Plan Council Packet 2006 04-27-06 2`Aw Cyr o United City of Yorkville
800 Game Farm Road
EST. , � 1636 Yorkville, Illinois 60560
Telephone: 630-553-4350
Fax: 630-553-7575
<LE ��'�•
PLAN COUNCIL AGENDA
Thursday, April 27, 2006
9:30 a.m.
CITY CONFERENCE ROOM
8:30 a.m. Staff Meeting
1. Minutes for Approval/Correction: March 23, 2006
2. 9:30am PC 2006-05 Bristol Ridge Preliminary Plan
3. 10:00am PC 2006-17 Grande Reserve Unit 18 Preliminary/Final Plat
4. 10:30am PC 2006-18 Grande Reserve Unit 19 Preliminary/Final Plat
5. 11:00am PC 2006-19 Grande Reserve Unit 20 Preliminary/Final Plat
6. 11:30am PC 2006-22 Heartland Crossing Preliminary PUD Plan
7. 12:00pm PC 2006-31 Tuscany Plaza Special Use Request
UNITED CITY OF YORKVILLE
County Seat.of Kendall County
800 Game Farm Road
Yorkville, IL 60560
630-553-4350
Fax: 630-553-7575
PC#
APPLICATION & PETITION
Please Check One: _X_Preliminary Plan
Final Plat
Development Name: BRISTOL RIDGE Date of Submission: 3/17/06
1. Name of Petitioner(s): BRISTOL RIDGE,LLC
Address: 800 Roosevelt Road,Building A, Glen Ellyn, IL 60137
Phone Number: (815)530-5311 Fax Number: (815) 230-9559
2. a). Street address and physical location of subject property: East side and west side of
Cannonball Trail, South of Galena Road.
b). Legal description of property, attach as Exhibit"A".
c). Total Acreage: 190 acres.
3, Contact Information: Name, address,phone number and fax number of person to whom
inquiries regarding this petition may be directed: Kevin M. Carrara, Rathje&
Woodward, LLC, 300 East Roosevelt Road, Suite 300,Wheaton, IL 60187.
Attorney: Name: Kevin M. Carrara,Rathje&Woodward,LLC
Address: 300 East Roosevelt Road, Wheaton,IL 60187
Phone Number: (630)668-8500 Fax Number: (630) 668-9218
Engineer: Name: Jacobs&Hefner Associates,P. C.
Address: 1901 S. Meyers Road, Suite 350, Oak Brook Terrace,IL 60181
Phone Number: (630)942-9000 Fax Number: (630)942-1774
Land Planner: Name: Gary R. Webber Associates, Inc.
Address: 224 S. Main Street,Wheaton, IL 60187
Phone Number: (630)668 7197 Fax Number: (630) 668-9693
F .
4. Submit the following to the Deputy Clerk in older to be scheduled for-the necessary _
--committee meetings. An incomplete submittal could delay the scheduling ofyour 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: (An legal property owners signatures or their authorized agents(i.e.Plana,
Petitioner's Attorney,Engineer)must appear on this application.)
Subscribed and sworn to before me this day of 200 ,
a2
Notary Seal
THISAPPLICATIONMUST BE NOTARIZED.
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Page 2 of 4
United City of wkvii le Prelhainary/Fiu1 Plat Application Revisod 225/04
....—
PRELBUNARY PLAN/MAL 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
e. 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 2"d 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 River&ont 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 13
members appointed by the Mayor,the City Attorney and City Land Planner.
Page 3 of 4
United City of Yorkville Preliminary/pinat plat Application Revised: 224104
Step 5 economic Development Committee: The Economic Development Committee meets the
third Thursday of each month at 7:00 p.nL in the City Hall Conference Room. All projects
(regardless of a positive ornegative 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 Ofthe,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
Pte•
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 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-P 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 Cleric 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.
Date S• of Petitioner
Page4 of 4
United City of Yorkvfflk Prefnninary/Finai Plat Application Revised: 20/04
D482
Boundary description for parcel adjacent to Cannonball Trail in Yorkville,IL.
Pacific Development
March 16,2006
LEGAL DESCRIPTION:
A PART OF THE NORTH HALF OF SECTION 15,TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE
THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH
FROM HUNTSVILLE,IN SAID SECTION,AT A POINT WHERE THE EASTERLY LINE OF SAID
HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER'S LAND;THENCE
EASTERLY,ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER'S LAND 315 FEET,
TO THE SOUTHEAST CORNER THEREOF;THENCE NORTH,AT RIGHT ANGLES WITH SAID
FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND,TO THE CENTER OF SAID
BRISTOL ROAD;THENCE NORTHEASTERLY,ALONG THE CENTER OF SAID HIGHWAY,TO
THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C.ECCLES;THENCE
SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND,TO A POINT IN
SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION;THENCE EAST,
ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C.ECCLES LAND TO THE 8TH SECTION
LINE,AND BEING THE WEST LINE OF N.C.RIDER'S LAND;THENCE SOUTH,ON SAID 8T"
SECTION LINE AND RIDER'S WEST LINE TO THE RIGHT OF WAY OF C.B.AND Q.RAILROAD
CO.;THENCE SOUTHWESTERLY,ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF
SAID RAILROAD CO.TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF
JAMES KENNEDY'S LAND;THENCE WESTERLY,ALONG THE NORTH LINE OF SAID
KENNEDY'S LAND,TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY'S LAND;
THENCE NORTHERLY,ALONG THE HIGHWAY TO THE PLACE OF BEGINNING,INCLUDING
THE EAST HALF OF HIGHWAY WESTERLY AND BORDERING ON SAID PREMISES,AND
CONTAINING 69.06 ACRES OF LAND;EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4
BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES,
HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY,SITUATED IN THE
TOWN OF BRISTOL,KENDALL COUNTY,ILLINOIS,
EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE
CONVEYED TO COMMONWEALTH EDISON COMPANY BY DEED RECORDED AS DOCUMENT
NO.73-1974,TO-WIT: THAT PART OF THE NORTH HALF OF SECTION 15,TOWNSHIP 37
NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE
NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY
LINE OF THE BURLINGTON NORTHERN(FORMERLY CHICAGO,BURLINGTON AND QUINCY)
RAILROAD;THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE
NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD,A DISTANCE OF 2910.45 FEET TO
THE SOUTHEAST CORNER OF"REEVES"LAND DESCRIBED IN DEED RECORDED MARCH 13,
1952,AS DOCUMENT#101936;THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST
ALONG THE EASTERLY LINE OF SAID"REEVES"LAND A DISTANCE OF 12.80 FEET TO THE
NORTHEAST CORNER THEREOF;THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS
WEST ALONG THE NORTHERLY LINE OF SAID"REEVES"LAND,A DISTANCE OF 340.18 FEET
TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF,
MEASURED AT RIGHT ANGLES TO,AND PARALLEL WITH THE NORTHERLY RIGHT OF WAY
LINE OF SAID RAILROAD;THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST
ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET;THENCE NORTH 15 DEGREES 40
MINUTES 43 SECONDS WEST,PERPENDICULAR TO THE LAST DESCRIBED LINE,A
DISTANCE OF 40 FEET;THENCE NORTH 74 DEGREES 19 MINUTES, 17 SECONDS EAST
ALONG A LINE 190 FEET NORTHWESTERLY OF,AND PARALLEL WITH THE
NORTHWESTERLY RIGHT OF WAY LINE OF SAID RAILROAD,A DISTANCE OF 2941.14 FEET
TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER;THENCE SOUTH 0
DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF
THE NORTHEAST QUARTER,A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING;
ALL IN KENDALL COUNTY,ILLINOIS,
ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS
FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF CANNONBALL TRAIL(BEING
THE CENTER LINE OF STATE AIDE ROUTE 10,SECTION 19-15D)AND A LINE DRAWN
PARALLEL WITH AND 80,0FEET,NORMALLY DISTANT,SOUTHERLY OF"ELIZABETH
RIDER'S LAND",THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET;THENCE
SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,354.96 FEET TO THE
NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY A WARRANTY
DEED RECORDED ON APRIL 21, 1882,IN BOOK 48 OF DEEDS,PAGE 480;THENCE WESTERLY
ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE,AS OCCUPIED AND
MONUMENTED,OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED
RECORDED MAY 1, 1899,IN BOOK 55 OF DEEDS,PAGE 25;THENCE NORTHERLY AT RIGHT
ANGLES TO THE LAST DESCRIBED COURSE,BEING ALONG SAID EAST LINE AND SAID
EAST LINE EXTENDED 132.0 FEET;THENCE WESTERLY AT RIGHT ANGLES TO THE LAST
DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE;THENCE NORTHEASTERLY
ALONG SAID CENTER LINE,TO THE POINT OF BEGINNING,IN BRISTOL TOWNSHIP,
KENDALL COUNTY,ILLINOIS.
ADJACENT RIGHT OF WAY:
ALL THAT PART OF CANNONBALL TRAIL RIGHT OF WAY ADJOINING PARCEL ONE,ALL IN
THE UNITED CITY OF THE VILLAGE OF YORKVILLE,KENDALL COUNTY,ILLINOIS.
D292
Boundary description for parcel adjacent to Cannonball Trail in Yorkville,IL
Pacific Development
Reviewed by RPaulik on:
January 12,2006
LEGAL DESCRIPTION:
THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9,TOWNSHIP 37
NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN(EXCEPTING THEREFROM,
THE WESTERLY 515.74 FEET AND THE SOUTHERLY 735.50 FEET,MEASURED ALONG THE
SOUTH AND WEST LINES THEREOF);ALSO THE SOUTH HALF OF THE SOUTHWEST
QUARTER OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL
MERIDIAN;ALSO THAT PART OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF
SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN
LYING WESTERLY OF THE WEST LINE OF LANDS CONVEYED BY NELSON C.RIDER TO
JERRY W.RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK
66 AT PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62;AND ALSO THAT PART OF
THE NORTH HALF OF SECTION 15,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD
PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15;THENCE EASTERLY
ALONG THE NORTH LINE OF SAID SECTION 15,A DISTANCE OF 53.65 FEET;THENCE
SOUTHERLY,ALONG A LINE WHICH FORMS AN ANGLE OF 89 DEGREES 23 MINUTES 46
SECONDS WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE(MEASURED
CLOCKWISE THEREFROM),332.40 FEET TO THE NORTH LINE OF THE GLAD-ELL
SUBDIVISION FOR THE POINT OF BEGINNING;THENCE NORTHERLY,ALONG THE LAST
DESCRIBED COURSE,332.40 FEET TO SAID NORTH LINE OF SECTION 15;THENCE
EASTERLY,ALONG SAID NORTH LINE 2833.21 FEET TO THE WEST LINE OF LANDS
CONVEYED BY NELSON C.RIDER TO JERRY W.RIDER BY WARRANTY DEED DATED
OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AT PAGE 255 AND DEPICTED IN PLAT BOOK
1 AT PAGE 62;THENCE SOUTHERLY,ALONG SAID WEST LINE,291.68 FEET TO THE
NORTHERLY LINE OF THE FORMER LANDS OF CHARLES HUNT;THENCE WESTERLY,
ALONG SAID NORTHERLY LINE, 1551.74 FEET;THENCE WESTERLY,ALONG A LINE WHICH
IF EXTENDED WOULD INTERSECT THE NORTHWEST CORNER OF SAID SECTION 15,A
DISTANCE OF 447.72 FEET TO THE CENTER LINE OF CANNONBALL TRAIL;THENCE
SOUTHWESTERLY,ALONG SAID CENTER LINE, 125.62 FEET TO SAID NORTH LINE OF GLAD-
ELL SUBDMSION;THENCE WESTERLY ALONG SAID NORTH LINE,760.50 FEET TO THE
POINT OF BEGINNING,EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST
QUARTER OF SAID SECTION 10 AND THAT PART OF THE NORTHWEST QUARTER OF SAID
SECTION 15 DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE
SOUTHEASTERLY ALONG A LINE WHICH IF EXTENDED WOULD INTERSECT THE
NORTHERLY LINE OF THE FORMER LANDS OF CHARLES HUNT AT A POINT ON SAID
NORTHERLY LINE WHICH IS 1551.74 FEET WESTERLY OF THE WEST LINE OF A TRACT OF
LAND CONVEYED BY NELSON C.RIDER TO JERRY W.RIDER BY A WARRANTY DEED
RECORDED NOVEMBER 29, 1911 IN BOOK 66 OF DEEDS,PAGE 255 AND DEPICTED IN PLAT
BOOK 1 AT PAGE 62,A DISTANCE OF 938.61 FEET TO THE CENTER LINE OF CANNONBALL
TRAIL,FOR A POINT OF BEGINNING;THENCE SOUTHEASTERLY ALONG THE LAST
DESCRIBED COURSE EXTENDED 447.72 FEET TO SAID NORTHERLY LINE;THENCE
EASTERLY ALONG SAID NORTHERLY LINE,WHICH FORMS AN ANGLE OF 160 DEGREES 49
MINUTES 30 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE
THEREFROM,296.83 FEET;THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST
DESCRIBED COURSE,309.14 FEET;THENCE NORTHWESTERLY ALONG A LINE WHICH
FORMS AN ANGLE OF 132 DEGREES 19 MINUTES 35 SECONDS WITH THE LAST DESCRIBED
COURSE,MEASURED CLOCKWISE THEREFROM 386.56 FEET TO THE CENTER LINE OF
CANNONBALL TRAIL;THENCE SOUTHWESTERLY ALONG SAID CENTER LINE TO THE
POINT OF BEGINNING ALL IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE,
KENDALL COUNTY,ILLINOIS.
e
UNITED CITY OF YORKVILLE
County Seat of Kendall County -
800 Game Farm Road
Yorkville, IL 60560
Phone: 630-5534350
Fax:-630-553-7575
PC#
APPLICATION & PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
Development Name: BRISTOL RIDGE Date of Submission: 3/17/06
Requesting: [x] Annexation [] Zoning [] Planned Unit Development
[] Special Use:
1. Name of Petitioner(s): BRISTOL RIDGE, LLC
Address: 800 Roosevelt Road, Building A,Glen Ellyn,IL 60137
Phone Number: (815) 530-5311 Fax Number: (815)230-9559
Relationship of Petitioner(s)to subject property:
[x] Owner [) Developer [] Contract Purchaser
2. Name of holder of legal title, if different from# 1: Standard Bank&Trust Co.No. 18745.
If legal title is held in a Land Trust,list the names of all holders of any beneficial interest
therein: Bristol Ridge, LLC
3. a). (i). Street address and physical location of subject property: East side and west side of
Cannonball Trail, South of Galena Road.
(ii). Zoning of surrounding parcels:
North: P.U.D
South: Commercial/Industrial
East: Agricultural
West: Agricultural
b). Legal description of property; attach as Exhibit"A".
c). Total Acreage: 190 acres.
3. (con't):
d). Kendall County Parcel Number(s) of property for which PUD is sought:
02-09-400-006,02-10-300-003, 02-15-101-004, 02-10-300-003, 02-15-126-003
and 02-15-126-004
e): Current Zoning Classification: Agricultural
f): Zoning Classification Requested: R-2 and R-3
g): Is this property within City limits? Yes x No,requesting annexation
4. Names and addresses of any adjoining or contiguous landowners and landowners within[]
feet 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: NIA
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 petition may be directed:
Attorney: Name: Kevin M. Carrara,Rathje&Woodward,LLC
Address: 300 East Roosevelt Road,Wheaton,IL 60187
Phone Number: (630)668-8500 Fax Number: (630)668-9218
Engineer: Name: Jacobs&Hefner Associates,P. C.
Address:1901 S. Meyers Road, Suite 350, Oak Brook Terrace, IL 60181
Phone Number: (630)942-9000 Fax Number: (630)942-1774
Land Planner: Name: Gary R. Webber Associates,Inc.
Address: 224 S. Main Street,Wheaton,IL 60187
Phone Number: (630) 668 7197 Fax Number: (630)668-9693
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 folder to fit in a 10"x13" 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 b e annexed is contiguous to the United City of Yorkville.
Date:
Petitioner's Signature:
Bristol Ridge, LLC
i1fies M. Menard
Subscribed and sworn to before me this day of March,2006.
Notary Seal
THIS APPLICATION MUST BE NOTARIZED.
C �
ANNEXATION,PLANNED UNTF DEVELOPMENT,ZONING OR SPECIAL USE
REQUEST
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: 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
£ Engineering Review Deposit-up to 1 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(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 2°d and 4s'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.
Pap 4 of 5
United City of Yoakvffle An=mfionXUDXonin&Spedal Use Application Revised: 225/04
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
plaice.
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 YorkvMe 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 605 0.
Date: 3'��.. p� z AZJdl"',�
Si of Petitioner
Page 5 of 5
United City of Yorkville Annamtion,M).Zoning,Special Use Application Revised: 2/25/04
let, 52 Wheeler Road • Sugar Grove, IL 60554
TEL:630 1466-9350
FAX:630 1466-9380
www.eelweb.com
Engineering
Enterprises,
In=.
April 20, 2006
Mr. Joseph A. Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Bristol Ridge, Preliminary Plan Review
United City of Yorkville, Kendall County, Illinois
Dear Mr. Wywrot:
We are in receipt of the following materials related to the Preliminary Plan review of the above
referenced development:
• Application and Petition for Preliminary Plan approval dated March 17, 2006
• Preliminary Engineering Plans prepared by Jacob & Hefner Associates, P.C. consisting
of 8 sheets with initial issue date of March 16, 2006.
• Site Plan prepared by Gary R. Weber Associates, Inc. consisting of 1 sheet, revision 2,
dated March 17, 2006
• Preliminary Landscape Plan prepared by Gary R. Weber Associates, Inc. consisting of 2
sheets, with revision date of March 14, 2006.
• Legal Description of the property
• Plat of Annexation prepared by Jacob & Hefner Associates, P.C. consisting of 1 sheet,
dated March 16, 2006
Consulting Engineers Specializing in Civil Engineering and Land Surveying
?. y
• Plat of Annexation prepared by Engineering Enterprises, Inc. consisting of 1 sheet,
dated January 24, 2006
• Plat of Zoning prepared by Jacob & Hefner Associates, P.C. consisting of 1 sheet,
dated March 15, 2006
• A.L.T.A. /A.C.S.M. Land Title Survey by Jacob & Hefner Associates, P.C., consisting of
1 sheet, dated February 27, 2006
• Preliminary Plat of Subdivision by Jacob & Hefner Associates, P.C., consisting of 1
sheet, dated March 16, 2006
Our review of these plans is to generally determine the plan's compliance with City of Yorkville
ordinances and whether the improvements will conform to the 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:
General
1. 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.
2. 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 the Kendall County Highway Department for review and comment. This report
should take into consideration proposed roadway stubs from adjoining properties
and the potential traffic associated therewith.
3. A copy of the Natural Resource Information Report by the Kendall County Soil and
Water Conservation District should be filed with the City.
4. A Field Tile Study should be prepared and submitted for review.
5. A Soils Report should be prepared and submitted for review.
6. 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. Kendall County Highway Department regarding access points to Cannonball
Trail.
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.
7. A Preliminary Stormwater Management Report should be submitted for review
detailing existing and proposed conditions and stormwater detention basin
calculations. The design engineer should demonstrate in the report that the
requirement of no more than 2 feet of bounce is achieved for a 10-year storm event.
Preliminary Engineering Plan & Site Plan
8. The Site Plan submitted as supplement to the Preliminary Engineering Plan differs
from the Preliminary Engineering Plan in the following noted areas:
a) The storm sewer layout shown in the area of lots 335-346 is different
between the two plans
b) Sanitary sewer lines along the road stubs at lots 236 and 237 are shown on
the engineering plans but not the site plan
c) There is a sanitary manhole shown in the middle of Road A on the Site
Plan, in front of lots 107 & 108, that is not shown on the Preliminary
Engineering Plan.
d) The existing contour lines shown along the north property line (specifically
west of Cannonball Trail) differ between the two plans. The Site Plan
indicates drainage back towards Bristol Ridge while the Preliminary
Engineering Plan shows water draining away from the development.
9. The general notes on the Cover Sheet are substantially in compliance with City
Standard Specifications for Improvements. In comment 3, the minimum storm
sewer size of 12" should be indicated. In comment 8, the statement "sump services
shall tie in to storm sewer structures, where practical" should be added. In
comment 11, the distance between the top of the overland stormwater flow and the
lowest adjacent foundation grade should be 1.5' instead of 1.0'.
10.A symbol and description for sanitary sewer forcemain should be added to the
legend on the Cover Sheet.
11.In the "Typical Pavement Section — 66' ROW" cross-section shown on the Cover
Sheet, the 1.5" Bituminous Concrete Surface Course should be "Superpave, Mix
"D", N-50", in lieu of "CL I, TY. 2, Mix. D". The 2.5" Bituminous Concrete Binder
Course should be "Superpave, IL-19.0, N-50", in lieu of"CL I, TY.2."
12.The "Typical Section Detention Pond" detail should be revised or clarified to meet
the detention pond requirements set forth in the City Park Development Standards.
Dimensions for the safety shelf, depth to safety shelf below NWL, and the shoreline
slopes in particular should be re-evaluated.
13.An additional sheet displaying only existing conditions should be included in the
preliminary plan set. A tree survey showing all trees 6-inch diameter or greater and
the drain tile survey showing location of tiles and exploration trenches can also be
included on this (or a separate) sheet.
14.At "tee" intersections, sidewalk connections should be provided at the "top of the
tee" side of the street to facilitate cross walks.
15.Building setback lines and easement lines should be shown on all utility sheets.
16.A list of proposed street names should be submitted to the U.S. Postal Service and
to KENCOM for approval. A copy of the letter approving the names should be
submitted to the City for their records. One name should be drawn from the City's
list of historic names.
17.Block length shall be no greater than 1,320 feet per Subdivision Ordinance. The
block lengths of both Street B & Street C exceed this requirement.
18.Access points along Cannonball Trail are subject to Kendall County Highway
Department approval. The County will likely require significant improvements to the
portions of Cannonball Trail abutting the development.
19.The connection to both Comeils Road and Charity Lane along the southwest
portion of the development should be considered. Charity Lane is currently shown
dead-ending into Lot 403 (Open Space/ Detention).
20.Temporary "turn-around" dead-ends should be added where streets terminate at
the edge of the development.
21.Horizontal and vertical curving of streets and cul-de-sacs and all other road layout
and geometry should be designed per Figure 2 in the Standard Specifications. The
engineer should verify that the boulevard design in the cul-de-sacs does not detract
from the ability of an emergency vehicle to maneuver and tum-around.
22.Emergency overland overflow routes should be clearly delineated on the
preliminary plan set.
23.Storm sewer roadway structures should not be accepting flow from more than 300
feet of longitudinal flow length. The engineer should revise the design to include
additional structures OR stormwater calculations should be provided at final
engineering to verify that nuisance flooding (deeper than 12" at gutter line) will not
occur in the 100-year critical duration storm.
24.The roadway structure design should be revised to show an inlet and a catch basin
at each roadway low spot (inlet on upstream side), in lieu of two catch basins as
currently shown.
25.A catch basin should be added prior to entering a storm "trunk" sewer in the
development or before outletting to a detention pond in order to collect as much
debris as possible prior to outletting. Additionally, all catch basins should be
located in an area that would be easily accessible and maintainable for the City
(e.g. the storm manhole between lots 114 & 115).
26.The intersection of Street A and Court F will pond under the current design.
Roadway grades should be revised or roadway structures added to collect the
storm water.
27.A storm manhole appears to be missing at the storm sewer joint shown at the
backyard of lots 41 &42.
28.Under the current design, lot 8 does not have local storm sewer available to tap into
for the sump drain.
29.The two catch basins shown at station 12+00 along Street M appear to be shown at
a high point of the roadway.
30.The inlets at station 23+50 along Street M do not correspond with the low spot
(located at 23+00).
31.An open (drainage) lot should be considered, or possibly an easement up-sized, in
areas where storm sewer sizes greater than 24" are shown in either side or back
yard areas, such as between lots 329 & 330. The same should be considered for
major overland flow routes.
32.The lowest adjacent top of foundation elevation for the lots abutting the detention
ponds should be verified to be a two feet or more above the HWL (e.g. depending
on the look-out elevations, lots 141-150 may be closer than the two feet). Also, in
general, all basement elevations should be higher than the NWL of the detention
ponds. Assuming a ten feet distance from top of foundation to the top of the
basement elevation, the normal water level is higher than the basement elevation
for a number of lots.
33.Per the City Standard Specifications, water main shall be generally located on the
north and west side of the roads and sanitary and storm sewer should be located
along the south and east side of roads, unless approved by the City Engineer. In
general, the utilities do not appear to follow a consistent pattern of directional
location.
34.The proposed water main will be modeled at the time of final engineering. Any
variations in water main size revealed as necessary per the model will be requested
during final review. The proposed connection shown at Galena Road / Cannonball
Trail would appear to be one of the appropriate tie-on locations for the water main
system. Per the City Standard Specifications, all new water main systems must be
double-fed. The source of the second water main feed will be determined at Final
engineering.
35.The water main must be fully looped within the development. The dead-ends
shown through-out the development, such as the west dead-end of Street C and
the east dead-end of Street M, will require looping.
36.No water main is currently shown along Court O.
37.In general, no more than 12 services should be located between valves in order to
minimize the number of people out of service in the case it is necessary to isolate a
segment of water main. A number of valves need to be added throughout the
development.
38.Fire hydrants must be located at each intersection and at intervals not exceeding
two fire hydrants being able to serve any point of any building OR at a maximum of
300 feet apart along the roadway, whichever is more stringent. A number of fire
hydrants will need to be added to meet this requirement. It was noted that portions
of the following lots do not have double-coverage from fire hydrants to every part of
the estimated buildable area of the lot: 107, 108, 94, 95, 83, 82, 81, 160, 161, 146,
147, 143, 139, 137, 133, 132, 131, 130, 127, 174, TOWNHOME LOTS 3 & 5, 304,
305, 317, 319, 320, 323, 326, 333, 334, 336-344.
39.Sanitary sewer should be stubbed to the far end of the development at each dead-
end, such as north on Street I and west on Street C.
40.Comments regarding sanitary interceptor sewer and lift station design have been
transmitted to the developer's engineer and to the City by e-mail on April 14, 2006
by John T. Whitehouse. We anticipate significant revisions will be made to the
sanitary collection and xxxxxxxxxxxxxxx systems.
41. Street lights should be included in the preliminary plan in accordance with the City
Standards. Street lights should be provided at all intersections, at the center of
sharp curves, at the back ends of cul-de-sacs and should have maximum spacing
of 300 feet. Light standards should be placed near lot lines (extended) when being
installed mid-block.
Preliminary Stormwater Management
42.There should be a wetland delineation report for the project site. There appear to
be two Palustrine Emergent Seasonally Flooded (PEMC) wetlands near the north
property.line of the site, according to the National Wetland Inventories Map. It is
recommended that this development buy into the City's Raymond Regional
Detention Basin to provide the necessary detention. The Raymond Basin is being
evaluated and may also have potential for providing wetland mitigation.
43.There should be a preliminary stormwater management report for the proposed
development. With this submittal, there was no material submitted that supports or
explains the proposed stormwater management facilities; therefore a detailed
stormwater review could not be performed at this time. For a Preliminary
Engineering Submittal, there should be preliminary stormwater calculations that
demonstrate that there is enough land set aside for stormwater management
facilities to adequately meet the requirements set forth in the standard
specifications. Appropriate support documentation should be included, such as
existing and proposed drainage exhibits, CN calculations, Tc calculations, stage-
discharge calculations for each basin, and stage-area-volume calculations for each
basin. The NWLs, HWLs, and volumes should be indicated on the plans. It is
strongly recommended that this development take advantage of the Raymond
Regional Detention Basin for its stormwater management needs.
44.There are several existing depressional areas that are proposed to be filled by both
residential lots and detention basins. The stormwater model should demonstrate
that depressional compensatory storage volume is achieved in addition to the
required detention volume. It should show which basins are providing
compensatory storage. A model should be run to determine what the HWL at the
allowable release would be for the required detention. A second model should be
run with the release rate adjusted to achieve the additional compensatory volume.
Again, we recommend the use of the Raymond Regional Basin to mitigate lost
depressional storage volume as well as the required storm water detention.
45.The site should be delineated on the appropriate FIRM panel, which is panel
170341 0020 C. The 100-yr Base Flood Elevation (BFE) of Blackberry Creek
ranges from 643.0 to 645.0 along the east property line.
46.In addition to the FIRM Panel information, the SCS completed the Floodplain
Management Study of Blackberry Creek in June of 1989; this was a detailed study
that resulted in more accurate BFE data for flood mapping. This study is the best
available data for the project area and is used for regulation around Blackberry
Creek. The 100-yr BFE adjacent to the site according to the study ranges from
646.4 to 647.2, which is higher than the FIRM panel shows. The 500-yr BFE
ranges from 647.1 to 647.9. Portions of the site are below these elevations. This
should be addressed.
47.There should be a stormwater management narrative, which explains how the
stormwater facilities meet the requirements regarding existing conditions drainage,
proposed detention, wetlands, and depressional compensatory storage.
48.There should be an existing conditions hydrology and hydraulics analysis that
demonstrates the existing release rates and drainage areas. This should include
an analysis of existing depressional areas and any off-site tributary area.
49.There should be hydrologic models that demonstrate that the 4 detention basins
provide adequate storage for detention and any compensatory volumes. The
existing drainage divides should be maintained and the release rates should be met
for all release locations separately. Alternatively, we recommend participation in
the Raymond Regional Detention Basin.
50.The maximum value calculated using various storm durations should be used. We
recommend analyzing the following durations for a critical duration analysis: 1, 2, 3,
6, 12, 18, 24 and 48-hr.
51.The 2-yr (0.04 cfs/acre) and the 25-yr (0.08 cfs/acre) release rates should be met in
addition to the 100-yr release rate of 0.15 cfs/acre.
SITE DATA
LAND USE UNITS ACREAGE
SINGLE FAMILY 271 UNITS 113.9 ACRES
MINIMUM LOT 12,000 S.F. I 1� GARY R,WEBER
AVERAGE LOT 14,270 S.F. nor— _. - ASSOCIATES INC.
uv nwHe aw
MAXIMUM LOT 28,864 S.F.
DUPLEX 92 UNITS 23.2 ACRES —�--- ----- ---- ---------
TOWNHOMES 57 LINIT5 10.1 ACRES "
i � ratenm,auw anus
PARK 6.1 ACRES
OPEN SPACE / DETENTION 32.8 ACRES tit l i l i I ---"--------------_
CANNONBALL TRAIL R.O.W. 4.0 ACRES III III I eram,ea ewetaan
TOTAL: 420 UNITS 190.1 ACRES --
II----a BRI aR10Ctl1C
GROSS DENSITY 420 UNITS/M.1 AC. 2.2 D.U./AC. M0R009MTi1010
RMAM120
I 1 1 I 81'M lYg
__ 1 OlEN 0. 6BDIT
NOTE:
NO FLOODPLAIN 15 iNDICATED ON THIS SITE ON THE FIRM PANEL. ' _
NO WOODLANDS ARE PRESENT ON SITE
NATERMAIN TO BE EXTENDED TO GALENA ROAD AND CONNECT
TO A SANTARY�SEWER WWILLRCONNECCT APPROXIMATELY 500' TO THE w TYPICAL LOT DETAIL TYPICAL DUPLEX DETAIL TYPICAL TOWNHOME DETAIL
TO A 24" SEWER BY OTHERS.
I � r
I I �
10.11 ACRESES I "
SINGLE FAMILY rarH. u�c 57 UNITS 1
68.7 ACRES a„�
f
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LOCATION MAP t p
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SINGLE FAMILY
J 1 u= ,.. w •r/` f - _ ` ''I - 452 ACRES
12,000 S.F.
