U w T C QQ WTI z � 0.35' - - - - � L� 00 J rn ---- W ' -------------------- = Wk J 00.70' a =� Q ---- cD-----1----------j----- � O W U I z O W o.of --� O o 0.6 0 ----�----I-- �- ---I---� � W W W W W 1 W -�-U J 0 W I ----- C)--I-- �- -�--1---0- 0 W 0- I o Q Q Q I Q (n 198.79 Q F- 0_ 0 0 0_ - - - - Q O o _ Z ----- -- --1-- - ------W)- 0 o' I Z Y Ln C� (� O (� - Y - Q \ ^ Q 0 J m - �---z--1-- Z-- - Z---1---Z- 0_ F 0_ ----- w I o U Q' Z Q Y 1 Y Y <__W 0 -----of --- -- ----- Z g O Q Q Q Q z W w z 35 0 0 0_ o -�_ 3 --- --W O I ^ _ • L,j LL ----------------------- N 0 O 2 I FLARE6 END O I H E Z N N ~ rSECTION 0.3T I L LLJ -�------1-- ® - ----- ---- w o - - �I- - - a i---- 24.87 I 68 2' .77' . 6' 4.00' 14. 00' 14. 1 .93' 4.0 ' 14 0' 5' 56 0.35' 0 - O 9T 03' �o-----1----------I----- w I J SEE DETAIL "A» 0 0 I I J M -o PVC PIPE----' PVC PIPE -��I 00 0 I I Li = Lij FLARED END z z I I [if (SECTION _ J J I 0 OD DETENTION AREA ----- J I CO ASPHALT PAVEMENT FLARED ENDS' -_-- Q N I o 0 SECTION 3 " I a L` rn I I I I I I I I I I I I I I I w 1 15 1 PAR ING 1 SPAC�S W 0 • ONICRETE 1 1 1 1 C RBI I I I I Q 1 • I I Ww SOUTH LINE OF THE I�0- TH 951.83 FOUND CROSS SOUTHWEST /4 OF THE R NORTHEAST E /4 OF THE (M) 517 50' I I O Q I O NOTCH 2.28' WEST FOUND IRON PIPE AT CORNER & 0.11' SOUTH N 88°56 00 W I I � FOUND IRON PIPE 0.11' SOUTH & ON LINE EXTENDED w k I I a L)U I U U Z Z W O� I 1 U Z U O Z O z Z U F I o ORDERED BY: VILLAGE OF ELK GROVE VILLAGE CHECKED: DRAWN: ADDRESS: 1001 WELLINGTON AVE., ELK GROVE VILLAGE, IL - 37 E3 GREMLEY & BIEDERMANN A DIVISION OF PLCS, CORPORATION LICENSE No.184-005332 PROFESSIONAL LAND SURVEYORS 4505 NORTH ELSTON AVENUE, CHICAGO, IL 60630 TELEPHONE: (773) 685-5102 EMAIL: INFO@PLCS-SURVEY.COM ORDER NO. DATE: PAGE NO. MAY 3, 2024 2024- 31894- COL SC : 2 OF 3 NL = 40 FEET G: \CAD\2024\2024-31894\2024-31894-002.dwg SURVEYOR'S NOTES: Field measurements completed on MARCH 12, 2024. Note (R) & (M) denotes Record and Measured distances respectively. All dimensions are measured unless noted otherwise. Compare all points BEFORE building by same and at once report any differences BEFORE damage is done. For easements, building lines and other restrictions not shown on survey plat refer to your abstract, deed, contract, title policy and local building line regulations. NO dimensions shall be assumed by scale measurement upon this plat. Unless otherwise noted hereon the Bearing Basis, Elevation Datum and Coordinate Datum if used is ASSUMED. COPYRIGHT GREMLEY & BIEDERMANN, INC. 2024 "All Rights Reserved" / LEGEND DE Electric Vault Electric Hand Hole BUILDING FOOT PRINT F® © Electric Pad EXISTING LOT LINES m Electric Meter RIGHT-OF-WAY LINES 0 Electric Pedestal PROPERTY LINE 1 C Electric Light Pole (R) = RECORD Electric Traffic Signal (M) = MEASURED Electric Light Pole w/Traffic Signal RAD. = RADIUS CH. = CHORD ® Electric Traffic Control Box CH.B. = CHORD BEARING Electric Ground Light R.O.W. = RIGHT OF WAY O Electric Mounted Wall Light 0 Storm MH © Gas Buffalo Box 0 Storm CB 0 Gas Meter ® Storm Inlet 0 Sign Post SO San MH ® Mail Box O San Clean Out ® Bumper Post ® Water MH ® Bike Rack V Water Buffalo Box 0 Unclassified Manhole Water Fire Hydrant 0 Hose Connection (1) Telephone MH - Flag Pole MT Telephone Pedestal O Iron Pipe ❑E Electric Manhole + Cut Cross MWrUNIrC�IrPAL C_G-'0Mm,8jPX.:. _S'jUDIVIS,-ION BEING A SUBDIVISION OF THE NORTH 951.83 FEET (EXCEPT THE EAST 810 FEET) OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER IN THE WEST HALF OF THE SOUTHWEST QUARTER, AND THAT PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER LYING EAST OF THE EAST LINE OF WELLINGTON AVENUE, IN SECTION 32 TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. PLANNING COMMISSION STATE OF ILLINOIS) ) SS COUNTIES OF COOK & DUPAGE) APPROVED BY THE PLAN COMMISSION OF THE VILLAGE OF ELK GROVE VILLAGE, ILLINOIS AT A MEETING HELD THIS DAY OF .2024 A.D. BY: CHAIRMAN ATTEST: SECRETARY MAYOR & BOARD OF TRUSTEES STATE OF ILLINOIS) ) SS COUNTIES OF COOK & DUPAGE ) APPROVED AND ACCEPTED BY THE MAYOR AND BOARD OF TRUSTEES OF THE VILLAGE OF ELK