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HomeMy Public PortalAbout03-16-21 Plan Commission Agenda PacketPlan Commission Tuesday, March 16, 2021 7:00 PM Village Boardroom 24401 W. Lockport Street Plainfield, IL 60544 Agenda CALL TO ORDER PLEDGE TO THE FLAG ROLL CALL APPROVAL OF MINUTES Approval of the Minutes of the Plan Commission meeting held on March 2, 2021. 03-02-21 Plan Commission Minutes.pdf PUBLIC COMMENTS • Please email public comments to publiccomments@goplainfield.com, please note PUBLIC COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, March 16, 2021 at 3:00 p.m. • Village Meetings are livestreamed on the Village’s Website - https://plainfield-il.org/pages/agendasmeetings, click “in progress” when available. • Live meetings are broadcast on Comcast Channel 6 and AT&T U-verse Channel 99. DEVELOPMENT REPORT OLD BUSINESS CASE NUMBER: 1906-123020.TA REQUEST: Zoning Ordinance Text Amendments (Public Hearing) APPLICANT: Village of Plainfield Please email public comments to publiccomments@goplainfield.com, please note PUBLIC HEARING COMMENTS - PLAN COMMISSION in the email subject line. Comments must be received by Tuesday, March 16, 2021 at 3:00 p.m. Text Amendment Staff Report & Amendments.pdf 1 Plan Commission Page - 2 NEW BUSINESS CASE NUMBER: 1913-021121.FP REQUEST: Final Plat LOCATION: South of Lockport Street and East of Drauden Road APPLICANT: M/I Homes of Chicago LLC – Greg Collins Willow Run Staff Report & Plans.pdf CASE NUMBER: 1915-030921.FP REQUEST: Final Plat LOCATION: Northwest corner of 127th Street & Heggs Road APPLICANT: M/I Homes of Chicago LLC – Greg Collins Chatham Square Staff Reprot & Plans.pdf CASE NUMBER: 1916-031121.SPR REQUEST: Site Plan Review LOCATION: Plainfield Small Business Park (P3 Site) APPLICANTS: Village of Plainfield PEMA Staff Report & Plans .pdf DISCUSSION ADJOURN REMINDERS - April 5th - Village Board Meeting at 7:00 p.m. April 6th - Plan Commission at 7:00 p.m. 2 Plan Commission Record of Minutes Date: March 2, 2021 Location: Village Hall (Zoom Meeting) CALL TO ORDER, PLEDGE, & ROLL CALL Chairman Kiefer called the Plan Commission meeting to order at 7:29 p.m. immediately following the Zoning Board of Appeals meeting. ROLL CALL: Commissioners Heinen, Renzi, Ruane, Seggebruch, and Chairman Kiefer were present. Commissioners Minnis and Womack were absent. OTHERS PRESENT: Jonathan Proulx, Director of Planning; Jessica Gal, Associate Planner; and Yuchen Ding, Associate Planner. APPROVAL OF MINUTES The Minutes of the Plan Commission meeting held on February 16, 2021 were approved as presented. PUBLIC COMMENTS Chairman Kiefer stated no public comments were received via email. DEVELOPMENT REPORT The development report was given during the preceding Zoning Board of Appeals meeting. OLD BUSINESS No Old Business. NEW BUSINESS 1912-020921.SU.PP SWC OF RENWICK RD. AND ROUTE 59 ALPHALANDMARK LLC. / GENE KRIPAK Ms. Gal stated the applicant is requesting approval of a preliminary plat of subdivision and a special use permit for a mixed-use, age-restricted planned development on approximately 65 acres of land located at the southwest corner of Renwick Road and Illinois Route 59. The proposed development incorporates a mix of single-family homes, duplex homes, and four-plex homes adjacent to future commercial development along Route 59. The applicant presented a concept plan of the development to the Plan Commission and Board of Trustees in late 2020. Feedback from both the Plan Commission and Board of Trustees were incorporated and changes were made to the preliminary plat and planned development submittal. Ms. Gal reviewed the staff report dated March 2, 2021. Ms. Gal concluded Staff feels that the proposed development encourages a walkable neighborhood with high levels of social interaction and physical activity facilitated by the open space amenities provided. Although a higher density than intended by the land use designation, the comprehensive approach to land planning achieves many of the elements that would be desired by the Village and encouraged through the planned development process. In advance of such public comment and discussion by the Plan Commission, staff recommends approval. Mr. Proulx reviewed the public comments received (see attached). Mr. Proulx provided staff comments on the public comments concerns which include a landscape buffering, groundwater concerns, flooding of Renwick Rd., traffic impacts, and architectural compatibility. 