===== PDF PAGE 2 ===== [Extraction: embedded PDF text] Page 2 of 51 DRAFT MEETING MINUTES PLAN COMMISSION/ZONING BOARD OF APPEALS March 1, 2022 7:00 P.M. 1. Call to Order, Roll Call and Establishment of a Quorum Chairperson Laimins called the meeting to order at 7:00 p.m. Roll call found Chairperson Laimins, Commissioners Banasiak, Frantzen, Henkin, and Kasprak present. Commissioners Hale and Billingsley and ex-officio member Slattery were excused. With five members present, a quorum was established. Staff in attendance included City Planner John Sterrett and Director Tom Dabareiner. 2. Chairman’s Comments – None 3. Public Comment - None 4. Approval of the Draft Minutes of the February 15, 2022 Plan Commission Meeting Commissioner Frantzen made a motion, seconded by Commissioner Kasprak, to approve the February 15, 2022 Plan Commission meeting minutes as presented. With a voice vote of all “ayes” the motion carried and the draft minutes of the February 15, 2022 Plan Commission meeting were approved. 5. Public Hearing of Case PC 21-22 – Special Use Permit for Stotan Industrial LLC – 348 Charles Court Commissioner Banasiak made a motion, seconded by Commissioner Henkin, to enter into the public hearing. With a voice vote of all “ayes” the motion carried and the Plan Commission entered into the public hearing. Mr. Sterrett was duly sworn in. Mr. Sterrett stated that this is a request from Stotan Industrial LLC, for a special use permit to allow ancillary truck/trailer parking, considered outside storage, ancillary to the proposed permitted principal use of a 258,720 square foot cross-docked spec warehouse/distribution center at 348 Charles Court. The property is 16.68 acres, currently vacant, located in the Manufacturing District north of Washington Street, a quarter mile east of the Roosevelt Road/Washington Street Intersection. The truck/trailer parking will be located in the rear of the building near the wet property line, with 45 truck/trailer parking stalls proposed. The parking area will be paved with a hard surface and located in a manner to not obstruct parking or fire lanes. Evergreen landscaping is proposed along the south property line to screen the truck parking from view of Washington Street. The building will act as a screen for traffic along Charles Court. Existing and proposed trees along the west property line will screen the property from the rear. ===== PDF PAGE 3 ===== [Extraction: embedded PDF text] Page 3 of 51 This type of proposed parking is a common ancillary use for warehousing and distribution. Staff recommends that the Plan Commission pass a motion recommending approval of the special use permit and has prepared draft findings of fact for the Plan Commission to consider and adopt with their recommendation. Bobby Patterson from Stotan Industrial LLC was duly sworn in and provided a brief background on the project. There were no comments from the public. With no further testimony presented and all members of the public given the opportunity to review and comment on the petition, Commissioner Frantzen made a motion, seconded by Commissioner Kasprak, to close the public hearing. With a voice vote of all “ayes”, the motion carried and the public hearing was closed. 6. Review and Recommendation of Case PC 21-12 – Special Use Permit for Stotan Industrial LLC – 348 Charles Court The Plan Commission deliberated the proposal for Case PC 21-12. Commissioner Banasiak made a motion, seconded by Commissioner Henkin, to recommend approval of the Special Use Permit request for Stotan Industrial LLC for outside storage ancillary to a permitted principal use at 348 Charles Court with the conditions that: 1. The site shall be developed in substantial compliance with the following plans: a. Site Plan, consisting of one sheet (Sheet A1.0) prepared by Harris Architects, with a final revision date of February 11, 2022, attached as Exhibit “D”. b. Landscape Plan, consisting of one sheet (Sheet L1.0) prepared by Wingren Landscape, dated November 29, 2021 with a final revision date of January 12, 2022, attached as Exhibit “E”. c. Building Elevations, consisting of one sheet (Sheet A2.0) prepare by Harris Architects, Inc. with a final revision date of February 11, 2022, attached as Exhibit “F”. 2. Outside storage shall be for trucks and trailers only and shall not include any equipment, machinery, or materials. 3. All truck and trailer parking shall be confined within the designated truck parking stalls as shown on the Site Plan, attached as Exhibit “D”. And that the following Findings of Fact be incorporated into this recommendation: (1) Is necessary for the public convenience at that location or, the case of existing nonconforming uses, a special use permit will make the use more compatible with its surroundings: The proposed warehouse/distribution facility with ancillary outside truck/trailer parking is best suited for an industrial area such as the subject property. The subject property is located within one of the City’s approved industrial parks with industrial uses surrounding it. The property to the west will be affected the most by the proposed special use and contains a much more intense use – an asphalt paving plant. The proposed use of warehousing/distribution with ancillary truck/trailer parking will be consistent with the uses on surrounding properties and will complement the Washington Street industrial corridor. Plan Commission/Zoning Board of Appeals March 1, 2022 Page 2 of 4 ===== PDF PAGE 4 ===== [Extraction: embedded PDF text] Page 4 of 51 (2) Is so designed, located and proposed to be operated that the public health, safety and welfare will be protected: The proposed use of the subject property will not adversely impact the public health, safety and welfare of the community. It is consistent with the surrounding properties and will be designed to enhance the aesthetics of the North Industrial Park. The property will be developed in conformance with all City Codes and Ordinances including the Zoning Code, the DuPage County Stormwater Ordinance, and all applicable utility codes. (3) Will not cause substantial injury to the value of other property in the neighborhood in which it is located: The proposed ancillary truck/trailer parking will not cause substantial injury to the value of other property in the area in which it is located. The proposed use will be compatible with the other properties in the industrial area. The ancillary use of truck/trailer parking is a common function of a warehouse/distribution facility and will be consistent with other similar uses. (4) The proposed special use is designated by this code as a listed special use in the zoning district in which the property in question is located: The proposed use of outside storage for ancillary truck/trailer parking to the permitted use of warehouse/distribution is a special use per Section 11.4-2(T) of the Zoning Code. A roll call vote found Commissioners Banasiak, Henkin, Frantzen, and Kasprak, and Chairperson Laimins voting “aye” with no one voting “no”. With a roll call vote of five (5) “ayes” and zero (0) “noes” the motion carried. 7. Public Hearing of Case PC 22-05 – Amendment to the Comprehensive Plan and Future Land Use Map Commissioner Kasprak made a motion, seconded by Commissioner Frantzen, to enter into the public hearing. With a voice vote of all “ayes” the motion carried and the Plan Commission entered into the public hearing. Mr. Sterrett was duly sworn in. Mr. Sterrett stated that minor corrections need to be made in the Future Land Use map following the recent City Council approval. An amendment is required to make these corrections rather than staff being able to make the corrections administratively. Attorney John Foran was duly sworn in and thanked staff for making changes that affected his client’s property. The Commission briefly discussed the changes including keeping track of the changes moving forward. With no further testimony presented and all members of the public given the opportunity to review and comment on the amendment, Commissioner Kasprak made a motion, seconded by Commissioner Frantzen, to close the public hearing. With a voice vote of all “ayes”, the motion carried and the public hearing was closed. Plan Commission/Zoning Board of Appeals March 1, 2022 Page 3 of 4 ===== PDF PAGE 5 ===== [Extraction: embedded PDF text] Page 5 of 51 8. Review and Recommendation of Case PC 22-05 – Amendment to the Comprehensive Plan and Future Land Use Map The Commission deliberated the proposed amendment. Commissioner Frantzen made a motion, seconded by Commissioner Henkin, to recommend approval of the proposed amendment to the Comprehensive Plan. A roll call vote found Commissioners Frantzen, Henkin, Banasiak, and Kasprak, and Chairperson Laimins voting “aye” with no one voting “no”. With a roll call vote of five (5) “ayes” and zero (0) “noes” the motion carried. 9. Other Business Mr. Sterrett stated the 2022 Official Zoning Map needs to be adopted, per State statutes. Commissioner Kasprak made a motion, seconded by Commissioner Frantzen, to recommend approval of the 2022 Official Zoning Map. A roll call vote found Commissioners Kasprak, Frantzen, Banasiak, Henkin, and Chairperson Laimins voting “aye” with no one voting “no”. With a roll call vote of five (5) “ayes” and zero (0) “noes” the motion carried. Mr. Dabareiner provided information to the Commission on the importance of weighing findings of fact when reviewing petitions. 