104-UNITS-
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UNITS
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0 75 150 300 450
SCALE:1"OW NORTH ' ' i__— _ .` �_Y ,w'.•a....8 e1 a, •a'= �� •, 1. 1
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UNITED CITY OF YORKVILLE $
800 Game Farm Road
Yorkville,IL 60560
630/553-4350
PC# 1 -
APPLICATION & PETITION
Please Check One: Preliminary Plan
j,`� Final Plat/PW
Development Name:(5Ta.4c'G f4 D%e of Submission:
1. Name of Petitioner(s):
Address: 5135 �l�i%+�,� kj ,�.,d f Sr�a G✓i!'la•.b�1� lL `c52,� -
Phone Number: 43e;-.4L5-45aa Fax Number: 6'3v StS d43S
2. a). Street address and physical location of subject property: lla,-4,f^S-
��A��.� �a�z �•.� -�sc.�,,� -rr.�;� App,r� 35a>'ea s�- d-� i��..t�+.,, ... �t.l l R•�
b). Legal description of property;attach as Exhibit"A".
c). Total Acreage: 8,dG5
3. Contact Information: Name,address,phone number and fax number of person to whom
inquiries regarding this petition may be directed:
Attorney: Name: j o�LK �k�l(•n �-a- Dow+• t.+...,-N� B�s�x 1 Co1a,�c G.d (A*.I+L
- Address: (Z-S,
-
Phone Number: 6 34-3S 5-5860 Fax Number: 3 S 5 -59 21-
Engineer: Name: 4-I& S j Dw lam TA4-T%.e
Address: A0 Lx__ st✓/> E S v,T-g- r 1'r-a l c- 6ot43
Phone Number: Fax Number: 61S6 -2-5b -56 44
Land Planner: Name: J 04 La/u� A G5+ A-M vA 30.44 .A L'c
Address: 65i a«,_1jAiA 4Vd, Si12 195d4 i Cutea&.o 1.S6
Phone Number: -793-16-3-33" Fax Number:
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 7 tk day of��,��_.�, ,
200 G
Notary Seal
THIS APPLICATION MUST BE NOTARIZED.
"OFFICIAL SEAL"
Avamarie Dudik
Notary Public, State of Illinois
My Commission Expires 10/03/09
Page 2 of 7 —
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
LEGAL DESCRIPTION
GRANDE RESERVE
UNIT 13-PHASE 4
PART OF NEIGHBORHOOD 3-"THE COMMONS"
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD
PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND IRON PIPE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION
11; THENCE SOUTH 01 DEGREE 00 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER
OF SECTION 11 A DISTANCE OF 637.05 FEET TO THE SOUTHEAST CORNER OF LOT 3053 IN GRANDE RESERVE UNIT
13 PHASE 3, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED
�_ 0 AS DOCUMENT NUMBER _, FOR THE PLACE
OF BEGINNING; THENCE CONTINUING SOUTH 01 DEGREE 00 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF
SAID SOUTHEAST QUARTER OF SECTION 11 A DISTANCE OF 851.92 FEET TO THE NORTHERLY LINE OF THE
COMMONWEALTH EDISON COMPANY ACCORDING TO DOCUMENT NUMBER 73-3089; THENCE SOUTH 73 DEGREES 31
MINUTES 37 SECONDS WEST ALONG SAID NORTHERLY LINE 518.41 FEET TO THE EASTERLY LINE OF GRANDE RESERVE
UNIT 13 PHASE 2, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF
RECORDED - AS DOCUMENT NUMBER _; THENCE
NORTH 00 DEGREES 08 MINUTES 36 SECONDS EAST ALONG SAID EASTERLY LINE 195.86 FEET, THENCE
NORTHEASTERLY ALONG SAID EASTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 2, BEING ALONG THE ARC OF A
CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 183.00 FEET, HAVING A CHORD BEARING OF NORTH 81
DEGREES 36 MINUTES 13 SECONDS EAST, A DISTANCE OF 51.59 FEET TO A POINT OF TANGENCY; THENCE NORTH
73 DEGREES 31 MINUTES 37 SECONDS EAST ALONG SAID EASTERLY LINE A DISTANCE OF 46.35 FEET, THENCE
NORTH 16 DEGREES 28 MINUTES 23 SECONDS WEST ALONG SAID EASTERLY LINE 169.95 FEET, THENCE NORTH 73
DEGREES 15 MINUTES 42 SECONDS EAST ALONG SAID EASTERLY LINE 103.50 FEET, THENCE NORTH 38 DEGREES 28
MINUTES 22 SECONDS.EAST ALONG SAID EASTERLY LINE 89.10 FEET; THENCE NORTH 18 DEGREES 58 MINUTES 29
SECONDS WEST ALONG SAID EASTERLY LINE 93.56 FEET; THENCE NORTH 41 DEGREES 15 MINUTES 05 SECONDS
WEST ALONG SAID EASTERLY LINE 272.11 FEET; THENCE NORTH 55 DEGREES 41 MINUTES 03 SECONDS EAST ALONG
SAID EASTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 2 A DISTANCE OF 105.46 FEET; THENCE NORTH 41
DEGREES 15 MINUTES 05 SECONDS WEST ALONG SAID EASTERLY LINE 131.40 FEET.TO THE SOUTHERLY LINE OF
GRANDE RESERVE UNIT 13 PHASE 3, BEING A SUBDIVISION OF PART OF SAID SECTION 11. ACCORDING TO THE PLAT
THEREOF RECORDED AS DOCUMENT NUMBER THENCE
NORTH 48 JDEGREES 44 MINUTES 55 SECONDS EAST ALONG SAID SOUTHERLY LINE 181.58 FEET, THENCE SOUTH 41
DEGREES 15 MINUTES 05 SECONDS EAST ALONG SAID SOUTHERLY LINE 75.34 FEET; THENCE NORTH 88 DEGREES 59
MINUTES 15 SECONDS EAST ALONG SAID SOUTHERLY LINE 303.15 FEET TO THE PLACE OF BEGINNING; IN BRISTOL
TOWNSHIP, KENDALL COUNTY, ILLINOIS.
52 Wheeler Road • Sugar Grove,IL 60554
TEL:630/466-9350
FAX:630/466-9380
www.eelwob.com
Engineering
Enterprises,
Inc.
April 18, 2006
Mr.Joseph A. Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re. Final Engineering Improvement Plans
Grande Reserve Unit 18(Neighborhood 3 Southeast)
United City of Yorkville, Kendall County, Illinois.
Dear Mr.Wywrot:
We have reviewed the Final Engineering Improvement Plans for the referenced Grande
Reserve North Neighborhood 3 prepared by Cowhey Gudmundson Leder, Ltd. containing 24
sheets dated December 22, 2005 and offer the following comments:
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
• An engineer's estimate of probable construction cost for Unit 18 should be submitted for
review and for future use in establishing the required Letter of Credit.
• References to "phases" should be removed from all sheets and replaced with legible
delineations of units. Please note that the phase delineations shown on the existing
plans do not correlate with the unit delineations illustrated on the various final plats.
Consulting Engineers Specializing in Civil Engineering and Land Surveying
r
• Our review of these plans has focused on those areas that lie within Unit 18. The
reviewer has, however, identified errors outside the limits of Unit 18. To avoid
confusion, errors found outside the limits of Unit 18 have not been called out during this
review. To facilitate the continuation of this review and the future analysis of the
engineer's opinion of probable construction cost, all work being completed in other
phases should be faded out. Only Unit 18 work should remain in bold line types
COVER SHEET
19. Plans should be signed, sealed and dated by an Illinois Registered Professional
Engineer.
SHEETS 6-7: SOIL EROSION CONTROL PLANS
20. The limits of Unit 18 construction should be delineated by silt fence.
21. The note shown on Sheets 6 & 7 regarding erosion control details should be revised to
refer to the proper detail sheet number.
SHEETS 8-13: GRADING PLAN
22. A key map should be provided on each sheet.
23. All proposed and existing contour lines should be clearly labeled.
24. Proposed contours should be provided on the plan in addition to the spot elevations.
25. Not all the storm sewer structures are shown on the grading plans. In Unit 18, please
revise plan to show the storm sewer structure between Lot 52 and Lot 53.
26. (Sheet 9) The turn around pavement at the south and of the parking lot between Lots
14 & 15 falls in the overflow channel resulting in a slope in excess of 11%. The
parking lot should be re-graded to bring the pavement slope into conformance.
27. (Sheet 9) The overland flow from Preston Drive at sta. 19+50 will flow to the east and
not flow between lots 15 & 16 as proposed. Revise the overflow arrow and the overflow
channel calculation.
28. (Sheet 9) The notes for CB No. 17 and 21 should be revised to read "FOR
CONTINUATION SEE SHEET NO. 14".
29. (Sheet 9) The side yard slope between lots 16 & 17 exceeds 4:1.
30. (Sheet 9) The proposed centerline elevation at Sta. 28+80 of Preston Drive should be
655.12 instead of 656.12.
GAPublic\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNITI8-oi.doc
31. (Sheet 9) At lot 21 the east most sidewalk grade should be adjusted so that the
driveway grade will not exceed 8%.
SHEETS 14-17: PLAN AND PROFILE
32. The cul-de-sac parking bays incorporated into the design do not conform to the City's
standard design policies and, if used, should be maintained by the HOA or SSA.
33. Water and sanitary service lines should be shown for all the units. No services are
illustrated on Sheet 15.
34. Sump pump service lines should be shown for any buildings with basements.
35. The type of sanitary sewer pipe (SDR 26, SDR-21, etc.) should be provided for all
callouts.
36. All of the utility crossings (conflicts) should be called out including top of pipe or invert
elevations. This should be done for all water/sewer crossings and sewer/sewer
crossings.
37. The bury depth of watermain should be labeled as 5.5' minimum.
SHEETS 18-19: STREET LIGHTING PLAN
38. Per city ordinance, streetlights should be located on the opposite side of the street
from the water main. Please revise the following proposed light locations to meet the
requirement: 3-15 & 3-14.
39. The location of Streetlight 3-16 should be revised such that it is not directly on the top
of sanitary sewer.
SHEET 20-24: CONSTRUCTION STANDARDS AND DETAILS
40. (Sheet 20) Callout for sanitary manhole no. 3-17 in the profile has been shown as 3-30.
Please revise.
41. (Sheet 20) The sanitary sewer pipe material should be revised to meet Fox Metro
requirement. SDR-26 should be used for depth 0'-15; SDR-21 for depth 15'-20', DR-18
for pipes deeper than 20'.
42. (Sheet 20) The typical pavement section 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.
GAPublic\Yorkville\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\iwywrotGRUNIT18-0i.doc
43. (Sheet 21) Notes 1-3 at the top of the Watermain Depression detail should be taken off
since they are for storm structures.
44. Water and sewer separation details should be added to the plans.
45. (Sheet 21) The Valve Vault detail should be revised to indicate 8" max. precast
concrete adjusting rings and 5.5 feet min. bury depth
46. (Sheet 21) The Fire Hydrant detail should specify the hydrants approved by the United
City of Yorkville: Clow F-2545 (Medallion), Mueller A-423 Super Centudan, Waterous
WB-67-250 or approved equal.
Final Plat
47. The unit number in the title should be "Unit 18" on all pages, phases are not allowed.
48. Points of curvature and points of tangency should be labeled on the graphical portion
of the plat, as the legal states.
49. The legal description should not contain language referencing phases (see item 1
above) check current unit numbering and correct where necessary.
50. The legal description has numerous blanks for recording dates and document numbers
which will need to be completed prior to the recording of the final plat.
51. The last line of the legal description should read, "in the United City of Yorkville,
Kendall County, Illinois".
52. The statement in the Surveyor's certificate that the plat meets statute requirements of a
boundary surrey should not be used since there are many items required to be shown
on a boundary survey that are not shown on a subdivision plat.
53. The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977,
Chapter 109 Section 1" should be replaced with 765 ILCS 205/1" to conform with
standard certificate language for the United City of Yorkville.
54. The text "I further certify that the plat hereon drawn is a correct and accurate
representation of said survey and subdivision. All distances are in feet and decimal
parts thereof." should be added after the legal description, in the Surveyor's Certificate,
to conform to standard certificate language for the United City of Yorkville.
55. The Mortgagor's Certificate bank name and full address should be added prior to
recording the plat.
56. A Special Service Area Certificate should to be added if such an area exists within this
unit.
GAPub11c\Yorkv111e\2005\Y00527 Pasquinelli Homes-Grande Reserve\dots\lwywrotGRUNITI8-ol.doc
r
57. The subdivision lies within the area covered by FIRM 170341-0040C, this map should
be referenced in the surveyor's certificate. The FIRM 170341-0020C does not depict
area of this unit and should be omitted from said certificate.
58. Recording date and document numbers are missing for adjacent Grande Reserve units
(4 occurrences are on page 1 and 2 occurrences are on page 2). All omissions should
be filled in prior to recording the final plat
59. The `Heretofore dedicated" notation for Mill Road should have a document number
added prior to recording of the final plat.
60. Line L43 of the line table does not exist on the graphical portion of this plat and should
be added. Line L24 appears twice on the graphical portion and it is likely one should be
labeled L43.
61. The first paragraph of the Surveyor's Certificate should read ...............have
surveyed, subdivided and platted the following..........(bold text should be added).
62. Stormwater Management Easements are not shown on the graphical portion of the
plat, therefore Stormwater Management Easement Provisions text should be removed
from page 3.
63. Landscape Buffer Easements are not shown on the graphical portion of the plat,
therefore Landscape Buffer Easement Provisions text should be removed from page 3.
64. Line work, leader and text overlaps should be edited on pages one and two.
65. The Point of Beginning, on page one, should have text added to state "southeast
comer of Lot 3053".
66. The distance between the northwest comer of the EBE 17 and the northeast comer of
the EBE 16 will need to be widened for the storm sewer passing between them.
67. The distance between the southeast comer of the EBE 23 and the northeast comer of
the EBE 22 will need to be widened for the storm sewer passing between them.
68. The distance between the northwest corner of the EBE 53 and the northeast comer of
the EBE 54 will need to be widened for the watermain passing between them.
69. The distance between the southwest comer of the EBE 52 and the northerly comer of
the EBE 53 will need to be widened for the watermain passing between them.
GAPubUc\Yorkvi11e\2005\Y00527 Pasquinedi Hones-Grande Reserve\docsVwywrotGRUNITI8-01.doe
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.
I �
G
William E. Dunn, P.E.
Senior Project Manager
Mark G. Scheller, P.L.S.
Project Manager
pc: Bart Olson, Assistant City Administrator
Travis Miller, Economic Development Director
Rick Murphy, Pasquinelli Homes, L.L.C.
Jim Wallin, Pasquinelli Homes, L.L.C.
Dwight A. Trostle, CGL Ltd.
JWF,JTW, EEI
GAPublic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\iocsVwywrotGRUNIT18-Oi.doc
-------- FINAL PLAT
BASIS OF BEARING GRANDE RESERVE UNIT 18 P.I.N.O2-„�DOa�2
RECORDED PLAT OF SUBDIVISION
GRANDE RESERVE UNIT 7 IL.IM 1 -
III..���
- - 1I111111110N LIMITS BEING A SUBDIVISION OF PMT OF THE SOUTHEAST QUARTER OF SECTION II.TO' SHIP 37 NORTH,RANGE 7 'IT
----- SECTION LINE EAST OF THETHIM PRINCIPAL MEWDIAN,INTHE UNITED CITYOF YORWLLE,KENOALLCOUNTY,IWNOIS.
-- QUARTER SECTION LINE
--- WATER OUARTER SECTION LINE -4 --
--- EXISTING R.D.W. LINE _
EASEMENT HEREBY GRANTED
SECTION CORNER AREA BREAKDOWN _
LOT 3054
WATER SECTION CORNER 1.671 ACRESx 72,774 SO.FT,x
LOT 3055
(YEAS) RECORDD STANCE DISTANCE 5.076 AGRF.Sx 221,108 90. FT.i
(REC.) RECORD DISTANCE pIGNT-OF-QUAY - I
P.T. POINT OF TANGENCT .r,
N pADIU$ 2.118 ACflESx 92.300 SD. FT.x
ARC LENGTH OF CURVE TOTAL B.6B5 ACRESi 866,183 SO.FT.x
A
P.C.C. POINT OF B I CINYATDRE
P.0 , PLACE O EGINNIN D
-- ----
P.o.c. PLACE OF COMMENCENENT ---- ----
3.S.L. BUILDING SE?BALK LINE THI9 UNIT CORPE6POND9 TO PAT OF NEIBHBOpHWD +
p SET CONCRETE MONUMENT 0 A6 6HOWN IN THE ANNEXAT20N rVPEEAIENT.
U SET IRON PIPE - ----- �_�
SCALE: 1•=100 • FOUNO IRON PIPE
L dm LINE TALE N0.
E TA ZON 5
ING OF LOTS 3054 AND 305
c NR.. CURVE NO. SHOWN HEREON IS 'R-2 P.U.D.”
_-
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REC.1I 12DM
DOC.ND. 00028118
- GRAMDE RESERI'E - kAN(Jl-,REShRYE ( I 807 3
-�� UN1T9 Iac.e/t]/7ve4 1 I C
REC.9/15/2005 ooc.No.zowaaazJOO9
OOC NO.200500028116 NOTES:
1.SET 3/A'IRON PIPE(1-1/4.O.D.)WITH PLASTIC
CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWW
ON SHEET ONE.
2.A BLAKET PUBLIC UTILITY ANO DRAINAGE EASEMENT IS --
HERESY ORATEO OVER ALL a LOIS 3054 AND 3055
EXCEPT 1X02 ARCAS SHOWN WITNIN SAID LO-AS(CBE)
'EXCEP11pI TO 6LANKET EASEMENY.LOTS 3054 AND,1055 4 33/16/M RENEE UNIT NUMBER 15 TO 14 JB
MALL
BC AN—TO 1.1 IIOMEOVMLR'S A.—T10N. S RCNSC UNIT NUMBER 14 TO 16 JO
2 PER RENEW 1 EVISED UNIT 13 PHASE 4 TO UNIT 18 MEN
ISSUED MEN
FOR BUILDING RESTRICTIONS AND EASEM'_NTS NOT SOWNN0, DESCRIPTION BY
HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE MIDWEST
PREPARED FOR:
?OLICY AND LOCAL ORDINANCES. ' (bN25ULTANTS.INC, P—EUJ-rl+E co4MaNS u.c.
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY
DIFFERENCE AT ONCE.
SHEET 1 OF 3
FINAL-PL BA GRANDE RESERVE UNIT 18 PIN.02-11-400-002
RECORDED PLAT OF SUBDMSION
OF GRANDE RESERVE UNR7
------------- -' BEING A SUBDIVISION OF PMT OF THE SOUTHEA6T CLARTER OF SECTION 11,TO IP37 NORTH,RANGE 7
EAST OF THE THIRD PRINCIPAL MERIDIAN.IN THE UNITED CITY OF YORKVILLE,KF_NDALL COUNTY,ILLINOIS.
--------
I I
I
E.B.E. I
__R I
I
_ I`5
k� s• 05.E
IL TYPICAL EXCEPTION TO BLANKET ? \��1
EASEMENT DETAIL(E.B.E.NOT TO SCALE ` \;��� N BBSY�15�E 70115
\F I �aru�ctzrz
1
///��� oo
�`" SBIE
6YR
SCALE: t"=40' V/`� \4f F HP
3051 m
m N I
N
r $I N Ila
1 SEC ION LINE
LIMITS \ 'J
SE LI �M1 �c•� s`� A •a. ,¢j!9 < z" III I
-AT ER SECTION LIKE
I DUAflT ARTIER SECTION LINE
1 ----
EXISTING G R.O.N. LINE
i ---- EASEMENT HEREBY GRANTED /y5' \\03 '�♦ F \s
SECTION COflNER
QUARTER SECTION CORNER l; \ 50 `3J//
\ \\` �A
(MEAS) RECORD STMCIN£ J'� i'\ b \\
(REC.) RECORD OF TANG04 GRANEMIRE4 ERVE J}4\ 0 \�'Y•�,o. \ ��' !�` �
F.T. POINT OF TANGENCY + V
R RADIUS RE
ARC LENGTH OF CURVE oOC.N0.__ Nth\.\\ x� + /x\
P.C.C. POINT OF COMPOUND ENCIE CURVATURE /
P,0.8. PLACE OF BE INNING E- - _-_ yrJ \\v/S�x���! �� ��
Ras. PLACE OF BE INNING y 8 \\\J� KI' \ Jyn�" 3055
B.SL BUILDING 9ETHACK LINE I +/u
O SET IRON PIP MONUMENT 1 S�JA <, \\' \'M/ s
SET IRON PIPE rQ 9 I
ED NO IRON PIPE � I LB�+E 59 /v_
L Xe LINE TABLE No.
C
N. GuNVE TABLE N0.
i
a,
r'
4b
v
4s t BB ITOB•
- 63.00 I
s.
9
191� 33.90' «
` _ I. m
,• �;� _ ,..- -�,�-� 3054
,,LL'j/ 611AT
r
% / \ 4y k2 / `V J8 q 1Bii'oo 1 d
� I
LIfiL N F0 114 EG S. g,SJ•� .� ♦ a a S •'( '
L! 550'5504 w EBE 55 Is '$m, _ p��-ff ,' � s �1 00
LP 541150 E 5J.90 `� ' f 1\£ i9•p0 ' 2,N 3+� 'r•/ +� �g� `I
L9 0 0,9045 E 81.18 �•
110 Nanou W 51.18 c
L1 salsos t 14.30 1- 1 -` o \ _
1 S73J1 JJ]w 8.49 _ +_ -- 1111x,
04 N 1e4.55 E 2535 J O ,I
H5 NIB 55•E A85 -
8 N 290 0•W 39.11 RCS
] 563 41][ 3065
118 _ N B52'25'E 2055 �.�•/~ 10 11871 w CYy 8 J� U I 81 Lt9 N 58181 E D.T9 tT --S T7]1J C3�8 • ! J$\W
L20 9TT{T3SE MIR D+p,
L21 woos E 48.7a N 73'31'37'E 1r..Rts' 1 1
uz stz•4z 36 E .,.60 48.35 w,Ba
L43 5211,'1 E 1J.SJ NEREtCFORE 0E0iCnlEp ]•5T `, 3e t !
L41 5,8Ra2]E 34.44 515` , ,g 6s1// 1'i+.q• `•p��e`� I\ / 1
LM slBZa a3[ 34.44 AA•51.59'R�183.00 ,1r �,i i..r
L. N 16'48 w 21.4] 08-N 81'3813'EJ
I.z]
L48 5 48'14'55 W 45.99 �-,LL...._
z9 s ea'aau w a.ao j I:'G ��.`"!\, w�]e3m \\ / �ec ♦'�
.3c s aaas'5s w r.oD $�i ' \," C ` lg / i�1 J
N 15'25'11 W V
L32 S
-141-1 1.10 /^~ _ ``�L \ �3 Qa, 1,"
LM NN'245 E 20.21 z\ \\W 4'\\
L3l S 45R810 E 11.88
135 S 3021'24 w 35.5{ a\
L. s Sal (•.)
L37 S132'W 20108 I T__
Lae 5 nssz w 3944 IN .2
L 92 x\,.
39 N JOS J
L41 Y M.'If W 3162
L42 V OB 3a 10 W SB.4 �£ •' $. ` E 851-
L43
L18 I9 E ZI.]S
L48.... 5 42R''JI•[ 195]
IeJ x art�w z�].a�3 � ..,•I!/ � 11\ J / / / ��I« g16}�
4i515'S J, / S /
3049 / ' N,�IIjLv1�P\A
.1 L9WDKIL MMO
MumxBIT �. c�s�� V
GLPVE - ARC RADIUS C,ION-WG
q 3],88 Ip00.W N 193000 E_
CO 3902 25.00 S 855]50'E NOTES:
__ 49.81 96500 N 309 N E t,SET 3/4`IRON PIPE(1-1/4.O.D.)WITH PLASTIC
CB 21.11 935.90 S 9010N III CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE
C9 39.57 21.03 S O4m w ON SHEET ONE.
Gt0 10235 VO. 9 D54,B w
Ct 30.36 25,00 S I'J810'E 2,A BLANKET PUBLIC UTUTY AND DRAINAGE EASEMENT IS
Ct2 J I, 45.00 N RI t W HER ORANTEO OVER ALL OF LOTS 3034 ANU JO55
C13 31.72 23].00 S 69151 W EXCEPT MOSS AREAS SHOWN WITHIN SAID TOT AS(ERE)
CI4 02.17 117.00 N 219 53 w *EXCEPTION TO BLANKET EASENI LOTS 3054 AND W55
CIS I11I 2]3.00 N]11011 E SHALL BE GRANTED TO THE 110MEGWNER'S ASIRCAMN.
C18 ,155 233.00 N 66501'E
CI) 28.95 1a8W N JS'SIR1 W 4 4 RENSE UNIT NUMBER 15 TO 14 JB
CIB 159 16500 x{Pa120 W
1 3/18/08 REVISE UNIT NUMBER 14 TO 15 JB
2 3/14/061 PER RENEW JB
Mo*EST 1 2L20/06 REVISED UNIT 13 PHASE 4 TO UNIT 10 MEN
TEONC PREPARED FUR. --.
•FOR BUILO!N!G RESTRICHONS AND EASEMENTS NOT SHOWN I TEDNYNC/IL 12/15/05 ISSUED MFK
HEREON,REFER TO YOUR ABSTRACT,DEED.GUARANTEE CONSULTANTS'INC. PASQIINEIJ-ME COMMONS LLG NO. DAZE DESCRIPTION BY
POLICY AND LOCAL ORDINANCES. .•
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY
DIFFERENCE AT ONCE. I� `'0B N0''265-'° Y M[=_� SHEET 2 OF 3
FINAL-PLAT- ---- P.I.N.02-11-400-002
DINNER GRANDE RESERVE UNIT 18
IN ACCORDANCE MM 114E PLAT ACT 006-1276 IRIS
RAT HAS BEEN RWITIEO FOR RECMN6 BY:
BEING q F THE THIRD OF PART OF THE SOUTHEAST 41TED ER OF SECTION 11,TONNSIIIP 07 NORTH I..RANGE]
FAST OF THE THIRD PRINCIPAL MERIDIAN.IN THE IRJITED CITY OF YOPo(L4LLE,KENOALL COUNTY,ILLINOIS,
OWNERS CERTIFICATE
-- STAN OF ) _
55
CVum OF _)
NIS IS TO CERTIFY THAT PASOUINFLU-ME COMMONS,LLC.AN ILLINOIS LIMITED LIABILITY CORPORATOR,IS 111E
FEE SURE OWNER O THE PROPERTY DESCRIBED N ME FORECOR,SURWTOES CERIFICATE AID HAS CAUSED
NE SAME TO BE SURVEYED,SUBDIWED,AND PLATTED AS SHOMN HEREON FOR ME USES AND PURPOSES HEREIN
WT FORM AS ALLOMED AND PRWOED FOR BY STATUM AND ODES HEREBY ACKNOMI2DGE AND ADOPT ME SAME
UNDER ME STYLE AND TITLE THEREON INDICATED.
KENDALL COUNTY RECORDERS CERTIFICATE
STATE OF NUMCIS ) ME UNDE9SGED YFAEBY OEdMRES FOR AMC HE DISC THE LANDS ER FOR W MS PLAT FOR MWQiCHFMES.
SS S1IHEER.ALLEYS AND PURIC SERWOS: D HEREBY AL4D fESENWS fpll MY ELEC/RKC OAS.IELFPHONE,CABLE
RUNTY O NENDALL) N OR OTHER MECOMMUNICATON COMPANY UNDER FRANURSE AGREEMENT mM THE UN TO
aTY OF YOFRVALE,
HIDE SUCCESSORS MD ASSIGNS,SW EASEMENT PROMSONS RIICH ANY STALED HERCQI.
MIS NSTRUMENT WAS FILED EDIT RECORD IN THE RECORDER'S
OFFICE OF NVADA L COUNTY,-..,%ON NE__DAY OF TH E UWDERSNR'IED FURTHER CERTIFY MAT ALL O ME LAND RK1000 IN M5 PLAT DIES MT`NIN ME BOUNDARIES
AD.,20_AT-O'CLOCK--.M.AND WAS OF YORNNLLE COMMUNITY UNIT SDIo0.NSTRICT 115
RECORDED IN BOOM__DI,PLATS ON PADS
DATED AT THIS DAY DE_._-_700_.
PA��wF -ME COM;OLLS LI_
RECORDER O DEEDS
CIMPORAl1W NAME
CITY CLERWS CERTIFICATE ADDRESS:5:5 PJ AINFgsn ROAD
STATE OF IWNDIS )
)� MALES
COUNTY OF KIFNDALL) EASEMENT PROVISIONS
APPROVED AND ACCEPTED BY THE MAYOR MID CITY COMM O THE
A NONEXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION M�prANOaK r-eat+]
AT A ETTr OE HELD NIS nUN06,A ORDINANCE ND.--_ _ AND OTHER PROPERTY'WITH ELECTRIC AND COMMUNICATION SERVICE
AT A MEEnxc HELD MHS nxr a'_ _-,20._. IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH ev: ------------
ILLINOIS B.k.B.ILL INOIS BELL TELEPHONE COMPANY,GRANTEES, PIE9DENr _SF-_I EMRE
9RCTWE 0C41afE9.SUCGft9OTe MDM&ONE ADMLY AND BEVEx.YL•10O)-OPF'MTE.REPAP.MATT
MODIFY,REMA MUCT,RERACE 9LPPIHAFIHi,REROUTE AND RL MOVE,FROM TIME ra 1ME PIXSB,GUYS,MCHI MMES.CNKkS.
CITY CIERM -- -_-- OMMO6,MMNOES.TWl9FORNFAB,PEDESTAR.EWIPMErvi CININE3 OROMFR FAG LT EY MBED IN COwMEGTKN WTH (PRINTED NAME)MESONT-_� , INTFD NAME)SECRETARY
UDEI-.TR II.-AND GIBIFMATIGN O ELEC1N ,CC CAT'GNS,."",,ADMRNA9 x,W[R.UGM,ACROSS.
NON.AND-ME 3URFPtE Of ME PROPFMY SHOWN mMIN THE OABHEO OROOF TD INET W A—ANMI IOx N'RAT AM
MARKED 4ASNENI-,VDUTY EMMIENI',4UB00 uTUIY EABENENi•,4.LLE'Id;THIN INARN MB.ME FROPERTY DE9X;RNATFD IH 11E
Offl/MTON_mFndAMUIMIG _,NHxATM'OOMAPFaINm.uVNFMUIE-SIm0TRMV T1e RAT AB - ............. ....
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IGGETIERWNTMKICFTMINV&LMWIREDBMmMe NECTldxuroMRTrRa MOFEnGILOTANOCGMMONMF M NOTARY CERTIFICATE
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COUNTY CLERK OF KENDALL COUN .LONGS, GRVGTI L-(NA da.19NNATONNTIERATAD NAFFS D4ABE-E.-RETY-AMINF'.'PUB000MITY-EMENT.P'C-
W HEREBY CERTIFY MAT MERE ARE 140 DELINQUENT GENERAL TAXES.NC b, N1dAA9M ),WTWUTNEMORWRGTJNoON9FNTOTE GPMIEE9.AFTER IN51A4HW OANa SUCH HAALF.E9.THE I -----__--_�A NOTARY PUBLIC IN AND FOR ME COMITY
UNPAID CURRENT TAKES.NO UNPAID FORFEITED TAXES,AND NO RII ABLE GRATE OFTHE90BDMRGPROERTYSHALNOTBEA..IINAMANEReOMTOINIEArt NTHT MP OPEWT AND
TA%SALES AGAINST MY O THE LAND INOLDED M THE PUT NEREM DRAW I MANnTUNDE 1fEREO. AMID STATE AFORSAD,W HEREBY CERTIFY THAI
FUNNM QI-MAT I NAVE REGBWD 141 STATUTORY FEES IN CONNECDOM InE IENU Y:OMNOx ELEUENrs'SlAU MEMFANNIV.IHURMFOt-TMMNTIE•DONGGAWUMFYgPL'NIYACI'. PFR9dNILY KNOWN To ME TO HE THE MIT
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OWN UNDER MY HAND AND SEAL O THE COUNTY CLERK AT YORNVRLE, Fw1NNENt OF MYIILN ISMEaFRW KAMME 0RASMAI RNnUMAENr rOMISEPARAT6L1OVAEDUCT IT N'4t8WNE 9mINn LIE TARS DAY AM ACKNOMIEDGEO MAT AS SUCH OFF'CERS,HEY SOJEO AND DCUWRED IF SAID INSTRUMENT
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COUNTY CLERK
UNITED CITY OF YORKVILLE NOIARY PLA.E
EASEMENT PROVISIONS
CITY ENGINEER'S CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT
STAIE OFIWMOS ) ._HH,GLU.IW EASEMENTNI�YI lRl1NIDfMAMOWNTEDTO58LL ARIBtlTECH.NIWUCOMfD.dOKa ANTE VILE OTHFA
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UNITED CITY OF YOFMILE,1LLNITS,NIS-----DAY O__.-___.700_ ME OCCUPATION AND USE OF THE NDN.aM•ADSW EASEMENT HiNE CROWED AID RI-M-1'"I ME AGCVE NAND MPREB BY
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--- ----- MOONE wSUCH NFH SOMNOTrOIN1ERFMEmMdMIME CROBTURR
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STORMWATER MANAGEMENT EASEMENT PROVISIONS -
ALLC, H1ISHE:Rtiw IEBEaLEO FOHMO aenxMiH TO MEUN MoCITYOFYONVILLE AMT rOIr89U:CtSeCNBANDMMGNA.OVER .
