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Plan Council Packet 2006 05-25-06 cly.o United City of Yorkville Memo z: 800 Game Farm Road EST. -� v IBM Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 LLE PLAN COUNCIL AGENDA Thursday, May 25, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Corrections 2. 9:30 a.m. PC2006-32 - Del Webb Unit 1 Final Plat 3. 10:00 a.m. PC2006-30 - Grande Reserve Unit 24 Final Plat 4. 10:30 a.m. PC2006-22 - Heartland Crossing Preliminary PUD Plan (revised) 5. 11:00 a.m. PC2006-33 - Wal-Mart Zoning, Preliminary Plan and Variance t UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC # APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Pulte Homes 4/7/06 Development Name: Date of Submission: ' 1. Name of Petitioner(s): Pulte Homes Address: 2250 Point Blvd . , Suite 401 , Elgin, IL 60123 Phone Number: (847) 841-3500 Fax Number: ( 847) 783-0875 2. a). Street address and physical location of subject property: NW Corner of Galena and Rt . 47 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 46 .96 (Unit 1-13 .02 , Unit 2-27.83, Westhaven Blvd-3 .42 e e Blvd-2 .69) 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Matt Cudney 2250 Point Blvd . , Suite 401 , Elgin, IL 60123 ( 847) 841-3583 (phone) (847) 783-0875 (fax) Attorney: Name: Charles L. Byrum (Gardner, Carton & Douglas) Address: 191 N. Wacker, Suite 3700, Chicago, IL 60606 Phone Number: ( 312) 569-1222 Fax Number: (312 ) 569-3222 Engineer: Name: Pete Huinker (Smith Engineering) Address: 759 John St . , Yorkville, IL 60560 Phone Number: (6 3 0) 553-7560 Fax Number: (6 3 0) Land Planner: Name: Pete Verdicchio (SEC Planning Consultants ) Address: 12357 Riata Trace Parkway, Suite A205, Austin, TX 7872 Phone Number: -( 512 ) 246-7003 Fax Number: ( 512) 246-7703 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best ttof their knowledge its contents are true and correct. Date: q Egjt b Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) ., Subscribed and sworn to before me this r4k day of .� ,200 66,- JkU-,4J-4,U Notary Seal THIS APPLICATION MUST BE NOTARIZED. M rR NOF ILLINOIS W S:12/18ro7 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 WESTHAVEN UNIT 1 THAT PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH O1 DEGREES 18 MINUTES 23 SECONDS WEST, ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 881.78 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD AS DEDICATED , AS DOCUMENT NO. ; THENCE SOUTH 74 DEGREES 27 MINUTES 30 SECONDS EAST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 18.37 FEET TO A BEND IN SAID NORTHERLY RIGHT OF WAY LINE; THENCE SOUTH 74 DEGREES 04 MINUTES 32 SECONDS EAST,ALONG SAID NORTHERLY RIGHT OF WAY LINE, 322.09 FEET FOR THE POINT OF BEGINNING; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 29 DEGREES 02 MINUTES 11 SECONDS WEST,AN ARC LENGTH OF 39.30 FEET; THENCE NORTH 16 DEGREES 00 MINUTES 10 SECONDS EAST, 116.03 FEET; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT WITH A CHORD BEARING OF NORTH 24 DEGREES 48 MINUTES 57 SECONDS EAST, AN ARC LENGTH OF 166.13 FEET; THENCE NORTH 33 DEGREES 37 MINUTES 45 SECONDS EAST, 86.79 FEET; THENCE SOUTH 56 DEGREES 22 MINUTES 15 SECONDS EAST, 33.10 FEET; THENCE NORTH 33 DEGREES 37 MINUTES 45 SECONDS EAST, 125.45 FEET; THENCE NORTHEASTERLY ALONG A NONTANGENTIAL CURVE TO THE RIGHT WITH A RADIUS OF 65.00 FEET AND A CHORD BEARING OF NORTH 30 DEGREES 27 MINUTES 19 SECONDS EAST, AN ARC LENGTH OF 73.70 FEET; THENCE NORTH 08 DEGREES 16 MINUTES 51 SECONDS EAST, 121.98 FEET; THENCE SOUTH 81 DEGREES 43 MINUTES 09 SECONDS EAST, 153.00 FEET; THENCE SOUTH 80 DEGREES 19 MINUTES O1 SECONDS EAST, 115.56 FEET; THENCE NORTH 56 DEGREES 54 MINUTES 05 SECONDS EAST,299.29 FEET; THENCE SOUTH 33 DEGREES 05 MINUTES 55 SECONDS EAST, 281.18 FEET; THENCE SOUTH 56 DEGREES 54 MINUTES 05 SECONDS WEST, 180.56 FEET; THENCE SOUTH 49 DEGREES 45 MINUTES 28 SECONDS WEST, 48.87 FEET; THENCE SOUTH 43 DEGREES 17 MINUTES 15 SECONDS EAST, 42.59 FEET; THENCE SOUTH 48 DEGREES 14 MINUTES 40 SECONDS EAST, 44.37 FEET; THENCE SOUTH 20 DEGREES 26 MINUTES 20 SECONDS EAST, 136.49 FEET; THENCE SOUTH 09 DEGREES 21 MINUTES 36 SECONDS WEST, 97.71 FEET; THENCE SOUTH 15 DEGREES 20 MINUTES 15 SECONDS WEST, 51.00 FEET; THENCE SOUTH 48 DEGREES 37 MINUTES 44 SECONDS WEST, 102.65 FEET; THENCE SOUTH 02 DEGREES 17 MINUTES 09 SECONDS EAST, 70.50 FEET; THENCE SOUTH 15 DEGREES 20 MINUTES 15 SECONDS WEST, 51.00 FEET; THENCE SOUTH 15 DEGREES 55 MINUTES 28 SECONDS WEST, 85.44 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SAID GALENA ROAD; THENCE NORTH 74 DEGREES 04 MINUTES 32 SECONDS WEST,ALONG SAID NORTHERLY RIGHT OF WAY LINE, 782.81 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. WESTHAVEN UNIT 2 THAT PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH 01 DEGREES 18 MINUTES 23 SECONDS WEST,ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 881.78 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD AS DEDICATED , AS DOCUMENT NO. ; THENCE SOUTH 74 DEGREES 27 MINUTES 30 SECONDS EAST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 18.37 FEET TO A BEND IN SAID NORTHERLY RIGHT OF WAY LINE; THENCE SOUTH 74 DEGREES 04 MINUTES 32 SECONDS EAST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 1104.90 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 15 DEGREES 55 MINUTES 28 SECONDS EAST, 85.44 FEET; THENCE NORTH 15 DEGREES 20 MINUTES 15 SECONDS EAST, 51.00 FEET; THENCE NORTH 02 DEGREES 17 MINUTES 09 SECONDS WEST, 70.50 FEET; THENCE NORTH 48 DEGREES 37 MINUTES 44 SECONDS EAST, 102.65 FEET; THENCE NORTH 15 DEGREES 20 MINUTES 15 SECONDS EAST, 51.00 FEET; THENCE NORTH 09 DEGREES 21 MINUTES 36 SECONDS EAST, 97.71 FEET; THENCE NORTH 20 DEGREES 26 MINUTES 20 SECONDS WEST, 136.49 FEET; THENCE NORTH 48 DEGREES 14 MINUTES 40 SECONDS WEST, 44.37 FEET; THENCE NORTH 43 DEGREES 17 MINUTES 15 SECONDS WEST, 42.59 FEET; THENCE NORTH 49 DEGREES 45 MINUTES 28 SECONDS EAST, 48.87 FEET; THENCE NORTH 56 DEGREES 54 MINUTES 05 SECONDS EAST, 120.56 FEET; THENCE CONTINUING NORTH 56 DEGREES 54 MINUTES 05 SECONDS EAST, 60.00 FEET; THENCE NORTH 33 DEGREES 05 MINUTES 55 SECONDS WEST, 277.39 FEET; THENCE NORTH 56 DEGREES 54 MINUTES 05 SECONDS EAST, 110.00 FEET; THENCE SOUTH 33 DEGREES 05 MINUTES 55 SECONDS EAST, 102.00 FEET; THENCE SOUTH 54 DEGREES 10 MINUTES 46 SECONDS EAST, 109.32 FEET; THENCE NORTH 75 DEGREES 53 MINUTES 58 SECONDS EAST, 100.76 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 39 SECONDS EAST, 580.26 FEET; THENCE NORTH 87 DEGREES 46 MINUTES 28 SECONDS EAST, 60.00 FEET; THENCE NORTHERLY ALONG A NONTANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 230.00 FEET AND A CHORD BEARING OF NORTH 11 DEGREES 05 MINUTES 28 SECONDS WEST, AN ARC LENGTH OF 71.18 FEET; THENCE NORTH 70 DEGREES 02 MINUTES 36 SECONDS EAST, 131.55 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 39 SECONDS EAST, 37.50 FEET; THENCE SOUTH 00 DEGREES 04 MINUTES 21 SECONDS EAST, 1359.30 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SAID GALENA ROAD; THENCE NORTHWESTERLY ALONG SAID NORTHERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 183787.23, AND A CHORD BEARING OF NORTH 74 DEGREES 01 MINUTES 03 SECONDS WEST, AN ARC LENGTH OF 372.95 FEET; THENCE NORTH 74 DEGREES 04 MINUTES 32 SECONDS WEST,ALONG SAID NORTHERLY RIGHT OF WAY LINE, 866.02 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. WESTHAVEN BLVD THAT PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH O1 DEGREES 18 MINUTES 23 SECONDS WEST, ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 1598.68 FEET; THENCE NORTH 85 DEGREES 18 MINUTES 22 SECONDS EAST, 13.53 FEET; THENCE SOUTH 76 DEGREES 48 MINUTES 32 SECONDS EAST, 26.96 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 04 DEGREES 39 MINUTES 22 SECONDS EAST, 188.13 FEET; THENCE SOUTH 75 DEGREES 44 MINUTES 56 SECONDS EAST, 17.09 FEET; THENCE SOUTH 60 DEGREES 53 MINUTES 55 SECONDS EAST, 136.56 FEET; THENCE SOUTH 75 DEGREES 44 MINUTES 56 SECONDS EAST, 132.00 FEET; THENCE SOUTH 19 DEGREES 21 MINUTES 12 SECONDS WEST, 29.41 FEET; THENCE EASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF SOUTH 70 DEGREES 15 MINUTES 46 SECONDS EAST, AN ARC LENGTH OF 13.94 FEET; THENCE SOUTH 69 DEGREES 52 MINUTES 44 SECONDS EAST, 249.24 FEET; THENCE EASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 585.00 FEET AND A CHORD BEARING OF NORTH 81 DEGREES 13 MINUTES 31 SECONDS EAST, AN ARC LENGTH OF 590.06 FEET; THENCE SOUTH 37 DEGREES 40 MINUTES 14 SECONDS EAST, 80.00 FEET; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 09 DEGREES 36 MINUTES 56 SECONDS WEST,AN ARC LENGTH OF 37.28 FEET; THENCE SOUTH 33 DEGREES 05 MINUTES 55 SECONDS EAST, 7.20 FEET; THENCE SOUTH 56 DEGREES 54 MINUTES 05 SECONDS WEST, 60.00; THENCE CONTINUING SOUTH 56 DEGREES 54 MINUTES 05 SECONDS WEST, 239.29 FEET; THENCE NORTH 80 DEGREES 19 MINUTES O1 SECONDS WEST, 115.56 FEET; THENCE NORTH 81 DEGREES 43 MINUTES 09 SECONDS WEST, 153.00 FEET; THENCE NORTH 77 DEGREES 49 MINUTES 40 SECONDS WEST, 28.61 FEET; THENCE NORTH 73 DEGREES 30 MINUTES 06 SECONDS WEST, 120.00 FEET; THENCE CONTINUING NORTH 73 DEGREES 30 MINUTES 06 SECONDS WEST, 43.63 FEET; THENCE NORTH 69 DEGREES 07 MINUTES 16 SECONDS WEST, 153.00 FEET; THENCE NORTH 76 DEGREES 48 MINUTES 32 SECONDS WEST, 286.08 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. DEL WEBB BLVD THAT PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH O1 DEGREES 18 MINUTES 23 SECONDS WEST, ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 881.78 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD AS DEDICATED , AS DOCUMENT NO. ; THENCE SOUTH 74 DEGREES 27 MINUTES 30 SECONDS EAST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 18.37 FEET TO A BEND IN SAID NORTHERLY RIGHT OF WAY LINE; THENCE SOUTH 74 DEGREES 04 MINUTES 32 SECONDS EAST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 152.09 FEET FOR THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 60 DEGREES 57 MINUTES 49 SECONDS EAST,AN ARC LENGTH OF 39.24 FEET; THENCE NORTH 16 DEGREES 00 MINUTES 10 SECONDS EAST, 116.27 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 660.00 FEET AND A CHORD BEARING OF NORTH 24 DEGREES 27 MINUTES 05 SECONDS EAST,AN ARC LENGTH OF 194.64 FEET; THENCE NORTH 57 DEGREES 06 MINUTES 00 SECONDS WEST, 49.29 FEET; THENCE NORTH 20 DEGREES 52 MINUTES 44 SECONDS EAST, 120.08 FEET; THENCE NORTHEASTERLY ALONG A NONTANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 65.00 FEET AND A CHORD BEARING OF NORTH 36 DEGREES 57 MINUTES 03 SECONDS EAST, AN ARC LENGTH OF 94.36 FEET; THENCE NORTH 85 DEGREES 21 MINUTES 52 SECONDS EAST, 37.99 FEET; THENCE NORTH 20 DEGREES 52 MINUTES 44 SECONDS EAST, 130.64 FEET; THENCE SOUTH 73 DEGREES 30 MINUTES 06 SECONDS EAST, 163.63 FEET; THENCE SOUTH 77 DEGREES 49 MINUTES 40 SECONDS EAST, 28.61 FEET; THENCE SOUTH 08 DEGREES 16 MINUTES 51 SECONDS WEST, 121.98 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 65.00 FEET AND A CHORD BEARING OF SOUTH 30 DEGREES 27 MINUTES 19 SECONDS WEST, AN ARC LENGTH OF 73.70 FEET; THENCE SOUTH 33 DEGREES 37 MINUTES 45 SECONDS WEST, 125.45 FEET; THENCE NORTH 56 DEGREES 22 MINUTES 15 SECONDS WEST, 33.10 FEET; THENCE SOUTH 33 DEGREES 37 MINUTES 45 SECONDS WEST, 86.79 FEET; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 540.00 FEET AND A CHORD BEARING OF SOUTH 24 DEGREES 48 MINUTES 57 SECONDS WEST, AN ARC LENGTH OF 166.13 FEET; THENCE SOUTH 16 DEGREES 00 MINUTES 10 SECONDS WEST, 116.03 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 29 DEGREES 02 MINUTES 11 SECONDS EAST, AN ARC LENGTH OF 39.30 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SAID GALENA ROAD; THENCE NORTH 74 DEGREES 04 MINUTES 32 SECONDS WEST, ALONG SAID NORTHERLY RIGHT OF WAY LINE, 170.00 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. % United City of Yorkville Memo + 800 Game Farm Road Im Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE �yJ Date: May 18, 2006 To: Lynsey Johnson From: Travis Miller Subject: Westhaven—Del Webb May 25,2006 Plan Council Comments Upon review of the Landscape Plan prepared by Smith Engineering Consultants, Inc. April 7, 2006, I have prepared the following comments: Preliminary Landscape Plan 1. The Landscape Ordinance requires shrubs to be installed at a minimum size of 24". All shrubs are listed by container size—not plant size. Revise the Plant List accordingly. 2. All other landscape improvements are consistent with the Preliminary Plan and the City's ordinances. May 18, 2006 TO: Travis Miller FROM: Anna B. Kurtzman,AICP SUBJECT: Westhaven Final Plats The Department of Building Safety Staff has reviewed the entry monument signage for Westhaven Units 1 and 2. Based upon our review we noted: 1. A portion of the walls will be going across utility easements. Engineering staff noted that the water main is proposed to go under one of the sidewalks so the water main won't directly impact the walls, however, the sidewalk is a fairly narrow area should work need to be done on the 16'pipe. It was suggested that the footings for that segment of the wall adjacent to the sidewalk/watermain should be 8 feet deep to keep the wall from being adversely impacted should work be needed on the pipe. 2. As the walls will be going across utility easements has ComEd, Gas, etc been contacted? Does the applicant know where those lines will be located? How will these utilities be protected and will the utility companies have the space they need to conduct repairs? 3. It is staff's understanding that Westhaven Blvd will be private yet I see a note on the April 25th drawing indicating a 120' wide ROW. /abk c: W.Dettmer filename: C:\Documents and Settings\AnnaWy Documents\Westhaven\Signage 5-18-06.doc FINAL PLAT O F SUBDIVISION A B SMTTII ENGINEERING CONSULTANTS, INC. - A BLANKET U/ItITY,ORAfNACE AND PEDESTRIAN EASEMENT CITIENGINEE I NGI CO AND CONSULTANTS, �`�S'�IpVGLE-FAMLY (WAA1P LOTS) PER THE EASEMENT PROWEONS SHOWN HEREON,IS HEREBY vmnlexe�O1�,,, y3 /VACK A EdSl7 DET� -_ \\ DEDICATED 01£8 ALL OPEN SPACE LOGS. ALL LOTS SLiALL k4VE 10.0 FOOT V�l E S T H A V E N P • U • D ° I,\ r,, CLIM" PROFISMNAL Df4flCN nRX f I84-000108 FKOVl, 10.0 FOOT FEAR AAC) 5 FOOT -..� o q SOLI UTL?Y a DRAACE E,101 UNIT # 1 N07Fc Lft.EW OTF6 NOTED nN.Q, A PLANNED UNIT DEVELOPMENT - .' -- !.EASEMENT DIMENSIONS ARE TmfCAL UNLESS 07HERWSE l/m/cATED ) - ` j PART OF SEC 5-37-7, BRISTOL TW P., /'' / � � C RY x OF 2. WHERE CITY STORM SEWERS SAMrARY SEWERS OR WATER ! `Y LAND USE ACRtAGE TOTAL ACRES UNITED CITY OF YORKVILLE, KENDALL CO., ILLINOIS - MANS ARE RUN ALONG SIDE 107 LIA1E&A MfNINUAI 20 FOOT NU7E ' �-..` '. = AAA f / SINGLE FAMLY DETACHED-CLASSIC(LOTS 1- 6-11 d 74-JI 4.66 ac. .761 (10 FEET EACH SIDE)PUBLIC UTILITY AND DRAINAGE EASEMENT /{ - �" / SINGLE FAMILY DETACH£0-MANOR LOTS 4 d 5 0.J2 oc TX 94ALL BE PROVWD. I/ T '.....- - �1"�' ^\ $. �B SINGLE FAMILY DETACHED-PREARK RUTS IT d Tjj 0.48 x, 4X c � _ _ LOT 31 \ \ RETENTION d OPEN SPACE LO 5 -1 4 x 4Jx / �, QR, ROADWAY EASEMENT LOT 3002 2.02°c ISX 0'P.U.dTA.E. ! ! ! // IO' TOTAL GROSS ACRES iS02 ac TOOL - --- 'M1---y_ 153. - -- t0 ^ °48. j TOTAL REVOENDAL LOTS=31 t / / 00'S81°ey.,,, P.0 trD•E• 4\ LOT 3O `�'.\REAR IO'--1 I►- -- ffTBAACK L stool ana S, URCEST RREOEHTIAL LOT to SIE= %76 S.F. r _ \/ ,f. AVER£ST REEO£IIDAL LOi SIZE_$760 Sr. .udO.E � LINE / / / � 1 / 5� 51 115.x .@/\ ` �'q� \ t00 � AVERAGE RE90£N7/AL LOT EIE=7,673 5F� fa MIN.90E LINE(rorAy SETBACK 5• I N°°0i �Dr UAL(TOTAL) I J $�Lora $A LOT I I J 1D' 'o•�- '1 S9rGLEFAA'�Y CCl11SSlC E PR6L�R LOTS) .u:dD.E. NoRj° Hom° 1--40'P.U.dD.E. -_� j !�, ! 2 asTSO srw ar a.aa Sfyf W ' �a.udaE '.r,„ Q mF'b�\ �� \ SETBACK A/1D EAST L.IETAL X SIDE ! I 1 2 q Ef!�1 LOT 24 L� f t /� ►► /\ SETBACK ' ,•„ 'P.U.dO.E. I 'y. ALL LOTS SI'fALL HAVE K).O FOOT ^ $a 4x1 sr. r f5' FRt�tTT. K70 FOOT REAR ANC 5 FOOT P.U.&O.E �r 'CIO, OAWE / / ' L -sa Y! 2" .7�•�a>�4�F/t �' `'-ia^ /� t P. SL1E UT/J"J•Y B DRAIVAGE E4S9Wffv7S, 20'FRONT > - / L=73.70 R=66. �4s� £ n \ 1 t�1 \\ LOT. \�. \ Lf4ESS OTFBWOW NOTED ` 1 t. 1 7739 SA SETBACK a J� CH=69.-02 e-, S• r� \ ,' IS' I I 5' F'� '� / p p 1.£Aff1AEN7 DIMENSIONS ARE TYPICAL UNLt35 OTHFRIMSE/ND/CATEO LINE c •t/ CB=N30°27'1f�"E _ I `1 2 Ia,v si �. \\ Lori w w. `' STORM SEWERS.SANITARY SEWERS OR WATER PROPERTY C�' S7R�'7 %/ �A S 4A aau 2 emu' \ / N \� AHANS£ARE RUN ALONG SIDE LO LINES A NN/MtJtN 70 FOOT WIDE' W (Q LINE -- --_NOT TO SCALE / 20.00' �IJ 73` / f0' �• pP 'Gi v 4�_` \ (10 FEET EACH SIDE)PUBLIC UTA/TY AND DRANAGE EASEMENT -- N87°58"E L � / yy 41\ , d \ i J SHALL BE PROVIDED. If L( 7' O E ,'q LOT3 �� / �0'P.U. E. ( /1(✓ h �.r r•P\�� S. ,� D.9. 15' � t t I aP.UmDE t` �I r r ``J V �j^Jy,y l - ✓ LOOT 01 48.87' \ `1 10'-_�i I� 1 20-REAR EY°°IF //�\`taT� Y S49� w \ .U.&O.E aBACK \ \ ', / `SSe rip. ry,a /`a,ee s ,,j, (-L'=° I I r0' C94?,O 1 try5 e�'f• is• .- '/" I r MaL SroE 'P.u.W.E I LINE ,,.1E s / v t TE EN \ 4 ( `.}� 3 �3 a i Sr � cC S43 (TOrAU 5'ast p1• LV -2 A LOT 13 A I l '1- 'E t ��r' r0•^ A 7•sa1 IF 0 n LOT 19 N 7,415 if..L�r LOT 17 Ji' - .�} 4ao2 s< w aD06 Sf. ,> •+ l t SL' `JAI / `5 4�. ^, Lm is // ' v /d'} Lars 5.f6' 10'ALL tic / ��' '�6• °s\ ' 1 ! 2a a2"IF /� all9IF. LOT 1& -w�i'Nv,•, 10TFFQNT. _>z-- t oar ai J L \� .� gAd _aL Tr Q yy�u IF./ / N /�N6 N /f`-.J �t f1 t! Apt C N ^t Ip2g14 47 / 6fi it \`!a / LOT] `\ N Y�'I' LOK sr J �i p. a1F.s.f. _ l o PROPERTY S7R�T \�1iaOTsr Si e� �t30D51£i'� 'aL _uNF - -�� - - -NorroscaeE W Sd i \"•c i N73 t IL4°O6I , C.,RVETABLE //I ^o(,•r?ry �'v�'' \i//�'1 /� � _t20.33 ----�----- ---1 i CURVE LENGTH RADIUS CHORD RD BEARING I/ p LOT t3 q rN7A'11 iT.94= 1 I CI _ 39.27 25.00 M.36 Nii•54'05'f fff Ta°s9 Sr. 6t, C2__ 39.27 &SAO 3536 N78.05'S3'V I I I i g• �9 I I C3 21.11 25.00 2049 S44'42'00'E I ! I -N` a2W IF h� C4 25.12 25.00 24.08 N06Y2.42E / p, '11 '� A" f C5 35.64 2500 32.70 S03.00'26'E I N L1- C6 3564 25,00 32.70 N78.40'15'E r �Ar OL tII A �m S"'-�- \� t." �to. �a•�� CB 22.83 2S� 22-05 SSS•3355'E 16'37' J ,PU. C9 19970 60000 !9078 S47.22'00'V $74°2730'E I °� " 1 LOT12 4� .3 81 < .0 i CIO 37&71 325M 355.98 144B'3(.46'V b u JI 1 rI _ ^GI :O;aF \\ `` ► 5' 'bT''O.� P u,Am E• l '5WRMWATER MANAGEMENT e1 /p V LOTtt �"\ Y CO J L=39.30 R=25.00 o\ `/ p /L� - - TO BE CLWVEYEO 0 THE H.O.A) } °� a0n Sf. �t \ \• CH=35.36 CB=S29°02'1 VE ( sy a fMI/T j! CORRESPONDS IMTH N£1OIIBORHOOD jl PDS. n prL e�' AS SHOWN ON PRELIMINARY P.U.O. PLAN. L R.,_ 08879;12$ "1 TO'TO COVI£YED (yypD � 7 5 IS TO KENDALL COUNTY N y \ B FOR ROADWAY PURP R?' P.O.C. FOUND f'IRON PIPE sq E"0 A CORNER \ -� m GRAPHIC SCALE HA n>=AREAS DENOIE PRIVATE ROAD d U7LI7Y EASFY PRIVATE ROADWAY EASEMENT TO 8E OWNm AND MANTAlN BY \_ J` NORTH LINE OF GALENA ROAD L1 THE HOMEOWNERS ASSDOYA TTOr1.SEF ROADWAY EASEMENT �� B2.8I HERETOFORE DEDICATED PER - PRONSILWS ON PACE 2 N74° DOC.NO. 145193 t 3z1j, 1.ANAFOTA17ON AB®RENADONS- NO 6SL -BUILDING SETBACK LINE G�7 POB= ^i PONT OF BELTNN/NC POC=PONT OF COMMENCEMENT V,4 \ p h F#"L. FILAT CO= SLB0V6AC N D.&LLr.=DRAINAGE d UTILITY EASEMENT LEG= ,�tt S W.M. STORM WATER MANAGEMENT �O�yQ O \ °O VVES7k4 VEV P.UD. TAE = TEMPORARY ACCESS EASEMENT - CENTERLINE ? L,IVT Al LE _LANOSCAPF FASEAOE74T H.O.A. =IIOUEONNER'S ASSOCIA77CW I BOUNDARY LINE RE-ROADWAY EASEMENT ROABWAY W EASEMENT Z DaS PROPERTY IS 7NfN THE CORPORA U9TS O INE UNITED CITY OF YOW4LE. .- .1 DIMENSIONS ALONG CURIES ARE ARC DISTANCES UNLESS ONERWISE NOTED. - IOT LINE yQ ttEN90M6 DIN BT MT: DATE PROJECT MO. .ACS 04-07-OB M_EBB-LK009D.OI 4.NO 04WENMCWS SHALL BE ASSUMED BY SCAUNC MA'LDKNC SETBACK LINE \ z _ DSM Bl`. Nl`. MOR2 SCALE. 9iEET NO• 5.LOTS 2005 d 3002 TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. EASEMENT LINE \ \ - 4. CHW BY: NT: VFRT SCALE: I OF 2 d.ROADWAY EASFNENI 04ER LOT.7002 IS HEREBY CRANIETA - \ S CLD I NIA s, C3 Yak N z �f a +�-'- �J•b#,qtl g € MIA � ft will z��S2oRaa � i�W �o �"� w � Cw � �x'ag " i$ woy°w" w�F 3"RS un8� z �€E � Sg 5�,a �4 � �w"'"7 � 11, ag �if .-�� S �Sk"' $" �g°g� r: Jow �& w " 3 � w �4�t ,'Igf gg° g - ; w � o� �o Wo.i ti 3 z iMm y� Oil, "s J � ; P€i§fib"yy7�g$ �; wg $ � 10 ��_ � m � ° °2w g or F �t �zo w$$ Xr3� °�- 75,° SS° I $� �€ ° d� °x o < o m a�Q z� a� "� q`h fly z "y�wF'�A gja$�§�o6 a o u6 3 �a'xa $" maa �Swgsa 'MI a"�� F w�� ° �" Y y ��`�a2 � `g = F ism 1 4 : glnfl� gw�� cog HI i $�€� LS B ' �<°."cw" ff� 9c 5rc x �w' = og g vg , moo °� 8caw of €� o a•N ' ��` '' � y"$ mw s'Y tl � 6 a � � x �G� o8 � oz °m t �° g 3 w ag " w� ° sg LY YJ� s ww �<w w wads7aesEa � dx� 3 € � ogWO c2, eBS Lam^ dd w �3 w 2 F• V < W Wy Q 0 w 3 u N 3 WZp y 2 .JJ $o ff R 03 1.o < 1 Z I < ,�+ u Z N 3LVVVSyc '•+ ' o �e�l I �' I i `� R Z v.LL /� L a 3 ►/� a u a �s� $� z u < I � �� I ° it FLZ�U < �al l�`2` SLR CTI�V1 LAW O m yW...� Q fir`', �N m� •5 Oh � mgM1y Wn6 c& pTg� I j'S-I '' ��+�c3��'`"W�Q��W<`�•kk'k'��°ypW"��'$',<,�wil�Y?��.'$�'��'�8 YS 5`ya* S � v � - �� h�¢2$gy�y$U-�S�< Nti <��oyyy ayQyQy ygyyy�lQnaa �°?^' p � 2 Sa aco .� � s �t sE �y'' �bl '�$3i5ts � ' 6 `aFSa uuc�u uu uu W g ��-�'q�qN'y�y��`Y�Y��`�Yn�'�NipX�'>0hM'��v'�'�� 1° v,WWwx y ul uiyuf y yy WV SS T O > °.T•g E�' �..••w � � < W>Wp a^tye�OV.I��gW`IQ�1C�'I.n.�NhRh^n��o „4�„ �'`•_�.'^ u I v�v°'9.� ° 6 b §O�wc<�W�{Yi�3C'° $�C IN.N ao�$ <4 �.� 8 i �Rtio3< <i� o l -' i aata s�a$°ssazos@ �agYpRv�c�t $a° �yFy SMITH ENGINEERING CONSULTANTS, INC.FINAL PLAT O F SUBDIVISION CT/S AL I I O AN W E S T H A V E N P . U . D . uA.¢WOTS PTeorLSSeoNU DesL9N rmlc/LeA-oaaLOe rnm.�,tc.asorH-IPe.9 DEL WEBB BOULEVARD � 7�Ft.DA A PLANNED UNIT DEVELOPMENT PART OF SEC 5-37-7, BRISTOL TWP., LARD USE SL.11M,UaRY UNITED CITY OF YORKVILLE, KENDALL CO., ILLINOIS vT�yR^�`1 �` XOF Z r V e LAND USE ACREAGE TOTAL ACRES ��G 1^ REIENTIQV A OPEN SPATS(LOTS 7060 k 1001) 0.7<ac 72X J./ ROADWAY EASEMENT LOT.LOCO 1.95 oc. 72� I ! �\ 1 TOTAL GROSS ACRES 2.69 0 1GOR 5 3 28-61, — - --. _ - 77 4940+E 2 —c 37-W L=94.38 R-65.00 NB5-�1'5YE f % -}- - - •-' i ` �.2SC5=N36°57'03-E- 11 i a, ` v it LOT 2000 � LT 20DI r2OA9 ST: 20.00' =F �' S87e58'20'W L=73.70R-6500 - 10 oh CH-69.82 C8 S30'2T19'W 0 a QD r ' �C 1 c CEN TERUNE I ON BOUNDARY LINE I ti w U0 ^.ICrN s LOrUNE EASEMEN7 I htr �G t F"V�1 HOLDING SETBACK LINE 18.37' _o „ EASEMLNI LINE `---- < I S74°27'30'E a U NO _ I L=39.24 R=25.00 ^ - A BLANKET UTILITY,DRAINAGE AND PEDESTRIAN EASEMENT ` - CH=35.33 C8=N60°57'49.E N 51 PER THE EASEMENT PROVISIONS LOT HEREON,IS HEREBY DEDICATED OLFR AIL OPEN SPACE E LOTS. 0 ®HAICHLO ARFAS DENOTE PRIVATE ROAD&UTILITY EASEME!� PRIVATE ROADWAY EASEMENT TO BE OWNED AND NAINTAMIm Br \ L=39.30 R=25.00 GRAPHIC SCALE THE HOMEOWNERS ASSOCIATION.SEE ROADWAY EASEMENT 1I I 770 CH=35.38 CB=S29°02'11-E PRONSJpIS ON PAGE 2. POA. 1.ANNOTATION A89REWA77ONS- _` `l_ Np7M LUIS OF GALENA ROAD 1 Itta-30 [L B.SL. =BVILINNG SETBACK LINE K _ HERETOFORE DEDICATED PER POE=POINT OF BEGINNING �I �__ AD .� - OOC NO. 14519J POC PONT OF COMMENCEMENT �Im \ u \ FNAL PLAT OF SLUDCVI5I0N Od¢/.E. =DRAINAGE k UTILITY EASEMENT SMM.=STORM WALK MANAGEMENT mIJ ` V 20 1D BE:ON KEYED WESTHAVEN PLID. T.A.E. = TEMPORARY ACCESS EASEMENT W C2 'C KENDALL COUNTY LE. -= EASEMENT �� h '8 _ FOR RW�WA�Y P R O ES DEL WEBB BOLLEVARD N.O.A. =HOMEOWNER'S ASSOCIATION "� V s \� \ - / YORKVILIF, ILLNOIS R.E.-ROADWAY EASEMENT / 2. THIS PROPERTY IS W7MN THE CORPORATE LIMITS OF THE UNITED CITY OF YORK - N R. I DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OIHERWSE NOTED. D11N BY: TNT: DATE PROJECT X0. 5 r5 1. ,.CS U-07-76 W£AB-0601T4.Of <.NO DIMENSIONS SHALL BE ASSUMED BY SCALING tt� m \ - 2 DSTI BM M(T: VIORIZ SC.i s. 5B O if 5.LOTS 200G 2001 R 3000 TO SE OWED AND MAINTAINED BY THE HOMEOWNERS TISSOCTAITON. 6 8 �. P.O.C. ` \ - 1 - 6.ROADWAY EASEMENT OVER LOT JOOO IS HEREBY GRANTED. ?0 R, fOUNU I'IRON PIPE AT CORNER ♦ (]•(Or. 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Q N < W k 7ti' ? �e Z' 3 Ma ° -1 Q j F., ^' Z N 82yzy o� o viGSa I I = 3: w y �( < Z LL li tg Z Z r�l 7� o camn, " m � 1i.� 1� S<S o=py�� c�4p'� '�a2�y 3° < < c�n�p7 ap S I "' e° O `a '; o he , y ey y>g �.G• ti- �b S W aoNM o{V i - _ _-..._.__ _. _....._.......__.. ,B `_ nch� $�n o_ W r�R��m� U ��lV �•fR •FW=,�-6�� nW\8 yyF�^g V � WW W WW I�i 1n 2 1'i'N 5y�� N �C��W RUN i <° UZR Ciy of 8Y9O ," a. 5 'Lt<'n y � v,��gC;�g��h"�� G5 0��0��2(W�1yU0�<yU2�•�N2ti•"roW��'I ti.�a�N�jp��NV��b h^q�O�iW a°�OV °$°°b y 'sc ,$ �k ��W`zv"Y� <yW W< W O��x�y��°uLC2 �lk �� •Ny� °S}° ��0�� I D$ 3a g3 �1 sg $° y<i '' < ».'-•~�U '� W2Nfyy$ yy< u`u�'3'' >"Ni°o� iw$$ a�o`n° a ~a ° ^ 44 +� 4�� m �xJ Q�2"�R"ty�nncW�W1�o�'2<pp°„h.�crr�� aa°2�24<34"IQ§' cn$g S= Z• S[1 A ^ �`Y W�d��g Ih6��4�°p��'2a<]�WOO�`yy.f•f�<�j¢�`o3�� cB�T .y€S q� 5 ak 5 `a° ..cEg6 a_$ >&,�WU< °� yYZ<WN �a ❑g WaW<�_ u°�g¢ '•Fp`v= 5°- J� « y; S'� � il�L°� � E y �.�� <kl ^<m $� o a byy y� v & gsV5 c I �2$. � aS ° ° °°' � �'$�+° �9?� �� a� rz ��y bSR<� $9�7 ' � 'z3h �bR � 8h ��bDln '��e �oE3�o Gi 6d e Y 'PCoPE3o I p SMITH ENGINEERING CONSULTANTS, INC.FINAL PLAT O F SUBDIVISION TII, E MTO SOI9 ValESTHAVEN P . U . D . UNIT #2 'PROFLSSIONAL D681GN f7RM/184 000108 A PLANNED UNIT DEVELOPMENT PART OF SEC 5-37-7, BRISTOL TWP., m p P Q i UNITED CITY OF YORKVILLE, KENDALL CO., ILLINOIS P.u�.E• N hE __ _ 355 opp (` ^u`s i _ _-,__ _ '. - -__ ---I__-_'. T._ -_T'... `! X3155 37.50' ��°moo? / ��._--_ __�_ - _ r, I y I filly '� 00_ !• �� 'rt�YcG' I lu LOT 32� ' ;` I ( �m L=71.18 R=230•,00 LOT 63 ` ).762 SF, 15' I wt'I i CH=70. 9CB=NII*05'28'W LOT 33 01 J ;! .� C s,SSA°09.3 is' I r 6000' mr-N81 5'07-1-- to �•� /`+Da�aS¢ ,,• y01 , 16 ..&uE i .5W.26'N89155'39°E LOT 51 �° I + $ �N`P LOT 34 > s„F 'i5°53 83',11.89' 6148' 51.00' 51.00' 51.00' Sf.00' 51.00' S1,OD' 56.00' 56.00' 66-88'3 Of p B,wB cF da 66 f \ e. 66.93• �_-- 7r1. -na00'- � oZ° r-N8955'39'E- \`` LOT% 6L ,5M0 16 -\ z, LOT 39 s N LOT40 O LOT 41 i LOT42 LOT 43"3 LOT 44 O LOT 45 O LOT 48♦ LOi d1 d LOT f6 g o)LOT 49 m ( LOT 52 lU / ni$ zu sr. 5 Bro sr. / Al1r sr. o 0 / I+� IS �6,645 SF Np p5610 SF,,I$SB10 Sf.±$Se,L Sf nl$S6r0�F.p7$56I0 SFN OSBIO SF-. I.4160 SF.�+j$IB,i6'O SF.N$ t; S7 PU&LIE LOT 38 u' E 1G F ?O• -110.00'- % SS b9 ^b�)118 SF s� PU&U. I� ( g 1 N6955:39'E- T g J U 10' L /15' V\ )soo sF. �. J �L-�J L J .I J J L rI J P.0 PU&UE wo u� J9.3J 44 51.00' 51.00'. 51.00. 31.00' 51.00' 31.00' SB.00 56.00' 4200' gI LOT 63?U-E jo 5610 SF P.UA'U.E. ,per\ 3�S /j7 •�--N8953 J9 i _\\ 20' \ 605 a In VGA\ pl 10' . 54 a; G\\�� + .u.eOE a oSF. g Z, L=-29.44' 51.00• 51.00' 51.00' 51.00' 51.00' 51.00• 57.00• BSW' oL-1/a 009 31.07 - - - =7_- - - _--.. r-N89553"E--� fJ 7 m - r- U 2 1 4 4 I I I I N t"yr' LoT 1a O Lois a I h I `0 ).BIB SF IV $ 56,0 SF. J' ; o 1�' Q+• A6 �"��? ,ti•,LOT 131 N V N -11D. _ p >>� 0 LOT 132 a 4 LOT 130 C 4 LOT t7➢ 4 LOT 129 4 LOT 127 g 4 LOT 128 L+LOT 125 4 LOT 124 7,C)B SF 6,859 SF q,�g!SF.°• +6,59!Sf V•4 'SF 6,29,1 SF. 6,28.1 SF±m 6.133 Sf,�_�6,18!SF -- 110.00' -NB953'J9�-1 O si 1. ti�6' ni m aces• ni ni�" LOT IN 15' ` u m ni i r�7 I Pi nr r.s "1 M! d i_. S895539W �I LOT 56 .- �� 0 / LOT/06 9..M8 SF PU.&LIE } 1 f0' 4 1 N LOT 722 a $ 56'9 St '$ LOT.9F I rn 99 1.6 6+751 �'m e�\ 12147 E `5•J L J L J L._ J L.__ J L L L J L J P. .aU.F / 7 L8 PU&U.£. /+9,240 / It IS' 4,176' 4758' S 37.�' 51.110 51.00' 57.00' 51 W' SI.00' --i7C D0 % "i>'°f,� / X55 LOT 107 - Nm 82'49'02"W 56.00' 51.00' 61.00• '° 61.00' I 5/.00' SSW' S6.JO' I.. r589'S5'J9•W- LO 47 6/ as le SF. j o 10-I .&O.E - {-. .U&D.� - p' G pN� l��, B,r LOT 110 /5• 1 7Jr' O LDT 121 O SBD SF VY_ ~77.58' P.ulo £r 13• ��p+ v 3. 5610 iF. .S' O L -11,10" zl zl 1-I 12�,E-� b $b $ro �N LO,V g ro g N $N ro _.110.00= "OT 106 N77'18 ro t OT 112 d b LOT 113 N LOT 114�,N LOT'.'5 �`''N I LOT 116 b LOT 117 !� LOT 118 d!� LOT 116 N SB9'S5'J9'W-� tw _ I4.. NC ),744 SF r LOT 111 I V O 6,714 SF N p 6• SF V$6.111 SF.,�$ 7,141 SF.A p 7.M2 SF, `$6,Y13 SF±p 6.8JZ SF.r j j 6,815 SF$ 70• Or LOT 9E 20' 4? 8.457 SF. r of PURU.E &. 