10. Adjournment Commissioner Frantzen made a motion, seconded by Commissioner Banasiak to adjourn the meeting. With a voice vote of all “ayes”, the motion carried and the Plan Commission, at 7:39 p.m., adjourned. Respectfully Submitted, John Sterrett, City Planner Plan Commission/Zoning Board of Appeals March 1, 2022 Page 4 of 4 ===== PDF PAGE 6 ===== [Extraction: embedded PDF text] Page 6 of 51 DEPARTMENT OF. COMMUNITY DEVELOPMENT TOM DABAREINER, AICP (630) 293-2200 DIRECTOR FAX (630) 293-1257 www.westchicago.org MEMORANDUM TO: Plan Commission/Zoning Board of Appeals FROM: John Sterrett, City Planner DATE: March 10, 2022 RE: Case PC 21-12 - The Preserve at West Branch – Pulte Home Company, LLC The public hearing for Case PC 21-12 – The Preserve at West Branch, proposed by Pulte Home Company, LLC, resumed on February 1, 2022. At the hearing, all written public comments received before the hearing were read aloud and all members of the public were given an additional opportunity to speak. At the conclusion of the public commentary, the Plan Commission began to ask questions of both the petitioner and staff. Due to time constraints, the hearing was continued to February 15, 2022. At the February 15, 2022 Plan Commission meeting, the Commission continued the hearing to March 15, 2022 at the request of Pulte to make revisions to their plans. Revisions to the plans have been reviewed and found to have eliminated the concerns previously raised by staff and therefore staff’s recommendation is for approval of the proposed development. Pulte has eliminated the variation request to increase the maximum lot coverage from 40% to 49% for 55 lots and the variation request to reduce the interior side yard setback from 10% of the lot width to a flat 7.5 feet for 29 corner lots. The proposed park site has been increased to 5.08 acres, after having been previously reduced from 5.07 acres to 4.94 acres. Outlots F and K, which staff had raised concerns with given their small size, have been eliminated completely. Public Works comments related to the proposed utilities have been addressed and found to be acceptable. Staff has revised the original staff report and findings of fact from the December 16, 2021 meeting to reflect these changes. The revised staff report, findings of fact, and plans are attached. At the March 15, 2022 Plan Commission meeting, the Commission must vote to reopen the public hearing. The public hearing will start with the Chair reading into the record any written comments received since the February 1st meeting. The Chair will then ask if any member of the Plan Commission has questions of the petitioner or staff. At the conclusion of Plan Commission questions, the petitioner will be afforded the opportunity to provide closing remarks. Once these tasks have been performed, the Commission must vote to close the public hearing. No additional testimony will be accepted, and no further questions, other than of procedure will be allowed. The Plan Commission will deliberate on the petitioner’s application, and vote on a recommendation to the City’s Development Committee. Should you have any questions, please feel free to contact John Sterrett, City Planner, at 630-293-2200, extension 158, or by email at jsterrett@westchicago.org. ### ===== PDF PAGE 7 ===== [Extraction: embedded PDF text] Page 7 of 51 City of West Chicago Community Development Department Report for the Plan Commission/Zoning Board of Appeals March 15, 2022 Case: PC 21-12 Petitioner: Pulte Home Company, LLC Owner: St. Andrew’s Golf and Country Club, Inc. Location: South side of Smith Road, between Klein Road and Illinois Route 59 Zoning: R-3 Single-Family Residence District Existing Use: Farmland Comp Plan: Single-Family Residential Requests: A Preliminary Planned Unit Development (PUD), in accordance with Article XV of the Zoning Code, and a Preliminary Plat of Subdivision, in accordance with Article XI of the Subdivision Regulations Code, with deviation requests from the Subdivision Regulations Code. Summary: The proposed development of the site as a single-family detached residential subdivision is consistent with the Future Land Use map within the Comprehensive Plan, which calls for single-family residential. Furthermore, the requirements contained within the previously approved Annexation Agreement for the property have been satisfied. The petitioner has revised its original proposal for development of the site in response to staff concerns relative to requests for variation from the zoning code. The proposal as revised does not require any variations to side yard setback or increases to maximum lot coverage as previously requested. Recommendation: Staff recommends the Plan Commission pass a motion recommending APPROVAL of the revised proposed Preliminary PUD, and Preliminary Plat of Subdivision with deviations from the Subdivision Regulations Code. Public Notice. All public notice requirements were completed including a notice of public hearing published in the Daily Herald on Monday, November 24, 2021, notification to all property owners within 250 feet of the subject property, and placement of hearing signs on the property visible from Smith Road and Klein Road. The public hearing was opened on December 15, 2021, and was continued on January 4, 2022, February 1, 2022, and February 15, 2022. Adjacent Property Zoning and Land Use Information Location Adjacent Zoning Adjacent Land Use 2006 Comprehensive Plan North R-2 Single-Family Res. Single-Family Res. Unincorporated (Uninc.) (Mallard Meadows and Smythe Settlement) South R-2 Single Family Res. Single-Family Res. Single-Family Residential; R-3 Single Family Res. (Meadowwood); Regional Open Space St. Andrew’s Golf Club East R-2 Single Family Res. Single-Family Res. Single-Family Residential (Uninc.); (St. Andrew’s Trace); R-3 Single-Family Res. DuPage Co. Forest ===== PDF PAGE 8 ===== [Extraction: embedded PDF text] Page 8 of 51 PC 21-12 The Preserve at West Branch March 15, 2021 Preserve West R-2 Single-Family Res. Single-Family Res. Single-Family Residential (Uninc.) (St. Andrew’s Estates and St. Andrew’s Hills) Existing Conditions. The subject property contains 111.90 acres of vacant farmland located on the south side of Smith Road between Illinois Route 59 and Klein Road, immediately north of the St. Andrew’s Golf Course, located in the R-3 Single-Family Residence District. Proposal. The petitioner is proposing a phased single-family detached residential development with 266 homes. The development will have two entrances with an entrance off Smith Road and Klein Road. The development will contain a 5.08-acre park site, four stormwater management facilities. The petitioner is proposing three different styles of homes within the development, each with various elevations. Annexation Agreement The City Council approved an amended Annexation Agreement for the property in 2008 with St. Andrew’s Golf and Country Club, Inc. (“Agreement”). The Agreement requires a residential PUD be sought for future development of the property. Further, the Agreement requires that future lots immediately adjoining existing residential be no less than 12,000 square feet with a maximum height of no more than 36 feet. In exchange for this requirement, a density credit is provided to the remaining portion of the property to offset the loss of lots. Several public comments made during the hearing on December 15, 2021 and February 1, 2022 claim that there is an obligation by the annexation agreement that an 18-hole golf course be constructed within the proposed development. This, however, is false and the Commission should disregard this repeated comment since no requirement for such a golf course exists in the Agreement. Density. The proposed development meets the density requirements of the R-3 Single-Family Residence District. The proposal contains 266 lots, or 2.39 dwelling units per acre. If not for the requirement to provide 12,000 square foot lots immediately adjoining existing residential, the current layout would allow 270- 9,000 square foot lots, including 48 lots immediately adjoining existing residential. Instead, a maximum of 36 lots are permitted immediately adjoining existing residential, resulting in a loss of 12 lots. As previously mentioned, these 12 lots may be incorporated into the balance of the property through the density credit provided in the Agreement. As a result of the requirement to provide 12,000 square foot lots immediately adjoining existing residential, the petitioner is granted a density credit to offset the loss of lots. The density credit in the Agreement allows the 12 lost lots to be incorporated into the balance of the development. This results in 143 lots containing an area less than the minimum required 9,000 square feet. Subdivision Deviations. The petitioner is requesting two deviations from the Subdivision Regulations Code, including: • Reduction of the minimum utility easement width from 20 feet to 10 feet; and • Reduction of the minimum centerline radius from 250 feet to 90 feet in two areas. 2 ===== PDF PAGE 9 ===== [Extraction: embedded PDF text] Page 9 of 51 PC 21-12 The Preserve at West Branch March 15, 2021 Staff is comfortable with the deviation request for the reduction in easement width because no easement less than 20 feet will contain both sanitary and water main, which requires a 10-foot separation between them. The petitioner has indicated, and staff concurs, that the topography of the site in certain areas creates difficulty to comply with the minimum centerline radius and staff has no objection to this request provided that parking is prohibited, with signage, at these turns. Park Site. A 5.08-acre park site is proposed near the center of the development. The park site will be dedicated to, and maintained by, the West Chicago Park District. The Subdivision Regulations Code requires a 10- acre park site per 1,000 population, which in this case would require a park of not less than 8.94 acres. The West Chicago Park District, however, has accepted the proposed size with a fee-in-lieu of the additional 3.86 acres of required park site. Staff has no objections to this arrangement. Traffic Impact. The petitioner is proposing full access off Smith Road across from Trinity Lane, the entrance to the Smyth Settlement development, and full access off Klein Road north of the Meadowwood development. The petitioner’s Traffic Impact Study, prepared by KLOA, indicates that auxiliary turn lanes will not be necessary for either entrance on Smith Road or Klein Road. The study suggests the 30 mph speed limit zone on Klein Road be extended further south approximately 2,000 feet to provide adequate stopping sight distance to the north and south of the proposed access. Please see the attached summary of the study’s findings. Natural Features. No floodplain or wetlands are present on the subject property. The Land Use Opinion of the site prepared by the Kane-DuPage Soil and Water Conservation District indicates that the site is within a low level protection category for farmland. The Illinois Department of Natural Resources (IDNR) has indicated the Yellow-Headed Blackbird is a protected resource within the vicinity of the property. IDNR has determined, however, adverse effects from the proposed development are unlikely. Architectural Elevations The petitioner is proposing three (3) different styles of homes, each with multiple elevation