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CHANMAN
SURVEYOR'S CERTIFICATE
LANDSCAPE BUFFER EASEMENT PROVISIONS SIATE OF IWNOS A
UxrtEDG1YO VOO(WLLE.119 9UC�990RS.LCON9FE9 AD A.SdE,ARE HEIEBYON@NPJSEMENi R GHIS GWMALL AIFASW
CITY ADMINISTRATOR'S CERTIFICATE I S.S.
STATE OF IWNOS ) THEPUTNAeODWD APf EUMMFAB ATF TONBFALRAHT.MANI .1NPPECTRMAO AN.FPIACETIEES SIaIa4, COUNTY OF MEADS)
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VEBETAnOM hEIB,gW0.1ElN.EPT TO PFPV+CE OEADOR019EA.4E0 W0ETATON WITH LIKE VEOEFAnONH WMOUI TFE MFRIEN SURWYING CORPORATION NO.I84-0029H7•HAW SURWYED AND SUBDIVIDED ME FOLLOMNG DESCRIBED PROPERTY:
A,MOWD AM ACCEPTED BY TE CITY ADMINISTRATOR OF ME AU"Cq OF NNE UNTO OTY OY'OUCWLIE
UNITED CITY O MD LLE ILLINOIS MIS--LAY Of __200- r GAGA PO MEIm,e+ry SHALL pE FERPF1UhuLV RE91H)XaIdE FOR ME PPOER MNMENLAAIO OF THE LU4oeCArt tlUF_'. MAT PART of ME SOUTHEAST WARIER O SECTION 11,TOMINSIP 37 NORTH,RANGE 7 EAST OF THE'NIND
EASEMENT THEM MDAPNRRNNICEB PRIHUPAL MCFDIAN DESCRIBED AS FCLLOWS:
CITY MMNlsmntm PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS COMMENCING AT A FOUND FROM PEE AT THE NORMEMT CORNER OF ME"W MEAST WARTEN OF SAD SECTION
GTrO-LU,ITBB000el ,LIONaFEa ARD Assgxe,ARF IEREry dVDN EA9BAFNi PoOHTS OWRAL MENOn 1;THENCE SWAP OI DEGREE W MINUTES 45 SECOND!EAST ALONG NNE EAST J O SAO SOUTHEAST QUARTER
THE En TEDE81fwVl EMFYEM'.4NE(PALL EIeLHExI'.%UEBMIM Aa BFtE TPNLEMFMENI.OR9rOWwARR O SECTION 11 A DISTANCE O 03r.05 MET FOR TE RAM O BEGINNING;TIERCE COHTNUING SCUM O DECREE
MNNGFAEI4T eMEMENi'.TO CCNe1RDt.INQTALL PECON9TAIGT.REPAIR RFAIOW.IERAQ,11laPECT.MNMAM AD OpNNT! OD MINU7E5 45 SECONDS EAST ALONG THE EAST DIME O SAID SWNEAST QUARTER O SECTOR 11 A DISTANCE
KENDALL COUNTY RIGHT TO FARM STATEMENT P-nEaiWMN AD BICYOB TMIIB.MVEDORNPAVE➢.ION THE U6EAW erMDYMenTOMf GBEaFLPRq.TIE ABO.F WMEO O 01.92 FEET TO NNE NORTHERLY UK O ME LOM40NMEAM ED"COMPANY ACCORDING TO DOCUMENT
IEEMYGMN1FD 11Eµ0N7 TO ENTER UPON EMEMENIS HEREIN DE9CPoBED PoRTNE USE9IEREINaEi FIDRTn AROIIIE NUMBER 13-SOBS TIERCE SOUTH 73 DEGREES M MINUTES 37 SECONDS W"ST ALONG SAID NORTHERLY LINE Y8.41
HOnCE: wGHT To CUT MM,OR MMVK My &A&SNIMBB OR OTHER PLANTS WTHN THE EABEtEAT NEAR HExLN OLMIED WHCH FEET TO THE EASTERLY WALE O GRANDE RESERVE UNIT 14.BEING A SUBOIWSOI O PMT OF SAD SECTION It,
KENDALL COUNTY HAS A LONG RICH TRADITION N AONOULMME AND RESPECTS WIlUFfi WI HNFOOKTRLDTION,N9TALAIIW,RECOn9INVCTGN,rEPAIRREUOVALH0i1.ALSRSHT,mSw ,M111ENME£
ME ROLE THAT FAR C CONTINUES TO MAY IN SHARNC ME ECONOMIC NANppPE OHTFEIECT Np1pANRA 1CRRVRMPNENTBULDINGB,InMKTU1ESd-TRFRan85WYLE1UA WOR OLf3R ACCORDING TO T#PLAT THEREOF RECORDED __.-_-�AS ALONG NI NUMBER
MAMDTY O ME COUNTY. PROPERTY MAT SUPPORTS MIS INDUSTRY IS 34IO EABEAEMITIMAT INTERFERE MNMKKMTS IEAIFIN OPNTHt MINCE NORTH 00 DECREES M 4NUlE0 M SECONDS EAST ALWO SAD EASTERLY
INDICATED BY A WRING INDICATOR-A-1 OR AG SPECIAL USE. ANYONE DINE 185.66 FEET;THENCE NORMEASTRLY ALONG SAD EASTERLY LINE O GRANDE RESERVE UNIT 14.OUNG
CONSNLICTNG A RE9DENEE OR FACILITY NEAR MIS ZONING SHOULD BE AWARE ALONG THE ARC O A CLRW CONEAW TO THE NORTHREST,HAVING A RADIJS O 10100 FEET,HAVING A CHORD
MAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, BEARING OF NDRN BI DECREES 36 MMUTTS 13 SECONDS EMT.A DGTANM OF 51.59 FEET TO A PORT OF
OUST,SolM KOIS£.AND UNIQUE HORNS OF OPERATION MAT&RE-bBILMIKAL
p rR ZD NG ARFAP M.35 FEE THENCE NORM 13 DEGREES JI NINNIES 37 SECONDS EAST ALONG SAD EASTERLY LINE A DOETANCE OF
K.35 COOT;THENCE NORM 18 DEGREES 26 MINUTS E T RECONDS
ALONG MESH M7 SAID EASTERLY DINE 1THEN EMT.
THENCE YORE)J DECREES 15 MINUTES 42 SECONDS EAST ALONG SAID EMIE S IF1E 103.50 MET-.THONGS
NORTH 38 DEGREES 25 MOON 22 EST SECONDS
ALONG FAST ALONG SAID EAEIDo DINE.N SEEP NOR NORTH NORM S 1.
DEGREES SDI MINUTES 29 SECONDS MESH ALONG SMO EASTERLY LINE 9330 FEET.THENCE NORM 41 DECREES TS
SEC MINUTES LI ST AL OS HEST Aa1G SAID EAOF GRANDE LINE 272.11 MET;NI T4 A D NORM SS DEGREES 41;MUTES W
SECONDS EPST ALONG SAID EASTERLY LIRE O GRANDE RESERVE UNIT 1{A DISTANCE O IOS.IB FEET;THENCE
NMM NI DECREES IS.AILFTES 05.SE"OS_WEST_ALON4.SAQ.E95IEBLYLE�JI,W FEEL_A.,NORM 49
<. MORTGAG`OR'S CERTIFICATE '°"""' •' ,..,,� - OOWF[T RTIRDI[S75 SECONDS EAST 181.58 FEET,T HENCE SOUTH 41 DEGREES 15 MINUIES 05 SECONDS EAST
STATE OF-_-_ ) • 75.34 FEET;THENCE NORM M DEGREES N MINI 15 SECONDS EAST 30115 FEET TO ME PRA¢O BEdNNINC;
COUNTY OF �_))SS N HI TOYNSHIP•KENCAI COUNTY.RL U&
HOLDER OF A MONTCAGE 914 THE PROPERTY DMCR!BEO HEREIN, ME FORMER ORTFY TH AT NO PART O ME ABOW DESCRIBED PROPERTY IS LOCATED NNIN A SPEAL FLOOD
HEREBY CWSE TS TO ME MCIITON AD REDMOND OF ME AHOW AND FdKOONC RAT O SUNOM9ON AND HAZARD AREA M IDENTIFIED BY ME FEDORA EMERGENCY MANAGEMENT AGENCY BASED W In 1103-1-00200,
HEREBY SUBMITS ITS MORTGAGE RECORDED _ --M DOCUMENT NUMBER DATED.AAY 18.1902.ALL O TE PROPERTY K LOCATED IN ZONE C.AREAS OF MRRIAL F,OOdNG
-_JAI ME OPICE O ME RECORDER O DEED", COUNTY,IWNdS,IO ALL O
ME PRDMSWS MEREO.
KE NETHER CERTIFY MAT M£NACU SET ALL 5U(DIM9dd MONUMENTS AND DESLFBEO THEY W MIS TIROL
N mMES'S MNEREO,ME SAID_ HAS CAUSED NIS NS'WMENT TO BE MAY AS REOUIRED BY ME PLAT ACT(KUNCIS WM9[D STANTES 1971,CHAPTER IN SECTION 1).
SIGNED BY ITS DULY AUTHORIZED OFHCERS ON ITS BEHNS AT
-..,NIS TAY OF_-___-_ 2O__.
C FORMER CERTIFY THAT THE O CITY o SXOMI LE THE RAT HEREON DRAWN IS SMA1E0 MAIN THE
CORPORATE UNTO O THE UNTIED CITY O OF NE IE, OS MU MHICH IS ODE A SAM ND SPECIAL POM[AS
BF.__- ------- AU THORNED By OMSIW 12 O ARTICLE Il OF NNE TLUNds MI1MdPA CODE M MENDED.
ME FURTER CERTIFY NAT THIS PUT AND SUBOASON MEETS ME CURRDIT REQUIREMENTS OF A BOUNDARY
PRINTED NAME MO TITLE SURWY AS DEFINED By STATUTE
ATTEST, OWN UNDER MR HMO AND SEA AT NAP'RMLLE.ILLINOIS,THIS-DAY O_ AD.,1oD-
PRINTED NAME MD ME
STATE NOARY CERTIFICATE)
;ALOOF
COUNTY O ))58 RUSSELL W WSEN P,LS./1)10------ FROFEmGaLL
MCE PREMMINT lANDBUWEYON
I,_ __-.A NOTARY PUBLIC N AND FOR THE COUNTY
DENSE FOIRES 11/30/06 KG 1EGEEFIS
-- AND STAIE AFORESAD,no"'T" THAT_ 4AlNVµLEM
AND PERSWNIY XTOW TO BE ME
4 4/6 OB REMSE UNIT NUMBER 15 TO 14 JB PRESDENT AND SECRETARY O--- AS SHOWN ABOVE,APPEARED NST M BEFORE ME aa9cY
1WI DAY AND AdtNO'MEDOO MAT AS SLDN OFFICERS,TH EY FOTED AND DEUVEWED ME SAID INSTRUMENT AND
3 3 6/O6 REVISE UNIT NWUMBER 14 TO 15 JB CAUSED THE CORPORATE SEAL TO BE AM" NERETO AS THEIR FREE AMD VOUNTARY ACT MC AS ME FREE AND AF 6KLA
2 J 4/06 PER REVIEW JB YOLUNTARY ACT O SAID CORPORATOR.FOR ME USES AND PURPOSES NEREIN SET FORM, n5 BNIEO
1 2/20/05 REMSED UNIT 13 PHASE 4 TO UNIT 18 MEN OVEN UNDER MY HAND AND NOTARIAL SEAL MS__DAY O 20_ 4NW
DRUM A.BRUCKEI.MEYER,P.LS./2450 �MFJ�SONA�I
12/15,005 ISSUED _ MLLE PRESIDENT AR 9wao'HLB
NO. DATE DESCRIPTION BY NOTARY PUBUC U-SE F)w RES II/30/06
�PERV ALES
N ��MSL � PREPARED FOR:
•FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSUL ANTS,HNC
HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE YdR. PASWNEW TIRE CwMOIIS L.L.C.
POLICY AND LOCAL OROINANCES. n
•
COUP FEARE ALL POINTS BEFORE BUILDING AND REPORT ANY -MR MuadH�Lae°°PTA�i,K - ,;LLB xa:S6S-140 mA1N eY: SHEET 3 OF 3
DIFFERENCE AT ONCE. -----
Cor50 UNTIED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560
630/553-4350
PC# 1
APPLICATION & PETITION
Please Check One: Preliminary Plan
�G Final Plat/Pr*J.
ment Name:��� � 5 Date of Submission: „\
Development 3 _ 'Ct+►�Gaw,�.an s J
� 5
1. Name of Petitioner(s): c,o 0-A r.aw S
Address: -r�3��- �lGt',{�'� dc+ ,�.,e+ { 5�c t�✓rl'ta ,.b�,� (L LaSz.�
_ Phone Number: Fax Number: 3�-st53S
2. a). Street address and physical location of subject property: .SAC t d(- l u 4 1 Ad d
A
lb x.�. ��x 30�C KA#t At��.,
b). Legal description of property; attach as Exhibit"A".
c). Total Acreage: 6.1" ac_-
3. Contact Information: Name, address,phone number and fax number of person to whom
inquiries regarding this petition may be directed:
5caavtNG"�Lt £�'�C4rdtel,iLc� Ga�vT44T ?-tc4 Atb. L, 10 o.
Attorney: Name: J 0 Ja K l G c d►v a.�-�- Dow,.�,a..�,!"+v-k. $�LSbR.I cebf�•c GAG s"1'C.TD
Address:_.- l Z3 YW•�<� Nap�rvt l(� l i- �5�6
Phone Number: Fax Number: 1 -Re- 355 -"24
Engineer: Name: C4*4j ey Gilp a,�N/�Ss,J L.Ltl r•�- LTA �-[`CN : 1]t/`tG�'T't S�
Address: � Ao zxc- M-AscA ; 1 c- 60'4-3
Phone Number: -63e-2-5-6-15515 Fax Number: 63d -Zf0-` 4 d-
Land Planner: Name: J e.W toMl> D65+W A tit y-4 • -10"V4 N%A 12,0
Address: A,.6 tot,-1igA Gvt Si'+tZ' 4!744 Cu IC-4ka �6 a GS6
Phone Number: Fax Number: 73 - X63 -33l f
—_ 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.)
(&&A-f-�a �QS�r,a�Ecc,�,zy� tam-�-a..S CcC
n
Subscribed and sworn to before me this day of , 200 Is,
Notary Seal
THIS APPLICATION MUST BE NOTARIZED.
"OFFICIAL SEAL"
Avamane Duclik
Notary Public, State of Illinois
My Commission Expires 1=3/o9
Page 2 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
,
LEGAL DESCRIPTION
GRANDE RESERVE
UNIT 13-PHASE 5
PART OF NEIGHBORHOOD 3 -"THE COMMONS"
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD
PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PIPE SET AT THE NORTHEAST CORNER OF LOT 3047 IN GRANDE RESERVE UNIT 12 PHASE 2,
BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER OF SECTION 11, ACCORDING TO THE PLAT THEREOF
RECORDED _ AS DOCUMENT NUMBER • THENCE
NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET,
HAVING A CHORD BEARING OF NORTH 27 DEGREES 11 MINUTES 59 SECONDS EAST, A DISTANCE OF 273.09 FEET TO
A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST,
HAVING A. RADIUS OF 625.00 FEET, HAVING A CHORD BEARING OF NORTH 01 DEGREE 40 MINUTES 34 SECONDS
WEST, A DISTANCE OF 223.44 FEET TO A POINT OF TANGENCY; THENCE NORTH 08 DEGREES 33 MINUTES 57
SECONDS EAST 11.79 FEET TO THE SOUTH RIGHT OF WAY LINE OF SAID MILL ROAD, AS DEDICATED BY SAID PLAT
RECORDED AS DOCUMENT NUMBER
THENCE SOUTH 81 DEGREES 26 MINUTES 03 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE
OF 80.82 FEET TO AN IRON PIPE SET AT A BEND IN SAID RIGHT OF WAY LINE: THENCE SOUTH 76 DEGREES 05
MINUTES 46 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE 668.64 FEET TO THE WEST LINE OF THAT
PROPERTY DESCRIBED IN A QUIT CLAIM DEED RECORDED AS DOCUMENT NUMBER 200400014143; THENCE SOUTH 01
DEGREE 02 MINUTES 47 SECONDS EAST ALONG SAID WEST LINE 149.78 FEET TO THE NORTHERLY LINE OF THAT
PROPERTY CONVEYED TO COMONWEALTH EDISON COMPANY BY DOCUMENT NUMBER 74-1092; THENCE SOUTH 73
DEGREES 32 MINUTES 39 SECONDS WEST ALONG SAID NORTHERLY LINE A DISTANCE OF 838.98 FEET TO THE
EAST-MOST SOUTHEAST CORNER OF SAID LOT 3047; THENCE NORTH 20 DEGREES 18 MINUTES 51 SECONDS WEST
ALONG THE EAST LINE OF SAID LOT 3047 A DISTANCE OF 108.61 FEET TO THE PLACE OF BEGINNING; IN BRISTOL
TOWNSHIP, KENDALL COUNTY, ILLINOIS.
y
52 Wheeler Road • Sugar Grove, IL 60554
TEL:630/466-9350
FAX:630/466-9380
www.eshveb.com
Engineering
Enterprises,
Inc.
April 19, 2006
Mr. Joseph A.Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Final Engineering Improvement Plans
Grande Reserve Unit 19
United City of Yorkville, Kendall County, Illinois.
Dear Mr.Wywrot:
We have reviewed the Final Plat for Grande Reserve Unit 19 prepared by Midwest Technical
Consultants, Inc. and dated January 10, 2006. This plat corresponds to that area covered by
Detention Basin 10S that was previously reviewed with the Neighborhood 3 and Neighborhood
5 Mass Grading Plans prepared by Cowhey Gudmundson Leder, Ltd.
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
• An engineer's estimate of probable construction cost for Unit 19 should be submitted for
review and for future use in establishing the required letter of credit or performance
bond.
UNIT 19 FINAL PLAT
1. The unit number in the title should be unit 19 on all pages, phases are not allowed.
2. Points of curvature, points of tangency and Points of Reverse Curvature should be labeled
on the graphical portion of the plat, as the legal states.
Consulting Engineers Specializing in Civil Engineering and Land Surveying
3. The legal description should not contain language referencing phases (see item 1 above)
check current unit numbering and correct were necessary.
4. The legal description has numerous blanks for recording dates and document numbers
which will need completion prior to final approval of plat.
5. The last line of the legal description should read, "in the United City of Yorkville, Kendall
County, Illinois".
6. The statement in the Surveyor's certificate that the plat meets statute requirements of a
boundary survey should not be used since there are many items required to be shown on a
boundary survey that are not shown on a subdivision plat.
7. The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977, Chapter
109 Section 1" should be replaced with "765 ILCS 205/1"to conform with standard
certificate language for the United City of Yorkville.
8. The text"I further certify that the plat hereon drawn is a correct and accurate representation
of said survey and subdivision. All distances are in feet and decimal parts thereof." needs
to be added after the legal description to conform to standard certificate language for the
United City of Yorkville.
9. The Mortgagor's Certificate should have the bank name and full address added prior to the
recording of the plat.
10.A Special Service Area Certificate should be added if such an area exists within this unit.
11.Recording date and document numbers are missing for adjacent Grande Reserve units.
These should be completed prior to the recording of the final plat.
12.The first paragraph of the Surveyor's Certificate should read "...have surveyed, subdivided
and platted the following..."(bold text should be added).
13.Line work, leaders and text should not overlap and should be corrected.
14.The Point of Beginning should be labeled on page 1. Notes should also be added to same
stating iron pipe set and northeast comer of Lot 3047.
15.Lot 3047 should be labeled on page 1.
16.Text should be added to state intended usage of Lot 3048.
17.Text should be added to state"Heretofore Dedicated Right of Way" or"Hereby Dedicated
Right of Way"for Mill Road adjacent to this unit. The legal description states Mill Road was
dedicated by a previous unit and if this is the case, a document number and recording date
should be added prior to the recording of this lot.
GAPub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docsUwywrotGRUNITI9-01 plat.doc
18.Line 20 of the legal description states "East-most southeast comer of said lot 3047"should
be changed to read "East-most comer of said lot 3047".
19.Two concrete monuments are required to be set at the extremities of this unit per
"765 ILCS 205/1" of the 1997 compiled statutes (one is depicted on this plat).
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,
ENGI ERING ENTERPRISES, INC.
William E. Dunn, P.E.
Senior Project Manager
Mark G. Scheller, P.L.S.
Project Manager
pc: Bart Olson, Assistant City Administrator
Travis Miller, Economic Development Director
Rick Murphy, Pasquinelli Homes, L.L.C.
Jim Wallin, Pasquinelli Homes, L.L.C.
Dwight A. Trostle, CGL Ltd.
JWF, JTW, EEI
G:\Pub11c\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docsVwywrotGRUNITI9-0lplatdoc
BASIS OF BEARING FINAL PLAT P.I.N.02-11-30M12
REGDRDEDP AT DF SU"'T'BONS" GRANDE RESERVE UNIT 19
OF GRANDE RESERVE UNIT 7
BEING A SUBM SION OF PART OF THE SOUP EST QUARTER AND OF THE SOUTHEAST OUARTER OF SECTION
AREA BREAKDOWN 11.AND OF PART OF THE NORRINEST QUARTER OF SECTION 14,TOAAISHIP 3]NORTH,RANGE]EAST OF THE
OT 3058 6.156 ACRES---- 26],]80 30. FT.s THIRD PRINCIPAL MEIBOIAN,M THE UNITED CITY OF YORWLLE,KENOALL COUNTY,U-14019. - -
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NOTES: 1 2/20/06 REMSED UNIT 13 PHASE 5 TO UNIT 19 MIX
1.SET 3/4-IRON PIPE(1-1/4'OX.)1MTH PLASTIC
CAP AT ALL 101 CORNERS UNLESS SHOWN OTHERWISE 1/10 05 ISSUED MEK
0H SHEET ONE. 70- DESCRIPTION BY
2.A BLANKET P—C UTILITY AND DRAINAGE EASEMENT IS _
- HEREBY GNANTEO OMR All F.TIMS OF LOT WAS MIDWEST
NOTFe, �. �RE:PARED FOR LIP•FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN i.LOT 3W6 SHA1,1 sE CONKYfO iO ME URITED arc aT TECHNICAL
HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE YIXtKNLLE. CONAR•TANI INC. LL
PASOUINM MLL CRO54NG L.—
POLICY AND LOCAL ORDINANCES.COMPA.tE ALL POINTS BEFCRE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. N..enc uxos __ __ SHEET 1 OF 2
FINAL PLAT P.I.N.02-11-300-012
�N
ER: GRANDE RESERVE UNIT 19
IN AC COROAKE WITH THE PLAT ACT 0364538
THIS PLAT HAS BEEN SUBMITTED FOR BEING A SUBDIVISION OF PMT OF THE SOUTHWEST CNIARTER AND OF THE SOUTHEAST CWARTER OF SECTION
RECORDING BY: 11,AND OF PART OF THE NORTHWEST OUARMR OF SECTION 14,TOWINSVIP 37 NORTH,RANGE 7 EAST OF THE
THNO FRINCRAL MERIDIAN,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS.
OWNERS CERTIFICATE
cc
j EASEMENT PROVISIONS
A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION TIAS IS ro CERTIFY MAT PASOUHEULI-MILL CROSSING U.C.M WNGIS UNITED UMIUFf CORPORAIM.5 THE
AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE FEE SIMPLE OWNER OF THE PROPER"OESCRI9ED N ME FOREGOING SURVEYOR'S CERTEICATE AND HAS CA USING
IS HERFRY RFRFRVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH ME SAME A BE SURWVEO,SUBONDED.AND MATED AS SHOWN HEREON FOR ME USES AND PURPOSES HEREIN
ILLINOIS Ek.a.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES, SEI IOITN AS ALLOa�D ABED PROWLED IM GY c 71ITT,AIM DARE-HEREBY ACHNOMECSE AND ADOPT ME SAME
KENDALL COUNTY RECORDER'S CERTIFICATE THExESH.cINW ECIWFRS SIx%EaaCHO AMANIONS.JOwIIANDIMEAS NLVroCONSMUCTEJERAIE,EPnN WNTAN. LLDOR THE STYLE MD TILE MUSEUM INDICATED.
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(PRINTED NAME)PE90ENI (DIETED NNE)gOETARY
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AM THE PLAT HENEN DRAWN, SAL 0IEIEDr RESENWO HOW AND OPwNED TO THE UNITED CITY OF YOM.v-ILLNOT TO CONNTMOT M M5 DAY AND AMMOWEEM,FD MAT AS SUCH OFEWI THEY SIGNED AND DWYERED ME SAN INSTRUMENT
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CITY ENGINEER'S CEERTIFIC.ATE
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55. MNEO Sv OMM ENTRIES FOR WHICH IRTCH UMAENIE AE GRANTED AND EYTVED M CR0901N0 ANO E[RDN6W d M
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CfR1KY MAT ME ME ED EIEWWMENTS HAYS BEEN INSTALLED OR ME 01110E OR MPM(W atVDEM SURFACE CMIFBDE PATTBNA.
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CITY ADMINISTRATOR'S CERTIFICATE
STATE OF'WS )
)R SURVEYOR'S CERTIFICATE
CUE-K KONG-)
STATE a II.IMR]s )
APWRMD AND ACCEPTED BY ME OTY ADMINISTRATOR OF THE )SS
COUNTY OF DUPAOE)
UNITED CITY OF YOMNLLE.ILLN01S•T1A5_DAY OF--200-
MIS IS TO CERTIFY MAT ME.MOWEST TECH NICA1 CONSULTANTS INC_PROFESSIONAL DESIGN Z E NRM-LAND
CTY ADMNIS BATOR ----' SURVEYING CORICRAICN M.MA-002037.HAW SUAWYED M3 SIRDIMOED ME F'OLLDMNG DE-BEO PROPCNTY.
MAT PMT OF THE SOUTHEAST WARIER OF SECTOR 11.MBN-P 37 NORTH.RANGE 7 EAST OF ME THIRD
PRINCIPAL MERIDIAN DESCWEED AS FOLLOWS:
KENDALL COUNTY RIGHT TO FARM STATEMENT BEGINNING AT AN IRON PPE SET AT THE NORMILAS1 CORNER OF Wl M47 N MANGE RESERVE UNIT 13•BEND A
NOTKE: SUMOSION OF PART OF SAID SOUTHEAST WARTER OF SECTION 11.ACCORDING TO ME RAT HEREOF
KENDALL COUNTY HAS A LONC,RICH MADAM IN AGRICULTURE AND INSPECTS WOO ROED AS DOCUMENT NUMBER_ _THENCE
THE ROLE MAT FARING CONDONES TO PUT IN SHAPING ME ECONOMIC NORTHEASTERLY ALONG THE MC OF A CORK CONCAVE TO ME NORTHWEST,HARING A RADUS OF 20000 FEET.
NABUTY R M-I INIOPEAIY THAT SLPPNT5 T9a INDUSTRY IS HANNC A WORD BEARING OF NORM 27 DEGREES 11 MINUTES N SECONDS EAST.A INSTANCE OE 27 O FEET TO
BIOCATED BY A ZONING INDICATOR-A-H OR AG SPECIAL.LINE. ANTONE A POINT OF REVERSE WRVAMIW;THENCE NORNMY ALONG M AE OF A CUBA p71NCAW TO ME EAST.
DOFBENUCTWO A RESAND"m OR EACMM MEIN TICS MIND SHOULD BE AKAE HA NO A RADIUS U 835.00 FEEL HARING A CHOD BEARING O HOLM O DECREE 40 MINUTES N SECONDS
TINT NONAL AGROU."Al PRACTICES MAY RESULT N OCCASIONAL SMELLS.
OUST,SIGHT$•WISE.ARID UNIQUE HOURS OF OPERATION MAT NEST,A DISTANCE U U.14 FEET TO A PONT U TANGENCY:THENCE NORTH 06 DEGREES 33 MINUTES 57
IN OTHFA zON do AREAS MORTGAGOR'S CERTIFICATE SECONDS EAST 11.79 FEET TO M SOUTH RIGHT OF MAY UE O SAID MILL ROAD,AS OEOCATE'D BY SAID PLAT
STATF OF_ ) RECORDED___-- AS COMMENT NUMBER__
ss TUNLL SOUTH D OEOREES 26 ED NTES 0.T SECODS EAST ALONG SAD SOUTH RIGHT OF MAT LIKE A INSTANCE
OMINtt a ______) OF NO III FEET TO AN IRON PIPE SET AT A BEND N SAID.-IT WAY UNE:TENCE SOUTH M OEOREES tl
GC rn ME IYROrEATV OESOASEO HEREN, MINUTES 40 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY ME 5-64 FEET TOM WEST LINE OF MAT
WHEREBY CONSMITS TO M EELUT�ON AND MCORONC O MA MOW MG FOREGOING PLAT OF SUBMASION MO PROPERTY DESCRIBING N A WIT CLAIM DEED RECORDED AS DOCUMENT NUMBER Z00400DIII/x INEMX-01
.. _ ..:.��._� ...,•,• _ - HEREBY 9J9YI7 ITS - AS DOCUMENT NUMBER
P.r c-W4 •A:c Y: __JN NE O FCE NE RECORDED of ____ 11R 05,A ALL O DEGREE 02 YWVIES 47 SECONDS EAST ALONE BEND WEST UNE IN.7e MET TO ME NORTHERLY LINE U THAT
ME PROTI THEREOF, FgOPERl OONWYEO TO OINMxEUTH 111-COMPANY BY--T NUMBER T4-t G9i;NOTICE-1 TJ
NORMS 52 MINUTES A SECONOS WEST ALONG BARD NORTHERLY LINE A OSTAHM U 8X98 EET TO THE
N MME$WHEREOF,ME SAID__�_ _ HAS CAUSED THTS INSTRUMENT TO BE EAST-WO57 SOUTHEAST CORNER OF SAID LOT 3047;THENCE NORM 20 DEGREES 18 MINUTES 51 SECONDS WEST
SOED BY ITS DULY AUTHORIZED OP OURS ON ITS BEHALF AT ._ ALONG M EAST LM OF SAO LOT 0067 A DISTANCE OF IOBAI FEET TO ME PLACE OF EOIME;IN BRS-
TH5_-SAY OF -_.A_� TOWN9NP,NEMMLL Comm-OS
ME MR ER CERTIFY MAT NO PART OF M MOW DESONFD PROPERTY 19 LOCATED MORN A NPECIAL ELOOD
H,QMD MCA AS INNTIF10 BY ME FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON NO 170MI-002M
MID,JULY 19.1962.All OF THE PROPERTY IS LOCATED IN ZONE C.AREAS OF MINIMAL FLOODING.
PRINTED MAZE AND TITLE
E EURMER CERTIFY MAT M HAW SET ALL SUBOIN90N MOMWENTS AND OSdBEO MM ON THIS FOAL
Amr. _____� MAT AS REQUIRED BY THE RAT ACT(ILLNOIS RENMO STANIES 1971,CHAPTER IN MOTION 1).
