Plan Council Packet 2004 09-23-04 United City of Yorkville
County Seat of Kendall County
EST. 1836
800 Game Farm Road
, rr v) Yorkville, Illinois 60560
Q t n Q Phone630-553-4350
v>� Fax:630-553-7575
E
PLAN COUNCIL AGENDA
Thursday, September 23, 2004
9:30 a.m.
CITY CONFERENCE ROOM
8:30 a.m. Staff Meeting
1. Approval/Correction of Minutes: August 26, 2004
2. 9:30 a.m. - PC 2004-07 Theidel Property - Preliminary Plan
3. Street Naming Procedure
4. Additional Business
1
United City of Yorkville
Plan Council Meeting
August 26, 2004
Attendees:
Tony Graff, City Administrator Joe Wywrot, City Engineer
Mike Schoppe, Schoppe Design Sgt. Ron Diedrich, Yorkville Police
Jeff Freeman, EEI John Whitehouse, EEI
Tim Fairfield, BKFD Laura Brown, Director of Parks &Rec
Eric Dhuse, Director of Public Works
Guests:
Eric VanBeest, Pasquinelli Development Brian Urban, Cowey, Gunderson, Leder
Dan Oefner, Cowey, Gunderson, Leder Bill Zalewski, Jacob &Hefner
Rich Guerard, Wyndham Deerpoint Rob Zoromski, Concord Homes
Mr. Graff called the meeting to order at 9:45 AM.
Mr. Wywrot questioned the Fox Hill bike trail's path, and it was determined the trail would go into the
cul-de-sac, back out to Eldamain and not along the south property. The bridge easement winds into the
cul-de-sac area, per Ms. Brown. As part of the Fox Hill agreement, Mr. Schoppe stated, that Marvin
DeLahr, DCS, would be giving the City land along the west side of the creek(from the bridge south)
which would allow the land connecting it to Unit 7. The City opts not to build the trail now.
The July 22, 2004 minutes were approved as written.
Grande Reserve Unit 9—Final Plat
Mike Schoppe's comments
1) Comment#1 —Final Plat: The annexation agreement document shows an opening to the street at lot
806 and the plat shows it as a build able lot. Mr. Urban took an open space to make 112 build able
lots, as stated in the annexation agreement. Mr. Graff stated that the final plat lot numbers cannot be
compromised if there are landplane or engineering issues. Staff believes Lot 106 was designated as an
emergency and visibility area. If owners want to explore and redesign the area for 112 lots, they
should resubmit in writing as an amendment to the plan.
2) Comment#4—Engineering Improvement Plans: This is a City Council issue, not plan commission.
Mr. Schoppe stated that the City consultants, CDF, recommended the 2" o.c. spacing. Mr. Urban
suggested that the plugs were an improvement over the initial specifications, which were for seeding
only, in some of the other neighborhoods. Mr. Schoppe suggests if the plan is to seed at 5000 plant
per area, and, in addition, add the plugs, this would be a fair compromise.
3) Comment# 1 —Engineering Improvement Plans: Mr. Schoppe would prefer a stub alongside the east
side of Matlock, which is on the west side of the park. It should be centered to the east side into the
ROW, with a 1"water and a 6" sanitary. Staff will look into putting parking spaces at this site. Ms.
Brown stated that there will be a drinking fountain in the park, and typically only the larger acreage
parks are equipped with restroom facilities.
2
EEI comments
1) Sheets 5-10, Grading plan—John Wywrot has been in contact with Brian Schiber in regards to the
grading. A site visit will be arranged.
2) Eric Dhuse, Joe Wywrot and John Whitehouse agree that storm sewer stubs should be extended
beyond the typical length into front yards during construction.
3) Comment# 5, Sheets 11-19: Allegiance intersection will be realigned per Mr. Oefner.
4) Comment# 8, Sheets 11-19: Tim Fairfield is working with Oswego on an intergovernmental
agreement on service boundaries, to interconnect and make hydrant supplies available. The water
supply is the foremost concern, not the logistics of the hydrant placement.
5) Comment #12, Sheet 1-19: Options for Seely Street are a) eliminate the current single feed and
do a loop around the cul-de-sac, b) run up with a single pipe into Mill Rd, cross under the railroad,
come back to Mill; c) come north with a single, go west following the electric line, then tie into the
water line leaving the tower(which crosses the railroad) and onto Galena. Recommended to the
developer is option#2, making a better water supply source for portions of area north of Mill Rd. This
would be a 8"main. Interceptor lines should be 15' from ComEd.
6) Comment#18. Sheets 21 & 22: The City will get written direction is needed from IDOT.
7) Comment# 27, Sheet 21 &22: The typical lot detail would be sufficient if there are no side yard
abutting streets that are differing per Mr. Whitehouse.
8) Comment #6, Sheet 11-19: The City will keep the 66' ROW. The developer will tie in the curb
should tie in at the curb cross section with a 28' back to back. The sidewalk will slope 30'
transitionally.
Anna Kurtzman's comments
1) Comment#3: These lots are shown in their entirety on the front cover. Mr. Whitehouse believes this
is sufficient.
2) Comment#4: A note needs to be made on the cover sheet. There should be a note on the cover sheet
conveying the area to the Home Owners Association. There is language on the plat allows a bike path
through the storm water management easement. (see lot 4 language, and note #4). Per Ms. Brown the
City maintains 5' on either side of the trail.
3) Comment#5: The landscape median is maintained by the HOA, needed is the typical easement detail
language.
4) Comment#6 and#7: Typical detail language needs to be provided by the developer.
5) Comment#8: Mr. Urban does not want to show on the plat. Rear yards must be shown if they are a
deviation, per Mr. Wywrot. The developer should show as done in other units.
6) Comment#10: Mr. Urban will provide the architectural details.
7) There was discussion as to whether or not all setbacks need to be shown on the plat. If then, a resident
asked for a variance, would all residents in the Unit would be required to sign off on this. The
developer will show the front setbacks only on the plat, and typicals on the side and rear setbacks.
The developer will present Units 9, 10 and 11 at the November 10th Plan Commission. Submittal of
revised engineering, landscaping preliminary plans and preliminary plats for Unit 9 should be submitted
by September 30th.
Raintree Village Units 4,5 & 6— Final Plait
Mike Schoppe comments
3
1) There was a discussion on the naming of Bluebird Lane in Unit 4. It was determined that Hawk
Hollow Drive will continue north to River Crossing Drive. North of there it will be Bluebird Lane.
Anna Kurtzman's comments
1) The developer will comply, on Unit 4, to include acreage on each lot on the plat.
John Whitehouse comments
1) Plats need additional easement widths and access restrictions.
2) Comment#4—Grading plans: The developer needs to ease the peaks on the side yards so overflow
flows are not contained.
3) John is asking for an additional sewer line running through the school lots, 291 and 292. Needed is an
8" sewer line. Watermain will be from west property line and tap into the south side of Prairie
crossing.
4) The detention basin on lot#336 serves the school site, as well as the water tower and park site. Mr.
Whitehouse suggested the storm sewer be put in first and soon. The water main is now going up to
Prairie Crossing (40 ft easement in Unit 2) which eliminates the need for the booster station. Rob
Zoromski asked if the city might allow construction, with a permit log number documentation
number, and Mr. Wywrot suggested that the City may give a right to proceed, if Kramer's office okays
the request. If storm sewer is and grading is completed, Mr. Whitehouse is suggesting that cover
issues will not be problematic when water line is ready for installation. The developer stated that
permits will be turned in next week to the City, and forecasts that the IEPA would receive these the
first week of September.
5) Per Rich Guerard , Wyndham Deerpoint will convey ownership of Lot#466 to the City, indicated on
the plat "to be conveyed" to the City.
6) If Tremont Lane is not constructed yet, Rob is asking that the water main valve be moved alongside
the road, for access along Astor to the water tower site.
7) Mike Schoppe commented on grading on the school/park site on Unit 2 to make it more flexible as a
one site area, not knowing where the park improvements or school will be located. Shown is a 4-5"
slope alongside the east side. Options were: 1) pull dirt back, 2) put in additional fill on the low side,
or 3) put the larger slope along the far east side. Mr. Whitehouse stated there is a water main down the
east easement property line, and a 460V. electric line, but the grading at these lines could not be
changed. At this time, the developer will not be asked to regrade, and staff will look at options when
the school or park site is developed.
8) On Unit 5, Parkside will continue it name until Rt. 126. Keeping the connecting street name into the
adjoining subdivision will be addressed when staff review those plats.
9) Wyndham Deerpoint will keep the streetlights banded as close to T intersections as possible, per Mr.
Dhuse's request.
10) Mr. Fairfield requested that Manchester Lane name be changed.
This will go to Plan Commission on Sept. 8th, with final plat approval subject to final engineering and
landscaping reviews. Revised final plats, engineering and landscape submittals are due by Sept. 3rd.