5F PLL&U.E $ -✓ ,-142.06 20' to- F I I 21 $ LOT120 .7.1175 'a P.G&LIE L- I L_ I J /5• ),6765F ° 955,3 o u B.5L. "� 5' P. _S 1 b E 1 N8953:T9 F o :\ LOT gT1 v -87� 56.00' 5600' 51.00' 61.00' : 61.00' Sim, 56.00 -56,W� 6500-� $,I f0'LOTw m o �rnm -sB6roJ w -11aW- 15 1TQ. ' a a ' I O P.U. OT IN J'' LOT 60 $ 887 Sf 85.19 51.00 3i�' -5 SI.W' SO' 57.00 Ste" 3 Sf"' 8$DO_ 47•w--7 FOR CONTINUATION SEE SHEET#2-NEIGHBORHOOD#2 " S, F-FAMLY (CLASSIC E PRHAM LOTS SETBACK AND EASEtENT DETA� 1 ALL LOTS SHALL 1-14VE /0.0 POOT I PPONr, 110.0 FOOT REAR A/VJ 5 FOOT NO 7, SVE UTL(TY 6 L1PAIVAfoE EASEMENTS i 6 NOTES LI+LESS 07LERN?SL NOTM 3 UNIT,/2 CORRESPOND NEIGHBORHOOD,42 A NKET UTILITY,DRAINAGE AND PEDESTRIAN EASEMENT I��n AS SHOWN ON PRELI "P.U.D_ PLAN i.£ASE MENI DIMENSIONS ARE TYP/CAL UN1E55 OTHERWISE INDICATED PER E EASEMENT PROVISIONS SHOWN HEREON,IS HEHEBY J�3T 2.WHERE bTY STORM SEWERS,SANITARY 5£N£RS OR WATER D,D TED OVER ALL OPEN SPACE LOTS. - CENTERLINE MAINS ARE RUN ALONG SIDE LOT LINES,A MINIMUM 20 I'WT WIDE 5 (10 FEET EACH SIDE)PUBLIC U70.ITY AND DRAINAGE EASEMENT HATCHED AREAS DEN07E PRIVATE ROAD S UTILITY EASEMENT. BOUNDARY LINE SHALL HE PROVIDED PRIVATE ROADWAY EASEMENT TO BE OWNED AND MAINTAINED BY THE HOMEOMVC65 ASSOCA DON.SEE ROADWAY EASEMENT -- ROADWAY EASEMENT GRAPHIC SCALE to'P.U&D.E PROW50NS ON PAGE 2. -- -- f0'P�udkar.. - -- LOT LINE ---_ _ - BUILDING SETRACK LINE CURVET w'-1 lf- 70'REAR T. TA17ON ABOREVA17ONS- f 7 S _ -_ __ CURVE LENGTH R401US CHORD BEARING .U.&D.E. SEINACK .SL.-BUILDING SETBACK LINE - EASEMENT LINE 1 Imh=60 ft 5' 4IfNF =POINT OF BEGINNING __ Cl __ 2283 25A0 S':11'29'E C2 22.83 2500 N37.58'19'E 10'MIN.5]DE tP &O.E. =PONT 6 COMMENCEMENT ____ 4 SETBACK E.-PUBLIC UTILITY&DRAINAGE EASEMENT _ C3 3927 2500 - N44'55'39'E LINE(TOTAL) SME=STORMWA7£R MANAGEMENT C4 3927 2500 N45'04'21'V I .AE.= TEMPORARY ACCESS EASEMENT LAal1D USE SLIlf4fARY FINAL. PLAT OF SLBDIVISION C5 3'3,2/ 2500 N4A 5539-E -s'B.sL I I E.-LANDSCAPE CAEOW EASEMENT L OF WESTHAVEN P.U.D. _ .O.A.=HOIUEOIwERT ASSOCIATION UT10 USE ACREAGE TOTAL ACRES C6-__- 39.27_ 2500 N44.55'40'E �5'P.U.&D.E- C/ ?2.83 2503 Si 49'40'E LPVIT -_I E ROADWAY EASEMENT SNLt£FAMILY DETACHED 14.89 oc S4; �10'PV.&D.E 7C£.= TEMPORARY CONSTRUCDON EASEMENT FE-ENDON&OPEN SPACE LOT 102 6.84 ac. 241 C8 22.83 2500 N4 30'097 Yp T/�yE, LLINOIS L _J 2. PROPERTY IS WITHIN THE CORPORA]E LIMITS Or THE UNITED CITY OF YOWWLE ROADWAY EASEMENT LOT 10 J 4.70 x. 17,E C9 37.24 25.00 S47.15'32'V -- J. SIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. 7D BE CONVEYED COT 704' 1.40 ac Sx CIO 35.84 25.00 S48'S9'46'E 20•FROAl7 a 2 __TOTAL GROSS ACRES T7.BJ or_ IW.T CI1 36.54 25.00 S18'32'Ol'V � OMI BY: NT: DATE-- PROTECT W0. SETBACK ; W 4. DIMENSIONS SHALL BE ASSUMED BY SCALING Ci2 37.74 25.00 6 S/6'20'44'E LAVE I� TO TALL RFS/DENDAL L0T5= 701 f. JCS G4-07-06 W£BB-060100.01 5 1 2006&JOOJ TO BE OWNED AND MAINTAINED BY THE HOMEOW7IERS ASSOCIATION'. C13 103.67 500.00 8 N05'S2'02'E PROPERTY o ST,7EFT LARGEST RESIDENTIAL LOT SITE=9,388 SF. 2 DM BY NT: HOItlZ SCALE: 51EET 710. LINE W 6.L IJJ TO BE CONVEYED TO COMMERCIAL FOR ACCESS SMALLEST REEL DAL LOT SIZE=3,610 Sf. C14 7.52 200.00 NOI'08'S6'V- A _ 1•=50' ---- -I--- NOT TO SCALE 7 R DWAY EASEMENT OVER LOT JWJ IS HEREBY GRANTED. AVERAGE RE4OFN DAL LOT SIZE-6,423 SF CIS 167.45 325.00 S]5'10'03'V 4 _ pN BY: NT. +ART SCALE• C16 380.41 450.00 9 N08'S2'SO'V_ A CLO N/A FINAL PLAT O F SUBDIVISION SMITH ENGINEERING CONSULTANTS, INC- clvn./sr6lrcn;nr.Y ps61s AN.sulrv[YOes WESTHAVEN P . U . D . 4 � 4,0.�. ITSiNOL9,'woT�s[ONA6 nesTCR vDUi;Lae-000LOa UNIT #2 1 F.a 6106_P.e.9 �0�F4E:5)ANDAR6 aem66.y A PLANNED UNIT DEVELOPMENT PART OF SEC 5-37-7, BRISTOL TWP., UNITED CITY OF YORKVILLE, KENDALL CO., ILLINOIS FOR CONTINUATION SEE SHEET AH-NEIGHBORHOOD 02 er.uv 61.00" 1 5L60' 1 56.00' 1 56.00' 8500=-� I I '1-`LOT Sa ✓ ' \ ''-I $I also SF. -13270'- ••2ii77( F-N8955:79 E--� ni AU- LOT,01 ( ' I Lm BD I` \ 6,891 Sr, $ 5,610 SF. Ig r ls• -17513=- I� 8.1.`18' S,.GO' 51.00' $1.00' I.' J9.50' 5T,Q7' S/.OD7 51.00' Ste' 8 00_ C--, r- L-„ODD•--j `�. (-N65'04'47'W .. ,0' I 5 J rn I -N8975'39 - LOOT 107 n I LOT Ba I m° LOT $ P.U7 I I L.T. ° I LOT $°Lm $ m R I T e, o I 1.07 BO �I LOT BiFE y ' I I TP29 SF a a rs' $ i 66 ° 67 ..B6 ° P 3 o as 83 L LO `O 060--ti ;610 SF.j 046x0 SF N$ $ ,j°5810£F $i6f6 SFN •4610 SY1 i-SfiIO Sf.$- � - w° � � sw5�� - nj �i ni �i ^{ IO, _>y /-�ig � I � I I � Ir I --58955'J9W-I�+ � LOT 80 4197fS�E I P.U.$ £B,u7 sF15' 57.00- L5!.00 51.00 J "LOO, L-51.� SI.00' l �51.00'�g 15'46fa SF. 5,6x0 xF. e°LOT ` '170. _ q9 264.00'N8955'J9T 10. 204.00'N8955'J9 E --770.00'-i-' -17000'--- -J 0.j �1' Sj4Y9Po �,�',y� U-kU.E 15`+ -SB95539"W-i�u Hr-NB935'39'�-,N rA Lm 78 L,-'To 40 ---'-' ILm 701 A LOT 91 p 10' I I$ - 20' F °$ 49M Sf. $ 4 5l yp 0795 s< (� .4620 sr t,W q �. LAAD LIES' SLA�INARY ooeYe ALL E pSi -77q �.y H 110.-00' -!1000'--j ROF N717BSr` l�3 r�571�00 f y N $ S$95539-W r -N8953•.79 E- (AND USF ACREAGE TOTAL ACRES f38u u� y d p' �' I 10' ° SlNOLE FAMILY DETACHED 14-89 oc. 54R LOT 100 y LOT 92 ? ? w P, ,AD,.LOT 71 g P.0 E.5606£1/. I$ R£TENT70N d OPEN SPACE LOT 8006 4 0r.. 24R LOT sF 10' •7 Serb se /g h 15' $ I 4,661" ($ ROADWAY EASEMENT LOT AM 4.70 oc. 1 17R P.U.RU.£ L_170.00- -71000'--J CONIEYFD TO COMMERCIAL Oi 104 J.40 ac. SR N)13y15�1'�_ y OT sJ'9u�---� d 3 -58955'J9'W- a+rl-N89s5'39'E--' T07AL CR055 ACRES 1.8J ac 1008 o y r I _ _ LOT 93 ry mI U TOTAL RESID£NT1AL L07S=101 107s 5,916£F NT,SF. � - rn ,�p a.107 SF. l� eLOT 3 d $g LOT 76 yN VAT 65 LARGEST RES lEN77 L LOT.92LE 9,388 5.510 S.F. C� *�, zl J 7,�,.�' .� �' a L_- �n -nL1a'- J I AVERAGE RES7DENAAL LOT szE=6,42,3 SF. `Ir/JI N843167 I ti �9• . "138 _ hIr_ _ _ ---_-_.._._--- -- �---. Lm 2006 °,r- :70-W--- b � LOT 98 � l LOi tl6 f0' +�6 zD�B T96 ? ]9796r£F. rvJ w I seas SLPUAU.£��I CURVE TABLE v. Co Jsr SF STOPMWAIER MANAGEMENT y LOT 76 � k132 SF. (TO BE CONVEYED TO THE H.O.A.) hl IT "L�i_ 110.00. (TO b =j1i= L 176.98=-JU CURVE LENGTH RADIUS CHORD RD BEARING --an -- I q e lY�, ~`► (=?y�9 -� W l--N7e7 I Cl- 2283 2500 - $14'2129 18.37' �°I LOT 97 I ss' y ,,i, 1" w_ "ti cz z2e� --2s.aa 22 GS N37-58'19'E:, 06.7!SF. �. Law \,. 7 '� 10' lm 67' S74°27'30"E I, 6,07sF. O h 5• LOT74 P.UAUF.6661Sr Ip C3 3927 ?5.00 3536 N4455 9 UJ �lOj oo $y 0';./h 6,ru IF a - .� O1 _ Ca - _39 25.00 35.36 Nag 74 21.V _110.p3� 10 ry9 1879'-! Im �r CS 3927 2500 35.36 N45,3421 V J9K O y �Sjs J P.U.AUE 6 Nje S3'_ J'D 58/7011' es L6 3927 2500 3536 N445539E m h 7.50M �� s3 E'er 8 ip, 71:75 w °o' E* E7 2283 2500 22.:5 S10 4940 ;> 812 LOT S6 7 y ^• y; P�E.LOr 73 5' 1' t' I LOT 58 SJ��" " CB 2283 2500 22.05 N4130'09'E ol` 2 P.oJi. `� G-� fi,s6a it ! I ]rss£r 15' I u ^� C9 37.24 _ 2500 33.89 5171532'V o$ ` 1215 jam• �1pSS �• ��.- �= 3 X141. La1J� ih %a _139 PU.AU.E. CIO _ 35.84 ---2500 3285 S48 9'46'' m ��• 20'70 BE CONV£� �• `91.3' ' -h$ �N7871',u x,� ' y 57877 jq CII _--36.54 2500 3337 __ S18 3201'V rJ r 814"Qq'\� TO KENDALL COU6 E �'I C°905 _ ry l £�- IS' L12 3774 2500 3d 26 m 3Z"F FOR ROADWAY PURF S ^I'0 LOT ,�� 10• LOT ea C13 103.67 SGO.CO 18316 NOS 202'' \ y' Lf! 6,t9i S/ /ry. P.UAU.E 7967 S50• CI4 7.52 200.00 75' N01 0856'V 511 'T I- I v C15 !67.45 325.00 165.60 S751003'V .N R. --NORTH LINE L1c GALENA ROAD L 29 50 ;:Y"." `j8r 53' o CI6 380.11 450.00 36719 NCe 52 5'.'V HERETOFORE DEDICATED PER .. R' r-� b, -„-73 q , 1?ag• DOC N0. 10.5193 ` �' ' r.Olm - oI LoT TO 10' UNIT/2 CORRESPONDS WITH NEAGHBORHOOO 0 e 8R}, FOUNT 1-IRON PIPE `_ �� _ LOT,3a `_ 0.491 S. g h AS SHOWN ON PRELIMINARY P.U.G. PLAN. AT CORNER 66,991 sF m ^866. 2 N7q" - SANITARY S7B7j5l INTERCEPTOR EASEMENT p,LO (� SEMACK AND EASEivJENT DETAIL gn -- PER DOC NO_ m s� Lon, 1 ° \V\QEp �� >O 49 .n ass SF I8' SO ALL. LOTS S/-IA U HAVE 00 FOOT .'iO F3XXVT• Ax0 FOOT (FAR AND 5 FOOT 1 G 9? - ` P-USD.E. S7B71}sp `y - P �`+a SDE UIYJTY CR CNAGE EASEMENTS �_ /I�EN 7' C 5_P.U.d7E J C1QIE5: LALESS 071 NOTED a• - - - - P I.EASEMENT OMIENSI(MJS ARE TYPICAL UNLESS OTHERWISE INDICATED A NK£1 UTILITY,DRAINAGE AND PEDE57RlAN fASOIENT 's -- 23 - 4 �`'Oq0 - L P�YS gjs PE THE EASEMENT PRONS�OYS SHO6N NERFCN,IS HEREBY 1 Sq,V,17 OOVARY �1J N• 2. NHERE CITY STORM SEALERS SANITARY SEVERS OR WATER DE 7ED OVER ALL OPEN SPACE LOTS l 30' -ARr 1N gSF,yf MAWS ARE RUN ALONG NOE LOT LINES A MWAIUM 20 FOOT WOE _ _ -` �� LFP N rr (f0 FLEET EACH SIDE)PUBLIC UDLITY AND DRAINAGE EASEMENT HATCHED AREAS DENOTE PRIVATE.ROAD A UTLITY EASEMENT. 3 - -- �>E SHALL BE PRONOEO. PR/yATE ROADWAY EASEMENT TO BE DOWD AND MAINTAINED BY O' �_ � _ -- p L07 1J3 TO BE CONVEYED i-10'P.U.AD.E. -- 711E H011£OW LRS ASSOpA7lON.SEE ROADWAY EASEMENT _ ` _\\\ _ ! TO CCIN/AERGAL F!.J7 ACCESS GRAPHIC SCALE L PRONSIONS ON PALE 2. N� 1. - h 72-95 L. u - r ip•� �- i � 20'REAR I. uncw AeBReAAncws- � \ --� �� 0 j X03•w .U.AD.E.I SEIDACK B.S.L. BUILDING SETBACK UNE ` -\ _5• LWE Poo=PINT OF BEGINNING 10'MW.ADE POINT OF CONMENCCMEN7 ` P.U.AD.E.>•PUBLIC UTILITY A DRAINAGE EASEMENT SM.E =STORMWA7ER MANAGEMENT UM�(70TAL) T.A.E.: TEMPORARY ACCESS EASEMENT b ` FINAL PLAT OF SUBDIVISION I 5'BSL I L. =LANDSCAPE EASEMENT l Ff WESTHAVEN P.J.D. �P.U.AD.E. `�{ 5•P.U.kD.E .O.A. HCMEOWVER'S ASSOGADON - CENI£RL7JE UNIT 02 1 R.E.=ROADWAY EASEMENT T.C.E. TFI4PORARY CONSTRUCDON EASEMENT BOUNDARY LINE ` _ _ YORICVIL,LE ILLINOIS 2 5 PROPERTY IS WTHIN DIE CORPORATE LIMITS OF THE UNITED OTY OF ttWKNUF - - ROADWAY EASEMENT YO'FRONT J NSICNS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWSE NOTED. jin LOT LINE `� \ 6Msms D111/BY: WT: DATE PRO,EC7 ND. SETBACC 4. DIMENSIONS SHALL BE ASSUMED BY SCALING _LWE SST 9 L TS 2006 A.7001 TO BE OWJED AND MAINTAINED BY THE HOMEOANERS ASSOC/A 7I(N.', BUILDING SETBACK LWE KS 04-07-L 11'8HEET NO.z 091 BY: 66L 140RIZ SCAT£: 9f ET N0.LINE Rry 6.L T!JJ TO B£CONVEYED TO COMMERCIAL FOR ACCESS -�-- -NOT TO SCALE 7.±OWAY EASEMENT OVER LOT 3003 IS HEREBY CRANTFO. ----- - EASEMENT LINE ` C K BM NT: VENT SCALE: 2 OF 3 i CO NIA U � p 28d � 01 aw�<� o cU 5 c+ $$pgg A � Qa C��ffiEa€�_TgS�"�B�w 9�=a�w ��W �� C Q� `° a�''��iW��fi4 B' °�S�gY°z�s°Ig�ms#i4--`"'�mw y�2�5&az�°_� g`e 1'�a�s$�rc cs°iw°t'�$gQ§�om�•�8 w-'' E-rciw��m p d d oo 8, ^ a i " mWH <o5 t PH, <z z�a"s •y "' ��G��r•�g�3�gyFK�g �$� S� �`��,°��''� W ��$� �.�� o �" ~�° W �5•i�g�� '�2��,�'�'3 ogk`� �°� �� .. .. €dg t �.°< C oy��•-~w F-Y� 0 I Nj i j$� $ �7 ��FF= s�Np"ew Za O B S�G Z�Y26 iwu (y y Xp ZF y w H U s�o@ .� � awd . >o �� mC�rc �� z �'�j z<Q < O� m� a 4 4,; ga MZ `a € w�� Y� oW m �� w�w1,6omz i�$� ii Y m� § ° �c � 3f �E a �r��• r � Sx doh _ ALL" � ° �m F e �3 & a ��YYg� sop ;�_ o� > � y - 7s CCC"CCC�uu g � gmwbg • H oR C8 K € gu'9�Y a<�� `- 7"�F�m � � 3� � tW~. �4��w00 OLL � �2i 116 saa�m� �C 2e ' �z 2Ww 3a 08 g'8 OR �o3��LL 8g$Yi�$ ai �k gO•%S �� -;YR l4$ m�° � [w $u� �` � � �$� ��W 2 �:1 E e�`�� £ �� ° a� a� �W'� �a�'7z �a� ��au 4 ��v~iYS•c¢ �C� g'u d�iao�b q�� aw 1Y�F Swe`o o 9.k'F t `•�r. 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D . �- III.ONOM PR0IF MMU,L DEMGN 7DiY/181-000108 WESTHAVEN BOULEVARD UNIT # i �� ( I r Mcw a7orro-r ' A PLANNED UNIT DEVELOPMENT PART OF SEC 5-37-7, BRISTOL TWP., ( 1 UNITED CITY OF YORKVILLE, KENDALL CO., ILLINOIS pa IT %,• ;( 111. I 44, E +' r / ! W LAT 2007 ( !/ 7/ I- ST1 14 SF. - - _-- - —� I 132.00• ,� - Z >5 4g56 E -- - —-I-- 3 94 CH C040.00 15'46°E 1 ' 1353' ------- ) I N85°1872'E P.OH EvaaT? �S?qq,� �� 1 i 376 ae E 1=37.28 R=25.00 86. 76°48'32 L 2 taw 5.00 E \ CM=33.92 CB=SO9°36'56'W O8,N 1V L=590.0 FRB°13' 585.37 '•S33°05'55'E UQ WE N>39 0 pO IAN E.NB c�pp5 I I�,T#zEN °3406 9 'vl I LOT 2001 `°494p.I,I, 153.00 N81°43'09 KIN IF, I r w ?' FOUND 1°A?W �8- aP' AT CORNER NOTE, ET UTILITY,DRAINAGE AND PFOESTR/AN EASEMENT 1 PER THE EASEMENT PROWS ON5 SHOWN HEREON,IS HEREBY DEDICATED OVER ALL OPEN SPACE LOTS. HA TGIEO AREAS DENOTE PRVATE ROAD&UTIUTY EASEM T. PRIVATE ROADWAY EASEMENT TO BE ONNED AND MAINM BY I I / `�.- GRAPHIC SCALE THE HOMEOWNERS ASS'WAT)ON!SEE ROADWAY EASEMENT - PROW-SCNS ON PAGE 2 j 1 1.ANNOTA71ON A66REWA77ONS- l.1Vf.f.l v.! } 1 lace 50 R B SL =BUttBRIG SETBACX TINE POE=POINT OF BE47NNING POC-PONT OF COMMENCEMENT - O.JNAE.-DRAINAGE k U777ITY EASEMENT "1+*. FINAL PLAT OF SUBDMSION SW.M.-STORM WATER MANAGEMENT WESTHAVEN P.U.D. = TEMPORARY ACCESS EASEMENT ( - CENTM)ME - LE =LANDSCAPE EASEMENT I ----- WESTHAVEN BOLLEVARD J4T nl N.O.A.=HOMEOWNER'S ASSOCIARON BOUNDARY LINE YORKVd I F. IWNOIS R.E-ROADWAY EASEMENT L LAD Ulw �A•A'T•a2Y ROADWAY EASEMENT Z 73X5 PROPERTY IS M7NlN THE CORPORATE L/MIIS OF THE UNl7FD YORl�LLE Z OF 3 O!MENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERINSE N07E0. 111111 LOT LINE LAND USE ACREAGE TOTAL ACRES NkMpONi DMTI BT: INT., DATE: PROJECT NO. RE7ENRON k LWEN SPACE/LOTS 2002-1004 I.18 ac .'✓`1 I - 1. xS O4-07--06 WEB-00011307 4.NO 0/MET50N5 SHALL BE ASSUMED BY SCAUNO ( BU/L(NNG SETBACK UNE ROADWAY EASEMENT(LOT.700}) 224 oc. 6511 i DSN 8Y: MT: HORZ SCALE: BEET NO. 5.LOTS 2002-2004 R 7ODI TO BE ONNED AND MAINTAINED DY/HE HOMEOWNER AS CA DON. TOTAL GROSS ACRES 142 oc. 1OOl r. _ 7.-�• E.ROADWAY EASEMENT O4-R LOT 1001 IS HEREBY GRANTED ————— — EASEMENT LINE 1. CHK BY: INT: VFRT SCALE: 1 OF 2 s CID N A s El' WA ONJI'l, Lh i Olg yyM gga x� Zw �a ° n 3 �5 gI p ° � �g€ E ? 3 � � ��"g'a gQ 'x p°Y cal"Ji•.2 �� g$5�~ a oYbiFz HUN �Holm" ° o� w � ° 7�i F Ulf G a MKS- rim cn LL � 't H." W-2 � ;; �m � Y1 a � o d�:Wa M°w ° ° - � M � ° =dff g s = �g ffi o p � 40 0 ' -r <az 5 3 b� ° " o° ° a� Ta p aLL w �� Nwaw 4 kW s, °°w s= gmg $ W Yy O 2 �' 4 a i r: � , t�` n ' a�� aW �w�yy,, �w ° , $g VU �1wp S 4 � �m �¢w� x "� � $W - ? <..' o W< �aUF y <� .�rQ3 6 ` yk.. S ¢APP'°` H�o6' �t< r, daW � �~=yWb3 ��3k ��i � �h<£cs � qg W��. 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CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS rao Loxn srRaer roxxvase,�a eases PH-e.9o-ass-reeo eu:eso-ess-vae r...mlmm.H&NRYa•� UNTLEY aeamxn�m.e+a.�an .x�ar .RURTLEr .roxlnwa ILLINOIS PROFESSIONAL DESIGN FIRM# 184-000300 COUP.FILE 060049—SYDmillal//E hieit Org PLOT FILE..STANDARD NEx`. O60W9—EX N l \ S t 1 i i t l GgLFNq RogD` r r_ WESTHAVEN BOULEVARD UNIT#1 Z DEL WEBB BOULEVARD 0 rh UNIT#1 \ 'u O UNIT#2 C `rti Ri Westhaven V A Daw"b' NOT TO SCALE DEL WEBS-WESTHAVEN YORKVILLE,ILLINOIS SUBMITTAL#1 APRIL 7,2006 REVISIONS DRAWN BY. DATE: PROJECT NO. 1.1 04-21-06 060049-3 2. DESIGNED BY: HORIZ. SCALE: SHEET NO I WS - 4. CHECKED BY: VERT.SCALE. 1 Of 1 A KNH 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630 1466-9350 FAX: 630/466-9380 www.eekveb.com Engineering Enterprises, Inc. May 5, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Final Plat and Final Engineering Improvement Plans, Grande Reserve Unit 24(Neighborhood 19) United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the Engineering Improvement Plans for Grande Reserve-Neighborhood 19 prepared by Cowhey Gudmundson Leder, Ltd. containing 20 sheets and dated March 3, 2006. We have also reviewed the Final Plat for Grande Reserve Unit 24 prepared by Midwest Technical Consultants, Inc. consisting of 4 sheets with a revision date February 24, 2006. Also included for review were the Final Landscaping Plans for Grande Reserve Neighborhood 19 prepared by Rolf C. Campbell & Associates, Inc. dated March 1, 2006 and a Storm Drainage Analysis for Grande Reserve Neighborhood 19 prepared by Cowhey Gudmundson Leder, Ltd. dated March 3, 2006. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. GENERAL COMMENTS 1. A Summary of Quantities and engineer's opinion of probable construction cost for Unit 24 should be submitted for review and future use in establishing the required Letter of Credit. 2. Street names should be provided for all public streets. COVER SHEET 3. Engineer's certification and signature should be added. SHEET 2—PROJECT SPECIFICATIONS 4. Please add contact information for YBSD in the list of contacts. Consulting Engineers Specializing in Civil Engineering and Land Surveying 5. Please add YBSD general notes and specifications. Please revise Note No. 2 in Underground Utilities to include YBSD Specification. Please also check all sanitary related specification and correct any discrepancy with YBSD specification. SHEET 3—MASTER SITE PLAN 6. No comments. SHEET 4- MASTER UTILITY PLAN 7. Please show existing and/or proposed watermain in the Autumn Creek Subdivision Phase ll. This comment also applies to the Grading and Plan & Profile Sheet. 8. In general, sump services should be provided for all the lots with basements and services should generally be tied directly into a storm manhole. The proposed plans currently do not show any sump pump service for several lots which are adjacent to the detention basin and/or floodplain. We recommend these services should be connected to a 6'° or 8° HDPE pipe and discharged into the detention basin. An animal guard should be provided at the and of each pipe. Junction boxes should be provided at all junction points. SHEET 5—EXISTING FIELD TILE PLAN 9. No Comment. SHEET 6—SOIL EROSION CONTROL PLAN 10. No Comment. SHEETS 7-9—GRADING PLAN 11. Please provide detention basin summary (Elevation — Area — AVol — FVol) on the grading plans. 12. Please provide look out and/or walk out elevations where applicable. 13. The overland flood route and drainage swale (100-yr H.W.E.) should be located inside the drainage easement, for example rear lot drainage for lots 1090— 1111. 14. (Sheet 7) Please provide proposed retaining wall detail on the plan. 15. (Sheet 7) Please check the grading at the intersection of Ruby Drive and Street M. There will be ponding at the low point at the centerline with an elevation of 647.90. Please provide additional spot elevation along the curb return. The cross slope from centerline to curb should be typically 2.0% and should not be less than 1% in any case. It seems additional storm inlets should be provided. Similarly please revise the grading for Street M at sta. 23+75 (the proposed court area). 16. (Sheet 7) The proposed side yard slope for lot 1088 is too steep (2:1) and should be revised 17. (Sheet 7) Please check the side yard grading for lot 1089. The proposed grade (648.9) along the south lot line is higher than the walkout elevation. 18. (Sheet 7) The proposed slope along gutter line should not be less than 0.5%. Please revise GAPublic\Yorkvi11e\2002\YO0215 Grande Reserve(MPI)\docUwywrotGRUNIT24.01.doc the grade along Street M from sta. 16+20 to sta. 17+00. 19. (Sheet 7) Please provide the existing grade for Ruby Drive at sta. 9+00. SHEETS 10-13— PLAN & PROFILE SHEET 20. A valve should be provided at the end of all watermain stubs. 21. Trench backfill is also required for all the service lines. Please either show is in the plan view or add a general note. 22. Please revise the watermain cover to 5.5' minimum instead of 5.0' minimum at Sta. 22+15 in the profile. 23. (Sheet 10) Please provide information (invert, existing downstream pipe size) for the existing sanitary manhole No. 203. The proposed sanitary sewer size should be equal or smaller than the existing pipe. 24. (Sheet 13) Please show existing street profile for Ruby Drive. The proposed centerline grade at sta. 10+00 is about 0.9' lower than existing grade. 25. (Sheet 13) Please show existing hydrants and/or valve box along Ruby Drive. We need this information to verify if additional valves and hydrants are required. SHEET 14—STREET LIGHTING PLAN 26. No comments. SHEET 15— POND DETAILS BASIN 22 & 24 27. Please fill the blanks in the table of"Basin 22 &24 Release Rate". 28. Please revise the Basin 24 — Restrictor Detail to indicate "Top of Wall set at high water elevation =640.0). SHEETS 16- 19—CONSTRUCTION STANDARDS AND DETAILS 29. (Sheet 16) The street cross section details should be revised to indicate: surface course as Superpave, Mix C, N50; binder course as Superpave, IL-19.0, N50; aggregate base course as Type B, crushed. Please also show bituminous material (prime coat at 0.40 gal/sy) between the bituminous binder course and aggregate base course. 30. (Sheet 16) The sidewalk handicap Ramp detail should be revised to meet IDOT standards or be replaced with IDOT standard detail of 424001-04. 31. (Sheet 17) Notes 1-3 at the top of the Watermain Depression detail should be taken off since they are for storm structures. In addition, watermain protection measures should be indicated. 32. (Sheet 17) The Valve Vault detail should be revised to indicate: a. 8° max. precast concrete adjusting rings b. 5.5 feet min. bury depth 33. (Sheet 17) The Fire Hydrant detail should specify the hydrants approved by the United City of GAPub1ic\Yorkv1Ke\2002\YO0215 Grande Reserve(MPI)\doc\lwywrotGRUNIT24-01.doc Yorkville: Clow F-2545 (Medallion), Mueller A-423 Super Centurian, Waterous WB-67-250 or approved equal. SHEET 20—MAINTENANCE & MONITORING SPECIFICATION 34. No Comment. STORM SEWER CALCULATIONS: 35. Run 325 to 324 shows an incremental area of 0.55 Ac, but this does not appear on the drainage area plan provided in the report. 36. Within the plan set, the following slopes were calculated differently from the values shown: • Sheet 10: FES 368 to CB 367: calculated 0.50%, not 1.00% • Sheet 10: CB 367 to FES 366: calculated 0.50%, not 1.00% • Sheet 13: CB 330 to CB 329: calculated 1.52%, not 1.00% 37. The slope of the pipe between MH 305 and MH 302 cannot be checked because an invert elevation is missing for MH 305. 38. For MH 301 (Sheet 13), the NW invert should be changed to a north invert to prevent confusion. 39. The ordinance calls for storm structures 4' deep or greater to have a 5' diameter and stairs. Four-foot (4') diameters are allowed where the largest pipe entering or exiting the structure is 18" or smaller, and at least 1' of precast wall exists between pipes. The following structures need to be resized based on the above requirements (required size and reason in parentheses): • Sheet 10: MH 312 (5' required; pipe size) • Sheet 11: CB 339 (4' required; depth) • Sheet 11: MH 333 (5' required; pipe size) • Sheet 11: MH 328 (5' required; pipe size) • Sheet 11: MH 335 (5' required; pipe size) • Sheet 11: MH 334 (5' required; pipe size) • Sheet 12: MH 347 (5' required; pipe size) • Sheet 12: MH 348 (5' required; pipe size) • Sheet 12: MH 350 (5' required; pipe size) • Sheet 13: MH 301 (5' required; pipe size) • Sheet 13: MH 325 (5' required; pipe size) 40. IN 323 (Sheet 11) should be changed to a catch basin. 41. On Sheet 11, CB 339 is correctly labeled in the plan view, but is labeled as an inlet in the profile view. The label in the profile should be changed. OVERLFLOW WEIR CALCULATIONS: 42. Within the plan set, critical T/F elevations are provided with the dimensions of each critical overflow channel. However, the plan set calls these F/G elevations. The plan set should be consistent with either F/G or T/F elevations. GAPub1ic\Yorkville\2002\Y00215 Grande Reserve(MPI)\docVwywrotGRUNIT24-01.doc 43. As a detention basin emergency overflow spillway, critical overflow spillway F-F should be appropriately sized along with supporting calculations. We recommend that a release rate of 1.0 cfs per tributary acre be maintained at a 6 inch depth of flow over the spillway elevation. In addition, the overflow elevation should be at least 6 inches above the HWL of the pond. Also, the calculations within the report for this spillway should be updated to match the grades in the plan set. 44. The drainage direction arrows (not the overflow arrows) should be reversed between the ROW and BSL at overflow channels B-B, C-C, and D-D (Sheets 7, 8). FINAL PLAT 45. All references to "Unit 21" should be revised to read "Unit 24". 46. Labeling should be added to the points of curvature, points of tangency and points of reverse curvature. (affects pages 1, 2, and 3) 47. The notes referencing adjacent Grande Reserve Unit 16, Grande Reserve Unit 17 and Autumn Creek Unit 1 should have the recording date and document number added prior to recording. (affects pages 1, 2 and 3) 48. The lot numbering and street names in Autumn Creek Unit 1 should be added to the plat. (affects page 1) 49. The lot numbering and street names in Grande Reserve Unit 16 and Grande Reserve Unit 17 should be added to the plat. (affects page 1) 50. The right of way width for that portion of Kennedy Road lying southerly and adjacent to this subdivision should be added to the plat. The Document number and recording date of this right of way should also be added (affects pages 1, 2 and 3). 51. The Kennedy Road Right of Way should have the pertinent text added stating, "Heretofore Dedicated" or"Hereby Dedicated". (Affects pages 1, 2 and 3) 52. Lot 3061 has a conflict between the acreages listed in the "Area Breakdown Table" and the acreage shown of the graphical portion of the plat. The values need to be reconciled. (affects pages 1 and 2) 53. Lot 3064 has a conflict between the square footages listed in the "Area Breakdown Table" and the square footages shown of the graphical portion of the plat. The values need to be reconciled. (affects pages 1 and 3) 54. Line "C9" of the "Curve Table should be edited to read "C5". The C9 curve does not exist in the graphical portion of this page. (affects page 2) 55. Line C16 of the"Curve table"shows an arc length of 31.79 feet. Portions of Lots 1097 and 1098 subtend this same curve and when added do not equal the value of 31.79 feet as stated in the "Curve Table"correction is necessary. GAPublifforkvile120021Y00215 Grande Reserve(MPI)WocUwywmtGRUNIT24-01.doc 56. Dimensioning needs to be added for the 30' Public Utility Easement and 10' Public Utility and Drainage Easement to clarify the horizontal position of these easements on Lot 1089. (affects page 2) 57. Lot 3061 is shown as a detention area on the Final Engineering Plans and should be labeled"Storm Water Management Easement"on this plat. Ownership and maintenance responsibilities should also be noted for this parcel. (affects pagel, 2 and 3) 58. Lot 3062 is shown as a park site on the Final Engineering Plans and should be labeled . "Park" on this plat. Ownership and maintenance responsibilities should also be noted for this parcel. (affects pagel, 2 and 3) 59. Lots 3063 through 3065 should have notes added stating ownership, usage and maintenance responsibilities. (affects pages 1, 2 and 3) 60. The Final Engineering Plans show a storm sewer pipe running diagonally across the rear comer of Lot 1073. A Public Utility and Drainage Easement should be granted 5 feet easterly and parallel with the proposed pipe. (affects page 2) 61. The 30' Public Utility Easement along the westerly line of this subdivision appears to have been granted previously by a separate document. The recording date and recorded document number should be added to this plat. (affects page 1 and 2) 62. The overall dimension along the rear of lots 1108 through 1111, shown as 322.03, is not the total of the individual lot dimensions subtending the line and correction should be done. (affects page 3) 63. The overall dimension along the front of lots 1053 and 1054, shown as an arc length of 138.93', is not the total of the individual lot dimensions subtending the are and correction should be done. (affects page 3) 64. The Line Table references a line L7 which is not present in graphical portion. Line L3 is shown twice in the graphical portion. The label L3, as now shown on the plat, within the right of way should be edited to be L7. (affects page 3) 65. The Kendall County Recorder's Certificate should conform to the standard language and format adopted by the United City of Yorkville. (affects page 4) 66. The Mortgagor's Certificates should to conform to the standard language and format adopted by the United City of Yorkville (bank, name and address). (affects page 4) 67. The Surveyor's Certificate should conform to the language adopted by the United City of Yorkville by editing the first paragraph to read, "have surveyed, subdivided and platted the following described property. (affects page 4) 68. The paragraph of the Surveyor's certificate which states in part"Illinois Revised Statutes 1977, Chapter 109 Section 1" should be edited to read "765 ILCS 2005/"to be in GAPub1ic\Yorkvi1e12002\Y00215 Grande Reserve(MPI)1docVwywro1GRUNIT24-01.doc 1 . conformance with the language adopted by the United City of Yorkville and the Illinois Compiled Standards. (affects page 4) 69. Building line width dimensioning should be added to certain lots to show compliance with the restriction set forth in United City of Yorkville R-2 Zoning. The lots shall have a minimum width at the building setback line of 80 feet. Lots affected by this additional dimensioning are 1089, 1090, 1098, 1099, 1100, 1062, 1059 and 1057. (affects pages 2 and 3) 70. The abbreviated legal description beneath the title should terminate with, " in the United City of Yorkville, Illinois. 