-_-- -_----- ME FURTHER CERTIFY MAT M PROPERTY SHOWN ON ME RAT HEREON DRANK IS SIMATED WTHN ME
___ CORPORATE UMIIS OF TIE UNITED ARTY OF YOR AT.U.ILLNOS,WHICH IS EXERCISING ME SPECIAL POWERS
PONIED NAME MD TITLE MNORZM By OIVISON 12 OF ARTICLE 11 K ME WINOS MUNIOPAL CODE M AMENDED.
BE M THER CERTIFY NOTARY CERTIFICATE SURVEY HE DEERTIF BY MAT TAMTE.MAT AND SURUM9ON MEETS M GWENT REQUIREMENTS OF A BOUNDARY
STATE OF___ I
COUNrv,OF ))SS OWN UNDER OUR HAND AND SEAL AT NAPERVILLE,ILLNOIS,DRS_DAY OF AO.,A0.
I, _ A NOTARY PUBLIC IN AND FOR TAE COUNTY
AND SITE A'OREBAD.00 H INI IDENTIFY MAT _-_
ANO PERSONALLY KNONN TO ME TO BE ME
AWWCHT AND SEOWFTANY OF AS SXOMN ASONE,APPEARED RFFORE ME
MIS DAY AND ADOOMIDCEO MAT AS SUCH omcnm MEY 90 3 AND DWWRUO ME SAO INSTRUMENT AND JyBfU'w.O
CAUSED M CORPORAIE SEAL TO BE AFFIXED THERETO AS MDR FEE AND WLMTANY ACT MD AS ME FILE AND
WLU47MY ACT O SAID CORPORATION.FOR THE USES AND PURPOSES MEN SET FORM. - SORE
RUSSELL W.OLSON.P.LS.I me WMRIB
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2 J 14 PFR RENEW A ,yN lRUC4F�P
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1/10/08 ISSUING YEN ORUO A.9RUCKEIAEYER,P.-/2436 O ILLNCIIT PA
ND. DATE DESCRIPTION SY PRESIDENT R 9�jpyE�ypR
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CONSULTANTS,INC. PAYWINEUJ-MW CROSSING U.0
•FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN LAN.t::-
HEREON,REFER TO YOUR ABSTRACT.DEED.GUARANTEE
POLICY AND LOCAL ORDINANCES. rr-"" °�.IDe m NO.:sae-I4o NAw 962 TREK
•COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY w•°0'0"' _ __
DIFFERENCE AT ONCE. ---'. -._.-_-_-- _._.
SHEET 2 OF 2
UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville,IL 60560 RECEN"
630/553-4350
PC#
APPLICATION & PETITION
Please Check One: Preliminary Plan
I✓Final Plat/Prat. aMt-
��c �-0
Development Name: 4A CL ite- l¢ Date of Submission: 2-
-A G
.W- I C .6arG.ed Z;
1. Name of Petitioner(s): P.*5zD 1A16U,l -PLAe-e LLc
Address: 535 V1'C1A-0 e Ad 4^c( � Sva� � . G✓il/a�,.b/bd,� IL
Phone Number: Fax Number: 3v St S d°f 3S
2. a). Street address and physical location of subject property: NDfAA9 6 rntr o� l
?vst-ate T Ti-a, l a�n�+ ulA�bl Qd Nanl�s,�. aF kA
.b1 W -nn�"A 3a4�' AMC-*t� 4"t-0�
b). Legal description of property;attach as Exhibit"A".
c). Total Acreage: 2.2.6 Sc-'
3. Contact Information: Name,address,phone number and fax number of person to whom
inquiries regarding this petition may be directed:
Ca iuo.-pfflk�
Attorney: Name: J dtt^ �k�i�,n c�►���-r Dcw,�,�.r••..-�. , ¢�s I Cob,-%.c a.-.d "4+LIn
Address: lZi PVC41 fit- Nap�rylfl� lL. �5G6
Phone Number: 1a 3a-35 S-5, Fax Number: 1 _ 3 5 S -59 2�
Engineer: Name: C Dww C7���p A,�,�� (.ffd L'�'� ,D'[`t1�1 I V^Iam 2 MLe
Address: -'2A� Ao z,c,_ 6c V/.> S v e rIYXI 2.r�s'. IT-Ase-A l t- 6,0
Phone Number: Fax Number: 63d ,Z%3—16 44-
Land Planner: Name: J eiJ CA- N-15 DGS,4 A) A-M�S , .jo+Av� 1.4 cr,0
Address: C&A%,6 cat,-AAJ--A Q✓WA 5-.d re' IidL i Cu aLdA-o 1v 6 d bSb
Phone Number: 793- 6 3_3 37� Fax Number: 77,3 - 763-33Z f
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: �t,6��•••., 7,ZaoG
Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner,
Petitioner's Attorney,Engineer)must appear on this application.)
(i4Geat+r Fns ��w�Ctc —A••�ta. c44s•1.4,.t� c.`c,
Subscribed and sworn to before me this of 200
Notary Seal
THIS APPLICATIONMUST BE NOTARIZED.
GR1NC`�Y
C C
No JANET M'S1r. : �. ..; roOls
TpRY PUBLIC. x;1 .1, py,24i09
MY COMMISSION E
Page 2 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
r
Proposed Grande Reserve Unit 14
Phase 1
THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11,
TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD
PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THAT PART
OF THE SOUTHEAST QUARTER OF SAID SECTION 11
DESCRIBED IN DOCUMENT NUMBER 9708514; THENCE SOUTH
74 DEGREES 01 MINUTE 19 SECONDS EAST ALONG THE
CENTERLINE OF MILL ROAD A DISTANCE OF 302.98 FEET TO
THE NORTHWESTERLY LINE OF THE COMMONWEALTH
EDISON RIGHT OF WAY; THENCE NORTH 73 DEGREES 31
MINUTES 37 SECONDS EAST ALONG SAID RIGHT OF WAY LINE
A DISTANCE OF 93.18 FEET TO AN IRON PIPE SET AT THE
NORTHERLY RIGHT OF WAY LINE OF MILL ROAD, ACCORDING
TO THE PLAT THEREOF RECORDED ,
AS DOCUMENT NUMBER ; THENCE
NORTH 74 DEGREES 01 MINUTE 19 SECONDS WEST ALONG
SAID NORTHERLY RIGHT OF WAY LINE OF MILL ROAD A
DISTANCE OF 382.52 FEET TO AN IRON PIPE SET AT A BEND
POINT; THENCE NORTH. 76 DEGREES 05 MINUTES 46
SECONDS WEST ALONG SAID RIGHT OF WAY LINE 398.72 FEET
TO A POINT OF CURVATURE, BEING THE WEST-MOST POINT
OF GRANDE RESERVE UNIT 13-PHASE 1, ACCORDING TO THE
PLAT THEREOF RECORDED , , AS
DOCUMENT NUMBER , FOR THE PLACE OF
BEGINNING; THENCE CONTINUING NORTH 76 DEGREES 05
MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY LINE
OF MILL ROAD A DISTANCE OF 335.39 FEET TO AN IRON PIPE
SET AT THE EXTENSION SOUTHERLY OF THE EASTERLY LINE
OF LOT 1 IN STORY BOOK HIGHLANDS, BEING A SUBDIVISION
OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT
THEREOF RECORDED NOVEMBER 4, 1963, AS DOCUMENT
NUMBER 143248; THENCE NORTH 01 DEGREE 11 MINUTES 05
SECONDS WEST ALONG SAID EXTENSION SOUTHERLY OF
THE EASTERLY LINE OF LOT 1 IN STORY BOOK HIGHLANDS A
DISTANCE OF 616.39 FEET; THENCE SOUTH 75 DEGREES 09
MINUTES 30 SECONDS EAST 248.68 FEET; THENCE NORTH 14
DEGREES 50 MINUTES 30 SECONDS EAST 120.00 FEET;
THENCE NORTH 75 DEGREES 09 MINUTES 30 SECONDS WEST
20.47 FEET TO A POINT OF CURVATURE; THENCE
NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO
THE NORTHEAST, HAVING A RADIUS OF 183.00 FEET, HAVING
A CHORD BEARING OF NORTH 73 DEGREES 45 MINUTES 30
SECONDS WEST, A DISTANCE OF 8.94 FEET; THENCE NORTH
14 DEGREES 50 MINUTES 30 SECONDS EAST 66.12 FEET;
THENCE NORTH 37 DEGREES 23 MINUTES 20 SECONDS EAST
148.98 FEET; THENCE NORTH 59 DEGREES 32 MINUTES 23
SECONDS WEST 57.67 FEET; THENCE NORTH 01 DEGREE 11
MINUTES 05 SECONDS WEST 158.00 FEET; THENCE NORTH 31
DEGREES 15 MINUTES 17 SECONDS EAST 89.64 FEET; THENCE
SOUTH 89 DEGREES 33 MINUTES 17 SECONDS EAST 168.36
FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS
EAST 78.84 FEET; THENCE SOUTH 70 DEGREES 31 MINUTES 46
SECONDS EAST 78.16 FEET; THENCE SOUTH 51 DEGREES 43
MINUTES 48 SECONDS EAST 99.54 FEET; THENCE NORTH 89
DEGREES 59 MINUTES 19 SECONDS EAST 78.14 FEET; THENCE
NORTH 21 DEGREES 31 MINUTES 25 SECONDS EAST 120.00
FEET; THENCE NORTH 68 DEGREES 28 MINUTES 35 SECONDS
WEST 23.36 FEET; THENCE NORTH 21 DEGREES 31 MINUTES
25 SECONDS EAST 186.00 FEET; THENCE SOUTH 68 DEGREES
29 MINUTES 01 SECOND EAST 167.50 FEET; THENCE SOUTH 81
DEGREES 27 MINUTES 22 SECONDS EAST 74.02 FEET; THENCE
SOUTH 88 DEGREES 36 MINUTES 00 SECONDS EAST 30.00
FEET; THENCE NORTH 01 DEGREE 24 MINUTES 00 SECONDS
EAST 14.59 FEET TO A POINT OF CURVATURE; THENCE
NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO
THE SOUTHEAST, HAVING A RADIUS OF 435.00 FEET, HAVING
A CHORD BEARING OF NORTH 24 DEGREES 58 MINUTES 53
SECONDS EAST, A DISTANCE OF 358.07 FEET TO A POINT OF
TANGENCY; THENCE NORTH 48 DEGREES 33 MINUTES 46
SECONDS EAST 146.12 FEET; THENCE SOUTH 41 DEGREES 26
MINUTES 14 SECONDS EAST 70.00 FEET; THENCE SOUTH 48
DEGREES 33 MINUTES 46 SECONDS WEST 146.12 FEET TO A
POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG
THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING
A RADIUS OF 365.00 FEET, HAVING A CHORD BEARING OF
SOUTH 24 DEGREES 58 MINUTES 53 SECONDS WEST, A
DISTANCE OF 300.45 FEET TO A POINT OF TANGENCY;
THENCE SOUTH 01 DEGREE 24 MINUTES 00 SECONDS WEST
138.04 FEET TO A POINT OF CURVATURE; THENCE
SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO
THE NORTHWEST, HAVING A RADIUS OF 885.00 FEET, HAVING
A CHORD BEARING OF SOUTH 22 DEGREES 14 MINUTES 20
SECONDS WEST, A DISTANCE OF 643.76 FEET TO A POINT OF
TANGENCY; THENCE SOUTH 43 DEGREES 04 MINUTES 39
SECONDS WEST 157.00 FEET TO A POINT ON THE NORTHERLY
LINE OF GRANDE RESERVE UNIT 13 PHASE 1, BEING A
SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO
THE PLAT THEREOF RECORDED ,
AS DOCUMENT NUMBER ;
THENCE NORTH 46 DEGREES 55 MINUTES 21 SECONDS WEST
ALONG SAID NORTHERLY LINE 70.00 FEET; THENCE
SOUTHWESTERLY ALONG SAID NORTHERLY LINE, BEING
ALONG THE ARC OF A CURVE CONCAVE TO THE NORTH,
HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING
OF SOUTH 88 DEGREES 04 MINUTES 39 SECONDS WEST, A
DISTANCE OF 39.27 FEET; THENCE SOUTH 47 DEGREES 24
MINUTES 36 SECONDS WEST ALONG SAID NORTHERLY LINE
66.19 FEET; THENCE SOUTHERLY ALONG THE WESTERLY LINE
OF SAID GRANDE RESERVE UNIT 13 PHASE 1, BEING ALONG
THE ARC OF A CURVE CONCHAE TO THE WEST, HAVING A
RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH
01 DEGREE 55 MINUTES 21 SECONDS EAST, A DISTANCE OF
39.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH 43
DEGREES 04 MINUTES 39 SECONDS WEST ALONG SAID
WESTERLY LINE 433.03 FEET TO A POINT OF CURVATURE;
THENCE SOUTHWESTERLY ALONG SAID WESTERLY LINE OF
GRANDE RESERVE UNIT 13 PHASE 1, BEING ALONG THE ARC
OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A
RADIUS OF 440.00 FEET, HAVING A CHORD BEARING OF
SOUTH 32 DEGREES 11 MINUTES 26 SECONDS WEST, A
DISTANCE OF 167.21 FEET TO A POINT OF REVERSE
CURVATURE; THENCE SOUTHWESTERLY ALONG SAID
WESTERLY LINE, BEING ALONG THE ARC OF A CURVE
CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 30.00
FEET, HAVING A CHORD BEARING OF SOUTH 62 DEGREES 36
MINUTES 13 SECONDS WEST, A DISTANCE OF 43.25 FEET TO
THE PLACE OF BEGINNING;
IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS.
52 Wheeler Road •Sugar Grove, IL 60554
TEL:630/466-9350
FAX:630/466-9380
www.eehiveb.com
Engineering
Enterprises,
Inc.
April 18, 2006
Mr.Joseph A.Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re. Final Engineering Improvement Plans for
Grande Reserve Unit 20(Neighborhood 2)
United City of Yorkville, Kendall County, Illinois.
Dear Mr. Wywrot:
We have reviewed the Final Engineering Improvement Plans for the referenced Grande Reserve
North Neighborhood 2 prepared by Cowhey Gudmundson Leder, Ltd. containing 20 sheets dated
January 16, 2006 and offer the following comments:
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
• The following items were also submitted for review and/or reference:
o Final Landscape Plans for Grande Reserve Neighborhood 2 prepared by Rolf C.
Campbell &Associates, Inc. and dated January 25, 2006 consisting of three sheets.
o Final Plat for Grande Reserve Unit 20 (labeled "Unit 14 Phase 1°) prepared by
Midwest Technical Consultants, Inc. with latest revision date of January 6, 2006.
Consulting Engineers Specializing in Civil Engineering and Land Surveying
• An engineer's estimate of probable construction cost for Unit 20 should be submitted for
review and for future use in establishing the required Letter of Credit.
0 References to "phases" should be removed from all sheets and replaced with legible
delineations of units.
• Work not included in Unit 20 should be faded out to aid in verification of pay quantities.
TITLE SHEET
1. Plans should be signed, sealed and certified by an Illinois Registered Professional Engineer
prior to final approval.
PROJECT NOTES, SPECIFICATIONS, AND DETAILS(SHEETS 2. 3. 16-20)
2. Drop manhole and water main protection details should be provided.
3. A typical cross-section should be provided for Tuscany Trail.
EROSION CONTROL PLAN (SHEET 5)
4. The perimeter of Unit 20 should be delineated with silt fence.
5. Although the detention ponds that will serve this unit lie outside of the limits of the unit, silt
fence should be shown around the perimeter of the detention basins. The graphics for this
fence may be faded to illustrate that the work item belongs to a different unit.
GRADING PLAN (SHEETS 7-8)
6. Overland flow routes need to be indicated along Tuscany Trail, and in the rear of lots 50-61.
7. Critical overflow cross sections should be calculated and shown for the rear yards of lots 42-49.
8. The engineer should confirm that the HWL for each of the overflow routes between lots 36-40 is
at least 1.5' below the F/G elevations in the rear of the lots.
9. The following foundation elevations need to be raised: Lots 21, 22, 23 (lookouts).
10.Contours should be shown for the sloped area along Tuscany Trail behind lots 1-7.
11.The following general grassed areas either are less than 2%or greater than 10%:
♦ Lot 18/19, BSL to side yard spot elevation, 13.0%
♦ Lot 19/20, BSL to side yard spot elevation 14.1%
♦ Lot 47/48, side yard spot elevation to storm inlet, 11.7%
♦ Lot 48/49, side yard spot elevation to storm inlet, 16.0%
♦ Lot 56/57, side yard spot elevation to rear comer, 11.7%
♦ Lot 1, NE corner BSL to adjacent storm inlet, 48%
GAPub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc
♦ Lot 13/14, no elevation called out at side yard peak
♦ Lot 61, side yard spot elevation to rear corner, 0%
12.Drainage direction arrows should be shown for all peak points.
13.The storm inlet should be shown at the common corner of lots 14, 15 and 30.
PLAN & PROFILE(SHEETS 9-14)
14.The following slopes do not agree with those shown on the plan set (storm structures unless
otherwise indicated) and should be revised:
♦ Sheet 9, CB 2-4 to MH 2-3, calculated 0.48%, not 0.45%
♦ Sheet 9, San MH 2-11 to San MH 2-19, calculated 1.00%, not 0.45%
♦ Sheet 10, MH 2-76 to MH 2-75, calculated -0.22%, not 0.35%
♦ Sheet 10, CB 2-11 to MH 2-10, calculated 1.87%, not 1.0%
♦ Sheet 10, MH 2-10 to MH 2-9, calculated 0.03%, not 0.30%
♦ Sheet 10, MH 2-9 to MH 2-6, calculated 0.09%, not 0.25%
♦ Sheet 11, IN 2-77 to MH 2-76, calculated 2.41%, not 1.80%
♦ Sheet 11, MH 2-80 to MH 2-79, calculated 0.53%, not 0.45%
♦ Sheet 11, IN 2-72A to CB 2-72, calculated 2.40%, not 2.50%
♦ Sheet 11, IN 2-70 to CB 2-69, calculated 0.00%, not 3.25%
♦ Sheet 11, CB 2-69 to MH 2-68, calculated 0.48%, not 0.45%
♦ Sheet 11, San MH 2-1 to San MH 2-2, calculated 1.33%, not 0.60%
♦ Sheet 12, MH 2-33 to MH 2-25, calculated 0.58%, not 0.30%
♦ Sheet 12, MH 2-27 to MH 2-25, calculated 1.38%, not 0.35%
♦ Sheet 12, IN 2-23A to CB 2-23, calculated 2.60%, not 2.65%
♦ Sheet 12, IN 2-47A to CB 2-47, calculated 3.00%, not 2.95%
♦ Sheet 12, CB 2-64 to MH 2-63, calculated 0.83%, not 0.80%
♦ Sheet 12, IN 2-32 to IN 2-32, calculated 1.17%, not 2.00% (also, re-label one structure)
♦ Sheet 13, IN 2-59 to CB 2-58, calculated 2.50%, not 2.60%
♦ Sheet 13, CB 2-50 to MH 2-49, calculated 2.45%, not 2.95%
15.Catch basins should be located between inlets and mainline storm sewer, while remaining
accessible enough to the City for cleaning purposes. Based on these criteria, IN 2-26 (Sheet
12) should be changed to a catch basin.
16.The invert elevations for storm MH 2-25 on Sheet 12 are incorrect and should be revised.
17.Storm structures may be 2' in diameter as long as the depth of the structure is less than 4 feet.
If the depth exceeds 4', the structure should have a minimum 4' diameter with a ladder. The
diameter of the structure may need to be larger depending on the pipe sizes entering/exiting
the structure at least 1' of precast wall must exist between pipes. Based on these criteria, the
following structures should be changed to larger diameter structures (minimum size needed in
parentheses):
♦ Sheet 9: IN 2-5 (4')
GAPub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNrr20-Ol.doc
♦ Sheet 10: IN 2-8 (4')
♦ Sheet 11: IN 2-72 (4')
♦ Sheet 12: MH 2-61 (6), MH 2-62 (6), IN 2-32 west (4')
18.Twenty foot easements should be shown (10' per lot) wherever storm sewer passes through
side yards.
19.Trench backfill has been shown for all main line utilities passing directly under street pavement.
Open cut services should also receive trench backfill. Also, as noted in the reviews of other
unit, we recommend that a note should be added to each plan & profile sheet stating that
trench backfill is required under sidewalks and driveways for all main line utilities and individual
lot services.
20.Fire hydrant spacing is not in conformance with the City's Standard Specifications for
Improvements and should be revised. Fire hydrants should be located at each intersection and
spaced such that every part of every building in every lot is within 300 feet of at least 2 hydrants
or spaced no more than 300' apart, whichever is more stringent.
21.A note should be added to the hydrant detail stating that fire hydrant make and model must
remain consistent throughout the development. The note may also add which types of
hydrants are acceptable.
22.Water valve layout should be revised to provide valves at a maximum of every other fire
hydrant and at all intersecting lines in order to minimize the number of homes shut down at any
one time for maintenance.
23.Sidewalk tees should be shown in front of lots 35, 37, and 61.
24.Vertical curves should be shown on Shoeger Circle at Sta. 15+50 and 19+50. The algebraic
difference in grades is equal to 2% in both locations.
25.Stubs for storm sewer should be shown where the sewer continues onto another page within
the plan set. Specifically, stubs are needed on Sheets 10 and 12 at the up-station ends of the
profile.
26.Elevations should be shown on Sheet 13 in the profile view.
27.The water-sewer crossings on Sheet 13 should be revised to indicate storm sewer rather than
sanitary sewer.
28.On Sheet 12, the reference note for Storm MH 2-45 should reference Sheet 9, not Sheet 8.
29.On Sheet 12, the lengths of sanitary pipe scale to 184' for MH 2-7 to MH 2-8, and 194'fro MH
2-8 to MH 2-9. The plans show both lengths as 189'.
G:\Pub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRLTNrr20-Ol.doc
STREET LIGHTING AND SIGNAGE PLAN
30.A street light should be added to all the intersection of Tuscany Trail and Shoeger Circle
(north).
31.An additional light should be placed on Brady Drive.
32.The street lights on Tuscany Trail should be placed on the opposite side of the street from the
water main and repositioned taking comment#31 into consideration.
STORMWATER MANAGEMENT
33.The revised Stormwater Management Report Phase 2 is under review and will be commented
on under a separate cover
UNIT 20 FINAL PLAT
34.The unit number in the title should be unit 20 on all pages, phases are not allowed.
35.The legal description should not contain language referencing phases (see item 1 above) check
current unit numbering and correct were necessary.
36.The legal description has numerous blanks for recording dates and document numbers which
will need completion prior to the recording of the final plat.
37.The last line of the legal description should read, "in the United City of Yorkville, Kendall
County, Illinois".
38.The statement in the Surveyor's certificate that the plat meets statute requirements of a
boundary survey should not be used since there are many items required to be shown on a
boundary survey that are not shown on a subdivision plat.
39.The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977, Chapter 109
Section 1"should be replaced with "765 ILCS 205/1"to conform with standard certificate
language for the United City of Yorkville.
40.The text"I further certify that the plat hereon drawn is a correct and accurate representation of
said survey and subdivision. All distances are in feet and decimal parts thereof." Should be
added after the legal description to conform to standard certificate language for the United City
of Yorkville.
41.The Mortgagor's Certificate bank name and full address should be added prior to recording the
plat.
42.A Special Service Area Certificate should be added if such an area exists within this unit.
43.The subdivision also lies within areas covered by FIRM panel 170341-0040C, this map should
also be referenced in the surveyor's certificate (2 maps referenced).
G:\Pub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc
44. Recording date and document numbers are missing for adjacent Grande Reserve units (One
occurrence is on page 1, one occurrence is on page 2). These should be completed prior to
recording the final plat.
45.The `Heretofore dedicated" notation for Mill Road should have a document number added prior
to recording of the final plat (page 1).
46.The bearing in the line table for L17 should be changed to the same bearing as L16.
47.Lot numbering within the unit should be consecutively ordered.
48.The first paragraph of the Surveyor's Certificate should read ...............have surveyed,
subdivided and platted the following..........(bold text should be added).
49.The bearing of the West line for this unit appears to be in error. The West line bearing should
be the same as the measured bearing of the line extending southerly of the easterly line of Lot
1 in Story Book Highlands.
50.The Public Utility and Drainage Easement along the line common to Lot 25 and 26 should be
widened to 20 feet, 10 feet on either side of property line.
51.The Public Utility and Drainage Easement along the line common to Lot 38 and 39 should be
widened to 20 feet, 10 feet on either side of property line.
52.The Public Utility and Drainage Easement along the line common to Lot 6 and 7 should be
widened to 20 feet, 10 feet on either side of property line.
53.The Public Utility and Drainage Easement along the southerly line of Lot 32 should be widened
to 10 feet.
54.The Public Utility and Drainage Easement along the front line of Lot 35 should be widened to
15 feet.
55.The Public Utility and Drainage Easement along the easterly lines of Lot 1 through 6 should be
Widened to 15 feet.
56.The Public Utility and Drainage Easement along the North line of Lot 12 (78.14') should be
widened to 10 feet.
57.The Public Utility and Drainage Easement along the southerly line of Lot 32 should be widened
to 10 feet.
58.The Public Utility and Drainage Easement along the southwesterly line of Lot 7 should be
widened to 15 feet.
59.Landscape Buffer Easement provision should be removed from the plat. There are no
easements labeled such on this plat.
60.Line work, leaders and text should not overlap and should be corrected.
GAPublic\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc
61.Boundary text on page 2 for the easterly line of Tuscany Trail should be resized to be similar to
other boundary text on said page.
62.A note should be added stating "No direct vehicular access to Mill road permitted from lots ..."
63.The exception should be removed from note 2.There are no"EBEY on this plat.
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.
William E. Dunn, P.E.
Senior Project Manager
Mark G. eller, P.L.S.
Project Manager
pc: Bart Olson, Assistant City Administrator
Travis Miller, Economic Development Director
Rick Murphy, Pasquinelli Homes, L.L.C.
Jim Wallin, Pasquinelli Homes, L.L.C.
Dwight A. Trostle, CGL Ltd.
JWF,JTW, EEI
GAPub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNrr20-Ol.doc
P.I.N.02-11-400-002
BASIS OF BEARING
RECORDED RE OF
RECORDED PLAT OF SUBDIVI ON GRANDE RESERVE - UNIT 20
BE
Ago
FRANDE RESERVE UNrT 7
BEING A SUBDIVISION OF PART OF THE EAST HALF OF SECTION 11,TOWNSHIP 37 NORTH.RAME17 EAST
OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED C�OF�MLLF_NENDAULCIOUNTY ILLNGS
AREA BREAKDOWN 8ITF-1
LOTS 1 70 13 25 TO SO,59 TO 61
8.739 ACRES- 380,889 50. Fr.i
LOT 1030
7.381 ACI 3 512 SO. FT.
LET"" D...ACRES" 20,893 80, FT-±
EST'an 0.060 ACRES± 3,473 SO. FT.t
RIGHT-OF-'NAY
365�MRES± 233 344-SO FT.t
TOTAL 22.036 AGRES± 959,833 SQ.FT.*
ITHIS UNIT CORRESPONDS TO PEART70F N GHrOUD
SHOSIN IN THE ANNEXATION El
TION A�J=
2 AS WEVENT
ZONING OF LOTS 1 THROUGH-13-,-26--T-W-O-A-H-1 N 48'33'4466."l E S 41-26'14"E
5 THROUGH 61 AND 3031 THROUGH 146.1 2' 70.00'
9 SHOWN HEREON IS 'R-2 P.U.D.`
IN
SITE MAP
N 0 24
S 48*3346*W
46.12' 1 PE AT own R
1%14T 2-
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30.00' NDE�INE
N 21 31'25"E A 2""'W("As) S 88-36W E sanEASr
NONIN LINE a said E 120.00' 1 ANRN X Il-11-31-1
SE mpm�V�7 .
N 89'59'19 S 81'27'22"E
78.1 68 74.02'
S 51'43'48"�
LOT I IN S�INXN NIWIA-
S 70'31'49" N 68*28'35'IN 78.16' ti 23.3 5. El 6'
60 61
S 87*58'1!
78.84'
S 89'33'I7*E
168.36'
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89.64- 28 29 13
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N 37'23'20'F N N
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lh SECTION LINE IN SUBDIVISION LIMITS
25 1? - 1 QUARTER SECTION LINE a
N 14*50'30'E 9 QUARTER QUARTER SECTION LINE
L3
66.12' 33 EXISTING A 0 IS NE E
y EASEMENT HEREBY GRANTED
ION CORNER
Ot�G 5 SECT
I
N 75 '30*W
14 N 14*50'30'1 2047' QUARTER SECTION CORNER
120,00, 6 VEASURED DISTANCE
S 75'0
(nc) RECORD DISTANCE
2 9, 39 P.T POINT OF TANGENCY
R RADIUS
�SE` 38 A AR LENGTH OF CURVE
.—T 37 CC POIN OF CONPOUND CURVATURE
P. 0. PLACE or BEaimTmG
P O.C. PLAID OF CGVNENCE.ENT
010 0
B.S.L. BUILDING SETBACK LINE
X". 35 0 ST CONCRETE MONUMENT
SET IRON PIPE
FOUND IRON PIPE
L bb9- LINE TABLE W.
C N" CURVE TABLE No,
O
N 46 '21'W
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GRANDE RESERVE PA._ 'F-_
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NOTES
1.GET 3/4-IRON VIPF(1 DO.)"TH PI-ASTC
CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE
ON SHEET ONE,
2.A SLAM(ET—J7-AND URANNACE EASEMENT IS
HEREBY DINANTED OVER ALL PORTIONS OF LOTS 303D
TIINOUDI 3032.N-9-—THOEF AREAS SHOWN
"Te'W LOTS AS(M)-EXCEPTION 10 BLANKET EA..ZNr. 11/06 PER REVIEW JB
UNIT 14 PHASE 1 10 UNIT 20 MEK
3.A STONIANATER MANAGEMENT EASEMENT IS HEREBY
MAN=0 ALL OT LOT 3030. /6/06 ADD LEGAL DESCRIPTION MEN
4,LOTS—3031 AND M32 SHALL.BE 00141 TO THE 3 11/7/05 REVISE PER CUENPS REVIEW WEK
HONEONNEE.B ASSCgAT10N. 2 1,/3/0511 REMOVE FOX MEMO TEMP.ESMT MEN
10-26V- l REVISE PER REM, MEN
z bi ISSJED MEK
FOR BUILDING RESTRICTIONS AND EASEMENT'NOT SHOWN NO, ).lE OF CRIPTIM BY
HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE PREPARED FOR:
_---
POLICY AND LOCAL ORDINANCES. 0 TECHNIICAL INC. PASOUINFI__I-PIONEER PUCE LLC.
•COMPARE CONSULTANTS,ALL POINTS BEFORE BUILDING AND REPORT ANY
DIFFERENCE AT ONCE.
SHEET I OF 3
_ P.I.N.02-11-400-002
��ASIsOF BEARING GRANDE RESERVE - UNIT 20
RECORDED PLATO'SUBOMSK)N
OF GRANDE RESERVE UNIT 7
BEING A SUBpMSDN OF PART OF THE EAST HALF OF SECTION 11.TOY+NBHIP 31 NORTH,AANOE]CAST
.-.----..-.-------- -_- OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY()F YORIMLLE,KEFDALL COUNTY ILLINOIS.
3
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S \\";o a //ANA EB-S 0135'21'E TYPICAL EASPMENT pETNL
NOTE:A 10 FOOT WBLIC UTTUTT AND ORANAGE
d! `'/• , \v�,i° EASEMENT IS HEREBY GRANTED ALONG ALL FRONT
f AND REAR LOT LINES AND ALL SIDE YARD EASEMENTS
SHALL BE 5 FEET,-LESS SHOIN-0 DIAIENSO""
NERECN AS O'HERWSE. _
Or G M 1- zESF RVE-UNt -_
3030 4
RE _
5 __ _
7.38 AC � � 3029 , PRESTON DRIVE
3028 i/ EBE 1
6 J 14 O6 PER REVIEW JB
5 2/20 OB REVISE UNIT 14 PHASE 1 TO UNIT 20 MEK NOTE&,
4 1/6/08 ADD LEGAL DESCRIPTION MEN 1,SET 3/4•IRON PIPE(1-1/4'O.D)MTh PLASTIC
3 11 /05 REVISE PER CUENTS REVIEW MEK _ GAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWSE
... ON SHEET ONE.