options. The petitioner has provided a total of 66 different elevations containing brick veneer with siding. Information was submitted indicating that the housing will be varied throughout the development. Utilities and Stormwater. Due to the topography of the site, a lift station will be required for the sanitary utilities. The lift station and all sanitary sewer within the development will be owned and maintained by the Homeowners’ Association and will not be maintained by the City. The City’s Public Works Department has no additional comments on the utility design. The submitted engineering plans and Stormwater Management report demonstrate that proposed stormwater design complies with the DuPage County Stormwater Ordinance. Planned Unit Development Findings of Fact As stated under Section 15.8 of the Zoning Code, the Zoning Board of Appeals shall set forth to the City Council the reason for the recommendation, and said recommendation shall set forth with particularity in what respects the proposal would be in the public interest, including, but not limited to, findings of fact on the following: 3 ===== PDF PAGE 10 ===== [Extraction: embedded PDF text] Page 10 of 51 PC 21-12 The Preserve at West Branch March 15, 2021 (A) In what respects the proposed plan is consistent with the comprehensive plan and the stated purpose and intent of the planned unit development regulations. The proposed plan for a single-family detached residential development with a density of 2.39 dwelling units per acre is consistent with the City’s Comprehensive Plan which indicates this area as single-family residential. Furthermore, the Annexation Agreement contemplates the development of the property as single-family residential within the R-3 District. Staff is of the opinion the petitioner has satisfied this finding. (B) The extent to which the proposed plan meets the requirements and standards of the planned unit development regulations. The property is subject to an Annexation Agreement which requires that all lots adjacent to existing residential contain an area of at least 12,000 square feet and will have a height of no more than 36 feet. The petitioner has demonstrated that both of these requirements are satisfied. Furthermore, the property is subject to a density credit to offset the loss of lots resulting from the 12,000 square foot requirement. The petitioner is providing no more lots on the property than what would be allowed if not for the 12,000 square foot lot requirement. No variations from the Zoning Code are necessary for the proposal. Staff is of the opinion the petitioner has satisfied this finding. (C) The extent to which the proposed plan departs from the zoning and subdivision regulations otherwise applicable to the subject property including, but not limited to, the density, dimension, area, bulk and use and the reasons why such departures are deemed to be in the public interest. The property is part of a previously approved Annexation Agreement which requires any lots immediately adjoining existing residential to be at least 12,000 square feet in area. This requirement creates the loss of 12 lots that could be created if not for this 12,000 square foot requirement. The Annexation Agreement allows for a density credit so that the 12 lots that are lost due to the requirement may be incorporated within the balance of the development. The lots in the balance of the property are reduced in size to include these 12 lots. The topography of the site in certain areas creates difficulty to comply with the minimum centerline radius of 250 feet. The reduced minimum centerline radii in two areas of the development are acceptable provided that parking is prohibited, with signage, at these turns. The deviation request for the reduction in easement width will not have a detrimental impact on the subject property nor the surrounding areas because no easement less than 20 feet will contain both sanitary and water main, which requires a 10-foot separation between them. Staff is of the opinion the petitioner has satisfied this finding. (D) The method by which the proposed plan makes adequate provision for public services, provides adequate control over vehicular traffic, provides for and protects designated common open space and furthers the amenities of light and air, recreation and visual enjoyment. The proposed plan will provide a 5.08 acre park site, constructed by the petitioner, to be owned and maintained by the West Chicago Park District for enjoyment by residents. The petitioner is also providing the required 12,000 square foot lots on the perimeter of the site adjacent to existing residential areas. Furthermore, the maximum heights of homes adjacent to existing residential areas, per the Annexation Agreement, will not exceed 36 feet. The petitioner has provided a traffic study, reviewed by the City’s traffic engineer consultant, demonstrating that the additional traffic generated by the development will not have a significant impact on the surrounding roadways or intersections. The petitioner’s stormwater management report and plans, reviewed by the City’s engineering staff, 4 ===== PDF PAGE 11 ===== [Extraction: embedded PDF text] Page 11 of 51 PC 21-12 The Preserve at West Branch March 15, 2021 indicate compliance with the DuPage County Stormwater Ordinance. Staff is of the opinion the petitioner has satisfied this finding. (E) The relationship and compatibility of the proposed plan to the adjacent properties and neighborhood. The proposal of single-family detached residential is consistent with the surrounding properties, which are also single-family detached residential. The proposal includes all lots immediately adjoining existing residential to be at least 12,000 square feet, which is consistent with the minimum lot size of the R-2 district adjacent to the property. Staff is of the opinion the petitioner has satisfied this finding. (F) The desirability of the proposed plan as regards physical development, tax base and economic well-being of the city. When the property was annexed to the City it was anticipated that the property would be developed as an R-3 single-family detached residential development. The proposed use of the property as a residential development is consistent with the previously approved Agreement. The property, as a single-family residential development, will support the tax base of the City and improve the economic well-being of the City. Staff is of the opinion the petitioner has satisfied this finding. Exhibits. Exhibit A – Location Map Exhibit G – Preliminary Landscape Plan Exhibit B – Zoning Map Exhibit H – Housing Layout Plans Exhibit C – Aerial Photo Exhibit I – Traffic Study Conclusions Exhibit D – ALTA Survey Exhibit J – Land Use Opinion Summary Exhibit E – Preliminary Plat of Subdivision Exhibit K – IDNR Consultation Termination Exhibit F – Preliminary Engineering 5 ===== PDF PAGE 12 ===== [Extraction: embedded PDF text] Page 12 of 51 AM ST CLUB 59 LN ASHBURN WAY AY COUNTRY NO LN ROUTE ILL W IL TURNM EAT COT RD WES KLEIN ST THOMAS WAY CHATHAM RD CT LN SMITH COT RD KLEIN DEAN CT WES CAMBRIDGE LN DR 59 TRINITY ROUTE DR IL LN CANTERBURY ST CEA TR JAMES WS RD WAY SMITH RE ND STA HILL CT SMITHRD LN LN ORD RF TRACE WS WATE PEPPER CT RD RE ND A KLEIN ST DR DR 59 AT RAL ROUTE AUGUS DO IL ST ANDR EW S LN CT DR VIEW ALDOR GOLF WHITNEY RD BLVD RD NELTNOR KLEIN TANAGER LN TRL BOB ELN CTBUNTING BLVD SANDPIPER WHIT NELTNOR PARTRIDGE DR RD DR KLEIN MEADOWLAK BEECH ST CT LN CHICKADEE ER FLOW LN WILD BLVD RD OAK KNOLL RD KNOLL NELTNOR KLEIN HICKORY SH EXHIBIT "A" - LOCATION MAP ´ 1 inch = 833 feet ===== PDF PAGE 13 ===== [Extraction: embedded PDF text] Page 13 of 51 AM ST CLUB 59 LN ASHBURN WAY AY COUNTRY NO LN ROUTE ILL W IL TURNM EAT COT RD WES KLEIN ST THOMAS WAY CHATHAM RD CT LN SMITH COT RD KLEIN DEAN CT WES CAMBRIDGE LN DR 59 TRINITY ROUTE DR IL LN CANTERBURY ST CEA TR JAMES WS RD WAY SMITH RE ND STA HILL CT SMITHRD LN LN ORD RF TRACE WS WATE PEPPER CT RD RE ND A KLEIN ST DR DR 59 AT RAL ROUTE AUGUS DO IL ST ANDR EW S LN CT DR VIEW ALDOR GOLF WHITNEY RD BLVD RD NELTNOR KLEIN TANAGER LN TRL BOB ELN CTBUNTING BLVD SANDPIPER WHIT NELTNOR PARTRIDGE DR RD DR KLEIN MEADOWLAK BEECH ST CT LN CHICKADEE ER FLOW LN WILD BLVD RD OAK KNOLL RD KNOLL NELTNOR KLEIN HICKORY SH EXHIBIT "B" - ZONING MAP ´ 1 inch = 833 feet ===== PDF PAGE 14 ===== [Extraction: embedded PDF text] Page 14 of 51 S R W RE WAY SMITH ND A T S RD LN LN SMITH RD O RF TRACE E T A WS W RE D N A T S DR L RA DO DR AL DOR TRL SANDPIPER EXHIBIT "C" - AERIAL PHOTO (1 of 2) ´ 1 inch = 417 feet ===== PDF PAGE 15 ===== [Extraction: embedded PDF text] Page 15 of 51 RE RD D N A T KLEIN S RD KLEIN TANAGER LN TRL B O BWHITE L N BUNTINGCT SANDPIPER EXHIBIT "C" - AERIAL PHOTO (2 of 2) ´ 1 inch = 333 feet ===== PDF PAGE 16 ===== [Extraction: OCR (rendered-page OCR)] Page 16 of 51 Exhibit "D" sme LOCATION VICINITY MAP A.L.T.A./N.S.P.S. LAND TITLE SURVEY SMITH RD. & KLEIN RD., WEST CHICAGO, IL PART OF ST. ANDREWS GOLF & COUNTRY CLUB PROPERTY aesoe7re9000 OVERALL BOUNDARY INFORMATION SHEET 1 OF 4 ‘SHEET INDEX’ gneet SHEP By PARCEL 1 oa Cozaar 2008S Be oreroo Een) a aR a) ks Hd Nut ke Parcet 2 False Fa Bs 8 Bs i; as a He co ae" J PARCEL 3 aan v CEMCON, Ltd. ===== PDF PAGE 17 ===== [Extraction: OCR (rendered-page OCR)] catuinase ss300¥ ON 2) Page 17 of 51 ===== PDF PAGE 18 ===== [Extraction: OCR (rendered-page OCR)] Page 18 of 51 MATCHLINE, \ wa MATCHLINE “WATCHLINE ===== PDF PAGE 19 ===== [Extraction: OCR (rendered-page OCR)] ALuae0us 193°aNS NO aanw3s80. SONNE ‘ON Teves + 0 + LHS PaRcen 2 NO BUILDINGS OBSERVED (ON SUBJECT PROPERTY CURRENT USE AGRICULTURE MATCHLINE Page 19 of 51 ===== PDF PAGE 20 ===== [Extraction: OCR (rendered-page OCR)] ee eae PRELIMINARY SUBDIVISION PLAT AND P.U.D. —_—- NGS_MONUMENT WC65 (PID DKSI74): THE STATION IS LOCATED SSto et SOUTH OF THE CENTERUNE OF DIVENSeY PARKWAY, 81.58 FT EAST OF THE CENTERLINE OF ROUTE 89, ANDO FT FOR NORTH OF THE CENTERLINE OF THE CONCRETE PATH (PART OF THE ILUNOSS PRAIRIE PATH) ON A BRIDGE OVER ROUTE 59, THE MONUMENT 1S A 3 INCH BRASS DIS SET FLUSH WITH THE CONCRETE BRIDGE PATH AND IS FERROMAGNETIC. NOTE! THE isk 1 NOT STAMPED. ELEVATION 613.45 NAVOSE coutma. pawns: a LEGAL DESCRIPTION (P#20 SET "s" IN THE SOUTHWEST CORNER OF THE BEING A PART OF THE WEST 1/2 OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9, TRANSCORMER PAD LOCATED, ON THE NORTH SIDE OF ulm EAST OF THE THIRD PRINCIPAL MERIDIAN, IN DUPAGE COUNTY, ILLINOIS ROAD FOR THE" PROPERTY LOOMTED AP ANGBO ST. Gales WAY. _AGNO IRON ope Pen UO NORTHING: "191961505, 8 Snoswaans 40 3N711S¥3 BHU AB GSINaAMNON SY CZ P4214: SET "+" IN THE CONCRETE SIDEWALK LOCATED AT {WE'SOUTHWEST CORNER OF MEADOWLARK. DRIVE AND KLEIN \ ROAD. SMYTHE SETTLEMENT PHASE 1 NoRTHNG; 191667913, at EASING. 