===== PDF PAGE 1 ===== [Extraction: OCR (rendered-page OCR)] WHERE HISTORY & PROGRESS MEET Special Plan Commission/Zoning Board of Appeals Meeting Tuesday, March 22, 2022 7:00 p.m. In response to a Disaster Declaration made by the Governor related to public health concerns, an in-person meeting or a meeting conducted under the purview of the Open Meetings Act is not practical or prudent with the number of people who have expressed interest in this meeting; therefore, remote participation is permitted. Those wishing to participate in the meeting should use the City’s teleconference platform, Zoom. To do so, please visit www.zoom.us, or download the Zoom app, and click “JOIN A MEETING” at 7:00 p.m. on Tuesday, March 22, 2022 with the following login information: Meeting ID: 890 7160 3982 Password: 780535 Anyone wishing to provide public comment should send their written comments to City Hall. Written comments may be mailed to the City of West Chicago Community Development Department, 475 Main Street, West Chicago, IL 60185 or by email to John Sterrett, City Planner, at jsterrett@westchicago.org. AGENDA 1. Call to Order, Roll Call and Establishment of a Quorum Chairman’s Comments Public Comment Approval of the Draft Meeting Minutes — March 15, 2022 Public Hearing of Case PC 21-12 (Continued from March 15, 2022) — Pulte Home Company, LLC — Preliminary Planned Unit Development and Plat — South side of Smith Road, between Klein Road and Illinois Route 59 woe & bh 6. Review and Recommendation of Case PC 21-12— Pulte Home Company, LLC — Preliminary Planned Unit Development and Plat — South side of Smith Road, between Klein Road and Illinois Route 59 7. Adjournment ce: Plan Commission Members School Districts #25, #33, #94, #303 Mayor West Chicago Fire Protection District City Council West Chicago Park District M. Guttman West Chicago Public Library District T. Dabareiner DuPage County Building & Zoning M. Patel Warrenville Plan Commission J. Sterrett News Media 475 Main Street | T (630) 293-2200 Ruben Pineda West Chicago, Illinois F (630) 293-3028 MAYOR Nancy M. Smith Michael L. Guttman CITY CLERK CITY ADMINISTRATOR 60185 www.westchicago.org ===== PDF PAGE 2 ===== [Extraction: embedded PDF text] Draft MEETING MINUTES PLAN COMMISSION/ZONING BOARD OF APPEALS March 15, 2022 7:00 P.M. Conducted Through Zoom 1. Call to Order, Roll Call and Establishment of a Quorum Commissioner Henkin called the virtual meeting to order at 7:02 p.m. Roll call found Commissioners Banasiak, Billingsley, Frantzen, and Henkin, and ex-officio member Slattery present. Chairperson Laimins and Commissioners Hale and Kasprak were absent. With four voting members present, a quorum was established. Staff in attendance was City Planner John Sterrett 2. Appointment of Chair Pro-Tem Commissioner Henkin made a motion, seconded by Commissioner Frantzen, to appoint Commissioner Banasiak as Chair Pro-Tem for the meeting. A roll call vote found Commissioners Henkin, Frantzen, Banasiak, and Billingsley voting “aye” with no one voting “no”. With a roll call vote of four (4) “ayes” and zero (0) “noes” the motion carried and Commissioner Banasiak was appointed Chair Pro-Tem for the meeting. 3. Chairman’s Comments – Chair Pro-Tem Banasiak stated that in response to a Disaster Declaration made by the Governor related to public health concerns, an in-person meeting or a meeting conducted under the purview of the Open Meetings Act is not practical or prudent with the number of people who have expressed interest in this meeting; therefore, remote participation is permitted. 