2 11 3 5 REMOVE Fox METRO TEMP.ESMT MEK
1 0/26/05 REVISE PER REVIEW MEK 2.A BLANKET PUBLIC U11UTY Ax0 DRAINAGE EASEMENT IS
HEREBY 9/2205 ISSUED MEN THROUGH 3A0320iNQ9L£,E%CEP�iHOSE LOTS
AREAS SHOWN
N0. DATE DESCRIPTION BY .11N SAID LOTS AS(ESE)•E%CEPAW TO BLANKET
EASEMENT•.
MI� � 3.A STORMWATER MANAGEMENT EASEMENT IS HEREBY
PREPARE' D FDR GRIMED OVER ALL OF LOT 3030
FOg2 tECHNICAI SNM-_BE cONNEnO TO TIN_
FOR BUILDING RESiRIGTIONS AND EASEMENTS NOT SHONE CONSULTANTS,MG PAS 'NELU-PIONEER PLACE LLC_� HOMCO�pS ASSOOAPON
.3031 AND 3031
HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE N
POLICY AND LOCAL ORDINANCES. I)199A„A,W. mma:Ma.ca,. SHEET 2 OF 3
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY n aNn ,Tnz yrz,r`;ar wW A�xu:Ze5-140 PABO. 0+.MfN
DIFFERENCE AT ONCE.
9 _ --- P.I.N.02-11-400-002
OWNER: GRANDE RESERVE - UNIT 20
IN ACCORDANCE WITH THE PLAT ACT 986-1238 THIS
RAT HAS BEEN SUBMITTED FOR RECORDING BY: BEING A 9UBDV15ION OF PART OF THE EAST HALF OF SECTION 11,7'ONMSIRP 37 NORM,RANGE]EAST
OF THE THIRO PRINCIPAL MERIDIAN.IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,IUUNDS
OWNERS CERTIFICATE
41AFE OF___)
�oyfi HIT cdMr or _-)
+
MIS IS EG QT11FY MAT PASOUNEW-NOREER PLACE LLC.,All COW'S MTlEU UABIUIY CORPCRAnOM.Is THE
N.SMILE OWNER or ME PROPERTY DESCRIBED IN THE FOREGGNG SURVEYOR'S CERMTCATE AND HAS CAUSED
R SAME YO BE SURWTEU.BURUNDI AND PLATTED AS SHOWY HEREON MR THE USES A PURFI-1 HERE:
SET FORM AS0000)AND PROMDED FOR BY STATUTE.AND ODES HEREBY'ALKHOWLDOE AND ADOPT THE SAME
UNDER ME SIRE AND TITLE MENEM INDICATED.
KENDALL COUNTY RECORDERTS CERTIFICATE THE UNOERSWED HEREBY BEpCATES FOR PUBLIC USE ME LARDS SHOW ON MIS PLAT FOR YFMCM FARES,
STATE OF IWNES ) SNUElB,ABLE AND VUNUC RERMCE9:AND HEREBY ALW RESERNLS FOR MY ELELTMC.CAS,TELEPHONE,CABLE
n DR OTHER TEUaWMUNICAIMS COMPMY UNDER FRANCIS AGREEMENT WN THE UNITED CITY W YORKMI3E.
COUNTY OF NENOALL) .'7�Vtn� 4� � � MDR SUCCES IO:S AND ARBORS.ME EASEMENT PRONSORS MINI ARE STA.HEREDR.
NET INSTRUMENT - WAS FILED FOR RECORD W THE RECORDER'S .P�^
OFFlCE OF KENOALL COUNTY,ILMI ON ME__DAY OF U a ME MKTAU0IED NRTNER T SCHOOL THAT ALL T THE LAND INCLUDED IH THIS PUi LIES WHIN ME BOUNDARIES
A.O..20_AT__dCLOCK__M.MD WAS + Y A6� O YORKNLLE LOIYUNRY UMT SCOOL OSIMLT,.IS.
a
RECORDED IN BOOR OF PLATS W PANE
OAlEO AT THIS_-DAY OF 2E_
_ em Pfll Puff ItL
RECOROFR OF DEEDS CORPORATION NAME
ADDRESS 53N P IN ID O ACAS
CITY CL ERICSCERTIFICATE
STATE DF ILLN015
COUNTY OF KMDALQ EASEMENT PROVISIONS -� - M-aD53Z
APPROVED AND ACQRTEO BY THE MAYOR AND CITY CWNC.OF ME A NONEXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION
UNITED CITY of YORKVILLE.ILMOI BY ORDNANCE W.__-- AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE
AT A MEETING HELD THIS_-_-DAY OF-_ m_. IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH
LLINOIS eA.e.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES. t.PIIESDENi REEETARY
MEIW WSPECTIK LICENREM SICCE--AVO A38CN5,IOINTLI ANN 9FVFWALYroCp+sTMTDi.OPEgATE.FEPAN.MVIHINTH
MEIn.1ECONBTTRJCT.HE-AIPPLCAENT,g1IN Nw NEMOVE,FROMTNE TO-I,POLES.-0 VTO -wHES.CA
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OARATOROE WO NUA MD'aRMM4 AATAB'OdMOR ELEMPMBL TIE PR�tLE81ONATmNXN.MFMAT AS
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WE
rWAwITH TIE ROHTTRInBTALLWWIRmsERMa cMWCnoNS INOEa THE MNAU OFEYEH LOI AND CONTAM ARTM NOTARY CERTIFICATE
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6 _ _ CWNTY CLERK OF KENDPLL COUNTY,II..LING$ CRDOTTEOLIXEBM MBIlIFT •INN)ONMEPL ATNOMAMCDEA9EAENP,VIILMFABFAAIENF.TIRLICUYO"FASEMENT•,9VE.'
DO HEREBY QRVFV MAT MERE ARE NO DEMOUNT DENERAL IA%ES,NO (q-),wllho TEARO-TTENCON-1 OI TW GMWTEE9.ATBTNM`L MOf NfYMX:PACUFER,TIE U____ __,A NOTARY PUBLIC W AND FOR THE COUNTY
UNPAID CURRENT TARES,W UHRM)'ORIENTED TAXES.AND NO REDEEMABLE OIIAOE OFIW BLWIMKD PIIOfER1Y8NP11 NOT BE ALTERED IN AMAIRER9O AB TD INIEIMEFE WMTTE PTgPERdLHATIONAW
TA%SALES AONxST MY OF ME LANG INCLUDED IN THE PLAT HERE:OOMN. I -INIBINICE TIEREU. AND 57ATE AFORESAC.DO HER®Y CERTIFY MAT -_--
TURNER ARMY MAT I HAVE RECDVED ALL STATUTORY FEES:CONECTON TIEIEWA YDMNM ELEN A-BNALL W.NETWMFANINRSTFMMMMeuGl1FIMRMW'COreDLIARAPIVARFYAC` AND - PERSONALLY KNOW TO ME M BE THE
WM THE PLAT NERDN MAW. CIUPIRA>R61LC5Od2,A61MENOFDMW LIFE TO T:AE. AS SOWN ABOVE,APPEARED BEFORE
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M SEMBNIS•IM0.1DE IL PROPERTY 9UKACEO wM N1EMOR AMOWfuE'Ara.eN[uluua RK
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__....__ ___
c0uxn GERX
UNITED CITY OF YORKVILLE ror4eY Pueuc
EASEMENT PROVISIONS
CITY ENGINEER'S CERTIFICATE PUBLIC UTILMY AND DRAINAGE EASEMENT
STATEV UVROS ) A NONERLUMYE EAPF'.NENT IS HEREBY TEDEFMED FOR AND MANIND TO WS MMPTFCIE NOCR,LANR FD,AIE9 NMPCABLFOTHLVI
S.S. MULCUTLYMAEFOT OF ICUSIWMANCHIS9GPPNTEDOY NB GTYO YOINKLE.IWNd4.ANDNE MIECTE
COMITY OF KENDAL) 9UCO590R9 Me ABBONBMMN TE AFEAa tYIOWN W ME PUi 0.51UBLIC 4nlmaOMV.NIVff EA9WTUT fMAxMnMFI P.0 0 TTE).
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REWIRED GUARMEE COLUIERAL HAS BEEN POSTED FOR ME COLPIfTW OF IOOETHEN MIn TIE HMW MACCFae TIIERETOiMTIE PEA90raNH AW EOIPWN(IECF56NNr+NU NUWINEIFM 9UAI U9E8 Na
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MONTOWNEST-1HEREOI.
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ETV ENC6NEEP UEFA Ave A_ SURVEYOR'S CERTIFICATE
Fd AN NOEBV GRANTED VIE TVOHTTO ENTER UPON EAARME WREM UISCREED FOR MF.MISS HEVEN STATE or LLmds )
CITY COUNCIL CERTFlCATE .FMinAm IR C6iRrrowr,INM,MREAIDVFwNY'rREES.SF_.ONMR FFS.MINTHEAREA9TE91oN4TE._ IC )s.9
STALE OF IWN019 ) UnUn A7OOWUAtlE EMENENT'WMCHI `M`N TIE<AfMTMICTroN.IHSTMIAFM.IRlOXSMD _.NFPNRIEMOR'A.
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APPROVED AMID ACCEPTED BY THE MAYOR AND CITY COUNCIL O THE ANRM:APINDdUVEWAY6.AW CTERR RFUI®PURI-EITHAT W HIOTLNE,MONNLVRfIHINUF-THNl MU'NEE: URWYING CORPORATION NO.164-002917,HALL SURNEYED AND SUBDMDEO ME FOL DWNG DESORTTED PROPERTY:
DECOR D
UNITED QTY OF TERMINI ILLINOIS,THIS__DAY or 200._ THE OOLIPATON AAp IBEOFTTE HOLFJIWIIlNE EMEMEXT WIEIN CRART:U AUIEaiN'ECfMTTErBOVE rMAEnefRTlESin MAT PART O ME DEWRIASi QUARTER OF SCION 11,TONNSHP JJ NORM,RANGE 1 EAST OF 111E i1RA0
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AS DOCUMENT NUMBER_ -FOR THE MADE O
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UNITED GTY OF YORKNIl£,ILLWpS.TM15,DAY OF___-_.2E� COfBdrOFT 1EIWNFFRBUTRAMEMAYEEUSEDRJHNNVSESttAT110XDTTEHOR UTfAIM1ERfEFM M1M TE AFgESND TW.NCE NORTH S9 ENROLEES 52 MMRFS 23 SECONDS WEST 57.67 FMT.TWNCE NORM W DECREE 11 MOVIES 05
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OF IM PIgFB71Y SxNilEUwxIE9PoN9SE COn TIE MAIHTENAIRCE OE 1W SlMxvmIER MANAdWENTARUMD BOOM 69 DEGREES 33 MINUTES 17 SECONDS EAST 160.30 FEED,THENCE SOUTH 67 DEGREES 58 MINUTES 15
Ee TIE WIMDCITYMYONMLLE NULL RFRFOIM DAY ENEBENCY PROCEIXABC A90EWEDIECE9eAPTeYiW.CT' SCONOS EAST 78.64 FEET:MENCE SOUTH TO DUCHIES 31 MINUTES 48 SECONDS EAST TS.1B FEET;THENCE
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ROOM Be DEGREES 20 MINUTES 35 SECONDS WEST 23.38 FEET;THENCE NORM 21 DEGREES M MINUTES n
CITY ADMINISTRATORS CERTIFlCATE PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS SCWNDS EAST MILOD FEET;THENCE SOU.66 QDREES 29 MINUTES 01 SECOND EAST 167.50 FEET:THENCE
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MAT NORMAL AORIWLRBAL PRACTICES MAY RESULT N OCCASIONAL SMALLS. RESERVE UNIT 13.81 ALONG ME ARC OF A CURE LONGUE TO IW NEST.HAVING A RADIUS OF 25D0 FEET,
MST,SWM NOSE.AND UNOE HOURS OF OPERATION MAT ARF NOT TYPIC& HANNG A GIORD BEARING OF SWM M DFOREE 35 MINUTES 21 SECONDS EAST,A DISTANCE OF N.27 FEET i0 A
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RESERVE MIT 11 BUM ALOW THE ARC OF A WRVS CONCUR TO THE SWMEAST.HAM A RADIUS OF 440.E
FEET,HA NO A CHORD BEARING O SOUTH 32 DECREES Tt MINUTES N SECONDS MST,A DISTANCE OF 187.21
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MORTGAGORS CERTIFICATE - W BRISra To,`NP.KENDALL D V`I IWI M
COUNTY E _-U)S+ M FURTHER CERRFY THAT W PART OF IW MOLE DESCRIBED PROPERTY IS LWAM WHIN A SPEOAL FLOW
-- HAZARD AREA AS IDENTIFIED BY TH E FEDERAL EYERQW'Y MMAOMENT AGENCY BASED ON RRM 170341-ODmC,
MOILER OF A MORTGAGE Ch TIME PRO-�ERTY DESCRIBED WHEW. DATED.JULY 19,19M.ALL OF TIE PROPERTY 15 LOCATED N ZONE C.AREAS W MNMAL FLOWING.
HEREBY CWSENTS M ME EYECUTON AND PCCORDING OF THE ABON AND FORE G PUT OF SUROIMSON ANO
HEREBY SUBMITS 115"I ACE RECORDED__ - AS OWU NT NUMBER M fTMMN GAMY MAT M HAVE SET ALL SUBENSW MMWENTS AND DE No THEM ON MIS FINAL
_JN ME WISE OF THE RECORDER OF DEEDS.______ CGJNn.KUNdS TO ALL O pLAT AS REWIRED BY ME PRAT ACT(IWNOS LENSED STANTES 19 P,CMIM 109 SEC11OR 1).
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PRINTED NAME AND THE _- _ GIVEN UNDER OUR UMW AND SEA AT HAPERMLLE.ILLINOIS.THIS DAY O AD..200_
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TECHNICAL M PREPARED FOR:
•FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS,MC. PASDUIWW-PLOWER PLACE LLC.
HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE x6
POLICY AND LOCAL ORDINANCES. TuWRNUN ^a
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UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville,IL 60560
630/553-4350
PC
APPLICATION & PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
Development Name: Heartland Crossing Date of Submission:
Requesting: Annexation [kZoning [ Planned Unit Development
[] Special Use:
1. Name of Petitioner(s):
Address: 654 4,art i rtn' ^r Ynrkvi 11 TT 60560
Phone Number: 630-553-3322 Fax Number: 630-553-5736
Relationship of Petitioner(s)to subject property:
[] Owner W Developer W Contract Purchaser
2. Name of holder of legal title, if different from #1: See Exhibit "C"
If legal title is held in a Land Trust, list the names of all holders of any beneficial interest
therein: See Exhibit "D"
3. a). (i). Street address and physical location of subject property:
514 Acres East of Route 47 and South of Ament Rd. in Kendall County Illinois
(ii). Zoning of surrounding parcels:
North: -
South: Kendall Counter A-1
East: Kendall County A-1 & Yorkville R-2 Pik
West: Kendall County A-1 with a Special Use for a Church
b). Legal description of property; attach as Exhibit"A".
c). Total Acreage: 514 Acres
Page I of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
3. (con't):
d). Kendall County Parcel Number(s) of property for which PUD is sought: 05-16-400-002
05-21-200-002, 05-16-400-003, 05-22-100-002, 05-22-100-003
e). Current Zoning Classification: County A-1
f). Zoning Classification Requested: R2 and B-3 PUD
g). Is this property within City limits? Yes X 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". See attached
5. List all governmental entities or agencies required to receive notice under Illinois law:
Bristol Kendall Fire Protection District, Kendall County, Kendall Township,
Kendall Forest Preserve, Yorkville School District 115, Waubonsie Jr. College 516
6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses
located on subject property to be annexed: None
7. Does a flood plain exist on the subject property? No
8. Do Electors reside on the subject property? Yes
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:
Attorney: Name: John F. Philipchuck, Dommermuth, Brestal, Cobine & West, Ltd.
Address: 123 Water Street, Naperville, Illinois, 60540
Phone Number: 630-355-5800 Fax Number: 630-355-5976
Engineer: Name: Smith Engineering Consultants, Inc.
Address: 759 John Street, Yorkville, Illinois 60560
Phone Number: 630-553-7560 Fax Number: 630-553-7646
Land Planner: Name: Richard Marker Associates, Inc.
Address: 654 Heartland Drive, Yorkville, Illinois 60560
Phone Number: 630-553-3322 Fax Number: 630-553-5736
Page 2 of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
Exhibit A
SMITH ENGUINEERIN I CONSULTANTS, INC. ,
CIVIENGINEE ENGINECO AND SURVEYORS
PLAT OF ANNEXATION a 759 JOHN STREET
Y0R3-1758,ILLINOIS7790500
PH. ms com690 Ax:eaa-ee3-7848
omiIlw
mil•NcH••nne.com E-IbUUNTLEY•ecW•NOR MLLE ne.com
•MeNBNRT •HUNTLHY •YORKy1LL8
ILLINOIS PROFESSIONAL DESIGN FIRM 9 104-000106
TO THE li l/T TE COMP FILE 050672-zoning-exhibit dwg
PLOT FILE:STANDARD
VIEW.Annexation
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 I,
�e►.�� AhE'VT FAQ
-----------------------------
---��r 57176,ffi NORTH LINE OF THE SOUTHEAST
��• QUARTER OF SECTION 16
Q
_ Y
N0I2905'W I ,
332.64'
-LANDS HEREBY ANNEXED
- V
N88'30'551' I I }' n
EXISTNG UNTIED
9.50' I ' '4, ;T b 1/ r 5Yr/ q Y - CITY OF YORKNLLE
CORPORATE LIMITS
X, T
I -g E $ TOTAL ANNEXATION
L. • U AREA - 5/4.33 ACRES
-� �` N R_ OF LAND MORE OR
LESS
21 22
NOR IFI LINE OF THE NORTHEAST NORTH LINE OF THE NORTHWEST di�
QUARTER OF SECTION 21 QUARTER OF SECTION 22
'ZI I " ._ - 60 t00 , i 22 1.
R
•
�10 ., ,' O TEASE SIZE
NOT ASEU TE'
EASY Raw LINE OF 94.ANNEXAIIG4 $ E )
PLATS 47 PER MARCH 2
PLATS DATED 27
7990 AS DOCUMENT •w "�
Na 901891 690000 -�-
I'I 893031
„I 41,--- D PA •S
rTl 9� _.Qfi� 60072'
i'4
ai §3• 1 A Rm
!i 22
I,V1I 1 ''','',401.0",.,._.' '' 11 gz
_ • i
1EAST LINE OF FORMER
'FOX&IWNOIS UNION A
I i RAILWAY COMPANY;
' aim/OMART TER
0T INC �iJ�m
/QUARTER OF r INE
NOR 22 160057'. L/YL®R`
Lr • �7nInNe _1_.._-1. p 6w ,•.. 1319.73 9,
IliiNi/a Ni* SOUTH LINE OF THE NORTHEAST ' Tl/A74
QUARTER OF SECTION 21
py'i
It
950 __--
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1I II m __.�___ I7 )
PARCEL II
THAT PART OF THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS
STATE ROUTE NO. 47 WITH THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE
SOUTHERLY,PERPENDICULAR TO THE LAST DESCRIBED COURSE, 381.0 FEET; THENCE RESTORE Y,PARALLEL WITH SAID NORTH LINE,565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT
OF WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE,571.78 FEET TO THE POINT OF BEGINNING,IN KENDALL TOWNSHIP,
KENDALL COUNTY,ILLINOIS.
PARCEL 2:
THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,EXCEPT THE RIGHT-OF-WAY OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY AND ALSO EXCEPTING THE RIGHT
OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1890 IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND ALSO EXCEPTING THEREFROM THAT PART OF THE SOUTHEAST I/4 OF SECTION 16, TOWNSHIP
38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 WITH THE WESTERLY EXTENSION OF THE NORTH
LINE OF SAID SOUTHEAST I/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY.PERPENDICULAR TO THE LAST DESCRIBED COURSE, J81.0 FEET,'
THENCE WESTERLY PARALLEL WITH SAID NORTH LINE, 565.27 FEET TO 71-IE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RICHT-OF-WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID
EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE, 571.78 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS.
PARCEL 3:
THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPT A STRIP 3 RODS WIDE OFF THE WEST SIDE THEREOF, CONVEYED TO THE FOX AND ILLINOIS UNION
RAILWAY COMPANY BY DEED DATED SEPTEMBER 1, 1911 AND RECORDED FEBRUARY 28, 1912 IN THE RECORDER'S OFFICE OF KENDALL COUNTY,ILLINOIS IN BOOK 66 AT PAGE 291 AND ALSO EXCEPTING THEREFROM THE
RIGHT OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1891,IN KENDALL TOWNSHIP,KENDALL COUNTY.ILLINOIS.
EXCEPT A 100 FOOT BY 80 FOOT LEASE SITE OVER THAT PART OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOU7H 88 DEGREES 03 MINUTES 02 SECONDS WEST 35.24 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID
SECTION 21; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE 1.18 FEET TO THE NORTHEAST CORNER OF THE LEASE SIDE, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 02 DEGREES 22
MINUTES 44 SECONDS EAST 80 00 FEET; THENCE SOUTH 87 DEGREES 37 MINUTES J6 SECONDS WEST 100,00 FEET; THENCE NORTH 02 DEGREES 22 MINUTES 44 SECONDS WEST 8000 FEET; THENCE NORTH 87 DEGREES 37
MINUTES 16 SECONDS EAST 100.00 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS.
PARCEL 4:
THE NORTHWEST QUARTER OF SECTION 22 AND ALL THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 22 LYING NORTHERLY OF A DITCH RUNNING THROUGH SAID WEST HALF, WHICH DITCH BEGINS AT A
POINT ON THE REST LINE OF SAID SECTION 2Z A DISTANCE OF 95.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AFORESAID,AND RUNS NORTHEASTERLY TO A POINT N
ON THE EAST UNE OF SAID WEST HALF 702.0 FEET NORTH OF THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SAID 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 FOLLOWS.' COMMENCING AT
THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH, ALONG THE WEST LINE OF SAID NORTHWEST QUARTER,812.0 FEET; THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES
00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM, 582.0 FEET; THENCE NORTH, PARALLEL WITH SAID WEST LINE, 85.0 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH.PARALLEL WITH SAID
WEST LINE 213.0 FEET; THENCE EAST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 604.78 FEET; THENCE NORTH PARALLEL WITH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF H
89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE MEASURED CLOCKWISE THEREFROM, 604.81 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS.
PARCEL 51 PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH.ALONG THE WEST LINE OF SAID w--T41.-6
NORTHWEST QUARTER,872.0 FEET THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE.MEASURED CLOCKWISE THEREFROM,682.0 FEET THENCE NORTH,PARALLEL WITH
SAID WEST LINE,85.0 FEET FOR THE POINT OF BEGINNING' THENCE SOUTH,PARALLEL WITH SAID HEST LINE 213.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,604.78 FEETTHENCE NORTH PARALLEL WITH SAID WEST LINE
219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM,604.81 FEET TO THE POINT OF BEGINNING ALL IN KENDALL
TOWNSHIP,KENDALL COUNTS ILLINOIS
S
NOTE:
SURVEYOR'S CER TFICA TE ALL AREAS SHOWN HEREON ARE MORE OR LESS.
AND DISTANCES ORN HEREON ARE MEASURED REFER
STATE OF ILLINOIS ) TO BEARINGSAPPROVED ANNEXATION DOCUMENTS FOR DETAILED DESCRIPTIONS
)SS ACREAGES AND DIMENSIONS
COUNTY OF KENDALL)
PLAT OF ANNEXATION
I,Cralg L.Duy,Illinois Professional Land Surveyor Number 3359,do NOTES: PART OF THE SOUTHEAST QUARTER OF SECTION 16, PART OF THE
hereby certify that the Plot of Easement hereon drown was preparedNORTHEAST QUARTER OF SECTION 21. AND PART OF THE WEST HALF
• Basis of bearings = Illinois State Plane Coordinate System, East Zone
oft recordforthe uses
information and herepn setplots
foroth,ofother
lbs instruments • This map was created for use as o Plat of Annexation. This map is not OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD
purposesto be used for anyconstruction or a Plot
PRINCIPAL MERIDIAN,KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS
described property. and g purposes without consent from
Doted at Yorkville,Kendall County Illinois,December 1, A.D.2005. a proper agent of Smith Engineering Consultants, Inc.
• This IS NOT o Plot of Survey. No assumptions or agreements as to
ownership, use, or possession con be conveyed from this document. REVISIONS DWN BY: INT: DATE: PROJECT NO.
• No underground improvements hove been located unless shown and noted. L NTD 12/2/05 050735.04-04
• No distance should be assumed by scaling. 2. DSN BY: INT: HORIZ SCALE: SHEET N0.
Illinois Processional Land Surveyor No. 3359 • This map is void without original embossed or red colored seal and _ --
License expiration date: 11/30/2006 signature affixed. 3.
I CHK BY: INT: VERT SCALE: 1 OF 1
5 CLD -
' �x4•�6 it- �
05-09400-002 05-09-300-001
Ronald A. Cooper Weisman Hughes Pottinger Farms,LLC
9103 Ament Road 975 E.22nd Street P.O.Box 345
Yorkville,IL 60560 Wheaton,IL 60187 Yorkville,IL 60560
05-16-100-005 05-16-100-014 05-16-100-015
Kendall Grundy F.S. Inc. Elizabeth Collins Trust Albert Jr. & Caryn Collins
4000 North Division 804 A. Freemont Street 9555 Ament Road
Morris,IL 60450 Yorkville, IL 60560 Yorkville, IL 60560
05-16-100-007 05-15-300-005 05-15-400-001
Albert Jr. & Caryn Collins Conifer Group L.L.C. Clyde Marital Gabel
9555 Arnent Road 6480 B Reservation Road 8242 Ament Road
Yorkville,EL 60560 Yorkville,IL 60560 Yorkville,IL 60560
05-22-200-006 05-22-300-009 05-22-400-001
Stewart Farms,L.L.C. Sue E.Tuttle Arnold V ogee Revocable Trust
6605 Route 126 9115 Route 47 8011 Walker Road
Yorkville,IL 60560 Yorkville, IL 60560 Yorkville,IL 60560
55-16-300-009 05-16-300-003 & 05-21-100-001 05-21-300-005
Cross Evangelical Lutheran Church Lois E.Burkhart Lelan F. Bretthauer
3609 Route 47 908 E. Reiman 218 Georgiana Street
Yorkville,IL 60560 Sandwich,IL 60548 Yorkville, IL 60560
35-21400-002 05-21400-008 05-21-400-010
Kathleen A.Hopkins Frank&Christine Hamp Frank& Christine Hamp
5418 Route 126 9239 Walker Road 9239 Walker Road
Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60560
)5-21-400-011 05-21400-013 05-21400-014
Keith&Kathleen Warpinsid Martin& Kristine Black John W. Black
L108 Mill Street 2504 Whitehall Lane 1000 Reidy Road
Plainfield,IL 60544 Naperville,IL 60564 Lisle, IL 60532
)5-21-400-003
iohn & Glenda Adkins Dhuse Family Farms,LP Marianne Richards
)825 Penman Road 28 Bonnie Lane 1012 Vista Circle
Yorkville,IL 60560 Yorkville,IL 60560 Franklin,TN 37067
05-21-400-005
Larry R. Cooper Annette Hattner
Jo 9103 Ament Road 45 Settler's Lane
Yorkville,IL 60560 Oswego,IL 60543
a -d 9ELS-ESS-069 s84eioossd Jamiew pJeyota Wd6S =8 soot 12 oaa
EXHIBIT"C"
OAKBROOK BANK,AS TRUSTEE UNDER THE PROVISIONS OF A CERTAIN
TRUST AGREEMENT DATED THE 13TH OF SEPTEMBER,2005,AND KNOWN
AS TRUST #3405 (Owner of parcel #05-16-400-002, located on the southeast corner
of State Route 47 and Ament Road in Yorkville, Kendall County, Illinois.),
JOHN ROBERT AMENT and STEVEN L. AMENT, TRUSTEES UNDER THE
LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL
DATED NOVEMBER 9, 1978,J. ROBERT AMENT and JACK C. WEIS
TRUSTEES UNDER THE J. ROBERT AMENT CHARITABLE REMAINDER
TRUST DATE NOVEMBER 3, 2005, JOHN ROBERT AMENT AND JACK C.
WEIS,TRUSTEES UNDER THE JOHN ROBERT AMENT LIVING TRUST
DATED OCTOBER 19,2005 AND AMENT I L.L.C.,A WYOMING LIMITED
LIABILITY COMPANY C/O JOHN ROBERT AMENT. (Owners of parcel# 05-
21-200-002, located on the east side of State Route 47 approximately one quarter mile
south of Ament Road in Yorkville, Kendall County, Illinois.),
DBRNC,L.P. AN ILLINOIS LIMITED PARTNERSHIP (Owner of parcel#05-16-
400-003, located on the southeast corner of State Route 47 and Ament Road in Yorkville,
Kendall County, Illinois.),
ROBERT J. MURST AND LORI L. MURST (Owners of parcel#05-22-100-002,
located at 9166 Penman Road in Yorkville, Kendall County, Illinois.) and
ANN MARIE SASSAMAN,JEAN ERNA INGEMUNSON, CHRISTOPHER
GABEL, KARRIE RUDD, AND JAMIE GABEL (Owners of parcel# 05-22-100-
003, located on the east side of Penman Road in Yorkville, Kendall County, Illinois.),
Exhibit D
UNITED CITY OF YORKVILLE ILLINOIS
DISCLOSURE OF BENEFICIARIES
OAKBROOK BANK TRUST 43405 Trustee of Property Identified as # 05-16-400-
002
Beneficiary: Richard Marker Associates, Inc.
Robert J. Murst& Lori L. Murst Owners of Property Identified as #05-22-100-002
Ann Marie Sassaman,Jamie Gabel, Karrie Rudd, Christopher Gabel,Jean Erna
Ingemunson Owners of Property Identified as #05-22-100-003
DBRNC,L.P. An Illinois Limited Partnership, Owner of Property Identified as #05-
16-400-003
Partners: Ross Ament, Connie Ellis Ament, and Nan M. Miller
AMENT I, LLC.,A Wyoming Limited Liability Company, Part Owner of The
Property Identified as 05-21-200-002.
Manager/Member: John Robert Ament
John Robert Ament Living Trust, Part Owner of The Property Identified as 05-21-
200-002.
Beneficiary: John Robert Ament
John Robert Ament Charitable Remainder Trust, Part Owner of The Property
Identified as 05-21-200-002
Beneficiary: John Robert Ament
Louise Marie Testamentary Trust, Part Owner of The Property Identified as 05-21-
200-002
Beneficiaries: John Robert Ament and Steven L. Ament
Verification
I, Vincent M. Rosanova, being first duly sworn under oath, depose and state that I am the
person making this disclosure, that I am duly authorized to make this disclosure, and that
I have read the above foregoing disclosure of Beneficiaries, and to the best of my
knowledge the statements contained therein are true in both substance and fact.
Subscribed and sworn before me this�day of 2006.
Notary Public
OFFICIAL SEAL
CYNTHIA KEPNER
NOTARY PUBLIC-STATE OF ILLINOIS
MY COMMISSION EXPIRES:10/05/09
120130/1
10. Submit the following to the Deputy Cleric 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: jlf b ae, f,oM (.O _
Petitioner(s) Signature: (All legal property owners signatures must appear on this application.)
Subscribed and sworn to before me this V:4' day of J4hMQ 200 4o
=OFF
PUBLIC
LLINOIS.15.dam APPLICATION MUST BE NOTARIZED.