71. The approved street names should appear on the plat. 72. A note should be included stating that there shall be no direct vehicular access to Kennedy Road except through dedicated roadways. 73. The width of the entry street should be dimensioned. 74. All the property in the legal description should be depicted on the plat so that it can be followed when reading the description. 75. All calls and exceptions in the legal description should be labeled on the plat. 76. The dimensions on the southwesterly boundary line, 1308.41 feet, and the line at the northwest corner, 47.07 feet, do not match the legal description. 77. We recommend the use of an accurate metes and bounds legal description of only the property in the subdivision. 78. The new Kennedy Road right of way line, south of Lot 1107, is not parallel to the centerline. 79. The easement line at the front of Lot 1101 should be reconfigured so that it is at least 10 feet south of the sanitary line. 80. The easement with the water main along Lot line 1090/1091 should be a total of 20 feet wide. 81. The easement with the storm line along Lot line 1078/1079/1087 should be a total of 20 feet wide. 82. The easement with the storm line along Lot line 1082/1084 should be a total of 20 feet wide. 83. The existing AT&T easement should be labeled on sheet 2. 84. At least 2 concrete monuments should be shown on the plat. 85. The I.D.O.T. Certificate is not needed on this plat. GAPub1icWorkvi11e12002\YO0215 Grande Reserve(MPI)\docVwywrotGRUNIT24-01.doc 86. The SSA number should be identiified in the SSA note prior to recording. 87. The Grading Plan shows that the existing FEMA 100 year flood plain is on Lot 3062 near the rear of Lot 1059. This contradicts the Surveyor's Certificate statement. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Our review will continue upon re-submittal of the revised plat and plans Sincerely, ENGINEERING ENTERPRISES, INC. ri C, F zo"�� William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Lynsey Johnson, Administrative Assistant Travis Miller, Economic Development Director Jason Nijim, PDG Dan Oefner,P.E., CGL Ltd. JWF, EEI GAPub1ic\York1A11e\2002\Y00215 Grande Reserve(MPI)\doctlwywrotGRUNIT24-01.doc I _ BASIS OF BEARING FINAL PLAT P.I.N.:02-22-276-001 02-15-451-003 ASSET THE CENT ERLINEOF I AREA BRE� KENNEDY ROAD FROM POI IT OF - GRANDE RESERVE - COMMENCEMENT TO POINT Of -1-__,�__� LOTS 1os3 THROWN 1111 UNIT 24 19.3111 ACRES= 814,534 60.FT.z BEGINNING TO BE � LOT 3081 S 58'51'21'W BEING A8UM"SIGN OF PART OF SECTIOYS 15 AND M.TOWNSHIP 37 NOR H,RANGE 4.28 ACNESx 188,891 0o.FT.A _J_ ]EAST OF THE THRiD PRINCIPAL METTIDIAN.IN KFNDNI CQINT',ILLINGIB. LOT 3062 TH76 RIIQM IN THAS UNIT fDRI1E6PON08 E TO NEI6HBOHNOOD 19 2.25 ACAESf 96,002 W.FT.t A'NEYATIDM A(NiFE7CNi. LOT 3063 >( 0.58 ACRFSx 24,607$0.FT.s ZONING OF LOTS 1053 THROUGH 1111 _- LOT 3064 SHDINN HEREON IS 'R-2 P.U.D.' 0.42 ACRES- 18,418 W.FF.t I -I- LOT 3065 - 0.95 AfAE9x 11,231 SQ. Fi.f " RIGHT-OF-wAY AWES' 3T1.052 60.FT., /DIAL 36.37 ACRES- 1,584,535 80 Fr.x ♦ - .164.23' RaN2.4T =N 7726'27'W / _ ITE — =,2s.72" R=340.28' - ♦ \ 5311'25' w (UNSUBDNiDEDj 533YD4' w \ ♦ �� ♦� PEE 69.55' M65.15 R-46.51 36.90' CB=N 77'03'16' .1 2 ♦ ♦ - =166. R-188.30' SITE MAP • CB=S 75..R 4T W =18.07 R=31.16' ♦♦ ♦♦ A -N 8843705' W C8-N 46'51'OY W ♦♦ ♦� B9.0�1.05'W 8378'31' W N7; 33.80'332' E P 1 / 7P `O I i 45.04' ♦♦♦♦!♦ 67.58' 50'48'59' w -12206 R-150.86 tf°�� 60.01'36' W �y�:o A=164)8411 R=187.57 82.50. -144.88' R=165.37' ♦ !� 5Ar�� t' �4 CB-S 661338 W Z 49.79' \ CB-S 73'52'21• WW� =S 7812'25' w ,}•'1A2 s K1F' ' x.ue'vly p, !1 !! 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IF O.C. 112.92 ,! 1088 N S�'�� ,o5e 3oe3 &$• ��n Ba nK AT(f I 2 S 36'43'41' W 1 74 8 aro �K¢4 ♦ ILIt0L1NE-CE'l- t -1 47 057 \ n \ l t 1! 1w4 11)4 / ed _ m ,G S \ PO.B.TxostMN ! 1055 �(<` //0��. raIND I/� ! ! 1065 �►a',,e�'� nmN 1A5,5'IPE I'm,my � � m I ! ! 4 A S y 0E CORNDI 10]0 �,. ♦ ten i ��.� rn 090 ims v 3082 �U• H . ♦ 1051 'i'/ 1 I 1007 `\ \ 5• 4 \ 1001 1WE tOYD '063 ,< 1092 In 16n W67 IPA, \ 1093 '(��' 1p8g 111 �� \ A1aAPAwOR 4 HNT i 1 .- ♦ S 1060 tS � �/(y0 �-sw>e(E iou a m E�r�EO1 , .._ _ ,�•. �p�♦ % r awAW e w RN ♦\\ 1w1 IWB 1092 �`' 1110 /•-' AJtAfr AAH1801 LID DAitnH/e/D \ 1D78 110,5 ►4 / J `♦ 1083 ,1118 /�O A o \ �/�\ ..at \\ \ ♦ 1067 IOU _�-\ J� ♦ 1107 � / IPA ,\ � \\ - ♦\ 1 ,ose 1085 rise // - / F!_•` y— -- -- -- X009 \--—a�i_ - -- ------ - -- - - - - -ra,4o FA.LVnAO suE ,095 ATanA, • \, -- -- -- -Y f06 -- -- - �- - ---, /- -(-._�_ \ 1010 -- "--, 1 DQ6- - - -- - 1104 / yy 1C 5 �5"1'29",E PONr \� 109] '103 / 23' I 5017 \ 1102 / .018 s ALE t .taD' AM CR UNIT 10. // uw�cAEw A OS w hAD ; I / 1¢ \ na a Ka ROAD•vw 'T Ao. GRAN E RES ♦ }� sse7,5 4 Launa xor NIT 17 a .ET'6T 1RDf ton 8 ID0 50 0 LOG MsvATF,A LTD.11/97 ItEC / vI:• �� rte/ 3�•3UBDI VI SIQ llviT6 \\ low �I. 1��17+/ ----- SECTION LIKE N to:1 S GRANDERESERVE -- pLLANTFN SECTION LINE ♦ / 1082 --- OUAN EP GOWEN SECTION LIME A UNI•f:1B -- EXISTING R.O.W.LINE ♦\ / Y>a ins 1037 Tq `,SC, 0011'_ EABE"ENT HEREBY GRANTED ♦ / ,63, J b^ P ,/ SECTION GOWIER 1w4 10 7 \ 1m7 1302 QUARTER SECTION CDRAER / toSS tme fog / <\ I— ME ED DISTANCE I 1 (REL) 8ECOHD DISTANCE \ lots /W // I h C 1 POINT OF TAN3ENCY ♦\ N 5321'50'E vAT. RADIUS E IOIRD 3/f(f \ ' Y 5 MC LENGTH OF POUND CURVE \ 1001 P.LC. PoINi OF CQIPDUNO QWVATIIRE P.DB. PLACE OF BEGINNING 103 P.O.C. PLAtE OF LOIIYENLEYEM \ 1� B.SL BVI LDIMG SETBACK LINE /' ��•.�. \\\ 1078 0 BET o0NG1PIE MWJNENT 0 SET,I PIPE GINS A E PIPE L BR. LINE TABLE No. C y CURVE TABLE W. NOTES: 4 2/24/06 REV.CASEYEN75 PER CMaCFA REQUEST JB 1.SE-3/4 IRON P:PC(1-1/4•D.D.)N-H PLAS�C 3 2 9 REV.LOTS 1055,1056 1659.31),52-3061 YEK CAP A'ALL LO-CORNERS UNLESS SHCWN OTHERMSE 2 2 7 REV.LOTS,053-,061,10]1-1077.1086-,094,Ip81 YEK ON SHEET CNE TECH�T PREP ARCD FOR: •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SIOWN OONSUCAL 1 1 31/08 BEMA(DRS 1o5q 1059,,5081-]1)63 YEK HEREON.REFER TO YOUR ABSTRACT.GEED.GUARANTEE 2.FOR 01ERALL SCLNOARY DIMENSIONS REFER TO CQISULTAMTS,RIG (�p ya,gv lE�Iln.u.c. t 159UE0 EK POLICY AND LOCAL ORDINANCES. 5 EE-ONE.FOR ETSAXK L LOT Q F7ER TO S, w I NQ pATE DESCRIPTION BY COMPARE ALL POINTS BEFORE BUI'_DING AND REPORT ANY TW AND AND SETBACK IxJ FS REFER TO SHEETS m a.l.r.m•, TWO AND'HREE. 1°u` wo BY YEK �L DIFFERENCE AT ONCE, ,�,, "6 7B5"C — SHEET 1 OF 4 I 313 OF BEARING y 11 FINAL PLAT - P.I.N.:02-15-451-M BA I.N Ae BASIS THE CENTERLINE OF I REAR LOT UNE P. .:02-22.278-001 KENNEDY ROAD FROM POINrOF GRANDE RESERVE COMMENCEMENT ID POINT OF '--T r---�--1 E--- BEOINNINOTOBE: UNIT 24 I b 1 1 �n •n I I S58°51'21"W BEING ASUBDNISgNOFPARTOF3ECT10N3,eM10]],IIfM<8HIP81NOROI,MNEE I / 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY,IWM01S. SSE LOT 'oT• / U, A.YJ. I 1 Id GOIIDINC I LINE TYPIGL EASEMENT DETNL A,D MT PJSJC OW"AND MNAOF."ASfY-]VT NEY L sa ARS AND i LO x ANC u& E-T VAL s , / / 1C 2 \ \ 1 d lWL6S SxONI AM1D-ENS—113EON AS OINDxaX / S /UF R eEARmc asrAV� L1e 4L \ Vim-_� / 4 / u w IIA E 2a9'/ -I � � A I r 5 Ku'y A•- %• N .--- SCA_E:1"=50' o aRxf ARC RAONS law h eEAaNc law n ee'Jx S9_ Jy I I ., DO'gsx c] nee rao0 x oz •E v.uE1 1 T 1 A �,�• w G J9.2r 1500 5 A' m E 5C 25 0 50 O9 2aN2 s a0v29 E I e I'� 4s•/ a6 ze.2e 2s0e s27s2 w i d�, 1 I I �\ '•�h. 4 n• ,ew ziar KIO'MY w ./bv 'q bra \�`� nJ ..-._ s720 20 zone, x.n 'u L c14 7 I 11211 AJOTI I<E I I � cib Nsee zb.ar N r]J5 E SIIBDIVI910N LIMTTS 7 / c1e nn 2500 In L --- SECTION LINE 07 n 26OO x—Rr F — OUARTEA SECTION LINE JL / y.�•` E < - � / ae J0.<e n>.OD N Sa'J2 Y�E WARTFR QUARTER SECTION LINE J LINE L 1a)? 7 ..:.. rr.. ......` ,• : / Ji• czD No i 2 h Io,ess w -_-_ �EASEQENT-wi&WATEO -. X49 � � Ar / eecnON CORNEA PJrE.-I I a ?41 1 N� ( ! 1 LM-----_.-J 1 I { _ ' QUARTER SECTION CORNEA r E . I 1 7� 70 ? (MFUI MEASURED DISTANCE + F-•w.---,- A_3] i,D f �S 'v. k• (xec.) RECONO OISTNICE P - I ) 7 $ i$ a I It P.T. POINT OF TANGENCY ME /v9p R RADIUS AFIC LE147H OF CURVE I i 27Bi�? I I• �tl I / P,GG POINT OF COMPOUND CURVATURE P.O.S. PLACE Dr BEGINNING P.O.C. PLACE OF CONMENCEMENr 4SL BUILDING SETBACK LINE .1 CT - ---J I F- N r-� k ) SET CONCRETE MONUMENT - -- 0 SET IRON PIPE w FOND ISON PIPE \ 1 1a I + Y I 7 I m c Nn LINE CURVE TABLE NO. 1R p I I �� 2i I n2..9 s q ttSe9 y L.----r11_J �P CIR�M,rirE - J �-- -- I x r E T zl 5-I ( �• S , 1'a 1xi1 kl I I s. rs) 7p> 70� )g 7 I I„ B�� 7p °'pP rI I t I m r r i^ q8 �7 / \ �Q mJ -,r So 43L s9? Y �•\ �•W P.VE 1 I liS,' / —_--_-_1-� L--------LJ L-�L-_. ( / )v 1 �\ D I I. 4. / c I 51' n sb, 1Q91,1 MU• �� 11 \ 'S!pip /> ^C y �� _ STREET �•�� '�? C I R,AT.,• _ STREET L _ _ 4 ]t Z A'0 Ay NOtOI, a Sdn k roe w ss,r MOV 7S) 7 \\\ S\yL•') 7i u,: ee Pm TAd� ,------, - --�---� *� By�e a � r m i-\ I - - - I I II r, -- 7C ..mar• 1 r,r r Ir JD esa.` C 3 r I I )3 7p� i Z I °� ° elt .I I B r _ L-1SL (y-rA+> �I a a ra eN I I)Ba7 8 I • L_ _ /P� 1J > 7 �es7y 7 T-N tJS.ba' 4Bip_ 9 �.; -1 Eli",-1 RY I x u E--- + �2)0 1,I x 11 6. t r-,aal----� ,g 1-,r 3g�•' 1 I y 1 i v.L') { I I I I L- 1J N beT9'a5•---_ _L_IL 0e�_ _1J 3a_ ' A_ _ Ji03 4; I 7� IP 31 I -a'M SWIG - -- - , r- -- I 11-� L L ...-xN=]a°•-_N ---s 10' LL153RI E 70 70 / /`r ._ _J H �� ) a �• $1 2)14 8 �$N Hai q� 6'� I 1 ? s9. 1 pEJ I \ "92S"O' j I I ;, S9 I S I Y I I Qy, s - ' E I '� \ \\ \•t,. / )L9 7 d m „ss,L�-E--- Ji00 A� ?' k Z* ,tl�\ \\ a,� / / •Bp20gs ,& ��, 1-,D r--' � s ��x�7� -----=----� I LJ 70, ,aJ -itl ---- ^.U.E-4 I - / \ I I 1 8.1 9 �'1r I I 1 se •! I I ^♦ � � '�''.zed-`_� 4_J__x__� L-----_L-_—� "D'�'--_ -----1--� � s ss, . 1ss.a1 1 x ss,s'sa•E e,.09'I I evv210 �• r J x is,es6 i JS3.w r` 1 A •51 D•• - --- x SSIrJJ'E JaJ.ar' 1 T-- F.R.2N pe _ -I I-10' // --r I I IJpgu; 14 _Q q I I iL I NI I „1 I I I I I I I I I I I I I - . 270 I-sl?�77 852 7 ) 77 5 )2 77 )? 7 85)2 7 x' �? 7 ) 7 I �"::.: . y�i�'3 QR �s oe i 4 i 52 7 f - '""T _.' ! /1,.,.r. Sq m 4 Ly �yLl I 9,,�I I �!yl1 1 �yLl r fiyL I I I-5• r-I r-'J' ]s-y I--a• I 1-10' Ls, 45''I $ F-1_ J- a q 1 1 1 -L---J --1----� L----L-� �--- -� L-----I-� L-1---- -----�-J -----r-� L---1J L I n.Ar nsr M.ar m.sa n.so' a w M.ar )]. A]e' 6 u• I - x ss s E bssn - 3065 41,231 eq.R.t -S s6'n SIR w-.-- - - 5 564]YY'w 1Baer •• - I KENNEDY ROAD R-M712 Sa 44 E 102.AY } I N 551VW E ---- —-- 1 i GRANDE RESER'JE UNIT 1'- -- ---------- ( RED DDS xP. 3059 - I we;0 -4L�_i' II 70 a jl 702q 702,? ', 70? 70?0 � 707, I 2 7 i I 1,070 NOTES: _ -- - --- -- 2N FOR OVERALL BOUNDARY DIYEMSION4 REFER TO --- LT TT$SIC, M%-2 YORNMILE 9011TH L'_G ' 2/;08 AEVR R SEAS IC 106 PER'cx41NrFR RFWE51 JE 1.SEr 3/4-IRON PIPE U-1/4'Do.)MTH PLASTIC / CAP AT LOT OR LORNC REF REST YOUR AND EASEMENTS AR NTEE ET OAR[FOR IMO`nOUAL L01 OIYEN90NS,TM� ape " u '-- 10541058 10.^5 D062 30H1 NFX PREPPRED FOR: J 2/g/06 REV.LO OSY106',156.I 71,1083-,084,]061 MEN CCMIPA NCE A PONCE. NE.BUILDING AND RFPINY ANY sa .iDe,q.2aa-,.D oRANI x MEx LOTS tOS4 1059,3081-!097 NEK HFRICY REFER TO YOUR ABSTRACT,DEED,GUARANTEE DIFFERENCE AT ONCE. Two AHO iH ��' LINOS REFER SHE R ._I I,— --_-- DESCRIP ION By SHEET 2 OF 4 F FINAL PLAT P-LN-:02-15-271-003 � ^ P.LN..02-?2-278-001 BASISOF GRANDE RESERVE ASSUMED THE 1(EI/NEO1'ROM UNIT 24 00MMENCEMEBEGINNING TO S 58°5 BEING A 4LIBDWICN OF PART OF SECTIONS IS,n AND 23.TOWNSHIP 3T NORTH. RANGE 7 EAST OF THE THIRD PRINCIPAL MEPoDIAN.IN NPIIDNI00{MTV,ILLY101e. 7�� '...IAR eEARNG D ARYL ARC RNN6 OKXO 1 ' �• W ,. LZ S 3T W 13XX O . A].59 C2 f425 - iSDa Nlal' S. i3_ LJ N exgt'Jl•E Seet CJ X1.6 ISW ]9e1W1 E ^ _` X J7,A7TR•� G f➢AO E05 ]]']90 E �- U N 37301 M 1999 CJ Jr.11 E00 H 5p]pX E \, ' e31. C] ®7 -GO N%it E AA:Ne tSW ]7905 EE A•�se4 SCALE:1•-50• r�'9 A5T is 9r�A I I j i ♦ 'M S VISION INITB MECT TONLINE SECTION L INE xUDER QUAR?ER N W. LINE ITINO A 0 LINE 5$ \\\ pp_= EASEMENT NEREW oll S A, SECTION COINER O —N y—j F---- 1INRTEP SECTION GORIER 'f to " (1WAS) RECORDED DISTANCE RECORD DI II r I E pj1+ + T�1 1\�Ia / \ cRr• POINT OF TANfiEMCY ,,J,y*'Z l=^-'T (`/- 101 AMC LENGTH OF DAVE 1� 1 P.O C. POINT OF GaNPaIIND uwvATINE PLACE OF M PLACE OF NYNENCENENT BUILDING SETBACK LINE to \ �Td eel j \ •Ic F �\ A O SET CONCRETE WONUNENT -M 5579'75•[-�' _J (-�- \ 1 S \ 1 ]O aSL- / /1? I J�) y. Ita� 111 h 1 *� �IMPONIPIK B I - 3E \ 1 / 6 / '`` L m. � LINE TABLE M. ? / ' \ \�� v / CI1H9E TABLE Ma. q* X55lffb•Eq.a9' Aa f 3x20.Y L__l-Ir___�r IL__yp5.3s Ar44o LA A-4430 --� ST C Xx/.I{' ♦.39 00 A°1,37J' 4 pp _ A--19T.a E� R.Qt e�v� v(,.Fy\e 'A•499 �• " �'��,`l l ss.m' isN.r`e � Iz --- Q'' 'C � �( E` 0? O?'?" I .an xElKer aGTIFATFa ,-_ �r_ -_•� �'a 3'c \ \ •F I-IC > 9e.X➢ eo. �➢ - A-LW➢s 1+r' / \\ •�, "u.\ i - `C �q�bl4 U` r T'-I Pr----r� r�----- I r- _1 I I (` I T-\ I ` ��-R 73 T - - r i— -- - - --T I it a t• T - I r r -Iff SS e^\ 7s J4 I I ( I -wed I I aq C O & S8 d? 7 IB ■)w-' L 4�70> ml y2j p87� Tq? >>> I*6�y�11 igy -I 7 7 v `S4 ,4ns4r +L L5• Z'i -rl 1 I q�'" r-s a_I r' sJ L. I. i �? 7ps T a Ise 1 1\- �s, I _ '------LJ --1J L-L----J L---- L-L- I- �N Xs' E 9f. - ESQ roars t LJ �_1-- J 1 �� \ Y.� tff� '� EAR LOT LINE N 1 E g N ^ / R E P L 4 --- �_1-- ar --] ♦ �!_ 'E y I °9.Q. nt _-_ �--_r-- x55YYA•W 1Ne0' Ad1/.to R.TSI➢3H 51N • I E 3 = i i b I --_------ _ _-- 3064 18,417sq.ft.i G,LOT KENNEDY ROAD , ---------- I-5 N 55'lll E CaN l 5 I I • �� I I n'eLAnula I 1 __-_---- GRANDE RES VE `a4T� N 563121'E 40&or Is HAO uNE I I _ X. 3060 UNIT 17 ravALEAssEWDETAL �G--Sac No 'i - NOTE.to wD-FINK utuTr Axo DRAINAGE EA4JENI _ 4..-2 24 OB REV aSEWENTS PLR EN04ED RECUt51 A! S MDE9Y p1AN1[D ALb10 Ail fRa11T I/A)16AR IaT I NOTES: —.—�� - LIKE ANN ALL S9E TuD EONED KS ONALL o 5 HIT III 1.SET 3/4'INCA PPE(1-1/4•C.O.)MD'.PLASTC � tRU�ST .I PREPARED FOR. I 3 OB LO.II.0 1-10 1107,1101 JOBZ 10I. NEK IAELR WORN WO ORD190FD MOEpI 6 OlEA1� - CAP AT ALL LOT CORNERS UNLESS SHOWN ONURWSE 7ECHMCAL I 2 2/7 RCV.L075,0.'3-106110]h10/1,1065 10SY,JW1 NEK FOR BRAIDING RESTRICTIONS AND EASENENIS NOT SHOWN ON SHEE'ME COMLTAMM SEC. I NPR-2 Y9RNNLLE SWM Ll.0 1 1/]t/06 RMSL LO75 lOee.1059,l071-JOGS NEK �..mY➢,rA HEREON.RNG TD"OUR ABSTRACT,DEED,GUARANTEE I FOR OVERALL BOUNDARY DIMENSIONS REFER TO IINW 1 5 1ED - SHEET 3 OF 4 POLICY AND LOCAL ORDINANCES. SHEET ONE.FOR INONOIAL LOT DIYUXSONS, �A41 •¢1a .wB n0.Ie✓'1a aRC'W Bl:' DE]C121PRON B N- COIN'ARE ALL POINTS SEI-ORE BUILDING AND REPORT ANY E"El AND SETl I REFER TO SH R Il--' m� — �I N0. OATF. -- II OIFFERENCE AT ONCE. 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Wh91i 13V 1VL 3HL H)IM 3JNV01103TN NI tl3NMA X00"9LZ-ZZ-ZO'N:fd 1Vld IVNIA I y� rl m„3�n.®.Hrn¢MN4A BOO'L5Y-94-ZO N 1 d 3 Ctr United City of Yorkville Memo 800 Game Farm Road ry- , IBM Yorkville, Illinois 60560 Telephone: 630-553-8545 0 Fax: 630-553-3436 Date: May 18,2006 To: Lynsey Johnson From: Travis Miller, Community Development Director Subject: Heartland Crossing—May 25,2006 Plan Council Comments Wetland Delineation Report 1. Conduct a growing season floristic assessment between May 15th and October 15th on the property. The vegetation assessment reported occurred November 3, 2005, a difficult time to adequately assess vegetation in wetland habitats. 2. Identify all vegetation within the delineated area on the subject property for Aux Sable Creek and provide information regarding the Illinois Biological Stream Characterization stream rating. 3. Provide the US Army Corps of Engineers wetland Jurisdictional Determination. Landscape Plan: 1. All previous comments on the Preliminary Landscape Plan have been adequately addressed. UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC # lC�`�� APPLICATION & PETITION Please Check One: X Preliminary Plan Final Plat Development Name: Heartland Crossing Date of Submission: I. Name ofPetitioner(s): Richard Marker Associates, Inc. Address: 654 Heartland Drive, Yorkville, IL 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 2. a). Street address and physical location of subject property: 514 acres east of Route 47 and south of Ament Road in Kendall County, Illinois b). Legal description of property; attach as Exhibit"A". c). Total Acreage: Approx. 514 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: John F. Philipchuck Dommermuth, Brestal, Cobine & West, Ltd. Address: 123 Water Street, Naperville, IL 60540 Phone Number: 630-355-5800 Fax Number: 630-355-5976 Engineer: Name: Smith Engineering Consultants, Inc. Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630-553-7560 Fax Number: 630-553-7646 Land Planner: Name: Richard Marker Associates Address. 654 Heartland Drive, Yorkville, IL 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13"envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10" x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this ' day of , 200 �o Notalil�1�- LEA L NOTARY Commission STATE OF ILLIN �I APPLICATIONMUST BE NOTARIZED. My Commission Expires 4-15 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. S - Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of . 2006 i OPF'CIAL SEAL GINA M, GABEL NOTARY PUDUC,STATE OF ILLI'VOIS Notary Seal kfYQ ystirlSStcv� r;[S .s�.�q�8 THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 514104 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: .1-/0-0/. Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this /OT+Y day of )7ra^A k� , 200 Notary Seal —� THIS APPLICATION MUST BE NOTARIZED. ESEAL"arlson te of Illinois p.06/08/2008 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, nls msrrumant is ezeeuted by OAK BR(KrK BANK,P?,ti��oneFysnAtto ye . Epo,ieir)must appear on this application.) aforesel,:. 'H the covenant.end onmlttions to be performed hereunder by JAtt W BANK ere Undertaker by fl solely as Trustee,as aforesaid and not Individually, and no personal Ilzbl1lty shell oa asserted or be enforceable against OAK 6ROOK BANK by reason of any of the covenants. statements, representation*or namntlw contained In this Instrument. v v �1..��U1�T � W Subscribed and s . C e $- e day of 200 "OFFICIAL SEAL" CHERYL CSISZAR ROBERSON Notary Public,State of Illinois / My Commission Expires 03/22/06 / Notary Seal . THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be .required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) J Subscribed and sworn to before me turfs r�' day of G� ^v ___. 0 s o,d-y 1��{ RA"Notary Seal JFf�t THIS APPLICATION MLISTAE-IGOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4104 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: L--Z /j/( 0 6 LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee r � i Subscribed and Sworn to before me this ay of Feb ary, 2006. .-.:,:u..:,...,��!6 Notary P blic PtAa�tiy Al. SILER �91ZE su.� OIS k" COMM'8610N!sXF R &21 2008 CAShared 2006\Real Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of dlU1 00 CIA 2SVO a°MY rRR Notary Seal CnMrS ,.ryt: +•+•'� J!!�,a,.ap1� F` " ey p_, (r,.d.ip�',P�IS>C THIS APPLICATION MUST PE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: QZ / LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this day of February, 2006. n Notary Public -1. ii[EGLER E GA OFUNOLS rY µti ,�J,`e(i�lY�`•i Sta�u -i.Xv"A p ES C-21-2008 C:\Shared 2006\Real Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorne ,Engineer)must appear on this application.) i Subscribed and sworn to before me this 200 . CiiN Notary Seal 2 t °°z, THIS APPLICATION MUST BENOT ZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Dater l' d LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this _ y of February, 2006. iI /' i; �• Notary IM'11'c SEAL M. COO"P,;:e(P N E kPIREEL 8-21 0008 C:\Shared 2006\Real Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete,. the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me thii �` y cMYpl SI crr AIT.4 C {i ��.., Notary Seal �_._;,._..._...:... THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: L—Z/MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this `f ay of February, 2006. ;+? Notary Public SEAL MEGLER 5 "dA 5;:- � �' CAS 1Ed t6�EO1S v' MY'•,°,'CJM'11H4S'SK—NV 1,=XNREB 8-21-2008 �...., .,�-..av^✓..<:..,n.b°.-. .e>-:ate.:vcs CAShared 2006\Real Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) t before me this day of k�l .,: .a.._ , 200 Subscribed and sworn o �_ Y —�--' cc o r r..-' 3 lypT T/ fiFf Notary Seal � .rJ' THIS APPLICATIONMUS 1VOTARIZE J-�y, ��,t Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4104 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this �/�y of February, 2006. -? i Notary ub is F FFIC ISAL KATHLEEN NA, SIEGLER FU5.IC �'7A F E CF P MO S PAY MISSION ENFIRES F121-^20418 CAShared 2006\Real Estate.2006\ament.signaturepage.doc Exhibit A In SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 59 JOHN afRK6T YORKVILLE,ILLINOIS 50590 930 PLAT O F ANNEXATION 0N. SIOEI9e-,998# .mlln.nein.rtlne.Nom E-MAIL e•ve•,nllAenalnearineaem •HcHENRT •HUNTLEY •YORKYIILS ILLINOIS PROFESSIONAL DESIGN FIRM / I134-000IO13 COMP.FILE DSD6]2-zoning-axAieif.dwp TO TIIE T T� PLOT FILE:STANDARD 1 NAnnexation 1LE: flan UNITED CITY OF YORKVILLE PART OF THE SOUTHEAST QUARTER OF SECTION 16, PART OF THE NORTHEAST QUARTER OF SECTION 21, AND PART OF THE WEST' HALF OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS i mow — — — 9 ! X11 57778 �ffi St '4tx ORTN LME Of 1HE SOUINEAST �/"'"p°,N„r„' fi� 3auARTERf $ECTION 18t> wrl r�P Yv + L"Q v i f f� �YAC/!L 1'bz nity�`�, Iy 7 S > f s , s n; l W5 w 3r +miI T,1} No/79'05'W a u zd sryx`v uJnn d5 �d X I z T ! r •9 N 9',!{,7 SF f "P ''',"',",',$ ,W -.,';'1%,,f, 1F . LANDS HEREBY ANNEXED JJ264' — -i'14: K7 ii f7'3, " �• N`'+ F,-4 h.s a ',$ r: ;. J %,,,,,,..:i'' Y . i X'''',';.:4^:i.' 'y t*fy' 1.`'i../,1 4.Yl dl„ '',Y y '' J _ !A.+lJ1!r i/ /, i MINUTES 7�'SEZ'ORDS 5T 100. A 'V .4,1.1P- •rAL" iY��."Ti1YN 3t`� PARCEL 4: N THE NORTHWEST QUARTER OF POINT ON THE WEST LINE OF SAID RSECRON 22.AALDTHAT PART ISTANCE OF 95.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THEE NORTHWEST QUARTER OFR THE SOUMREST WARIER AFORESAID,A DITCH RUNNING THROUGH AND RUNSD WEST NORTHEASTERLY BEGINSCH DITCH TO A POINT ON THE EAST UNE OF SAID WEST HALF 102.0 FEET NORTH OF THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SATO SOUTHWEST QUARTER,ALL IN TOWNSHIP J6 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE TOWNSHIP OF KENDALL, COUNTY OF KENDALL AND STATE OF ILLINOIS EXCEPT THAT PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOL89 DEGREES 00 LOWS: COMMENCING AT 00ENORTHWEST CORNER OF SAID NORTHWEST SECONDS 60TH THE LAST DESCRIBED COURSE.MEASURED ECLOCKW75E THEREFROM,682,0 NCE SOUTH,ALONG THE NEST LEET THENCE NORTH, PARINE OF SAID NORTHWEST ALLEL W IHARTER. ]SAID WEST 2.0 FEET; 'LIINE,85.0E 5 FEET FOR THE POINT OF BEGINNINGTERLY,ALONG A LINE FORMING AN; THENCE SOUTH.PARALLELMINSAID WEST LINE GREES].10 35 MINUTES 00THENCE SECONDS WITH RIGHT THE LAST DESCRIBED COURSE.DESCRIBED MEASURED CLOCKWISE THEREFROM.604.81 FEET TOE NORTH PARALLEL THE POINT SAID OF BEGINNNG;ST LINE 2ALL6IN KENDALLTHENCE TOWNSHIP,,KENDALL COUNTY.FORMING AN ANGLE OF PARCEL Si PART OF THE NORTHWEST QUARTER EASTERLY, (HEREAFTER ON REFERRED TO PARCEL A)DESCRIBED00 AS 00 MINUTES COMMENCING OG INE NORTHWEST DESCRIBED SCRNER OF SAID N T CLACKER; THENCE SOLIDI, FE ;NE ENNOE H. SAID R"'8 SAID TH SAID TEST WARIER,FEET FEOR TTH THENCE EASTERLY ANG; TG A LIPS LTH,FORMING ANAL ANGLE OF LEL II/TH ID D NEST LI 003.0 0 FES 0T CSSECONDS WITH N LAST LCOURSE,MEASUREDRIB CURSE,6 THFEET; THENCE NORTH EREFROM,682.0 FEET,' THENCEL NORTH,PAIDLLEL D NEST LIN 219.16 FEEDINTHENCE*ESTER ALONG A UNE BFO MING AN ANGLE OF 89 DEGREES..15 MINUTES 00SECONDSNE NTH THE LAS(DESCRIBED COURSE,GHT MEASURED CLOCKWISE ES IV THE Lasr ESOCIEREFROM,,604.816FEE eTO THE POINT OF BEQNNINGG ALL IN KENDALL LINE TOWNSHIP,KENDALL COUNTY,ILLINOIS S NOTE ALL AREAS SHOWN HEREON ARE MORE OR LESS, SURVEYOR'S CER RflCAlE BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED. REFER m APPROVED ANNEXATION DOCUMENTS FOR DETAILED DESCRIP TONS STATE OF ILLINOIS ) )55 ACREAGES AND DIMENSIONS PLAT OF ANNEXA T1ON COUNTYigOF KENDALL) PART OF THE SO(TTHEAST QUARTER OF SECTION(6,PART OF THE ba ify hlPlot ofoEal Land SurveyoreonNumber o3359,doNOTES: NORTHEAST QUARTER OF SECTION 21, AND PART OF THE WEST HALF hereby certify that the Plot of Easement hereon drown was prepared • Basis of bearings m Illinois Slate Plane Coordinate System, Eosl Zone OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD usingrecord previous survey(nand pure and mops,setplats ahother instruments • This mop was created for use as a Plat of Annexation. This map is not PRINCIPAL MERIDIAN,KENDALL TOWNSHIP.KENDALL COUNTY,ILLINOIS of for the uses and purposes herein forth,of the hereon to be used for ony construction or stoking purposes without consent from describedatdproperty. a proper agent of Smith Engineering Consultants, Inc. Dated at Yorkville,Kendall County Illinois,December 1,A.D.2005. • This IS NOT a Plot of Survey. No assumptions or agreements as to ownership, use, or possession con be conveyed from this document. REVISIONS OWNBY: INT; T2�E: OSO JECT NO4 • Noo underground improvements hove been located unless shown and noted. I. • No distance should be assumed by scaling. 2. DSN BY: INT: HORI� Z�SCALE: SHEET NO. Illinois Professional Land Surveyor No.3359 • This mop is void without original embossed or red colored seal and - License expiration dote: 11/30/2006 signature affixed. 4. CHK BY: INT: VERT SCALE: 1 OF I 5. CLD PRELIMINARY PLANXINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees- 1.25% of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit- up to 1 acre=$1,000; over 1 acre but not over 10= $2,00 over 10 acres, but not over 40= $5,000 over 40 acres, but not over 100= $10,000 over 100 acres= $20,000 c. Deposit for Outside Consultants - under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer,Building Department Official,Emergency Medical Rep, Public Works Director,Executive Director of Parks and Recreation,Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only;Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation) proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas,and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. ate f Signature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3• PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. S. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4104 SMITH ENGINEERING CONSULTANTS, INC. .D. PLAT A1D 9LRYRYOR9 PRELIMINARY P. U .D. tea. HEARTLAND CROSSING > .�..� °:�°�7 RK,IM_°°9106 CORP.AL, 4X1,]3-li.-P4f_srQq nor FNE.sTANDARD A PLANNED UNIT DEVELOPMENT K.65D"'-° YORKVILLE, ILLINOIS KENDALL TOWNSHIP, KENDALL COUNTY - SECTIONS 16, 21 & 22 TOWNSHIP 36 NORTH, RANGE 7 EAST LOCATION MAP AQOECT EXISTING ZONING - (KENDALL COUNTY, A-1) " trktEA %! PROPOSED ZONING - (CITY OF YORKVILLE, R-2 AND B-3 P.U.D,) /-' PLAT PREPARED FOR: _ t AM RICHARD MARKER ASSOCIATES, INC. y t' Ws+a« 654 HEARTLAND DRIVE new""' YORKVILLE, ILLINOIS 60560 i AAVEXA7OM OFFICE: (630) 553-3322 •,;Y•YK {b Y } FAX: (630) 553-5736 /a PROJECT CONTACT: (, ` MR. GARY NEYER '! (630) 553-3322 7. A I ,.� RK;NARDS, MARIANNE ltd. t jl<n, ,« COLL`t'i - COOPER, RONALD A. PARTERSw' A� J. E I '��./.