102370143 PER DOC. RO7—51339 ELEVATION, © 779.40 Navoae TOTAL AREA OF IVISK 111.90 ACRES. PROJECT N LOCATION (MORE OR LESS) I Sus te ae 4 DUPAGE COUNTY R-2 ‘SINGLE FAMILY FOUND MONUMENT PER MON. Rac PARCEL INDEX NUMBER ‘0122-30106 01-22-301-028 ‘SW, COR, BRANICAR'S 01-22-301-029, WAYNE CENTER UNIT (01-22-301-032 No. 3 01-22-400-016 DUPAGE COUNTY, ILUNOIS ———— OUTLOT B ‘STORMWATER MANAGMENT ‘E00 SECTION UNE BETWEEN 1/4 CORNER ae SW. CORNER OF 0. 22 15 1.8 W. OUTLOT A ‘STORMWATER MANAGMENT PACU SE Daw LOCATION MAP TOTAL AREA. 1.90 AC. 100.00% SEALE: = 2000) Ex1ST ING 20M No a3 51 PROPOSED ZONING 3 PUD ABBREVIATIONS LINE LEGEND RleiN Roab © 49° DEDICATION 6:03 ae! on « oo ow ‘SION BOUNDARY LINE 2 NORTH - Serie Lin 2 Sourn 2 East /eROPERTY Li ~ EAST ——§$ - tet timevonorenry Line 2 NORTHWEST Doocwent Ff EXISTING CORPORATE LIMITS OF oper the city oF west CHICAGO Dare LeNoTH Heovy Deshed Line] 1D pabius DO RIGHT oF way —— — - suitoine wine DACRE {Long Deshed Lines) 2 Souare FeeT D aurcoing seraack wine | [-----—- EASEMENT LINE/LIMITS OF EASEMENT [DWELLING UNITS PER ACRE (Short Dashed Lines) o eack oF cURe ie * Back To Back shed L [ eDse To Ee 2 EASEMENT a “Ov areL 6-04-22 "935 40 9/1 MS 3HL 40 3NT “3 3H NOSWORNS Sova SHINONY IS 40.3NT|3 fn (aesrer (eusvel {3 STORWATER/WETLAND PRESERVATION/COMMON AREA 23s acs ata Pare Site 3108 AC 48 2082 RESIOENTIAL UNITS ~< | —| // MEADOWS (98° x 132" LOTS) vr Iw ss09e00-S minimum Lor size 1.293 $6 = Anes 9NS FRONT vara seTaAcK 30 FT (COMMER SIDE. YARD. SETBACK. 30 Fr. (Ntesion soe yaro seTeack tox oF Lor WIDTH REAR ARO. SETBACK. 30FT z-¥ INOS 30¥ana Zess0i-se4 “000 34 NoIsUIdRrS 30VaL SMBNONY “1S 30 9/1 ESTATES (75° x 130" LOTS) ° 2 SECTION minimum Lor s12€ 9,780 8.6 Pog. AVERAGE Lor S12 Ws8e SF PARCEL 2 Muciweat LOF $12 trier SF ee a aes uate SE, COR. St] ©» "ANDREWS DRA TRACE. SUB, FRONT vaRo_seTaAck 30 Fr ° ow CORNER SIDE. YARD. SETBACK. 30 Fr U.D. = PLANNED UNIT DEVELOPMENT (Nresion soe varo seTeAck lox oF Lor WiOTH REAR ARO. SETBACK 30FT —--- - section Line tripte Deshed Lines} ‘SNOSWOENS 30 BAN 1Sva SH ‘XB O3INSAANON S¥ Zz "035 ons HL 30 Sn Ie SECTION CORNER OR QUARTER SECTION Conner (E8092 uzes9z 3 .50,9Z.00 N e537 30" 934.83" (935.05) 5. 366.10) Exhibit "E" on ‘sine OF ST, ANDREWS: Teac sueDSON OUTLOT PARK SITE rp 9E010 NOTES 94493 | 92 30 1. ADDITONAL P.U. & O.E, EASEMENTS MAY BE REQUIRED ON FINAL PLATS BASED ON UTLITY SIZE ‘AND LOCATIONS FROM FINAL ENGINEERING. DIMENSIONS SHOWN ALONG CURVED LINES ARE ARC DISTANCES, & 5 9 avou 2 8 Ed ALL RIGHT-OF-WAYS ARE TO BE PUBLIC DEDICATIONS. SaLVIS3 SAGUONY IS 10028 “900 aaa 1. ToraL uNiTs 286 GROSS DENSITY 2.38 uae kc Lor area! ord AG se'ezzt ALL STREETS, UMLUTY PIPES AND MAINS SHALL B€ PUBLICLY OWNED AND MANTAINED. AIS ONS 2-4 OOVDIKD 183M 2 3 ‘ 5 ALL EASEMENTS DEPICTED ON THIS PLAT WILL BE GRANTED ON THE FINAL SUBDIVISION PLATS (UNLESS OTHERWISE NOTED) 6, ALL EASEMENTS ON THE PLAT MAP ARE FOR PUBLIC UTIUTIES ANO ORANAGE PURPOSES: (UNLESS OTHERWISE NOTED) 52.0% 6-07-22 035 30 9/1 MS IHL (es'6zzi_3 .s1,72.00 N) M .50,¥2.00 S 30.3NT 3 3AL HLM TTIW Fora ‘a3qiIGENENN| zsued $e0™106~22—i0 Nd 3 8 3 : g AD 8 S/ay 67 3S s 2. STORMWATER MANAGEMENT EASENENTS WL BE GRANTED ON THE FNAL SUSDIVSON PLATS ‘S D> ounore gczenoy Gatess Omenuse NOTED STORMWATER eos uneurageD i €. STORMWATER STORAGE VOLUMES TO BE PROWDED AND_THE DESIGN OF STORMWATER MANAGEMENT FF PERF '‘Z MANAGER Berio ro ean ain e005 Fee ee Ea oe eat eee > PORES mene oo REQUREWENTS. In 7 3) ounor H —ounoto 3 ‘sy (WOT INeLUDED) Row, 9. EASEMENTS TO 8 PROVIDED PER CITY, COUNTY AND UTIUTY COMPANY REQUIREMENTS. pour i 3 ‘SECTION UNE BETWEEN 1/4 CORNER ar SW. CORNER OF ‘SEC. 22 18 05" W. s 8 y rs 3 2 ) 89 : a a & i SF 6-09. e Oy, s/ é < ; “gi PaE 10 fp moa cons ors vues, SETS my Sewn ere 1 Me UNE 100° NuY oF & paraLLer || [33° W/S. UNE SEC. 22-40-9 33) 11, ALL ROM, DEPICTED ON THIS PLAT WILL BE GRANTED ON THE FINAL SUBDIVISION PLATS (UNLESS ‘OTHERWISE NOTED) so ceocaton, | 12, THE MEASURED BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SUEVECT PROPERTY BEING N 0079'49" € (ASSUMED), a ---— | 1s: aun ounots 10 8¢ oMmeD AND MANTANED BY THE HOMEONVER'S ASSOCIATION ye0he2" Bie “fete t 8 PREPARED BY: CEMCON, Ltd. Consulting Engineers, Lond Surveyors & Planners 2280 White Oak Circe, Suite 100 is 60502-9675 PARALLEL W/S. UNE SW. 1/4 SEC, 22-40-9 >} 6 44 366.17. ‘S. UNE_OF THE Sw. 1/4 PAN, 01-22 301-026 na Ley a OF SEC. 22-40-9 59120 _ 1561.08") ean FOUND MONUMENT ‘w_1se1.09) | oP = B HL 40 an 3 22 “938 20 Z/t 3H Fun Teva > Ps STH sNawoNy 1s 3 EXCEPTION PARCEL 1 ' ‘uNsuBpIVDED ‘salViS3 SHSMONY “1S 40 SN 20 NOSNENG AAS mo youn Tan wx eee sen ae uncest’ ornekin se’ NOTED) LUNSUBDIVIOED 7 gOS oy ccasomoee sony sous oopuace ‘OWNER: ST. ANDREWS “SUBOIMSION UNI ° EMD SOON galt 2 a Sat Boone ‘Neh! se LeuSeR po ee ae eT hae Pare & 5 an : weg gneaga a8 vest cago Res fac "> vest cHckGo R-S SNOLE FAMRY itor! SINGLE FAMILY cowiss oF exssuer tH 1 Fano on pee exceapey FoR PeUSE MoBcemcon.com Webs waw.cemeon.com | | sice vor vine 0 DISC NO: 402078 FILE NAME: PREV Resrooass PULTE HOME COMPANY, LLC DRAWN BY: LAL FLD. BK. / PG. NO.: BK./PG. £07/6~10 e Lor Line—ef L-_ = prow 42" Wise LOT DIMENSIONS, DEDICATION, BUILDING 1900 E. GOLF ROAD, SUITE 300 COULETON DATE: o72icat’ Job Now sop 78 oo puace LINE & LAND AREAS ARE APPROXIMATIONS " “50173 Seer. toro PRORCT MANGER + Cha comes heli ozo ROAD E COULD VARY SLIGHTLY AT TIME OF FINAL SCHAUMBURG, IL oe cman oi ne a era TYPICAL DETAIL OF PROPOSED EASEMENTS SUBDIVISION PLATTING. (847) 230-5400 + REVS HER EVRY CNET OE 2 ee a Gaerne A Revage UANG iah Rash SN (NO SCALE) PREPLAT Ceoxrght © 2021 Comcon Lt. All rohit Sees EET) Page 20 of 51 EXCEPTIONS TO PARCELS 2&3 Fax: 630.862.2199 ===== PDF PAGE 21 ===== [Extraction: OCR (rendered-page OCR)] 2623 La STORMWATER SE TRINITY LANE! PROPOSED LEFT TURN LANE TO BE CONSTRUCTED (SEE PRELIMINARY ENGINEERING PLAN FoR O€T 24 25 SMYTHE SETTLEMENT PHASE 1 PER DOC. RB7—51335 ‘PROPOSED MONUMENT SION LOCATION (GEE LANDSCAPE PLANS FOR DETAILS) MANAGMENT FACILITY PROPOSED MONUMENT SIGN LOCATION. (GEE LANDSCAPE PLANS FOR DETAILS) STORMWATER MANAGMENT, FACILITY PROPOSED 12 WDE ASPHALT DORVE FOR LIFT STATION. (GEE PRELIMINARY ENGINEERING BUN FOR DETAIL) 23 = fal sso = = Fs. | F 106 word. my 3] pve 107 rao ass v_avoE 88 109 Aor so os a ra Tavow TwOu oe = oo or EET) Te ET 158 fg 1 we SHEET 2 OF 5 PRELIMINARY SUBDIVISION PLAT AND P.U.D. FOR THE PRESERVE AT WEST BRANCH 2 2 = . 8040 SCALE, T= 80" Al SEE SHEET 3 zessol-sey ‘900 3d NOISINIGENS| 30vaL “SMZYONY “LS PREPARED FOR: PULTE HOME COMPANY, LLC 1900 E. GOLF ROAD, SUITE 300 SCHAUMBURG, IL 60173 (847) 230-5400 Page 21 of 51 PREPARED BY: CEMCON, Ltd. Consulting Engineers, Lond Surveyors & Planners 2280 White Oak Circle, Suite 100 is 60502-9675 Fax: 630.862.2199 Website: www.cemeon.com 402078 FILE NAME: PREOVR. DRAWN BY: LAL FLD. BK. / PG, NO.: &%/P6. £07/6-10 ‘COMPLETION DATE: 07-2 JOB NO: 402.078 raeense, 8 XREF ; TOPO PROJECT MANAGER : CRM REVSED GER Cano’ Euan HEVED BER CENT” Rees en CAND ah eh SN AL Rese Pek iV? dowmenTs DATED 3 202% ae Be PREPLAT Ceoxrght © 2021 Comcon Lt. All rohit Sees ===== PDF PAGE 22 ===== [Extraction: OCR (rendered-page OCR)] soo 219 rg Te 218 aa ae aber 249 Te m0 ou cos 26 cn SEE SHEET 2 op usoe| oss 7 IL 7, | Rs Sa oa ove oo poe oes 100 7 176 ar au Tad _ OVO" Ea Ta y8e0l0-100z4 “900 Yad S3LVLS3 SM3YGNY “LS OuTLOT ¢ PARK SITE SHEET 3 OF 5 PRELIMINARY SUBDIVISION PLAT AND P.U.D. FOR THE PRESERVE AT WEST BRANCH ® 28 wees. 80 400 20 ——= SCALE, T= 80" soo PUTT 91 sat se Br so 90 ls oe PIHASE| 2, PHASE 1 b LASHS 34S OUTLOT E STORMWATER MANAGMENT FACILITY Page 22 of 51 =a 5 F— — == EET) we PREPARED FOR, 402078 FLE NAME: PREOVR PULTE HOME COMPANY, LLC cae ates on atone / RS NOs alee vena 1900 E. GOLF ROAD, SUITE 300 eer Toro pnosger uaween cau SCHAUMBURG, IL 60173 (847) 230-5400 BE es ee ecouat Ceosrght © 2021 Comcon Ld All rohts Seedy ===== PDF PAGE 23 ===== [Extraction: OCR (rendered-page OCR)] + | SHEET 4 OF 5 — PRELIMINARY SUBDIVISION PLAT * AND P.U.D. FOR v J LOT-AREA TABLE THE PRESERVE AT WEST BRANCH it [sor [sis [orn] sa [es [toro] sor [nes [ arn. [sores : 7 7 70,937 | 0.25 7% | 9315 | 021 ter | 7,828 | 0.18 226 | 12,000 | 0.28 8 STORMWATER 2 | 7865 | 018 | 77 | 9242 | oz | 52 | 7329 | o17 | 227 | r2.1768 | 028, 7 3 | 7865 | ors | 7 froan | o2¢ | 153 | 728 | 018 | 228 | rates | 035 5 MANAGMENT 4 4 | 7965 | ots | 79 | 13400 | os | 154 | 7329 | 017 229. | 13.034 | 0.30 FACILITY 5 7,865 | 0.18 80 | 7,960 | 0.18 155 | 7,828 | 0.18 230 | 10,863 | 0.25 6 | 7365 | os | si | 7966 | o18 | 155 | 7640 | o18 | 231 | ase | org ay 1 7 7965 | 0.18 2 | 7957 | 018 157 | 7828 | 0.18 232 | 12,041 | 0.28 8 7,865, O18 83 7,976 0.18 158 7,293 | 0.17 233 9,750 | 0.22 t | Q 1114 0.26 84 7,981 0.18 159° | 10,296. 0.24 234 9,750 | 0.22 ell ; to | 1396 | 030 | 85 | 79m | o18 | 160 | 10193 | 023 | 235 | 9750 | o22 8 a x mn | 13061 | 0.30 86 | 7948 | 018 vet | 8532 | 0.20 236 | 9.750 | 0.22, sl SF. oA 12 | 13,378 | 0.31 87 | 7951 | 018 162 | 7,623 | 0.18 237 | 91750 | 0.22 13 | 1264 | 029 | se | 7939 | o18 | 163 | 7854 | o18 | 238 | 9.750 | 022 . 14 | 12012 | 028 | sa | 7947 | o18 | 164 | 7056 | 018 | 239 | 9750 | 022 ss ts |12023 | 028 | 90 i267 | 025 | tes | 754 | 018 | 240 | 9,750 oz 16 12,033 0.28 1 10,248, 0.24 166 7,854 | 0.18 24 9,750 | 0.22 . J 17 | 1204 | 028 | 92 |inges | 027 | ws7 | 7854 | o18 | 242 | 3,750 | 022 ° 30 8 18 frost | 026 | 83 ficrs | 025 | tee | rase | or | 263 | rvcs0 fas a L 20 | 12078 | 0.28 | 95 | 11030 | 0.25 | 170 | 10,339 | 024 245 | 7821 | os a 1 ¥ a 12,086 0.28 96 11,031 0.25 m1 8,869 | 0.20 246 8.316 | 0.19 ae 22 12,097 0.28 97 14,474 0.33 172 7,821 0.18 247 7,821 | 0.18 ! 