GROVE VILLAGE, ILLINOIS THIS DAY OF 12024 MAYOR ATTEST: VILLAGE CLERK OWNERS CERTIFICATE STATE OF ILLINOIS) ) SS COUNTIES OF COOK & DUPAGE ) THIS IS TO CERTIFY THAT THE UNDERSIGNED ARE THE AUTHORIZED REPRESENTATIVES OF THE OWNERS OF THE LAND DESCRIBED IN THE ANNEXED PLAT, AND THAT THEY HAVE CAUSED THE SAME TO BE SURVEYED AND ANNEXED AS INDICATED THEREON, FOR THE USES AND PURPOSES THEREIN SET FORTH, AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. DATED THIS DAY OF NOTARY CERTIFICATE STATE OF ILLINOIS) ) SS COUNTIES OF COOK & DUPAGE ) , 2022 I, ,A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DO HEREBY CERTIFY THAT, AND PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNERS, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED THE SUBDIVISION PLAT AS THEIR OWN AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF 2024 AT NOTARY PUBLIC , ILLINOIS ORDERED BY: VILLAGE OF ELK GROVE VILLAGE CHECKED: I DRAWN: ADDRESS: 1001 WELLINGTON AVE., ELK GROVE VILLAGE, IL - G�E3 GREMLEY & BIEDERMANN CT A DIVISION OF PLCS, CORPORATION LICENSE No.184-005332 PROFESSIONAL LAND SURVEYORS 4505 NORTH ELSTON AVENUE, CHICAGO, IL 60630 TELEPHONE: (773) 685-5102 EMAIL: INFO@PLCS-SURVEY.COM PREPARED FOR / MAIL TO: VILLAGE OF ELK GROVE VILLAGE 901 WELLINGTON AVE. ELK GROVE VILLAGE, IL 60007 SURVEYOR'S NOTES: Field measurements completed on MARCH 12, 2024. Note (R) & (M) denotes Record and Measured distances respectively. All dimensions are measured unless noted otherwise. Compare all points BEFORE building by same and at once report any differences BEFORE damage is done. For easements, building lines and other restrictions not shown on survey plat refer to your abstract, deed, contract, title policy and local building line regulations. NO dimensions shall be assumed by scale measurement upon this plat. RESERVED FOR COOK CO. RESERVED FOR THE VILLAGE OF ELK GROVE VILLAGE SURVEYORS CERTIFICATE STATE OF ILLINOIS) COUNTY OF COOK)SS I, BRIAN S. STOUT, PROFESSIONAL ILLINOIS LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED AND SUBDIVIDED: THAT PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER LYING EAST OF THE EAST LINE OF WELLINGTON AVENUE AS DEDICATED IN ELK GROVE VILLAGE SECTION 15 RECORDED AS DOCUMENT NUMBER 20236026M (EXCEPT BIESTERFIELD ROAD AS WIDENED PER DOCUMENT NUMBER 22222148) IN SECTION 32 TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. ALSO THE NORTH 951.83 FEET (EXCEPT THE EAST 810 FEET) OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, AS MEASURED ON THE WEST LINE (EXCEPT BIESTERFIELD ROAD AS WIDENED PER DOCUMENT NUMBER 22222148) IN SECTION 32 TOWNSHIP 41 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN COOK COUNTY, ILLINOIS. CONTAINING 484,978 SQ. FT. OR 11.13 ACRES MORE OR LESS. I FURTHER CERTIFY THAT THE PROPERTY DESCRIBED HEREON IS LOCATED WITHIN THE CORPORATE LIMITS OF THE VILLAGE OF ELK GROVE VILLAGE, COOK COUNTY, ILLINOIS AND LOCATED WITHIN COMMUNITY CONSOLIDATED SCHOOL DISTRICT 59. I FURTHER CERTIFY THAT PORTIONS OF THE PROPERTY APPEARS IN "OTHER AREAS" ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PER FLOOD INSURANCE RATE MAP COOK COUNT, ILLINOIS, MAP NO. 17031C0194J, EFFECTIVE DATE MAY 7, 2024. DIMENSIONS ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF AND ARE CORRECTED TO A TEMPERATURE OF 62' FAHRENHEIT. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. ALL REMAINING LOT CORNERS WILL BE SET AFTER PLAT RECORDATION PER ILLINOIS STATE STATUTE. I HEREBY AUTHORIZE THE OWNER OR THEIR AGENT TO FILE THIS PLAT OF SUBDIVISION WITH THE COOK COUNTY RECORDER'S OFFICE. FIELD MEASUREMENTS COMPLETED ON MARCH 12, 2024. SIGNED ON MAY 8, 2024 M3 PROFESSIONAL ILLINOIS LAND SURVEYOR NO. 3584 MY LICENSE EXPIRES NOVEMBER 30, 2024 ORDER NO. 2024- 3189 4— 002 DATE: MAY 3, 2024 PAGE NO. 3 OF 3 SC A E: = 40 FEET G:\CAD\2024\2024-31894\2024-31894-002.dwg Unless otherwise noted hereon the Bearing Basis, Elevation Datum and Coordinate Datum if used is ASSUMED. COPYRIGHT GREMLEY & BIEDERMANN, INC. 2024 "All Rights Reserved" DESIGN FIRM LICENSE NO. 184-005332 EXPIRATION DATE: APRIL 30, 2025