Respectfully submitted,
Annette Williams
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: TBD Date of Submission: August 10, 2004
Requesting: El Annexation [j Zoning ti Planned Unit Development
[j Special Use:
1. Name of Petitioner(s): P,11 to Home Corporation
Address: 2250 Point Blvd. Elgin, IL 60123
Phone Number: (847) 841-3583 Fax Number: (847) 783-0875
Relationship of Petitioner(s) to subject property:
[) Owner [4 Developer ] Contract Purchaser
2. Name of holder of legal title, if different from#1: LaSalle Bank Trust #4198
If legal title is held in a Land Trust, list the names of all holders of any beneficial interest
therein: Richard Theidel 100%
3. a). (i). Street address and physical location of subject property:
8111 State Route 34 (north of Rt. 34, east of Menards, west of MPI)
(ii). Zoning of surrounding parcels:
North: R-2 PUD (Yorkville) R-3 and A-1 (Kendall County)
South: R-3 and A-1 (Kendall County)
East: R-2 PUD (Yorkville)
West: R-2 PUD, R-2 and B-3 (Yorkville)
b). Legal description of property; attach as Exhibit "A".
c). Total Acreage: 286
Page 1 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:
Please see attached.
e). Current Zoning Classification: A-1 (Kendall County)
f). Zoning Classification Requested: R-2 PUD, R-3 PUD and B-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 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:
IHPA, IDNR, IDOT, KCSWCD, YBSD, United City of Yorkville
USACOE
6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses
located on subject property to be annexed: 36-1221170
7. Does a flood plain exist on the subject property? Yes
8. Do Electors reside on the subject property? No
If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a
resident of the parcel who is a registered voter. Legal owners of the annexing parcel must
sign the petition regardless of place of residence or legal voting status.)
9. Contact Information: Name, address, phone number and fax number of person to whom
inquiries regarding this petition may be directed:
Matt Cudney, Pulte Homes 2250 Point Blvd. Suite 401, Elgin, IL 60123
(847) 841-3583 office (847) 783-0875 fax
Attorney: Name: Julie Workman, Esq. (Gardner, Carton & Douglas)
Address: 191 N. Wacker Drive, Suite 3700, Chicago, IL 60606
Phone Number: (312) 569-1232 Fax Number: (312) 569-3232
Engineer: Name: Pete Huinker (Smith Engineering)
Address: 759 John St. , Yorkville, IL 60560
Phone Number: (630) 553-7560 Fax Number: (630) 553-7646
Land Planner: Name: Gary Weber (Gary R. Weber & Associates)
Address: 224 S. Main St. , Wheaton, IL 60187
Phone Number: (630) 668-7197 Fax Number: (630) 668-9693
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 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: August 10, 2004
Petitioner(s) Si na re: (All legal property owners signatures must appear on this application.)
Subscribed and sworn to before me this /O day of grCic( , 200 .
1
OFFICIAL SEAL - €
BERNADE I 1 h E FITTS
NOTARY PUBLIC STATE OF ILLINOIS - Y:/Wa 7//
Notary Cotvli�rlCr.c Fxrs.APR.5,2DIt5 E y "
THIS APPLICATION MUST BE NOTARIZED.
Page 3 of 5
United City of Yorkville Annexation,PUD,Zoning,Special 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 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 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
.._.....__.
Depai fluent 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 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 records) to the Deputy Clerk,
United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560.,
Date: I b1-1
Signature of Petitioner
Page 5 of 5
United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04
69441.4
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE ) c 3
SCHEDULE A (CONTINUED)
ORDER NO.: 1401 SA33.04011 F1 •
S. THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED AS FOLLOWS:
PARCEL 1:
THAT PART OF THE WEST 1/2 OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE
THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON
PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER :.INE OF
THE BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND
NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID
SECTION 22; THENCE NORTH 34 DEGREES 59 MINUTES 00 SECONDS, ALONG A LINE FORMING
AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTERLINE OF U.S. ROUTE •
34, MEASURED FROM NORTHEAST TO NORTHWEST, 2,054.60 FEET FOR POINT OF BEGINNING;
THENCE SOUTH 52 DEGREES 08 MINUTES 00 SECONDS WEST, 825.40 FEET; THENCE NORTH 38
DEGREES 06 MINUTES 00 SECONDS WEST, 1,083.88 FEET TO THE CENTER LINE OF KESATEDY
ROAD; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, 1,581.49 FEET TO A POINT 'WHICH
IS 350.0 FEET SOUTHWESTERLY OF, AS MEASURED ALONG SAID CENTER LINE, THE MOST
EASTERLY CORNER OF BRISTOL LAKE SUBDIVISION; THENCE SOUTH 38 DEGREES 15 MINUTES
40 SECONDS EAST, 1,639.93 FEET TO A LINE DRAWN NORTH 52 DEGREES 45 MINUTES 1.7
SECONDS EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 52 DEGREES 45 MINUTES 17
SECTION WEST, 750.69 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, XENDALL
COUNTY, ILLINOIS.
PARCEL 2:
THAT PART OF THE SOUTH 1/2 OF SECTION 15 AND THAT PART OF THE NORTH 1/2 OF
SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN,
DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE
SUBDIVISION, AS PER THE FLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 I.l1 PLAT
BOOR 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY
LINE OF SAID SUBDIVISION 1988.0 FEET TO THE NORTHEASTERLY CORNER OF SAID
SUBDIVISION; THENCE NORTHWESTERLY ALONG A LINE MAKING AN ANGLE OF 180 DEGREES 13
MINUTES 25 SECONDS MEASURED COUNTER-CLOCKWISE FROM THE LAST DESCRIBED COURSE, A
DISTANCE OF 895.02 FEET TO AN EXISTING IRON PIPE STAKE THENCE EASTERLY ALONG AN
OLD FENCE LINE FORMING AN INTERIOR ANGLE OF 58 DEGREES 15 MINUTES 28 SECONDS WITH
THE LAST DESCRIBED COURSE, A DISTANCE OF 1298.88 FEET (19.68 CHAINS) TO AN IRON
PIPE STAKE HEREWITH PLACED; THENCE SOUTHEASTERLY ALONG AN OLD ESTABLISHED LINE OF
OCCUPATION FORMING AN INTERIOR ANGLE OF 124 DEGREES 23 MINUTES 38 SECONDS WITH
THE LAST DESCRIBED COURSE A DISTANCE OF 2185.47 FEET TO AN EXISTING IRON PIPE
STAKE ON THE CENTER LINE OF KENNEDY ROAD WHICH IS 1213.59 FEET NORTHEASTERLY FROM
THE POINT OF BEGINNING, AS MEASURED ALONG SAID CENTER LINE; THENCE SOUTHWESTERLY
ALONG SAID CENTER LINE 1213.59 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF
BRISTOL, KENDALL COUNTY, ILLINOIS
PARCEL 3:
THAT PART OF THE NORTH 1/2 OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE
THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY
CORNER OF BRISTOL LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS
DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY
ALONG THE CENTER LINE OF KENNEDY ROAD, WHICH MAKES AN ANGLE OF 88 DEGREES 58 •
MINUTES 47 SECONDS WITH THE NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED
CLOCKWISE THEREFROM, A DISTANCE OF 1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD
EXISTING LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINETES 43
SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1228.39 FEET; THENCE
------------
EEE 16:31:24
Epi-CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE 2 4 3
SCHEDULE A (CONTINUED)
ORDER NO. : 1401 SA.3104011 F1
SOUTHWESTERLY PARALLEL WITH THE AFORESAID CENTER LINE OF KENNEDY ROAD, 1348.57;
THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 88 DEGREES 37 MINUTES
37 SECONDS WITHT EH LAST DESCRIBED COURSE A DISTANCE OF 1224.23 FEET TO A POINT ON
THE SOUTHEASTERLY LINE OF SAID BRISTOL LAKE SUBDIVISION WHICH IS 0.46 FEET
SOUTHWESTERLY FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID
SOUTHEASTERLY LINE 0.46 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL,
KENDALL COUNTY, ILLINOIS;
(EXCEPTING THEREFROM THAT LAND CONVEYED TO KENNETH D- DOTY, .rR., IN DEED RECORDED AS
DOCUMENT NUMBER R85-5973, DESCRIBED AS FOLLOWS: THAT PART OF THE NORTHWEST 1/4 OF
SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN
DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE
SUBDIVISION; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD, 299.54 FEET;
THENCE SOUTHEASTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 287.11 FEET;
THENCE SOUTHWESTERLY, AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 306.88 FEET TO
THE EASTERLY LINE OF A TRACT OF LAND CONVEYED TO HERBERT L. RUCKS BY A WARRANTY DEED
RECORDED AUGUST 1, 1966 IN BOOK 149 ON PAGE 303; THENCE NORTHWESTERLY ALONG SAID