Page 3 of 5
United City of Yorkville Annexation PUD Zoning,Special Use Application Revised 2/25/04
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: Z- 1— 06 _
Petitioner(s) Signature: (All legal property owners signatures must appear on this application.)
Subscribed and sworn to before me this 6 day of 2001 ,
L OFFICIAL SEAL
GINA ML GABEL �.
RY PUBLIC, E OF ILLINOIS Notary Seal MMISSION ES 2-18-?.008
THIS APPLICA TION.MUST BE NOTARIZED.
Page 3 of 5
United City of Yorkville,annexation PUD,Zoning,Special Use Application Revised. 2/25/04
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 oTHdav of e- 4 200
° .� ,� SEAL"
,.. Oarlson el
Notary Seal �., >y` :n`: , x;:teof Illinois
.0/08/2008
THIS APPLICATION MUST BE NOTARIZED.
Page 3 of 5
United City of Yorkville Annexation PUD,Zoning,Special Use Application Revised: 55/04
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.
This instrument Is eseculed by OAK BROOK BANK, not personally btu so" as Trasgs, so
/t aforesaid. All the covenants and conditions to be performed hereunder by OAK BROOK BARN(are
Date: ("J/ andcrt,ken by it solely as Trustee, as aforesaid and n uvidually and no personal liability
nMroeabie against OAK EM, J.i:K o, ,xon of arty nt the -nvenents,
:r n•mns reor-mtatlons or warranties contained in in,, ..Or—•mot
Petitioner(s) Signature: (Ali legal property owners signatures must appear on this application.)
---(001�
Subscribed and sworn t before me this I H4 day of 200k.
�, "OFFICIAL SEAL"
yA CHERYL CSISZAR ROBERSON
Notary Seal Notary Public,State of Illinois *
My Commission Expires n 03/22106
. . fy .....
rAPPLIC.4 TIOr
"N
.VI UST BE NOTARIZED,
Page
3 of 5
United City of Yorkville,annexation PUD Zoning,Special Use Application Revised: 2/25104
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"Y 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: (,ill legal properry owners signatures must appe on this application.)
V..
Subscribed and sworn to before me this day of �i"�► y 0
p. QP
p�'
Notary Seal
G
THIS APPLICATION YIU8V'BE NOTA D. ''74F OP
1441 _ <<
S�,S` YO/&AV
?.s
A
-•,ter r
Page 3 of 5
United City of Yorkville Annexation PUD Zoning,Special Use Application Revised. 2/25/04
SIGNATURE PAGE ADDENDUM
TO
APPLICATION AND PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
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: 0
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
Subscribed and Sworn to before me this da of Febru 2006. x '
Notary Public
I
i f.rliAL',:.A
, L
VA, SIEGLER
-,TA-7E Ofi ILLINOIS
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
SIGNATURE PAGE ADDENDUM
TO
APPLICATION AND PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
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: d z �-
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
Subscribed and Sworn to before me this .flay of February, 2006.
...............
�L
Notary Public
CI EIt:,lA1.SEAL
vq iS 0 2920
u JEX ^
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
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 properry owners signatures must appear on this application.)
c�
Subscribed and sworn to before me this `� day of t\/'7`%
' 0�.
Notary Seal 4 ----- i ' ".'�oti Us/,
0Q, qt
STS��A4
THIS APPLICATION ?'UST BE NOTARIZED.
(jr �
�B�Nd/Sai
'ar
a�
-jr
Page 3 of 5
United City of Yorkville annexation PUD Zoning,Special Use Application Revised: 2(25/04
SIGNATURE PAGE ADDENDUM
TO
APPLICATION AND PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
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 day of February, 2006. 9 i
Notary Public f
q'gry!®!(JmGlp'!&'!b C'w!P"N.'.SqJVlA1 /
€`NARY pUjt €S- `7 s"AJB OF€ti.CNOO
My COIAM1,96;0N,CYNAES Q-29-2008
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
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 IT' 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: (rill legal property o rs signatures must appe on this application.)
Subscribed and sworn to before me this day of bd 0
sr
sc
Notary Seal
-
THIS APPLICA TE-i
NORIZED
TIiN.YIU
Op
a�
za 0/ <
Page 3 of 5
United City of Yorkville.annexation PUD Zoning,Special Use Application Revised: 2/25/04
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 IT' 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 propem own ienatures must appear on this application.)
i�•
Subscribed and sworn to before me this day of,-.
y
yr ..-
�� yr
Notary Seal o q
OP
THIS APPLICTION MUS Rk 16T
-I
Page 3 of 5
United City of Yorkville Annexation PUD Zoning-special Use Application Revised. 2/25104
SIGNATURE PAGE ADDENDUM
TO
APPLICATION AND PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
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: 6 2_
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
Subscribed and Sworn to before me this /' d of February, 2006.
Notary Public
"4 ri !w
Ell
MY CQMMISSIGR EXPIRES S-21-2006
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
SIGNATURE PAGE ADDENDUM
TO
APPLICATION AND PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
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 Februa , 2006.
r
Notary Ptiblic
r4r� SIEGLER 1.
y NO ir't/RY yF'zt.'+ -i ATE QF JUINOIS
P�
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
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.)
1—
Subscribed and sworn to before me this day of
�c 1 3 i ltu p U;f ?c
cNOTARIF URA NT
3c
Notary Seal
a . COMiiAiS5t0 " ! "rte._Ft CINOIS�c
SS.✓ xrit,ES �5�s/
THIS APPLICATION ' 7VOT�RIZED.
Page 3 of 5
United City of Yorkville Annexation PUD,Zoning,5pecial Use Application Revised: 2/25/04
ANNEXATION,PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE
REQUEST
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: 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 l acre =$1,000;
over 1 acre but not over 10 =$2.500
over 10 acres, but not over 40 = 55,000
over 40 acres, but not over 100 = S 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 (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 2"d and 4d'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: 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: 2/25/04
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 boom 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.
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 o the Deputy Clerk,
United City of Yorkville, 800 Game Farm Road, Yorkville, 11 in ' 0.
Date: -2 Signature of Petitioner
Page 5 of 5
United City of Yorkville Annexation,PUD Zoning,Special Use Application Revised: 2/25/04
UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville,IL 60560
630/553-4350 \
PC# c0��-
APPLICATION & PETITION
Please Check One: x Preliminary Plan
Final Plat
Development Name: Heartland Crossing Date of Submission: �7
1. Name of Petitioner(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: 'Jeh S, oZ W 4.
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 �j1'f tQ/L�+li 12006
G
ENotaTAKV.LISL
NOTARY PUBLIC STATE OF ILLiI APPLICATION MUST BE NOTARIZED.
y Commission Expires 4.15
Page 2 of 7
United City of Yorkville Preliminary/Final Plat Application Revised' 5/4104
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: i
S - vt
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 ELiyU p, 1/ 2006
OEF�IeIA SEAL
G1NA M. GABEL
NOTARY PUBLIC,STATE OF ILLINOIS
Notary Seal If%'CO'c„�,ssc
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: Z-10-06
Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner,
Petitioner's Attorney.Engineer)must appear on this application.)
P L�`�``1D+� PO ,., L
Subscribed and sworn to before me this IOTA/ day of 006
Notary Seal
THIS APPLICATION MUST BE NOTARIZED.
"OFFICIAL SEAL"
Mary L. Carlson
Notary Public.State of Illinois
My Commission Exp.06/08/2008
Page 3 of i
United City of Yorkville Preliminary/Final Plat Application Revised'. 5/4104
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,
r„,. ,,., m•m s .taw:uten t/y OAK NieNiK BANK,Pe�ti wioneFysnrttotye�;Frn ,nne�jr)must appear on this application.)
Prnit+S 1 1! th, —vetlants and ommditlnns M h.oerrn W haraundst „y :tf.0 u 1°NN aro
unn art.• > 0 s„lely as Trvalse, as aforesaid and not Individually, end nn r-5—Al
sn- ' .t +sserter ..r to enforoeeDle against OAK &KOOK BANK by reason M any ni the ,;nvemnt'
statamenis. reoreaentetfons or warranties oonleined In this Instrument.
Subscribed and srA;1,V0re-=e4� day of , 200 W
11Ol FI('lAl, SEAL”
�+CHERYL CSiSZAR ROBERSON
;+ Notary Public.State of liiinois G
�+ My commission Exoires 03'22'06
Notary Sealy+P.ltri�rift�+�rE✓fr4���!. rf►!s!r!S�r
THIS APPLICATION MUST BE NOTARIZED.
Page 2 of 7
United City of Yorkville Prelitninary/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.)
i
/ V
. 4 0
Subscribed and sworn to before me t0 s i �'�1--- day of -
,54Y �, F:
c p lEi 'ter
Notary Seal
THIS APPLICATION MUST, 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: D
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 �f ¢ay of February, 2006.
r�
Notary P lic
f
F'
CAShared 2006\Rea! 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.)
C
_-_-
Subscribed and sworn to before me this day of - 00
,<NO7AFi
Notary Seal
THIS APPLICA TION,V UST BE'7V6TARIZED.
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: 02 -
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.
. �. Notary Public
E ER
-' OF=NOtS
r ?`S E-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 Ta'y ofr. 200_6_-
N •�, '�:r_�;,-CIA!���"',�.-� -j
o
Notary Seal - . �^�• �.:� ,,,;;-'``tcrs>�
THIS APPLICATION MUST BE NOT 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.
Date:
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
Subscribed and Sworn to before me this clay of February, 2006. _
Notary u tic
OF fiLL6NW
C-X- ;R86&21-2008
C:\Shared 2006\Real Estate.2 006\ament.s ignaturepage.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;,t�l
�NQ�
A r.7. ti ,,, .1 At
MY ' 4 �" yR,a
corgist --Xµ F`bt�
y
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
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
before me this ! a of February, 2006.
Subscribed and Sworn to Y �
Notary Public
• .. _�"sue,..
. , EGLER
OF UINCIS
CAShared 2006\Rea! 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.)
I
'- , 200 .
Subscribed and sworn to before me this day of
COL.-
At I
Notary Seal
A
THIS APPLICATION 1Ni1ST$E O ARIZEb.
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:
LOUISE MARIE AMENT TESTAMENTARY TRUST
CREATED BY WILL DATED NOVEMBER 9, 1978
Steven L. Ament, Trustee
Subscribed and Sworn to before me this I u day of February, 2006.
Notary Pub
r
NOTARY P,'St.`t: .
CAShared 2006\Real Estate.2006\ament.signaturepage.doc
Exhibit A •
SMITH ENGINEERING CONSULTANTS, INC. •
CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS
7613 JOHN Sasser
PLAT OF ANNEXATION YORKVILLE.ILNMOIS 60660
PH'.9 80653-7FAX ea0-663-7696
milhenaineering cam66 E-NAIL sece•mithenKI•••vne.cam
•NCHENNY •HUNTLEY •YORKVILLE
ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000106
TO THE COMP.FILE: °50672-zoning-exhibit.dwg
1 if l/lf_J PLOT FILE.STANDARD
NEW Annexation
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
4 N R_
ANENT ROAD
571.78', ,�588YlT01'M:1566.90 omI),
'' x,y $ NOR TN LINE OF THE SOUTHEAST
p{,N' QUARTER OF SECTION 16
56527'
N01'29'05'W I ,
332.64'
�
I 1 F -LANDS HEREBY ANNEXED
V 2
N8830'35£ n
pry. EXJSRNG UNITED
9.50' II
:131 :.:Le i CITYOF 1E UNITE
N
2,'i ci i -� CORPORATE LIMNS
n
Ai :1',';';', ': '''''' ''.'-''''',•:,.i-F-... ,, ''' ' . .' . . . §1
U
a� � TOTAL A/V\,EXATION
), t AREA - 5/4.33 ACRES
-itN R, OF LAND MORE OR
�� LESS
II
I1 12
J,� P4.
. N R_
NORTH UNE OF THE NORTHEAST NORTH LINE OF THE NORTHWEST "��
N_' J///QUARTER OF SECTION 21 /QUARTER OF SECRON 22 (G_� —_
--- F t y ...1'_L. NRIP t"'{ ,_1861¢r- - N66TN04'E' 2637.81 12 11
1jTl 111 e0'.lowOfF • P
EAST NOW.LINE OF N ANNEXABLW
i�2 PLAATS:47 PER 7S DATED MARCH
27
j 1990 AS DOCUMENT- Jw
: No.90189! 1 1897,01"*,:. pAGICCI. '7�
2N; mi 5 Is t�
V=2, ngc
q�Y� ly° I
s
1 Pn,
roz I I
A,�
UI' I EAST LINE OF FORMER
�f I /FOX&ILLINOIS UNION,
RAILWAY:COIIPANY
I OUIH LINE 0r THE NORTH!EST N R.
N'�� /QUARlER OF SECTION IT
N" T18Y 263447' __ —
t76157 2762!6, 1319.73 9 -
.
11, Feil/A74 4
w4p®p. SOUTH LINE OF THE NORTHEAST R /
QUARTER OF SECTION 21 4
L^
1o: Q{ 11 1 1g
R_II am t g X
131
V. j
,
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----------
31 95.0
i
' ' N R_
, NR
11 11 ____—__
11 11 ,n _ _
PARCEL 1:
THAT PART OF THE SOUTHEAST I/4 OF SECTION 16, TOWNSHIP J6 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS
STATE ROUTE NO 47 WITH THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST 7/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE
SOUTHERLY,PERPENDICULAR TO THE LAST DESCRIBED COURSE. 381.0 FEET; THENCE WESTERLY,PARALLEL WITH SAID NORTH LINE. 565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT
OF WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE, 571.78 FEET TO THE POINT OF BEGINNING,IN KENDALL TOWNSHIP,
KENDALL COUNTY,ILLINOIS.
PARCEL 21
THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,EXCEPT THE RIGHT-OF-WAY OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY AND ALSO EXCEPTING THE RIGHT
OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1890 IN KENDALL TOWNSHIP.KENDALL COUNTY,ILLINOIS AND ALSO EXCEPTING THEREFROM THAT PART OF THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP
.38 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 NUN THE WESTERLY EXTENSION OF THE NORTH
LINE OF SAID SOUTHEAST 1/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE, 381.0 FEET;
THENCE WESTERLY PARALLEL WITH SAID NORTH LINE, 565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT-OF-WAY THENCE NORTHERLY, WESTERLY,AND NORTHERLY ALONG SAID
EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE,571.78 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS.
PARCEL 3
THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPT A STRIP 3 RODS NIDE OFF THE REST SIDE THEREOF, CONVEYED TO THE FOX AND ILLINOIS UNION
RAILWAY COMPANY BY DEED DATED SEPTEMBER 1, 1911 AND RECORDED FEBRUARY 28, 1912 IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS IN BOOK 66 AT PACE 291 AND ALSO EXCEPTING THEREFROM THE
RIGHT OF WAY OF ILLINOIS STATE ROUTE N0. 47 PER DOCUMENT NUMBER 90-1691,IN KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS.
EXCEPT A 100 FOOT BY 80 FOOT LEASE SITE OVER THAT PART OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP J6 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS'
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 21; THENCE SOUTH 88 DEGREES 03 MINUTES 02 SECONDS WEST 35.24 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID
SECTION 21; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE 1.18 FEET TO THE NORTHEAST CORNER OF THE LEASE SIDE, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 02 DEGREES 22
MINUTES 44 SECONDS EAST 8000 FEET; THENCE SOUTH 87 DECREES 37 MINUTES 36 SECONDS WEST 100.00 FEET; THENCE NORTH 02 DEGREES 22 MINUTES 44 SECONDS WEST 8000 FEET; THENCE NORTH 87 DEGREES 37
MINUTES 16 SECONDS EAST 10000 FEET TO THE POINT OF BEGINNING ALL IN KENDALL COUNTY ILLINOIS.
PARCEL 41
THE NORTHWEST QUARTER OF SECTION 22 AND ALL THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 22 LYING NORTHERLY OF A DITCH RUNNING THROUGH SAID WEST HALF, WHICH DITCH BEGINS AT A
POINT ON THE WEST LINE OF SAID SECTION 22,A DISTANCE OF 95.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AFORESAID. AND RUNS NORTHEASTERLY TO A POINT N
ON THE EAST LINE OF SAID WEST HALF 7020 FEET NORTH OF THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SAID 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 FOLLOWS: COMMENCING AT
THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH,ALONG THE WEST LINE OF SAID NORTHWEST QUARTER. 812.0 FEET THENCE EASTERLY, ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES
00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM, 682.0 FEET; THENCE NORTH, PARALLEL WITH SAID WEST LINE, 85.0 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH.PARALLEL WITH SAID
WEST LINE 273.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE. 604.78 FEET; THENCE NORTH PARALLEL N1TH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF
89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE. MEASURED CLOCKWISE THEREFROM, 604.81 FEET TO THE POINT OF BEGINNING;ALL IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. 1
PARCEL 5:PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS; COMMENGNG AT THE NOR INVEST LORNER OF SAID NOR/HWEST QUARTER; THENCE SOUTH.ALONG THE NEST LINE OF SAID 8.-.1...-B
NORTHWEST QUARTER,872.0 FEET; THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES DO MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE.MEASURED CLOCKWISE THEREFROM.682.0 FEET; THENCE NORTH,PARALLEL WITH
SAID NEST LINE,850 FEET FOR THE POINT OF BEGINNING' THENCE SOUTH,PARALLEL WITH SAID WEST LINE 273.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,604.78 FEET THENCE NORTH PARALLEL IMTH SAID WEST LINE
219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM.604.81 FEET TO THE POINT OF BEGINNING ALL IN KENDALL
TOWNSHIP,KENDALL COUNTY,ILLINOIS.
S
NOTE
SURVEYOR'S CERTIFICATE ALL AREAS SHOHIO HEREON ARE MORE OR LESS
STATE OF ILLINOIS ) BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED. REFER
ID APPROVED ANNEXATION DOCUMENTS FOR DETAILED DESCRIPTIONS
)SS ACREAGES AND DIMENSIONS
COUNTY OF KENDALL)
PLAT OF ANNEXA TION
I.Craig L. Duy,Illinois Professional Land Surveyor Number 3359,do NOTES: PART OF THE SOUTHEAST QUARTER OF SECTION 16,PART OF THE
hereby certify thot the Plat of Eosement hereon drown was prepared NORTHEAST QUARTER OF SECTION 21, AND PART OF THE NEST HALFs oearIllinois State
using previous survey information and mops,plots and other instruments • Basis bearings = IlliPlane Coordinate System, East Zone OF SECTION 22, TOWNSHIP 36 NORTH,RANGE 7 FAST OF THE THIRD
of record for the uses and purposes herein set forth,of the hereon • This mop was
created for use as a Plat of Annexation. This mop is not PRINCIPAL MERIDIAN,KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS
described property. to be used forany construction or stoking purposes without consent from
Doted at Yorkville,Kendall County Illinois,December 1,A.D. 2005. a proper agent of Smith Engineering Consultants, Inc.
• This 15 NOT o Plot Of Survey. No assumptions or agreements as to
ownership, use, or possession can be conveyed from this document. REVISIONS _ DWN BY: INT: DATE: PROJECT NO.
• No underground improvements have been located unless shown and noted. I. NTD 12/2/05 050735.04-04
• No distance should be assumed by scaling.
Illinois Professional Land Surveyor No.3359 2. DSN BY: INT: HORIZ SCALE: SHEET NO.
• This map is void without original embossed or red colored seal and
License expiration dote: 11/30/2006 signature affixed. J. - ---`SOC .
4. CHK BY: INT: VERT SCALE; 1 OF 1
5 CLD -
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 engineers 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 onehe
Whole for discussion. The Economic Development Committee consists of three (plus
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 homeowners
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 Countv 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
be current lbe ore this project Administrative
and Planning Consultant
project can proceed to 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. ZnZ-7 oCo ate Sigature o Petitioner
Page 4 of 7
United City of Yorkville Preliminary/Tinal Plat Application Revised: 5/4/04
CHECK LIST FOR PRELIMINARY PLANS
SECTION l: WRITTEN DOCUMENTS
1. Aland 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 '_: GENERAL PLAN INFORMATION
1. A rendered outline of the area covered by such preliminary
plan drawn at a scale of not less than I 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.
8. 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 l: WRITTEN DOCUMENTS
1. Aland 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
I. 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
1. 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 comer:
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: 5/4/04
United City of Yorkville Memo
800 Game Farm Road
EST. __ 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
09 w� p� Fax: 630-553-3436
K �2
<LE
Date: April 19, 2006
To: Bart Olson
From: Travis Miller,Community Development Director
Subject: Heartland Crossing—Plan Council Comments
General Comments
The Wetland Delineation Report prepared by Smith Engineering December 14, 2005 has
been sent to CDF, our wetland consultant for review. Comments will be forwarded as
soon as they are received.
Landscape Plan:
1. Landscape Ordinance requires shrub size a minimum size of 24"at
installation. Three plants are specified on the Preliminary Plant List under
this size. Revise the plant list accordingly.
2. Provide the required bufferyards between all non-residential and residential
uses on the landscape plan per the Landscape Ordinance requirements. This
includes proposed lots 813, 814, 815, 818, 819, 821;
Preliminary PUD Plan:
1. Provide north-south connectivity through proposed lots 818 and 819 in the
form of a service drive to allow connectivity between the commercial areas
without forcing traffic onto Route 47.
2. Correct spelling of`Penman' Road;
3. Proposed future connection to the south, south of Lot 432 appears to conflict
with the location of Lot 432—recommend reconfiguring/removing Lot 432;
I
PRELIMINARY P.U. D. PLAT SMITH ENGINEERING CONSULTANTS, INC.
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A PLANNED UNIT DEVELOPMENT
YORKVILLE, ILLINOIS
KENDALL TOWNSHIP, KENDALL COUNTY
SECTIONS 16, 21 & 22 TOWNSHIP 36 NORTH, RANGE 7 EAST LOCATION MAP FRO,VT
EXISTING ZONING - (KENDALL COUNTY, A-1) Areell
PROPOSED ZONING - (CITY OF YORKVILLE, R-2 AND B-3 P.U.D.)
PLAT PREPARED FOR:
RICHARD MARKER ASSOCIATES, INC.
654 HEARTLAND DRIVE
YORKVILLE, ILLINOIS 60560
OFFICE: (630) 553-3322 4. A"`
FAx: (630) 553-5736
PROJECT CONTACT: 7 W IA- G 1
MR. GARY NEYER
DDL-m (630) 553-3322
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PROPOSED ZONING R-2 P.U.D. AND B-3
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m III LOT 257 o Jx=�• +1I , 24100 S.F.11800• 120.00' �o sBB7B'078YM£ $ •I 4•
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1 I LOT 290 66' R.O.W 720.00•_ LOT 247 I I$ 100200 sr.
$ 58878 D6'W
taD.00' _-
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e LOT 289 �" 720 0n' $. LOT 218 p c'_x
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/ I 1 iM 00' J_
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T 7�00' $ S887A'06'W a 10.200 SF
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LOT 304 �4; r 11,004 SF. �i6A78'06Y 10x0 SF. p
10762 SF h 929,791 S.F. ;A„ e -
4 ' CO°EN SPACE 1:; a^� ,W I 170-_00'
.T Ni a 130.00'
TO 8E C(M4l•£70 7 1 p y LOT 0.61 s r rNB878'06"F
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F /?9/L,•Qc Ig �' LOT 243
/ y`0 sie O.Op• ° 10,200 Sr I gl I $ __
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ti �1o,s21 S.F. tiyw / h �sD 2 ^2 n,411 sF n {EARTL.AND CROSSNG
¢T" v�-4>- A /� N T��, 4- YORKVILLE, ILLINOIS
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LOT 284 ^ •4, ice / / 4 f71K el': IN7: 1EWr SCAL£:
FOR CONTINUATION SEE SHEET 88 i CID H A
SMITH ENGINEERING MUF CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT COIL/61H1 CTRR�i.�„ .,�n".�,°°°
HEARTLAND CROSSING "I-O mcw im��_
iS`<,. IIIINOie►RptA110N1G 61OIGM 1601/1M-006106
LPM',fll..MO)At R.MI T.y '
A PLANNED UNIT DEVELOPMENT ac•x`sn v<u
PROPOSED ZONING - R-2 P.U.D. AND 8-3
NO—H CIE OF THE SOUTHEAST QUARTER
Or.SEC 16-36-7
0
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p 70,200 SF. I EAST EIE OF Tw SOUTHEAST QUARTER
of sec/6 36-7
m
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'\ !1,273 S.F 65.89' 40.00'/
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FOR CONTINUATION SEE SHEET#3 120.00'
NBB'28'08'E
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.S%n8'06�W a In i0 8f CONVEt£D
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120.00 ,1'! 7o TIC H.0A)
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FOR CONTINUATION SEE 3hIEET N6 FOR CONTINUATION SEE SHEET V 1, sG5 02 7 050735 _
E DSN or WT.. HORIZ SCALE SHEET NO.
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NIA 1'=60'
• CN1t 9Y: INT.- %"T SCALE 4
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SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U. D. PLAT
HEARTLAND GROSSING
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A PLANNED UNIT DEVELOPMENT P9T r.srA +Ra
FOR CONTINUATION SEE SHEET 1C1 '�' FOR CON7(NUATION 9EE SHEET p1
PROPOSED ZONING — R-2 P.U.D. AND B-3 I '
LOT 620 /
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PRELIMNARY P1J.D, PLAT
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RLM1076
DWI 8T` INT: DATE PROtECT NO.
1. JOS 02127105 0507J5
L=O.77
R=2500 t b91 81". TNT; HOW SCALE: SHEET NO.
--—T- 1111.98' ��`` t N/A T SCALE'
FOR CONTINUATION SFE SHEET A8 T • CNN BY: IN7: VER7 SANE: 5
S CID N A
SMITH L/97Rt T0a ING CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT � � �� �
rum,
HEARTLAND GROSSING
OLINOB PlDTt9l40BAL DIDtGe /164-D 1.
COW IM E..0.50)15 A.--f.dn
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A PLANNED UNIT DEVELOPMENT MFW WG JS as
PROPOSED ZONING - R-2 P.U.D. AND B-3
A•
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LOT 265 e7. LOT 240 ♦� / r0.e18 Sr F smzebd w 6
LOT 282 / / 70,200 S.F. 10,200 S.F.
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LOT 171 i
h� ., ey : 4/11 10.200 SF j gl
LOT 281 / ham/ LOT 266 `� LOT 239 s / / 010 LOT 220 I
10.2 SF �� 1,0,200 S.F. 10.200 S.F. a I0.89I SF. 120.00'
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LOT 286 `� �'+� �j LOT 237 '" / ae ;�- aoe 57- sa z
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FOR CONTINUATION SEE SHEET 49
(n rrrr)
t 15A6.W ti
PPELMNARY P.UD' PLAT
HEARTLAND CROSSING
YORKVILLE, ILLINOIS
RFA610R5 DM91 BY: INT: DATE PROECT NO.
1. "Cs O2 7 Ca 0507J5
2 091 B1". MI HORR SCALE` SHEET NO.
J N A 560'
4 CHK BT: -INT: 1487 scAlE 6
a Cw N A
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U. D. PLAT "°`� ®
HEARTLAND CROSSING
IILN08 PB916ti9N)lYL➢MGp 1M�N"�264-966]96
G9M.F6 Ctl M-P -.
ROI R:L STAN°Uro
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
FOR CONTINUATION SEE SHEET#4
S"7806 w
110.00' _I 15.W'
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m ILLINOIS LOT ILLINOIS 148 .+ -IN8B7B'06 E I z YORKVLLF. ILLINOIS
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i
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I Iry I 18
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a I CHK W. INT.. HEAT SCALE- 8
S CID N A
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT
HEARTLAND GROSSING
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10.750' 8500' ._8500' 85.00' e'.0' 1038.50 N8BR6'Oe EE LOT 606
FOR CONTINUATION SEE SHEET 812 599,673 SF.
(SCON k OPEN SPACE `
TO BE CqY Y£f£D TO IHf HO.A.)
GRAPHIC SCALE
(anal
PREWNJARY P1J.D. PLAT
FEARTLAND CROSSING
YORKVILLE, LLINOIS
RE\00/4 01111 81". INT: DAZE PRGECT Na
1,_ .,C3 OZ 7 6 - 050735
2 091 BM INT: HOIBZ SCALE: SHEET N0.
NIA I-wl
A CHI(BM INT: 1ERT SGLE: .�
{ 70 N A
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U.D. PLAT �_ ����
HEARTLAND GROSSING
IIJJN019 P�DP69810111L 0[9011 IWe• :M-069106
LrIIP.Fl f:O.bA1T-Ym-F/nf.rlry
I
ROT£YE STANWAp
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
I
FOR COM'INLIATION SEE SHEET W.
m
LOT 42 cn I
Jr -- g .10,245 SF
�
�2 m. I � 1
4762• N8878'06 E I REST LANE CF RiE'
14• I NORIHOEST GUAH&H
,,..,.NBB2H•OB'E
Of SEC 22-36-7
LOT 147 \' 'b 7,, f ! Ig 1oOT 43
2F . S+ 1 I
11.348 Sr
720,14' w I-
�' 6 LOT 146 3— ---._. f V N8878'06"E
Ii,017 5F. ry
O I�
LOT 118 m i3l I
7 a '7.708 SF] m I lu LOT 44 U I IN
`Z' NI to ]0,700 S.F. O 1
M6s7.3p" 1 I
11133' ml Im.
119.87' I O
z 58878'06w + N8878.06E 0
LOT 794 z
°
0 `M1 .� 939,291 S.F. '�-' LOT 117 m LOT 45 I I
L5Q M1 (OPEN SPACE '�' 1,2397 S.F I M n ,i 10.950 SF m I I I C
1� TD DF CON4FYED { vl c
LOT 112 TO THE HO.AJ I
,c� * nsz2 s. � /Z �I _ 12s9s• I�—.}'s9- o
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°.ra LOT 113 `� IZ2250 ST, hAF r ! LOT 46F ,off
Tp
7z
S o
121- 1 �tie V >ov o / 4/b / y li
N7 111 115 0$, N
LOT �ay4i A A LOT 47
1� 12,250 SF 11,520 SF. I I
1 m- LOT 114 Y
129]8 SF.
o x.129'
= I D
t7ry °4fi. 6.1.18' 3B.J6' w. q5i LOT 48 C7
ni a 71,724 SF. I
121.14•
T�5.-OO' 2J.7e' 4' LOT 49 �I I•
85.00" 59.57 Y,+,b ,2,017 SF N I 8 LOT 811
_ _ - - I 845'"SF
°- ='w, LOT 50 or`C �I I (FUTURE SCHOU1IPARK)
• `� LOT 52 ��,11I� LOT 51 �,a 12,083 S.F "• l t T LOT 803 w y
�+ LOT 53 U•o !0.200 S'3�U g 11,17]SF 2J4062 SF I 10 S
10.260 S.f.N _ N L8 (5,NM&0PF'N SPACF CI
mlq o BE CONVEYED TO mE H.O.A.)
fOn2?_E --
85.00 85.00' �_ 10284" j17916� \ I
N8877'49'E
----------------�g--------
— o
-
5di*B't97 '. I LOT 807
1Oi J1 I 717,0.17.S F.
(S W.AI&OPEN SPACE
LOT 804 I 1 TO BE CONVEYED TO THE H.O.A,)
LOT 365 r; LOT 356
0� �,8 199.600 SF. I
10,020 SF N 10,762 SF, p 7 SW.M&OPEN SPACE
E ^' LOT 357 A. �i °/• TO TAE CONW:0 TO THE H.O.A.) I 1
Sr $
O
4 h
- ca [. LOT 368
y 0.77' \\p, 14 700 S.F. n, I Iw `� 4}
_I
VI 4
LOT 359
y 5896%�•�\ \ 10,020 SF +I
U o LOT 383 0�` o S \♦ N� LOT 360 �f
�+
11,039 SF 10,020 Sr
,
tl
LOT 362 '� `Y!o. EAST EAS Q R4£ I I I
m y^ 17,475 SF Ob N071IHEAST WARIER -
LOT 381 OF SEC 21-36-7 I I
� � �- ?� I 3
Moo 1'�A�9 10020 SF,
NB9S1 T7'W 'rSv R>• `�°� LOT 381
1 02 SF :• �T °e� sti. 24''
A.