- 04116E FAMLY FARMS LP LM PARTAIC37SHP FOUND RAILROAD ASPHALT or,!`00-1-104 J, Il p t 0516-100-0 D / 05-16-COUNTY ,DAU- 00-0D4 .SPIKE OY ASPHALT Ky.I)ALL COINTY A I OAR1'N I !;' L_ IBaDALL COINTY 4-I KENDALL-(CDLNTY Al AD CKENDAL-A-1 �q EI 9e°aNV6J6W t, AAK ILITm ■ EVANGELNGELICAL I tel+b l«m+«NR,M t«Ia PAAw I.N a� COLUT14tNTY I O I I � II II Is w s r t zfa%„m m+ asNv«r axw.>am w m b s t«w,a t+I2 t! I I I wro,,W.,ss a•K r x ff ur RtNarro:6V wz R G-ILH 056-300-009 KENDALL I 14-I SILL mn LbL.NS, s.w r o+[6L 6 aruf/N dA C.R1K�r•,.P.•w/ L,4PNNMLaOvMAA1Es N.a 9. 1 K.va»s c :rI�,aar«aY ms tLV rr, I I >b «t I fm „0 tb-II IY I 211 ¢NSR TAMS%G Ei.TPR 71-1 (I3• S1MO R.aW x°° zae 769 JOAN I f£1ER.L N ALT KA�",X 014 ost�IX A LPX .EI.POC7 Cd T?ArCtS O RRA/WAS CO.N111 A RTcEGN ff N2 2% (650)39.1-71eO AX I-` P.L.S.SEMOt SIRIETLR �� en5 lY lG 174 r Y eALA,)5.11-1560 393 atD 101 H6 +" 1'6 Q0114'E E Kt Q' C1,OML{IV(YIAER I ��an-J Ir.Y im I xr GnSEE.. CLYDE MAO Tn_ CONFER GQ( P. LLC M_I TRUST OQ xN an 9.LF6•ARTC I RA 1fe z1J ` ,Y' tlt IzB KRJDA�ET-300-006 A4 KENDALL COUNTY Al C=NTY at C>•rKr300-009 I I !« xr4 t / +b to n I KENDALL COUNTY A No „ b °eb 1 T eY a y, m 1H u y loll EDP. ,A "t+ t tO I '/ T Yx STEWART °MM" LLC T t'! n e« YI 05-22-200-006 I ENDALL COUNTY A-1 /T «• 596 4b Y Y t 11 Y a I m >m PREPARED ON ANY / M FEBRU A I I L.- N«%et mbtb b«4G •m I / / bb f0. I ar 1- JI PREP BY. E1.RKIAARr. I - .� MI KEMALL V i / eY Olu s WY ORAL LAM .=4 ALL !y �I !fa «t«, III M% ,« « eG 9u No.3759(EXPIRES 11/30 ) �1 �6eA GRAPHIC SCALE A« � 0 aT4 !e1 117aJ ltf !t 16, 6Y1 �'b � - r e/ ep1 a e6e L Ime=960 n nb see' No nt ma ebe me m `� x j Tz9 I VOGEI'E Ne lY1 , Yt I ero ARNOLD - 4ITN°-R,ANNETTE M. TY Tt6 C£NTERLRVE WETTUAIER. I /_NDA11A O WS A I la rae I REVOCABLE TQLST BOUNDARY LINE LELAN P, I I � ---- RIGL/T OF WAY LINE 21 06.-900-005 KENDALL 9' KENDALL 1 rae COUNTY AI - LINE COUNTY At I I I bb I I SETBACK LINE ----- FA-VARE NT LINE 1 1 I 1 ---U - .s1=...j�ACK A7�TJ EA'' �DETAL TurTLE. sle e I I RN•A 05-22 1 ALL S 94AU H4YE K10 FOOT KEDALL QOU NTY A-I t PQaVr, K1O ROOT GPAR A A0 5 FOOT 5t1E LlTLTT)' E LAPA/IIALR^E E.ASE710V1S NDTES (/�'' 01T671M5� AU7� SITE 9ERCINNOK A 1 1.£ASEVENT OMENStONS AW TIACAL UNLESS OTHERWISE PARCATED TOALET SET IN CONCRETE AT TA NORTHEAST 0 1 OF INTERSECTION AT ILLINOIS ROOfE 17 AND 1 WERE 07Y 5TDRM SE,ERS,SAMTAPY SIEMENS M WIER t AMENT ROAD. YAMS ARE RUN ALWG- LINES,A WHXI AY 2O FOOF ROE ELEVATION: 705.48 (N3VD 26, vl (10 FEET FAf7l 9U!.)Ur EY AND OPAMAGE EASTMFNT SHALL BE SITE BENGIN A 2: PRO NOEA NYU FO RAILROAD SPIKE IN POAER POLE WITHIN THE AIOHT-OF-f1AY ON EAST SLOE Or JUIN915 ROUTE 47, ONE-HALF NILE-SOUTH OF ANENT ROME.. -10 P.U. E. ELEVATION'. 692.76' IINNO 29) 1 LOCAL SEV AW: 40•REAR YON KV I LLE, 1.5 MILES W OF,KONG HIORMY 126,S}0 FEET EAST OF MIDWAY 71 AND I>e INTERRSECTION,36 FEET NONTM M AIL'MORNAL'O CENTER OF NIM', 1>M,6 FEET'NEST OF TELEPHONE P.U.AOE.I I I I LUIS a.., nccrrnlyyt POLE IN CONCRETE POST STANDARD TARLET ST.111'TT 14 OT 1952'. ELEVATION: 727.65' (MONO 29) �BEu S Atl1E At7ss ANENT PAPO�I. OR FOR Or RYr PMT<M PIE SDUiNEAS1/4 OF SECRLW If 16«+9+M'Je TEN D,RNY4 l EAST OF TlF)MAT)M6Kl°K WD M,SETBACK YE.R/DTAN,CESUrGEO AE lTEL LDIRaMJT AY 1Me wiGrSEG11LW/y 1NE GOi1fIR,ML DF 6i„g5 STATE ROUrL MOTE' WTUII CANYEP6ION IENDINEERINO PI AIR DESIGN 6ASE0 ON NGA 29 WHY) I I SEE AG 41 fI01 THE XEJrTAEY EXiEN9LM OF RE MaRPi LRR Dr 840 SWUDRASS//k TFEM'E EASItaI ALONG SAID ELEV NANO e61•LLEV. (M9V)29) O-p� III LOVE(TOTAL)' R}DAT DM No.1 AC AM ITS f]'IFN9tl'°/ .n TfNIIES'iriR TEMPT SA4 NORIN WE�L 1 BEET TD mC ... __..- - - IS GREATER LASIFRLESYOf/LpPem�l u„��}ON RKM�R9iPANY MWI w NAY IN AT1T1t[RLY NESTEMY AND _.._ AYlP Ear I KONC S+tl EASTOlY lAE N SAG NQRTN DEM.E EAS/TITLY kow SAW-w 1w,,5N.m FEES --- I �� I-IO'P.U.dD. ro Rx IoMT v erDWM- w KEWAUL TDNrNA4 KE E OAMrr,ALIMMi aC77E5 _I L-_ -J LL I52 AO'E ROlS AMGi PAR[Ei: 1.ANNOTARON ABBREMARONS- N: RLF SWDAEAS71%M SLL,'IM r4/ORl90 J6 MOP1N,RAM6E r FASr 6 il✓E DOPD FFRwWK IrEIIW1,TK pT4PT 95L-BUILOINO SETBACK LINE DIE NMIT-DF- LIT IIIE/pY AND 01AAD'S MdAV RKM Y CTwPANY AIO KSV EAITPRNG/NE Rb'lT OF W Y Or POB=PClHT Or BECawING g1 B7 y TUNE'S STA/E ROUTE NA 47 PEN POOARNT NUATa+W-,DeO w AG'WLL MWSFR',aACA,L CoANM,,YL1NVIS AW LOtF Y M� STk7�T CtluRSL LYRxAIENCEIAfNT 1 ALD IREf'rMAC RLfAEfAGII,NAT PART OF O6",SCII ST I/.°F SW-IS R;I M NF.,D RAACE 7 EAST tf 06E IH010 P K LKMDAN DESOCED AX FOLLOAS LOMW WNP Ar-M2R9:cLIV,'o"IMF fd1GR I-Q' POC-Pte=P'JITLIC UTILL7Y ORA/NA( fASEII(NT 4110.'05 sr R'ROMTE No. 1 NRI THE YESR%Y IXIfIL9TM 6Y PR I1pPT1f LINE LY SAD SOUMEAY7 I 1,KNd' R.0 &D E. EASIEMI KING 540,VW1N:IR'E MG I)S 9OA'".m FEET FpA DE PONT A 9EOM4ML`+�M[K�IE,SWAERL r, 3 3/S W R(kR PIPES A/ANAGEMENT .. L6'E�� -118TH^SL:LLE PLIR•II r N N RAE U51 D[9>R0,0 .iN,41 fRT XCMEE RESICRLY PARALLEL NIN SAG MOTION 111K. _ - l0.5 S)TEET IO PN[ASIEMY IMF GK IR!-!UY ANO 1ILP'Oli'M R zl L9INANY""r--OT-NAY TI6iA1 - - - NaRXRJrtY rs,ERCY Nw Atl1RINERLY KONG.dw EAlRFLY LONE ro sN0 AJORiN PaARx EAS/08'.Y ALONG SAID 2 THIS PROPERTY/S h'ROPO.SEO TO BE N1TH1N B1E CORPORATE LIMITS OF RTE CITY QY __.. NOTIN LINt IN."FEET m INF PdNF it ME06AVMG IN mnAa To AW KEAU4L LGMNrr,x1RtD¢ 4 r T R ALL EX7E'RIOR CORNERS UNLESS OT w-c;E NOTED. 314• •91 ACRE R09ERT ANFNT PARCEL IRON PIPES MILL BE SET AT ALL INTERIOR CORNERS NITNIN 71 MONTHS OF RECORDATION' Mf.w.RTNU3r aM,wTETe OP SELXOV 1I,TORR6TRT'.K AWRM RA/xraE f EAST bT nR TTMD PBYMPK HERMAN 4.DIMENSIONS ALOUD CIAPVES ARE ARC DISTANCES WLESS O71TERwiSF NOTED. EYCEPT A SOW J RN15 RLY Ori THE REST 1wE]a/EPFOF CQ'KH:O 10 IMF FOR AAD•TRIERS RKIYY rwsANr n a®�W r D s7rrEla�'c ror AND RErDImED AEawLARY xt 19v M nr RFC°apw'S OFrxf a• PPELyNpfjY P.1 D, PLAT A1NOAU LnrM n.I w A'IM eG AT RAGE 2n A NO DIMENSIONS SHALL BE ASSUMED BY SCAL INN EAI:/PT A TOV FOOT AY 6°n L% AR:DYTK,HAT PMT OF THE NORTHEAST WARMS"OF WCXTM 2r TONMSHR' 6.ALL BEARINGS AND DISTANCES ARE BASED 0/A LOCAL COORDINATE SYSTEM. FEfNICT�-PIED I.KW�t� .%NORM RAATi T ENS!6 D,E XYRO PRDR_II•K AFAMWLI SYJiGE OYD AS/TX10NS GdWOWWtO AT 1NC AWR T CORNER OT SAW.g'C1APV 7r:PRHCE 50UiN eD AM,.,S 0.l AWRI)ES OS SEMV09 fESl N FE£7 0.5 LiFA51MED KDYO rF¢ImRw ERIE a-THE AptTNUSr OEr ED Lt SND ASTON n:naAQ sou Y 7. NE7LAN0 STUDY 7D BE RENEWED BY p1Y PRIOR TO FINAL RS AN£RING YORKVLLE, LLiVO PEAPEApKiR.AR m RIE usr tN'R71NED CWRY Ere aFfr ro TAE NOPRRAST LRRAER DF TAE,LATE.SGL SSW PANT avC n,E I.cr a rNE6ICr JWiN m OEOPEFS Y2 YTMITQ H YCaIwS w'r eao6,SFr S3Gp(//nI $�£N SPACE TO�OWNED AND MAM1VTAINED BY HOMEONNERS ASSOClA P 61 Jl AA/AJ S l6�`wb ME4f 100.00 FEET,RENOk MHM Ot OEfJNT]n AIWVRE4 Ii SCSI 6000 FEFE R2TlC£MpPiN 67 6EnaET:3!1 Na61iE5 r6 S:LntOT EAST IODLG FCE+ro PC PONE tf KL $RNAL PLAT MRL ADHERE TO 41NIMUN ZONING REQUIREMENTS PER 7NF UPkiEO CITY L1F KYPKLRLLE „AD4W1 calNn,eIWO's fa S 870&dI1(PARK FIE)TO BE CON1kl£D ro THE UNITED CITY OF T'ORIMLLE. RDAW DIN BY: INT- DATE PROJECT NO. Rl ALTS CARf PA4YFL if.S 794-809,813&8N 10 BE CONVEYED TO THE HOME OMN£RS ASSOCIARONS r. T Op 7 090775 iFrt A'aRPIKESr WARiFp 0".SCOOV fY AND ALL-7 AA-OF IFK REST NALF aT m£-WRIST:Xl N,FR Or rT.RLANKEMD ACCESS EA.9EMENr HEREBY CONVEYCD TO THE UNITED CITY OF YLNKM1Lf OVER L 0611 BY: TNT: NptlZ SGAIE: SHEET N0. ,' 5ECRW TS Ll#G NppR,pSY lK A WRYi RYAVNRK RNGARI 30.°PEST NA/F NWN DILYf eC'OFIS'Af A PONT QY PC ]^�4D0' REST O Sow-I NO V I A ATION I OF 930 FEEF H SA a S`Sa1RIRE9r m6NeR OF n1E nARlmKS! S 794-808,813&624.SEE COVENANTS AND RES7RlCROVS FOR LANGUAGE AND OESCRMROFTS. S N A T aLAPrI'N a ns SOMTNC3T OMAVrzR AFnes,��AND MANS NM AF STEREY m A awr w nc EAST LAC OF 54D iZ INTERNAL RTp1T-OF-WAY ID BE l7£OlCA1ED 70 THE UNTED CITY OF YORK MLLE 4 CHK BY: TNT: VERT 4CAEE: NSI NAIF IOLO AEEf NORR1 fX iNF snllHtl CORKS ff SAW KORRIYEST OIANRDT aT SAG SOUIRE 5,9WARrER ALL 7 fASr OF RAF(TARO YPMHB°K 9eTAOAN M PE IOIXI9F a ATw,t.co-, S CLD NIA SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U.D. PLAT HEARTLAND CROSSING aor rue:s,waa� A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 {/" PROPOSEa J06 ANNEXA� FJB578VC RRESCPoPRIE RAW AMENT ROAD ------ _ ----- ,141�a sB ---- ---- --- --- -� I NORTH LILAC OF 7W SOUTHCAST OUAR7LT7 •: . a..,. I Iw ,i •:snM.r „l*Q `Mi 'b:i#w�'MY,Y+' o{?.. ro' r I I SITE 1 OCATIM MAP Po, � I �n I 9.50'S8B 3Oww I I I y , I 1 I 111 � 1 I I J I caN Ea I I I m r-ar- r I Jo- Will I I I , ,,. .77-- ' I LOT 821 I 1,72$,62 S.F. (CLYACMAL) I T. 11 I I I i I 1 I I I I I I � I I I I NEST LMK OF WE SOUTTIIEAST QUARTER OF'SEC 16-35-7 I I 1 7 k b y 84Q45'NB8:T0'S5"F z O L' eaoo' vaoo' ', ' TJ3b, aze'a' PRaIIWNAR f P11D. RAT �— ——— CROSSING zaan9- — ——— — YORKVILLE, ILLINOIS LOT" x 2I I �- LOT 810 d rz 2�as 1; k;, �r�95 s��' 'LIT sr. $ I 1lMpdM 0181 81: DATE: 1 PROJECT NO. la Ri ,rU'F/C£/UJBTEO RETAIL) r. 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'� LOT 251 1i N m 111 I NI I°a - ;.1,098 Sr + \ LOT 183 I D B!B270. ' � 0.00. I f I I I I�' NBB't.7'4106"E --S,>i6bj''9? 4 t 1 �y # € 10,200 S.F. 774 RI lz 00 1 \ LOT 208 2aoo, m SF. se7e'w N 10,991 S.F. N88 78'120.00' r1006 LOT 01 S.F 8 m LOT 182 I°- ixi00' '- E $ 10,200 SF $I tl -_ He4v1'•75" I- J w a � - LOT 209 U 12000' I LOT 292 MI I I 12000' ,, LOT 249 i o, I �, see7B'es'W lU I 1� LOT 297 .,0 I o v,y 14957 S.F. 0 0 10.494 SF. 10,200...E ti $ 14200 S.FI 1 I e1 I° 120.00' $ 11000' 1 I_ 120.00' Y LOT 181 I LOT 254 NBB2e'Oe 10.200_F g I, Nee2e o6"E I- sealero6 w I F 14206 S..r. R see 2e o6 w J3' w u m 120 w I I $ 1 I�^ LOT 210 l J•�.' I loe u n o +� LOT 291 m 12000 LOT 248 s8B7B'05"w. LL��.. LOT 298 0l 1--F-- $ 10,700 sF �1 I i� 10.200 sr. 8 1 I y�$ 1¢200 SF. p N6B79'06'E - Ji I!^ 142170 S.F. $ ° Im m I1 w' �- I I 1 1 LOT 180 �1 to 110.00' _11 to u LOT 255 �_ ;2n.�' - I N8e7'o6•F 10.200 Sr $ 333111 rr ---- ..BB7B'os'w ' SBB7B'06'W $ !0.700 S.F _ $ I N8878'06'E I - 1 1 _ 110.00' I w ° N m N I LOT 290 u1 IF 1 _I 120.00'.----__. �, �`^ LOT 247 I to 'lox 2sr: $ seB7B'06'w -__jF4• R0wIm $ LOT 299 14200 S.F.' o IN8878'O6"E' 'O R 10,100 SF $ 1'3,200 SF. g I 1° LOT 792 �° I I _ m o JJ' 110.00' LOT 179 I Ie 202 JB0 Sr. 110.OG' J. t m LOT 258 110.00' $ !0,700 S..F S I-- 120.00' (WEN SPACE - N SM78'06"W N8B28b6'C S8e28'06'W I I 1$ 14700 SF o- I $ 1 I NM78'06"E TO BE CONbE TO 774E N,O.A.) I I ul IN I°i, - o k' I"„ LOT 212 120.00' I4 1 LOT 289 1O.o0.' ,� LOT 248 01 I$ !0,20.0 sF $ sBe Q6�a'w �I W,4 I LOT 300 66' 0.w $ 4200 S.F. o i Ia200 SF. $ $ 10,700'F. $ NB�B'067. Il i; seB2e•ac'w� '1I I 1 I$ -- , N 1zo.0o'.._ 110.00' I`0. LOT 257 120.00' s6e7B'06'w Nea7a'ast I w Ne878'05 E smwroe"w 1 Ig +o.2U7 s F. m LOT 179 1 1 Im ¢N $ 10,200 SF RI I�n I u I 120.7;0' H a LOT 245 LOT 213 LOT 301 $ LOT 298 I °ol ° IO.N10 SF of R 10.100 S.F. S`2 11000' It 14351 5F. "' €. 10,200 5'.F. N8B7B'06'E J c: _ \Iry m`L p -I IT H SBB7e'Oe1Y yl( 120.00 I I Iu LOT 218 i" tt '�_ 110.00' 120.00 IN 720.00' 1 1 ° SB878'06"w N8B7806E SBB 48'47£ S882e'06'W $ 10.200 S F ° I I 1 4I IN + m LOT 287 �„I _ '20.00_' _._ m L0T 214 U LOT 244 17 1 Ib LOT 302 n R_ 10.200 S.F. $ ( NB878'06'F 70,100 SF o.l 7 ) 4 �)0782_S.F ' moo,p II SB87P'OB'W V $ $ 120.00' I I i__N1B2708.0'O06'E 1 58818'06`w 0200 S LOT 243 of I IiI r-L OT 21 7001 S5 F 10sr. N-8878.06-1 c woo, /IL. SF e m 0 !0..00 �. 1100• i LOT e h 58878'06"W I I iN887d'06T !/ rry sc,�ori• � y�ti`v N?9`2jyj p;l.__,i 1 �� 1r„ezB 280 s.r: o F h GRAPHIC SCALE LOT 242 LOT 286 / Sl'7�' $ 10,100 SF. 0'QC y LOT 304 12.250 sF. � � 6 111 m rare 1,0. tc,787 S.F / �./ c?/ / 710.00' I 1.-- 1 men=ro n /14846 LOT 291 s.F ,y, 58878'06' � ��. 10.''`� 0ti "fr•$• � / /" LOT 284 zk '?o m N LOT 241 a N n PRELIMRJARY P.W. PLAT 7-,fr 70.54t s.r �dbt / /10;. Jksb ski• = a rtdtr Sr I-EARTLAND CROSSING YORKVILLE, ILLNOIS 44 N LOT 262 LOT0S A16 I 4 LOT 283 'd �' /484862 rs3,T SE. hq.oV 76'7!jy !4010 SF. 2 V S O1 '� (OPEN SPACE 16 Al { I 9�•, / 9 'L9 �G 0D tt°'pry0� TO BE CCNWYEO 2ry0 REN9ONS OWN 8r`. INT: DATE' PROJECT NO. . .1,� TO Tl2 HO.A.) LOT 240 (I 1. .ct _O>/n JGS 01 27 050735 17,750 SF. p,J 4% / z BY: INT: NORIZ SCILE 91EET N0. mot` LOT 263 ^ _/`� s. N/A 1•=60. 4 Cwc Br. iNr: VENT SCALE 3 FOR CONTINUATION SEE SHEET 96 ---._-. 4 CLD N A SMITH ENGINEERING CONSULTANTS, INC. am/srxINEE.Iac7 CO A.ND et1QANTS PRELIMINARY P. U.D. PLAT ; , HEARTLAND C R O S S I lei C nI,7Nas P90l1aOlONA[.73RRON P®11(i lN-000loe L9W'.FNL:ONl>'.'S-P,a-Raf.7.g A PLANNED UNIT DEVELOPMENT '""'°` PROPOSED ZONING - R-2 P.U.D. AND B-3 NOR711 LINT OF THE SOUR{EAST OUAH7ER Or SEC T6-36--7 EXISTING PR£5rRIPRIE R.a W. 1 AMEVT ROAD - 375.07' $o ve :E I LOT 822 98,2JJ SF (PO IF INITIAL UNITED OTY OF YORKWLLF LOI'FOR !w WATER S70RAGt•'1�ND I ' TRFATVENT AElLJ LOT 8 .I m I � �,�.y9h r I P■i pry � + LOT s O IQ2_6 SF. m a' i i e �. Y LOT 10 ~ 10,200 S CAST III LV 111 SWTH£AST 1A11 Z (X"SEC 70222' N � LOT 11 NAB78'05 F J �. \.+.. If,27J SF 85.89' 36.J.5'I 0 I h- s� �_ Nq5 LOT 12 h \ 15,886 SE 00 A 1 5 \ \- 6019E \ 86. LOT 13 I I2,5G3 S.F. a1 1N SITE LOCATION m m 4 LOT 15 m `$ 10,200 S.F. g , a IN lozcc sr I LOT 16 8 I- I �iL I 72 8--wr I LOT 17 10.100 sF. 8 _I ' VI r _,I 120.00' N8826'067 P' v 33' EIT UI 18 1,22MX713 F, g ___ --- Intl I _ 120.017 NB87AYA6'E 1 —66, R.a I m I �I IR LOT 19 la m,2nn sE S, FOR CONTINUATION SEE SHEET 0 1 NB678'06`E I 1a ( LOT 212 u t?0.00' 1? LOT 794 (OPEN SPaCF 1$ 14100 12 $ S%0800"W of Icn s6,i39 5.F ib BE GONH"YED — --7 120.0070 THE HaA.) 588'28'06 WT 1 NBB76'06`E In 120.00' m N8B7B'08 E LOT 178 S" I LOT 20 ro,200 sr 10,n20 S.F. I I �G lu LOT 213 I 1 I 1 III °0 2200 s.r. Sg878'06'WI N8B78'06`E n t2c.o0' A N8978'06'E �' m LOT 177 �1 �\.. 1I LOT 21 I O $ f0,200 Sr! $1 I$ 110.020 II'^ LOT 214 "' h I I $ 70,200 SF $ LOT 795 I o 72A,479 S. 120.00' 120.00' I (OPEN SPACE S8879'O6`W UI NB87B'06`E 12a TO B£OONVE)'E i NBB7B'06'E TO-E H.0 A.)a m l o f i 1 LOT 22 66' RO,W I LOT 176 1 u Rl u -�I m - $ Ig 10.020 10,100.S r. u LOT 215 I 10,200 5.r 120.00' NBB7B'OB'E i I _ 12Q 0 I 1 I I I 'Ne97e'Oe E u LOT 175 E'I 1 m I s 70,207 5 F. LOT 23 $ o Iu LOT 216 8 'I 11.686 5r u saa76�A GRAPHIC SCALE $ 10,200...E gi, 120.00' - o -- -- 1 1 - I � .95.00 - 37 JJ' i I IIQ 00 _ I NNW u INEB78'OB'E a Imir I .STREET Ci (ll1 F1Y[7 LOT 174 U I m$ 10,200 S.F. g �t _._ 230.37'NB8 8y 06'E -- LOT 217 ..°v no 10,792 S.F. $i 12200'___ SB87e'06'W 1 PRELIMINARY P.U.D. PLAT -AND CPO Ir' 1.19' 7 �,,3W,42' ORKVE. LLNO� sr LOT 173 1" I N II. LOT 218 W I I L IT 24 °+ O t2QO0' I w 71,686 SF �� "^ I FIEMlPIS L1NN BY! INT: DATE: PRO.ECT N0. FOR TINUATION SEE SHEET iF7 + 4n' or 1 +GS 02777/06 0507.75 FOR CONTINUATION SEE SHEET 116 z D!1 94: INT: XOfe2 SCALE. SHEET No. 1 81A f`=•60' i -...-.......CHK W. INT.- 1ERT SCALE 4 t CUT NIA SMTPFI ENGINEERING CONSULTANTS, INC. PRELIMINARY P.U.D. PLAT .L�1A� . HEARTLAND CROSSING l 01010®TN07�00ML DOICII 7W1,Ll4-909.06 C01P.Fill:010714..M1.-We1.4.p PLOT pLG SIAMAR9 A PLANNED UNIT DEVELOPMENT NEW 96073,505 FOR CONTIWATION SEE 8IEET,13 FOR CONTINUATION SEE SHEET A2 PROPOSED ZONING - R-2 P.U.D. ANDB-3 I � Iv, N I LpT 821 W I 1,729,,W2 SF. / t ice - f0' __ _._-- - - _.��-•�-` i ' LOT 305 67543�.�,.__ -_ IQ782 SF. STREET g4Ll a.5'NBd'JO'S5'£ -�-- �s4$• 1y � A L LOT 306 _ ye.89'1 : 10.762 Sr. y ct'm �^ 73.50' 97.86' L' 4 80.00 95.00' K- LOT 307 2oa$ 1! (I r-- I --- - - -- I L— 10.782 SF 2,p 10 i LOT 343 vI I LOT 310 LOT 309 K 740 12.2es Sr. �( I h o rZ652 IF II.693 SF.�t1 d 1,05.54M � 170.00• I 103.15 LOT ( I I I Ip• S88'JO'55'W 9650' )0'8 19'24'x y 10' 40 t 120.00 66.90 LOT 342 I I �Ne626'30'E I `� rQOZO SF. o I I LOT 311 LOT 280 M I 10.215 SF. �? y 70.020 S.F. i I I (20.00' I I SeB'JO'S8'W 1,20.00' 201,380 IF N86'30,55 (OPEN SPACE E LOT 279 k LOT 341 41 I 70 HE H.O.Aj 10.010 SF. laQ10 sr. LOT 312 ro THE No.A.) 3,p• g 1': 1 10,200 S.F. I I I I t20.00' LOT 278 I I NI SO30.55v ,Ka' I2a60' 70,010 S.F.I I I I I & I �JO.55'E ,6 m L�F. mI I f I 140 10. I Ilhhsm,*,, LOT 313 0d li I I I I 4 to 10.200 sF 8 tq LOT 277 A I 1 h 11.354 S.F. I I I 120.00_ � ♦ 7 b / by ! I la LOT 339 �I I I—Ne630'S5E II_ �8 I I I i,2o sr. `sl 1� I LOT 3114 III$gg 10200 S.F. 8 �+Y LOT 276 / _ 110.00' ( I 10.895 S.F. / 58870'59'W I I 120._00 v/ I N68 30.55'E I I I I PIr I� LOT 338 I R.aW LOT 820 ti to I 0_x1 sr S c. r LOT 315 J: I �N Ip Il0,100 I' I 376,466 SF I y _. I 1 I I'' O 120.00' (OFFCE/L/9/ED RETAIL) 5630'55'w I I V I I 1L0O8ZS 12000 I I 4 � ti 4 NBB70'S5'G 14 b 1 110.0° •�, ' V ml F I'...- v 579.14'11 W 1 �LOT316 1 I I I 120.0°• 17.485 SF. COIN EO JO' I W51-46"M l l - .1' �„ LOT 274 ♦ b 13.360 S.F. \ . I o LOT 338 \ 1857 'YA w •w♦ 10,66)S.F. 101r3SFd ♦�q /y { C7 1 I I E �S;X60, J\ \ �� D•� ��', •�1P�J' / bb 4ba 06 6 335 ti \ LOT 318 12947 S.F. C f LOT 273 llod?�0 �1qi 2461 sF. 803 b� �� P U1,p�'E I I # �' �'- \ 'Pi• a. ' m LOT 272 I' I 1181542 s1 r LOT 334 `'16 ' .� 'Wy�� y rQBHS IF= I I NEST LINE OF THE SOUTHEAST OQARIER (OPEN SPACE 70,651 SF c♦ `(. a SEC 16-J6-7 I TO eE LONYEfEO y .y 8.1, � 1b� C61 ro 7Hf H.D.A.) t I 4 10,0020 sr. ��. LOT 319 ~ I I I .1I, 13,305 St. t1A H 1O '� I '63, yayhb SWTH UNE OF THE SOUTHEAST OUARTERJ a, I1 _ OF SEC T6=3,6-7 � LOT 795 I .rs�.19• �'•Y. � '�0� \ ' 274{5 724,479 Sr I I L=0.62 P I 0 I I ry 1(0�' m� y LOT 332 ^' ` a LOT 320 a 1 I R=15.00 _ -�'- - _x-77 \ IL - X26'- t Z'p LOT 328 J7.62' 14,806 SF. I 17°85 S.F. `C�- - T' _- a _ @S2 j' low S.F.�h 6 ,w: N4J'19'14"E _- � STREET G a? _ O Ay .151_ --N> - - S60zr*42 y ��.-.z_ � a- 5• mom, DoT 329 '?401, *u� � 30312-_ -�'--._ L°IRS?w It7C;0 S.F 6 1 ^ I .3 F�i ---- 10' LOT 331 LOT 321 NORTH LME OF W 10 \ 6 ti.666 IF / 11,065 SF. �yy "NEAST p/AR71" L 62 R=2500 r I s�B gg ',5h LOT 330 / p R OF SEC Y1-3,6-7 74,779 sF z 8 b / y •4rr�h7• NVV t � y LOT 322 10' 13,.067 S.F. Ir� 30• E � '3,m. / �\. s,�' ,,�\1U ' PSI MEST LWE OF Ti/E Na47H£AST QUARTER I pb `p2 w i `cyti, SCI W-SEC 21 o t:\_ r LOT 323 s 2 LOT 327 *O'S L.J4.05�1 if,a95 IF 10.942 SF a 3 ;H LOT 324 1� oy GRAPHIC SCALE >I I LOT 819 I >E y� �,� LOT 328 N, 11.085 SF p : s - 178,834 ST. •o } h (1,065 S.F. p LOT 325 I I (OTTJfF�,,ACTED RETAIL) O1 m0.. ^ 17.085 SF. 30 11`11 3� 11�y.41 ,y( (IX IBet'7 L' 117.41' yP14 L I-e=6o K '44'W 10' I 5�100 P.U.d0.E I � PRELIMNARY P11A. PLAT I I LEARIL CROSSING YORKVILLE, ILLINOIS + II I L=a» 10• 20' I NEM1010 OLIN Bri. MT: DAIS PRQECT Na I I R=2500 I. A I JCS 0 708 050735 _ t 062 9Y: TNT: IIORR SCALE: FEET Ilm ---_-_J - 96'-_ 1 NA 1._60. -_ - - -- - 1±+T - -T--i----__ A 4 CIM BY: dT: REAT SCAIE: 5 FO-CONUATION SEE SHEET NO S 01.0 NIA �Y , SMITH ENGINEERING DITANTS, INC. PRELIMINARY P. U . D. PLAT CpD/WeMfA CGI N6M AND A79IiTGm HEARTLAND CROSSING �°° ° T� OJ.LYOS PROlCS90ML WSIGN tDS[/154-MIN A PLANNED UNIT DEVELOPMENT PROPO5ED ZONING - R-2 P.U.D. AND B-3 T� FOR CONTINUATION SEE SHEET h $SQT• FO R 56e79'06'w I CON7?NUg7T f T?4.19' _ 0�}' • ,ry OO' Ory SEE S9J•4p'54`E-_'-� u LOT 173 LOT 262 LOT 793 A 'l'r576. 3�E�113J( o y o,a4s SF. <JSOO s.F y•° J7 w n g azoo sF o LOT 283 }, 1 (OPEN SPACE �a Al ` n' IL s.F/ M19' ,�.1Q °,y TO BE CONVEYED 11,074258. T7, -a/ 10 ME H.O.A) LOT 240 ., q - 6' / "/ w F� LOT 263 / 7 LOT 262 / / / � 2 `"roscs sF 6 b >.• LO' 41 '$ �2' $ x02 Cp+p° ,ys. / yy� s�°c�• tAAi° py� ��4�"41. / yb. I .I o. S8 I _t2o 00' ,2,849 s.r: II A} } 0.2001 d sae�eo6'w �� y � pi / LOT 284 5 '�° / �( LOT 281 / / 10,200 S.F. 10.200 SF. t!A 06N} i0,01U SF / s� 00 tip $ 1M1 q?0 'ib47' ''�t(G� IN LOT 171 0 ? g 0.200 SF. �O I / LOT 238 LOT S / LOT 285 10,200 S.F. / h� 7c0e'9/55'Of. 720.00' 10.020 SF 10,200 SF 5887806 DWI y>F,•�,� �' i*� sue'� c� p %s b- 0y�/ r�. .r,�o'%`�- ,o�'✓ p i." � r .y 6r •{�. / LOT 266 `m LOT 237 ]r.�917'r I x l 1 10,200 S.F. 6 !0,z0o sr. / LOT 221 10,20'0 S.F. "p,. •+[,,, 4, Oro O ?31.e4' s 4�. �, rye / .y, 37• � � � a�� 5897e'06'w LOT 28 �" �ry0 0�M ;. / pg. •:'b. CQ 5j8'SA'41'w z. I .°ol 7 5 0 LOT 236 IG,200 5F. �, p0 70,200 Sr. / / LOT 222 01 11 r / i7• ?o �. 6 d' 2+Ir�4 / 10,200 SF 106- 1p °'$ LOT 169 $1 y. / 11 a 1X320 SF. FSy/ ryp 1.`b. 0 9 cP s ao 5y9 u.. 700?8 8B of r. �`� LOT 235 k /.i,/ 05/ �- 5({1 r ]p0� 70,200 SF / 'a%` 0 ,y, LOT 167 Ob/ LOT 223 9p q 10,942 S.f. /cp 10,100 SF s78 1p 10.0 S 2ag m to 200 ss 1�' / LOT 224 `^ ro�5.9 .• r�1p G�4 i��1// { a 10.200 5.F. c71 a,�:� \s`1/ 0.52.109 40.63' LOT 233 j i LOT 165 Tr LOT 270 a 14200 LOT 225 0 rt.,20o S F M1 �/ LDT 130 t3.44e S.F. ti' CP yy,v / 10,200 S.F. hh0 °D '�' �, 12.753 S.F. / 4 LOT 131 - z 12,223 S.F. 4 I O of I 1l yT^ 5M1 E1' 10 oa sF / / �, ph 600' 9� LOT 164 " }p ,`b. m 94.79. z ZI 51'E +t R,.. (,•" 10,200 S.F. /6' E 4^' 1Ne0 AM1' 1 LOT 226 b S 7 'VI 1 �'•�• 10,200 SF. �p lQ "f' `� // LOT 132 141'3376ya 58829'06 D s'Ts: y� $" 10.612 IF ,LOT 271 .�1. / / :$• 00 pry 14.496 s.F Wz LOT 231 F p6' LOT 163 r s•6.$. y1 �? LOT 1291 z \ n u ?3,260 S.F. 6 / `\ 70,200 SF. p e- 11,511 5.F r0. � LOT 227 '0,200 Sr. oo "y+ ''a / / LOT 133 $ \_^`^ 3,Ig /' .r 'a 05' •D Q>. /� ; Q !LOT 5.F .{. 2 ' l/ „• ' 0h' J.`b. Lp �. s ? M1yM1'`q °>=bi ! m LOT 162 AS / 'E. �A, \• L 10,200 S.F. py ,.`b. 1P >c 4' \ / LOT 226 10200...F °0 2�� /, �, GJ �.. LOT 128 a c7 \\ :� 65' ��. � LOT 134 .(. 17,985 Sf. b' d LT °s .!yam 37 61 LOT 229 \"a. ,� r0Oo0161F \ / f• a` /sm�$. 0 00�°�ry9 'y. }N 10,9?5 IF LOT 127 y L 1.19 `G N LOT 135 �S r •v �� 1cf" � 6y. / / 10.100 Sf: 6 p0, 11770 sF `{ b ? LOT 230 LOT 180 $Ai LOT 272 v w�, 71,080 SF. N� X50, \b ?1,702 IF p; y 10.895 Sr, R °$ y1.°p ti�'iq�• }" r LOT 136 ``• ti y N r r 1 +fp; ♦ / 142nD sF. �1 ^+ LOT 126 66.♦J 0 906 • 1p� �$• .� b l 159 A N8077 W 14,0297 . %y7 96 ^ 2 ry pQ7' O _ h , LOT 137 •r14gy Q, 0 LOT 158 F° 7 1, 10.485 S.F y �`9^� 11,J7J IF f '��--- /b' �+ Cb. LOT 798 �'• f C rM1 } NT? Iz- 1`,� 70.29' �"4r. ��b 91812 SF. �0 LOT 126 � nl ' �" OPEN SPACE 12,155 SF I �+ O LOT 795 �'�' *}5g SCPo' Sr�9 sa• ip BE CoNV£`ED P �4/ IU A/!H 0.A) '2 724,479 SF, 87.99 M i^ In i (OPEN SPACE N89'S472'iV "O p 9174' $0S:6?•N L__SA45' _LU Ie 1T SOUTH LML Ll'"THE --�,T� y TO D£CONVEYED SOUTHEAST QUARTER 051./ TO THE H.O.A.; 3 m OF SEC 16-36-7 N75 "89W I _ - � LOT 157 NOR77i LWC OF THE , �- t9 1,865 IF !� d 6' \ .(, d..^ NORTHEAST QUARTER I LOT 124 0Fc 2r-36-7 od 9y M10 P m z,r5 IF 70.29' \ ,}M1e _.w \ LOT 139 r" dJ Ct 10,200 IF LOT 156 ` �i•, 12.270 SF, o h LOT 155 13.!00 SF LOT 123 `' IF. m `'b'•�' 59.950 �oy v _ �;.•9" �� LOT 140 _1)4.89' °sf \ 10.200 SF. Na7riY54'E 771.gy. 9670' 4 �`�r. \s '�.\ �r ,•P . N66.p1 1 Ti ':{y9`7, y LOT 154 ♦ \$. ��LOT 141 �. `'� LOT 122 a� °?. 10,522 s.F. \ `'.. !n,291 SF LOT 101 g� s9?s f• y1 ms 70,zoo_.F. m ,., o. 11,080 IT LOT 102 6 ? c{1 LOT 100 �$. �g 11,o2D sF 8.0� s?• ss�.;r `M1Crypo6 R7.\\ \m �0170 �.i 17.080 IF ,E _ .{.. S�} LOT 153 10,200 IF LOT 142 Jam' I_L 7,y 1,00 215F. B f �1 Y1 \ \J\ x4200.S.F. d ��, � s ,1,ye°� �>\ �� \.�, M1a��c .rte• LOT 152 P� LOT 143 LOT 104 10.700 IF, Nl�k Ilk x4200 SF �y .r1 '�\ !0,100 IF w lorys LOT 151 LOT 105 10,200 IF s�.\ O \ \ \ 40 SITE LOCATION 40 60 t I. 00 O \ \Ry FOR CONTINUATION SEE SHEET 09 GRAPHIC SCALE L� - � � J r --1 PRE 7 PLA. R AT EA12TLA CROSS YORCVLL E. LLNOIS NT: GATE pR NO. 0507 j � 1 _I O JGS 1 01 77 050703 �' I z D611 8T. MT: HOPoZ SCALE: 5I1EET N0. VERT SCALx•_60• 6 l Q6f 6r: MIT: E: y IXD N A ! I SMITH ENGINEERING CONSULTANTS, INC. fM1'II✓RI8UC111NAL�N= 11tf01!1HY YnG�R1'OAS PRELIMINARY P. U .D. PLAT HEARTLAND G R 4 S S I lei C �«� 1aN -Imo-90030E C°YP.T1IF.030735-Pn-RbGdry PLOT.i!£5 ANO.fEO A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET 314 120 00' J 1 _-- SBH78'06'W' I WE LOCATION MAP 0 9500' g 'LOT,_ JZ42'I o.za0 I 24 m 7"00' 7 4 -"L,";SF I SBB7B'06'W I°. 1 LOT 172 ul I r ;x 78'O6'E.00 $ 10.100 SF. oNBB I 120.00' I ` LOT 25 !« I �- 58878'OB'W 66' JRO.W l0 I =� I°+ LOT 171 120.00' g 10,200 SF, $I I N887B'06 E I I l IIIL� I X00' I I 'y L?T 26 1 C --see7e'a'wl to r..x s.r: U { t M LOT 170 bl nr2a ry1^ a10e.J71a.6'o ts S' II d INNBHLB8OZ7T B A 207 ro120 695 56 E F 12.00' zi LOT 169 o I TA. 2,920 SF £ -. LOT 28 Uivi EAST UNE OF THE Ttl JJ• 110020 SF, oV I SOUTHEAST QUARTER L..t9.81' 40.63' OF 5E0 16-36-7 120.00' 'r 9863' Nae7ab6'e 6,t 29 1 �; LOT 29 -' 1La52.09 406)' cr;n I I0,020 S.F. l I U 1 120.00' Nal N7B06 LOT 13 O 10 12753 SF II o1 LOT 301 ml 110,020 S F $ tp4 3 y 4 yA S88'18' I I N887B'06'E 67�i 'to- ;, �I e � m _ LOT"' N bl LOT 129 w �LJ s^ fo,J . Q ]1,571 SF. ly 111.55' 1ti01\q`' M1''0y�00' ! T Iry I A e 32 - I 'E LOB 5128 q 11,LOT.`.BF SF I ��^y,go1j. •� o � 91 �� Oa �M1' S4za7. I LOT 127 6y s8978'06"w I m,770 ,4 LOT 33 y� i ti 981 SF I 1 / LOT 126 M1 p1` I 5064E 2J.TO,/J93F. I Is W.M a CHEW SPACE ro 9E coNVErFc NJj \b RJ SHE HO,A.i 4,77' /� et' ynY SaT.k1'OJ7'W 41 LOT 35 5" SOUPI UJH LINE of 7HF NORTH ST QU THE SYII/REEA 6_36_7 ER I OF SEC LOT 125 eI _° / ]1,531 SF 1 OF SEC 16-J6-7 I q`s£C a2-J6-7 11.155 SF. VI I I V��OO y1 SB774II t7yh 1 139.45' J n Iv 9532' r S88155i-w _IN ie __ s _- - 7 'E' - 0.00' w - J 40.00 = " 'f 5 N o W ` a OEP�ON LOT 36 � ' z NORTH[ME OF THE LOT 124 , \ 71,"TT.4F p NORTHEAST WAR TER w� �, S0151'07'F F 12,755 SF. _ Sy,s- I < rY SEC 21-J6-7 q.� \ \tilt 0C{T xEy - 94,01' 5B752'14'W o- V LOT 37 O 101410 a4 N L07123 ' .r!♦ `S'�'o, r \tiO(��('P �: i I I 38752'It'w 116JB S.F. \,"nR d!♦ �!` '$' LOT 38 5.F I I gJ I LOT 122 •',� j \m p a0 r F. N 1 10,291 S � 'ate,- 5 \ \rro151 y I I JI O�y ��yryOLOT 142 �'J'o �.@ 9 LOT 39 p� 10.100 SF. 9 LOT 121 �1 \ 1N 71,774 S.F. I I 9)812 SF v Q, 13,73a S.F 1 I 1m O '� s\ 12$02_ 4047- Ay �I LOT 143 12000' 11 ro,zOO sF seso6 LOT 40 M.lO' ^ �N84 10546 SF \ \\\ \1 NJJ'08'45 E (� LOT 141 LOT 120 I D a4 70.793...F. �. �lb �K 83.7 I z-►�+ �sy SBH7B'�......"W 6' R.O. LOT 41 \ LOT 145 a\ $ 1.01269 sr: o, I- \ rye �. S.hO wI 120.67" WST 5yh \ •'� LOT 119 w N68'28'06'E I NORI UNE OF AR LOT 149 \ !♦j I NOR7HKESr QUARTER I- 10.200 S.F. -:\ 241877 SF, I� I I I OF SEC 22-J6-7 �If3• �!� .`J, Ie U LOT 42 er" I GRAPHIC SCALE LOT 148 18309 SF .> `\Gr C Ix.si' I 67 4767' '^ N8BZ8'06"£ I Is" ry 1 n 7[BT 1 NBA78'06'EI.� S0� �� 2 jB� �^ LOT 43 `m"Y o w LOT 147 '/5• I$ 10,22)S.F. $ u w I7 348 ST. a95..5e I- Yj'- i PRELIMINARY RLID. PLAT LOT 146 < HEARTLAND CROSSING 'A �0 4ti 11,017 S.F. N� NB878'06'E of I I Z YOP"ILLE, ILLINOIS ''Zz+• ,y y LOT 118 S I I I- s ♦ 1.3,JOB F ro Is>, LOT 44 M 0 'TZy 4s N NI 10.200 S.F I �Sll w Ic\1sOna own er. IKT: DATE: PROJECT NC. 179.e7' 1 O r Jc5 ce/f_1/Mr__ JGS 02 27 6 0507J5 OB1" z HORIZ SCALE: SHEET NO. NeB7B'OB"E d 1'CONTINUATET N70 • CHK BN. INT. YE1tT SCALE: 7 i u70 NIA S ENGINEERING CONSUTANTS, NC. PRELIMINARYP.U .D. PLAT 'isucrumL°O � °'°°�° HEART LAND CROSSING nou B� am nmi L61-666L96 A PLANNED UNIT DEVELOPMENT FLPr ft£5/4NONIO SITE LOCATION MAP Mcx reo>ss-ae PROPOSED ZONING - R-2 P.U.D. AND B-3 Jf319 i --- \Jos sr. \o. 1ST LOT 796 Y I r 1 1474'45 724,419 SF. L (OPEN SPACE ?' JJ LOT 332 � ' LOT 320 w m AW H.a�) N.808 SF. 1 �11 -�� I I1.Cb5 SF --- -_-_ - II � f 7-tSe82YH1� 1pgp� )�Cf h7j�3}9 !'ji �_-MJR7N LINE 111E 331 LOT 321 `+ NORTHEAST AWTER LOT 77.095 SF. �;� OF SEC 1f-38-7 7 d� LOT 330 n/ / 14,179 s.F mfg / \56. ,l� 1 / \• i 085 S LOT 100 N g 00 S.F.923 s,.,,;� 17,a71.0m FOR CONTINUATION SEE SHEET 146 LOT 327 T 74.03 / 11,095 SF ,�$• e+ 10.942 IF -_` ° kO LOT 326 w I LOT 819 Tp�; �`fr°�, y rLO�TT �. LOT 323 GIB rr.oeS IF �1 ��aV °;$• Rt � Z G �y Ir,oeS s.F t / I (OFFICE/LIMriEG RETAIL) J �+• !\ LOT 79 r$ I" I► m 115 5 W 11.080 SF 7' i A 41 f I I I aOL. 44•w sg9y47 ,�' �• Q `�M1 �' ' LOT 78 1 Ilk I I Z 71.080 I I I I I (2000' f \LOT 80 ^ + _� x;72}9• "� 16,527 IF N I L-•0.77 1O. p• R=1500 P' I ^' I 75 aw!• LOT 71 8' h 1410,98' _ UI$ 71,QB0 SF.i v 1 170.2 0 7.E r°� -39T.95'- .�- _` g` 1 _�_ --��-- a ��`` I 170.00• \ ".j, _ t - 5Ja 82'NB826V8E - 578�0K J \ \ L0T 81 1$ SF —— STREET P 444_I�— f __ _ _` . \ \ h N LOT 76 11.000 IF \'Peye LOT: 10.200 \\ \ \ 17 000 LOT 78 ' \/ I I •76'E u r0,927 SF. \\ \ V LOT 63 J �'N \ b I "� '+a....,.' •:'e. - t. = ,.�. \. -A 147 I r47s5.sF:. •i6 i. ..Y LOT 74 WOO IF 1 110.00' LOT\73 �y5't67' LOT 64 N I! 10.100 S.F. + qT Cal/EO I TIC Rtd,t-of-wAY I I 1 I 11R00, 6 5� L 72 I I I AMe26'Qe f �•� 10.2020 0 SF� 1 R W LOT 65'. c. �• 7L IaO10 S 57g•46'571W'8\� j 30' I I I 12600' 8150' 750.30'8350• 60.92 `r.