EASTERLY LINE TO A POINT ON SAID CENTER LINE WHICH IS 0.46 FEET SOUTHWESTERLY OF THE
POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, 0.46 FEET TO THE
POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS)
PARCEL 4:
THAT PART OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL
MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL
LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT
BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF
KENNEDY ROAD WHICH MAKES AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE
NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF
1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMIIIG AN
INTERIOR'ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED CODRSE, A
DISTANCE OF 1228.39 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE AFORESAID CEETER
LINE OF KENNEDY ROAD, 1364.57 FEET FOR THE POINT OF BEGINNING; THENCE NORTHEASTERLY
ALONG THE LAST DESCRIBED COURSE 1348.57 FEET TO THE PENULTIMATE DESCRIBED POINT;
THENCE SOUTHEASTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 F.INUTES
43 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1402.38 FEET; THENCE
SOUTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 84 DEGREES S2 MINUTES 28
SECONDS WITH THE LAST DESCRIBED COURSE (BEING A LINE DRAWN PARALLEL WITH THE CENTER
LINE OF U.S. HIGHWAY ROUTE 34) A DISTANCE OF 2301.24 FEET; THENCE NORTHWESTERLY ALONG
A LINE DRAWN NORTH 35 DEGREES 30 MINUTES WEST FROM A POINT ON THE SOUTHERLY LINE OF
SAID SECTION 22 WHICH IS 23.03 CHAINS WEST OF THE SOUTHEAST CORNER OF SAID SECTION 22
(SAID LINE FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE
LAST DESCRIBED COURSE) A DISTANCE OF 914,67 FEET; THENCE NORTHEASTERLY ALONG A LINE
FORMING AN INTERIOR ANGLE OF 92 DEGREES 15 MINUTES 44 SECONDS WITH THE LAST DESCRIBED
COURSE 877.73 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF
263 DEGREES 11 MINUTES 34 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE CF
392.38 TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY,
ILLINOIS. -
PARCEL 5: •
THT PART OF SECTION 22, TOWN5HIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL
MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL
LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT
BOOK 10, PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE CF
•
PAGE A 3
"•" _. , 16:31:29
4
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE 3,f3
SCHEDULE A(CONTINUED)
ORDER NO.: 1401. SA37.04311 Fl
KENNEDY ROAD FORMING AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE
NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF
1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMIKG AN
INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COiRSE,
2630.77 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG THE PROLONGATION
OF THE LAST DESCRIBED COURSE 1142.51 FEET TO THE CENTER LINE OF U.S. HIGHWAY ROUTE
34; THENCE SOUTHWESTERLY ALONG SAID CENTER LINE FORMING AN INTERIOR ANGLE WITH THE
LAST DESCRIBED COURSE OF 84 DEGREES 52 MINUTES 28 SECONDS, 2336.0 FEET TO AN EXISTING
IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER. LINE
OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS
WEST AND THENCE NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST
CORNER OF SAID SECTION 22; THENCE NORTH 35 DEGREES 30 MINUTES WEST ALONG A LIKE
FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE LAST DESCRIBED
COURSE 1139.93 FEET TO A LINE DRAWN SOUTHWESTERLY PARALLEL WITH SAID CENTER LINE OF
SAID ROUTE NO. 34 FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAIL
PARALLEL LINE FORMING AN INTERIOR ANGLE OF 86 DEGREES 36 MINUTES 53 SECONDS WITH THE
LAST DESCRIBED COURSE 2301.24 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF
BRISTOL; KENDALL COUNTY, ILLINOIS
Eylulri+
a-
OWNER P.I.N.
Moser Enterprises, Inc. _ 02-15-451-001
Howard Wyman 02-15-351-001
Peter S. Bocher Trust 02-15-353-001
John N. Phillips 02-15-353-002
Jack L. Schaefer 02-15-353-003
John D. and Karen S. Harris 02-15-353-004
Margaret Smith 02-22-103-001
Robert C. and Diana J. May 02-22-103-002
David and Sandra Gonzalez 02-22-126-001
Cynthia Lou Fox 02-22-126-002
Elmer B. and Nancy Leifheit 02-22-126-004
Ronald E. Sittler 02-22-126-005
Brand Family Trust 02-22-126-006
Gerald Brand Living Trust 02-22-126-007
Mark C. and Robin E. Guzman 02-22-104-006
Joseph W. and Mary L. McElroy 02-22-104-005
Russell L. Harris 02-22-104-004
Lame and G. Kennedy 02-22-102-016
Douglas A. Schmidt 02-22-102-005
Clarence Bazan 02-22-151-008 _
Bernard G. and Karla A. Schupback 02-22-151-011
Edward D. and Shari A. Wilson 02-22-151-015
Menards, Inc 02-22-300-001
Joseph G. and Ida Mae Reck 02-22-176-002
Ken Doty, Jr. and Cynthia K. Doty 02-22-251-003
Donald J. and Carol S. Hammqn 02-22-300-002
Kristen A. Koridek 02-22-400-011
Daniel and Carol Goodwin 02-27-201-006
Jose A. and Salvador Gonzalez 02-22-476-001
Brett A. and Kristen Carrington 02-22-426-004
Michael J. and Seppelfrick Sr. 02-22-426-003
Kenneth L. and Eva M. Kott 02-22-426-002
Robert E. and Deborah Briggs 02-22-426-001
MPI-2 Yorkville South ILLC 02-22-276-001
Gerald D. & Mattie Cowger 02-22-102-002
02-22-102-003
Garland & Gloria Edwards 02-22-102-004
02-22-102-011
Bernard G. & Karla A. Schupbach 02-22-151-005
02-22-151-010
02-22-151-009
EA•dbi 2—
OWNER P.I.N.
Lloyd W. &Mae C. Johnson 02-22-102-015
James Nicholson Jr. 02-22-102-008
William &Kimberly Schomer 02-22-102-007
Earl P. & Cynthia M. Fox 02-22-102-006
Michael J. & Gayla Miller 02-22-102-009
Bobbie & Suzanne Spencer 02-22-102-010
Ben M. Wasman Trust 02-22-102-012
Rodger L. & Linda Melhouse 02-22-102-013
•
Kenneth W. & Louella F. Currier 02-22-102-014
•
Edward D. & Sharia Wilson 02-22-151-015
Ronald& Wagner-Kring 02-22-151-014
James & Sally Bassett 02-22-151-013
Dennis E. & Susan L. Ohlenkamp 02-22-151-012
Bank of Lyons TR 1052 02-22-151-002
Ronald R. &Marsha J. Bell 02-22-104-002
Wilmer J. & Betty Hermann 02-22-104-001
Brendan H. & Ann Moehring 02-22-126-003
Kenneth J. & Mary Brummel 02-22-104-003
Robert J. & Joan O'Malley 02-15-352-001
Mark R. O'Malley Living Trust 02-15-352-002
James & Charlotte O'Hara 02-15-352-003
Phillip D. & Roseann Burnett 02-22-476-002
Charles J. Musaraca 02-22-427-001
Bryan & Jennifer Scott 02-23-302-005
Peter A. &Victoria L. Grandys 02-23-302-004
Scott& Patricia E. Hall 02-23-302-001
Glen A. & Christine Dahlstrom 02-23-302-002
Jerome T. Heitschmidt 02-23-302-003
Lawrence L. & Denise Vana 02-23-351-001
Ripper, Linda Helmond Living Trust 02-23-351-002
Warren C. Denardo 02-21-200-015
Y:Vobs\Smith\2004\040024-2-PULT-Theidel-Property\engineering\design\PIN Numbers.doc
PIN Numbers
Theidel Property
02-22-176-004-0000
02-22-127-001-0000
02-15-376-001-0000
02-22-251-002-0000
02-22-400-001-0000
UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville, IL 60560
630/553-4350
PC#
APPLICATION & PETITION
Please Check One: V Preliminary Plan
Final Plat
Development Name: TBD Date of Submission: August 10, 2004
1. Name of Petitioner(s): Pulte Home Corp.
Address: 2250 Point Blvd. . Suite 401 , Elgin, TT. 6U123
Phone Number: (847) 841-3583 Fax Number: (847) 783-0875
2. a). Street address and physical location of subject property: 8111 State Route 34
(north of Rt. 34, east of Menards, west of MPI)
b). Legal description of property; attach as Exhibit "A".
c). Total Acreage: 286
3. Contact Information: Name, address, phone number and fax number of person to whom
inquiries regarding this petition may be directed:
Matt Cudney, Pulte Homes 2250 Point Blvd. , Suite 401, Elgin, IL 60123
(847) 841-3583 office (847) 783-0875 fax
Attorney: Name: Julie Workman, Esq. (Gardner, Carton & Douglas)
Address: 191 N. Wacker Drive, Suite 3700, Chicago, IL 60606
Phone Number: (312) 569-1232 Fax Number: (312) 569-3237
Engineer: Name: Pete Huinker (Smith Engineering)
Address: 759 John St. , Yorkville, TL 60560
Phone Number: (630) 553-7560 Fax Number: (630) 553-7646
Land Planner: Name: Gary Weber (Gary R. Weber & Associates)
Address: 224 S. Main St. , Wheaton, IL 60187
Phone Number: (630) 668-7197 Fax Number: (630) 668-9693
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: August 10, 2004
Petitioner(s) Signature: (All legal property owners signatures or their authorized agents (i.e.Planner,
Petitioner's Attorney,Engineer)must appear on this application.)
ider Rk
Subscribed and sworn to before me this /(7day of i(r(l�' , 200
l
.IALSEAL
NO"
•��_ ... ..�.___
.4/n.1)//-
( J � i. STATE OF ILLINOIS ktif . „ ;
_-Seal "1:N EXP.APR 5,2005
THIS APPLICATION MUST BE NOTARIZED.