23 | 12107 | 028 | 98 |iz'sss | 029 | 173 | 7a | or | 208 | Zan fore 3 4 12,828 0.29 99 10,562 0.24 174 7,481 O17 249 7,821 | 0.18 | wn 3 25 | 12087 | 028 | too | 10582 | 024 | 175 | o4si | 022 | 250 | asis [or jose, 2 | 12000 | 028 | ior | 10562 | o24¢ | 176 | 1546 | 027 | 251 | 7a | ore ae 27 | 13,880 | 0.32 102 | 10,562 | 0.24 177 | 9,750 | 0.22 252 | 7,821 | 0.18 at | so. 40 0 80 500" 28 | 12,274 | 0.28 103 | 10.562 | 0.26 178 | 9,750 | 0.22 253 | 7,821 | 018 —— | 29 | igor | 0.27 | 104 | 10562 | 0.24 | 179 | 12431 | 0.29 254 | 8316 | 0.19 SCALE: 1" = 80° L 30 | 10,825 | 0.25 105 | 12,566 | 0.29 180 | 9,809 | 0.23 255 | 7,821 | 0.18 | 32 ol. * 31 | 9.750 | 0.22 | 106 | 13437 | 031 wi | 14662 | 0.34 26 | 7821 | 018 50 SF. els | 2 9,750 0.22 107 8,757 0.20 182 | 11,991 0.28 257 7,821 | 0.18 i 33 9,750 0.22 108 8,375 0.19 183 8,627 | 0.20 258 10,252 | 0.24 | soo K 34 | 10635 | 024 | 109 | 8375 | o19 | 184 | 8627 | 020 | 259 | 222 | or 35/1123 | 026 | iio | 8375 | o19 | ts | 527 | 020 | 260 | 8225 foi 6 9,750 0.22 Mm 8,757 0.20 186 8627 | 0.20 261 8,222 | 0.19 33 o L 37 | 10393 | 024 | 2 | 8375 | o19 | 187 | 8628 | 020 262 | 8222 | 019 | BB 38 | ise7 | 027 | 3 | 8375 | o19 | 188 | 8628 | 020 | 263 | 222 | oro 3a | S424 | 022 | 4 | 8375 | o19 | 189 | 8627 | 020 | 264 | 223 | oro O00 | 40 | a3i¢ | oat | iis [12207 | 028 | 190 | soo | ors | 265 | 8222 fois rx 4 9,314 0.21 116 | 10,296 0.24 191 8,382 | 0.19 266 11,187 | 0.26 ! | 42 | 934 | oa | m7 | 7,293 | oi7 | 192 | gi | 020 | 43 9,507 0.22 NB 7,828 0.18 193 8322 | 0.19 | 34 a] + 44 |niseo | 027 | uo | 7640 | or8 | 194 | aso | ono | sr gl 4 | i975 | 018 | 120 | revs | ore | 195 | aise | oro | Wu . 45 | 7975 | 018 | ir | 7529 | 017 | 196 | 7975 | o18 | 80" E * 47 |sag21 | 034 | 122 | 728 | o1@ | 197 | 71975 | 018 ! WW E, 4a | 8600 | 020 | 123 | 7329 | o17 | 198 | 7975 | o18 | =F 49 | 7,975 | 018 124 | 7,828 | 0.18 199 | 7,975 | 0.18 | <= 9 L 50 | 7975 | o18 | 125 | 7329 | o17 | 200 | 71975 | o18 i x 51 | 7975 | a18 | 126 | 10393 | 024 | 201 | 7.975 | 018 | Os. . s2_| 7a75 | ats | 127 | 0393 | 024 | 202 | 7975 | ors y 53. | 7975 | 018 | 128 | 7329 ] 017 | 203 | 7975 | o18 4g OUTLOTE ,, ‘ st | aise | oto | 123 | Zaz | 018 | 208 | 7a75 | ore i nassee se 55 | as | 020 | 130 | 7329 | o17 | 205 | 13000 | 030 | [TT] 6.74 he 2 56 | a5t0 | 020 | 131 | 728 | o1@ | 206 | 10,405 | 0.24 | < sy | een | oa | 32 | faze | or | aor | sso | O20 lu / = 58 | 8770 | 020 | 133 | 728 | o18 | 208 | 9788 | 022 | oh sa | sso | 020 | 134 | 7640 | o1@ | 209 | inioz | 025 b no | 60 | 8352 | oto | 135 | 7328 | o18 | 210 | 1722 | 040 & * 61 | 8293 | 019 136 | 7.293 | 0.17 an | 13,292 | 0.31 e [pt = sbares.os | 62 | 8350 | o19 | 137 | 10296 | 024 | 212 | 12.000 | oz 63 | 7975 | 018 | 138 | 1029 | 026 | 23 | 121000 | 026 x 64 7,975 O18 139 7,293 017 214 | 12,000 0.28 65 | 7975 | 018 | 140 | 7828 | 018 | 215 | 12,000 | 028 | ounor a | 139,427 | 320 66 | 1382 | 026 | 141 | 7640 | o18 | 216 | 12.000 | 028 | ounors | 214,006 | 4.91 | a, 67 | 8547 | 020 | i42 | 7828 | 018 | 217 | 121000 | 028 | ounor c | 221460 | 508 68 8,548 0.20 143, 7,329 0.17 218 | 12,000 0.28 | OUTLOT D | 305,418 | 7.01 PG p4+01.66, 69 [13313 | 031 | t44 | 7828 | 018 | 219 | 12,000 | 028 | ounor € | 295526] 6.74 z , 70 | 9465 | 022 | 145 | 7329 | 017 | 220 | 12000 | 028 Jounorc | 3316 | o09 Leen r nm | 9623 | 0.22 | 146 | 7828 | o18 | 221 | 12,000 | 0.28 |ountor H | 12,450 | 0.29 x | mm | 9325 | 019 | iar | 7829 | 017 | 222 | 12,000 | 026 J ounor' | 27925 | 068 | > | 73 | 7959 | 018 148 | 10.393 | 0.24 223 | 12,000 | 0.28 | ounot J | 39,602 | 0.91 i | * 7m | 8150 | 019 149 | 10,393 | 0.24 224 | 12,000 | 0.28 4] 5 8,230 0.19 150 7,329 017 225 | 12,000 0.28 i O | 1 ef 41 | | | 145 seen see f sd a. H | oor Seater | ae i * 42 ° | 3 a3 SF. & ws 9) } ‘ || 43, 3 a 9,507 SF. o 7 #33" 52 STORMWATER ' | B| a) as = MANAGMENT ' 7 S| ° sla,tt | FACILITY | : q rg 2 Ea 3 4o'oepcanon | Fy : in aco —| a a 7a de ite eS SS eH © gq) a8 \C ee ee se — OAD _H s a EI nN g S T a 3 is ES _ — qo eee a OU TLO LP GORSL ST h ne e ee e jee ow g 4 a eae id OR-B/C im PREPARED FOR: 3 ol A TS] Al = sooeaze ME COMP ° — ] es | PULTE HOME COMPANY, LLC _— a. ree Fa 2 \\ Il as bead B leg = soaveres| 9OO E. GOLF ROAD, SUITE 300 ua 8 7 6 47 48 a 92 93 94 98 96 97 98 99 100 101 102 103 104 105 106 107 108 SCHAUMBURG, IL 60173 —_ i MEADOWWOOD SUBDIMISION UNIT 1 | (847) 230-5400 x 0 é | PER DOC. R1992-011782 MEADOWWOOD SUBDIVISION UNIT 2 2 - PER DOC. R1993-066869 J PREPARED BY: scusowane one #3) CEMCON, Ltd. ° 2 \ f:} Consulting Engineers, Land Surveyors é& Planners 8 +)\ Ws] 2280 White Oak Circle, Suite 100 Ei \, Aurora, Illinois 60502-9675 fe oP p214—§ \3) PH: 630.862.2100 FAX: 630.862.2199 g . E-Mail: info®cemcon.com Website: www.cemcon.com é DISC NO.: 402078 FILE NAME: PREOVR § | DRAWN BY: LAL FLD. BK. / PG. NO.: 8K,/PG, £07/6-10 a on thesnala COMPLETION DATE: 07-21-21 JOB NO.: 402.078 4 XREF : TOPO PROJECT MANAGER : CRM el 2021-10-13/LAL REVISED PER CITY REVIEW COMMENTS DATED 9/24/21 § 3Oe Oa REVISED PER LAND PLAN REVISED PER CLIENT 8 3022-02-18/TAL REVISED PER LAND PLAN REVISED PER CUENT Pi 2022-03-08/LAL REVISED PER CITY COMMENTS DATED 3/1/22 5 PREPLAT 3 Copyright © 2021 Cemcon, Ltd. All right® reserved - ===== PDF PAGE 24 ===== [Extraction: OCR (rendered-page OCR)] EET) STATE OF ILLINOIS ‘COUNTY OF COOK THIS IS TO CERTIFY THAT PULTE HOME COMPANY, LLC, A MICHIGAN LIMITED LIABILITY COMPANY, IS THE OWNER OF THE PROPERTY DESCRIBED ABOVE AND_AS SUCH OWNER, HAS CAUSED THE SAME. TO BE PLATTED AS SHOWN HEREON, FOR THE USES AND PURPOSES THEREIN. SET FORTH, AND AS ALLOWED AND PROVIDED BY STATUTES, AND SAID OWNER, DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND. TLE, ‘AFORESAD. DATED THIS ____ DAY OF ___ _-. AD, 2022 1900 €, SCHAUMBURG Surte 00) SCHAUMBURG, IL 60173, me: STATE OF ILLINOIS ) 5 ‘COUNTY OF COOK ) 7g NoTary PuBtiC IN AND. FOR SAID COUNTY IN THE STATE AFORESAID, DO HEREBY CERTIFY THAT, ayo PERSONALLY KNOWN TOME 70 BE TO ME TO BE THE SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE AFORESAID INSTRUMENT, APPEARED BEFORE ME THIS DAY IN PERSON AND SEVERALLY ACKNOWLEDGED THAT THEY SIGNED. AND DELIVERED THE ANNEXED PLAT. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS 2022 DAY OF NOTARY PUBLIC SURVEYOR'S CERTIFICATE STATE OF ILLINOIS) ‘COUNTY OF DUPAGE) ss. THIS |S TO CERTIFY THAT |, JEFFREY R. PANKOW, AN ILLINOIS REGISTERED LAND SURVEYOR, HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: PARCEL L SHAT PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9 EAST OF THE THIRO PRINCIPAL MERIDIAN DESCRIBED BY COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER. OF SAID SECTION 22: THENCE SOUTH 89 DEGREES 39 MINUTES 12 SECONDS WEST, 1071.54 FEET ALONG THE SOUTH UNE OF SAID QUARTER SECTION TO. THE PONT OF BEGNNING, THENCE. NORTH 82 DEGREES 39 MINUTES 12: SECONDS WEST, 1561.05 FEET ALONG SAID SOUTH LINE TO. THE SOUTHWEST CORNER OF SAID QUARTER SECTION: WENGE NORTHERLY ALONG THE WEST UNE OF SAID QUARTER SECTION AS MONUMENTED. BY THE EAST LINE OF ST. ANDREWS ESTATES, ST. ANDREWS. HLS AND. THE SOUTHERLY EXTENSION OF SAID EAST UNE TO. THE CENTERLINE. OF SMITH ROAD; THENCE NORTH 74 DEGREES 43 MINUTES. $6 SECONDS EAST, 040.22 FEET ALONG SAID CENTERUNE TO AN ANGLE PONT THEREIN; THENCE NORTH 85 DEGREES 12 MINUTES 59 SECONDS FAST, 547.26 FEET ALONG SAD CENTERLINE TO AN ANGLE POINT THEREIN: THENCE NORTH 83 DEGREES 32 MINUTES 09 SECONDS EAST, 113.7 FEET ALONG SAID CENTERUNE, THENCE. SOUTH C1 DEGREE-27 MINUTES OO SECONDS WEST, 2660.84 FEET PARALLEL WITH THE EAST LINE OF THE WEST HALF OF SAID SECTION 22'10 THE PONT OF BEGNNING, EXCEPTING. THEREFROM THAT PART PLATTED AS ST, ANOREWS ASSESSMENT PLAT RECORDED AS OOCUMENT R1992—011782, IN OUPAGE COUNTY ILLINOIS PARCEL 2. THAT PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9 EAST OF THE THIRO PRINCIPAL MERIDIAN DESCRIBED BY COMMENCING AT'THE CENTER OF SAID SECTION’ THENCE. SOUTH 07 DEGREE 27 MINUTES. 00 SECONDS WEST, 1345.98 FEET ALONG. THE EAST LINE OF ST. ANOREWS TRACE SUBDIVISION, AND ALONG. THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION TO. THE POINT OF BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIMSION, THENCE SOUTH O1 DEGREE 27 MINUTES 0 SECONDS WEST, 1522.70 FEET ALONG SAID EAST LINE TO THE SOUTHEAST CORNER OF SAID QUARTER SECTION, THENCE NORTH 69 DEGREES 99 WINUTES. 12 SECONDS WEST, 1071.54 FEET ALONG THE SOUTH LINE-OF SAID QUARTER SECTION; THENCE NORTH OI DEGREE’ 27 MINUTES. OO SECONDS EAST. 2680.81 FEET PARALLEL WIM THE EAST UNE OF THE WEST HALF OF SAID SECTION TO THE CENTERUNE OF SMITH ROAD; THENCE NORTH 83 OEGREES 59 MINUTES 09 SECONDS EAST, 157.60 FEET ALONG SAID CENTERLINE TO THE WEST LINE OF ST. ANDREWS TRACE SUGOMSION, RECORDED 'A5 DOCUMENT RI9E5—10SGB25, ‘TMENCE SOUTH O1 DEGREE 27 MINUTES 00 SECONDS WEST. 1596.50 FECT ALONG SAID WEST LINE PARALLEL WITH THE-EAST UNE OF SAID WEST HALF. TO THE SOUTHWEST CORNER OF SAID SUBDIMSION, THENCE SOUTH 86 DEGREES $2 MINUTES 30 SECONDS EAST. 935.05 FEET ALONG THE SOUTH LINE OF SAID SUBOVISON TO THE PONT OF BEGINNING. EXCEPTING THEREFROM THAT PART THEREOF LYING NORTH OF THE SOUTH 100 FEET AND EAST OF THE EAST 36610 FECT OF SAD PARCEL (AS MEASURED AT RIGHT ANGLES TO THE EAST AND SOUTH LINE, RESPECTIVELY, OF SAID PARCEL) IN DUPAGE COUNTY, ILLINOIS. PARCEL 3. SHE SOUTH 100 FEET OF THAT PART OF THE EAST HALF OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL NERIOIAN DESCRIBED BY COMMENCING AT THE SOUTHWEST CORNER OF SAID EAST HALF, THENCE NORTH O} DEGREE 24 MNUTES 47 SECONDS EAST, 2668.55 FEET ALONG THE WEST UNE OF SAID EAST HALF TO THE SOUTHWEST CORNER OF GANIGAR’S WAYNE CENTER UNIT NO. 3 RECORDED AS DOCUMENT R1967-012309, THENCE NORTH 80 DEGREES 03 MNUTES 40. SECONDS EAST, 1515.41 FEET ALONG THE SOUTH LINE OF SAID SUBDIVISION TO AN. ANGLE POINT IN'SAID SOUTH LINE. THENCE NORTH B4 DEGREES. 33 MINUTES. 95. SECONDS EAST, 545.52 FEET ALONG SAID. SOUTH UNE” TO THE CENTER LINE OF KLIEN ROAD: THENCE SOUTH O1 DEGREE’ S9 MNUTES 37 SECONDS WEST, 2088.79: FEET ALONG SAD CENTERLINE TO THE SOUTH LINE OF SAID SECTION, THENCE NORTH 9 DEGREES O3 MINUTES 14 SECONDS West, 1602.85 FEET ALONG SAID SOUTH LUNE. TO THE POINT OF BEGINNING, EXCEPT THAT PART PLATTED AS PEPPER HILL RECORDED AS DocuWent fi986-144495 AND WAYNE TOWNSHIP HIGHWAY CARAGE ASSESSMENT PLAT: RECORDED AS DOCUMENT R1992-011368, IN DUPAGE COUNTY, ILLINOIS, (THE EXCEPTION TO PARCEL 2 AND THE REMANDER TO PARCEL 3 ALSO GENERALLY KNOWN AS AND OESCRIBED AS FOLLOWS, Ct PURSUANT TO.A CONVEYANCE OF A PARCEL OF LAND TO THE FOREST PRESERVE DISTRICT OF OUPAGE COUNTY: THAT PART OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED BY COMMENCING ‘AT THE SOUTH QUARTER CORNER OF SAID SECTION 22; THENCE NORTH OO DEGREE 24 MINUTES 18 SECONDS EAST, 100.00 FEET ALONG. {We WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION TO THE PONT OF BEGINING, THENCE SOUTH B9 DEGREES. 18 MNUTES. 