3 Plan Commission Minutes March 2, 2021 Page 2 of 5 Chairman Kiefer swore in Gene Kripak, applicant; and Ron Adams, engineer. Mr. Kripak added that he has already met with potential commercial and senior housing developers but will need the residential to help support the commercial development. Commissioner Seggebruch is concerned about the water issues in the area. Commissioner Seggebruch asked if this development help fund the redevelopment of Renwick Rd. Mr. Proulx stated the Village asked for a volunteer $1,000.00 per dwelling unit to help with the regional stormwater issue and the applicant will be providing dedication for an easement for storm sewer. Mr. Proulx explained what the Village is doing more immediately to help with the groundwater issue in the area and stated that the development will also help with this issue. Commissioner Seggebruch asked if there is a difference on how the density is calculated for this project. Ms. Gal stated no it is still dwelling units per acre. Commissioner Seggebruch asked since there are no lots does the land go towards greenspace. Mr. Proulx explained how this project is like the Villas at Fox Run subdivision. Commissioner Seggebruch asked how the applicant will develop the subdivision and if it does not do well what is the applicant’s plan. Mr. Kripak stated the market research shows a pattern over the decades that there is a lack of this type of product. Mr. Kripak stated there is an accelerated pace for rentals for active adults. Mr. Kripak stated he has already had interest from developers for the residential and commercial parcels. Commissioner Seggebruch asked if the renters will be able to sublease their units. Mr. Kirpak stated they will not be able to sublease. Commissioner Seggebruch indicated if the senior living building does not happen, he would like to see that become commercial rather than multi-family. Mr. Kripak agreed with this comment. Commissioner Ruane agrees with Commissioner Seggebruch if the senior living building does not happen, he would also like to see that parcel become commercial. Commissioner Ruane asked for clarification regarding if all the units have 2-car garages, since the quartet have an elevation with a one- car garage. Mr. Kripak explained that only in the quartet unit there will be one unit with a one-car garage. Commissioner Ruane asked if those units will be a two-bedroom. Mr. Kripak stated it will be one- bedroom with a den and stated the plan provided needs to be modified. Commissioner Ruane is concerned that there is very little storage because there are no basements. Commissioner Ruane feels that a 20-foot driveway is not long enough to fit a car, since there is a lack of storage and it will force people to use the garage as storage. Commissioner Ruane suggest making the garage deeper, having basements, or having a greater front setback to solve the storage issue. Commissioner Ruane biggest concern is the stormwater management and wants to make sure that this development improves the existing issues. Commissioner Ruane asked why the cross-access easement into Harvest Glen was eliminated. Mr. Proulx stated it was explored with the applicant but since this is not a single-family detached ownership neighbor staff would not recommend for the cross-access easement. Mr. Proulx added that this development is age-restricted, and staff felt to an achieve a close knit and safe community eliminating the cross-access would allow for that to happen. Commissioner Ruane suggested vacating the street in Vintage Harvest and converted to a bike path. Commissioner Ruane asked for clarification if the development is age- restricted or age-targeted. Mr. Kripak stated age restricted. Commissioner Ruane feels there is a need for this type of development in the Village but would like to see the driveways extended. Commissioner Renzi asked if the management company will enforce no subleasing. Mr. Kripak confirmed and explained what State Law requires for age-restricted communities. Commissioner Renzi asked if the applicant would agree to a landscape berm along the Vintage Harvest subdivision. Mr. Kripak explained what is proposed on the landscape plan. Commissioner Renzi asked staff if they are supportive of the landscape that is proposed. Ms. Gal stated the stormwater management will play a big role in the landscape plan and they will ensure that there is cohesive look at final landscape review. Commissioner Renzi asked if there would be room in the right-of-way for deceleration lanes on Renwick 4 Plan Commission Minutes March 2, 2021 Page 3 of 5 Rd. Mr. Kripak stated the southern half of Renwick Rd. right-of-way was increased to accommodate the future proposed pedestrian trail. Commissioner Renzi asked staff if they agree with the proposed parking available in this development. Ms. Gal stated the proposed parking exceeds the parking standard and she understands the concern about the length of the driveways. Mr. Kripak stated he took into consideration all the comments from the concept plan review and made many modifications based on recommendations from the Village. Mr. Kripak stated that utility companies now prefer to locate the utilities in the front yard, so the carriage walks were eliminated to allow for parkways. Commissioner Renzi asked if this development was awarded any bonus density credits for the greenspace, a clubhouse, or