Page 2 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
PRELIMINARY PLAN/FINAL PLAT
PETITIONER ROUTE
Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the
Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner
is responsible for making submittals to other review agencies such as Kendall County, Illinois
Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of
Engineers, etc., to allow timely review by City.
*Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500
a. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost
of all land improvements, to be determined by City Engineer.
b. Engineering Review Deposit -up to 1 acre =$1,000;
over 1 acre but not over 10 = $2,00
over 10 acres,but not over 40 = $5,000
over 40 acres,but not over 100 = $10,000
over 100 acres = $20,000
c. Deposit for Outside Consultants - under 2 acres = $1,000
2 to 10 acres= $2,500
over 10 acres = $5,000
Note: Owner/Developer will be responsible for payment of recording fees and
costs, public hearing costs including a written transcription of public
hearing and outside consultant costs (i.e. legal review, land planner,
zoning coordinator, environmental, etc.). Should Owner/Developer not
pay these fees directly, they will be responsible for reimbursing the United
City of Yorkville for the aforementioned fees and costs.
Note: You must present your plan at each of the meetings below as indicated.
Step 2: Plan Council: The Planning Council meets the 2nd and 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
Depai tinent Official, Emergency Medical Rep, Public Works Director, Executive Director of
Parks and Recreation, Fire Depai tnient Rep, and Police Chief.
Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes
recommendations on any Park Sites included in the development. The Park Board Planning
Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E.
Hydraulic Street.
Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month
at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a
recommendation for the City Council's consideration. The Plan Commission consists of 10
members appointed by the Mayor, the City Attorney and City Land Planner.
Page 3 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
Step 5: Economic Development Committee: The Economic Development Committee meets the
third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects
(regardless of a positive or negative EDC recommendation)proceed to the Committee of the
Whole for discussion. The Economic Development Committee consists of three (plus one
alternate) City Council members.
Step 6: Committee of the Whole: The Committee of the Whole meets the first and third
Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be
discussed in an informal atmosphere at the Committee of the Whole where no formal voting
takes place. This session is to discuss and consider recommendations of prior committee
meetings.
Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at
7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes
place.
If this project has included an annexation and/or zoning petition, a Public Hearing will be held at
this time with notice given by publication. Any annexation agreement, PUD agreement or
development agreement must be signed by the Petitioner prior to being voted on by the City
Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee.
This is equal to 1.75% of the approved engineer's estimate of construction costs of land
improvements, including but not limited to all public improvements to be dedicated to the City,
mass earth grading, and quasi-public improvements to be maintained by the homeowner's
associations such as private storm sewer,parking areas, and trails.
Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council
and all required documents, bonds, and letters of credit are submitted to the City, the final plat
may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for
signatures. When all City signatures are in place, the developer or his surveyor may take the
mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints
made and return to the Kendall County Recorder's office for recording. Kendall County requires
the mylar and four paper copies. The City of Yorkville requires that you submit two recorded
paper copies to the Deputy Clerk. Any copies you may require would be in addition to these.
Agreement:
I understand and accept all requirements, fees as outlined as well as any incurred Administrative
and Planning Consultant Fees which must be current before this project can proceed to the next
scheduled committee meeting.
Please sign and return(retaining a copy for your records) to the Deputy Clerk, United City of
Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560.
Date Signature of Petit on r
Page 4 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
CHECK LIST FOR PRELIMINARY PLANS
SECTION 1: WRITTEN DOCUMENTS
1. A land use application containing the following: Not Applicable Acceptable Deficient
A. A statement of planning objectives to be achieved by the plan
B. A time schedule of the proposed development of the area
covered by such preliminary plan
C. Exceptions or variations to City Zoning or Subdivision
Ordinances being requested as part of the plan,including the
specific section of the Ordinance.
2. A boundary survey of the area covered by such preliminary plan,
prepared and certified by a registered Illinois surveyor.
SECTION 2: GENERAL PLAN INFORMATION
1. A rendered outline of the area covered by such preliminary
plan drawn at a scale of not less than 1 inch equals 100 feet.
2. The plan must contain the following information:
A. Scale
B. North Arrow
C. Original and Revised dates
D. Name and address of owner of record
E. Name and address of site plan designer
F. Current zoning of the property
G. All categories of proposed land use
3. The following information regarding contiguous property:
A. Location of contiguous property
B. Zoning of contiguous property
C. Land use of contiguous property
4. The following site data provided in the lower right corner:
A. Size of property in square feet or acres
B. Square footage and percent of site coverage with buildings
C. Square footage and percent of site coverage with pavement
D. Number of parking spaces to be provided
E. Number of parking spaces required by zoning ordinance
F. Number of proposed buildings/dwelling units/lots
SECTION 3: PLAN DATA REQUIREMENTS
1. A site location map.
2. Dimensions of the property.
3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not
less than one inch equals one hundred feet.
4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities.
5. Existing or proposed public roads, streets,and alleys, including classifications,width of right-of-way and paved
surfaces, and existing and proposed sidewalks.
6. Dimensioned building setbacks, and as applicable; areas for off-street parking, trucking maneuvering and
service, and open space/recreational facilities.
7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water
lines,&streetlights.
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 1: WRITTEN DOCUMENTS
1. A land use application containing the following: Not Applicable Acceptable
Deficient
A. A statement of planning objectives to be achieved by the plan.
D. A development schedule,indicating the approximate dates for
construction of the Final Plan.
E. Petitioners proposed covenants,restrictions,and conditions to
be established as part of the Final Plan.
F. Exceptions or variations to City Zoning or Subdivision
Ordinances being requested as part of the Final Plan,
including the specifics of the Ordinance.
SECTION 2: GENERAL PLAN INFORMATION
1. Must be drawn to accurate engineering scale.
2. Must contain the following information:
A. Scale
B. North Arrow
C. Original and Revised dates
D. Name and address of owner of record
E. Name and address of site plan designer
3. The following information regarding contiguous property:
A. Location of contiguous property
B. Zoning of contiguous property
C. Land use of contiguous property
4. Site data to be provided in lower right hand corner:
A. Legal Description
B. Size of property in square feet and acres
C. Current Zoning
D. Square footage&percent of site coverage with buildings
E. Square footage&percent of site coverage with pavement
F. Square footage&percent of site coverage with landscaping
G. Number of parking spaces required by zoning ordinance
H. Number of parking spaces to be provided
I. Number of buildings
J. Number of dwelling units
K. Breakdown of dwelling unit bedroom types
5. Landscape data to be provided in lower left hand corner:
A. Number of plantings by type
B. Size of plantings at installation
C. On-center spacing for hedges(Should be 3 feet apart)
D. Caliper size of all trees at installation
Page 6 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
CHECK LIST FOR FINAL PLANS, CONTINUED
SECTION 3: PLAN DATA REQUIREMENTS
1. Dimensions of property.
2. Existing and proposed public and private streets,right-of-ways, driveways, all principal and accessory buildings
and their uses, dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas, open
spaces, and recreation facilities.
3. Preliminary architectural plans for all residential buildings, in sufficient detail to show basic building plan.
4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and
proposed treatments of points of conflict.
5. Existing and proposed utility systems, including sanitary sewers,water,electric,gas,telephone,and cable
television lines, including their sizes.
6. Proposed public and private lighting systems.
7. Existing and proposed easements for utility services.
8. Proposed signage, indicating location and size.
9. Existing vegetation and plantings.
10. Proposed berming and fencing.
11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open
space,public parks,recreational areas,school sites,and similar semi-public uses.
12. Any other information necessary to clearly show the proposed site plan elements.
Page 7 of 7
United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04
6444 A
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE ) C 3
SCHEDULE A(CONTINUED)
ORDER NO.: 1401 5A3104011 Fl
5. THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED AS FOLLOWS:
PARCEL 1:
THAT PART OF THE WEST 1/2 OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE
THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON
PIPE STARE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF
THE BRISTOL AND OSWEGO ROAD, PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS WEST AND
NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID
SECTION 22; THENCE NORTH 34 DEGREES 59 MINUTES 00 SECONDS, ALONG A LINE FORMING
AN ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE CENTERLINE OF U.S. ROUTE •
34, MEASURED FROM NORTHEAST TO NORTHWEST, 2,054.60 FEET FOR POINT OF BEGINNING;
THENCE SOUTH 52 DEGREES 08 MINUTES 00 SECONDS WEST, 825.40 FEET; THENCE NORTH 38
DEGREES 06 MINUTES 00 SECONDS WEST, 1,083.88 FEET TO THE CENTER LINE OF KENNEDY
ROAD; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, 1,581.49 FEET TO A POINT WHICH
IS 350.0 FEET SOUTHWESTERLY OF, AS MEASURED ALONG SAID CENTER LINE, THE MO.3T
EASTERLY CORNER OF BRISTOL LAKE SUBDIVISION; THENCE SOUTH 38 DEGREES 15 MINUTES
40 SECONDS EAST, 1,639.93 FEET TO A LINE DRAWN NORTH 52 DEGREES 45 MINUTES 17
SECONDS EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 52 DEGREES 45 MINUTES 17
SECTION WEST, 750.69 FEET TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL
COUNTY, ILLINOIS.