4. Public Comment - None 5. Approval of the Draft Minutes of the March 1, 2022 Plan Commission Meeting Commissioner Frantzen made a motion, seconded by Commissioner Henkin, to approve the March 1, 2022 Plan Commission meeting minutes as presented. Roll call vote found Commissioners Frantzen, Henkin, and Billingsley, and Chair Pro-Tem Banasiak voting “aye” with no one voting “no”. With a roll call vote of four (4) “ayes” and zero (0) “noes” the motion carried and the draft minutes of the March 1, 2022 Plan Commission meeting were approved. 6. Public Hearing and Review and Recommendation of Case PC 21-12 (Continued from February 15, 2022) Commissioner Henkin made a motion, seconded by Commissioner Billingsley, to enter into the public hearing. Roll call vote found Commissioners Henkin, Billingsley, and Frantzen, and Chair Pro-Tem Banasiak, voting “aye” with no one voting “no”. With a roll call vote of four (4) “ayes” and zero (0) “noes” the motion carried and the Plan Commission entered into the public hearing. ===== PDF PAGE 3 ===== [Extraction: embedded PDF text] Chair Pro-Tem Banasiak stated that Pulte Home Company, LLC has requested that the Plan Commission/Zoning Board of Appeals continue the public hearing for their case to a special Plan Commission/Zoning Board of Appeals meeting on Tuesday, March 22, 2022. Commissioner Billingsley made a motion, seconded by Commissioner Henkin, to continue the public hearing to a special Plan Commission/Zoning Board of Appeals meeting on March 22, 2022. A roll call vote found Commissioners Billingsley, Henkin, and Frantzen, and Chair Pro-Tem Banasiak voting “aye” with no one voting “no”. With a roll call vote of four (4) “ayes” and zero (0) “noes” the motion carried and the public hearing was continued to a special Commission/Zoning Board of Appeals meeting on March 22, 2022. 7. Adjournment Commissioner Frantzen made a motion, seconded by Commissioner Henkin to adjourn the meeting. A roll call vote found Commissioners Frantzen, Henkin, and Billingsley, and Chair Pro-Tem Banasiak voting “aye” and no one voting “no”. With a roll call vote of four (4) “aye” and zero (0) “no”, the motion carried and the Plan Commission, at 7:08 p.m., adjourned. Respectfully Submitted, John Sterrett, City Planner Plan Commission/Zoning Board of Appeals March 15, 2022 Page 2 of 2 ===== PDF PAGE 4 ===== [Extraction: embedded PDF text] 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 17, 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. The hearing was again continued to March 22, 2022 due to the low number of Commissioners in attendance at the March 15, 2022 meeting. 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 5 ===== [Extraction: embedded PDF text] City of West Chicago Community Development Department Report for the Plan Commission/Zoning Board of Appeals March 22, 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 6 ===== [Extraction: embedded PDF text] PC 21-12 The Preserve at West Branch March 22, 2022 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 7 ===== [Extraction: embedded PDF text] PC 21-12 The Preserve at West Branch March 22, 2022 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 8 ===== [Extraction: embedded PDF text] PC 21-12 The Preserve at West Branch March 22, 2022 (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 9 ===== [Extraction: embedded PDF text] PC 21-12 The Preserve at West Branch March 22, 2022 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 10 ===== [Extraction: embedded PDF text] Page 12 of 51 AM ST CLUB 59 LN COUNTRY ASHBURN WAY AYW ILL NO LN ROUTE 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 INITY TR 