��+ ,I I LOT 819 I I t0•i3n' - mt I 522.647 IF I I $ Asl 'I (COWNERCIAL) I I IN I _ `_ .• rn LOT 88 I LOT LOT 88 LOT a rO,-o SF. $razz sF y 'LI �I 17,186 SF. �g IR020 SF.N g I I IIII` � �—' � NEST LINE OF THE NaR/HEAST OUAR/ER OF SEC 21-36-7 W. � Sal BO'seeYB Da•M w STREET I I I f0' I� a 1 p E �ZIR30_ _ �.. ;� LOT 62 Et� laL T S' I JOSL' LOT 814 $�8 fazoG IF.�8 I 4J,492 Sr: ,?e,VIIII (OFF7CE/LW7E0 RETAIL) - _ M_ o l n g -- 8S OD /0 0L-1.09 R-23.00 to o _ •r-- I � --- - �0• h � �SO r1`r L-612 I A=25.00 I GRAPHIC SCALE 4 I I LOT 817 I O I r6 reer) I I 696999 SF � 4*4,,'`. I I z 1 Ivh=40 R (COMMERCIAL) PRWh#,IARY P.U.D. PLAT II ffi r ;aossN� 18 I tG3 4� I I I I I J Rya DMI er! I DI1TE: PR N g' I 0 30' I I r f •� 7 OUT N t OSN BM MIT: SCAIE: SHEET NO. FOR CONTINUATION SEE sNEET R1 t y N A t'=80' A CHM BY: INT: VFRT SCALE B y CLD NIA SMITH ENGINEERING CONSULTANTS, INC. I PRELIMINARY P. U .D. PLAT HEARTLAND CROSSING D2maae PIf01a841081L�rmf 17w-000744 A PLANNED UNIT DEVELOPMENT 'IO°s• "o1v7 "�"""4 PROPOSED ZONING - R-2 P.U.D. AND B-3 LOT 4 L_7.9.Jam• I_L_, o� / s< qt SF. " Q1♦ :.\✓ o i 75 ��\ No T 105 LOT LT 1 7 / / o'v ?'!� �♦ to, AM7 Ls. 10..200 S. �\ O ♦ \ g• ♦ h °J' E < A r •�'. LOT 98 (OPEN SPAC 1}� $• 70 8E COHVEtt71 Rr �'P,•/�0� 14,904 Sr . 5 TO 7Hf H.O.A.) $• 5ya A° '4>� \ 2a LOT 108 LOT 150 \ 4 eh 9� ♦ 10,200 sr 10.100 SF. \ LOT 80 m XN 18,527 IF p `t9. °?• LOT 96 0,200 SF s\ 9 ♦°`$ �P 'ta yTr'b. LOT .Y.Ate , k pf�c1° 4z. ♦ LOT 107 10,200 IF 10.7001 SB. 1�ii 8' gw 4 °.r', �ti h0 4• � . .we 1 120.00'7'1 : }} LOT 97 rj N717to . b 10,100 S.F. \ '$ �` LOT 108 LOT 81 } °sue `,(Jned' \s .0,200 IF,y s 414 SF, LOT go �1 o\ LOT 109 \ o• �AyL0T 82 �1p,1b� ♦ 10,200 S.F. °„�� 102001r. ° 5 LOT 95 \ \ M1O�lf' 4'• n.. \ plj�h •t$ 10.20'1 Sr., ` �$• �� o0d ♦ ♦°s yb ; LOT 789x$.Rr \94 \ L0T 110 LOT 83 47 5.15,!SF 10.200 SF.10200 S.F. Z 4r. 4 LO LOT 83 �\ ♦ \ �1a��h ��.rh ro�ry�/:�, 14100 sF.�� \.\♦ \ `aLOT 111 10.755 S.F. „� \\ \\ apy LOT 84 94` �� `�� \ \ 10.514 S.F. 10,200 IF 9 9� LOT 93 E g• 120.00, 4a• ♦ \ \ F. RTC 10,200 Sr n ° LOT 73 LOT 112 $ L0T 85 �. y^ V1 sr. LOT 84 U• 10.200 sr s \ ,0.200 IF bb LOT 92 •� \ 1 r0,198 SF e'O. pC{'.1fi� 10,200 IF �plo LOT 795 \ \ I ( 110.00• 77A479 S.F. 51 LOT T2 qT N8878OQ'E (OPEN SPACE. t ♦ \ LOT 86 '�, C O.w zo 70 BEE H.aA.EO 0,200 F. uJ 10.200 IF, �a LOT 91 "A \ \r TO 7NE NQA.) 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I� -' LOT 349 LOT 350 ° LOT 348 , iLOT S.F.�`y�$ u" , 1 $ I (OFF/CE/LMelED RETAIL) LOT 344 4° LOT 345 10,020 SF $ I0,020 SF.41 g Yom' m z ° r0,02u S.F. g 10,120 sF. 8 10,020 S.F.�F$ iu a A 10,120 SF N° � - a - -, I 81.50' 8.150' 8277' L= L 75,fiJ. « . - 8.150 8350- 8150__L�-__ e-•250• -1 8150'- - - - - - a STREET J _ nzaal'NeB2fi'oe't _ - - a 0 Il --•�- BS 00' 8500'T-ES00' DS00' 95.00'r Se.pa' L-i7.e>' A5.00' 85.00• N 3 - q^' �i o LOT 385 w /1,257 IF _ U o LOT 388 w �_ LOT 394 LOT 383 Y, LOT 382 `�g LoT 381 yg 1Q100 IF $ 70.200 IF(n$ Sr.p �.'i $ LOT 389 LOT 398 LOT 387 w P 10,200 ui$ LOT 393 w 51 LOT 39Q yw LOT 391 4,ZI LOT 390 �� 1 10,200 SF� ,0 200 sF u$ 10.210 3F.u�'$ � y, 70,207 Sr. $ 10.200 IF $. Q�DeSF. g ti N ^t i5 >n 12,186 S.F. 10,200 I$ ni I emoo• 00' 77,20' I I es.00'_L_400' - `es o0' _ e500' 8500 15.00.- ses�124Y 0150 85.00' e5 - '�- 101850'N88?6T18 5. FORCONTINUA ION SEE SHEET 812 LOT0I --- 591,O SF. SITE LOCATION MAP To LE CoNvt7r�TTW SPACE GRAPHIC SCALE s 1 Isb !0 rG lF P RUD. PAT HEARTL AN D CRO SSING YORKVILLE. ILLINOIS 1!\10101p D11N BY! OR:I DAM' PRO=N& .GS 02127AX 050715 811 M: HWa SCALE: SHUT in y NIA 4 -cw Br. NT: PERT SCALE: 9 1• A CLO N A t i SMITH ENGINEERING CONSULTANTS, INC. ....om./araucrD�w.mcDaeRS Aem auxreroe8 PRELIMINARY P. U . D. PLAT HEARTLAND CROSSI NC DJ.➢IOS PNOI�BDOns[OC4LN➢IW/rea-aoDiYe caw.rxr.owrb-w.-ewce.y HOT FlIE.'.STANWRO A PLANNED UNIT DEVELOPMENT 0507J3-t6 PROPOSED ZONING R-2 P.U.D. AND B-3 9` FOR CONTINUATION SEA ,��? ,?`s• I LOT42 I JP tV ♦ —. I$ I x4246 S.E o ! 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LOT 353 I° LOT 354 �,8 197,24)S.F. 10,020 SF v$ t0,762 SF h Y1 LOT 355 ssJ OSO (`.wM d OPEN SPACE 70 HL CLWVf'YFO TO 771E H.C.A., I I I a -__2 8,� o• I I Z �.._— `1 Z 82.77' LL L=75,65' \ LOT 356 1 6 LOT 357 'TO• I r ,16.92' WT 61'_ \\ ,..� 10.020 5.,7 LOT 381 ry ? ♦ LOT 358 I y� s.F. ♦/\ rD.o2o s.F. s 1 1 1 h!� =s EAST EAS OF THE— I I� LOT yr `.tr0�C� °' NORTHEAST QUARTER ,1 eJ♦ 2a . tr}7l OF.SPC 21-36-7 , p. b �,\ r'o ♦ P LOT 359 _. 77,)0_ 1T ry0 is s 770,00 RV Jy�a y I &I% ses'r214 a s6>- ,6• *' LOT 379 LOT 800 ;7 �M1 0� \ ♦ LOT 380 aI ITo 591,210 S.F. 10,616 S.F. I(l� (S W.M&OPEN SPACE � 0 LOT 78 \\/�e \ Sss_ \ DD f nl II I° I 10,020 TO 8E CONITYCD>n PrlC ILO.A.j C' ,♦ �'�l'tr1 '�''o o I$ Z E olr`rY a$ a no 0 4 � Ny5 b ti_, LOT 377 \`( \r OT361 5F v x0,020 S.F. a^\ QO SITE LOCATION MAP �YF 4i 9'O e�ry0d \ \ N1 gc�11\3 A 1 LOT 376 pNSE� !2,609 SF \ cpN'c1NUP�1 I 8'49'W, s w T FOB r ,2Q . P ' I f 5775 a GRAPHIC SCALE 1 D(nTr I � - - f PRB.IMNARY P,U.D. PLAT F-EARTLAPD CROSSING �v91 YORICVLLE, ILLNOtS I._NEMypNg DWN BY`.'INT DAIS PRD3EOT NO. -„� qT 1 „OS 02127IM 0507)5 1, DSN BY: INT: NOW SCALE: SHEET N0. -.. T .. NIA 1'=60' w CHK BY: IN VERT SCALE: 10 y 0.0 N/A i 51[ITII ENGINEERING CONSULTANTS, INC. rnv./srnvcrEE malCO CONSULTANTS, PRELIMINARY P. U . D. PLAT °^- HEARTLAND CROSSING III1K019 P90lLSSIONIL f1O1CN Flldl 1M-0091Ui TCC L fA50)JS-RS-Pb!.Jy F.OT S7ANfYRD A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET 88 - I STREET J +� I V "- I I cif 7830' 8500' 85.00' 4100' I v s I �_ r ' 1 I a I LOT 393 LOT 392 'F� LOT 991 a.g LOT 390 w ti 70200 SF JJ ... 'r + o 8 f0,200 1 H 10,200 SF. 17,286 S.F. �",. ........... ....� .... �__ I I � i m RS 00' � 8500 m II " I LOT 800 597,210 S.F. H. I I (S.W.M d OPEN SPACE I ++ 18 FO BE CONVEYED TO 7NE H.O.A.) 'ray' I I IfI I �nl (98.50' 4350' 8,..50' RS50' s I L I I 6s60.ss815 OT 399 4o LOT 307 LOT 395 o LOT 398 x' ; 37 i ro10,020 i5 sr.�H ra._RJ0.n(rCUMFPr1At) 0_ T y Z STRE CON EO 1y. z -WAY III''' RS 00' r 8500' m x.o.w LOT 460 g LOT 449 Q x 10,200 S.F. $ iGxO SF, 85.60' + NW46'08'E � � LOT 810 n 1 i I I i h8 LOT 433 8 $ 31901 SF (PARK SI rE ro BE CONVEYED TO ll $ 18 1150015.1. .}�^ P+E JNf7F0 CITY OF YORKYILIE) BEST LINE QU 7HE I I g 1 NORTHEAST OUAR7ER .�!*_>. ..f:; 1 _1_50.00' F� LOOIT,O F SEC 27-J6-7 85.00' 7 LOT 434 u Lor 43s 43e 4 17,176 SF 10,200 Sr.v$ f L-1,50 t0 I I v E - 1 I R-2100 v5_oo_— 781.31 - _ A 1773.38'NR875'08�E -— I STREET K - .�� I • L-T.SJ r ��-- g— 19 14 u o LOT 422 I I R-25.� ` u o w'" rd' LOT 427 �,�' LOT 426 a LOT 425 �,",�x LOT 424 �,' LOT 423 y LOT 431 U 1' LOT 430 w. LOT 429 4 o LOT 428 10,020 S.F. $ 'LOT 0,020 SE (0.020 sr^ 10,020 SF. 1GUx S.F. $ 10,020 S.F.118 10.020 S.I.IG$ 10.020 SF.nui g 10,020 SF. 8 10.020 S.F. g _ 30' 8350' - 8350' 113.50' --. BJ 30' 83.50_ d330 8'50 rare.io'N8R7R'OR2 Im 818 LOT -BASED ON AAfWXA 77CN AGREEMENT I I r06,14 S. LOT 431 MAY BE STAG FOR FU719Pf R.D.W.5.1-. TO ACCOW00ATE PROPERTY TO THE SOU7H I � (OFFICE/L7Mr7L"D RETA1(.) a LOT 800 eSw 591,210 sr. M&OPEN SPACE 10 I 0' TO BE C0N6EYE0 TO THE N.O.A.; P f I J SOUTH 1114E OF THE NORTHEAST QUARTER x OF SEC 21-36-7 I I I I f0' I I N SITE LOCATION MAP — T� GRAPHIC SCALT: 1 --- 1 1,..11.m r_ PRE Y P. D.U. PLAT HEARTLAARTLA ND CROSSING f YORKVIIIE. ILLINOIS RCYBIO)D I DMN BY: INT: DATE. PROJECT N0. 305' DI 27 ' 050735 z MN BY`. INT: HOW SCALE: SHEET NO. s NIA 1'=60• 4 CM Br INT, M7T SCALE, 1 S CID N A i SMITH ENGINEERING CONSULTANTS, INC. myn"MuCrM 311GVMW AM 0i011111 PRELIMINARY P. U . D. PLAT HEARTLAND G R O S S I ICI G � � �.�,Im- 3IJ.3ROla PAa7a961034L D®ICII nBy/Ia1-0003x0 r.0ov.01e asovss-fn.-7r�ne.� nor nc,sr/ncuRo A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 { - _ FOR CONTINUATION SEE SHEEP k9 « J50 8750' _ 87.50'...L0'- (< 112&41'N8826YM3'E --� - _ BS 00' 1 85.00' 1 a 85.00' p LOT 381 v ^r �y LOT 388 I'",',Id' LOT 385 I",° LOT 384 ZW o LOT 3�3.w I� LOT 382 N, a n J°N. Icrl' LOT 3B7 b,h alOT 389 U p LOT 3B8 C, 10.100 SF U$ 10,200 S.r U3$ 10,200 SF U'$ 1.;.LOT,38 l LOT 390 I."o �+ 10,1x0 IF '$ 10,200 S.F,nUi g N:I LOT 38D 10,200.SF. l0,20!1 SF. $ 10.200 SF N`4. 1`; ^' !2,854 5.!. p 10,71X1 SF.N ni$ N n{' h �\ BS 00' 9500' 85.00' - 8300_ . 85.00' 7720' 85.00' - B5.GD' 85.00. n. S&54271'E" yb,�J7s. S� LOT 379 r0.i&50'NB876'OB'F s �7?Q r0,020 SF ��• \Qr 12. v \ \ OJ t'y'/1e 4� LOT 378 \ \ 704.67 10,010 SF , 913.30 NB876778T_-7--8350" 0 8150'�_ 87.50' 8350, N89'11'78'W J �J 8330' 8350' 8550' I 8330' Z ' 9 .b.* . .&,t , 6�4 P ++ a J sue$ 9 LOT 377 _ _ z IN _...� LOT 404 u LOT 405 n 16,020 S.F. z 1n; �O LOT 403 uA 4. u o LOT 398 $ LOT 399 O LOT 400 v I° LOT 401 70,021?F'+1 10,020 S.F. $ 10.020 SF.N'o iG,H78 SF, w h LOT 406 ~ \ LOT 397 w I 70.020 S.F. $ - $ �, Ic.02o sFI$ Io.o2s sF R 1o.o2a sF N o 'aoza sf $ I = 77.422 sF ,�o ��.°• e, . \ �- O + O 50' 83.50' 8J.5G 25.5' S1.JA _ `t ?� LOT 407 LOT 378 •_'f BJ.50'�x350' - .--,--8 '- _ 813' -L 77.172 SF. 17,609 SF. Z S a TREET K -1 _ 99?0+'N88N6'Q5"E - - - �C�� i'�T `6.:`Ce. N-{j 12a�9 1 f�T _ _ \ \J a'9 • { $77� Sp -_�- --�� LOT 408 A5.00' 129.04' ,� n - 8500' 83.00 950 I \ \ \< 7 SF. ' -I 8500' T;ZL,(�•�' LOT 375 11 47 1c,71R s.F.i T 447 !'v LOT 446 �w",�' LOT 445 ''c LOT 444 P LOT 443 4I o \ \ H649 LOT 448 !0,100 SF. $ 102(X1 S.F' $ 10.200 5.�'.ti iii \ \?00 SF.un$ 10,200 5.1. 200 SF. I$10.200 S.F.�n$ I,r" "wm+, \r LOT 409 S 14 " + }1,391 S.f �1 m� LOT 374 .I 8300' 85.00' 8500'x_ 95.00' 11 '.700 { !0,020 SF. 500, 8500' 85._00"_._�__ 680.00'N8876'OR'F 94.70" I LOT 810 X02 5'73 E'N� E L�120.00_ O I !35,904 S.F. 1" 1S'm7 30.5 9'177' $9871'09 b' [p7 (PARK:✓TE TO HE COA'1£1£D TO uI I N8976'IB£587773,7?- _ "o' O THE UM7EO GTY OF YORKNLLE) 'r 1 h SRRR7'OB'W z ' 40 68000'..N&826'08'E ----� "n LOT 410 4 ti ry C __-_ 3�• ....85,00' 85.00 85.00' 8300' 85.00' 8500' �,.:` / ]0,926 SF. m•^ M ar"o S3 D z<, x z �'. 7 h s7�:tr'O• rzaoo' v, w LOT 442 c IT 436 cw.v LOT 437 4 o LOT 436 u LOT 439 �," LOT 440 LOT 441 .,° /7 / � l ?�� 58871'Ofl'W N f 0,200 Sr. �+•:$ 10,700 S.F N$ 10.200 Sr $ 10,. SF ?00 S.F.v o 10,200 SF.HI$ 10,200 SF. g _ 7 m _-- -- - LOT 411 ° LOT 372 { 11,477 S.F. 4 h ^iIU � 10,020 SF. 95 GO' _ es o°-1 - 5 °--- 9�_ �l'/ oy Cr• .� 'soo'_: _moo--•- R5-00� � - .1 �;'�. � 12a,00• _ -99201" _ - - �5 LOT 412 J1 L 422 SF Z _ 72 di.50' L-14.2 a 'CL' $ LOT 371 1 I l��o. 'y •r /x906 S.F.t 1 �y LOT 413 �',7, N i45`�0 $V _ SF: t1� 12D�' 'ty\ o 110,020 g LOT 415 c LOT 417 ¢ LOT 416 4o LOT 414 N� Xwo LOT 421 LOT 420 H LOT 419 LOT 418 >♦o G,n1o_r ro,c2o sF a9r15F LOT 422 4 rLOZV sr U S lo,ago 51.U v 1o,a2o sF $ ti - 1 ]9$ rG.o2n sF s.r. o ti E loOZO SF N 9� ml MI n ti 511' LOT 370 MI m I I I 11,256 SF _9350' ro5.s1' 8350' 83.50' Brio' JZ'zYE LOT BDO 59;210 S7. (5 NM 4 OPEN SPACE TO B£CONVEYED 70 TIC H.OA.J p10UI11 LINE OF 111E N1W11 EAST QUARTER OF SEC 21-J6-7 2210.50' 2582.16'S88°o623`N SITE LOCATION MAP GRAPHIC SCALE PRELIMINARY P.U.D. PLAT HEARTLAND CROSSING �I YORKVILLE, ILLINOIS 14180118 DNN BN M1T: DATE: PRO.ECT HO. wti'S 0212VW 0507J5 2 091 9V: 1137: HOW SCALE SHEET NO y NIA 1.-60' CHK BY: NT: VENT SCALE: 12 y MD NIA i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLATS .NO 6�.7�0A6 HEARTLAND CROSSING CrMP 1i F.''JJO).l-ne-gmt.aq HAT iHC'STAMOAHG A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND 8-3 FOR CONTINUATION SEE SHEET#10 1 I EAST AS OF AR7i I i LOT&12 F FO NORTHEAST F THE R y'�\ 7 LOT SF. N6 OF SEC 7t-36-7 (s wN ! ,s l Nn"Y1 LOT 799 1 40' I 'E ° 197,143-SF I �-.TD OE,: T 757 / yl '�hT ,A( (S W.M A:OPEN o ONYETED � 10,84e S.F. T al' 5PAC.: u L TO THE �' 12,250 r. LOT 360 To 8E caat-rrropl I / v Iu 10.616 SF I'�.1L0 A. ;7 ro nrF HO.�_) 120.00• N6373'OSlV�� f 0 Cb• r�Y m.R L0T 756 _'�eI v�°S LOT 361 Lr A, fo,6os s.F N4, L03 710 N, TI m Q,4 �, 70,755 S'.F.. I �'� I �" 1 � !1,031 SF IN 120.00' Y' �NTI'16' I 1 j NBa26'45°E LOT 376 \ LOT rD200 755 IF. olJ3�'1 m ,L 12,609 se 4 I` 1 LOT 362 �'lia. I I I $ , LOT 711 10.763 S}', I I 114200 SF 8 m y'g 571gd °_ WaY I I a y r, m v I NL0.O ' 'E I I I I I I . 110�. 49 i-i I I 1 I I ]2400 N 761057 86:362t LOT 754 8 47Te T 4200 S.F. IN LOT 712 S5N 4200 Sr.5' 7in000' 120.00' 1 SM12709W 119.99' Sd816'08�Iw I 1 00° Y I N6822'09°E I I oI '1'i NBB76fl5 LOT 374 R. U LOT 753 IIVV "I$ 14020 SF $ 1 LOT 364 �I I I ti$ to.2or,sF of lLOT713 I3' 14021 S.F. �I I 1 m I I$ 14200 SF. 8 T 20 co. 5682 00' I Jk I 170.02' I 1 I a 56926'06°W 1 �I I I20.00' 12400' Ndd'22'09Y �S y 1 a II—�IN69'26'OS'E see22ro9°w �, I� �I.m I I 1 I,^,U LOT 752 I -4 µ+ LOT 365 N o I $ 70.200 SF dl IN I LOT 714 N VLF+ LOT 373 I 1l ilo !4023 S.F. _ I I 18 110,200 S.F. H 10,020 SF W 1 o b -1 illw6" $ 20.05' m I 58a76'OB"W� B6' .O W iMOG' W 110.00' I B21'09°E I NedR60.5°f y " Ssd72'091Y�-1 �1"-T I LOT 751 I 366 I g 74200 SF. gl I `LOT 715 LOT 372 ly, (0.0,70 S.F, o I I 1 r4?DO SF $gg ro m x' 10.020 S.F. I I I 120.00' 4 I 11aoe• I I (�saers'oe'w I 17400' g 120.00' &, N8826b8°E 1 I NBeYebST v LOT✓ ��° 1 I 1 fQ 1 PII I,o, 1 2M,T95 S.F. LOT 367 _ I vD °w LOT 750 �I i^' IN LOT 718 �"r4 WY ~ l7 1^ 12.1-SF. Illrrr�'{` 70 BE CON�FYEO(OPEN SPACE $; LOT 371 m 11,479 S.F. 10,200 S.F, g TO ME HOA.) c!' 10,9C6 S.F. g v \ y 720.00' 53.20' �,* - esw• co u F Nee2e'o5°E 1. 170''sr \ / � i STREET J I�_ �; 1 12979'N-:M0e'E_...i _236.41•N8d7d17d __!- LOT 717 ` ! 70.200 S.F $ LOT 370 11,266 SF. `�� G= 53.11.11.8 i� - 411 95.00' NN7.S T4.OY- ,(-j, , LOT 369 +; _ LOT 749 I LOT 718 11.768 Sr. LOT 366 I I I�" 12,786 SF I m 14200 SF. $ LOT 600 10.557 S.F. $ i I I---1 I 1 591,210 SF ''$�, '°1 x ^' 17400• I I NOW (SW.N d OPEN SPACE �O g ��26615 AW11973 r0 aE cOww"O TO THE N.O.A.J ~A•' 104X1' �'I I � � SOlIl7f LINE OF ME NGY TNMfST OUARIFR NpTl1$7'IY u°,I I �� LOT 746 I �� 1 LOT 719 �' /r OT SEC 22-36-7 SOfITH tNME OF TNENORTllEAST OOARTER ^I 1 14020 Sr. �I 74700 SF. Of SEC.7t-.)I-7. 40' SBe261D5•N• Ned2e'OS E LOT 747 �I 81 If" LOT 710 11 _S.F. i$I I I$ 14- S.F. 8i i 120.00' 110.00' I 58926'03°W IR.4 N8d%'05°E N E 17400' 2 - 12400' I I I 726-GS558826115°1937 CINE OF THE �+ 1 �_ T SOUTHEAST OUAR7FR LOT 746 �"I 007 F. OF scc 27-J6a n g 0,200 S:F 8 M I I # roe 50' Rrv� 6200 I o 120.00" 5n xwt = r BJ.S 1 .� 59926.LES I 'F+ I N aI_ n 2 - -"--- g= LOT 746 LOT 7-% a SI E LOC'AT10N MAP A S 10.762 SF.I u 11,457 SF 4$ 8 LOT A 10.0 I � 1251' ^' Sd82s'09 52 LOT 744 \ g .. $ 72,29! v n I 153.03' v. 589'2605 WW 6 $ h7 168 + j I w y°li LOT 743 A� I 3$ 11,778 SF./ �I �j FOR CONTINUATION SEE SHEET 414 GRAPHIC SCALE PRELMANARY P.U.D. PLAT 1,- R AND CROSSING YORKVILLE, ILLNOIS IEWOIA OWN B1" INT: DATE: PROJECT Na 1. JCS 1 JCS 02127,126 050735 t. DSN BY: INT: HORIZ SCAM wI No. 4 CHK BY: INT: 1'FR7 SCALE: I.3- jai I CCD NIA SMITH ENGINEERING CONSULTANTS, I � PRELIMINARY P. U . D. PLAT ` ®w 'MtO HEARTLAND CROSSING A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET#13 73_0' 5J' lllo;lT.Tl. —5T200 STOM7 P Moo, S6 -59a x"al e .50' '�/ /�- 5<.92'733-6 17— LOT 743 LOT 727 LOT 731 LOT 730 LOT 729 LOT 7 � .* .1 9 LOT 732 10620 S�r. PQ� '1019 S.F.11,728 S.F 0,020 S.F. 10020 S 713 1 F 0�' 10,620 SF. LOT ?0.020 S.F. 126-56, f� f12.�72 rq 14 50' 105.99' 12 L07 742 0.3 5 4 S�E "o 120.00, sam26,05,w (A L� 4 5-5 �F I.119—g. .51" �742 14 'o __W LOT 741 149.99' 10.200 S.F. c ?20,00, LOT 735 S8812-6 w 1z.589 sr 130.76' LOT 740 a miw8'05'E 120.0 ' N LOT 736 SIW'26'06 T�w 0,07,5.F. LOT 739 I AI 11,572 SF —1-- LOT 737 N 11,568 sr. LO 738 "t I OT 6N 1,588 s. 1,017,iil s�l (S.Wm&OPEN-�A'lX7 ,Cot CONWYED TO THEH.OA) > fc, EASr UW OF 1W SOWWAST GVARiiW� OF SEC 21-36-7 ............................................ ,,�41"0W �An 4e' SITE LOCATION MAP GRAPHIC SCALE C:ffb ff ff I-h- 3n z -U=rr j 7 PRE=LIMINARY R.UD, PLAT HEARTLAND CROSSNIG YORKVILLE, ILLP401S PIEN"ms )VIN Br. LIM. DATE. vROCCr No JGS oz 27 050735 m or. imn HOW SCALE. SHEET NO. A 1•60' INTO PERT SCALE: OLD Al/A SMITH vn,/fiNGINEERING CONSULTANTS. INC. clerelTC�mA1,>QTaame AND�RTrtr�rDab PRELIMINARY P. U.D. PLAT III.0101]r601656fORAL DY6CR lfIDl• NI -000(06 HEARTLAND GROSS [ N G A PLANNED UNIT DEVELOPMENT PROPOSED ZONING R-2 P.U.D. AND B-3 SWTH GWF OF THE NORTNIIEST QUARTER OF SEC 12-18-7 LOT 808 441,706 SF. FOR CONTINUATION SEE SHEET 016 (SW.N&oP£N SPACE FOR CONTINUATION SEE SHEET 1118 u"' LOT 510 1 `' n I I TO BE CON1£rED TO THE HOA) Yt. LOT 615 TQO10 sF I o e m A4�- 10.100 SF. I ° --t,286 S..1.).00 --- l 12,2s8 SF�12 oo' 110.00' 0SLOT y300 __ 158.07-- 566.?6'05"W I of Y+'I al 1 $ �r 8 LOT LOT 805 LOT 70,020 S. h- _ 37=Q 'N6 0 284•195 S.F. 70.100 SF. °o• 110.00_ LOT SOT 1 ""0 PEN SPACE ` N6876'OS•E 33A.900 SF. ,Y70no, � 1 � STREET N R O dF CGNYEYED }0.00_I T 5n (QP£N SPACE TO THE N.O.A) `----�-' 4111 1 IN L�6V161£0...,.. 56120.00'W N ho 7NE N.O.A.) I1g00' - 1s 110.00 g 120.00' o 58676.05'' I 120.00' F4 :L:,':T2: W J J0 N667605'E =1 �',.� 1 _ g N8876'05 •, LOT 508 " 3 I ' L0T 808 70000 SF.1 ' 70,020 SF. 1 70010 SF. 0 w.1,6 'N88Z6`05£ .8m. 10650' u / Oo,MOW 62.00' 9650' I 9650' SBB%'o5 I N8M'05�E I I o Z mo $ IR LOT 507 LOT 724 LOT 810 " LOT 008 o fz,057 5 F r !� 4• o tl 11,069 S.F. q o Lor512 � Lor511 I 8 �,. n.666SFyri8 10,07CSF. o 1 T ha yig IQo20 SF. !7,686 3F.V -- "1 I � � azsQ—ti_.L--��' � `a., 754:J.._ �ti� 725 z 6.00' _ 2W.00'- - zn : —26 Sn.00 Ns676b5'E STREET P ^'y i 20.00' 6150 I tlJ.50' ]0,81 ? ,67.50' B.T.JO' 83.50 LOT 726 d ov 4 c ro 11,768 S.F. 0- '+ r LOT 720 `� LOT 728 y°4 LOT 727 `= u"d LOT 731 a LOT 130 lo,OZO SF R g T 1,0,9 SF. i n a Tam 1 �g 14020 SF.�$ 10,02 S.F.�g IQ02G S.F�g 5�88ga6 rll N 6150' _87.50' 6150' �.IT N6826'OJ'E AT7.50'N8876'OSZ' N N a 0 0 NEST!W£of THE EAST HALF of ME SEC"21-36-7-36-7 QUARQUARTER O F' h i g s ' , LOT 808 T,oT7,d3T S.F. (S 6I A/d OPEN SPACE TO 9E CONvEmo To TN£HOA) SITE LOCATION MAP r?Fr K I rrtAPHlc SCALE 1 1 Loch�� 1L PRELIMINART P.U.D. PLAT IEARTLAND CROSSING TOW"LLE, ILLINOIS pEytlbp DMN 87: INT: DATE PRO.ECT N0. ACS xs y �1 Rr INR YIOIR2 9CM.E SHEET NO. •1 N A I•=60' a ew w: 917: OERT SCALE: IS ' QO NIA SMITH ENGINEERING CONSULTANTS, INC. CNIL/6THUCN9AL�tawcm 190 9IIaYrYOa9 PRELIMINARY P. U. D. PLAT . HEARTLAND GROSSING Hawn norea9[ort�.outcx a>w�fe.-eooloe A PLANNED UNIT DEVELOPMENT Pwcae ro%i, PROPOSED ZONING - R-2 P.U.D. AND B-3 ,.,.__.._m.,.. / ✓IA ;b FOR CONTINUATION SEE SHE A 264.295 0 05E 2 70.982 S..�NnA�Ai \'' / /r A0 ` .1 \\�_ (OPEN SPATE // `\ _ TO BE E N.O..) / TO WE H.O.A.) '1'1j• 4y / LOT lN4 II,194 7SP7' o LOT 823 I °�' '6 [�7J1.77_ fLC�b9.80'_li- ' = 11.037 S.F. ^ J,2qj. _ �1• LOT 10,572 sF RN LOT 1392 It LOT SB7 120.0.72 1RJJ7 S.F.�8 nl U14 STREET S �,�'' LOT 598 63 f >e• ^m 'C•K'7 __ - L,_ �m- 10.572 SF '.� 98 L=79.73 L-44.39 N. S8 LOT 6'22 LOT 597 $ N� �' AI//y�y�1�Ir �• m 10,648 SF _ N70'JI'19�E - A, 10,572 SF, ,o° LOT 696 LOT 607 120.00" m f 0 800 LOT 599 r'`I„a 10,372 IF �' 60.02 J--%9w Sr. 586'26'0.5 I I� 2,171 SF. h�x� 10.412 S.F n;v N S• fi N TO(OPCN SPACE 96.6 G 8E(1Y/11'E'D Ny1,102' 70 11K H.O.A.) LOT 821 96-61' 765.6"N88T16'36 H _ g Y0.200 SF S� 94.6-2' � I26.11' 69.17' 978Sr•26•E 9811" 8150' 8350 8350 8350' 8350' 12074' S8876'OS`W f2o.00 I IS8�57 f 133 I I = Z � � I I',P LOT 601 6S"26 a�� g-• 4` LOT,520 ' LOT 521 it 10,764 sF o 5 LOT 516 LOT 517 is LOT 516 LOT 519 Ny 1 1 s£ 10,024 IF. $ L� I Kil IA'W SF 10.013 SF Y 4 �-- �i LOT 620 10.647 SF �o rooz/sF. v� - LOT 515 10.7(107 4.f. S 120.00' 71.564 IF, ( I nB826'OS'E .•P yfo.�! 2 see?d`w I ,�..� g�. 8150_ 81 _ A35o'_ 30_ i $ � 6q0 c I $ LOT 514 STREET P _ 716.11'N8AV7'19 F _ N LOT619 'I 7J,453 S.F. S 10.200 S.F. SI I I y0 y -1 1 12000' F2/ h6 _ -_T-'.OD' BS00'�-m v 110. 1 I 108876'05£ NJ07j50, p/ / - -r Ri00 I-- 81 w m 7J M, ,�69 5337' B4.d1' 95.00' = 58926'05 R.o.W 00 LOT 803 • u' v V'I LOT 4991 ! X10 SF.+1'c n�^ LOT 81 I 10,100 SF g Kr LOT$13 f�w �` �- Slp LOT 501 $ LOT 500 '° o LOT 498 10,200 SF.I 81 I !0.858 sr. /LOT 503 v 1LOOT 502 �"8 10.200 S.F. I8 a $ 120.00' 11.489 Sr. °-$ 5Z` 10.200 SF. S IQ200 S.F. $ �I 1 I �M8B26 US"E '�-� / 1 I ^i I 120.00' 120.00' 588%'05` g 56B%b5`py�I R..W° 120.00" 1 I� 108826' LOT 804 p I I 05 E 8149' X00' 682.68'N8807'18`E S 10,200 SF. $ °' $ LOT 617 1' LOT 512 1 10,200 S.F. $� I 1 �" Ig010 S.F. of 1R LOT 504 710.00' � S 10.100 SF. $ N8826b3 170. 17'so �� IV LOT 605 % •W� 1 I 74892eb5T u 71O066SSr.. LOT 1P 11QT00 SF. o 1 (S W.N B a-EN SPACE LOT 811 I pv TO BE CCN7£1'ED TO WE H.CA.) 10,200 Sr. 81 I F$ 1Q020 SF I LOT 606 K o 0 19b 8 10.200 SF 2S'IS f2p00' "S 108879105 {�.. 12QOCr 1 SYB%'05'W 1 I g L200 SOT606 Y SN8%'05'W I u1 1098To fX SECC- 10, E 710E NOR 0lat3/WARTER LOT 6161 I I, F. Ia02 LOT0 510 SF. S 10.200 S t20. _ 0' �. -$-- - % 'E 110.00' �I 122686 SF. SF. ' �Q 569%175�W �' sn9%'os�v 1 I lu y4� LOT 607 Imo q SCI I I$il 2 07 S F 8 LOT 509 1 w n a N LOT 814 10,020 S F. S '" S IQ200 IF P 2 1 11- _ 310.99 N88'26`Z121--- _ z FOR ONTINUATIONSLEBHEET 15 4 tZ STREET N x U IIEST'IlE OI III EAST HALF Of 7HE SOU7NNES/OUAR7ER o 120.00' OF SEC 22-J6-7 FOR GONTtNUATION SEE SHEET 915 SITE LocanoN nnAP 1 rs. _J�- GRAPHIC SCALE MAPY p(la 111.1 I o PEAI N RTLAPD POROSSGT YORKVILLE. LLINOIS 1i allom ONaI 9M, wrt I DAM PRQECT Na aslw ms 02/2 7 050713 a 0910 eM MT: NORR SCALE 9NEET 100. 3 NIA =00' a 0NK OC NT: VERT SCALE 76 d L2D N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT G AM tA1R/C708s HEARTLAND GROSS I N G PH"L"WPA7=9N FMW 1.6_ODOL9! C or F0.C'O30)JS-Pn-Me1.4ry A PLANNED UNIT DEVELOPMENT Hai m&M-17 v'TN o3wJS-r) PROPOSED ZONING R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET 018 SITE LOCATION MAP ' 1 5862750W i I� 120.oo' 1 --��--� •WI 1 NB87750T V. �I LOT 539 JJ' NeB7Y50T LOT 578 10.046 SF,' u •I b' I II I I r0,zoo 5.E LOT 478 5-8117 W f1 7 500.J8 U I 12,532 SF. c 9 A h� 4 1 `" I N seezYSO'w N 1 e�ryedl � _1 a � 120.00' ro ul I° rso.09• NB877'SD� t. yV LOT 580 • u LOT 537 Neez7'so'E o.Jas s � =" o,o57 sr. v I 1 I° LOT 579 �"o I w LO7 479 `' 1,7,7x0 SF. i3 N 170.57' kn 12,537 SF, o N 58877'S0•W 1 � I' 58877'S01Y',.. I I 720.00' -_ NeB77'S0•E J?'_ _ 150.09' �+ LOT SW 5" NAB7Y50•E o ro w'I 4 LOT 581 0 0 1oo67 s.r. �L-•-`I -=-__�� N o x0,020 S.F, lU LOT 580 "' ^ L: I' ° $ 10.2005E g LOT 490 u f �: 120.00' I _ 1 I- 120.83' .1 I 12,532 S'.F. p -� 4 I SBB'27'ix`W u g' SB8275o•M-...1 1 ¢IIT.7SL� o I 120.00' LOT 807 I 150.09' _ 10 L pp N8877'50•E 338,900 S.F. ym, LOT 515 {0+ NB87Y50'L LOT 592 M JJ' (OPEN SFACE xi 10,078 S.F. 10,020 S.F. o� m o RF cONI£YE TO 1 I I I m U 99 I I LOT 581 THE HO.A.. I I° LOT 481 F 0 120.00' g 10,200 SF. i1' 120.76' 1 ij' I 17,532 S.F. rA SM27'50•W .J I I s887Y50 wl lll��1 G r121 0x' 150.09• L '50'E LOT 534 NBB7YS0T T 13 1 I °i x798 SF. 1 LOT 912 LOT 482- 120.00 ,.262 S.r.06.719 S.F. NBRW D7"W!PARK 517E Tp RF CONVEYED TO bry N7854;70: ni1 7NE UNI7E0 CITY OF YORKWLLC) r -'1 w. ; !" 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[ _I B6.4J'__I 95.00'_ B9.A5' r h1ry S�Yy 4n. ,pbC1 ��ej• / Y �S7�.1B-'�-SO.JI' LOT 531 '2 a7G2 J7o.7s'N6BnY1a'E _. /�7' LOT 585 5p i0,]73 5 E _ L= STQMT T f 1.75 f s 00•c� nb��• / LOT 485 10.66 L.-.75.61 1 / [,-7.oS 7522'y 8350' BJ.SO' B0.5T _ /LOT 586 ' x 517 5g` �} oa cl 0,697 sF fz / b )�RJ• o�i S,F 109..38' / 7 w 3 � u o LOT 569x' LOT 588 p P- LOT LOT /LOT 496 NBezYSOT ry 581 44'� LOT 590 v 11,700 SF.°� 36' S *.,06• / r J68 S.F. 10,337 SF.a g I0,010 Sr N g 10,020 S.F.n•i$ 10,051 Sri 101�4'f' IQ J68 �M1 n 8 "II m I Ng2 1 C LOT 529 -�r147-18•.E 1tr^E�� y 10,702 SF �.... � �BJ.50'--83.50' 84.31' N79•21'42 :} 6 / F !3974•SB807'18•N• $• �M1 LOT 487 '1961 a1E 'x,1'4- /`� / 1x,368 SF. 56 LOT 528 / , E Al 10,702 SF ♦ p� 78.6 2 W 78_.6261'__-7�5739t 5 / 2 ro5'56t _ SeT7<•03"W �. LOT 527 fit;` LOT 489 5o, 8.7.50 -�8750' aESO' 82.96' 0 10,702 S.F. Y/ n6 7G,J68 S.F. LOT 528 �. F'- / E // /w�� SUGr•Yb. Fry�� Z� 10.702 SF uI LOT 522 v LOT 523 b LOT 524 ro,Dia25F � LOT p LOT 521 w - 10.092 5.r 8 F S.F.N 0024 SF 10,015 SF.N�i f0,025 5F.N {Y1'jI - - £ 6L. /' i.48�4 � Ia 533 SF. L,.98.26 Vii.°0 LOT 490 Z 8750' �3�S000�_8J.50�_. )4.07' a - y'i c _ °i W 10.551 S.F. 11'x±, f 1.08 ^'o � 2 1 40�L z 88177'iB'E _ -_ ° �'8 �.N LOT 491 m 4 _ L.81.40 j �r'3 IO,.SSt SF 95�{S 4 - xs.o0• I Bs.Oo' 68.0 I L'81.40` ;5_ LOT 492 85.0x' r 6'24 __--_ N°' 10551 S.F. g4 N �+ u LOT 493 # '4 `3a o LOT 494 +I o 10.551 S.F. ° 1191 LOT 497 �^I� LOT 496 vc LOT 495 10562 se ro. LOT 499 �,{� l m� m 598 W2,1 10,200 SF 10,2X SF.4 t0.2IX SF. y'E N N g9y80 85.00' 87.]9' ai Do' 95.96'_�N76 b 3 E �' N8Jn6'22 EAST LINE OF THE,NORr11W SF OUARTCR '.veero7'18•E OF src 21-36-7 LOT 908 441,706 S.F. (SWN tr OPEN SPA:£ TO 8F f,OVVt YEO TD THE H.0.A.J -SOUTH LWF OF 7W NGNTNKEST OUAWER OF SEC 22-36-7 1 1319.73 S68'07'18'W w�4 GRAPHIC SCALE Lam_ --- (a 1 loae=en rL PIWEL NINARY P.U.D. PLAT I-EARTLANI) CROSSING YORKVILLE, ILLINOIS aewaNS D1'M 9N. WT: DATE PROJECT NO. I. .4Y p7 r _ .KS 02127106 Q50735 INTO NONIZ SCALE: 91EET N0. a --- N A 1"-60• 4.'--- CHK 9Y: INT: VERT SCALE: 17 s a0 NIA I SMITH ENGINEERING CONSULTANTS, INC. CrW �PRELIMINARY P. U.D. PLAT � � O� HEARTLAND CROSSING 106 cnm.rnE:°srrlu-v,frn,.e.4 v1°r rue srANwa° A PLANNED UNIT DEVELOPMENT �•°�°'u'4 PROPOSED ZONING - R-2 P.U.D. AND B-3 NORTH LINE Of THE NORTHWEST OUANTER 01 SEC 22-36-7 6J2.09' •40 RoAA.D -_ 511. ^'NBA'04'54•C - - - _ f8S09 448.76• � I 115.15' LPyLOT 860 To BE Ca11 IEDg 5,877 F. TO 7HF H.O.A.) _ _ 16700'SSSU4'54'W 182.00's8604'S4"W �', I ISO.O9' 90.16 8 8550' BJ.50' 98.50' NA67B'J4Y 8150' ro NB89('54 E ��I �I�� LOT 486 LOT 789_I `+ r u LOT 786 u LOT 787 u O ti LOT 788 N° r 1,5BE LOT 785 70,020 SF a$ 750.09' $ 1n.nzC sF g 70.020 SF g°o o _ 10,112 SF $ E� N8877'SOY 0 73.6Y 08� 1 1 LOT 466 4 Z!--s9 JO 1. 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PLAT HEARTLAND CROSSING YORKVILLE, ILLINOIS IRM90N4 OWN RY: INT: DATE: PROJECT NQ -_---. 7 ICS 02 17 050735 2 DSN 8T: INT. HCRR SCALE: SHEET NO. 3 N A =d0' -- a CTHK BY: INT.. PERT SCALE: IB s CL 1A A 7 ae n . � SMITH EN��nERINoIm�®ON*SULLTTANTS, INC. N PRELIMINARY P.U.D. PLAT _ 1 4 Ion HEARTLAND CROSSING - "� I" A PLANNED UNIT DEVELOPMENT *� r'7 j PROPOSED ZONING - R-2 P.U.D. AND B-3 MORN LfNEOF INE � F ( {� NOW EC 22 40AR7ER OF SEC??-%-7 574. 2637.8r N88°0454 T �- 73 LOT 801 -- - 4.' y q' (S.W"d OPEN SPACE To aE coNl£1£0 ro W N.O.A.) 80, ` -_.---...—-----_ WE LOCATION MAP a - OPEN 5pAcE QA-) 9a IB' 1 700.586 N�1,Ep TO iNE 9 6r19- N8828'.14Y 83.50' i0 BE LON 92 4 e 14 4f$ 62•p2 $N w LOT 788 u ��pII ¢ LOT 784 �a 1o,2 z ssr $ fa020 SF R CI 43' �--- LOT 783 / 9y A2 +N !0,301 SF. 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LOT 808 T 660 126,320 SF. ! 0 S.F. - (OPEN SPACE CP '{F• /qS' �S• TO BE ccwA YEO 0S �•t$, ,•P/ / �r TO THE H.OA,) LOT 659 LOT 576 )0.200 S.F. / ( 11,232 SF SBB7$0 I 1 a i. q SB82'S01P -..102 / ro.lop s.c d bgrybd' -I `" I LOT 90 LOT 573 60 N X -� / ,100 SF ti6y ° 120.00, 33' 58827'50"w I I s � v LOT \ • 588277'30,5o"w � I > / m ' I I ,..... ,Ij, , � LoT 5e2 w J3• , Jay+ / 0 14020 S£. x / LOT 812 j � GRAPHIC SCALE 106,719 SF. 17400, I ,� (PARK.917E/0 8E CONVEYED TO s!8?r50•w I n THE uN17E0 ON OF YCRKA LE) , (ansrl / !` f LOT 563 a I heoh=a9 K LOT 572 8 14667 SF .5. 1!,.257.S.F, PRELMARY P.M. PLAT 4 LOT 571 ,I'4M1 eti,}� I I' F-ARTLAND C32MGM 11,516 Sr. �� ( 1 YORKVILLE ILLN06 2 fi 7565' 1tiH 27397'NW07182' 1 9T I4' N6�i 58920'31'E 86.11 9501:' WAN BY! INT. DAIS PRQECT NO. 6 Aif As W21 050719 FORCONTINUATION E #17 L OBN INT: NdBZ 9CAIE NO J N A 7'�fN1 4 CM.Y: INT: 14fRT SCAIE 19 3 ClA N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT no H EI A R T L A N D CROSSING DIL101H rDD1LBWIW.➢19f.71 181-OWIOH A[OT aF.S1A4G9R0 -peLJ.p A PLANNED UNIT DEVELOPMENT PROPOSED ZONING: - R-2 P.U.D. AND B-3 ?� L0 \• 11,ses LOT 774 ,. .,»1^, qb^,•+r<.':'+' A...�,•m« e,�.e+ y r .--tW7I3.- 10.020 SF. 0y �4 LOT 772 m,o2o sr ;a // LOT 694 RITE L IO TN MAP ;",$. .� / 10.200 Sr. LOT 6 � c.7oo sF Ion `2FF LOT e96 la 020 SF. LOT 1 0,200 sr / �2 673 . LOT 635 10,200 SF. a / /fQ •f.