PARCEL 2:
THAT PART OF THE SOUTH 1/2 OF SECTION 15 AND THAT PART OF THE NORTH 1/2 OF
SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN,
DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LASE
SUBDIVISION, AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IV PLAT
BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHWESTERLY ALONG THE NORTHEASTERLY
LINE OF SAID SUBDIVISION 1988.0 FEET TO THE NORTHEASTERLY CORNER OF SAID
SUBDIVISION; THENCE NORTHWESTERLY ALONG A LINE MAKING AN ANGLE OF 180 DEGREES 13
MINUTES 25 SECONDS MEASURED COUNTER-CLOCKWISE FROM THE LAST DESCRIBED COURSE, A
DISTANCE OF 895.02 FEET TO AN EXISTING IRON PIPE STAKE THENCE EASTERLY ALONG AN
OLD FENCE LINE FORMING AN INTERIOR ANGLE OF 58 DEGREES 15 MINUTES 28 SECON:3S WITH
THE LAST DESCRIBED COURSE, A DISTANCE OF 1298.88 FEET (19.68 CHAINS) TO AN IRON
PIPE STAKE HEREWITH PLACED; THENCE SOUTHEASTERLY ALONG AN OLD ESTABLISHED LINE OF
OCCUPATION FORMING AN INTERIOR ANGLE OF 124 DEGREES 23 MINUTES 38 SECONDS WITH
THE LAST DESCRIBED COURSE A DISTANCE OF 2185.47 FEET TO AN EXISTING IRON PIPE
STAKE ON THE CENTER LINE OF KENNEDY ROAD WHICH IS 1213.59 FEET NORTHEASTERLY FROM
THE POINT OF BEGINNING, AS MEASURED ALONG SAID CENTER LINE; THENCE SOUTHWE•3TERLY
ALONG SAID CENTER LINE 1213.59 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF
BRISTOL, KENDALL COUNTY, ILLINOIS
PARCEL 3:
THAT PART OF TEE NORTH 1/2 OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE
THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY
CORNER OF BRISTOL LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS
DOCUMENT 137733 IN PLAT BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY
ALONG THE CENTER LINE OF KENNEDY ROAD, WHICH MAKES AN ANGLE OF 88 DEGREES 58 •
MINUTES 47 SECONDS WITH THE NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED
CLOCKWISE THEREFROM, A DISTANCE OF 1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD
EXISTING LINE OF OCCUPATION FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MIN3TES 43
SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1228.39 FEET; THENCE
RNRO P[i 4i
*+,.•r ao ruc noire.2inn 16.31:24
EY.61,14.- A
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE 2 .13
SCHEDULE A (CONTINUED)
ORDER NO.: 1403. SA310403,1 n
SOUTHWESTERLY PARALLEL WITH THE AFORESAID CENTER LINE OF KENNEDY ROAD, 1348.57;
THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 88 DEGREES 37 MINUTES
37 SECONDS WITHT EH LAST DESCRIBED COURSE A DISTANCE OF 1224.23 FEET TO A POIr.T ON
THE SOUTHEASTERLY LINE OF SAID BRISTOL LAKE SUBDIVISION WHICH IS 0.46 FEET
SOUTHWESTERLY FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID
SOUTHEASTERLY LINE 0.46 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL,
KENDALL COUNTY, ILLINOIS;
(EXCEPTING THEREFROM THAT LAND CONVEYED TO KENNETH D_ DOTY, JR., IN DEED RECORDED AS
DOCUMENT NUMBER R85-5973, DESCRIBED AS FOLLOWS: THAT PART OF THE NORTHWEST 1/4 OF
SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN
DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF BRISTOL LAKE •
SUBDIVISION; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF KENNEDY ROAD, 299.54 FEET;
THENCE SOUTHEASTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 287.11 FEET;
THENCE SOUTHWESTERLY, AT RIGHT ANGLES TO THE CAST DESCRIBED COURSE, 306.88 FEET TO
THE EASTERLY LINE OF A TRACT OF LAND CONVEYED TO HERBERT L. RUCKS BY A WARRANTY DEED
RECORDED AUGUST 1, 1966 IN BOOK 149 ON PAGE 303; THENCE NORTHWESTERLY ALONG SAID
EASTERLY LINE TO A POINT ON SAID CENTER LINE WHICH IS 0.46 FEET SOUTHWESTERLY OF THE
POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID CENTER LINE, 0.46 FEET TO THE
POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS)
PARCEL 4:
THAT PART OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL
MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL
LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT
BOOK 10 AT PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE OF
KENNEDY ROAD WHICH MAKES AN ANGLE OF 88 DEGREES 58 MINUTES 47 SECONDS WITH THE
NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF
1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORM/1G AN
INTERICR'ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE, A
DISTANCE OF 1228.39 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE AFORESAID CENTER
LINE OF KENNEDY ROAD, 1364.57 FEET FOR THE POINT OF BEGINNING; THENCE NORTHEASTERLY
ALONG THE LAST DESCRIBED COURSE 1348.57 FEET TO THE PENULTIMATE DESCRIBED POINT;
THENCE SOUTHEASTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 94 DEGREES 54 MINUTES
43 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE OF 1402.38 FEET; THENCE
SOUTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF 84 DEGREES 52 MINUTES 28
SECONDS WITH TEE LAST DESCRIBED COURSE (BEING A LINE DRAWN PARALLEL WITH THE CENTER
LINE OF U.S. HIGHWAY ROUTE 34) A DISTANCE OF 2301.24 FEET; THENCE NORTHWESTERLY ALONG
A LINE DRAWN NORTH 35 DEGREES 30 MINUTES WEST FROM A POINT ON THE SOUTHERLY LINE OF
SAID SECTION 22 WHICH IS 23.03 CHAINS WEST OF THE SOUTHEAST CORNER OF SAID SECTION 22
(SAID LINE FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE
LAST DESCRIBED COURSE) A DISTANCE OF 914.67 FEET; THENCE NORTHEASTERLY ALONG A LINE
FORMING AN INTERIOR ANGLE OF 92 DEGREES 15 MINUTES 44 SECONDS WITH THE LAST DESCRIBED
COURSE 877.73 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN INTERIOR ANGLE OF
263 DEGREES 11 MINUTES 34 SECONDS WITH THE LAST DESCRIBED COURSE, A DISTANCE CP
392.38 TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY,
ILLINOIS. •
PARCEL 5:
THT PART of SECTION 22, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL
MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEASTERLY CORNER OF BRISTOL
LAKE SUBDIVISION AS PER THE PLAT THEREOF FILED FOR RECORD AS DOCUMENT 137733 IN PLAT
BOOK 10, PAGE 58 ON MAY 10, 1962; THENCE NORTHEASTERLY ALONG THE CENTER LINE CF
xcscHA L PAGE A 3
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CHICAGO TITLE INSURANCE COMPANY
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SCHEDULE A(CONTINUED)
ORDER NO.: 1401 SA3104011 Fa.
KENNEDY ROAD FORMING AN ANGLE OF 88' DEGREES 58 MINUTES 47 SECONDS WITH THE
NORTHEASTERLY LINE OF SAID SUBDIVISION, MEASURED CLOCKWISE THEREFROM, A DISTANCE OF
1213.59 FEET; THENCE SOUTHERLY ALONG AN OLD EXISTING LINE OF OCCUPATION FORMING AN
INTERIOR ANGLE OF 94 DEGREES 54 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE,
2630.77 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG THE PROLONGATION
OF THE LAST DESCRIBED COURSE 1142.51 FEET TO THE CENTER LINE OF U.S. HIGHWAY ROUTE
34; THENCE SOUTHWESTERLY ALONG SAID CENTER LINE FORMING AN INTERIOR ANGLE WITH. THE
LAST DESCRIBED COURSE OF 84 DEGREES 52 MINUTES 28 SECONDS, 2336.0 FEET TO AN EXISTING
IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE
OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED AS BEING 23.05 CHAINS
WEST AND THENCE NORTH 35 DEGREES 30 MINUTES WEST 11.02 CHAINS FROM THE SOUTHEAST
CORNER OF SAID SECTION 22; THENCE NORTH 35 DEGREES 30 MINUTES WEST ALONG A LINE
FORMING AN INTERIOR ANGLE OF 93 DEGREES 23 MINUTES 07 SECONDS WITH THE LAST DESCRIBED
COURSE 1139.93 FEET TO A LINE DRAWN SOUTHWESTERLY PARALLEL WITH SAID CENTER LINE OF
SAID ROUTE NO. 34 FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG SAIL
PARALLEL LINE FORMING AN INTERIOR ANGLE OF 86 DEGREES 36 MINUTES 53 SECONDS WITH THE
LAST DESCRIBED COURSE 2301.24 FEET TO THE POINT OF BEGINNING; IN THE TOWNSHIP OF
BRISTOL; KENDALL COUNTY, ILLINOIS
•
Theidel Property
Preliminary Plan Submittal
August 10, 2004
Planning Objectives
Pulte Homes intends to develop a mixed-use residential and commercial Planned
Unit Development on the approximately 286 acres located at 8111 Route 34 (the
"Theidel Property"), for which Pulte has petitioned for annexation to the City of
Yorkville.