27 SECONOS WEST, 356.17 FEET PARALLEL MIM. THE SOUTH LINE OF. THE SOUTHWEST QUARTER OF SAID SECTION; THENCE NORTH 00 DEGREE 24 MINUTES 18. SECONDS EAST, 1229.99 FEET PARALLEL WH THE EAST UNE OF SAID SOUTHWEST QUARTER TO THE SOUTH UNE OF ST. ‘ANOREWS: TRACE” SUBDIVISION RECORDED AS DOCUMENT R19B5-105582; THENCE SOUTH 89 DEGREES 35 MINUTES 07 SECONDS EAST, 56.10: FEET ALONG SAID SOUTH LINE TO. THE SOUTHEAST CORNER OF SAID SUBDMSION; THENCE NORTH 00 DEGREE 24 MINUTES 16 SECONDS EAST, 1345.78 FEET ALONG THE EAST UNE OF SAID SUBDIVISION AND ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER TO SHE. SOUTHWEST CORNER OF SRAINIGARS WAYNE CENTER UNIT NO.3 SUBDIVISION RECORDED AS DOCUMENT R1967~012590, THENCE EASTERLY, 1515:41 FEET ALONG. THE, SOUTH UNE OF SAID. SUBDIVISION TO AN ANGLE PONT THEREN, THENCE EASTERLY, 545,52 FEET ALONG SAID SOUTH LINE TO THE CENTERLINE KLEN ROAD; THENCE SOUTHERLY, 2655.79. FEET ALONG SAID CENTERUNE. TO ITS INTERSECTION WITHA LINE THAT {S 100 FEET NORTHERLY OF AND PARALLEL WH THE SOUTH UNE OF SAID SECTION, THENCE SOUTH 29 DEGREES $2 MINUTES 13. SECONDS WEST, 1603.74 FEET ALONG SAID PARALLEL LINE TO. THE PONT OF BEGNNING EXCEPT THAT PART. PLATIED AS PEPPER HILL RECORDED AS’ DOCUVENT R1965~144433 AND WAYNE. TOWNSHIP HIGHWAY GARAGE” ASSESSMENT PLAT RECORDED ‘AS DOCUMENT R1992~011388, IN OUPAGE COUNTY, WLNOIS.) AS SHOWN BY THE ATTACHED PLAT, WHICH IS A CORRECT REPRESENTATION OF SAID SURVEY AND PROPOSED SUBDIMSION. ALL DISTANCES ARE SHOWN IN FEET AND DEGMAL PARTS THEREOF.” | CERTIFY THAT ALL REGULATIONS ENACTED GY THE COUNTY BOARO RELATIVE TO.A PRELIMINARY PLAT OF SUBOIVISON HAS BEEN. COMPLIED WITH (IN THE PREPARATION OF THIS PLAT ANO THAT SAID PLAT IS. WIMIN THE CORPORATE LIMITS OF THE CITY WEST CHICAGO, "| FURTHER CERTIFY THAT BASED ON REVIEW OF FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP PANEL NO. 17043COO374 WTH AN EFFECTIVE OATE OF AUGUST 1, 2019, IT IS OUR OPINION THAT THE PROPERTY DESCRIBED HEREON FALLS. MITHIN ZONE X AS DESIGNATED AND DEFINED BY PEMA NOTE! THS DOES NOT GUARANTEE THAT THE SUBJECT PROPERTY WLL OR WILL NOT FLOOD. GIVEN UNDER MY HAND AND SEAL AT AURORA, ILUNOIS ts ____ DAY oF —___ Ao, 2022. VFREY Pankow ILUNGIS PROFESSIONAL LAND SURVEYOR NO. 3485 NY" REGISTRATION EXPIRES ON NOVEMBER 30, A, 2022. PROFESSIONAL DESIGN FIRM LICENSE NO. 184002837 EXPIRES ON APRIL 30, 2025. CITY COUNCIL CERTIFICATE STATE OF ILLINOIS) ss. ‘COUNTY OF DUPAGE) APPROVED BY THE CITY COUNCIL OF THE CITY OF WEST CHICAGO, DUPAGE COUNTY, ILUNOS, DATED AT CITY OF WEST CHICAGO, ILLINOIS, THIS ___ DAY OF AD, 20 STATE OF ILLINOIS) ss COUNTY OF DUPAGE 1 1, —__, as chiairwan oF THE PLANNING commission OF THE CITY OF WEST CHICAGO, ILLINOIS, DO HEREBY CERTIFY THAT THIS DOCUMENT HAS BEEN APPROVED BY SAID PLANNING COMMISSION THIS —— DAY oF A.D, 20 PLANNING COMMISSION, CITY OF WEST CHICAGO CHATRMAN CITY ENGINEER'S CERTIFICATE STATE OF ILLINOIS) ss COUNTY OF DUPAGE) 1, . AS CITY ENGINEER OF THE CITY OF WEST CHICAGO, ILLINOTS. 00 HEREBY CERTIFY THAT THIS DOCUMENT 1S APPROVED UNDER MY" OFF ICES THIS . DAY OF A.D. 2022. City ENGINEER PAL INTY CLERK'S CERTIFICA’ STATE OF ILLINOIS) COUNTY OF DUPAGE) ss. __-. COUNTY CLERK OF DUPAGE COUNTY, ILLINOIS, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, 'NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE’ ANNEXED PLAT. | FURTHER CERTIFY THAT | HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITHTHE ANNEXED PLAT. GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT WHEATON, ILLINOIS, THis ____ pay oF 20. ‘COUNTY CLERK SURFACE WATER STATEMENT STATE OF ILLINOIS) ss COUNTY OF OU PAGE) TO THE GEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE FUTURE CONSTRUCTION OF THE PROPOSED FUTURE SUBDIVISION OR ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS. BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR ORAINS WHICH THE FUTURE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SOAS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE FUTURE CONSTRUCTION OF THE SUBDIVISION. DATED THIS __ DAY oF 1 A.D, 202, ENGINEER ‘OWNER OR ATTORNEY My LICENSE EXPIRES ON FEBRUARY 28TH, 2022 STATE OF ILLINOIS! ss COUNTY OF DU PAGE! THIS INSTRUMENT. | WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF DUPAGE COUNTY, ILLINOIS. ON THE bay OF A.b., 20, ar OCLock __“M, AND WAS RECORDED IN BOOK OF PLATS ON PAGE RECORDER OF DEEDS SHEET 5 OF 5 PRELIMINARY SUBDIVISION PLAT AND P.U.D. FOR THE PRESERVE AT WEST BRANCH PULTE HOME COMPANY, LLC 1900 E. GOLF ROAD, SUITE 300 SCHAUMBURG, IL. 60173 (847) 230-5400 PREPARED BY: CEMCON, Ltd. Fax: 630.862.2199 Website: www.cemeon.com Disc NO: 402078 FILE NAME: PREOVR DRAWN BY: LAL FLD. BK. / PG. NO.: 8K/P6. £07/6-10 COMPLETION DATE: 07-21-21 | JOB NO: 402.078 XREF ; TOPO PROJECT MANAGER : CRM PREPLAT Ceoxrght © 2021 Comcon, Le. All ite reseed Page 24 of 51 ===== PDF PAGE 25 ===== [Extraction: OCR (rendered-page OCR)] EET) PRELIMINARY ENGINEERING PLAN FOR THE PRESERVE EGAL DESCRIPTION EAST OF THE THIRD PRINCIPAL MERIDIAN, \ SMYTHE SETTLEMENT PHASE 1 PER DOC. RO7-S1335 DUPAGE COUNTY R-2 ‘SINGLE FAMILY g52's9" €) 547.73) (947-26 ouToT 8 ‘STORMWATER MANAGMENT PxoUTY " OUTLOT A SSTORNWATER MaNacMen FACIUTY AGE 1 9% ed 1]2/3]4/5]6| 71] 9 99 ROAD 8 7 258 106 105 é 257 233 256 234 8 vow LW 0,92 107 [104 255 108 1_M [00.22.10 5) s 103 235 4ésb190~-384 “200 254 anny 370NS 109 ft apeA 2 avo" 102 PTilt SMGHONY IS) 236 253 237 STEEoT 252 251 z-W AINNO9 30vaNa Zess01-seu “200 334 a avow 3 avou NOISWIOGNS 30¥aL SMCRIONY 1S 101 100 swe SON 2-3 Aunn09|3ovane 238 250 220 239 249 219 240 248 99 2 98 a FEES YY 218 241 247 217 242 246 245 26 243 244 215 175 214 174 213 173 172 BEBE) a avou ‘y9r010-10024 “900 aad SL¥IS3 SA3EONY IS 212 + 2 Aus TIONS 2-8 ODVOIHD 153K LEGEND EXISTING PROPOSED DESCRIPTION "=~ MANHOLE MANHOLE PRIVATE caTCH eToRM ‘STORM SEWER PRIVATE SANITARY SEWER conrou Etevarions STREET LiaHT WATERMAIN PROTECTION SILT FENCE INLET PRoTECTOR TEMPORARY STRAW BALE DITCH CHECK ovEnriow nour, io sysTeM (RY MANHOLE. 1No sysTeM ° rE HYDRANT. IDENT IF ICA NUMBERING eYeTEM USED ON PLANS FOR VALVE VAULT IDENTIFICATION PLANS FoR. eat TON 7 ‘uNsuBoIDED PAN 01-22" 301-026 i ‘SWNeR. St. ANDREWS (GO a CONC. ouTLoT PARK SITE 3 avou e6'6zz occa! NASI 153404 "09 Yana -AaNWO $60-t0e-Ze—10 NTs ‘asqnigansnn’ Zouvd (@30m70M 10N) i aevie 1 450,92.00 $ (.65°6221_ 3 81.92.00 N) ounloT & STORMWATER MANAGMENT FACLUTY 0% 0% zoz oz of shoms PHAGE + OUTLOT H OUTLOT D / ‘STORMWATER S MANAGMENT PROUT ( ee1827" N eore0o" E AT WEST BRANCH BEING A PART OF THE WEST 1/2 OF SECTION 22, TOWNSHIP 40 NORTH, RANGE 9, IN DUPAGE COUNTY, ILLINOIS 200 —= SCALE T= 8 Snoswaans 40 3N711S¥3 BHU AB GSINaAMNON SY CZ 1 100 0 7200" -SUTE_DATA_ ora AREA. EXISTING ZONING PROPOSED ZONING EXTERNAL... SMITH ROAD" 40° DEDICATION kuin nos ° 40° bepieation RESIDENTIAL UNITS. MEADOWS (55° x 132° LOTS) Minima Lor size AVERAGE Lor S12 funeinw LOF $126 REAR YARD SETBACK. ESTATES (75° x 130° LOTS) minim Lor size AVERAGE LOT SIZE Miveiwoa LOF $12 Inrenion S108 yaRo SeTaACK Ream YARD SETBACK TOTAL UNITS ROSS DENSITY tor area R-3 SINGLE FAMILY 111,90 &e.2 100,00% RS PUD 1.60 ac. 4.8% 3108 AC vr 7.293 5. Gis0r SF wsi921 SF 3orr 29 9,750 SF 1gse SF tian SF ox oF Lor WiOTH 0rF EXCEPTION, PARCEL 5 NSUBOIIGED PAN, BI 22- 400-015, ‘OWNER: OUPAGE CO. FOREST PRESERVE (WoT INCLUDED) WEST CHICAGO R-3 PARCEL 1 vuNsveDIVgED PAN, o1~22-301~027 (OWNER: ST. ANDREWS "BOLF & CON vunsuepIvioeD PAN, o1=27=100-001 ‘OWNER: JOE JEMSEK 'SUBDIVISON UNIT 1 PER DOC. RID92— WEST CHICAGO R-3 SNGLE FAMILY "782 WEST CHICAGO R-3 ‘SINGLE FAMILY PER DOC. R199: 859, WEST CHICAGO R-3 SINGLE FAMILY MEADOWNOOD SUBDIVISION UNIT 2: PREPARED FOR: PULTE HOME COMPANY, LLC 1900 E. GOLF ROAD, SUITE 300 SCHAUMBURG, IL 60173 (847) 230-5400 PROJECT LOCATION SHEET 1 OF 5 S$ UNE OF THE SW. 1/4 Be sec. 22 40-9 LOCATION MAP SCALE: 1°=2000" NOTES DDMENSIONS SHOWN ALONG CURVED LINES ARE ARC O'STANCES, [ALL RIGHT-OF-WAYS ARE TO BE PUBLIC DEDICATINS. ALL STREETS, UMLITY PIPES AND MAINS SHALL BE PUBLICLY OWNED AND MAINTANED, STORMWATER STORAGE VOLUMES TO BE PROVIDED AND THE DESIGN Of STORMWATER MANAGEMENT FACLUTIES SHALL BE IN ‘XCCOROANCE. WITH CITY OF WEST CHICAGO. AND OUPAGE COUNTY REQUIREMENTS. ALL WATERMAIN. AND SANITARY SEWER TO BE 6" OIAMETER “NLESS ‘OTHERWSE. NOTED. ALL SANITARY SERVICE CONNECTIONS TO. SANITARY SEWER MAINS MUST HAVE AN OVERHEAD SEWER SYSTEM THIN’ THE BUILDING. Exhibit "EF" ALL EXISTING ONSITE BUILDINGS TO BE REMOVED AND DISPOSED. ANY EX'STING WELL AND SEPTIC FIELDS SHALL BE ABANDONED ‘ACCORDING To COUNTY HEALTH DEPARTMENT. ENTRANCE ROAD TO HAVE 7% MAXMUM ROADWAY LONGITUDINAL SLOPE. PHASE LINES INDICATE HOW UNITS WILL BE PLATED, UTIUTIES MAY NEED To\BE CONSTRUCTED. THROUGH PHASE 2:10 SERVE PHASE'T. EASEMENTS MLL BE GRANTED AS NECESSARY. STATE OF ILUNOIS) ss. COUNTY OF DU PAGE) |, CHRISTOPHER R. MORGART, A LICENSED PROFESSIONAL ENGINEER GF ILLINOIS, HEREBY CERTIFY THAT THIS TECHNICAL SUBMISSION WAS PREPARED ON BEHALF OF PULTE HOME COMPANY, LLC, BY CEMCON, LTD. UNDER MY PERSONAL DIRECTION THIS. TECHNICAL SUBMISSION 1S INTENDED TO BE USED AS AN INTEGRAL PART OF [AND_IN CONJUNCTION WITH THE PROECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATED THIS —___ DAY OF —__ AD., 2022. ILDNOIS LICENSED PROFESSIONAL ENGINEER NO. 062—058788 MY LICENSE EXPIRES ON NOVEMBER 30, 2023 Page 25 of 51 PROFESSIONAL DESIGN FIRM LICENSE NUMBER 184—002937 EXPIRES APRIL 30, 2023 NOTE : UNLESS THIS DOCUMENT BEARS THE ORIGINAL SIGNATURE AND IMPRESSED SEAL OF THE DESIGN PROFESSIONAL ENGINEER, IT IS NOT A VALID TECHNICAL SUBMISSION, V PREPARED BY: CEMCON, Ltd. Consulting Engineers, Land Surveyors & Planners le, Suite 100) jis 60502-9675, FAX: 630.862.2199 Website: www.cemeon.com isc No: 402078 DRAWN BY: LAL FILE NAME: PREOVR FLD. BK. / PG, NO. BK,/P6, £07/6-10 COMPLETION DATE: 07-21-21 | JOB NO: 402.078 XREF : TOPO PROJECT MANAGER : CRM 2021-10-15/LAL REVSED PER CITY REVEW COMMENTS DATED 9/24/21 Zo0g-01-14/AAL REVISED PER CANO PLAN REVISED PEN CUENT BSRECOS- OBA Revised Pen UMP dSiilene bared St) s™ PREENG, Cemsright © 2021 Comcon, Ld. All rohts REENGS ===== PDF PAGE 26 ===== [Extraction: OCR (rendered-page OCR)] EET) Eigse iss PROPOSED MONUWENT PROPOSED LEFT TURN LANE, Sen LOCATION ‘70.8 CONSTRUCTED (GEE LANDSCAPE (SEE DETAIL, THIS SHEET RIGHT) PLANS FOR DETAILS) ‘PROPOSED 12” WDE © OA FLOW METER ASPHALT DRIVE” PROPOSED WONUVENT SEN LOCATION (SEE LANDSCAPE PLANS FOR DETAILS) CONTROL ENCLOSURE ‘STORMWATER MANAGEMENT FACILITY GO3A Nw = "769.0 fw = 3589 REQUIRED SToRAGE = 517 AC-FT ‘STORAGE PROVIDED © OVERFLOW = 5.90 Ac-Ft 24 To" Be RELOCATED ° EaSING GT POE \ SMYTHE SETTLEMENT PHASE 1 PER DOC. RB7—51335 RELOCATE BASTING] Structure RESTRIGTOR STRUCTURE ‘CONSTRUCT WANROLE_OVER EXISTING 24” STORM SE PROPOSED PRIVATE UFT STATION (SEE ETAL, THIS. SHEET LEFT) SHEET 2 OF 5 PRELIMINARY ENGINEERING PLAN FOR THE PRESERVE AT WEST BRANCH RESTRICTOR STRUCTURE ° 8040 80 ——= SCALE, T= 80" ‘STORMWATER MANAGEMENT FAGILTY 0038 een ae) wc = 69.8 REQUIRED STORAGE = 14.42 AC-FT STORAGE PROVED © OVERFLOW = 14.59 Ac, RETANING WALL (TYP) (See DETAL, SHT. 4) Ferworcasnic STOP BAR (TYP) ca 4s0490-% STII SMaa 984 |'000 Yad INV “LS PRIVATE, STORM SEWER| TETERS & SWIEOLS, THERMOPLASTIC (Typ.)