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 ANDREW S LN CT DR VIEW ALDOR GOLF WHITNEY RD BLVD RD NELTNOR KLEIN TANAGER LN TRL BOB ELN BUNTINGCT BLVD SANDPIPER WHIT NELTNOR PARTRIDGE DR RD DR KLEIN MEADOWLAK BEECH ST CT LN CHICKADEE ER FLOW LN WILD BLVD RD KNOLL OAK KNOLL RD NELTNOR KLEIN HICKORY SH EXHIBIT "A" - LOCATION MAP ´ 1 inch = 833 feet ===== PDF PAGE 11 ===== [Extraction: embedded PDF text] Page 13 of 51 AM ST CLUB 59 LN COUNTRY ASHBURN WAY AYW ILL NO LN ROUTE 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 INITY TR 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 ANDREW S LN CT DR VIEW ALDOR GOLF WHITNEY RD BLVD RD NELTNOR KLEIN TANAGER LN TRL BOB ELN BUNTINGCT BLVD SANDPIPER WHIT NELTNOR PARTRIDGE DR RD DR KLEIN MEADOWLAK BEECH ST CT LN CHICKADEE ER FLOW LN WILD BLVD RD KNOLL OAK KNOLL RD NELTNOR KLEIN HICKORY SH EXHIBIT "B" - ZONING MAP ´ 1 inch = 833 feet ===== PDF PAGE 12 ===== [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 ST DR L RA DO DR AL DOR TRL SANDPIPER EXHIBIT "C" - AERIAL PHOTO (1 of 2) ´ 1 inch = 417 feet ===== PDF PAGE 13 ===== [Extraction: embedded PDF text] Page 15 of 51 RE RD D N A KLEIN T S RD KLEIN TANAGER LN TRL B O BWHITE L N BUNTING CT SANDPIPER EXHIBIT "C" - AERIAL PHOTO (2 of 2) ´ 1 inch = 333 feet ===== PDF PAGE 14 ===== [Extraction: OCR (rendered-page OCR)] “PY ‘NOOWTD Wooster east) | T0uve ag - Sr gue tee Ss, Mg mr See, ) NOLVASOINT ABVONTOS TVEINO dV ALINIDIA aesoe7re9000 eae cf — ‘TI ‘ODVITHD LSAM “CY NIATH 9 ‘GY HLS FecnBES AHAUNS ATLILE GNVT ‘SA'SN/V LTV \ b Td ND | q sa ALWAdOUd A1VTD AMIN1O) ¥ ATOD SMANAGNY “LS AO LHVd + 01 Aas Page 16 of 51 Exhibit "D" ===== PDF PAGE 15 ===== [Extraction: OCR (rendered-page OCR)] catuinase ss300¥ ON 2) Page 17 of 51 ===== PDF PAGE 16 ===== [Extraction: OCR (rendered-page OCR)] Page 18 of 51 MATCHLINE, \ wa MATCHLINE “WATCHLINE ===== PDF PAGE 17 ===== [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 18 ===== [Extraction: OCR (rendered-page OCR)] BENCHMARK /CONTROL POINTS. 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 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 coNROL Pots: (P#20 SET "s" IN THE SOUTHWEST CORNER OF THE TRANSFORVER PAD LOCATED ON THE NORTH SIDE OF SMITH ROAD FOR THE PROPERTY LOCATED AT 4N4SO ST, JAMES. WAY. NORTHING: "191961505, P4214: SET "+" IN THE CONCRETE SIDEWALK LOCATED AT {WE'SOUTHWEST CORNER OF MEADOWLARK. DRIVE AND KLEIN ROAD. 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UNE SW. 1/4 SEC, 22-40-9 >} (E8092 uzes9z 3 .50,9Z.00 N 5. 366.10) & 5 se'ezzt 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 (@aamon 108) $e0™106~22—i0 Nd srormze 038 0 e2e1 Mm 50.92.00 S Covzeei_m %00.22210 §) 2/33 0 NM : a a & i N 8o"8'05" E 366.17. SHEET 1 OF 5 LEGAL DESCRIPTION 8) Snorswaans 40 3N711S¥3 HL AB GSINAMNON S¥ CZ TOTAL AREA OF IVISK 111.90 ACRES. PROJECT LOCATION S UNE OF THE SW. 1/4 OF sec. 2240-9 PARCEL INDEX NUMBER ‘0122-30106 01-22-301-028 ‘SW, COR, BRANICAR'S 01-22-301-029, WAYNE CENTER UNIT (01-22-301-032 No. 3 01-22-400-016 DUPAGE COUNTY, ILUNOIS ———— (MORE OR LESS) 1 9 SE Daw LOCATION MAP TOTAL AREA. 1.90 AC. 100.00% SEALE: = 2000) Ex1ST ING 20M No a3 51 PROPOSED ZONING 3 PUD ABBREVIATIONS LINE LEGEND RleiN Roab © 49° DEDICATION 6:03 ae! on ‘SION BOUNDARY LINE 2 NORTH - Serie Lin 2 Sourn 2 East /eROPERTY Li ~ EAST ——§$ - 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 STORWATER/WETLAND PRESERVATION/COMMON AREA 23s acs ata Pare Site 3108 AC 48 2082 RESIOENTIAL UNITS MEADOWS (98° x 132" LOTS) vr minimum Lor size 1.293 $6 = FRONT vara seTaAcK 30 FT (COMMER SIDE. YARD. SETBACK. 30 Fr. (Ntesion soe yaro seTeack tox oF Lor WIDTH REAR ARO. SETBACK. 