Pulte Homes plans to incorporate a variety of products and strategies to create a
unique development on the Theidel Property with the objectives of preserving
many natural features of the site and improving the systems that contribute to the
health, safety and welfare of its residents and the residents of Yorkville as a
whole.
Because the Theidel Property is bordered by other properties that had been
previously planned, Pulte was presented with both challenges and opportunities
for planning the site in an imaginative way to maximize its potential for use as a
mixed residential and commercial development. The unusual configuration of the
site added to the design challenges. Pulte Homes, however, has designed a
plan for the Theidel Property that achieves the City's goals of preserving natural
resources, improving transportation and modernizing infrastructure, each of
which will enhance the health, safety and well-being of the residents of this area.
PRESERVATION
The northernmost portion of the Theidel Property lies adjacent to Blackberry
Creek, which is an important natural resource not only for the United City of
Yorkville, but for the greater region as well. Protection and preservation of the
creek and the large stand of mature trees in its vicinity was a high priority.
Pulte's plan provides significant preservation that protects the creek and tree
stand and promotes the unique natural beauty of the area.
In addition, there is an existing farm pond and associated plant material in an
area of the Theidel Property south of Kennedy Road. This area is also being
preserved and enhanced as a part of the overall detention plan for the site. The
project also develops open space corridors for trail networks, linkages to
adjacent properties.
CH01/12379820.2
TRANSPORTATION
Pulte understands that Yorkville is sensitive to traffic issues. Funding for major
improvements to Route 34 and 47 is not coming fast enough to satisfy growing
needs. Because of these concerns, we understand the importance of creating
areas where traffic can flow freely without creating a major thoroughfare. Pulte's
plan minimizes access to Route 34 and Kennedy Road but maintains an internal
network that allows traffic to move well. Connection points to adjacent
subdivisions will allow traffic to move throughout the community without
burdening the major streets. It also allows the Grand Reserve development to
eliminate two of its access points on Kennedy Road by providing alternative
points of entry through the Theidel Property.
The construction of this development will also provide the funding mechanism for
roadway improvements to Route 34 and Kennedy Road in that this project will
provide the missing piece between the planned improvements by Menards and
Grand Reserve on either side of the Theidel property, thereby allowing the Route
34 improvements to commence.
Our planned transportation network and improvements will improve the general
welfare of the community and create safe, efficient traffic circulation patterns for
the public and accommodates the city transportation plan.
INFRASTRUCTURE
This property lies between the Menards and Hamman property, which are being
developed to the west of the Theidel Property, and Grand Reserve, which is
being developed to the east. As noted above, the development of the Theidel
Property fills the gap between those projects and allows for looping of water
lines, and the extension of the sanitary sewer and stormwater detention system.
This infrastructure plan is consistent with orderly growth practices and promotes
the public health and safety of the community.
CH01/12379820.2
Theidel Property
Preliminary Plan Submittal
August 10, 2004
Time Schedule & ExceptionsNariances
Schedule
Preliminary Approval—November, 2004
Final Approval—March, 2005
Start Earthwork—April, 2005
Finish Improvements—Summer, 2005
Start Home Construction—Summer, 2005
Exceptions and Variances
Lot size under 12,000--Section 10-6C-3.B
Setback for paths from rear/side yards--Section
09/16/2004 THU 23:51 FAX 630 466 9380 EEInc. ?002/010
PA=Y aoo - C
• \RPi.�TP.:.,i�7ew+VJh'"S4.+lY;•. .' �` 52 Wheeler Road • Sugar Grove, IL 60554
•
*WO; TEL: 630 / 466-9350
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www.eeiweb.com
30 `lE.AF_ CF.
.
September 16, 2004
Mr. Joseph A. Wywrot, P.E.
City Engineer
•
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Preliminary P.U.D. Plan Review, Theidel Subdivision,
United City of Yorkville
•
Dear Mr. Wywrot:
We have reviewed the following submitted material for the referenced Preliminary
• P.U.D. Plan submittal:
• Application and Petition for Annexation and Planned Unit Development dated
August 10, 2004.
• Plat of Survey prepared by Smith Engineering Consultants, Inc. consisting of 1
sheet with latest revision date of August 10, 2004.
• Preliminary Plat of Subdivision prepared by Smith Engineering Consultants, Inc.
consisting of 6 sheets with latest revision date of August 10, 2004
• Preliminary Engineering Plans prepared by Smith Engineering Consultants, Inc.
consisting of 6 sheets with latest revision date of August 10, 2004.
• Preliminary Stormwater Management Study and Report prepared by Smith
Engineering Consultants, Inc. with latest revision date of August 10, 2004
• Traffic Impact Study prepared by Smith Engineering Consultants, Inc. with latest
revision date of August 10, 2004
• Drain Tile Atlas from the files of Hinsdale Nurseries, Inc., undated.
• Report of Soils Exploration prepared by Testing Service Corporation dated
January 29, 2004.
G:\Public\Yorkville120041Y00415 Theidel Property(Pulte Homes)\Doc\Iwywrot0l doc
Consulting Engineers Specializing in Civil Engineering and Land Surveying
09/16/2004 TAU 23:51 FAX 630 466 9380 EEInc. ?003/010
• Wetland Assessment report prepared by Christopher B. Burke Engineering. Ltd.
dated August, 2004.
• Application for Consultation Agency Action Report submitted to IDNR on July 5,
2004.
• Correspondence from IHPA dated August 2, 2004 assigning Log #013070804
and requesting additional information.
Our review of these plans is to generally determine the plan's compliance with City
of Yorkville ordinances and whether the improvements will conform to existing City
systems and equipment. This review and our comments do not relieve the designer
from his duties to conform to all required codes, regulations, and acceptable
standards of engineering practice. Engineering Enterprises, Inc.'s review is not
intended as an in-depth quality assurance review. We cannot and do not assume
responsibility for design errors or omissions in the plans.
We offer the following comments:
General
1. Part of the development is located within a Special Flood Hazard Area as
identified by FEMA based on the Flood Boundary and Floodway Map
170341 0020 dated July 19, 1982. However, all floodplain areas are located
in Lot L, a proposed Natural Area to be preserved.
2. A thorough review of the Wetland Study should be completed by the City's
wetland consultant prior to Preliminary Plan approval.
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. 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) regarding preservation of cultural resources.
c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities.
d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer
Facilities.
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09/16/2004 THU 23:51 FAX 630 466 9380 EEInc, ?004/010
e. (TEPA) Division of Public Water Supplies regarding water supply and
distribution.
f. (TEPA) Division of Water Pollution Control regarding a Notice of Intent
(NOI) General permit to discharge storm water.
g. !DOT regarding intersection improvements and right of way requirements
at U. S. Route 34.
We recommend that items "a" and "b" be received prior to Preliminary Plan approval
and that for item g, a preliminary indication be received from IDOT concerning
access location, required right of way dedications and required highway and
intersection improvements. Items c, d, e & f will be required prior to the start of
construction activities.
Application and Petition
5. The legal description that appears throughout the documents included in the
petition should be the same, i.e. the Application, Plat of Survey and
Preliminary Plat.
Plat of Survey
6. The Plat should be signed by the surveyor.
7. The graphic scale is incorrect.
8. Though the legal descriptions appear to describe the same property, the
legal description on the Plat of Survey is not the same as that which appears
in the Commitment for Title Insurance which is attached to the Application,
and which contains 5 parcels. We recommend that the legal description
appearing on the Plat of Survey and the Preliminary Plat be used as the
basis for this application with one necessary correction. The distance in the
legal description of the most southwesterly line of the property is incorrectly
stated as 1083.65 feet instead of 1803.65 feet.
9. A complete and current Commitment for Title Insurance containing the
preferred legal description should be submitted for verification of existing
rights of way and easements. The Plat of Survey and Preliminary Plat
should be revised to show such easements and rights of way as well.
Preliminary Plat
10.The same legal description correction noted in comment 7 above should be
made on the Preliminary Plat.
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09/16/2004 TAU 23:51 FAX 630 466 9380 EEInc. ?005/010
11.A note should be added to the Single Family Setback and Easement Detail
stating "where City storm sewers, sanitary sewers or water mains are run
along side lot lines, a minimum 20 foot wide (10 feet each side) Utility and
Drainage Easement shall be provided".