LOT 362
T a 10.616 S.F. I I I F.--
5 LOT 380
010
97j s`b. ay $.LOT 379 LOT 363 •°.`, "
0
Oti 76 \r 10.755 SF
020 SF
LOT 378 TON
LOT 805 t2,6095.F.
i 599,67J SF. fi
(SW.M&OPEN SPACE pj• 120,00
TO BE CONWYED 70 731E'L 49 - GRAPHIC SCALE
H.nA.) t` 57T5B
(newer)
loch-!0 K
PRE.MMNARY PIJD. PLAT
4 EARTLA D CROSSING
YORKVILLE, LLINOIS
NM91010 D1M/YV: INT: DATE PROJECT N0.
1. ,165 OT 27 050735
i. DSN DY: INT: WMZ SCALE: SiIEET N0.
1 N A I'=-60,
WIT: PERT SCALE: )O
NIA
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT ✓ °' � �
H EIARTLAN D CROSSING
078018 POWESS INAL DIISG YOW 0 IN_MIM
ROT!%£SfANNNO
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
FOR CONTINUATION SEE SHEET 08-_ —- --
I i
-
I �
NN r ( r�� rIIO286 SC- 00 o lOT 392
7'x. v o l0T 394 � LOT 393 �'v, T 395 LOT S.F. 1(4100 SF
SF. NIS f0,70C s.[.N nt
', 1�! t �,�. (4x(48•
2 "� • ,. � I IOJ 50' 8500' I
'-
» � III
` I LOT WS
.,. ✓59.67)S.F.
Ig
TO SE CCN1£rED TD THE N.G A.)
V I �I 10550' r eSDO' eSOD' ASOO'
tl LOT 816 81 0l L'j LOT 398 � �0 0399 S.r. SF Ui$ I0,T00 SF. 4100 S.F.p$(COMMERCIAL; � 85. 'Z-
I I I =
a
`I CWI ED -
B(gIT- -NHY 5�1
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IR.o-w — M^� 1 o LOT 4501
I I a•=s° _ --{ I LOT 433 LOT 45
17"16 sr 8$ 10.100 Sr g razoo sF,vl8 N
I Ig IR
150.00' 85.00' 100'
At
N8826'08T
LOT 810
7.1-11904 SF.
LOT 434 8�+� (PARK SITE"TO BE CON'.£YED TO
THE UNITFO CYTY OF YORK18LLE)
v I
w,ra Y
-NEST LME OF THE
NORTHEAST QUARTER 0t/AR/ER » •: _ /50.00' __ 85pJ' AS 00'
OF SEC 71-36-7
I I I ---NB876'OA'F ;
g-.
LOT 438 4 LOT 437 s�
6 8$ 'D•70�SF 8 ro.2cc S.E. 8-1
L_— - -
I
L-L50 n 17100' _ 8500'
__
__ _�- o
--r-6x00' 85.00
83.00 -7 E500- �eaoo' 5x-00'
T 550(4-� ss.oD'r
JJ0.00' ---�I"-
g�' LOT 42:
L=1..x3 °m i LOT 428 I"„• �^o LOT 428 °d' LOT 425 i•, ILOT 424 I.'R
R=2508 o LOT 430 8 LOT 447 10,100 SF $ v -
a u LOT 429 �, 10,700.-'FF $ (4700 S.F.cri f0,1G0 S
I $ LOT 432 o o LOT 431 �I• `z• ID,20D sF ui 18,7(40 SF u g 1(4700.sF 8 ro -
o ro,2%sF, $ 10,100 s.F 8- N H �1
a 10,200 S.F. I m
j 1 AS.a L 850x'
I 8500_- _. 8500' !15.00' 85.(40'_1_-.'
85.00' �.8500' I 8500' 65.00' 1760.00'N88?B'OD'E
I n
LOT 815 0
t 106,J44 Sr. cu'
I I (Ll`EICE/UMiTEO RETAIL) N LOT 805
^1 0 599,877 SF.
(S A:M&OPEN SPACE
TO W CON 1f1'ED TO THE N.O.A.)
I 5IXTTH LTNE OF 771E MMMEAST WARIER
OF SEC 21-38-7
im
SU
Olp
all
I I
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91 GRAPHIC SCALE
(d IQI I
I me►-s9 n
PR3IMMAfZY PAID. PLAT
I EARTLANI) CROSSNG
YORKVILLE, GLINDIS
I[M90ID1 DWN Im. MT: DATE' PROJECT NO.
I. A05 02127lb6 050733
L D9i
H NOR11 SCALE SfEET N0.
VERT SCALE: 11
y. YO
NIA
I
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U. D. PLAT LT°B� °�O cI8fIR6.RD RDR.x,eRa
HEARTLAND GROSSING COMP Fl 0.O NWlRO 00NAL D01CR)f�f 1�-°°°l�
xor rxasr�MUm
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
FOR CONTINUATION SLE SHEET#9
W50
g75
aJ.50_ _.50- L '- 83.50'�, 87.1Y �-- [X75.65•
- - - 1126 tT NW70,qe'E
i � ` J=•'
- -- -- a5 00 85 00 56.9Y' ^'7 61-
_ x3.00' 85.00' I 83.00' 8.5.00' T-85.00'
83.x' w ----_
i
,�; t V o LOT LOT 383 g.ro '70 ♦ \
LOT 387 LOT 385 w ,�.
8 LOT 388 P LOT 388 w° LOT 388 �.;° 70,700 S.F.u$ 1/,838 S.F. �'$
o LOT 392 4 o LOT 391 4� LOT 390 L," � I 10.200 S.F. $ 10.200 S.F.cri$ !0,700 SF.N$ ti LOT 382
10.200 S.F.u$ 10,200 SF. g 70.700 SF ro g 18100 SF.ti �,� a rR /2,<75 S.F.
161,200 SX' I x�85,00' 8500' 65.00' 65.00' 7807'
BSOD' 85_ 1 N89'5177"W gJ94FR7. LOT 381 .
103650'N8826'OB'E
��o} 10,020 sr., � �` �� ♦�v
ry
LOT
957.50 N8826'08T 712.1. 10,020 SF.
b500' 85 x' 85� 85x' 85x' 95.x' 85.x' I B5x' S$7T7J54'E c' tP ♦ �!`
to b-
� �'�'Br• `bm.`£a• s'Ahb a"
_ LOT 379
LOT 399 y 15 LOT 403 w LOT 404 LOT 405 LOT 408 4 LOT 407 8 fi ,; Io.o2o s.F.
�' LOT 400 Z»:� LOT 401 1 LOT 402 70,200 sF u$ 70.200.S.F $ 70.100 SF $ 10,700 SF.(u 8 n,022 SF m �i
O $ rQ,zoo s.r. SF 8 10,200 Sr
fo.zx s.F $ - v _ of Slsnc� �♦
Ax_ 850Q'_ 83.00' 83.x' L=70.4g•-! ��ryb }�� LOT 378
00 95. x0 •
_ x_._ /2,809 S.F.
LOT 409 W�,
11,080 F .5y s_
_ 991.Ot'N%26'09"F - _ _ x - - - ~--�� ` S. t.�,04
z - D 00 f L
.00'
oo' A5x 85.x' 085. 0' 129-.04' `\♦ A� 'fig
m LoT 377
L07 410 q g la 7M S.F.
m ti o �� - \♦ �� Mon s.F
a gIN o w'd' LOT 447 $a LOT 446 $ LOT 445 LOT 444 c ♦ \ . 12000'
T 450 o o2DO S >~ LOT449 ro,zx sF. $ 10,200 sF $ 10,200 sF. 8 \ \ \ Od
?x 70,200 SF. Ig 70.100 SF N$ 70,200 S.F.N$ „ ` 12ay9.L 5887C0 9'W
n "1 I r N7Y z
1 R' LOT 378
'3.00' fl5x�_8500 85.x'_ 85.0 __85 ' 84,00'_-- T 1 4� LOT 411 Y g m�" 10.070 SF
664x' 0x N8B26'a9"E LOT 810 I`q Ie aao sF.
7.75904 Sr ,,°„ L 772
I 56827'09"M O
(PARR 577E TO BE CONYtYED 70 a 710.x__ 170.x•
7HE UNITED C71Y OF YORKY7t7F) 58774:76
J 1 rye � WNW
N8826'08 E
1 h
-ras-.ao' s5x' es.x' - 95.00' es.DD' 72800• _1» LOT 375
'S x' 85.00' 1 T
1� S7B*?se2 ac2osr.
z z o o �
LOT 412 12a00' y
O_ O ,OT"3 p 11.060 S.F. SB827'09"w
LOT 438 '� LOT 439 ,E LOT 440 y do LOT 441 i»S J0� �U$ 10 2200 sF N 8 4
1T 437 �', 10200 SF $ 10.200 S.F. $ N m
?00 SF,u$ 70.200 5'.F.ti$ I0,7x SF.4$ {�^ g �. A
LOT
300'_- �- BSx� 95.00' _85.00 85.00 -�_ m
g5x• !79.04_ I0.02a S.I.
LOT 413 _ 120•x'
;1,080 SF, 58871'09"
-- - �'T5 s ,� h
l=.76 J9 `5k��5b z
89.x' 65.00 65.x' 81.97• LOT 414 ` P59� $ LOT 373
85x' 85.x' 9500•_ T - N o 10.90E SF t
O o O.,, Motto ST.
X
LOT
LOT 421 55..��8 LOT 420 i♦ LOT 419 LOT 418 4 LOT1i7_ � rQ�±s se.`"$ Ir,aea sr. 4eaby6 �yB'sly7'"'
�»o LOT 423 ". `7 )0.200 S.F. $ 70,200 S.F. $ 10.200 SF $ �" .0}
,. 10,200 SF. $ �" q
$ 70,200 SF.�$ 10.200 SF�$ !8200 SF�n g �' �''� � � LOT 372
14 m m
114.88�i 17,26E SF.
86.10' -•��(1 40'E •t`j No
65.x' 6500 - N1M75062..: N781
4
LOT 805
599,673 SF.
(S.W.M&OPEN&-A CE
TO BE CONVEYED TO 7NE.N.O.A.)
11-SOU771 I NE OF THE NORTHEAST QUARTER
of SEC 71-36-7
213 6'
2582.16 588'0673"W � �"
' •..u0.,..,... .. :�•�; N!'r3�"2' `!.:.
.cF .V ,M i 'x .'�Y •-w .y_ .'? ' ?.,::ten',
0. _P
f
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(Iw mat)
PRMKNNARY P.U.D. PLAT
HEARTLAND CROSSING
YORICVILLE, LLNOIS
_ 13\elaa DMN BYr, INT: DATE PRQECT N0.
xS 021271t.6 050735
i 091 or. WT: NORQ SCAL£ SNFET N0.
1 N A I'=80'
A ow 9Y: VERT SCALE: 12
3 CLD N/A
I
SMiTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U. D. PLAT " M�AM"�M
m
HEARTLAND CROSSING '�`�
A PLANNED UNIT DEVELOPMENT mar W7",sA W7"1j
PROPOSED ZONING - R-2 P.U.D. AND B-3
FOR CONTINUATION SEE SHEET 010
1 I 1
EAST LAC OF NE
NORTHEAST QU7ARTER 1 I LOT 807 7 FpRC
OF SEC 27-36-7 I 217.477 SF
(S.wu a� 7S• lY(/q
1f1 •f. �.Z LOT 804 ' r OPEN•
p 2J.`?•. 199,600 SF SPACE 1
(SWAT k OPEN 1 TO 9F 8� LOT 760/ hl
SPACE I Cav 11 ED N 10,848
y LOT 352 TO DE CONVEYED I T 0 AE ^ 7 5 1z0
10.616 S7.1. TO THE N.o.A.) I I 1 )�- 12000,
N�73'05W
.\p• �L "' Sgf(� N I I I o I u h I LOT 711
LOT 759 P+ 10.952 SF �
LOT 363 "• a r ro,so6
�, 70,755 SF I O H 12000'
N887a'os'E
see76'oe•w 1 Im
y \ J NT+ N 1 lU LOT 712
LOT 376 ia,zoo SF
8
77609 S.F. ) lu LOT 364 a"-'_ r^oI it �" o LOT S I o 33
10,100 58 II I I
v , u 10,755 Sr ai Ix I �� I I I IT000' I
_IZD•p0.,A, _72Qo7' _I NeB76'03•F
4 $77•Sy19 '.4 m 72d00" "1 I '� S6d76'OB'W 1
N86'36'24'E
;I LOT 713
o m m I $
LOT 757 $
I 1 70,200_S
.F.
7L0O7T 8 3 SF LOT 365 70,200 SE
0124 SE 720.°0_
F-_ g..
l
N8376'05•E
120.00' 1 $ BO' 12°.w V
SBB7T'09'W 120.07' _SBB'26be'WI
I �iNBB7Y'09'E a , I 3•Y LOT 714 �^ LOT 824
a v m 6' R.Q NNNNCCCC��'� N m x0,200 SF $ 177,803 SF.
n LOT 376 q m•„1 ! I ti LOT 756 1 (OPEN SPAOP
10,020.S.F. o I f{�+ Lo7366 $ 10,200 IF. 8 70 BE coNwwn
TO Off NO.A.)
MOO' I WI I NBB76b5'£...
ASM'22'09'W IN i Ixio7' z- SB876b8'W
C) 170.00' IN IN887Y09'E ° NCI LOT 715
0 I SM22'09'w Io 4_N �'O",.100 S.F. $
z �N la I I LOT 755 1_ 'I
Z `, LOT 367 `"8 70200 sF RI I
D LOT 375� �.I I� 10.023 SF $ (p.,I lY I i 20.00'
76'OS'E
tn'
w
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Z - --r 58976 O8
w 17000' I B871'09'E �^ p 66' R..O.W m LOT 716 +"
m 3-
m see72 o9'w
N NI _._..� Im w 4 e p1, LOT 754
120.08'x m m LOT 388 m n 511 I$ $ 10,200 SF gl I _
LOT 374 �'I 1^_ x0,0.70 SF
^I I^• x2900'
p 1°,020 5.F 11 I I m
7(] 126.00' Nl1816D.51r
!70.07'. J.1•I N88 e'De f I I O I S8B76'Oe'W I H
5'8672'09 LOT 7 y'
o
7 �' i g 1 ml l 1$ 7 17
019017&F. gI
3 ^' LOT 369 LOT 753 1 IN
7d LOT373 Si 77,470 SF �, I L
77286 SF N 12900'
-� 10,906 S.F�oM Io NB- v
{ U•�, r \ 5370' }�
�lr n 93.00' � 1w P°n LOT 718
14.9 L 15.09 ti u la200 SF
129.79'NB82608 E- - _736.41'N88'16'G8'E _ 4
LOT 37\ 4 _INAO°' _ �A
1 77.266 SF (� i4.9'� 4 � _ NBB76.OSY
c2 5xr3' c' I c,"'° r.r1 sa:T7 I Fr
O•' 24.97' LOT S.F.
� I 1$ x0,200 8
/ti y'p LOT 371 i', l JJ
/r.7s6 SF 8 e o uI lu o o I I x90.00'
0 o LOT 370 -
�'q 70,553 S.F. an 1 to q -1 HdB'%'03'E
LOT 805 7, I T Y I
599,673 SF. 8'yg�• I $° 17000' _ I I�
(S W.fA h OPEN SPACE ��• I I- z 58876'03'W LOT 720
100.7!0' ni I H 3J' iQ200 SF. g 5QU1N LMAF OF THE NORTHWEST WARIER
70 8E C0IWEYED TO THE H.O.A.) b
N89TN'57'W I a m
�) la 2� N LOT 761 7" I 11000' te SEC 27-J6-7
SOUR/LINE OF THE N7]RIHCAST GARTER I lA1 0 10,0[0 St. �I NEB
I 7B'OS•E -1
OF SEC 27-38-7
-I _ _T- --- -
120.00,+-• SB876 "W m LOT 721
el f0,200 SF gl
n
O iy u o
^''7 !• LOT 750 1 120.00t
70,020 Sf. of F-�NB676'0o5-
I � I
m 12000' �II
m 58876'05' 168' IR.O.W. LOT 771
lq 0,210 51. 8
IN LOT 748
LOT 9 �I 120'00'
EAST UNE OF THE 1 N8876b5'E
SOUTHEAST QUARTER N' 120.00' I I m
OF SEC 2I-38-7 I"I 58876.05
10.700
1 W LOT 748 I 1
$ 10,020 Sr. $ I 1 x10.00'
uo N88'26'05
17000'
u- LOT 724 o P
of 58676 'W �_ 11.457 SF. Z
LOT 747, \ \Q z
� 748.66• _°'!w -� O r
$ m I
LOT 748
11,706 SF � 2 41 7667• i SO 'LrJi
'i ti7 1568
zp
1 Iz __ /70.0.7' w r•-�r
FOR CONTINUATION SEE SH #14
s
GRAPHIC SCALE
(JA 7TiST)
1+nee-ee n
PWEUW4ARY P1J.D. PLAT
I EASMAND CROSSING
YCP<VU F I ILLINOIS
RE_Vl9aN5_ DWN BY: INT:. DATE PROJECT N0.
I. - JOS 0T 27 050735
L __ D9N BY: WT: IIONIZ 4CALE SNEEi NO.
a. GRf BV: TNT: TORT SCALE
S C7 n N A
III
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U. D. PLAT C.D,�.f�DRA,�DD,odANR9D..�D9
HEARTLAND CROSSING '
11]LIDH PROTt9.9W1AL DRAGf/fRR IN-090106
A PLANNED UNIT DEVELOPMENT ROT QF ST-
�
urR rsa>,zs-r.
PROPOSED ZONING - R-2 P.U.D. AND B-3
IL It
I
FOR CONTINUATION SEE SHEET 4113 ..
_—a�4 I uDO 31
95.00' + 9S�0� �— C
SB9•7a66'O8S' 28Q.00'
286 QO' 520'N6876'01E
LOT 748 ZI.9_7 --�'�-A3.3!yap Z N m
40.91(
12.706 SF 7'
8350'
I^
I !4604' � J3• �� --- N --. � � �_.�_.. ° �" >r
- o LOT 730 LOT
sed7e'a5'w h / LOT T33 g LO7 734 a LOT 733 LOT 732 LOT 731 0,010 s.F. $ 11,G68 s.F
/ r3ass s.F 4 g IQ,ozo sF o lo,c2o S.F. w g ro,ozo s.F. 8 ro,o2o sr 8u'8
LOT 745 Ai' ($ $'tiI n �1 r•{
g 0,774 S. R l� H
I I
FILL 6e26.7 120.79• 4.350' B2' 231E
!76 13/.00'Sd87B'0.5'W 'w Sa82d,Ww LOT 744 S.F. $a.!a207 SF %'
I� r20.00, YI to k I N8876'05T
5ad76'051w T 4 �- m
LOT 737
�^ LOT 743 �" a 14516 5.F. g
m �4
A g 10,160 S.F. g� �
A 720.00' I ! Bd76'05'E
S882e,051N a \w b 2
o ( o ;m LOT 738 is
1 IO,d69 SF g N
Iv�
LOT 742 m ss 1 T
-0. 11,0.91 sx. 7 E
ry/LOT 739
LOT 741
/ 70,698 SF; ev
114 !0,698 5.f. �b(�ghq
8
o 4
hb' S.F.
LOT 70.698 S. LOT am
I O 1.000.108 SF
A h
v N1b'S6'E
"N" (S wM k
Q I46.05TO BC CCNEIEO TO THL H.
O.A.)
83
!
I
1
In
N
IN
I°
FAST LINE OF 0Q'
SOOTNEASI WARIER
OF SEC 2f-J6-7 IQ
I
1
I�
u
b
u f 141
Im 1335.89'579°4138
_CREEK
.72.70•
( 517271351E
GRAPHIC SCALP.
(u rcrr)
PPELKNNART P.UD. PLAT
H EARTLAI O CROSSING
YOPKVIIE, ILLINOIS
REN"OM _ DWN IV'. fNT: DATE: PROJECT NO.
t JLS 02127106 0507J5
Y D"RY: WT: HORIZ SCALE SHUT NO.
NIA X60'
INT. VERT SCAM 14
cD N A
i
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P.U . D. PLAT � � GRS
HEARTLAND CROSSING
RId10®TIIO7�0[YL C69WK IfL[ 1N-99070!
,^.pIP.Rl:Ob111-P+-psf.C.g
aor rac:sr4N0Aac
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING R-2 P.U.D. AND B-9
sWTN CME OF THE NORTNWt3T WARTCR
FOR CONTINUATION SEE SHEET#18 FOR CONTINUATION SEE SHEET#18
DF sec n-J6-7
fp,00' I LOT 507 n LOT 809
I I 120.00' -58876'05•W a I 12,296 Sf. 141,706 Sf. _
120.00' 1 - —--o----- -$ S W.M R OPEN S7'AC£
-I $I o TO BE CONVEYED TO THE �+
I` LOT 511 . I L_ N.O.A.)
LOT 508 $ 10.200 S..F 8
1Q0200 S.F. °I $ 10.200 137. -
I �I
11 I 1z0.00' s»976'OS"w
120.�.J I
8 LOT 510
IIZ LOT 809 IU 200`-5 F
$ ILO200 SF $I I Ig 110,200 SF T ` I 4ti 95.00'LOT 824 120.00' _ I __.
277,8'03 SF JJ' T20,OD' 58876'05"W 1
_12000' �_----.------- LOT 801
(OPFN SPA C£ /T6676'p5-E 333,447 sT. I LOT 72S
TD 8E CONVCSED �05�W I (OPEN sFACE U l0 12286 S.F.
TO THE H.DA.) I 1 I U N 9E LOT 509 I
�„ LOT 610 CONVEYED 10,200
LOT 813 I ig 70,200 SF 8 TO THE $ I
00,(0,200 S.F. I I' 1X107
H,0.A) 120.00'—_..1 N6876'03�
12a 00' 4_ 720.00JFI�
S8876'05'W
o' of
56676'05"w I I I IN667e'o � 7 LOT 728 I
_ ml h� LOT 508 Nm 10.745 F. �q
oT LO $~n
p E LOT 812 I II L12277 s.r.O 12286 S.J 9 _ 8000'
c 8ao0_ 85.x_ cti' LOT 727 w
17,266 S.F. �4
?o a - _
2 286.00.
N8876'OS"E '
850• 83.50' 3C 91 L }Jf t�
5.0 PJ.SO' 8.7.50' 6250 T LOT 725
166 sF.
8 uo LOT 729 l jg. 60 6
"d LOT 734 {.8 LOT 733 lOT 732 - LOT 731 8 10,oz0 sF.N
s'! Y 10,020 SF $10,020 S. $ 10,020 SF $ $
'0.020 &,
T m
8202 -
83.50' 87.50'
w
6Zyp• 63.50' BJ. _- 114.47 S887605"W N7B
ri
�'�56878'O5" N
N
N
�y WEST LRJE OF ME CAST HALF
OF THE SOUTNWEST WARTFR
OF SEC 22-J6-7
o
F N N
y k
LOT 808
1,000,209 S.F.
(SWM d OPEN SPACE
TO UE CONVEYED TO P.E H.o A.)
I
CREEK /
....
�T`
�1' s
GRAPHIC SCALE.
I�TM F,ff)�r
PPELIANARY P.U.D. PLAT
F EARTLIAND CROSSING
YORKVILLE, ILNJOIS
IEM9Rtl 0VM�! 1W.- DAIS PROJECT MD.
7 0507J5
f. D91 9Y:
INT.. HORIZ SCALE SHEET NO.
1"°60'
4. CNK 6Y: WIT: %CRT SCALE:
1,'A
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT C.D7,1t�Tp.,e7GN.�.m6 ,�'6d
HEARTLAND CROSSING
PLOT IILC'SIAMARID
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
SID
I.
"OR CONTINUATION
8
LOT 821
277.803 LOTS.F.
(OPEN SPACE -
ro BE cavJ2•>£o y.: y sFF57 s9i. /
TO THr NO.Aj LOT 824 eT / , LOT 593 �i� _
ly iCS 776 SF _o �S 11,790.SF 10.6 -
(/l N( ! 9e I '^ fit' G �^�� �� °'�09 7J.z7'T
,110.00, I 1-1 37.17, _�L L 1182'*
1 82'- ��/ -g0.. S LOT 594 I�
N80')Dj2"w S7s19•- `^ c�/ .8R� LOT 596 �.%. y !0.940 SF. 8'y? ov LOT 392 N
! ^ _ `i,,,0 70.572 SF: Y7 LOT 593 7
oLOT 623 I yl I ��-- t8 /� �� 944 / 10.940 SF pv 0173 Sr 8
10.7.'6 S.F.I 41 1 _ Vie' LOT 597
H I °9B' f 60.98 L�J.26 L� Lam' ^'„Uo 70,572 S.F. c� y6�15 J�. 109.44'
�'
to 6 5 v+ .$_ N� 26.06' S8/Z-J
720 ac 1
SHR76 OS' ' - o_ o o ¢0577�s.T-. o asbt
_ _ Nlo 3r's9'E NBe7e'25Y
(F, 63 LOT 801
_-�v n L09 801E v a LOT 600 $° �N ro�72�S.F g N�0239 E 3J.L44r s.F.
SA LOT 871 I o,N g (OPFN SPAT-
10,341 S.F u
!0,100 SF, g I V m 63 7O BE CON l2K0
I I' � � �S 98 •E
1 71,2702 t01HE H0A.)
120.00' 1 72000 g667� N _680.00'S8807'!8So_
-��.,p5.w, IN8876b5 F 9042 N7fl5126 E 117.57' 8500 r-8500 A5.00' �°S 00' e'
5887605'W otN7,0�w 85.00' .�
m til I A LOT 602 F. z °v
LOT 621 I I$ 14200 S.F. $' d LOT 522
ra.zoa sF. 8 ( °N u w u LOT 520 �'' LOT 521 o LOl
LOT 317 u° LOT 618 w LOT 319 w 0.200 s.F $ 70.200 SF 8 70,200 s.F.v$ 10,x
0.290 Sr. 'I8 10.290 SF N$ L o
_ 120.00' 720.00' .. ,Lq 11,113 SF N g _ A p
sB87605"W IN8876b5 E Sg 0.°o ' x A �1
I m LOT 518
446 sr.
LOT 620 NI I I I LOT 803 46' 6.24 85001-� -- -85.W -- 3
10,200 S ( $ $ 70,200 SF. $ yJ,`}� _ D
.r 1/ ]16.2;1 NBBL7.10E �
120.00 i 720.00' _ICI
I z
�58826b5' I I iNB876'09E �� �yj - __ __ N
LOT 516 6 / _ _ -8500.- BSOV'-T 0m7
ml Im I 17.{I6 5.F 1/ 40 53.31 84.64' . 8500 84.00' S
I� LOT 619 P M LOT 604 ^a/ i 65 _-- l __
g 0,20.0 S.F. !0.200.SF $ -yl-- �}- �1_ I_
/ °o w "' I�' LOT 5OO Eva LOT 498 N n x
h'6J•1z' o LOT 502 y�o LOT 501 �" 10,209 99
110.00' 32 - o LOT 500 no LOT 503 ail+ 10,200 S. $
720_00 I__t r--L---, 10.707 SF. g y
10,220 SF.�I 10,200 s.F. g
58878'OS`W A1887605"E e m 7,489 S.F. ul$ „( ri
7LLOT 5154
$ LOT 805 �' c
4m^ LOT 818 I 1 10200 SF. $ �i '� 8500' 45.00' _
$ 10.200 SF $ I .I N8876'OSY 8349• � 8300' 8.500' __�---- --
-- 68268'N88V7'IBE
120.00' -1 I
120.00' I I i__ 1zD OO' - 58876'os"w I 1 $ LOT 505 M
'8876.05'W II I 1 11.12 05 E I !0,200 SF $
8 I u LOT 513 33'
°•M LOT 617 �I 1e �$ LOT 606 �' $ 10200 S.F 81 120.00' LOT 809
10,200 SF. $ I Na-6,0.5 441,706 Sr.
0118 0,200 Sr. 8 o m I I u
.$' 120.00' .� (S W.N°OPEN SPACE
120.00 3r 'G LOT 506 ¢ 10 BE cOWI£YFO TO rHE HO-A.)
u __710.90' m 58876'OS'W 4
n �8 •pg�yl In N8B26'OSE $ 10,700 SF. a,$
UU 9m' LOT512 �"I
N LOT 607 ''t $ fU.200 S.F. gl I. r1U.00' -SOUTH UNE OF THE NOR7NIIEST WAR7EN
LOT 618 I al u u -�------ OF SEC 71-36-7
10,200 Sr. � I 10,700 SF $ I- N'8876b5E
ql I LOT 507
Io T 120.00' u
310.00' I I I 120.00' 1 I$ZB6 SF
IN 58876'OS'W =1__ Ime
_ 58876'03" IN@8'2Bb5'E
II m m LOT 511
LOT 815 " I H rLOT 808 tl
N OT SF 10.200 S.F. I v
950 00' 57.99__
R 120.00' °
11000' 1 ;58876'05"W
120.00' NB87B'OSE o 7 I I_ JIa 99'NB876'OSE _ .
58876'OS'W �I A...
FOR CONTINUATION SEE SHEET#15 t °
7.7?' .. •''` gI `ry5 95.00' T- 79799 4ESF LINE OF im EAST NAr
�5' I CF 7W SOUINMEST QUARTER
OF SEC 22-36-7
j "•FOR CONTINUATION SEE SHEET 915 �.
0.
......... ....: .:.:.... .. 40.^v.exi.e...�xv...siwr.,d:.'..w" x+4!q.5z. "� •- � -.. ,,,
s(
'11
>t
7 �ti
s
GRAPHIC SCALE
gI" POMA94ARY P10 PLAT
HEARTLAND CROSSING
° YORKVL F- ILLV,OiS
REwsane Do er INT:I DATE PROJECT NO.
./Cs 02121106 050735
2 D41 BY: MT: FIO11Z SCALE- SHEET NQ
.. CHN Br. RR: VERT SCALE: 16
S Cu NIA
SMITH ENGINEERING CONSULTANTS, INC.
CIYD./STRUCTQRAL eJCIN{W lIN PUQY[TOW.9
PRELIMINARY P. U. D. PLAT ._
HEARTLAND GROSSING
mnw7P rleorc�IOn�.�o®ICx 7'fWll 17M-000,06
CP ,f4E:g507J5-Pn-Pbf.ey
'. P101 luL S7M'OARO
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
FOR CONTINUATION SEE SHEET#18
u
a00'_ I i=
r2a00' LT�2
87'50"W I 150.000 -
'� I I NAB27'S0"E N B877'S0F
OT 539° LOT 579 o,1oo sF $° ]11200 79 y LOT 479
12,572 SF.20.00''4 I I 120.00' 87750'W
0�ry8 gI m N8B71'50'E a N�7Y30"E
5 LOT 581 : um. LOT 53L
1o,Jas SF I LOT 580 `"4 °° 10,200 S I m LOT 480
10,200 SF o u 0 /2,577 SF 0.0 720.00 i t I
5B87Y50"W I I 120.00' �'- S887Y50W 150 00 _
p N8877'50"E m N9R77'S0"E
e LOT 562 1 I I u LOT 537 `^
.$ 10,010 s.F. m LOT 581 Mo $ rQ,zao sF,I $I Ifr - LOT 481
I I$ 10,200 SF $ I I$ 12.5J2 SF. _
nwi 120.00' ,I I I 120.00 I I
-+ 5887Y50 W _1
I 120.00' � 5887Y30'W�
^I m I NB8-2 F I I N887750"E
ym. LOT 589 � 33'-{ �-- LOT 538 m
x' 10020 SF. I m , $ 10,200 SF. 81 I Itm„ LOT 482
lu LOT 582
120.00` J I$ f0,200 SF. $ 1 �" 11,572 S.F. Q
207'50
W 5897750 W u (20.00' 58877'SO'W '� _ 150.00'
NB8'17'50E w P NBB77'50"E
LOT 812 LOT 584 o g LOT 535 b
106.7x9 S.F. ^g ro,e6t s.F m 10,596 S.F. o n LOT 483
z ^� L83 $
(PARK SITE TO BE CONWYM TO b b SF }� m '^ "1 !3.267 SF,171E ON17FO ClTY OF YORKLILLE) /7p . ti ry 120.00'
'1'7834:30' " NB678'24'W I 757.68'
S8670 J8 E 635 E h I
615x; E 2 LOT 565 % /o qo';� LOT
FOR CONTINUATION SEE SHEET#19 _
27J,57'N88UT18 f µ87.y'1'13 71,582 5% '� e /LOT 554
95.00' 9274' o Mh 10,940 SF
�589203I E 88 43'
v
o LOT 566 j / /hh p A�c4
y a' 17,580 S.F. 6' Or 0^ LOT 533 I
LOT 588 LOT 587 N 1 f q' f
LOT 570 v o LOT 589 11,400 S.F 11,295 SF. g 8 ;/ be
° 10.372 SF G/ 17 10,897 Sr l
h n,lQO s r: �,o i LOT 585 / LOT 485
16,550 S.F.