| / WaTE, THERMOPLASTIC sai} aVOUL (re) zessol-sey ‘900 Yad 33 1re8109 le-nost Seat 1900 E. GOLF ROAD, SUITE 300 [CONNECT EXISTING a" DRAN TLE Cane” Un, Sou WATE, THERMOPLASTIC LANE UNE, 2" DASH, 6° SKIP FT TURN LANE DETAI PREPARED FOR: PULTE HOME COMPANY, LLC Page 26 of 51 SCHAUMBURG, IL 60173 (847) 230-5400 PREPARED BY: CEMCON, Ltd. fond Surveyors & Planners Suite 100 75 FAX: 630.862.2199 fo@cemcon.com Website! www.cemeon.com Disc NO 402078 FILE NAME: PREOVR DRAWN BY: LAL FLO. BK. / PG. NO. BK,/P6, £07/6-10 COMPLETION DATE: 07-21-21 JOB NO.: 402.078 XREF : TOPO PROJECT MANAGER : CRM ft Reise Fem Ga? CONS Dare PREENG, Ceoxright © 2021 Comcon Le. All rshts Read ===== PDF PAGE 27 ===== [Extraction: OCR (rendered-page OCR)] SHEET 3 OF 5 PRELIMINARY ENGINEERING PLAN FOR THE PRESERVE AT WEST BRANCH ——= \ SCALE T= 80" ‘y82010-100z4 “900 Yad S3LVLS3 SM3YGNY “1S b LASHS 34S ‘CONNECT TO EXISTING WATERMAN w/PRESSURE CONNECTION CONNECT To ExT. 17 | SAN SEWER 1=786.7 Page 27 of 51 TOP OF 10° San = 787.6 BOTTOM OF WATERUAIN ‘APPROXMATELY 2792.5 (WATERMAIN TO BE POTHOLED DURING FINAL ENGINEERING DESIGN) [CONNECT TO EXSTING h2" WATERMAN lw /PRESSURE CONNECTION EET) CON, Ltd. Circle, Suite 100 60802-9675 CEM Fax: 630.862.2199 RESTRICTOR mn.com Website: www-cemneen.com SirucTune , ; F INV.=786.5 PREPARED FOR: DISC NO: 402078 ALE NAME: _PREOVR ‘STORMWATER MANAGEMENT FAGUTY 001 EXSTNG WETLAND] DRAWN BY: “LAL FLD. BK. / PO. NO: BK/PO.E07/6-10 NW. = 788.5 ‘CONNECT 10 EXISTING TO REMAIN PULTE HOME COMPANY, LLC COMPLETION DATE: 07-21-21 JOB NO: 402.078 fine = 7933 REQUIRED ONSITE STORAGE = 22.52 Ae-—Ft ORL SEES toasty NO SANTARY STORM SEVER @ 785.1 1900 E. GOLF ROAD, SUITE 300 AREF « TOPO PROJECT MANAGER : CRM REQUIRED COMPENSATORY STORAGE = 2. (WATERMAIN AND FORCEMAIN TO BE POTHOLED| RESTROTOR STRUCTURE FOR F: Goa Reopens CATED 9/24/21 SRE FROGS Yeti 3 eae sn Creu, Senay SCHAUMBURG, IL’ 60173 Bae 8 en BUI IAL ELGREEING OES) (307) 530-5400 EEA Gi ih Sa 1S PAs Amon 27888 PREENG Ceoxrght © 2021 Comcon Le. 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LOT AREA = 8,316 S.F. * LOT COVERAGE = 2,939 S.F. OR 35.09% * LOT COVERAGE = 3,313 S.F. OR 39.56% (INCLUDES ADDITIONAL 140 S.F. FOR FUTURE HOME OWNERS) (INCLUDES ADDITIONAL 140 S.F. FOR FUTURE HOME OWNERS) PREPARED FOR: PULTE HOME COMPANY, LLC 1900 E. GOLF ROAD, SUITE 300 SCHAUMBURG, IL 60173 LOT COVERAGE DEFINITION: (847) 230-5400 THE PORTION OF A LOT THAT IS OCCUPIED BY DRIVEWAYS, BUILDINGS AND STRUCTURE, INCLUDING ACCESSORY BUILDINGS OR STRUCTURES SUCH AS DETACHED GARAGES, SHEDS, DECKS, PATIOS CEMCON,. Ltd. AND PORCHES, BUT EXCLUDING WALKWAYS AND SWIMMING POOLS. THE ABOVE ITEMS REDUCE THE SURFACE AVAILABLE FOR RAINWATER ABSORPTION. (CITY OF WEST CHICAGO CODE) Copyright © 2022 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 42 ===== [Extraction: OCR (rendered-page OCR)] ESTATES SERIES LOT COVERAGE EXHIBIT THE PRESERVE AT WEST WEST CHICAGO, IL BRANCH 10% OF LOT WIDTH (7.9") BUILDING BASE MODEL FULL OPTIONS | 78,82 30° BUILDING REAR YARD SETBACK 10% OF LOT WIDTH (7.9") BUILDING 10% OF LOT WIDTH (7.9") BUILDING \ 78.82 30’ BUILDING REAR YARD SETBACK ‘ SCALE: 1° = 40° 10% OF LOT WIDTH (7.9) BUILDING SIDE YARD SETBACK 30° BUILDING WRONT YARD SETBACK LOT AREA = 10,248 SF. * LOT COVERAGE = 2,939 S.F. OR 29.25% (INCLUDES ADDITIONAL 140 S.F. FOR FUTURE HOME OWNERS) SIDE YARD SETBACK SIDE YARD SETBACK 30° BUILDING FRONT YARD SETBACK LOT AREA = 10,248 S.F. * LOT COVERAGE = 4,089 S.F. OR 39.90% (INCLUDES ADDITIONAL 140 S.F. FOR FUTURE HOME OWNERS) LOT COVERAGE DEFINITION: THE PORTION OF A LOT THAT IS OCCUPIED BY DRIVEWAYS, BUILDINGS AND STRUCTURE, INCLUDING ACCESSORY BUILDINGS OR STRUCTURES SUCH AS DETACHED GARAGES, SHEDS, DECKS, PATIOS AND PORCHES, BUT EXCLUDING WALKWAYS AND SWIMMING POOLS. THE ABOVE ITEMS REDUCE THE SURFACE AVAILABLE FOR RAINWATER ABSORPTION. (CITY OF WEST CHICAGO CODE) SIDE YARD SETBACK PULTE HOME COMPANY, LLC 1900 E. GOLF ROAD, SUITE 300 SCHAUMBURG, IL 60173 (847) 230-5400 CEMCON, Ltd. ‘San we Oo Gos Om “Gre fis 11 aera, Wile | 60002-0078 Copyright © 2022 Cemcon, Ltd. All rights reserved. ===== PDF PAGE 43 ===== [Extraction: embedded PDF text] Exhibit "I" Page 41 of 51 Discussion and Recommendations The following is an evaluation of the analyzed intersections based on the projected traffic volumes and the capacity analyses performed. Il 59/Smith Road • The signalized intersection is operating at an overall acceptable level of service and will continue to do so under future conditions, which includes the residential development traffic. • While the eastbound and westbound approaches operate at Level of Service (LOS) E and F during the peak hours, this is not due to a capacity deficiency but rather due to the long cycle length (140 seconds) and the long time the eastbound and westbound approaches need to wait for the green phase, given that the majority of the green time is allocated to IL 59. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. Army Trail Road/Petersdorf Road • This traffic signal is a standalone signal and is not interconnected with a traffic signal system. • The signalized intersection is operating at an overall acceptable level of service and will continue to do so under future conditions, which includes the residential development traffic. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. Smith Road/Waterford Lane, Smith Road/Petersdorf Road, Smith Road/Klein Road • Based on the results of the capacity analyses, all of these intersections are operating at acceptable levels of service and will continue to do so under future conditions, which includes the residential development traffic. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. The Preserve at West Branch West Chicago, Illinois 26 ===== PDF PAGE 44 ===== [Extraction: embedded PDF text] Page 42 of 51 Army Trail Road/Smith Road • Inspection of the capacity analyses indicate that the westbound left-turn lane operates at LOS A during both peak hours and will operate at LOS B under future conditions. • Furthermore, the northbound approach will continue operating at acceptable levels of service. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. North Avenue/Klein Road • Based on the results of the capacity analyses, the southbound approach currently operates at LOS D and E during the morning and evening peak hours, respectively. • Under Year 2030 no build conditions, the southbound approach the southbound approach will operate at a LOS E and F during the morning and evening peak hours, respectively. • Under future conditions, the southbound approach will operate at LOS F during both peak hours. This is normal and expected when a minor road intersects a major arterial like North Avenue. • It is important to note that site traffic destined eastbound on North Avenue can travel eastbound on St. Charles Road, south on Prince Crossing Road, and make a left-turn movement at the signalized intersection of North Avenue with Prince Crossing Road. • Similarly, the eastbound left-turn movement is projected to operate at LOS E and F during the weekday morning and evening peak hours, respectively. However, it is important to note that the traffic signal to the east at the intersection of North Avenue with Prince Crossing Road creates gaps in the through traffic stream that will allow left-turning vehicles to operate more efficiently than what the capacity analyses show. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. The Preserve at West Branch West Chicago, Illinois 27 ===== PDF PAGE 45 ===== [Extraction: embedded PDF text] Page 43 of 51 Smith Road/Trinity Lane/Proposed Access Road • Based on the results of the capacity analyses, this intersection is currently operating at acceptable levels of service. • Under future conditions and with the addition of the access road as the fourth leg of this intersection, the intersection will continue operating at acceptable levels of service. • The access road, as previously indicated, will provide one inbound lane and two outbound lanes under stop sign control striped for an exclusive left-turn lane and an exclusive right- turn lane. • Based on a review of the projected traffic volumes and the warrants for the provision of auxiliary turn lanes found in IDOT’s Bureau of Design and Environment (BDE) Manual, no exclusive turn lanes on Smith Road at its intersection with Trinity Lane/proposed access road will be warranted. (See Appendix) • A sight distance study was conducted to determine the available sight distance at the proposed access drive (Exhibit A in the Appendix) and based on the study, there is adequate sight distance to meet the required stopping sight distance for a 30 mph speed limit. • No roadway or traffic control improvements are recommended in conjunction with the proposed development. Klein Road/Proposed Access Road • Based on the results of the capacity analyses, this intersection will operate at acceptable levels of service. • Based on the projected traffic volumes, the access road will provide one inbound lane and one outbound lane under stop sign control. • Based on a review of the projected traffic volumes and the warrants for the provision of auxiliary turn lanes found in IDOT’s Bureau of Design and Environment (BDE) Manual, no exclusive turn lanes on Klein Road at its intersection with the proposed access road will be warranted. (See Appendix) • A sight distance study was conducted to determine the available sight distance at the proposed access drive (Exhibit B in the Appendix) and based on the study (using the posted speed limit of 40 mph), there is not adequate sight distance to the north to allow outbound traffic or the inbound left-turn movement to see incoming vehicles and provide them with adequate distance to come to a stop if