12.Proposed street names should be provided on the Preliminary Plat for review
by the City and KenCom.
13.The graphic scale on Sheet 1 is incorrect.
14.The term "Outlot" should not be used. The alphabetic designation of the
non-residential lots is appropriate and preferred. These lots should be
designated Lot A, Lot B, etc.
15.Individual Lot areas should be provided in tabular form for Lots A through M.
16.The dimension along the northerly line of Lot G should be 555.66 feet and
the dimension along the northerly line of Lot D should be 211.88 feet.
17.There appears to be an extraneous lot line in Lot 221.
18.The proposed means of conveyance and ownership of the individual
townhome units should be noted on the Preliminary Plat. Also, blanket or
specific easements for ingress, egress utilities and drainage should be noted
and indicated in the Multi-Family Setback and Easement Detail.
19.Right of Way radii in the transition areas along Lots 1, 70, 231 and 309
should be provided on the Plat.
20.The proposed block length along Lots 166 through 181 is 1411 feet which
exceeds the maximum allowable of 1320 feet. However, due to the land
plan and proposed subdivision geometry in this area of the development, we
believe this length deviation cannot be cost effectively overcome and
recommend its acceptance as proposed.
21.The proposed block length along Lots 46 through 55 and 77 is 1537 feet
which exceeds the maximum allowable of 1320 feet. However, this block is
cut by an appropriate pedestrian trail through Lot E and we recommend its
acceptance as proposed.
22.The proposed block length along Lots 21 through 33 is 1494 feet which
exceeds the maximum allowable of 1320 feet. However, a right of way has
appropriately been provided for a potential road extension into the adjoining
property which would break this block. We recommend this block
configuration as proposed.
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09/16/2004 TIT 23:51 FAX 630 466 9380 EEInc, X006/010
23.The cul-de-sac serving multi-family Lots 1 through 9 exceeds the maximum
allowable length of 600 feet by 65 feet. We recommend acceptance of the
proposed configuration as proposed. All other rights of way, cul-de-sacs,
centerline geometry and intersection offsets meet the City's design
requirements.
24.The blocks containing Lots 275 through 281 and 269 through 274 are
relatively small considering the number of lots within them and the street and
utility lengths required to serve them. The proposed street and utilities
between these blocks should be eliminated, yielding one additional single
family lot and eliminating the long term maintenance and replacement costs
associated with an unnecessary street.
25,The main north-south roadway connecting U. S. Route 34 with Kennedy
Road, with the exception of its northerly and southerly extremes, is proposed
as a "hybrid" collector. Based on the projected ADT for this roadway, we
agree with this proposal.
26.There will be approximately 1900 feet between the centerline of the
proposed access for this subdivision and the proposed westerly entrance to
Grande Reserve from U. S. Route 34.
27.We have participated with you in discussions with CGL, MPI, SEC and Pulte
Homes regarding the coordination of rights of way and utilities between this
•
development and Neighborhoods 17, 18 and 19 in Grande Reserve. All
parties are continuing to cooperate.
Preliminary Engineering Plan
28.Note 6 on Sheet 1 should read " at midpoint of Lot", not Block.
29.Proposed street names should be added to the Plans.
30.A typical detail showing curb and island dimensions in the proposed cul-de-
sacs should be added to the plans.
31.Street lights should be place on the side of the street opposite the water
main. Several location do not provide for this.
32.A note calling for "hot poured joint sealer at the pavement-curb joint" should
be added to the proposed cross sections as has been required in other
recent developments.
33.Strom sewer laterals appear to be missing between Lots 78/79 and Lots
10/11.
G:\Publifforkville\20041Y00415 Theidel Property(Pune Homes)\Ooc1Iwywrot01.doc
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34.The northeasterly inlet and outlet for the stormwater management basin in
Lot C should be separated by at least 300 feet for stormwater quality
purposes.
35.The stormwater management area on Lot D is not shown on any of the plan
sheets except in the general plan on Sheet 1.
36.The rest of the proposed storm sewer layout appears adequate. Inlet
spacing and storm sewer sizing will be reviewed when the Storm Sewer
Design Report is submitted with Final Engineering.
37.At a minimum, inverts should be added to the end sanitary manholes of each
run and at key junctions throughout the system.
38.An 8" diameter lateral sanitary sewer main should be provided for each set of
townhomes served by a common access driveway. Individual sewer service
lines should then be provided from these mains. All mains should be
terminated in a manhole,
39.The extraneous water vault symbols should be deleted from the plans.
40.Additional water main loops should be provided in the townhome area to
avoid extremely long services and to provide additional fire hydrants at the
extreme end of the access driveways. These may be able to be 6 inch
mains.
41.The final water main sizing will be determined at Final Engineering after we
have input the proposed layout into the City's model and performed a
pressure and fire flow analysis.
42.The water main across the frontage of Lot 21 should be extended (8") across
the street into the school site and terminated with an 8" valve box followed by
an in-line temporary hydrant.
43.We should meet with Eric Dhuse and the design engineer to discuss the
City's preferred method of looping water main in the cul-de-sacs. Some can
be looped between lots to other streets, but some will have to loop back to
the mouth of the cul-de-sac.
44.A connection to the proposed Route 34 water main will be coordinated with
our plans, so no matter which construction occurs first, a pressure tap will
not be necessary.
45.Fire hydrant spacing and the proposed valve layout are satisfactory at this
preliminary plan stage.
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09/16/2004 THU 23:52 FAX 630 466 9380 EEInc, 2008/010
Traffic Study
46.We have reviewed the Traffic Impact Study and find it to be well presented
and accurate. The roadway network as proposed compiles with the
functional requirements of the traffic data presented with the following
exception.
47.Considering that the projected ADT of 2313 at the U. S. Route 34 access
point is close to the 2500 ADT classification for a major collector and that the
future commercial traffic has not been considered, this access road easterly
of the commercial site, up to where it becomes the 34 foot back to back
hybrid collector, should be constructed to major collector design
specifications.
48.Right of way and improvement requirements for U. S. Route 34 and access
to U. S. Route 34 will be controlled and permitted by IDOT. Copies of any
preliminary correspondence with IDOT relating to this development should
be provided to the City.
49.Kennedy Road is planned to be improved next year to a 3 lane curb and
gutter cross section with transportation impact fees collected from this
development. Our preliminary design is complete and we are coordinating
the 2 access intersection designs for this development with SEC.
Preliminary Stormwater Management Study and Report
Questions or comments regarding the following review of this report should be
directed to Jay Nemeth, P.E. at 630-466-9350.
50. For the purposes of calculating required detention volumes, the Yorkville
modified rational method has been used with a 0.0 cfs/acre allowable
release rate for area currently tributary to the Fox River and a 0.05 cfs/acre
allowable release rate for the area currently tributary to Blackberry Creek.
The proposed condition stormwater management basins are designed to
direct all site runoff (excluding the commercial area) to Blackberry Creek
(approximately 89 acres are currently tributary to the Fox River). In order to
accommodate this significant watershed diversion, we would recommend
that the developer be required to utilize retention/infiltration best
management practices and to minimize the direct connection of impervious
areas. Specific best management practices can be identified as the
preliminary design progresses.
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51.We recommend that HEC-HMS (or equivalent) be utilized to model the
proposed conditions as the design progresses to ensure that detention basin
outlet structures are designed to utilize the maximum amount of
retention/detention volume to be provided. Due to the expected long
drawdown times, proposed basin vegetation should be selected with care to
ensure survival under long periods of inundation.
52.There appears to be an inconsistency in the accounting of areas currently
tributary to the Fox River in the Yorkville method proposed detention basin
required volume calculations. Basin 3 and Basin 5 utilize a 0.0 cfs/acre
allowable release rate for area currently tributary to the Fox River and a 0.05
cfs/acre allowable release rate for the area currently tributary to Blackberry
Creek. The total tributary area accounted in the Basin 3 and Basin 5
detention calculations does not add up to the total area tributary to the Fox
River in the existing condition (when adding the commercial area and Basin
1 tributary area as well). It appears that the 0.0 cfs/acre allowable release
rate for area currently tributary to the Fox River has not been applied in the
calculations for Basin 1, The areas currently tributary to the Fox River
should be checked and the 0.0 cfs/acre allowable release rate for area
currently tributary to the Fox River should be applied consistently in each of
the proposed required detention volume calculations.
53.The report indicates that approximately 8.1 acres of non-jurisdictional
wetlands are located within the center of the project site in addition to
wetlands running parallel to Blackberry Creek. The limits of the wetland
areas should be shown on the plans.
54,The contour labeling on the existing conditions drainage area map is not
legible at the scale provided. The contour label size and/or the drawing
scale should be increased. Spot elevations would also be useful in the
verification of depressional storage areas.