II 95.00'_ 89.25'�p.IL� 1y. ``777'8 �{� a,• 151. 797 ro
1L�57.18' 50. 1' 86.43'__I �` ry'F' \h $ 1 !v /A S, 57•
,,II a 6.97' / 7� ?7 try 77?850
_ yh LOT 532
320.79'NB810778"E .---�9�l LOT 588
A Lsy�5. 10,897 SF /
a L� 9 D L /w 70.773 S.F. LOT 801 �/ / LOT 486
L= 2.75 I(Q 77791 S.F. m
10.66 75.62 q.`�. M• �,773,441 SF. 7
l~T 17.09 81 Q 87.50' 80.57' L` \01 �h\ (OPEN SPACE 60'h1 �,� / / ys�OlTp. m
7721' LOT 582 °`. ,t5 TU BE CONVEYED
697 SF. µA TO THE HO A.) y ,19' �f• 10.9.76;
V _ _ LOT 531 / /� 5887T30"w
w u w p LOT 588°m `0 0 ,8 10,897 SF / LOT 487
$•° LOT 582 .u„ LOT 591 N o LOT 590 w P 00 o�y 10.700 SFg.• 7y6 E 804�5� , o / 10.366 SF y ry
o m 70.020 sr::$70,010 SF.N$
ty 7U,J25 w I+i 2<j A6
µ6
,0ZJ8_ 05 VI LOT 530
88,39' 8350' 8150' 84.J4' N79'T1'41 E 8 2h i 10.904 SF
LOT 488
NBB78'15"E 251.34'N88'07'I8'E x,55 .�•eo
94 �i$, 009 19 10,J6A SF.
75. Jy Y1 40/ q6 G7.'o hb.hb
65.26 LOT 529
15j Sr.
n f
80.61' 7458 55 LOT
S88177'18"W 85.00• 85.00' 5947650"W '' �LO 528 •o OOI 6 IGJ68 S.F.
8500' ate, 0,1121, 6
LOT 527 u " ���\ �dr.�• �tib''�
a u o tR N SF,s- S_ •(' / f q�\'�
.wo iA^' '� LOT 525 w LOT 526 ",'g' p 7 LOT 490
u, LOT 523 w o LOT 524 v 70,825 SF / Lam/ i r,0 ro,SJJ S.F.
o LOT 522 10.100 25
v ^' 10,200 N$
O a$ !0,200 S.F.N$ 711200 SF.N$
7J w � i
_.
z L-68.27_ j0 // ��8�.°0 LOT 491 .A 9415
i 85.00__ 85.00_ 85_00_ 85.00'
c
L�a0 N LOT 482
W 4 Le87.40 }'o 10.'.751 SF.
m _ N5
y 8500' 85.00 6803' 16.24 L=8f.40 -�'�1 LOT 493
=p` I 85.00' y o 10,551 S.F: �^ q5
o LOT 494 ';A$. yy9'1g'6
wo LOT 495 1 to551 SF N6
' $„ ,A O LOT 497 u LOT 498 w 70.567 SF m
LOT 499 N ro,02co a$ To,2oo S.F.n,$ 70,199 SF o ,� 6 B05•E
$ 10.200 S.F.N,$ w u N
95.96 Nj676
}"E
850p• 85.00' -_ 85 7'
00' 819 5%-22E EAST LINE OF THE NORTHWEST QUARTER
'NB8TJ7'18"E
OF SEC 22-36-7
-' LOT 809
441,706 SF '
(S".441,
.W.N k OPEN SPACE
TO BE CONVEYEO TO THE HO.A.)
SOUTH LME OF THE NORTHWEST QUARTER
OF SEC 22-36-7
1319.73'S88'0718
GRAPHIC SCALE
(IN PL67 T
I mn AP m
PRELIMNARY P.U.D. PLAT
I-EARTLAND CROSSING
YORKVIIIE. ILLINOIS
l
RE sm DWN BY: INT:I DATE PROECT NO
t. JGS 02127108 050735
s
DS"BY: T. HOW SCALE SHEET NO.
J
NIA 7"-60'
4 CHK B7: MT: WAT SCALE: 17
S CLU NIA
SMITH ENGINEERING CONSULTANTS, INC.
PRELIMINARY P. U . D. PLAT ra^�
HEARTLAND CROSSING
RILIIOIS!ROl89310KAL DISIGf!/ROI Y 1d4-0001°8
LCNP.n[E'0.90155-Ere-('bf.tlry
HOT-STAN m
A PLANNED UNIT DEVELOPMENT
PROPOSED ZONING - R-2 P.U.D. AND B-3
NORT/UNE OF IHE
NORTNKES7 QUARTER
OF SEC 22-JB-)
672.09'
_ 6_7.85'NB894'54'E
0
125,25'
- OPEN SPACE ° _' - , I
�-g-- _- J90.JJ' "� ` LOT 802 TO eE CONVEYED$
5571 SF TO THE RO.A.) - •°
184.10'N8Bri4'S�E 4 150.00"
586'43'10`# 211.13'N88Y14'54'E so' 8350' fcaeo' NB8p4'S4E 8.
43.65' 44.13 83.50' I m l u l V 1� � LOT 488 � n
2ov c ul o I 12578 S.F. a e
u o LOT 793
Q LOT 7� a LOT 790 aun o LOT 791 q° ° /00020 s�.F."R 11,892 S` V J3, - I. -.-.
A $ 10,184 Sr.$ I0,020 Sf. g10,020 SF.{g $$ - J I NeB2Y50`E
z E
74.sY � I IS" LOT 487 1'
1 87 50' 83.50'-
1` 0�-- - �'�72J2 3L96_441Y - 8350 - 'S4F--�]tN�_ - 386.01m -61.20'
{v I
I c
�- -r--, ' `' Im
Y- 80.00 94.84 LOT 468
=75.46 2 I'm �" I I2,532 SF $
0
-1
O g
m _ '�. L OT 150.00'
LOT 551 $ 12,708 SF.
1 a N882Y50E
2J12 S.F.
I �
�1 IV I
ELOITV�.
120.00'-877'50'E LOT 801
f i 5 441 SFSIACE , � 150.00'
TI I LOT 552 N To BE LOT 549 N8B7T50'E
g 10,200 S.F. CONITYED 10200 SF. $1 I I
TC THE NO A.i o I I
gl
SA0 sI LOT 470
` 12,572 SF
N8870� B
o
EAST UNE OF THE
I I NORTHRfST OOARTFF
$ 150.00' OF SEC 22-36-7
Ig 70.200 5 3 T $
LO,z
r OD sse. S� IU N8877'S0'E
I I LOT 471
6' R.O. 120.00' 27'S0'Wi m 12572 sr.
S88
m ml I I 15aoo'
IP°n LOT SS4 " LOT sn N8877'50'E
By I B I x0,200 SF 8 , 17 ozoo s.F I SI
58.67 IIIT LOT 472
9BY14'SI' 720.00' \__-f20 '� $ 12532 SF. ¢�'
N8827'S0"E 58B
210' I 1- ,.°' a„
15Q00'
N LOT 555 LOT 548 I fn I I N887Y50'E
I ° 10,200 sr 8
$ 1,200 S.F. $o
n
0
I p 120 00 __� I I'0. 11,0532 S3. $
I
I NW7 N 58B7T50"W
I t5o.00'
,200 S
I '^ u LOT 5451 I N8877'S0`E
LOT 555 o In,;nn
l I 110F. g I
IH LOT 474
--I I 120.00' SB87��"w, I Io 12532 S.F. o
lu f N8877'30`E I 15000'
°p LOT 514 I �nl N8877'SOE
ml II�� LOT 557 �" $ !0,200 s.F $ 1
70" SF $ 1� LOT 475
of I I 120.OU _I j to 12,532 Sf.127'S0'W 1
1 N88ZYSOE o
150.05' T
Y ro �, g LOT 543 Q N882Y90E
LOT 558 10,200 S.F. g of I
0 70,200 S.F. as
N
41 Iti I t2o.00' 1 LOT 478
YI Io 120.00' - SB82Y50'W ^+ rS 400 Sr $
i NeB77'50`E 1
m
LOT 559 `°p" o LOT 542 `" L? 125.00
10,200 S.F.I g+- I •'
I $ 1,200 S.F.
7377'( I 000' I �eJ.00'N8827'50"E
827 I
120.00' 5887750`# "
N8877'SOE 12700'
ILr, 59850"W,
c� 1� LOT 580 �" 7YI �I
I I$ 10,200 S.F. $ ,mr LOT 541 ---
I I o 70,700.s F $ P-
120.00' OT 477
120.00' '0' 00 SF
N8877'50 E 120.00'
a S88'27'50-wi 1 1 _ t50.op'_
ul I N8877'50'EI 1� N8827'50'E
til I o LOT 540
rr 10.200 SF I $I I y R
LOT 578 - I LOT 478
10.200 S.F. g u 77,532 SF. "o
I 120.00" I-
SB87Y50`w I I IIIT
1 120.00' .jj I 150.00' _ rl
'•W I I 1 NAR77'50`E i' 1
3
LT 539 LOT 579 !0.200 SF LOT 479,,2oO s.F ,sW 5.F
120.00' I_1 N I '111
1 0.I I va.00' seB7Y5o'w I P
I 4 150.00" (•
g �NBB7T50"E FOR CONTINUATION SEE SHEET 1717. N882Y50E -
m� GRAPHIC SCALE
FOR CONTINUATION SEE SHEET#17 -
(IR
1 ewe=tb n
PRELPANA12Y P.U.D. PLAT
y' HEARTLAND CROSSING
YORKVLLE, LLNOIS
IRMi0115 1) Y. MT: DATE: PROECT Na
i 091 BM INT. NOW SCALE: SHEET NO.
y N A C-601
VOT SCALE:
�. CNK 9Y: IIIT: /B
y CLD N A
SMITH ENGINEERING CONSULTANTS, INC.
C 91/8 RC Lro tM 4N DR
PRELIMINARY P. U . D. PLAT
HEARTLAND CROSSING ���P W9699IONAL D69GN 9 RY'D 1 64-000108
Cpi.Fltf:09O1J5-RS Fat.4+y
aDT il{£9TAA�AIRJ
A PLANNED UNIT DEVELOPMENT N[ 007S5
PROPOSED ZONING R-2 P.U.D. AND B-3 NORTH LINE O`WE
NORTHREST QUARTER
OF SEC 72-J6-7
2637.87'N88'04 -
S7d.7J I
LOT 806 _ -52.4 St.
SF
(3.W.M&OPEN SPACE
b m TO 8E CON bE/£O TO THE H.O.A.)
t y �� //' "••/J 585'43'20'W 211.0'N&
44.13' 81.50'
92W S82 28'47"w
W 48
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CURVE TABLE LOT WIDTH AT BUILDING SETBACK TABLE
CURVE LENGTH RADIUS CHORD CHORD BEARING LOT NO.I WIDTH LOT NO. WIDTH__ LOT NO. W/DT14 LOT NO. WIDT14 LOT NO. WIDTH LOT NO. WDTH LOT NO. WIDTH
LI 39.27 25.00 35.36 NOl'31'54'V 1 1 85.00 114 IDOS-7 227 8500 340 83.50 453 86.13 566 120.54 680 83.51
C2 3927 2500 35436 N88628'06'E 2 85.00 115 113.91 1 228 85.00 341 83.50 454 8653 567 95400 681 8187
39.62 2500 35.60 S42'40'4B'V 3 8500 116 113.91 229 07.15 342 83.50 455 8457 568 95.00 682 8327
C4 39.01 25.00 3517 N47.130066W 4 8500 117 102.64 230 86.20 343 83.50 456 13420 569 86.43 683 8327
C5 3927 25.00 3536 N4326'07'E 5 8505 118 105.03 231 86120 344 83.50 457 135.57 570 99.01 604 104.01
C6 39.27 25.D0 35.36 N46'33'53'V 6 0559 119 130.81 232 12627 345 103,5D 458 97.60 571 132.27 685 ID0.18
C7 63.66 60.00 6172 S31'57738'E 7 8559 126 88.59 233 85.00 346 B3.5o 459 83.36 572 91.47 6% 90.00
CB 35.52 25.DD 3241 N39.09'56'E 8 85.59 121 130.80 234 6540 347 83450 460 85.36 573 85.00 687 90.00_
C9 46,83 25.00 40.28 N55.1142W 9 85.00 122 85.00 235 85.00 348 - 83.50 461 f04A2 574 0500 668 90,170
CIO 39.27 2300 35.36 SOl•31'54'E 10 8500 123 86.13 236 85.00 349 8350 462 10800 575 8500 689 90,00
011 38.75 25.00 34.99 S89'03'50•W 11 86.27 124 86.13 237 8500 350 83.50 463 10000 576 93.60 690 90.00
012 44.27 25A0 38.71 S49'19'59•V 12 85.59 125 B610 238 85.00 351 83.50 464 100,00 577 156.63 691 8500_
C13 44.27 25.00 38.71 S29.12'36'E 13 85.59 126 86.13 239 8500 352 8350 465 111.12 578 8500 692 85.00
C14 39.44 25.00 3547 N46.4338•V U 85.22 127 85.32 240 BS.DO 357 83.50 466 83.50 579 85400 693 85.00
LIS 3961D 25.00 35.24 N43'16'22'E IS 85.00 128 108.84 - 241 11321 354 83150 467 83.50 580 85.011 694 85.00
1.1 39:14 25.00 35.47 N46.43'38'V !6 85.00 129 106.66 242 101.50 355 83.50 466 83.50 381 85,00 695 89.71
Cl 39.10 25.00 35.24 S43.1 6'22'W 17 05.00 130 ltl. 2+3 8500 356 8426 469 03.50 582 85,00 6% 90.00
018 39.10 2500 35.24 S43'16'22•W 18 8500 131 113. 24 8500 357 84.25 470 Ba50 583 85.76 697 85.00
079 39.44 25.00 35.47 N46.43'38'V 19 05.W 132 91.30 I 245 85.00 358 85.38 471 0350 584 85.79 698 - 6500 _
020 39.10 25.00 35.24_ N43'16'22'E 20 85.00 133 83.08- -246 05.00 _ 359 83.50 172 83.50 505 8/82 699 8500
021 39.44 25.00 35.47 N46.43'38'V 21 85.00 134 85.00 47 85.00 360 83.50 473 83.50 586 84.25 700 8500
C22 39.27. 25.00 35.36 S46.32'19'E 22 85.00 135 85.00 4B 8500 361 83.50 474 8350 587 8425 701 85.00
C23 39.27 25.00 35.36 S43.27'5D'W 23 103.50 136 85.00 249 8540 362 _ 84.81 475 83.50 388 6425 702 83.00
024 39.27 2500 35136 S46.330550E 24 103.50 137 90.87 250 96.32 363 84.25 476 103.50 509 83.50 703 8500
C25 39.27 25.00 35.36 S43.26'D5'W 25 85.00 138 151.11 251 125.16 364 84.25 477 103.50 590 83.50 704 8500
C26 39.27 25.00 35.36 S46.33'55'E 26 85.00 139 85,00 252 125.14 365 83.50 478 83.50 591 83.50 705 8500
C2 39.27 25.00 35.36 N43.26'05'E 27 •8500 140 85.00 253 105.94 366 83.5C 479 83.50 592 85.01 706 85.00
C28 28.86 2500 27.29 N09-29 29-V 28 85.00 141 85.00 254 _85.00 367 83.50 480 03.50 593 05.79 707 8500
029 31.26 25.00 29.26 S58.30'344V 29 moo 142 8540 255 85.00 368 83.50 481 83.50 594 85.79 708 85.00
030 3924 25.00 35.33 S43'28.12'W 30 85.00 143 85.00 256 85400 369 92.40 482 8350 595 101.72 _ 709 92.17
031 39.30 25.00 35.38 N46'31'4d'W 31 85,08 144 85 A0_ 257 8500 370 83.99 483 83.73 596 85.18 710 - 92.97
032 39.23 25.00 35.33 S46.36'29'E 32 86.13 145 706.66 258 85.00 371 86.38 484 83.65 597 85.18 711 loo.00
033 39.31 25.00 35.38 N43'23'31•1 33 86.13 146 85.59 259 85.00 _372 _ 86.38 485 83.65 598 65.78 712 85.00
C34 41.21 25.00 36.70 S48.46'22'E 34 85.01 147 85.59 260 85.00 373 _ 86.43 486 83.65 599 85.18 713 8500
035 3926 25.00 35.35 N43.26'29'E 35 110.62 148 85.00 261 85.57 374 _ 83.50 467 83.65 600 85.09 _ 714 8500
C36 39.28 25.00 35.36 N46.33'31'V 36 106.17 149 05.00 262 E559 375 _ 83.50 488 83.65 601 120.00 715 85.00
C37 3764 25.00 34.19 S41.34'55'V 37 85.04 150 85.00 263 83.59 376 83.50 489 83.65 602 85-a 716 85.00
_._
038 39.27 25.00 35.36 N43'26'OB'E 38 86,13 157 83.00 264 85.11 377 94.29 490 85.01 603 8500 717 85.00
039 39.27 25.00 35436 S46.33'52E 39 86.13 152 85.00 265 ES.00 378 119.09 491 85.16 604 85.00 718 8500
C40 3927 2500 35.36 S43'26•DB'V 40 85.04 153 85.00 266 65.00 379 83150 492 85.16 605 85.00 719 85.00
C41 39.27 25.00 35.36 S46.33'52'E 41 85,00 154 85415 267 65.00 380 83.50 493 85.16 606 85.00 720 85.00
C42 39.27 2500 35.36 S46'33'52'E 42 85.00 155 116.61 268 85.00 381 83.50 494 85.16 607 85.00 721 8540
C43 3927 2500 35936 S43'26'DE'V 43 85.00 156 85.54 269 85.00 382 11709 a95 85.16 608 85.00 722 85.00
C44 3927 25.00 35,36 N46.33'52'V 44 85,00 157 83.57 _270 E5.0D 383 97.63 4% 85.00 609 85.00 723 BS,00
C45 3927 25.00 35,36 343.26'OB'V 45 65.70 158 81.27 271 131.58 384 - 85.03 497 85.00 610 85.00 724 92.36
C46 39.27 25.00 35.36 S46.33'52'E 46 8559 159 120.00 272 147 79 385 85.00 496 85.o0 611 703.50 725 10350
C47 3927 23.00 35.36 N43'26'OB'E 47 65.59 160 85484 _ 273 86.20 386 85600 499 85.00 612 ]03.50 726 84.18
C48 39.27 25.D0 35.36 S43.26'08•W 48 84.36 161 85.00 274 86.20 387 85.00 5D0 8500 613 8500 727 8638
C49 39.27 25.00 35.36 S46'33'52'E 49 84.22 162 85.00 275 86.20 388 85.00 301 85.00 671 85.00 728 86.38
C50 44.67 25,00 38.96 N04.39'37•E 50 8406 163 85.00 2J6 86.20 389 i 85.00 502 85.00 615 85.00 729 85.95
051 32.12 25.00 29.95 S87.00'09'W 51 87.17 164 85.70 277 6620 390 85.00 503 85.00 616 85.00 730 83.50
C52 4027 25.00 36.06 442.17'02'E 52 85.00 165 85.00 278 86,19 391 85.00 504 92.56 617 85.00 731 83.50
053 38.59 2500 3427 S47.20.34'E 53 8500 166 8569 279 85.00 392 85.00 505 85.00 618 85,00 732 83.50
C54 38454 25.00 34.84 N45-4'04-V 54 85.00 167 8559 280 85.00 393 85.00 506 65.00 619 85.00 733 83.50
055 40.34 25.00 36.11 N44.41'51'E 55 85.00 168_ 85.39 281 85.00 394 85.00 507 103.50 620 8540 734 83.50
C56 39,27 25000 35.36 N46'31'54'W 56 8329 169 Moo 282 85.00 395 103.50 508 98.86 621 85.00 735 104.16
C57 39.27 25.00 35.36 N43.28'06'E 57 82.13 170_ 85.00 263 83 Do 396 133,50 509 95.o0 622 85.00 736 85.00
C58 39.27 25.00 35.36 343'20'06.4 58 102.09 171 _ _ 85.00 284 85.00 397 8500 510 85.00 623 BSA2 737 85.00
C59 39.27 25.00 35.36 S46'31'54•E 59 85.00 172
85.OV 265 9020 398 85.00 SIl 85.00 624 85.45 736 8820
060 39.27 25.00 3536 N43'28'06'E 60 8500 173 _8540 286 113.81 399 85.D0 512 85,00 625 85.45 739 01.63
C61 3927 25.00 35.36 N46.31'54'V 61 8500 174 85.00 287 97.55 400 85.00 513 85.00 626 8596 740 81.63
062 39.27 25.00 35.36 S43'30'55'W 62 8500 175 95.00 288 8 AO 401 mlo 514 6524 627 8500 741 01.63
063 39427 25.00 35.36 N46.29'05'W 63 84. t 6 BS 289 8.00 402 85.00 515 86.05 628 8500 742 87.26
C64 39,33 25.00 35.41 N46.37'06'W 64 83.53 I 85.00, 2 8.OD 403 8500 516 88.05 629 6500 743 8500
065 3919 25.00 35.30 S43.22'54'W 65 83.50 178 85.00 291 8500- 404 8500 517 8800_ 630 83.61 744 85.00
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C67 39.19 2500 35030 343.22'34.41 67 83.30 18D 05.00 _293_ 85.33 406 8500_ 519 85.00 632 8350 746 85.00
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080 39121 250A0 35250 N43.17'34'E 00 166.63 193 85.06 306 8546 419 83.00 532 94.94 645 8350 759 85.48
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082 586.62 750.00 573.63 N65.57TPE 82 85.00 195 8500 308 85.46 421 8500 534 94.94 647 83.50 761 8559
083 235.79 300.00 229.77 S20'57'06.4 83 85.00 196 85.00 309 85.46 422 85400 535 90.44 648 8350 762 85.75
C84 137.43 175.00 133.93 S65.57'58'W 84 85.00 197 103.50 310 85.00 423 85A0 536 85.00 649 83.50 763 8500
C85 275.09 350.00 268.07 S20-570068W 85 65400 198 105.00 311 103.50 424 BSAO 537 8500 650 137.92 764 85.00
086 156.53 100.00 141.03 S43•I6'42-W 86 85(111 199 85.00 312 83.50 425 85.00 530 05.00 651 103.13 765 85.00
C87 157.08 100.00 141.42 S46.33'55'E 87 99.54 200 _ 8500 313 _ 83.50 426 85.00 539 8500 632 94.11 766 85.00
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091 235.62 30000 229.61 N2o658'060E 91 100.75 _204 85.79 317 95.52 430 85.00 543 85.00 656 8350 770 85.00
092 606.33 193.00 38641) S46'31'54'E 92 85.00 _ 205 79 31B 111.81 431 03.00 544 85.00 657 83.50 771 83.00
093 235.62 300.00 229.61 N2O'58'O6'E 93 85.00 206 85.79 319 89.90 432 05.00 545 B5,DO 658 83.50 772 85.00
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095 196.49 250.00 191.47 N69.62'53'V 95 85.00 20B 85.79 321 84.63 434 90,00 547 85.00 660 83.50 774 83.50
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097 106.73 550.00 106656 N82•sa'OB'E 97 83.00 210 05.00 3. 85.15 436 85.00 549 85.00 662 8500 776 83.50
098 606.33 193.00 386.00 N43'28'06'E 98 85.00 211 85.00 4 BOAS 437 85.00 350 10390 663 85.00 777 63.50
099 23527 300.00 28924 S24.00130RE 99 147.77 Me 85.DC 325 9022 438 65.110 551 103.50 664 85.00 778 83.50
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CI01 235.45 300.00 229.45 N24'02531V 101 86.20 214 8500 327 9D22 440 85,00 553 85.00 666 100.55 780 83.50
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1 CLD
UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville,IL 60560
630/553-4350
PC#
APPLICATION & PETITION
ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR
SPECIAL USE REQUEST
Development Name: -TV-- + PLAlc'Z.At Date of Submission: 03.22.4
Requesting: [] Annexation [] Zoning [] Planned/Unit Development
Special Use: M 1 XtD VS' �5�1� / RS LM-tjT%AA,_
1. Name of Petitioner(s): � l Std
Address: 7 9A-PjbALL. ST Ft—r—' Ggryf V1 L,t A6-C�� IL to=7
Phone Number: $A 7, 4 39. S3 a 4 Fax Number: 8 4 7. 401 -5 , 9 4°1
Relationship of Petitioner(s)to subject property:
[] Owner ''Developer [] Contract Purchaser
2. Name of holder of legal title, if different from#1: !Ejhg ( k br.1'J#' 16�L4 4
If legal title is held in a Land Trust, list the names of all holders of any beneficial interest
therein: S,PC^c' #S *60V E
3. a). (i). Street address and physical location of subject property:
--201, 20 21 203 gRitsele ST.
(ii). Zoning of surrounding parcels:
North: 5 - 5
South: 5" 2-
East: S " Z
West: 5 - 2-
b). Legal description of property; attach as Exhibit"A".
c). Total Acreage: 0. 3 a
Page I of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
3. (con't):
d). Kendall County Parcel Number(s)of property for which PUD is sought:
057- 38 - 2-83 - 003 A 05- 58- 28-3 -024-
e). Current Zoning Classification: �'Z
f). Zoning Classification Requested: Z
g). Is this property within City limits? _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:
afa
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? N /A
8. Do Electors reside on the subject property? H/A
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:
5AiAPE P 1 e-►it-;!,
Attorney: Name: NA
Address:
Phone Number: Fax Number:
Engineer: Name: N
Address:
Phone Number: Fax Number:
Land Planner: Name: H/A-
Address:
Phone Number: Fax Number:
Page 2 of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
10.Submit the following to the Deputy Clcxk in order to be scheduled for the necessary
committee meetImP. An imcomplete subatittal 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 floe verification of this amonat).
c. Concept or preliminary Site Plan: 40 sets folded to St in a 10"x 13"envelope
ba witness whereof the following petitioner(s)have submitted this application under oath and
verify that to the best of their knowledge its contents are tone and correct and swear to the
property to be annexed is ca*gaoeu to the United City of Yorkville.
Date: --- (i
er(s)S AN fwd property owners e9gaswm mast appm on this appllesti .)
Gary L. Cervelli
Donna M. Ceryelli
Subscribed and sworn to before me this_AV- day of A14f Gk^- :._ .200Z-
Notary Seal
namm, THIS APPLIC ATIN OTARIZED.
. r Ig BOER
Pao 3*0
Uaiad City of YarkvSk Am=mbmYUD,ZonMSpedd Un Applitam Revised:=SM&
ANNEXATION,PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE
REQUEST
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: 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 1 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(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 4d'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: 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: 2/25/04
i
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
place.
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 rec s)to the ep ,
United City of Yo ille, 800 Game Farm Road, Yorkville, I . ois 605
Date: Z
Peti
Page 5 of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
EXHIBIT A
PLAT OF SURVEY
OF
PARCEL ONE: LOTS 1 AND 9 IN BLOCK 1 OF BLACK'S ADDITION TO THE
VILLAGE OF YORKVILLE, IN THE UNITED CITY OF THE VILLAGE OF
YORKVILLE, KENDALL COUNTY, ILLINOIS.
PARCEL TWO: THE NORTH 1/2 OF LOTS 2 AND 10 IN BLOCK 1 OF
BLACK'S ADDITION TO THE VILLAGE OF YORKVILLE, IN THE VILLAGE OF
YORKVILLE, KENDALL COUNTY, ILLINOIS.
EXHIBIT B
Names and addresses of any adjoining or contiguous landowners and property
owners within 250' of subject parcel.
202 S Bridge Street
Owner: Bob Ament
Address: 9075 Penman Rd
Yorkville, IL 60560
209 S Bridge Street (Kendall Pub)
Owner: Grant Westphal
Address: Same
100 S Bridge Street (Trucking Company)
Owner: Paul Daniels
Address: Same
109 S Bridge Street (Fox Flooring)
Owner: Pat Bearsley
Address: Same
EXHIBIT C
Variances Sought
1. -Uses: change the restrictions on the location and number of single-family
apartments allowed to be located in business buildings. (10-7C-1: USES
PERMITTED) and (10-7C-2: SPECIAL USES).
2. Property Zoning
A. Increase the setbacks as follows (10-7C-4: YARD AREAS):
a. Front Yard — no variance, in compliance
b. Rear Yard —decrease from 20' to 0'
c. Side Yard —decrease from 20' to 0'
d. Corner Side Yard —decrease from 30' to 0'
B. Increase the lot coverage from 80% to 90% (10-7C-5: LOT
COVERAGE)
3. Parking Aisle Width: Reduce the required aisle width from 24'-0"to 22-4".
(10-11-3: OFF STREET PARKING REGULATIONS AND
REQUIREMENTS).
4. Parking: Reduce number of required off-street parking for residential from
2 spaces to 1; reduce the number of required off-street parking for retail
and office from 1 spot for each 300/400 to 0 and use surrounding public
parking lots to comply with this requirement. See Exhibit D for Offsite
Parking breakdown. (10-11-4: SCHEDULE OF PARKING
REQUIREMENTS).
EXHIBIT D
Mite Parking Breakdown
South of SBC Lot: 7 spaces
South of Pumping Station in back of Bridge St. Cafe 16 spaces
Northeast side of Route 47 and Hydraulic St. 28 spaces
Southeast side of Route 47 and Hydraulic St. 50 spaces
In Front of 201, 203, and 205 S. Bridge St. 3 spaces
Total: 104 spaces
Additional Note:
Additional empty lot adjacent to SBC which is not being used and could
be made into parking with space for over 50 cars.
,Flat of Survey of
Lots l and 9 and Part of Lots 2 and 10 Block 1 Mack 's Addition
Yorkville Kendall County Illinois
l H dra •
y ulic Street l V
E E 41
;r oncrete Wa:k
AsPh°It � 190.92 C. �
h
4
N p 9 '
7
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Concrete Walk
/ 9 Story VV
NOne j 1 TWO Story 1„ — 20,
E E E E ® ; ; mer�;Ql '7
—E E_.___ E E E E Fr°me ,6�l do 9
' •G i
Indicates Rai/rood Spike Found
rr �2a h°!t �
9 Pa king Q Indicates Iron Stake Set
X Indicates Cut Cross in Concrete
10 i
Existing ;189 35 2
Bt,ddin9
State of Illinois:
.SS • x '
County of Kendal/. Exsti^g ry
gild o
This is to certify that we, James M. Olson Associates, Ltd., Illinois Professional Land Surveyors,
have surveyed and located improvements on Lots 1 and 9 and the North Half of Lots 2 and 10,
Block 1, Block's Addition to the VIVIdge of Yorkville, United City of Yorkville, Kenda ll County, Illinois as
shown by the plot hereon drown which is a correct representation of said survey. This professional
service conforms to the Illinois Minimum Standards for a Boundary Survey.
Dated at Yorkville, Illinois November 22, 2005.
James U. Olson
Illinois Professional Land Surveyor No. 2253 > A
y LANND D S SU URVVEYOEYO
R
License expires November 30, 2006 CERTIFICATE
O�
Domes M Olson AssocAotes, Ltd. NO. 035-002253
107 West Modison ;Street �F
Yorkvi//e, ///idols X50560
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