�.,b 0.T` LOT 606 -- LOT 834 / a2OD S.F. 126,320 SF 0.X10 SF. /. !0.100 S (OPEN 9-ACE FO BE CONVE LOT 866 TOT 633 LOT 898 14200 sr. �. f0.700 `bpM1' or0,OT0 SF.LOT LOT 632/ / / '� r°s.I7-020 o 10.200 SF /• LOT 655 x0.020 S.F. / '^ LOT 640 LOT 691 / / 10,020 S.F. B� �.$• o}j, WOO IF LOT 710.020 s 02o SF / LOT 661 LOT 830 / � / l0,02o S.F. 0 a' 10.TOO SF ,p s ' LOT e66 LOT 642 LOT 829 la020 S.F. 10.200 S.F. / :Q b� LOT LOT 666 �• �, •/ � �. Io,o2a sF 3•. '� 643 LOT 628 1QOT0 SF. 10,200 S.F. • 9� � ,9S'y / .F / /a �.$. LOT 864 2' !0.020 S.F. / , L0� S.F. S Y / LOT 644 Q LOT 827 10,020 Sr. a' y��$ •o� / /q`" sS,., s + fo.200 sr. / !�0 •1• / /b ..$- - LOT 653 " / / LOT 571 LOT 645 `; b h 10,020 S.F. / 11,516 S.F. V. µ^ / L0T 828 � / 10.020 . lies' ` '� 61 ~o •W' / /� J`�'• 6�� 16 9 /LOT IF ! 58B70:JI� LOT 605 .$ �''y / LOT 618 �• �'o LOT 570 2Bf,295 SF .f 3. �,�� / ra020 SF. t1� `�b�•$_ 1x4320 S.F. Jv o y (OPEN SPACE i y rO BE CON HD 007625 / /.f1 'r "D S�q E `}gyp ♦Q '� ••'o $ 70.982 IF / a .y;$. T q28� LOT 651 LOT SF . 70 THE x / S.F. SF O.A.) q �, a' 7'p5. N6 w 10,]61 S. � 11.100 'iN'j+ y16 / }• LOT 647 `� N704 94' h JFr,� 10,020 sr. LOT 850 r IO,7sr LOT 824 /�M �q'• sF �` t� / `�1C_sg• 31_, _ z LOT 648 // y�A pR �> _ 11.255 Sr.. 5g LOT 66 0 �,'�° l.Ag� A'7 71 15,819 SF. 10. 6 -, 1 LOT 823 w t 131.17__ dL L.6H.eo'_ 11,o3r sF. o Ttg2• _ � 18� 1 GM19 /x6'7 STRUT S L 71N fOR 11A71 _— SEESHEET A78 GRAPHIC SCALE 1)»x0.77 1 1poE-e0 n. PML.IMPIARY P.UD. PLAT IEARTLAND CR05SM YORKVILLE, ILLINOIS Kcrggl3 DNN BN MT: DATE: PROJECT N0. 1, iY tb I Jos W1711m 050735 091 6T: IN T: HOH1Z SCALE` SHEET NO. 3 N A 1'<50' A CHK BT: IN7: NFRT SCALE. 20 g CLD N A EITH ENGINEERING CONSULTANTS, INC. CrallYmlemmL o1a¢vou we swre7D7a PLAT PRELIMINARY P.U.D. =� +a>t ra�ow.esm11 FM +x-7771¢ i >bl� 1nu.u+ losvu HEARTLAND CROSSING (gatEIAW Rwp aor A PLANNED UNIT DEVELOPMENT ""°s"ss-v PROPOSED ZONING - R-2 P.U.D. AND B-3 � 1 OC.ATION MAP � ��•� ill I LOT 81, � 811JJ5 SF. (FUTURE SCHOOL/PARK) z / P IR / LOT n2 / 10.02G SF. /g LOT 771 / / 10.020 SF. / L. /0.2L LOT 770 1x07070 SF. / tr LOT BBB Ia200 S.F. LOT 789 / y / 10.020 Sr LOT 697 / 10200 SF. „4 /: 6b /A b fQ I! •t LOT 768 10,020 Sr. ` ` LOT BBB 10,200 Sr � 1 / LOT 767 / 10,020 S.F. y / "• / LOT BBB `� 7x200 sr LOT 769 140 F. 9�/ 10 S. / / a• / LOT 700 LOT 765 /. 70.020 s F. .1 LOT 701 z '•,r j' / 64• i.°o. �y� / 1x200 sr.. M gy J @LOT 784 70.020 sr LOT 702 .r y �"'•.+ � �,• /9Y / 10700 S.F. pp LOT 783 10,020 SF. v., O f0,02007IXr. LOT 762 / /eh� s'b',•.y�OCb. �� 0 10.020 Sr / I LOT 802 �p LOT 704 F y ��" 10.200 S 1 157,023 S.F. e,"y • /. Sw./I d OPCO SPACE ro CONVEYED io THE N.o.A.) LOT 76. / f4osB s.r. oyd� yira � �' / LOT 705 l�'" •._10,200 SF, I LOT 780 s I "�' y 14200 S.F. /? .`1�ti Sra / s 10.200.,.F. )O I LOT 759 / eg. Sri-q�• 1fj C}� O I 10,6 S.SF.70 Spa tq gh' OT 707 I c�,p 4f• 9� 10,200 S.F. LOT 758 / ♦y 4- 1r I, IaBae s.F 11 `tiy LOT 708 I � 14587 SF. ,in—a`t, / / a GRAPHIC SCALE LOT BOS -�- LOT 757/ �ry S�M1 78!,295 (OPEN SPACE N 14819 Sr y( /". .5(1 W Jp 711E HV EYED (d iEtr) l y, 12a pp ) ) '°� A•dr7j,05'w --i + y stw2tea'' a 1 R 45E� m $R LOT 786 n w PRELIMNARY RUA. PLAT IU r 10.806 Sr + LOT 710 PLAID U+ 11,032 S.F. ITi 70RK1/ILL— IL.LNOI$ I ' H I SB81 16'OB2Q00v FOR CON NUA N SEE SH k13 REV90. DNN 741: DATE: PROJECT M0. 1. .,6s 1 JGS 7 0507J8 2 03N 741: 9CAIE 911EEf M0. 21 CHO(87: INI: %EAT SCAM y Oro MIA I SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U.D. PLAT ClflWg Jf'7M HEARTLAND CROSSING � ` '� � �'jw Di17/616 PRdTtl®OIUL DEaC,..IRI;,161-6003 OE A PLANNED UNIT DEVELOPMENT Y�TFAl:S7AMW"° ucw an n-n PROPOSED ZONING - R-2 P.U.D. AND B-3 i I NORTH LME LY'THE NORTHN£ST OUARTER OF SEC 22-36-7 O 700.00 775.96 100.00 100.00 n 7254 5 o 4'• 14 z o �_ LOT 481 3 H 16.045 Sr. ~ LOT 451 70 LOT 481 u o LOT 482 uu,o LOT 483 ° / // / 7d 595 S.c o N g 12,000.SF. al$. !2,000 Sr. g� 12,000 S.F. m 70000 1_ lW , _ STREET L / LOT 452 rmn g' STREET NE74'L � 6� , 12,016.S.F. LOT 811 14 _ _ 154.37' (FUTURE 45,3M SWOOL/PARK) - 761.35' L 44 L.71.29 / ��• D1\� `}/ w tOJ JI' w_�• 98.33' _� LOT 453 1" w+ 11,646 SF / r v,I LOT 460 a 33 LOT 455 yI`4 LOT 454 �I IJ964 SF 11 II ( I+ 11,060 SF n1 /7,073 U _o� 11 9rgE .7�� +, yip / �c 5yT '\ �'o\ ' N�yeS ,(/ f y 51 LOT 498 \ f 0 °q. m rr,s88 5r. \� \ LOT 458 17,35.3 S.F. \' o•\ i '61y5 'P\ poW \N. LOT 458 pppM1��,1�� 12.069 5. /f. \ / Y /}9�• '4 M1 d° ANY 4B N l69 LOT 457 � '� 73,975 S.F. �4� / y cD / 14 SITE LOCATION MAP ru / " / mo mW y 1 i P GRAPHIC SCALE (76 nCf) PRELAANARY P.UD. PLAT HEARTLAND CROSSNG YORKVL.LF— LLNOIS WV=M DNN BY: INT. DATE PROJECT NO 1. rS m 1 A:5 _1 021271M.1 050733 D911 BH MT:I HORQ SCALE I 94EFT N0.-. 3 NIA I 1'-60' 4 tl#f BY: MT: WRT SCALE: 22 1 CEO N/A i I i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P.U.D. PLAT IS.a,�9d .9B n9Y�9 HEARTLroarA N D CROSSING °� l.-D�10. aO1 Fp,L.090779-�, L� R07/4E STANOA40 A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND 13-3 CURVE TABLE LOT WIDTH AT BUILDING SETBACK TABLE CURVE_ LENGTH RADIUS CHORD CHO1�BEARING LOT NO. WIDTH LOTNO. WIDTH LOT NO. WIDTH LOT NO. WIDTH LOT NO. WIDTH LOT NO. WIDTH LOT NO. WIDTH CI 3927 25.000 35.36 N01.3l'S4•V l 85.76 114 100187 227 8503 340 83.50 453 __86.13 566 _ 95.00 679 8350 C2 39.27 25.00 35.36 NBB•28'06'E 2 86.63 115 113.81 228 8503 341 8350 454 8457 567 99 DC 680 83.87 C3 39.27 25.00 35.36 SCl'3154'E 3 8568 116 113.81 229 87.15 342 93.50 455 142.10 568 86.43 681 8387 CS 33.44 118 .(05.03 231 12627 344 8350 456 13557 569 9922-_- 682 87.87 L4 39.27 c500 31.40 S06'S?16 V 5 ism 17 102.69 30 86.20 343 8350 457 97.60 573 134.70 683 :01.00 C6 _30...2 25.00 34.82 NP.9 19 47•E 6 8559 119 13081 232 BSAO 345 B.i_50 458 _.85.36 571 _9!,47 684 105.50_ C7 33.44 25.00 31.00 S87.26'S7•V 7_. 85.59 120 0859 233 A5.00 346 83.50 459 85136 512 MOO 685 9128 co 33.44 25.00 31.40 N10'4835•E 6 85.59 121 13080 234 85.00 327 _� 83.50 460 10197 573 83.00 686 9128 C9 -OAS 2500 36.68 S48.4l'4R'E 9 85.00 122 8500 233 05.00 3{e 83.50 AM 100.00 571 85.00 687 91.10 010 37.66 25.00 34.20 541.39'17'17 10 85.00 _123 86.13. 236 85.00 349 83.50 462 100.00 575 93.60 688 91.28 CL 39.24 25.00 35.34 S43.20'0 2'V 11 86,27 124 86.13 237 BSL3 350 03.50 463 100.00 576 153.30 689 92.44 C:2 3930 25.00 35.37 _S46'31'38'E _ 12 85.59 125 8613 238 8503 351 83.50 464 170.13 577 8.5.00 690 03.50 _ C13 39.30 25.00 x.37 N4G'31'S0'V 13 85.59 126 86:13 239 85.00 352 0750 465 83.50 578 85.00 691 03.50 C14 39.24 25AD 35.34 N43.28'02•E 14 0522 127 85.32 240 113.81 353 83.50 466 83.50 579 85.00 692 9353 Ll5 39.30. 25.00 _35.37 N46'31'58'W IS 85.00 128 108.84 24: 101.94 354 8426 467 03.50 580 85.30 693 8350 016 3924 25.00 35.34 N13.28'02-E 16 I 8500 129 106.66 242 85.00 355 _ 84.18 4158 83.50 581 85.00 611 BSAO Cl7 39.27 25.00 35.36 S46.31'WE 17 85.00 130 111.57 243 85.00 356 84.19 469 83.50 582 85.46 695 85.40 C1B 3927 25.30 35.36 S43'Zd'[6'V 18 85.00 131 113.81 W24585.,�.300 357 83.50 170 8350 503 85.79 696 85.00 c 39.06 25.00 35.22 _ S43-I-C4•V _ 19 85.00 132 91.33 0 358 83.50 471 B3.5C 584 84.82 697 85.00 020 39.46 25.00 35.49 N46.11'S6'V 20 83, 133 85.0tl 0 359 83.50 472 83.50 SAS 84.30 698 85.00 021 137.48 200000 137.45 S47•[9'3]'V 21 83.50 -13d BS.CO 0 360 84.08 473 ___ 8350 5015 .9 699 022 155.92 200,10 152.92 N69''0'30V 22 : 8.50 135 85.00 0 361 8425 474- 8350 387 8425 700 65.00 C23 A2.3C 10000 BOAC S25'0836E 23 9850 1:M 85.40 8 362 84.25 475 103.50 588 8350 7C1 8503 24 311,46 403.03 303.65 S24ry3'3C'E 21 9850 137 90.87 5 363 83.50 476 :03.30 589 8350 702 85 00 c25 266.71 EDO OC 247.39 N49.52'39'E 25 03.50 138 I 151.11 251 125.14 364 8350 477 87.50 590 83.50_ 7n3 8500 026 587.70 595.00 564.10 N71.45'54'E 26 9350 139 85,00 I 252 120.00 365 8350 478 8350 591 85.01 704 85.00 027 IbA.75 350 C3 16/.12 51211'49'W 27_ 8170 140 85.10. 253 85.00 366 63.47 479 8.150 592 85.79 705 85.00 CPA 15708 100.00 14142 N43.26'DS•E 26 83.50 141 85.90 254 SLIM 367 92.40 _480 8350 593 95.79 706 II5A0 C2y 95523 636.00 896.75 NO3'17'34•E 29 83.50 142 85.00 255 BSAO 368 8399 411 8750 _ 392 !04.37 707 05.00 C30 39L21 250.00 _ 352.50 443'17'34'. 30 83.50 143 05.00 I 256 85.00 369 86.38 19? 83.61 595 85.18 708 91.11 031 197.86 250.00 192.74 S69.12'1B'E 31 8360 144 85.00 257 85.00 370 86.38 487 83.65 5% 8522 709 11181 C32 588.62 750.40 573.63 _ V655T3TE. 32 _ 04.57 145 ID6 GG 258 8500 3'71.. 85.16 4d4 _A3b5 597 _83,18 710 97.02 C33 235.79 300.00 229.77 --5X'57'06'4 33 81:57 146 85.59 259 85.CO 372 83.50 485 83.65 598 8518 7'11 85.00 034 13743 175.00 133.93 S65'57'59'W 34 . 06.5 1t 85.59 26C 85.57 373 8313[ 406 83.65 599 83.67 712 85.00 C35 27509 350.00 268.07 S2057'06•V 35 11(162 149 85.00 _ 261 _85.59 374 _ 83.50 487 tl3.65 600 104.27 713 85.00 C36 156.53 100.00 141.03 S43.16'42'V 36 10617 149 85,00 262 85.59 375 94.34 498 83.65 601 94.37 714 8500 037 IS 708 100.00 14142 %46'33'55'. 37 95.04 150 85.00 263 05.11 376 119.09 489 85.31 602 9500 715 85.00 c.38 29F.67 30]OD 209.23 365'46'30'4 38 86.13 151 85.00 264 8500 377 8350 4133 85.16 603 85.00 716 85.00 039 597122 767600 582.25 565'96'30'4 39 06.13, 152 8`1.00 265 85.00 "370 83.50 191 85.16 604 85.0) 717 85.00 040 779.65 100000 759.13 S65.46'30•V 40 85.04 153 85.00 266 BSAO 379 635D 492 85.16 605 85.00 71A 85600 1'41 235.62 300.00 229.61 _ N2050'06'E 41 85.00 154 8515 267 85.E 390 117.09 493 85.16 606 __85.00 719 85.00 C42 _606.33 193.00 386.00 S46'31.54'E 42 85. 133 116.61 268 85.30 381 97.73 494 0516 607 85.00 72C 85.00 CA3 235.62 30007 229.61 N2058'O6'E 43 85.40 156 8554 269 85.00 382 85.00 495 83DO 608 83.50 721 _85.19 C44 393A6 250DC 354.49 N46.37'06'W 44 05 157 8357..._ 270 :31.98 383 85.00 496 05,00 6D9 83.50 722 10886 045 196.49 250,0[ 19147 N69 45 a5 85. 158 0427 271 115.79 384 95.00 497 BSOC 610 9850_ _ 723 8350 _ C46 506.33 193.00 386.00 N01'33'52'V 46 85. 159 12000 272 84.63 385 85.00 499 BSA[ 6!1 98 5D 724 8480 -047 _106.73 530.'0 106.56 N82'a q^3A•E 47 85. 160 85.84 273 103.16 386 85.00 459 85.00 Sl'2 8350 725 86.38 C48 60633 193.00 38600 N43'29.06•E 46 84. 161 85.00 274 108.26 787 es.00 5cD 0570. 613 93.50 __726 86.38 _ _-._ C49 235.87- 300.00 229.84 S24'00'30'E 49 84.0 162 8SOC 275 84.63 388 8500 501 85.30 614 9503 727 84.12 050 235.62 3CD OC 229.61 S69.0154'E 50 84.0 163 05.00 275 84.53 309 -_ 85.00 _502 84.04 615 85.03 720 0353 051 235.45 300.]0 229.{5 N24.02'S3'W Sl 86. 164 _ 8530 277_ 8447 390 8500 SC3 IC9A6 616 85.03 729 8350 ' 152 636.33 193.00 3%1000 S43'20'06'W 52_ 85. 165 85.30 278 83.50 391 85.00_ 5C4 8540 617 8500 730 _ 83.50 053 373.16 193.00 272.94 S01.31.547E 53 85.00 166 85,69 279 03,50 392 85000 5155 85.00 618 8500 731 -83.50 054 235162 30'.43 229.61 S65.50'36'W 54 85.00 167 85.59 280 83.50 393 10350 506 103.50 619 85.00 732 83.50 055 _314.16 270.00 282.84 501.3:'54•. SS BS.OU 158 BS59 281 83.50 394 98.50 507 109.07 620 85.00 733 100.66 C56 195.92 2300.00 190,94 _ N24 CC52'W_ 34 83.29 _ 169 105.40 288 fl3.50 395 83.50 508 85.14 621 85.00 /34 89029 057 156.96 100.00 14134 S45.3551'E 57 82.13 170 _ 85.00 28 93.50 396 83.50 509 83:.10 622 85.12 735 9947 050 ------T-200.00 153.07 N24'0154'V 58 102.09 171' 85.00 294 .29 397 83.50 510 83.50 623 0'x45 _ 736 89.17 C59 392.70 250.00 353.55 N46'33'S2'V 59 95.00 172_ 85.00 295 113.81 3% 8350 5:1 83.50 624 85.45 737 9296 C60 _ 106.73 55000 106.56 S82-44'00'W 50 85.00 173 85.00 _ 285 7.69 399 23,500 512 83.50 625 05.45 738 92.96 061 236.07 300.:0 230.03 N69.0943'V 6: 85.40 174 85.00 287 85.00 ADD 93.50 513 83.60 526 85.04_ 739 92.49 C62 236.07 300.00 230.03 Ni 62 85.00 75 _ 85.00 288 85.00 401 83..50 514 86.38 627 B5.00 740 85.00 C63 542.21 34500 48810 N43'2S'30•E 63 »84.24 5.5& 289 85.00 402 8750 51.5 86.78 628 05.03 741 85.00 066 ..471.07 OC 00 12/.14 N43270�E 66 0350 ' -- 85M 292'- 85.00 405 ---84.210 518 8350_ b301 8507 i�2 85.20 154 157.08 200.00 153.07 NZO 5d OFF 64 81 3 1 00 90 EJ.CO 403 83.50 516 83.80 629 85 v 00 743 88.42 00 714 88.97 C67 235.79 300.00 229.77 S69-02'53'E 67 83.50 180 _ BSW 3 05.00 406 84.63 519 83.50 632 85.00 745 85.00 068 39.27 2510[ 35.36 NOI'31'54•W 68 .47.50 181 BS 294 105.00 _ 107 84.63 520 83.50 633 85.00 746 95.00 C69 39127 2500 35.36 N88'2B'06'E fig 83.50 _ 3B2 85. 295 9850 ICB 84.63 521 03.50 631 6500 747 9250 C70 39.6P 25400 35.60 S12-40'48'4 70 _ 126.20 183 85.0 .296 91.41 409 84.63__ 522 83.50 635 BSOD 749 83.50 C71 __ 39.01 25.00 35.17 44713'C6'V 7: 85.00 184 91.96' 29J 9500 __410 8428 523 83.50 536 8500 749 :03.50 C72 3927 25.00 3536 N43'26'07'E 72 85.00 185 111181 298 85.00 s!1 04.63 524 04.63 537 6540 750 C73 __39.27 25.00 35.36 N46.33'53'V 73 85.00 _186 94.15 299 8500 412 84.63 525 9327 638 83.50 75: 85.10 C74 63.66 60.00 60.72 S3157'3B'E 74 85.00 187 83.5 300 85.00 413 84.63 526 9327 639 83.50 752 85.00 075 35.52 25.00 32.61 N39'09'S6'E 75 8/..1/ 188 .100.81 301 85.00 414 8424 527 9327 640 8350 753 A5.00 ' 076 46,83 25.00 _�_ 4028 N55'11'42'W 76 86.20 IB9 11381 372 85.02 415 8350 528 93.27 641 83.50 75.4 8500 C77 39.27 25.00 35.36 SCI.31'54'E 77 86.20 :90 8713 303 5,46 41b 83.50 529 93.27 612 83.50 755 85.00 078 38.75 2500 34.99 S89'03'SO•V 70 06.20 191 92.39 304 85,46 417 83.50 530 93,27 643 8350 756 85.28 079 4427 25.00 _3871 519'19'59'4 79 06.20 192 9924 305 .46 Ain 83.50 531 9327 Sao 03.50 757 85.59 CBO 44.27 25.07 3871 S29-12'36•. 80 166.63 193. A6_ _ 306 85.46 419 83.50 _532 :3.27 645 83.50 759 BS 59 Cal 39.44 _ 25.00 35.47 NIS-43'38'W at 1:5.21 194 85.20 307 85.46 420 83.50 533 9327 W6 8350 759 BS.i9 (.712 79.10 2500 35.24 N43-16'22-E 82__ A5.00 195 _ 00 308 8546 421 83.50 534 87.12 _ 647 9350 /60 8530 _ 083 39.44 25.00 75.47 N46'43'70'W 83 85.00 196 .00 309 106.50 422 _ 83.50_ 535 83.50 648 136.83 761 8301 CB4 39.10 25.00 35.24 543.16.22'W 94 85.00 197 103.50 310 120.12 423 83.50 536 _ 83.30 64Y 10513 762 83SC C85 __39.10 - 25.30 _ 35.24 S43.16'22'V 85 BS.00 !98 _105.00 311 8496 424 83.50 537 83.50 650 91.11 763 83.50 C86 39.44 2540 35.47 N46-13'38'V 86 8500 199 85,00 3:2 _ 85.00 425 03.50 538 83.50 651 94.11 764 83.50 CB7 39.10 25.00 35.24 N43•:6'01T 07 99.54 200 85.00 3:3 85.00 _ 426 03.50 539 83=0 652 _ 88.17 765 83.50 088 39.44 25.00 35.47 N/6'43'38•M BB_ 113.1.4 201 0500 314 8500 427 83.50__ 540 _ 83.50 653 .41.50 766 8350 009 _ 3927 25 J0 35.36 545'32'10•. B9 fM,54 202 8500 315 05.00 428 83.50 541 85.00 P61.4 83.50 767 83.50 C90 39.2J 25,00 35.36 S43.27'S0'V 90 138.66 203 85.33 316 103.86 429 8150 542 85.40 83.50 768 83.50 C91 3927 25.00 35.36 S46-33'55-E 91 100.75 204 85.79 317 109.97 430 07.50 543 _ x.00 83.50 769 93.50 3927 25.00 .3 543'26'05.4 92 85.00 205 65.79 314 107.97 431 07.50 544 8500 83.50 770 83.50 093 3987 25.00 33.36 S46'33'55'E 93 fl5.00 236 85.77 319 100.96_ 432 115.00 545 BSAO 83.50 17'. 8350 C94 3927 25,00 35.36 N43.26'OS'E 94 8500 217 8579 320 8463 433 90.00 54F 8500 9500 772 8350 C95 28.86 25.00 2729 ND9.28'29'V 95 85.07 208 85.79 321 9463 434 11500 547 8500 8500 7/3 83.50 C% 3:26 25.00 29.26 558'30'34.4 96 BSA7 239 8507 322 81.63 435 85.00 548 83.00 BS.00 772 3.50 C97 3927 25.00 35.36 N43.25'08•E 97 05210 8500 323- 84.63 436 05.00 549 10190 85.00 775 98.50 C99 39.27 25.00 35.36 S46.33052•E 98 85.00 2:1 95.00_ 324 4.69. 437 85.40 550 103.50 663 86.10 776 0350 C99 39.27 25.00 35.36 S43.26498'W 99 147.77 212 85.00 325 -7 7 83.50 0100 39.27 2SD0 3536 S46'33'52'E 100 86.20 213 8500 326 9463 4 -^�' 0 W CI01 39.27 25.00 35.36 546'33']2'. 101 86.20 214 ASAO 327 8454 440 9500 553 95.40 666 122.12 0102 39.27 25.00 35.36 S13'261081V 102 06.20 215_ 85.00 328 84.21 441 05.00 554 05.00 667 104.17 0103 39.27 2540C 35.36 N46'3'>'52'V 103 B7.98 __ 216 85.00 _ 329 8330 44P BSDO 555 85MO 668 93.43 C104 3927 25.00 35.36 S43'26'M'W_ 104 05.00 217 85.27 330 :40.90 443 BS.00 556 85.0E 669 eua CI05 3927 2500 35.36 546.33'S2'E 105 85.00 218 85.59 3 1 122.26 444 BS00 557 BSOC 670 85 C0 C106 39.27 2500 35.36 N43.26'38•E 106 9500 219 _95.59 332 144.52 445_ 85.40_ 558 85.30 671 95.00 784 83.63 CIC7 39.27 25.00 3536 S43'26'08'V 107 85.40 220 8 333 8150 446 85.00 549 85.30 6/2 _ 85•W 783 8357 CIC9 3927 25.00 35.36 S46.3352'E 108 85.00 221 e5.00 _334 84,05 447 BS.00 560 IC3.82 673 MOD 786 8350 CIC9 44.67 25.00 38.96 N04.39'37'E 1C9 85.00 222 8540 335 84.05 448 BS.00 561 8350 674 83.50 787 83.50 CI10 32.12 25.00 29.95 587.00109.4 110 A5.00 223 _ _ 85.00 736 _ 81.06 449 85.00 562 9320 675 83.50 7BB 83.50 0111 40.27 25.00 36.06 N42'l/'02'E Ill 85.09 224 BS.CO 3 83.74 450 .45.00 563 Y628 676 83.50 789 - _- _ ._ ---- --. 1111 C112 3A.59 25AD 34.87 S47*20'34'1 112 85.59 225 :85.00 33 8750 45; 92.!0 564 120.54 677 83.50 ,. - -0113 38.51 25.00 _ 34.84 N45-42'04•4 113-... ::22d'. -_8_5.00: 379•. _93.50 152 -%.19 565 120.54 67.8 83.50 Clio 40.34 25.00 3611 N44'41'S1•E - '115 39.27 25.40 35.36_ N4G-3:'54•W C116 39.27 25,00 35.36 N43'28'06'E 0117 39.27 25.00 35.36 S13.30'55'W TYPIL:AL DFSMsN S731N64RAA' CIIB 39.27 2500 35.7E N46-29'35•4 01:9 39.35 25 0 35.41 N46 37'06'4 •7,lyd1twob ,dw,a' Wx lay c1 PC 39.19 25 J' 35.30 S432254•W 4.�Kz(.E�AMVLY farA1EA'(4p1- 0121 _39.35 2530 35.21 S46 37'06'[ �SE7aAC7C Ally EAS61.E1NT� 10,4- .0 0322 39.19 2500 3530 S43'22'S4'W •All-Last- 72.mmIt C!23 39.35 25.30 3541 S46.37'06'E A1I. L07$ $}14('1 )14 Y'F 1610 Ft7DT (/g0gD4Ap Rw/Ar, C124 39.19 25.00 3530 543'22'51'4 r�I: IqO FOOT 1.1�AT! AAD S FOOT nOlra.Rp4A4w sIm/ 'LRfJTY .. DPAI146E 25415 WSM •Raw NTO1h' 40' AA2 : NR44NYMM,9Mb1k jr 1.EASEAkNT D/NCM9L77S ARE TIPICAL UNLESS ORAMNW LYM:A 7FD N 9oN Y/O9tl1* YP 95..-A*) 2.WIRE OTY STOW WK7M SANITARY SENERS OR MAIM �N,AY Y"94cN0. AO'(JYMY,a 0 NeI7t MANS ARE RUN ALONG SIDE LOT LICE.A UNARM 70 FOOT YOOE' M e4�14)rs) (10 FEET EACH JWIQ UOLITY AND ORANAGE EASUKNT 9fA L Of 71'P)GY 120010S.F.LOTO/AGRMt 1-70'P.URD.E �Y g orR L•_J..L_. _J 7dacL 20'1NL 7-41 I OR lar C1'' L414oMI .k&r2AWalf-Aa0A"MMYS3014 LES= � LOT NmTK 10.001i F LOT LW AN"wx III �. PRE3INIINARY P.I.J.D. PLAT }-IS MCA TER CEN7ERLME ',.III-�-il I -�{I 3'P.U.RD.E HEARTLAND 4� 90MOARY UNE JIB( 1r r.uMA I...''rE -i YORKVILLE. LLAd01S -- 1A77T M WAY LRIE LOT LINE LME fX e� __�*L'" � _ L �a 1 JG59Y: IN. 02 7E OSO7J3 0. 9fN/D/NC g79AIX UNE � P��n,. � STi�T 1 ----- EASEMENT LLYE tRK --- -4t3T�1�gLE LoeaeNNpan Al4,1ANMr04Il 1;00021 MtlN6e 313% a Ni I : Z SCALE SHEET N0. 3 N A 1'>•BD' CNK 97: TNT: TEAT 9GttE: a.) S CLD N A PRELIMINARY P.U.D. PLAN: SMITH ENGINEERING CONSULTANTS, INC. CWR/6TRUCTURAL ENCO2RR5 ANO RIIRVEYM mNeM�Ya9n sa N� .aM�»nlu['�..een HEARTLAND CROSSING auNars PUO?RSSIONAL UF9(,N IRY InA_aOO t°O 'LOT°i PILL 0.N1n.55-CV.day YORKVILLE,ILLINOIS w� �' KENDALL TOWNSHIP,KENDALL COUNTY --" SECTIONS 16,21 &22 TOWNSHIP 36 NORTH,RANGE 7 EAST LOCATION MAP PRO-c-cr EXISTING ZONING-(KENDALL,.COUNTY,A-1) A`r PROPOSED ZONING-(CITY OF YORKVIL R-2 AND B-3 P.U.D.) __ » PLAT PREPAREDOR: RICHARD MARKER ASSOC ATES,INC. 654 HEARTLAND DRIVE w w -� ¢ YORKVILLE,ILLINOIS 60560 LIJ OFFICE:(630)553-3322 FAx:(630)553-5736 ; PROJECT CONTACT 114 L� MR.GARY NEYER r.Ar (630)553-3322 x' 4. FIRE DIfT1NCT:81119TO1-K[e1CALl.P11K PI eORCT 10N :'' s ``{ �' IT SGMOL 01aTNIr YOt CUE00116 D MWIT 01*1110. L ` ��.••• ..__.a- rr R.' R CALL JULIE 1-800-892-0723 RONALD A NARIANNf rrOPER LTD. » OfxxA _ Clxt INS ROBERT OHUSE. F RICHAR05 TD AirnAll e SR PARTNERSHIP P R aft- caP �y ra�y)g 7NE SHIP 4R web , I ri.T:-d.. 1 1� ..'.`e W .��`. Lr y„i ,a:f�l ...t� ae.+`��..,i�3. SnyrN ri1K•PeffRAN Ci'QNracrs iA:,! PETER J 14UINKER PE DIRECTOR OF OMCE OPERATONS 6�ro ctrss (630)55.7-7560 al Ii s -I I DANO W.SCHULTI PC,a'AL£NpNEfR Ip (630)F C.KE6° II I IM AJ 06000E E )'56 E.I.,C/Yk£NaNEER I (630)553-7550 I as II Fm I r.�¢M t10 r 11° I ! P/7H-64NARY - WIT FO'R CGYY'T(.+L.CTION E1I7ABETH I .� �{ n6 • I>! " I DATE. UAY 11,7006 TRUST I+ �� NON/ALBANO 7R UST w 1 yp1 r a' ''rsm I tte m 5 NotilE6 Sp I�-1 Y; ReJe 1 ro � I Sa. ;� � •n ro a /�aa+�'`: °11 knl sw wr Ytt li7l I ta47?Sm ne1 - s. �n I '� R .r N xrs »o.. swa r aw.m m a,eaNrrr IR�E,I�wr� ,� rA a! 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ANO VALUE SOX I I -�Giea .0•A .I NAW I � )1 PL � IIII t 990 :."- .e R I'I ., I wA II • L J(DifP)I' -. D hT �/�wZ �+ I I�II UZLIT)- TES: irk 1 .I \ - j i 1 f r=-I I Ir 1.)PROPOSED WATER MAIN SlDNG TO —,rvc BE PROVIDED BY ENGINEERING PRISES INC.ONCE - y MODEL SMC a'NA TER SYS(EAI 1S , I + 930' I III •� �1� I Lnsl - I 'y� I COMMERCIAL - �' I 7J PROPOSED SANITARY SEWZR ,.0.w A--. / t L'l� _ - -. FI ,1 ROJRNf,TO B£ NAL2£D WIN 1?!I, kl j ....:. _ PROi0SE0 S![>✓MQ,-r { �'P) . I II I EnSN.OuIAdAfI SFlE _. SPJS YTw) r i'' DISTRACT IVD S7W STY VARY lISO k • \'� - TO BE NELOCA Mit AM I � YORRNLLC 17 I I I I I m]F 3)A!I SANITARY SEWER IS B`UNLESS III 1 AN RD U49 E. O7NERN(SE NOTED - TT /II I '�� I - _ r•we ��`:+ `. TYPCyA_�o�Da NN<A! peraL -(cAOw4 Sy I "} LOTI gr nA.".I� rJrrew NDE 9�FFEP tir, 1 � 1,. I urs A"3;�"mPn—:ifs u e�o''*J,.oAwm p.I" ' III 111. d �I —�. nrtncra�Fr,Ea nn! - LL 'v I - r, fr,f aW .�+w TARO efuz.r a D.•9c nsr.MN?A- I I lwrw:a t.fl; aalo. 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FLAN I I I II L,h --Ma iw Z Ma v HEARTLAND CROSSING SEE SHEET NO. 4 FOR CONTINUATION �«-�M1 YORKVILLE, ILLINOIS +�\ aAwosrD sAAV>ARr smuc!uiar(rw) _ - '� Rf:V"o" DWN BY: PROJECT INT. DATE: PR NC. �+ r. AES T OS-f1-99 jWR 07-77-O6 =7350.1 t. OSN BY: INT 40PIZ SCALE SHEE7 N0. MOAOY'D S PCC $ CLN CHK BY: INT:'..1VRT N SCALE: 1 I 5 PJN A PRELIMINARY P.U.D. PLAN: SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL RNGIII AND SUNVEYONN FVST aAPAA W AYENT P— EYISJ:4N1P!B- `NPPPKIKN>S NV.69.N -fu.v 11,rNmrlgm.. 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I� i _-1,� -_•' 'ILj< ~ Ittt� IJL: PROP.e' va y w .eeeA° I nwa vACM:ear w- 1. ,�1 IwrY •/• / ur>. I � �1� I _ __ - _Ir l^" I I YV.IIRi tr.Tar-. a,zT -� i.I :I �I..M4• 4^PO j' l '.r!r' 1. ,Ty I + , I' '' rs 1 i -PRCp.wRs) Y IQOrIMAM ,al P'Olf J l �R..W. !9Y DRIERS) �__.._ M." 7111✓ I�. ) 1 I i ` ��/. / i•/,(., .. _u4 �i+.-'��Irn t, I � :r,F.,14f4R fF.'11'•-- rr/•�// Iyl s+� �u' / �./ .` _ ~ ,t I I EI, �IC L 1.. f e.os}.. i �\., � �%/�• /. v,•.� wTw1 �I ,t,rtA '�Ilj y IC+I q' � !� y717.1fej .f.I { 4. t0 N l /':/� / IpyW F.: l•�rty lM N.r 1 \ I 1 I �. �� / Ylf.et►Y \': 1fr� — I I�t' I I� 1 tit•.r:6 4J. $1 1 , A-r •'' � -- i r ' I 1I. ' ena � �' 1 M, �� fff /Y MMMIIIIII 1/t 1 °ew/�(' sk ('.. `~ •'(.' ,1E 1tf• sRw TP frm) Plevasm �� I\ rm.s• � `- - i , ^'/w wWYwle\'`• i I 1 i J I-r 71),ARY cF. 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I h.H: �9+' W. 111 Irv* Y[(44lI II ¢n'PRrn.PmcsmuR For 11 PAM PROS B i I T{q) J I—_ +_— __,� , S,• ..�1 I�I 1 I l I• I 111 I { ; I ._ v .,. _. _ '�...I ', )l,/1 .I. I .. fIP ,f• `II M,'�wA ��,I I.II �I ,a \ i \ _ I awwrla _ ° w• pat I Ra-ren Lot n, torn wrue u+Ae, I nor.M IILL' J/ cine.l 2 (�) I --__�� ,.�� I II / j 1 �Tr a•� �11 1 rl.� + M ael0 V_ - �r- -__ •� —ate-� _- _ s1 NW �! ,. �c. I ,.,.:., I�R:~iR`+�• � � .. I I _w` I _. ` l (+ren - �Hlvu^` _- r KRm.we.on - -�.�_ i AREA LOCATION MAP \ PRWW'EU (dTf7WRS GRAPHIC SCALE SYNL7.E�AM-T �i ,ae e w w no •m MFC]NN Lon sv6Vr O,rA:uv a.wt n[Rar NnaARP R 1 imh-100 R (SSR�RC ppYry6trnP�p�R ,STI81Ln'¢MyNy9�¢gv�y ,�5�p� 1446!Y i0i 1MFS ,w'A�IMY.F D.f 4i p.WNRMYUL4l .- __ PRnP6rn ReA..w.,Ra., u'¢su.c � UTILITY NOTES+ 1.)PROPOSED WATER MAIN SIZING TO -:-) ,•¢,¢E - �aRP gED BYCENNCEERMlCIS t PRE IMINA12Y P.U.D. PLAN r HEARTLAND CROSSING ro•axe �I FMIALIZED. r YORKVILLE, 0.LINOIS ro•¢wc ¢wr' 2)PROPOSED SAMtFARY SEAR RDUTRIG TO BE nNA112ED RTRI YYdtl WLCE 6RIS70L SAN/TARP REN OMS DWN PY: NT. DATE: PR011CT 1,11, I— LL 1NSMICT AND THE CITY Dr J -- ,r- 1 YORK4RLE. APp-os-11 06 91R 02-27-06 05071503 I _ J)ALL SAMTARY SE*FR IS 8" UNLESS ry a DS BY: INT. NDRIZ'0' 91ECT ND. OTHERMSE N07ED ♦ CHK MY, INT: VFRT SGLE: Jr S P N A i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P.U.D. PLAN: CNI IMIRA "ClNgERS AND TWa li�IlauaO�N eaaao HEARTLAND CROSSING �� ' -Do IIlIN015 PROPCAZIONAL OPSIf,N PIRY�INA-000TH AO, 1112:A6ViJ5-141.e g P01 M1CSrAN l6Ca!OSOPJS-PI7 C-at /t CA44lMO // .^aIIdIP4� / °4 PARK SCHOOL SITE PAA sw 5'PLC •• •.n ,:.v. I I AlitaNNi: % '>✓ SwCNA1H(IYP) �. I I / \ PRCPoSED WATER NfIN I s / INa ero.dc yI.. �• �1 NCI,-eeanc dwu�lrtw� /.. �'/ /A/[:i;.. \t• J, ' f I •YIiIE� % A ' '�y O� R.r I w l' I ,IIII i III', IIM+•111 K.. r �t� 'IC,b _ i 0,�� , OF,' Av.a0siei `j•'I I 'I I, lo*Mt •ruAild11'�- 'rs '�. PROalOSCD Vw7ARr a .�# r AV-66777 4 I I ` •• ' ' I Ir►�__/ �; ;' ,' T Mme_ siRUCnMC!r W) ` •ww14 a+ I n %RE E.as 1 I `J w-PI•An4 \� r-`�- • - 4r� \ PROP.pc KALK ANO ' I(� A r (Imi '; L / wLK BOX IL'I.n+ln "" I •w•xeoA� ��'�. ^// / Lm ws r�� HJO_ f I I I I �nN-n�ItJNlM , ___. PAM ROW I � \ i __.. rorvroPnuo sraw L� j +aa: smut C A I tir 2n I I�.1 I tA1 at,xE - ` ]!lRE Tm' 1'MLEMAIR rARY I{ I , Lm rd• ulAar I1 I \ 1 1 �— -F'— _ . . III I I, 1..,^I ' I, . YWwr°� I ,;,.,. ,�--�-J--';•, =�WM , s I�)I IIII I I 'I.I.-_e-0• � � 1',i- I __� - � /. /'� 7�'.�_ IIIPyl1� K 1 I\ � Y 1 I.r. _ warwsw UTILITY_NOTES: 1 1 s 1 y / l O hN r I I II I )LEQ"GSfO NA MAIN G 4� � .... .._ I � A-. ;..:_:' - , ;�,,I _J r. •^•rA,. R,.. a LIE PROVlUED BY r tNGNEERI N 1, I •awwl IOMa ENIERPA,�ES,INC.ONCE Z IIJ" 1 I, 1n•pP><I --_-- I .. MOD LING WATER SYSTEM IS I I I I;r to*�Aq 11 r r+ Z 1 i I -,WIw,fAal r. 1 1 J PROPOSED SANITARY SENEP ROU17NO 70 BE 1WALf2£D Mn1 1 --` {t_f 1�-nlP.�npsggq�� I ! -_, _ YORKNLL£BRIS70L S4NfTA4Y 11 �, I.. i r. .. P'S7R••CT AND THE CrrY O' 1! ' 'I "Ia LO r.S I I. M111dIJsL _.... YYIRKNLLF. J1 'gar.> '! �+ I _ - µm y 3)ALL SANITARY SEOEW f5 R'UNLESS I- 7t _- , r' t Li I...#P,¢, I•wswrlAL -- wr-wfeeclill-.. OTHERWSE NOTED I�il L, I I nln,aW A, , _ nONlwa -- L I O I I� 11_... ,_. o a- m') I �— J. __- -r .-riAOrawoRa•ANIa _ ca0s._Fn r Z F" I 1 L Ir — I I•- -_ Vrrt 71a �rar�� L_rr. a2 E oEiel.- (CJ7oNM� 2 III .. l —f _ •.. wrAnr,wlr r an<vsw - ss oaraar:r rmcA an In 1 R/e �Wnr �ruR sy6 a wren AuASS AAL FLN a .rw o ,ALaAC .o-LAVrs.R3.N.»ri+or n�.r suu er rxowrP. 1 N _ "�.nt { �: I I. ' 1 ." I ro'e.sl�r I,� i .s.15� 11„ 1. ...�R'2 I� { �4}-- I ` `_� j I •y �I I 1� S'0.!Y[ WA— _I PA rzS II L 1*I 11.1. L .L. to ,_-- P•s P/N i l ;%� I nosan I STRUT l�y:., r-( r" 'ew_vAnrE 1 aN Iw.wN• aAr. w iif _ - - -.. AREA LOCATION MAP �rNrouRa pm, 1 S c II P--s I .1-CAMd6• WWIYAI I 1 j RJV-15461 NW 111 r w•.n�s �! 1 li, q� �.\ \\ n I I I � ImL 95tl.n0 r 2A N r I I ' "'rim AL` rtooaaAev A it I } r r r Fn5l aPP re- r GRAPHIC SCALE 1 I 1 I I i N• _-.+ �LTWYJ urnw 0.Y Aw(RI FCLT)� ARia rme 100 rt. i ( rt Ay dAn - 2J� ' 1 -- � v ,�- I P RELIMINARY P.LD. PLAN HEARTLAVD CROSSING III` I i s"' Ens*.ae m YORKVILL_. ILLINOIS I .,fir AU% ' u W.MUM rnsr es ie w _ Ir t O ��°"� ,•�•, �^.`�. ... .,q1 RIwKl r.W04.4eVC - REN5101: WN B GATE' ROJE T NO - [nor Ua°f0• ms os-rc.�g •AAR 2-27-06 PSHELT.O. DIN Rr:-TNT: HIMR 100, SHfEr No. C£K 7-=700' A CHN Sr: In T: VERT SCALE: 6 S P,W NIA I PRELIMINARY P.U.D. PLAN• SNiTCt ENGINEERING CONSULTANTS, INC. • CtVM/R7RUc7TUM tOKG CO S LTRVNTS +Mm'°a,'01:�.riweaeoseo be. ARoposo HEARTLAND CROSSING "rornW N U MImN nwA/lea-BOOT Oe AaONTALRANO SOMW90M E.tl6E curt caw.TsE�mv]ss-✓E1.r y aRDFOSfD NW.aee.1P N IX�OI]af51ANDARD ep]ER MAn (8 Y OTHERS) Ext oeCN3-PE-D] s_ �/ l a� — - wAUS A. �CD� eta.0'1't3Y��T'..MtrO I AEI I:9.W77203'd Gjt I i.,stLNA. IM sJ nOODer, xOYaa _ to _iY I _may wA. NY-x.16 �t Ml-.... /� ✓ //A nar.eraaNN•turret � rNOacam .- ._ _. I � Lm era �� k,' �. •�ca _ ___��— h-�� — } .. lu'Ale'.-- ,r aoTru. LM aw y w..+,�'� \ ; t .r„K+y .:x..•..•. _T 'X - .. r, Iw°"Wom �I wrrtro Ewen � \ \ X A• ,� \ �, -. / w`\ ow wl NU`. I' I +.tz I I �_ --... Lt,1M• 4, ... Aral• r -. % I 11 11 1 A 1 PROPOSED ... . M ✓:./ / 1 LT t+• I'I I wrwL I{ TOST PRAY(SISCHOOL raNTDUOU as SITE C.MSerC 11E11 � .; :� te. Net ;,/ ._°cc\. ,;ae-r f� Lm•ri I �'�I � An'.f*' I `a.� I i q' I �La . • 1 f _:.- �`�• �. � ,.J moot .�1\ ,,, - ` - a`F3 ��x Dir Lar Y A /Ln tat \. }� �.?��^' `w��.� :c nL• �\ ,,'l ! — ��I`I I r� JI ' �` 1 I - r 91 l7 rww on tark, '� '1 /- nv asr_as s '�� _ �_.; ,��•�' w air/ '�/ � \ - ! �.ar I { nr-r•s ,j,�, relit � \wr ware; .,... x^M. \ \;ne ,i•'`: nv a•/ I I �i':'�iiAri� n!+ .. 1 -� �41 .