30FT 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 ° CORNER SIDE. YARD. SETBACK. 30 Fr. UD. = PLANNED UNIT DEVELOPMENT (Nresion soe varo seTeAck lox oF Lor WiOTH REAR ARO. SETBACK 30FT —--- - section Line tripte Deshed Lines} SECTION CORNER OR QUARTER SECTION Conner Exhibit "E" NOTES 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, 1. ToraL uNiTs 266 ALL RIGHT-OF-WAYS ARE TO BE PUBLIC DEDICATIONS. GROSS DENSITY 2.38 uae 2 3 2 eaers oe 38, Duyac. 4, ALL STREETS, UTUITY PIPES AND MAINS SHALL BE PUBLICLY OWNED AND MAINTANED. ‘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% exceenon. 7. STORMWATER MANAGEMENT EASEMENTS WLL BE GRANTED ON THE FINAL SUBDIVISION PLATS. PARCEL $ (UNLESS OTHERWISE NOTED) cog. LUNSUBDIMDED i 8, STORMWATER STORAGE VOLUMES TO BE PROVIDED AND_THE DESIGN OF STORMWATER MANAGEMENT BrceTons 10 PAN, O1-22— 400-015 FACIITIES SHALL BE IN'ACCORDACE WTH CITY OF WEST CHICAGO AND DUPAGE COUNTY TOREST PRESERVE ea REQUIREMENTS. (NOT INCLUDED) Row 9. EASEMENTS TO BE PROVDED PER CITY, COUNTY AND UTIITY COMPANY REQUIREMENTS, West cHICAGO R-3 10. FOR PROPOSED CONTOURS, GRADES, UMLITIS, STREETS AND SIDEWALKS REFER TO THE SINGLE FAMILY une too wer oF & parauee [ [3s PRELMINARY ENGINEERING ORAWNGS FOR THIS DEVELOPMENT. 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), ‘S. UNE_OF THE Sw. 1/4 OF SEC. 22-40-9 ean a ---— | 1s: aun ounots 10 8¢ oMmeD AND MANTANED BY THE HOMEONVER'S ASSOCIATION DEDEATED ROW. OUTLOT | ‘OWER: JOE VEMSEK WEST CHICAGO R-3 ‘SINGLE FAMILY WEST CHICAGO R-3 SINGLE FAMILY LOT DIMENSIONS, DEDICATION, BUILDING LINE & LAND AREAS ARE APPROXIMATIONS & COULD VARY SLIGHTLY AT TIME OF FINAL SUBDIVISION PLATTING. Page 20 of 51 LMEADOWWOOD SUBDIMSION UNIT 2: PER 000, RI985-086869 PARCELS T & 3 BOC” west CHICAGO R-3 SINGLE FAMILY EXCEPTIONS TO PARCELS 2&3 ye0he2" Bie “fete t 8 PREPARED BY: CEMCON, Ltd. Consulting Engineers, Lond Surveyors & Planners 2280 White Oak Circe, Suite 100 is 60502-9675 Fax: 630.862.2199 Eclat infoScemcon.com Website: www.cemeon.com 402078 FILE NAME: PREOVR. FOUND RON PE PREPARED FOR: Rem 4938 PULTE HOME COMPANY, LLC DRAW Be: LAL LD. BR / PO. NOs BPG I/t-10 1900 E. GOLF ROAD, SUITE 300 COMPLETION DATE: 07-21-21 | JOB NO.: 402.078 SCHAUMBURG, IL 60173 JerLiG-IyAAt Rewsam sun ey maven camis ORI 9/24/24 fist REVS GER Cano"SUat aed Pen ne? Aa Fees oe ate Bat Hes oe okt AL Rete Fe SRY Coens Bares 9 (847) 230-5400 PREPLAT, Ceoxrght © 2021 Comcon Lt. All rohit Sees ===== PDF PAGE 19 ===== [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 20 ===== [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 21 ===== [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 22 ===== [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 23 ===== [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= ss Snorswaans 40 3N711S¥3 HL AB GSINAMNON S¥ 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 OF sec. 2240-9 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 24 ===== [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 25 ===== [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. All rohts ree ===== PDF PAGE 26 ===== [Extraction: OCR (rendered-page OCR)] EET) SHEET 4 OF 5 STORMWATER MANAGEMENT FACLTY 002A PRELIMINARY ENGINEERING PLAN tne = 7988 FOR REQUIRED STORAGE = 6.72 AC-FT STORAGE PROVED © OVERFLOW = 708 Ac THE PRESERVE AT WEST BRANCH W/# AGGREGATE BASE GG tHROUGH DRIVEWAYS) ‘30° PAVEMENT WITHIN’ 66" R.O.W. a WTS) \[ ResTRcToR STRUCTURE 3" SURFACE COURSE, HMA, IL 12.5, NSO, MIX D St aaw 4° AGG, BASE CSE, TK. 8 AND PLANTINGS LANDSCAPE. PLANS, TYPICAL BOULEVARD ROADWAY SECTION = ROAD A