needed. • Klein Road has a posted speed limit of 30 mph from Smith Road for approximately 2,700 feet south where the speed increases to 40 mph and continues to be 40 mph to North Avenue. The Preserve at West Branch West Chicago, Illinois 28 ===== PDF PAGE 46 ===== [Extraction: embedded PDF text] Page 44 of 51 • Based on a field visit, it was determined that the speed limit of 30 mph is appropriate for this segment given the numerous private driveways off Klein Road (approximately 10) and given that three local roads serving various subdivisions intersect Klein Road. • It is recommended that the 30 mph speed limit be extended south of its current terminus by approximately another 2,000 feet to be consistent with the northern segment. • When a sight distance study (Exhibit C in the Appendix) is prepared assuming a posted speed limit of 30 mph, adequate stopping sight distance is available to the north and to the south. • No additional improvements are recommended in conjunction with the proposed development. The Preserve at West Branch West Chicago, Illinois 29 ===== PDF PAGE 47 ===== [Extraction: embedded PDF text] Page 45 of 51 Conclusion The proposed The Preserve at West Branch residential development is proposed to be located on the south side of Smith Road between IL 59 and Klein Road. The plans for the 111-acre site call for a residential subdivision with 269 single-family homes. Access to the subject site is proposed from a full access roadway off Smith Road opposite Trinity Lane and a full access roadway off Klein Road. Based on the preceding analyses and recommendations, the following conclusions have been made: • The proposed residential development-generated traffic will be consistent and compatible with traffic patterns and volumes in the area. • The two access roads that will serve the proposed development will help disperse the development-generated traffic onto the surrounding roadway network and provide alternatives for the site traffic to enter and exit the development. • All of the studied intersections are operating at overall acceptable levels of service and will continue operating at acceptable levels of service under future conditions. • No auxiliary turn lanes will be necessary on Smith Road or Klein Road to accommodate future traffic volumes. • There is adequate stopping sight distance to the east and west on Smith Road at its intersection with Trinity Lane/proposed access road. • In order for the proposed access road off Klein Road to be accommodated, the 30 mph speed limit zone north of the site should be extended for approximately 2,000 feet south. • By reducing the posted speed limit to 30 mph, adequate stopping sight distance to the north and south will be provided. • The daily traffic counts conducted on the adjacent roadways along with the applicable roadway classifications is consistent with industry standards. • Under future conditions, Smith Road and Klein Road will continue to function and operate as neighborhood collector streets. • Traffic calming measures such as radar speed signs mounted below the posted speed limit should be considered on Smith Road and Klein Road. The Preserve at West Branch West Chicago, Illinois 30 ===== PDF PAGE 48 ===== [Extraction: embedded PDF text] Exhibit "J" Page 46 of 51 LAND USE OPINION 21-066 EXECUTIVE SUMMARY APPLICATION 21-066 August 30, 2021 Petitioner: Pulte Home Company, LLC, 1900 E Golf Rd, Suite 300, Schaumburg, IL 60173 Contact Person: Irving Gama, 312-973-2996 Unit of Government Responsible for Permits: City of West Chicago Acreage: 110.21 Area of Disturbance (acreage): 110.21 Location of Parcel: Section 22, Township 39N, Range 9E Property Address/PIN#: West of Route 59 on the south side of Smith Road in Wayne Township Existing Land Use: Agriculture Proposed Land Use: Single-family residential development NATURAL RESOURCE CONCERNS Land Cover in the Early 1800’s: This site is in an area previously identified as cultural and prairie. (See page 5 for more information.) Wetlands: The National Wetland Inventory map and the DuPage County Wetland Map do not identify wetland areas on this site. If there are any indications of unidentified wetlands on this site, noticed during the proposed land use change, contact the appropriate county and federal wetland regulatory agencies (page 25). Floodplain: There are no floodplain areas identified on this site. (See page 8.) Streams: There are no streams on this site. (See page 9.) Aquifer Sensitivity: This site is classified as having a high potential for aquifer contamination. (See page 10.) Topography and Overland Flow: Please refer to page 11 for information regarding site topography and drainage. The high point of this property is in the southwestern portion of the site at an elevation of approximately 814 feet above sea level. The property generally drains to the northeast via overland flow. The lowest elevation on the property is approximately 768 feet above sea level. Stormwater Management: This site may or may not need a Stormwater Pollution Prevention Plan (SWPPP). Contact the KDSWCD for questions or assistance in developing a SWPPP. See page 12 for information regarding stormwater management. Soil Erosion: Many construction sites are required to develop and follow a Stormwater Pollution Prevention Plan (SWPPP) in order to be in compliance with local, state, and federal laws regarding soil erosion and stormwater management. Contact the KDSWCD for questions or assistance in developing a SWPPP. (See page 12). 28 ===== PDF PAGE 49 ===== [Extraction: embedded PDF text] Page 47 of 51 LAND USE OPINION 21-066 EXECUTIVE SUMMARY APPLICATION 21-066 August 30, 2021 Highly Erodible Land: There are potentially highly erodible soils identified on this site. (See page 13.) Highly Erodible Land Potentially Highly Erodible Land Not Highly Erodible 100% Regulations: Please note that additional permits are required for any development impacting wetlands, streams, or floodplain areas. Please see page 25 for regulation information. Soil Interpretations: Soils at this site may contain limitations for the proposed use. See page 14 and attached Soils Tables on page 16. All information is from the Soil Survey of DuPage County, Illinois. The limiting factors for this site are: seasonal high-water table, shrink-swell, low strength, ponding, frost action. 100 100 90 82 82 80 70 61 61 % of 60 Soils 50 39 39 40 30 18 18 20 10 0 0 0 0 0 0 0 DWELLINGS DWELLINGS SHALLOW ROADS & LAWNS & WITH WITHOUT EXCAVATIONS STREETS LANDSCAPING BASEMENTS BASEMENTS Not Limiting Somewhat Limiting Very Limiting Hydric Soils: There are hydric soils and soils with hydric inclusions identified on this site. (See page 23.) 18% Hydric Soils 67% Hydric Inclusions 15% Not Hydric 29 ===== PDF PAGE 50 ===== [Extraction: embedded PDF text] Page 48 of 51LAND USE OPINION 21-066 EXECUTIVE SUMMARY APPLICATION 21-066 August 30, 2021 Prime Farmland: Prime and Important Farmland occur on this tract. 18% Prime Farmland Prime if drained Important Farmland 82% Not Prime Productivity: This site has a Relative Value of 142 of 300, placing it in the low protection category for farmland. (See Page 24 for more information.) LAND USE OPINION The most current natural resource data indicates the following concerns for this site: Soil Limitations, Aquifer Sensitivity, High-water Table, Soil Erosion and Sediment Control, and Stormwater Management. These concerns need to be managed, monitored, and/or considered in the planning and development of the site for the best possible results and for the least negative impact to the environment and natural resources. Based on the information in this report, it is the opinion of the Kane-DuPage Soil and Water Conservation District Board that this site is somewhat suited for the proposed land use change. 30 ===== PDF PAGE 51 ===== [Extraction: OCR (rendered-page OCR)] LAND USE OPINION Page 49 of 51 SITE INSPECTION = = 7" Lie DOS t Paper Bauder Sek ee Ph SS ed = Ph, nr a I ad A el a a * Paper ake | Figure 18: Location of site inspection photos A site inspection was conducted by Resource Assistant, Jennifer Shroder on August 5, 2021. The following photos were taken during this inspection and reflect the site conditions at that time. 31 ===== PDF PAGE 52 ===== [Extraction: embedded PDF text] Page 50 of 51 LAND USE OPINION 21-066 SITE INSPECTION PHOTOS Photo 1 facing east Photo 2 facing southwest Photo3 facing northwest Photo 4 facing north Photo 5 facing west Photo 6 facing northeast ===== PDF PAGE 53 ===== [Extraction: OCR (rendered-page OCR)] Exhibit "K" Page 51 of 51 ~| Illinois Department of 7 N atu ral Resou rces JB Pritzker, Governor} One Nateral Resources Way Springfield Iinots 62702-1271 Colleen Callahan, Director MA sec: sites ste vs October 26, 2021 Ty Morris Pulte Home Company, LLC 1900 Golf Road Suite 300 Schaumburg, IL 60173 RE: St. Andrews of West Chicago Project Number(s): 2206608 [210179, 2111646] County: DuPage Dear Applicant: This letter is in reference to the project you recently submitted for consultation. The natural resource review provided by EcoCAT identified protected resources that may be in the vicinity of the proposed action. The Department has evaluated this information and concluded that adverse effects are unlikely. Therefore, consultation under 17 Ill. Adm. Code Part 1075 is terminated. This consultation is valid for two years unless new information becomes available that was not previously considered; the proposed action is modified; or additional species, essential habitat, or Natural Areas are identified in the vicinity. If the project has not been implemented within two years of the date of this letter, or any of the above listed conditions develop, a new consultation is necessary. The natural resource review reflects the information existing in the Illinois Natural Heritage Database at the time of the project submittal, and should not be regarded as a final statement on the site being considered, nor should it be a substitute for detailed site surveys or field surveys required for environmental assessments. If additional protected resources are encountered during the project’s implementation, you must comply with the applicable statutes and regulations. Also, note that termination does not imply IDNR's authorization or endorsement of the proposed action. Please contact me if you have questions regarding this review. ANdlasm Mawr Adam Rawe Division of Ecosystems and Environment 217-785-5500