� _ F r Y A � i 4 // /m at i' / rj/ \. .r^i• -- :} „L tut 44t Aex t. \ w iirpw / !• /�, —INN wauN SIRUCTSRwl 1ARf(rYP} PRDP ro' /i //�L `t.\ // r / 1�FRr„LVD O _ 1• IL;,;.n, i +I � ��,/ I i :m qe PTDEST SIRMN PAM LDT Tea / R£KPSC r PRMOYD S70aI PARK 517E PAY ow s FCC --- Ll '------L.CC�. mna•J /^ / / / / - SIDEWAid(TYP7 / r wr01k>ti w wwE � Iw. 1'RDPoSM SAMTARY- \ -['..;�-. ,-., MI aL ,' / ..-:>•... en wawN r _ I. _ reLOM «� _ 1 SEMER(T OSE sI iD SAWA UTKITY NOTES w+we50N lYI :o w I Lss p 1 y ^ A 712a /,.' / tPTAp 7.)PROPOSED WA ILR MAN SIZING TO - r HE PROWDEO BY ENW&LRTNC / / �' I I -.. s ENTERPRISES IN'-aVCf MODELING OF WATER SYSTEM IS r �--,'� „ ,P''•. '11, '.I FINALIZED. 2.j PROPOSSFD SANITARY SEVER -.• - _._ '� awr Nr ✓/ 7 ROWING TO BE FLNAilIED MPTH YORKYILLE BRISTOL SANITARY / ` tw lOT6V 1 /' LeTaf DISTRICT AND THE CITY Or aaR ��-/ Lo' LOT rwa YORKNLLE. M- 1a1e ' eM awr �' MW ;.)A[L SANITARY SEVER is 8•MESS L �- iW.�,�lwa• .,Ltr AP. 9 OTHERMSE N0TED AROPOSED _ � _ r /A f I - PITCM 7YEK ' LOT "roAIN46C Q'1� - CROMM L.OT) (TLP) w MsL naNW Ra PR0415Y0 IO' -•R f Lt.O �!t EASiMRr wal6non5 AM 95 a .x (9t a.,r rm[ASacrr/sc nNErvnal) WDMWAA PAIN ryl .deli II ��5'�pwt SEIraPS 5!Y[K aR NR YAa/S,M[RRR I 1 ._w ` :. I •.. � a�awv 10l UVESA iN000.f W'vMWFa L laeFr ern...�e2•MC7nR L _ rrr R.rr sans.-.� — '- -�I(- PnOP.T.c ��I � �-_. - ._ - •,/c,,; � ' \� // �pI w a u—I� i I e'OdaLE `v�"•'G "�+y�-._"r- - - - _� � .,, ,r \,+'�,��T•'•,. �I I I I I - 1. w�•IlL rl !!^• 1 Lr - ,n1 w,aft Y N.•. a., a _ LD mcmr- g�57RlgT � L - .AC' AREA LIX.!>.TYON MAP ?•,w,-ar*ry a"L'a' - _ 1' � I aTOnwr PRELIMINARY P1iA. PLAN -IEARTLAND CROS.9NG � YCRKVLLE. ILLINOIS -Tu I GRAPHIC SCALE J( -ar � - t REVM04S 0WBY NT: DAT.: PRO+ECT N0. OO7J5.O:r. JMR 02 27-05 1. - _ DSN BY NT: HOHIL SCALE: SHEET N0. - (M TEXT J, CEK 7=100' L men-IW tt a r.. CHK BY. INT: YERT SCALE: 7 pw NIA �I SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY PLAN: T��"SRAIT CTNRNRe AND MSUf}BYRE P.U.D. >a N HEARTLAND CROSSING TL INOL9➢RD}E9310NAL DE91 N MN/]M-ROOT DB LBYP.rAE'GSOTA'.-Ot l.eg PLOT rlL STANOARB NCW O30xR-PE-OB o.sD' Id' PATH SECTION 6.0•WN.TOpSL STAN ARD SEEDING CRON 5 SLNDINL PER I.D.G T.STANDARD SFC BON 23H AND].`T --- T/F:P-^& STREET CR.O56 SECTION- YM OLM ROAD w•TTP. J f/• T� •...-0 S �y s -�T, I I L- 2.0•dIB/MMG/5 LC7NCBETE SIIREACE LiXIRSE.SUKRPA K,WA'C•N50 A f•NrIAIRNrs cOxOeES 9.AFAa��'AvLNAAK I d.D'AGGREGATE BASE GpIRSE IIPE B(CA-4) O+ NA•r AMO-4/N'ANnsaaa Lsisr L:ARY rwr a to-el 0 p'-,'�Rj•' ota a`rt AICtR cvA:'ir �_ LweMAnoR cmunu n Aw+rEF.rNr s-•.re Os 'N,�Ei"KP10Rr'X' a♦rAa Cora SYA,IXaL LEA �s cfe ENO CAA.cmavg m-s m:.arro srcve rwe'a a°•a A—o uu♦muesE a s t srae rwL o K ®�T/aG fTat�OS@ O tR f.Ar-IS V.PIIAMUS NA N9AL MNIf['Jar(R.M.1 Q AYOw NSr Gr rt[NRF lA AL T50 ra.l - ` IIILL��-------------- lWfTL S�dAI HNVLM JrE • lRCELNE ,ay. O NOI AdXBe An LEA Ai➢AiDKNr.ORB.tlW i ._ SAMIAR MANHL£ . • Q Q*p• _..—,_.-�-__ --- • SThM1 MAAMIXE { i yWi y,V/.rnA.VO ♦ _. TYPICAL. C&V)SS 3eCA0AJ- AMAWT'ROAD • s Lrsa.ATw eASV ,; � I s,cR4 Mrn sPOr Ell.AIroN _-.JC4¢v _.— b} rLAAFD Fen YL MXJ o . eaNi a uz rAAr I I 1� GRnlsu • d vAt4t 9W • • Srn1Y.FlP PAF -�--..— EF09'GY LDVRML!ONCE II i wxa N—� N.KY—..� U.1 rE IA:Lf . = �U�Nnav SKCSIED tt v 1-. -tfR ANEj NrDWINI a - 1w-1 OIPCCIAH ARBOR f W ( iRa1T PCtE * � TOO YFAR m£AAOR RW7E CMQRA DRY AN W[B NAN TAG I E• O a `b�A S 9 `•EX TNT PAHVCNr 5MRDAJ 4Am POLE 51L STW Ac IMW ❑� TO BE PUL VERB'O GZ I- �'Y• Q 1.3'BIIUNINWS CaN fE SLRFACE COURSE 5 ANOCD 1531 eXOR'XRLC FAfXAC(d>EOIA4L(SD.NL/ 4AA9OX : 1 S ARY 5'WR AG ITEM A O SVPAMA C PX C'N50 DA, A_i✓2'RRNM+WS CpVCRETE BeIOFB CGUNY © PPa•OSCD B•AGAxSG IC 9IDULOER,Tv➢C B CA-[(GRUSNCO) Sldti BORNE tOCABLN' � 113AC)r BAGrTeL OWNRiY V SMa 1t.n s N30 TRpyl,Wtl gACi TORSOIL• 6•SFFOWG GA55 LA. 3.1417ARY Q11"ACtlRGA i£BAY LAURSE CA-B CRVSWD STAVE•TYPE B OT EROSON CONTMX a_KET(S-.75) ST-sew —'- —�- S OR AWROVCO EWAL '--`- __-JI ml NAM - qO 0.25 CAL/S Y NBIMINOUS MATERAL PRL1R'LLMT(YOU.) __— TRIER MAM EVfAS[NTNr � SAF ARY FaVCE MAO --� rac UMBER GRAIN II _ OECmrc INE — — I� L[RLLWf'tIM —'- siry uNE Jy— Mr L____ --- J I I S7Rr�T LKY-IT `EXISRRGPAI£NFNT SECB!W ��J iD RF PL/LKRZET. Cr.s•d�UMMDUS LgVLRE E SURFACE OOURSE C AYOCO,531 GEDICXAE T �FD rAt fw. BRACKET MOUNRNO LS e N CORNER PHOTO-ELEc7Rlc CONTROL S'r FTWAW.MX•C N3L rTORK/9007 LBBABNOUS CONCRETE LNIDFR COURSE ® ➢RJPa5C0 B'ALLRCCA!E wF 7[P,TYPE 9 CA-6(CRASY/[D) I OF POLE NOI iLA75. / SUPFRPA K,x-19.0 N5C FARSH AND RAM TQ.- E SvEOMG CIAa IA, BRACKET e. � SPREAD Oj 13 LFJKCA/E BASE COURSE CA-6 CRITSIB'D STWF,TTPE B l'J EROSION CONBKL BLANYE i d ,iMWWO COUAL T'dB/M'NWS CONCRFK S CE cOW+Y I EPPA If O. 0.45 GAL./S.Y.B,UNNWS MATERAL PRME CXAT(MN.) OB IBX•C•N30-N/R•ACG A COUR5C'YPE B(LA.'B) OA SPApOL JOG' - _ ._ __ ---J OM/NAL POLE DiA. TYPICAL STREET GROSS SECTION LOCAL ROADS - .. 'raB' aeAMACH' -_— —JO'B-e --� — ;mrrr cASF�"- LUMINAIRES O£NERAL ElECiRIC B uRUry[A _ '3 T1PE nl OR NT.E.S OR LICMPANY NO.M2RR155TN2AN5JF ORl II xo y ao�C TT'E-L' Ov(!mJ -eA- --4 - I ®INTfRSECOCWS APPROVED EIX7AL Rf TN i-f/,I'SIDE Imo' 1 RTES O MCRYASE MOUNT BULL I IN BALLAST. 7HE UMLNAIRES SHIAl1 BE RT7TD NITN GE I I-nMFRrC'AN^.GNLR '1 N0. 9,W'1! C4 lyl,. """ STXEFJ LL•.rr UAftmR ,.) �•YM T'A INSPECTION BY PRIOR CITY POLE E7 0.4BE rU.OR API�WTH COPAL E rcc smsxYx rnxe rtrRRASC © FMNSUS 4v�'oett suaArX Lxvax 10E YO.RKVttlE PRIOR 7G lUNN ON. BRACKE7 TO BE FURNISHED MTN THE POLE Q(e'+NIT pRK RM t'AYRCUrt BMASrJ �VM['APAK,N+ MO Q CC--G—TE GAS A 9UI1rlC i1P£a-6'> Q ,• RFEPA rA¢ 9VPtE CA.dA2 sRa4.rnr e NR IPARONe Fw Of ta'Ae`mTmtt eASf GAMY a-P OMINAP sroK.rAE 6 ©A�,� TX[ A�M F9mt's0.ro, m APMONB FWA! fX a AAC A.VAlit NM RI6rAN ANNLL r¢NENr �. aTN cu is r Nnmvws NAUYU aRMF cnAr MNI �B yFr Kvr At N 4rMN NuArA¢ I'... �- xs•B'IWgUS c ¢wx:[R cYAVS ---- O sv RAAK.a-ism —J r— a'x B' 7Yf1G4L STRWT Q7C58 SECTJQ'V BOL EVARD r0.0' OPAWAGE -tea-, _ 1, Urn1rY EAY , - � � � i � l ol► f � �AN,gys�a� ��'�� MMr'MU.M � II. �FlNfSHCO GRACE D PgG 9rE wMNIN f'RAIXAnmrt N.YttAY Q A-'10 N50 AOLPEV.2 A6m5C! Q COVfIM WAf1F„MB wirtA.TR R-e.r3 v $rArAPA !Y"Ntln "� CRUSHED CA-6 LIME TONE BACKEIL! Qr A•A—AT!ASE eeuRS a-•LRUNrtS srvc.•AC t I I I WATERER&LQVPAC7ED AROUND 7 rz'Ar wneeAS<ceAess -e rnuwAD srosL rmr s a AAPXO sa,N. I �..--� THE BUTT OF THE POLE. M AaPl9 OL'At O .5 fMJA',-,FA•R'm[wM fsO RiJ GYV C4]<r.NRM•nXls NAILbAL AMY"Cmr(BSLJ fY1ONx BrYYe7 BrQ N M• JI •O Am AYweP Eaa AvrNxr-ew Xe.i _ YORKVILLE, ILLINOIS � FsrAer I ____ -- I. BAX BRA..uaMraX Imp sU f— fxf_ ,I C®4fI AN MMN MMBRA 40R•Nr9 xL••AUD OB/MA IaXr4rC Lgyt>aeRr 4 fT3 m A Y A IA e,Nr x N.R R&.•R•I A6mR R NXnAN t - CRYaPV NFIT I .. r�crc' []ROt$_SE'rx�w 'rbuf REIBJTKIN 6.45I�b A,oAaB L. ANNO/A j mo./mL AAD srm Ts 1 cROSav pNRN<A`AWtEr— t I 1JON ABBRE NA PONS- -Iw kN4 HKN wrCR LfKI 'lF9oT.Arm SEE! (s�isJ TRBS+w eaNAea RANrEr sAr[LE9er a wnRL- { aaw RD-xA4`Er :IMgOin`vr tom' BSL BUILDING SETBACK LINE A. sm Anw sFEP O.E. DRAINAGE EASEMENT (rasol EROtnV euxxsr awi roan (LasW 0f09n eLARrn e A. UE PUBLIC UTILITY CASEMENT Hm•Y.AANR irNt- _ POB=PDWT OF BEGWN/NG s _ POC-POINT OF COMMENCEMENT Y(AMM.m RiBrnJ D.d U.E. =DRAINAGE AND UTILITY EASEMENT 'Ol' Nosw a I S.W.E. =SIDE WALK EASEMENT — s rm nAVro rogYOmM�B S.W.M. =STORM WATER MANAGEMENT SE =SCREENING EASEMENT �RR-s--------- ARE9---,MREg :roE T.R.E. = TEMPORARY ROADWAY EASEMENT L£. -LANDSCAPE EASEMENT PRE'_IMINARY P,U.D. PLAN HEARTLAND C,ROSSNG YORKVILLE, ILUNOIS TYPICAL SECTIONS i REMS10N5 DYM BY: TNT:. CATS: PRO.R:CT N0. i. A T-OS-rr-OS JOR 02-27-0H 0507:5-J 2 DSN By TNT: HORIZ SCALE: SHEET NO. CCN NONE CIIN BY: I.- VERT SCALE: B 3 PRI N A United. City of Yorkville County Seat of Kendall County Fs7. tea 800 Game Farm Road II 'c CO Yorkville,Illinois 60560 p I�;GI p Phone:630-553-4350 op v�� Fax:630-553-7575 PC Zia APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Naive: .Wal-Mart Date of Submission: Requesting: 0 Annexation Zoning 0 Planned Unit Development R Special Use: See attached document 1. Name of Petitioner(s): Atwell-Hicks Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Relationship of Petitioner(s) to subject property: Q Owner 0 Developer H Contract Purchaser 2. Name of holder of legal title, if different from#1: Don and Carol Hamman If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 3. a). (i). Street address and physical location of subject property: Northeast corner of US Route 34 and Countryside Road (ii). Zoning of surrounding parcels: North: R-2: One Family Residence District South: Unincorporated on South side of US Route 34 East: B-3: Service Business District West: B-3: Service Business District b). Legal description of property; attach as Exln`bit"A". c). Total Acreage: 34.75 AC +/- Page 1 of 5 United City of Yorkville Amrexation,PUD Zoniug,Special Use Application Revised: M5104 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 02-27-101-001 e). Current Zoning Classification: B-3 and R-2 f). Zoning Classification Requested: B-3 g). Is this property within City limits? X Yes No,requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? NO 8. Do Electors reside on the subject property? No If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Atwell-Hicks, Attn: Chuck Gilmore, 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone: 630-577-0800 Fax: 630-577-0900 Attorney: Name: Kathleen Cunningam - Gardner Carton & Douglas Address: 191 North Wacker Drive, Suite 3700, Chicago, Illinois 60606 Phone Number: 312-569-1219 Fax Number: 312-569-3242 Engineer: Name: Atwell-Hicks, Attn: Chuck Gilmore Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Land planner: Name: Atwell-Hicks, Attn: Chuck Gilmore Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Page 2 of 5 United City of Yorkville Annexation PUD,Zoning Special Use Application Revised: 225/04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) Subscribed and sworn to before me this 3 day of 200 4 OFFICIAL SEAL ANNETTE WILLIAMS NOTARY PUBLIC-STATE OF ILLINOIS /Yid Q Notary Seal MY COMMISSION EXPIRES:12113108 TIIIS APPLICATION MUST RE NOTA.RMED. Page 3 of 5 United City of Yorkville AnnexationXUD Zoning Special Use Application Revised: 2/25/44 ANNEXATION,PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step I: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, lllinois Department of Transportation,Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City_ *Fees: a. Annexation or Annexation and Rezoning - $250 plus $10 per acre for each acre over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use- $250 plus$10 per acre for each acre over 5 acres d. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit- up to I acre= $1,000; over 1 acre but not over 10 =$2,500 over 10 acres, but not over 40 =$5,000 over 40 acres, but not over 100= $10,000 over 100 acres=$20.000 g. Deposit for Outside Consultants -under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(Le. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note. You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2nd and 0 Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer,Budding Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Page 4 of 5 United City of Yorkville Annexation,PUD Zoning Special Use Application Revised: 2/15/04 Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall, The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation) proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes per• A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original(retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. Date: Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation PUD Zoning,specW Use Application Revised: 2/25/04 f UNTIED CITY OF YORKVILLIE 800 Game Farm Road Yorkville,IL 60560 630/5534350 PC# APPLICATION & PETITION Please Check One: X Preliminary Plan Final Plat Development Name: Wal-Mart Super Center#4462-00 Date of Submission: 417/06 1. Name of Petitioner(s): Atwell-Hicks Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 2. a). Street address and physical location of subject property: Northeast corner of US Route 34 and Countryside Road b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 34.75 Ac +/- 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Atwell-Hicks, Attn: Chuck Gilmore, 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone: 630-577-0800 Fax: 630-577-0900 Attorney: Name: Kathleen Cunningham - Gardner Carton Douglas Address: 191 North Wacker Drive, Suite 3700, Chicago, Illinois 60606 Phone Number: 312-569-1219 Fax Number: 312-569-3242 Engineer: Name: Atwell-Hicks, Attn: Chuck Gilmore Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Land Planner: Name: Atwell-Hicks, Attn: Chuck Gilmore Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Page t of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1.127106 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 12 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13"envelope 2. 7 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 7 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you,will be required.to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: �l 1l.3 1D Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) hI Psi€ r �4, ENE f e, Au iz WAc.-MI92T Subscribed and sworn to before me this ` day of , 200 . Notary Seal 9 — THIS APPLICATIONMUST BE NOTARIZED. OFFICIAL SEAL RAECHEL A GRABWI NOTARY PUBLIC-STATE OF ILLINOIS MY COMMISSION EXPIRES:111171W Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 127/06 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers,etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees - 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10= $2,00 over 10 acres, but not over 40= $5,000 over 40 acres, but not over 100 =$10,000 over 100 acres = $20,000 c. Deposit for Outside Consultants- under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres = $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2nd and 0, Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building . Department Official,Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation,Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room.at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies: The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to D puty Cle , Uni ity of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560 t//Jw 9 Date ignature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 "EXHIBIT A" THAT PART OF SECTIONS 27 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST, OF THE THIRD PRINCIPAL MERIDIAN IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND THENCE NORTH 35°30' WEST, 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHERLY ALONG A LINE FORMING AN ANGLE OF 93 023'07"WITH THE CENTER LINE OF U.S.ROUTE NO. 34 (MEASURED FROM THE NORTHEAST TO NORTHWEST) 30.05 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE 34; THENCE SOUTH 49°20'22"WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ROUTE NO. 34,A DISTANCE OF 332.01 FEET; THENCE NORTH 44 005'04"WEST TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF ROUTE NO. 34 PER DOC NO'S 200200008973 AND 2000200007755 ,A DISTANCE OF 30.05 FEET; THENCE SOUTH 55 013'22"WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 2067.56 FEET TO THE PLACE OF BEGINNING; THENCE CONTINUING SOUTH 55°13'22"WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 105.00 FEET; THENCE NORTH 10 013'22"EAST, A DISTANCE OF 35.36 FEET; THENCE NORTH 34 046'38"WEST, A DISTANCE OF 208.88 FEET; THENCE NORTH 79 046'38"WEST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 55 013'22"WEST,A DISTANCE OF 433.59 FEET; THENCE SOUTH 10°13'22"WEST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 34°46'38" WEST, A DISTANCE OF 208.88 FEET; THENCE SOUTH 79°46'38"EAST, A DISTANCE OF 35.36 FEET TO THE AFORESAID NORTHERLY RIGHT OF WAY LINE OF ROUTE NO. 34; THENCE SOUTH 55 013'22"WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 106.00 FEET; THENCE NORTH 10°13'22"EAST, A DISTANCE OF 35.36 FEET; THENCE NORTH 34°46'38"WEST,A DISTANCE OF 208.88 FEET; THENCE NORTH 79 046'38"WEST, A DISTANCE OF 35.36 FEET; THENCE SOUTH 55 013'22"WEST, A DISTANCE OF 369.79 FEET; THENCE SOUTH 46 034'07"WEST, A DISTANCE OF 18.01 FEET; THENCE SOUTH 03 027'21"WEST, A DISTANCE OF 35.08 FEET TO THE NORTHEASTERLY LINE OF COUNTRYSIDE PARKWAY, SAID POINT BEING ON A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG SAID RIGHT OF WAY BEING A CURVE TO THE LEFT AND HAVING A RADIUS OF 1500.00 FEET, AN ARC DISTANCE OF 529.85 FEET; THENCE NORTH 77°12'51"EAST, A DISTANCE OF 36.21 FEET; THENCE NORTH 34 011'00"EAST,A DISTANCE OF 66.91 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT OF THE LAST DESCRIBED COURSE AND HAVING A RADIUS OF 187.00 FEET, AN ARC DISTANCE OF 68.67 FEET; THENCE NORTH 55 013'22"EAST, A DISTANCE OF 13.69 FEET; THENCE NORTH 34046'38"WEST,A DISTANCE OF 518.84 FEET; THENCE NORTH 55°13'22"EAST, A DISTANCE OF 1011.66 FEET; THENCE SOUTH 34°46'38"EAST,A DISTANCE OF 1280.00 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID ROUTE 34 AND THE PLACE OF BEGINNING. CONTAINING 25.67 ACRES OF LAND, MORE OR LESS. 52 Wheeler Road •Sugar drove, IL 60554 TEL.630/466-9350 FAX:630/466-9380 www.00lwob.com Engineering Enterprises, Inc- May 18, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Preliminary Plat of Subdivision & Preliminary Plan Review WalMart Supercenter#4462-00 United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced Preliminary Plat of Subdivision and Preliminary Plan submittal: • Application and Petition for Zoning and Special Use Request (undated) with Variance Request dated April 6, 2006 and subsequent Application and Petition for Preliminary Plan approval dated April 7, 2006. • Correspondence from the Illinois Department of Natural Resources (IDNR) regarding ecological compliance dated March 28, 2006 indicating the termination of consultation. • Preliminary Plat of Subdivision for Yorkville Crossings prepared by Atwell-Hicks dated April 12, 2006 consisting of two sheets. • Preliminary Plan for Walmart Supercenter#4462 prepared by Atwell-Hicks dated April12, 2006 consisting of 16 sheets. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: GAPub1ic\Yorkvi11e\2004\Y00428 WalMart-Countryside-Route 34\locsUwvwrot01.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying 1. No part of the development is located within a Special Flood Hazard Area as identified by FEMA based on the Flood Insurance Rate Map 170341 0020 C dated July 19, 1982. 2. A Wetland Delineation Report should be submitted to the City and a review completed by the City's wetland consultant prior to Preliminary Plan approval. 3. A Traffic Study should be prepared by the development consultants in accordance with the City's Standard Specifications for Improvements and submitted to the City and to I.D.O.T. for review and comment. 4. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 5. A Field Tile Study should be prepared and submitted for review. 6. A Soils Report should be prepared and submitted for review. 7. A Plat of Survey should be provided, or the Preliminary Plat should be revised to comply with the Illinois Land Survey Standards for a Boundary Survey with a certificate signed by a Professional Land Surveyor. 8. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered - threatened species or natural areas. b. (IHPA) Division of Preservation Services regarding Historic and Archaeological Resources. c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. g. Illinois Department of Transportation regarding access points to US Route 34. GAPubfiic\Yorkv1He\2004\YO0428 wamart-Countryside-Route 34WocsUwywrot01.doc We recommend that items a, b and g be received prior to Preliminary Plan approval. Items c, d, a and f will be required prior to the start of construction activities. 9. In order to properly address a Stormwater Management Plan, the Owner should remit to the United City of Yorkville the required fee to enable the necessary study to commence. 10.In compliance with NDPES requirements, a Stormwater Pollution Prevention Plan should be added to the Final Engineering Plan set. PRELIMINARY PLAN Site Plan— North (Sheet SP-04) 11. The following information should be added to the Site Data table: • Zoning of the site • Square footage and percent of site coverage by the building • Square footage and percent of site coverage with pavement • Number of required regular parking spaces • Number of provided regular parking spaces • Number of required H.C. parking spaces • Number of provided H.C. parking spaces 12. The parking stall dimensions should comply with the following minimum criteria: • 45 degrees: 9'x17' • 60 degrees: 9'x19' • 90 degrees: 8.5'x18.5' Please revise the site data table to include the appropriate information. 13. The proposed sidewalk in the island located to the west of the southwest comer of the proposed building should line up with the proposed sidewalk along the north side of the entrance off of Countryside Parkway. 14. The minimum street radius at the entrances along Countryside Parkway should be 50 ft to the back of curb. 15. One landscaped island with a minimum area of 190 square feet and 10 ft width should be provide for every 20 parking spaces. The cart corrals will be considered as possible future parking spaces and should be included when determining the placement of islands. 16. If truck ingress or egress is to be allowed at the east entrance of Crimson Lane the area located to the east of the heavy duty concrete pavement up to the east entrance onto Crimson Lane should be revised to Heavy Duty GAPublic\Yorkvi11e\2004\Y00428 WalMart-Countryside-Route 34\docs\1wywrot01.doc Asphalt pavement. Similarly, the 25' radius should be revised to 50' to allow for the trucks turning in at that location. 17. Revise the Standard Duty Asphalt Pavement detail to 10 inches of Aggregate Base Course. Also, revise the surface course to be Superpave, Mix C, N50 and the binder course to be Superpave, IL-19.0, N50. 18. Revise the Heavy Duty Asphalt Pavement detail to 12 inches of Aggregate Base Course. Also, revise the surface course to be Superpave, Mix C, N50 and the binder course to be Superpave, IL-19.0, N50. Site Plan—South (Sheet SP-05) 19. Any items that are required by [DOT following their plan review should be addressed for the US Rt. 34 proposed improvements. These should include (but are not limited to) the following: a. The IDOT Standard Entrance Detail should be used for the two access points. b. Turn Lane Details (required storage, taper length, etc). c. Proposed striping for the US RT. 34 Improvements. Grading Plan—North (Sheet SP-06) 20.The proposed location for the existing drainage ditch to be relocated should be shown on the plans. 21.The proposed grading along Crimson Lane should be shown on the plans. Additional storm structures may be needed at the entrances to contain the site runoff onsite. The entire intersection at Crimson Lane and Countryside Parkway should be shown on the plans as well. Curb radii should be shown as 50 foot (minimum). 22.The proposed spot elevation of 642.25 at the central two-way entrance on Countryside Parkway should be revised since it would result in a slope between 6-7% at the entrance. Also, storm structures should be added since ponding will occur with the proposed grading. 23. The 100-yr event overland flow route needs to be labeled in the areas to the west and north of the building. 24. The proposed spot elevation labeling should be consistent. The labeling of the areas along the curbline are shown as three different ways (T/P, GU and PR-SPOT). 25. The minimum slope along the curb flow line should be 0.5%. Several areas have proposed slopes of between 0.4-0.5%. GAPub11c\Yo*W11e\2004\Y00428 Waiman-Countryside-Route 34\docsUwywrot01.doc Grading Plan—South (Sheet SP-07) 26. The proposed grading along US Rt. 34 should be in accordance with MOT requirements. 27.There appears to be a drafting error of the 641 contour at the Countryside Parkway entrance. 28.The proposed spot elevation of 640.15 at the Countryside Parkway entrance should be revised. it would involve lowering the pavement approximately 1.9 ft at that location and result in an entrance slope of 9-10%. 29.The proposed spot elevation labeling should be consistent. The labeling of the areas along the curb line are shown as three different ways (T/P, GU and PR-SPOT). Storm Sewer Plans (Sheets SP-08 and SP-09) 30. A comprehensive storm sewer design report detailing tributary areas for each inlet, storm sewer sizing calculations and overland flood routes with cross- sections for all runoff events in excess of the design storm, should be provided with the final engineering plans. 31. Structures should be added in several instances where the downspoutrntemal drain line pipes intersect adjacent to the building. Utility Plans (Sheets SP-10 and SP-11) 32. Valves should be placed in accordance with City requirements. Detailed review of valve locations will be accomplished at Final Engineering. 33. The final water main sizing will be determined at Final Engineering after we have input the proposed layout into the City's model and performed a pressure and fire flow analysis. 34. Valves should be provided at all future connection locations to avoid taking any customers out of service when connections are made. 35. Consider combining the storm sewer and utility plans. It helps to avoid conflicts between utilities such as the valve vault that has been proposed over the 36"sewer between structures STM 15 and 16. GAPub1ic\Yorkvi11e\2004\YO0428 walMart-Countryside-Route 34\docsVwywrot01.doc 36. Any items that are required by the Yorkville-Bristol Sanitary District following their plan review should be addressed. These should include (but are not limited to) the following: a. A sanitary manhole or cleanout should be added approximately 25 ft to the east of the building where the 6" service changes direction. b. For future maintenance purposes of the outlots, consider revising the sanitary service stub locations to connect to a manhole in lieu of connecting directly to the main. Site Lighting/Photometric Plans (Sheets SP-14 and SP-15) 37. The City recommends that the average foot-candle intensity should be 2.0- 2.5 foot-candles and the proposed plans show an average of 1.8 foot- candles. 38. The City recommends that the lighting intensity at the property line shall be zero foot-candles and the proposed conditions show greater than zero intensity values at the entrances and along the east property line. Details (Sheet SP-16) 39. The appropriate details from the following jurisdictional agencies will be required in the final engineering plan details: • I DOT • United City of Yorkville • Yorkville- Bristol Sanitary District PRELIMINARY STORMWATER COMMENTS 40.It is our understanding that the applicant's agreement with the owner of the property indicates that the detention volume required for the development will be provided by the owner on adjacent property. Prior to approval of the development, supporting calculations should be provided to demonstrate that the stormwater storage and conveyance system requirements of the ordinance have been met. These include, but are not limited to: a. The volume of stormwater storage required to meet the maximum allowable release rate requirement should be calculated. b. The volume of depressional storage on the site should be quantified. c. Sizing calculations should be provided for major and minor stormwater conveyance systems — storm sewer, overland flow paths, conveyance channels, etc. 41.Adequate conveyance should be provided to route off-site flows through the development. The plans indicate some channel relocation to be performed GAPub11c\Yorkvi11e\2004\Y00428 waiMart-Countryside-Route 34\docs%vywrot01.doc by others; plans for such relocation should be provided by the applicant or others. 