55.The existing conditions HEC-HMS model used to determine the existing
depressional storage on the site is an inaccurate representation of the
existing condition. The sub-basin areas in the model have not been
interconnected such that sub-basin areas tributary to other sub-basins are
routed through the downstream sub-basin area depressional storage
volume. The contribution of off-site tributary areas has also not been
included. This would appear to have led to the underestimation of the
depressional storage volume achieved in Sub-basin C (dep. 10); and
potentially others.
56,The area in the vicinity of proposed Basin 3 is not shown on the Preliminary
Engineering Plan. Most of this area is cut off between the match-lines of
sheets 3, 5, and 6.
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• 09/16/2004 THU 23:52 FAX 630 466 9380 EEInc. 2010/010
•
57.Stormwater management requirements for the proposed commercial area
should be determined and provided prior to any mass grading activity in the
commercial area, Routing of an outlet for the commercial detention facility
should be considered before this Preliminary Plan is approved
58.The City's wetland consultant should review this report and we should
• discuss what, if any parts of the proposed "Stormwater and Water Runoff
Quality Ordinance" will be applied to this development.
Conclusion
Our review will continue as the above comments are addressed by the developer
and the design engineer. If you have any questions or require additional
information, please contact our office.
Sincerely,
ENGINEERING ENTERPRISES, INC.
N ,Cn (
John T. Whitehouse, P,E., P.L.S.
Senior Project Manager
pc: Liz D'Anna, Deputy Clerk
JWF/JPN, EEI
G:1PublicWorkOle12004\Y00415 Theidel Property(Pulte Homes) oc\lwywrot01.doc
Sep . 16 . 2004 4 : 25PM No . 6105 P. 2/4
PO, Foci--oel
Schoppe Design dissociates
Landscape Architecture and Land Planning
126 S. Main St. Ph. (630) 551.3355
Oswego, IL 50543 Fax(630) 551-3639
September 16, 2004
MEMORANDUM
To: Tony Graff, City Administrator
From: Mike Schoppe - Schoppe Design Associates, Inc,
Re: Theidel Property
We have reviewed the Preliminary Plat of Theidel Subdivision dated 8/10/04, the Preliminary
Engineering Plans for Theidel Subdivision dated 8/10/04, both prepared by Smith Engineering
Consultants, and the Preliminary Landscape Plan dated 8/10/04 prepared by Gary R. Weber
and Associates, and provide the following comments:
Preliminary Plat
1. Because this is proposed as a P.U.D., and also to reduce confusion as we have seen on
previous projects, we recommend that the Preliminary Plat be referenced as Preliminary
P.U.D. Plan and Plat, and that it contain all the information on it outlined in the City's
Planned Development ordinance under Section 10-13.5.
2. Two concerns were brought up at the City Council and Plan Commission meeting. The
first is that the lots backing up to Grand Reserve should be increased to the same size as
the adjacent lots in Grand Reserve. This has been addressed be increasing the lot sizes,
adjacent to Grand Reserve, to a minimum of 12,000 s.f The second issue that was
brought up was the appropriateness of the townhomes, near the commercial, separating
two single-family areas. It does not appear that this has been addressed. The
development team should be prepared to identify how this concern is being addressed.
3. The City Council, during their Concept Plan review,mentioned that this development
must create inter-city roads so drivers can avoid traveling on major roads. To
accomplish this, we anticipate that the road stubbed to the Hamman property will
extend west to Countryside Parkway. This road will provide the alternative route to the
commercial areas without needing to travel on the major roads. The traffic study
identifies this section of road as having an ADT of 416. The petitioner should be
prepared to discuss how the design of this will help reduce the need to travel on the
adjacent major roads.
Peye 7 or)
Sep . 16 . 2004 4 : 25PM No • 6105 P . 3/4
4. The alignment of the street connecting to Prairie Gross Lane in Prairie Meadows should
be revised to provide a continuous street to entry drive off of Kennedy Road. This will
make street naming easier.
5. What is the intended purpose for Outlot 1?
6. We are in the process of preparing a school/park plan for Outlot B, which will be
reviewed by the Park and Recreation Department and School District,to determine if
the geometry of Outlot B is acceptable.
7. The intended ownership for all of the open space lots needs to be labeled.
8. The size of the outlots should be shown.
9. We are having CDP,the City's wetland consultant,review the wetland delineation and
engineering plan and provide comments related to the existing on-site wetlands.
10. Add generic street names for ease in referencing.
11. Preliminary architectural plans need to be submitted. We recommend that these be
submitted for review prior to the Plan Commission meeting.
12. Add a note that identifies that cross access easements will be provided on lot 324 that
provide access to the adjacent commercial on the Hamman property.
13. The sideyard setback shown on the Multi-Family Setback and Easement Detail on Sheet
4 needs to be clarified. The detail identifies is as 30',while the distance between
buildings is dimensioned as 20'.
14. The lot sizes for lots 208 through 210 are missing from the lot area chart.
Preliminary En2ineerinn Plans
1. Add a note indicating that the school and park sites will be developed to the City's Park
Development Standards.
2. Outfall pipe for S.W.M. basin in Outlot L should not discharge directly into Blackberry
Creek.
Preliminary Landscape Plan
1. In accordance with the City's Landscape Ordinance, (Title 10 — Section 3-3), the
minimum size of evergreen trees is 8' in height. Revise all evergreens to be a minint.utn
of 8'.
2. Identify approximate limits of natural plantings on the plan.
Vgl2of3
Sep 16 . 2004 4 : 25PM No •6105 P. 4/4
3. The quantity of plant material shown is consistent with the City's Landscape Ordinance.
Please call with any questions or comments.
CC: Mayor Art Prochaska
Joe Wywrot, City Engineer
Liz D'Anna, Deputy Clerk
John Whitehouse, EEI
Anna Kurtman, Zoning Administrator
Bill Dettmer, Certified Building Official
Psga 7 of 9
PC) D-00L- di
.11
United City of Yorkville
EST. 1836 County Seat of Kendall County
17 800 Game Farm Road
^< ` Yorkville, Illinois, 60560
' 0 Telephone: 630-553-4350
Lj ' ,y‘. Fax: 630-553-7575
Website: www.yorkville.il.us
September 16, 2004
TO: Tony Graff ��G�
FROM: Anna B. Kurtzman �a�'
SUBJECT: Theidel Property
I have reviewed the preliminary subdivision plat for the property identified above against the
terms of the agreements for the adjacent properties (Menards and Grande Reserve) and against
the zoning code. Based upon my review I have the following comments:
1. The proposed roads do not align with the roads approved in the Menards and Grande
Reserve projects.
2. The Grande Reserve agreement has some flexibility in how the land north of
Kennedy Road (adjacent to the Theidel property) will develop. This flexibility is
based upon negotiations with the School District. The outcome of those negotiations
will impact the development of the Theidel property north of Kennedy Road.
3. I am not aware of any development plans for the Hamman property. If there are any
plans,then location of proposed roads need to be verified for alignment purposes.
4. In the unincorporated Bristol Lake Subdivision there is a right-of-way provided that
abuts the Theidel property where Outlot M is proposed. Does the City want to have a
corresponding right-of-way at this location?
5. The Menards agreement provides for a 60 foot wide landscaped buffer area adjacent
to Kennedy Road. Outlot C is not 60 feet wide adjacent to single family Lot 52. I
also do not see landscape easement areas reflected on the plat.
6. The proposed setbacks within the R-2 component meet City standards.
7. The minimum lot size in the R-2 district is 12,000 sq ft. There are a number of lots
that do not meet this minimum standard.
8. In the R-3 zoning district, the minimum lot area is 15,000 sq ft. Multi-family lot 8 is
14,727 sq ft.
•
T. Graff
Theidel Subdivision
September 16, 2004
Page 2 of 2
9. The maximum lot coverage allowed in the R-3 zoning district is 30%. There are
several townhomes that will exceed this standard.
10. The plat illustrates typical setbacks for the townhomes. The setbacks provided are:
Standard Standard Provided
Front yard 30 ft 30 ft
Rear yard 30 ft 30 ft
Corner Side 20 ft 30 ft
Internal side 10 ft Not provided
Back of building to 60 ft 60 ft
back of building
Front of building to 50 ft 50 ft
front of building
Side of building to 20 ft 20 ft
side of building
Side of building to 40 ft 40 ft
back of building
Front to side 50 ft Not provided
Rear to front 100 ft Not provided
11. The City measures the minimum lot width at the building setback line. I did not see
this information in the packets provided. Please have the developer submit this
information(either a separate document providing the information in tabular form or
reflected on the plat).
/abk
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'TO o Liz D'Anna
,47E Friday, September 17, 2004
E'Et Street Name Duplication Inquiries - Plan Council Agenda Item
Please place the above item on the next Plan Council agenda.
Proposed street names are checked for duplication through KENCOM and the Yorkville Post Office.KENCOM has
requested that no duplications be made to existing streets within the 911-dispatch area. This includes Aurora,
Montgomery, Oswego, Joliet,Plano, and Sandwich.
A determination should be made as to whether street names shall be checked for duplication to only those existing
within Bristol and Kendall townships, or the entire 911-dispatch area.
Thank you.