42.In general, the site layout appears to provide for adequate stormwater conveyance; however this can not be verified until supporting calculations have been submitted. PRELIMINARY PLAT OF SUBDIVISION 43.Text size should be a minimum size of 8 point. There are numerous occurrences of text not being legible. 44.Adjacent properties should have the owners names, Property Index Numbers and current zoning added to the plat. 45.Topographic survey contours should be added for the westerly portion of the property to be consistent with easterly portion. 46.Portions of this subdivision have lot numbers and line types inferring inclusion graphically but these same portions are clearly excepted in the legal description. The legal description and graphical portion of this plat need to represent the same property to be subdivided, reconciliation is necessary. Those parts which are not included should be labeled, "EXCEPTION" and line types should vary to further help differentiate these areas. 47.Changes in Line types, line weights, text heights and pen sizes all related to AutoCad drawing are needed to help make this plat easier to read and more informative, i.e. easements lines dashed, subdivision boundary heaviest line weight, internal lot lines lighter than subdivision boundary etc. Consistency of line types should be reviewed and edits made. 48.Occurrences of text overlapping line work and text overlapping text should be corrected. 49.All lots should have complete perimeter dimensioning, including point of curvature and point of tangency to property comers distances. 50.All lots should have an area calculated (sq. ft. / acres) and be noted on the plat. 51.The section and quarter lines underlying the subdivision should be shown on the plat. 52.A typical lot detail, showing building setback and easements should be added to the plat. Setbacks and easements can be shown on the individual lots as an alternative. 53.The current zoning and proposed zoning of each lot should be listed. GAPublic\Yorkvi11e\2004\Y00428 waiMart-Countryside-Route 34\docs\1wywrot01.doc 54.Right of way widths, recorded document number and recording date should be shown for the right of ways within and adjacent to this subdivision. The wording "HEREBY DEDICATED" or "HERETOFORE DEDICATED" should be placed where appropriate. 55.Proposed special use lots should be labeled on the plat, i.e. Stormwater Management Easements, etc. 56.The match line is positioned differently on each sheet and needs to be corrected. 57.Deed lines and subdivision lot lines adjacent to Yorkville Crossing should be added to the plat. 58.The addition of the West property line dimensions of Lots 13 and 15 do not total the East property line dimension of Lot 12. The dimensions should be reconciled. 59.The dashed line through the middle of Lots 9 through 13 and Lot 7 should be labeled on sheet 1. The same line needs to be shown and labeled on sheet 2. 60.The 20' wide Detention Easement along the- line common to Lots 9, 11 and 22 should be labeled drainage and utility easement. 61.A concise legal description should be written to describe the boundary of this subdivision, preferably not using exceptions. The legal description should terminate with, "IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. 62.Text should be added to state, "THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO U.S. ROUTE 34 FROM ANY LOT OF THIS SUBDIVISION EXCEPT BY THE GRANTED ACCESS EASEMENTS, COUNTRYSIDE PARKWAY OR MCHUGH ROAD. 63.Text has been truncated around the perimeter of the graphical portion of the plat, specifically, Line A text near the southeast comer and text along the westerly line of this subdivision. 64.There is a line running through the middle of Lot 6 which needs to be labeled or removed. 65.There are contour lines which need to be reviewed for their accuracy, examples lie within Lots 5, 6 and 10. 66.Geometry needs to be reviewed and edited at the North end of McHugh Road and the subdivision line. G:\Pub11c\Yorkvi11e\2004\Y00428 WalMart-Countryside-Route 34\docs\1wywrot01.doc 67.Easement provisions approved by the United City of Yorkville are, Public Utility and Drainage, Landscape Buffer, Stormwater Management and Pedestrian and Bike Trail. The easements on this plat should be labeled using this language. 68.The line approximately 30' North of the South line of Lots 18 through 29 should be labeled (new right of way line?). 69.A Professional Land Surveyor signature line should be added to the plat and signed. 70.Line work depicting pavement in the right of ways for Countryside Parkway and U.S. Route No. 34 should be shown in its entirety. Optionally, these improvements could be shown on the preliminary engineering and not shown hereon. 71.Sanitary sewer, storm sewer and watermain shown on the preliminary engineering, when not servicing an individual lot, should be placed in a Village Utility Easement. Review the engineering and place said easements where needed. Our review will continue as the above comments are addressed by the developer and the design engineer. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. L,-- e4., .- William E. Dunn, P.E. Senior Project Manager rr�kG. er, P.L.S. anager pc: Bart Olson, Assistant City Administrator Lynsey Johnson, Administrative Assistant Travis Miller, Community Development Director Chuck Gilmore, Atwell-Hicks JWF/JTW, EEI GAPub11c\Yorkvi11e\2004\Y00428 walMart-Countryside-Route 34\docsVwywrot01.doc ip 8 United City of Yorkville Memo 800 Game Farm Road esr 1W6 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: May 17, 2006 To: Lynsey Johnson From: Travis Miller Subject: Wal-Mart-Plan Council Comments Upon review of the Preliminary Plan prepared by Atwell-Hicks April 12, 2006, I have prepared the following comments: General Comments/Recommendations 1. Recommend providing sidewalk in the following locations: a. Connecting the main store entrance to the sidewalk along the eastern service road. This connection should cross the drive-thru lane at the stop bar and continue through the landscape island to the east and cross the parking lot entrance to connect to the proposed sidewalk along the east parking lot perimeter; 2. Recommend providing a sidewalk along the north edge of the frontage lots; Preliminary Landscape Plan 1. Recommend providing the required parkway trees along Route 34 as part of this subdivision plat(1 per 50 lineal feet); 2. The quantities of plant material meet or exceed the Landscape Ordinance requirements for buffers,perimeter and lot landscaping; 3. The interior parking lot tree plantings are deficient by 12 shade trees. Recommend planting trees within all of the seven(7)vacant islands to address this deficiency; 4. The proposed Ginkgo biloba along the west side of the eastern service drive are spaced as close as 15' in some places. Recommend spacing this species a minimum of twenty feet(20')on center. United City of Yorkville J� ,R ;. �.�► County Seat of Kendall County 800 Game Farm Road MT. VW Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us May 16, 2006 TO: Travis Miller FROM: Anna B. Kurtzman,AICP SUBJECT: Walmart Preliminary Plan/Plat The City is in receipt of a preliminary plat(dated 4/12/06)to divide land around the intersection of Route 34& Countryside. The Department of Building Safety has the following comments related to this plat: 1. Staff has identified three lots where building permits could not be issued; Lots 6, 15 & 16. This determination was made due to a lack of direct access to a public street. (The front of a lot is that property line that abuts a right-of-way. In the case of a corner lot,the narrowest of the two frontages is considered to be the front.) 2. Building setback lines need to be provided on all proposed lots. 3. Some lots are split in terms of zoning(some lots have B-3 in one area and R-2 in others). Staff foresees problems with establishing setbacks with this configuration. As such,staff recommends that the either the zoning be adjusted to conform with the proposed lot lines or the proposed lot lines conform to the present zoning designations. 4. While the split zoning designation is reflected on Sheet 1 it is missing from Sheet 2. Please have all zoning designation clearly marked on all sheets. 5_ The zoning designation for all surrounding properties needs to be provided. 6. The engineering plans for the Walmart site(proposed Lot 9)shows a drive aisle along the northern property lines of Lots 18-21,giving the impression that access from these lots will be provided along this drive aisle. This driveway also extends onto lot 11. If access between these lots is contemplated then the plat should reflect proposed' cross access easements. 7. Dimensions for all lot lines are needed. T.Miller Walmart Plat May 16,2006 Page 2 of 2 8. There are a couple of lines on Sheet 2 between Lots 5 and 6 that has staff confused as to what these lines are representing. Please have the applicant clarify. 9. Will Crimson Lane be a public street or private driveway? Clarification regarding the status of this road should be made on the plat. Staff is assuming that this road will be public. If it will be private than there are some additional lots where staff will have difficulty determining setbacks as no front can be established. Preliminary engineering plans for the Walmart site was also submitted(dated April 12,2006). Department of Building Safety Staff has the following comments: I. Dimension for all property lines are needed. 2. Total gross floor area for all area under roof is needed. 3. The site plan shows an area for outdoor storage. The applicant needs to be aware that this area is not being approved for future outdoor storage. Details for temporary outdoor storage will need to be provided to the Department of Building Safety each time outdoor storage is contemplated(i.e.,each spring for planting/landscaping materials,and winter for holiday decorations). 4 Dimensions between the building and property lines are needed. 5. Building setback lines should be reflected on the plans. (Note: Lot 9 is both a through lot and a corner lot. 50 foot building setbacks will need to be reflected on all lot lines abutting a street.) 6. Variances for parking and signage are pending. Additional comments regarding these aspects might be required depending upon the outcome of these requests. /abk C. 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[ASV,110.00 F6i 1NpNCC SOI;M 1 ALA.5AN NMT-�Y WO!i-.-MY JRE MORTAL M SCGRty 56 Y0Uh5 OO F"0. W 2OE45'1 WNULS•J 9FCON05 FAST.12.6 nQLE AN, N DCObfS 5 SEC .6{ f S 21 SFC<WS EAST,3..0 11 F-T R/ANLEL..TES .MT XPt'H9ESIECY 5 NEST A DISTANCE TI ATZ.Ai FEET ro M Rdnr.91'IRMHG N M SAN OA1ERJrE INCA.-A4]EO E S OS UA.ulCS OA YCON05 EAST }p0. 0T'.YONNrr 9N51C-IO4b1P,n[VOAL CMNtt,uLOIS FEET ro SAD x011 P11 Of MY UIE:MEWOE-1 SBE>EEMW.AL>Bx N31G 6 1 L iN.v EO$1iT,0 J6 N.30 FEEJT A u0 San NOR O�1 B.NY 5 M N 5 U MM COIN z ACRES 0.x19 AdOOB LE$ - STm., MS IR1 M r n o-N yEE �p ME LMMT. ROEASNG R N S AND MG LL AT O NY 0 W WYS C81 WNN_.M MOIwS'FAD E1aloTwl LANG Cl'M STATE, N 6 1' +100 FEai TOC DHOWS T I M CCPYPrNT C 206 AIWELL-rNCISS ! rvAE wWT1[NC COMSCxTO "Z 4TIWT ME 9EEI!T2 OF m :16 i LEGEND BOUNDARY CURB AND PROPOSED CURB AND cu TTER - -__- -SRNG } PROPOSED sKN -.-- --eEm __PROPOSED-OR SM ROW PROPOSED PROPOSED CART CARI POLE SOR D7R 3 C CORRAL / �-� �- / - 7` " AR. FwETUrL vAIErMNE BrwAa Q FxIS1MC 1RAFHC SIP:AL / / FAMMDn PROPp5E0(nI'WIDE AIEA,WE"..MwMa L / 1 STInPES yvxmI 10'D.0 RANB PROPOSED NGVr Wtt p / / --- _" - EN N. 65'R; 1Jd L 0 fd/i�.RED 30'PARKNO SET' 1� 65'R CONOWIE a 80 PROPOSED TRAFnC SIGNAL _ P PAVFIIDIi (5?I[� P1A16 ,q4 DOOflS N1(i06® Y SEE DETAE 0115 SHEET 75R p ay • HEAVY WTY CONCREIF 6 „\ T Tw) 8 c (IWF T '. •' PfY1CN LTTP.) 1 V R 16 °°Y1 OA 1f FdMA� R SoR ,I ¢all IEAYT WIY ASPHALT 1W. H r __- • ..A "I (SEE DETNL BELOPO 4f �`- PRoPDSFD le'-0'x 3t.5'rt 1I( WD .. 36'-81 C4HD.RE7E PAD �• 'I P1 a TR NO 31 TRASH OOWRAETOR �v STANDARD DUTY ASPHALT 31.5'R _ E%PPESS __ _ REF:MPIMEP PUN° (SEE OCTAL BELOW) L-Ni m a PROPOSE➢TLC. U I o DIRLCBONA s"RwNC ...MR SITE DATA FR GROSS BONDING AREA: 203,010 W. i 1 PROPOsEo 16'-or E L� x'-e•CWPETE PAI7I r PMHINO STALL BE(NI°E4 T�ff1mE0 IIi FlE WARM MEPPPLA N - T1P1cAL aMEN510M5: WDIw: e.5 9.3' R6:ARM/MEP PLANS DEPTH: 1P.O• 1°.D• aIIAr 1 TWO WAY AISLES: 2D.)• \ - CLOT to 'I WAL*MART C=Cy TWO WAY ISLES: • 25.Y 171 AC. ;I O PER THE YORKVIUX ZONING ORDNANCE(1000) STORAGE AREA C-1BS-SGT-OL _ WNl e CENTER F_NTRY,GARDEN LEFT,TLE LEFT CROSS S.F. THERE ARE xo ASLF MoTN REPlI1BMFMi \. (EXCLUDING TLE k GARDEN CENTER)= TER)- A. GROSS SF(INCLUDING TLE BUT NOT GARDEN CENTER)-203.819 W T€GUTED 1'RIBOEII '; g/yfit GROCERY FRONT CANOPY S.F.(NOT INCLUDED IN GROSS SQUARE FOOTAGE)=1,706 5 BURDINc NVINT. zs'MAx1YUM 3o't BIB.BC 1 t GM FRONT CANOPY S.F.(NOT INCLUDED IN CROSS SQUARE FOOTAGE)-1,148 BWLDINo COVERAGE 5OX YADYUY 19I PRDP�7 l f PNIXING RATIO. 3.3 SP/1.000 S.F. 5.07 6P/1,000 S.f. \ ;(A� 2171[AT ATL iN0 1 P� ( .)i PARKING wI7H NEL 5.N 1034 SPACES 5.07 SPACES/1.000 S.F. lLw I I W N O LOT DATA GROSS AREA NET AREA \. SE RHO A PIMYA7r mm WAL-MART(LOT 9) 25.16 ACRES 25.06 ACRES \\\� II �ry �I OUTLOT 1(LOT 17) 3.74 ACRES 3.74 ACRES �� PRaPOam 1•WDE AT r _ O.C.OAOONAL PAVDENT O OUTLOT 2(LOT 18) 1.63 ACRES 1.48 ACRES wssTev _ caosv�c(Tm.) p OUTL i OT 3(LOT 1B) 1.11 ACRES 0.99 ACRES x n OUTLOT 4(LOT 20) 1.80 ACRES 1.61 ACRES N77T2'51•E s (ms,17"'"" 4.L' 4f lo•e f v~, OT21) 1.31 ACRES _ - L- a"o� S;f ---m v A-AREA TL0T5(L S TOTAL 3475 ACRES 34.05 ACRES « 3 /f - _ g g " o PROP05FD N WOSp NAwxw n z Y U SITE PLAN NOTES ,r WON(TYP.) ,�.•." : ., PNBM6 SR]4TW.) 1. ALL WORK AND MATERIALS SHALL COMPLY KITH Al.QTY/OOLNTY .\ b•R 137 -Jr 15' KWLATONS AND OOOES AND-A.STANDARDS. 2. CGNTRACTM SHALL REFER TO THE WMITLCTURAL PLANS FOR EXACT. Lp \\ T( •P ' I �\ \ ,1.SR N.SR d LOCA110N5 AND DIMENSIONS Q VESTIBULES SLOPE RANNO. 1 jy _ OMFNSIO:S AND EEMTESULEINNGG Vl TTV ENIRAN(E to MIRD -. \ S.'g, PROPOSED 4f Z 0 P P SIM Q 3 AU-017LIP6ED AREAS ARE TO RECEVE FOUR LAMES OF TOPSOIL, \ A+ GZ = EST.MIXON AND WATER UN R�A HEALTH STAND OF MISS 5 AREA W A ISLANDS N1H dR8 A GUTTED 41ALL BE AND-U)."NOSE \ e�Y-, B P""OPq 6 \ 1D O_ _ ISLANDS ARE TO NAVE 17 CURB B GUTTER.ALL REMAINING ��'. AO WTBER -.. �\ �� I ISADS ARE TO BE sTRIPCD AS 9DFM. ( ) Cr Q QZ 5. N_EURI ED RAPI ARE TO BE 10'UNLEsS O'MERNY NOTED ~ R'R Z J STRIPlD RADA ARE W BE 5'. "o� W Z a B AL DMCMS1MS AND RADII ARE TO THE:ACE OF EARS UML1-SS V \ 'I 0, OTHERWISE NOTED. •'+p 7. CIA ENGRgpeNC CONSULTANT S NTSPONSN F FOR DBTAMNG APPROVAL "� REM THE POWER AND TELEPwONE GOIPAMES FOR THE LO YM AND NEIOIIT OF THE P11 ON SICK EARLY N THE OEHCRI RNA%. ` TYP. \ 3 O B EDSING s�RUC"�RES MT"N CON•'tR TIM LINTS ARE TD BE -33, ' 930 ST .) \ M-Eo.REMOVED OR NLUXCII ED AS NECESSARY.ALL COST SHA BE INCUAOE�N BASE DD. 1 y `N R .) r». AE \ O CaITRACTOR Al BE RCSPWS GU`FOR ALL REL T-m C_IN BI.'T NOT UNITED TD.AL UTILITIES,STERN!MANAGIE, 6 FlLL SIGM1%TRArM SIGNALS A POLES.ETC AS REPINED. ALL XC1B( - It T'P. u 4DO534SP-03-L SHALL N N A=MDAVFE-GOVERNNNC MTMCNRCS SPEafIU 11P15 AE SNNL BF NNRIOVEC BY 511LN.All GCS! f SHALL B[NCLUDE9 N BASE BC. 1 237 25.7 '20.7 10.0'1 xi X00 t 1 xi7 20.0' ]0.0' '1 xi. 20.7 ' ilt7 330', 0210' 10. SIT BaBDMY.iT1POCRNNIY,U71LITY AND ROAD INFORMATION TAKEN FROM -, 0' _- 0' -v 7 • I - A SUTVEY BY A LAND SURVEYOR. e 1� --_- 1. T.I.LAND MEA IS x.76 ACRES ZflsA eb7t 11.5R 11.58 - !2. THE 4TE JM FOR T E W--MART STANDARD 10'R 4•e MEET OR GCEID WA--MART STANDARD 511E WPIx 1 TYP 1W x.5'R ------ SPECWICADONY. 7-LL 23. S7i u PW EN says s 'BE OOMSTRUCTED BY OTNLws. 1 Z 4} 4 4 f 4 f 4 f 4 } f f 44 _ -- .. REFER-D ARYL PLANS FOR SITE UPITNG AND ELECTRICAL PLANS 3 WORKING DAYS MATCHLINE A SEE SHEET SP-05 1 , wauxu' M?'SWF aYT.N- S,~. RRWIN+L Frt!"gS NFxAN ( NW!R:Q .... --+i vCNs BEFORE You ac T " RF CALL JULIE SiS30 I 57970 N7e7e�e1E tI DAE 4/,2/06 1-8DO-892-0123 x e7 tear � _ rN 11Q LDGTM 6 U OFACRPM FACLTFs B THE LOCATIONS W EN o INN MMO ND UTLT6 ME sr� R IN 0M1:N O MATE W ONLY AND MAW NOT BEE)! iy N'DEPELNTA V VEDFED N III NNEA OR ITS FAWRwrt MW b REINIESENTATVE THE CONTRACIPI sIAI W'IWE ,HI lY - Fx,1r.T I oI:ARW a nLL ExISIBIC unuTIES eEFDIE yy wENCT'G WORN,AND AGREES 10 BE WIC Y 4 R�SPONASLE FOR MY AND ALL DAMAGES 1 MCAT BE 12- iZ' -A-BY THE ODNIPACYOR'S FNWRE TO EXACTLY LONG.CURB C011C.WRB, O.ITE MC FRESERNE MY AND ALL U1DEA(RaJNO I I1 f.5. SCAIF. I J_J6O NOTICE: ca.rsTR1111 11 SAFETY 15 THE-1 aESPONVB�uTr of WAWD W4O1A[ ca. CDJ a. PRB j IRE�*_o II.TO ASSUME E .1 S 'IE L"'PO R HEAVY DUTY STANDARD DUTY HEAVY DUTY P.Y. T.PNONK S "'L c wl ExPLGHO TO ER TINE MY PESPCNImLN Fal sAFE"r a THE WORK,a PERSws 1N:APD N IN WuRx, CONCRETE PAVING ASPHALT PAVING ASPHALT PAVING 81 -- O-ARY xEWBY STRUCTURES OR OF ANY 0110 PERSONS COPYRIGHT ©2006 A. L HICKS j. 400534 NO REPRODUCTION SHALL BE MADE WITHOUT THL �'�"D' PRIOR WRITTEN CONSENT OF ATWELL-WICKS NOT FOR CONSTRUCTION SP-oa 1350-3s-4 A•R�, IYiOPOSER AND W IIa+ cTYP., g -15 1YP. b z era 1 3.w �V1 Vri0' '23.0' d30A d •2D.0'I 30.4, ,md 2L0'1 .d 30.41. l.' 0 lad 10. rid drill )' PiOO 2e.5'R IdR a.s N.x n.x IN °Ay I �° 3 IN I 2S M � b.37t l MATCHLINEA SEE SHEET SP-04 `I 'l i;4` Irllae�H IIIIIIIIIIIII. am try rye ...+ 1 Eleraex wr+we PI�IN., rx _ _ SSTt _ _ •r 31.32' 1 S7YV6 26.!fE N7G•43.38'w �I ` 23.87' ID i I I W4'46'.WE 1 t N3P4f36'Wt 252.38' ` 261.38' oNm (LS r le) II I a jIi--N34Y6'36'1Y —S.yD:s WILOT Wnr z y .I� G o(LOT 20) M e AF w 0_ . Ac. 261.36' } } I PIKN>O6ED Pn N sm REP: PLANS FOR o . I t i I PROPOSE nW" � a"R°'ccTl�w. z o cI ----------------- _?�1419L43E]@�GA.R_FN'__\�_. ____ --------------.-------._ _____12 (n K Q Et ko.w. ^ m o H 62A 22 1N. t m' 1!000• 150.00' C O Y _ 8 5 ROUTE #34 �..6AP— TYP._ - a .o saw � $ tt1 LV 0.2 p ' 150.00' 150.00' T V CA U Z 51n^2' !111}��1�� >�..•,.«. '..:,... GQ f �•, F O J 4 sway' � w W UUII a n N LEGEND ——— 6WNDANr LR+E 3 —_- — E>RSr WP6 AND cLrRA -_ PROPasEn Gy+e•w W1TEa � I^ msnNC sa } "PRSMoSOE TT POLE MAD DO534SP-03-L �_�1 PIIIYfA41J NcPT PD,[ PROPOSED WT COPRA E SnNC TI,—ExnLL r® PROOOSEO mASTE sww -- �� HEAVr Wrr 41YICREIE _ NCAVY WIT ASPHALT 3 WORKING DAYS REV�a+S BEFORE YOU DIG S AHDAPD WTI Ar HAi DA 4/12/06 CALL JULIE 1-800-892-0123 1 FOA 11E LDMI,q a 8 WO i:K,ND rAGU11E5 THE LocAnws a EASTND UMOERDRWND un 1-5 ARF SIWW IN APPRRwM MAY ONLY AND IIAVC NOi REEK i INDG'ENDENRY VERNND Il RE ONNLR OR 1'S P REPRESEHIARVE. TN rRA11GH SNAL DE1ER INE THE i UACT LOa;�DN a—Ew—Un nES e1r0 cwHCNC 10 r I,AID A66EES TO of n l _ - RESPON—E FDR My AND ALL DAMAQS MHICh MIGHT W OCCASOHM 6+T.E CDNIRACIOR'S fMLURE V EXACTLY I.A.AND PR-1- Nr AW ALL UNDEAG — UTLITES SCAIE 0 30 80 NOTICE: 1' = 60 FEET LYNSTR,—STE SAr 6 ME SOLE R�PW96LIlY W - CDJ W. PRB r11E y .A^-`.^^A�.�..A[M NEi T11ER M ON1tR NO4 I-E EN IM SHALL(E EO,ECTED TO ASSJME INY RESPMS NLITY FOR RIA. T.PAl3NK SAFETI N RE MTXM,G PERS 1 0 ANY D IN 1NE NTy1K. Di AHY NEAPBY S1RUCIUNE;OR CF ANY OTHER PERSW'S. -- .IOB 400534 NO REPRODUCTION CT 2006 ATW BE HICKS FILL ND. NO REP FdTTENIC SMALL F MADE WTMWT THE PRIOR WRITTEN CONSENT OF ATMfLL-HICKS NOT FOR CONSTRUCTION SP-05 1350-36-5 Illinois Department of Natural Resources Rod R. Blagojevich,Governor ,;z One Natural Resources Way-Springfield, Illinois 62702-1271 Sam Flood,Acting Director e�Y, http://dnr.state.il.us March 28,2006 Scott Waldenmyer Atwell-Hicks,Inc. -Naperville Naperville,IL 60563 Re: Proposed Retail Store Project Number: 0604280 Dear Applicant: This letter is in reference to the project you recently submitted through the EcoCAT (Ecological Compliance Assessment Tool)website. The initial report generated for your project indicated the presence of protected resources in the vicinity of the project location. Further review by IDNR staff concludes that adverse impacts to the protected resources are unlikely. Consultation is terminated. Termination does not imply the Department's authorization or endorsement. Consultation may be re-opened if information or potential impacts,not previously considered are brought to our attention. Consultation is valid for no more than two years; if the project has not been implemented by then, a new consultation is necessary. The Natural Heritage Database cannot provide a conclusive statement on the presence, absence, or condition of significant natural features in any specific location. Consultation cannot replace detailed site surveys. If a protected resource is encountered during implementation of the project, compliance with applicable statutes and regulations is required. If you have questions regarding this project review,please contact: Rick Pietruszka Division of Ecosystems and Environment 217-785-5500 Printed on recycled and recyclable paper ILLINOIS Eco CAT EVA DEPARTMENT O Ecological Compliance Assessment Tool NATURAL EcoCAT Results Report IDNR Project Number:o60428o Applicant Name:Atwell-Hicks,Inc.-Naperville Date Submitted:3/28/20o6 Contact Name: Scott Waldenmyer Applicant Address: 1245 East Diehl Road,Suite ioo Project Information Naperville,IL 60563 Project Name:Proposed Retail Store Jurisdiction: City of Yorkville IDNR Project Number:o604280 Date:3/28/2oo6 County: Kendall Township,Range,Section: 37N,7E,27 37N,7E,28 K K, ..4salr R .L �y I 7 1• Location Accuracy The project location is assumed to be accurate for the purpose of this environmental review based on what is submitted by the applicant.The applicant who submits the information is solely responsible for the location submitted and thus the accuracy of this report content. Review Results Consultation Review Process(Part 1075) The Illinois Natural Heritage Database indicates the presence of protected resources in the vicinity of the nmiect location submitted. Protected Resources in Proiect Vcmity: Fox River MAI Site Yorkville Forested Seep And Fen INAI Site American Brookline(Veronica americana) Greater Redhorse(Moxostoma valenciennesi) River Redhorse(Moxostoma carinatum) Neat Step IDNR will evaluate this report and notify you within 3o days whether additional information about the nmiect will be needed. Page 1 of 2 ti EcoCAT Results Report IDNR Project Number:0604280 Date submitted:3/28/2006 Disclaimer The Illinois Natural Heritage Database at the Illinois Department of Natural Resources(IDNR)cannot provide a conclusive statement on the presence,absence,or condition of significant natural features in any part of Illinois.This report summarizes only the information existing in the Illinois Natural Heritage Database regarding natural features or locations in question known to IDNR at the time of this inquiry.This report should not be regarded as a final statement on the site being considered,nor should it be a substitute for field surveys required for environmental assessments.This response cannot replace detailed site surveys. Furthermore,should a protected resource be encountered during the project's implementation,compliance with applicable statutes and regulation is required regardless of the results of this review. Terms of Use By using this website,you acknowledge that you have read and agree to these terms.These terms may be revised by IDNR as necessary.If you continue to use the EcoCAT application after we post changes to these terms,it will mean that you accept such changes.If at any time you do not accept the Terns of Use,you may not continue to use the website. 1. The IDNR EcoCAT website was developed and intended for the purpose of screening projects for potential adverse impacts to protected resources under the Endangered Species Consultation Process(Illinois Administrative Code Title 17 Part 1075)and for responding to general requests for information.By indicating your agreement to the Terms of Use for this application,you warrant that you will not use this web site for any other purpose. 2. Unauthorized attempts to upload,download,or change inform ation on this website are strictly prohibited and may be punishable under the Computer Fraud and Abuse Act of 1986 and/or the National Information Infrastructure Protection Act g. IDNR reserves the right at any time without notice to enhance,modify,alter,or suspend the website and to terminate or restrict your access to the website. 4. This review is based only on the project polygon that was submitted.The review must be repeated if the project boundary changes.If additional information on protected resources becomes available,this review may be reconsidered by IDNR Security The IDNR EcoCAT application operates on a state of Illinois computer system.We may use software to monitor traffic and to identify unauthorized attempts to upload,download,or change information,to cause harm or otherwise to damage this site. Unauthorized attempts to upload,download,or change information on this server is strictly prohibited by law.Unauthorized use, tampering with or modification of this system,including supporting hardware or software,may subject the violator to criminal and civil penalties.In the event of unauthorized intrusion,all relevant information regarding possible violation of law may be provided to law enforcement officials. Privacy The EcoCAT website maintains a record of each search result and all information submitted for each search.This information is recorded for internal tracking purposes.The information collected in this application will not be shared outside of the EcoCAT system and the Illinois Department of Natural Resources;however,this information does become public record and is therefore subject to the Freedom of Information Act(FOIA). Contact Information If you have questions regarding this project review,please contact: Rick Pietr uszka 217-785-5500 Illinois Department of Natural Resources cc: City of Yorkville Division of Ecosystems and Environment Travis Miller 80o Game Farm Road,Yorkville, IL 60560 Page 2 of 2 h Illinois Department of Natural Resources Rod R. Blagoievion. Governor ��jj 1'� One Natural Resources Way Springfield, Illinois 62702-1271 Eip, 1 http.,,dnr.state.il.us 1VATORAL RESOURCES MAR 0 7 2006 CONSULTATION AGENCY ACTION REPORT Mft (Illinois Administrative Code Title 17 Part 1075) Rai 1-0 Division of Resource Review and Coordination Todd Rettig,Division Manager Date Submitted: t){0 FOR DEPARTMENT USE ONLY If this is a resubmittal,inclu a previous PROJCODE: 060y.2SIO DUE DATE: IDNR response if available. Applicant: WeLL" 4AI((<3 Phone: X30511- ()J Contact Person: S{ay-f WAr1.OA' NIOL Fax: - 0400 Applicant Address: IZ4S G KJ4L 0_D NA ttftL X1.W�(07 Email: 4_N nr, LOCATION OF PROPOSED ACTION A MAP SNOWING LOCATION OF PROPOSED ACTION IS REQUIRED Project Name:&A w QaJx .P&U County: keMfALL Project Address (if available)' 3 US �bd7L'3y Nt l9R��2 OF rQDv�dV (A�MRYJiAr City.State.Zip: 'MQ WC CL 1+101 Township/Range/Section(e.g.T45N•R9E.S2): et oA 2K I aL "t 3 N 27t+ h o Brief Description of Proposed Actionf Z / G1 •P -' T/Y�7 IT�!,.,e�/i��ilrt�w-� Gr!✓ Projected Start Date and End Date of Proposed Action: 1 _ U7 Will state funds or technical assistance support this action? [Yes 1 10 If Yes•the lnteragency Wetland Policy Act may apply. Contact funding agency or this Division for details. Local/Staje Agency with Pro ect Jurisdiction: Un' � " _Cfi Contact:1'�!.�! v� •`��( � drr 1+F :r Phone: CD30- Address: ( 1 ^ rrl o! ,tol�0 Fay:X30-SS3-'iZ?r FOR DEPARTMENT USE ONLY Are endangered/threatened species or Natural Areas present in the vicinity of the action? Ye I No Could the proposed action adversely affect the endangered/threatened species or Natural Area" [ 'Yes o j� Is consultation terminated? es No J Comments: E ated by: &4�f� 3 Division of Resource Review &/0 ordination (217)735 5500 Date Visit our website at http://dnr.state.il.us/orep[NRRC Printed on recycled and recyclable paper