best practices. Ms. Gal stated that since this is multi-family, she is not sure if historically the density bonus were used but would include this information for the Village Board. Commissioner Renzi stated this development looks very dense and asked staff if they agree to having sidewalks on one-side of the street. Ms. Gal stated yes and that with a plan like this will have different items competing for space, so do you have open space or more impervious area. Mr. Kripak stated the bulk and scale is different because these are all ranch homes. Mr. Kripak stated a shorter block and narrower streets force drivers to slow down. Commissioner Heinen stated most of his questions and comments have been already addressed but he wants to ensure that the ground water is properly managed. Commissioner Heinen stated he is in support of the Special Use and he appreciates that the comments and concerns were heard by the applicant during the concept plan review. Commissioner Heinen agrees with Commissioner Ruane’s comments regarding lack of storage and driveway lengths. Commissioner Heinen indicated there inconsistencies with pod A3 between the plat and the rendering. Commissioner Heinen is not in favor of private drives off of public roads and asked the applicant to reposition the units so there are no private drives in pods A2 and B. Mr. Kripak stated he will take this into consideration. Commissioner Heinen stated he wants the rear elevation of pods A2 and B that back up to Renwick Rd. to have better elevations. Mr. Kirpak explained what he has planned for units with rear elevations on Renwick Rd. Commissioner Heinen stated the divided medium for the clubhouse is not a functional. Mr. Kripak stated he agrees. Commissioner Heinen asked the engineer to address the drainage issues submitted by the public. Mr. Adams stated they have investigated the existing stormwater issues. Mr. Adams indicated that when the property is developed there will be detention and compensatory storage for the existing water issue. Mr. Adams stated that the water table on this property has been monitored for at least 12 years. Mr. Adams indicated that he would look at how the Villas at Fox Run lined there pond. Commissioner Renzi made a motion to adopt the findings of fact of staff as the findings of fact of the Plan Commission and, furthermore, recommend approval of the special use for mixed- use planned development to permit up to 105 single-family detached dwelling units, 72 single-family attached dwelling units, and 15 multi-family buildings with a total of 60 units, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Ruane. Vote by roll call: Heinen, yes; Seggebruch, yes; Ruane, yes; Renzi, yes; Kiefer, yes. Motion carried 5-0. Commissioner Heinen made a motion to approve the Preliminary Plat of Subdivision for Pavillion, a development with up to 105 single-family detached dwelling units, 72 single-family attached dwelling units, and 15 multi-family buildings with a total of 60 units, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 5 Plan Commission Minutes March 2, 2021 Page 4 of 5 Second by Commissioner Seggebruch. Vote by roll call: Renzi, yes; Ruane, yes; Seggebruch, yes; Heinen, yes; Kiefer, yes. Motion carried 5-0. 1914-022621.FP NORTH OF 127TH ST., WEST OF BOOK RD. M/I HOMES OF CHICAGO Mr. Proulx stated the applicant is seeking approval of a final plat for phase 2 of the Lansdowne development (formerly known as the Brummel farm), which encompasses the townhome portion of the project. The property was annexed in December 2017, and the preliminary plat was approved in November 2017. The final plat for Phase 1 (the single-family detached component) was approved in June of 2018, although the project has not yet proceeded to construction. The property owner is working with separate builders for the single-family and townhome portions and staff anticipates construction on the project to begin this year. Mr. Proulx reviewed the staff report dated February 26, 2021. Mr. Proulx concluded staff finds that the proposed Final Plat for phase 2 of the Lansdowne subdivision is consistent with the preliminary plat, annexation agreement, concept plan, and Village requirements. Subject to discussion by the Plan Commission, staff recommends approval of the final plat, subject to the noted stipulations. Chairman Kiefer swore in Vince Rosanova, attorney. Mr. Rosanova stated he has nothing further to add. Commissioner Heinen has no comments. Commissioner Renzi asked if Lansdowne Rd. is currently built. Mr. Proulx stated no it does not exist and the improvements to 127th St. could start as early as April. Commissioner Renzi is concerned since there are two developers working on this project to complete the construction on Lansdowne Rd. Mr. Rosanova stated 127th St. will start as early as May and the access points will be built by Pulte in the spring as well. Commissioner Renzi asked if the SSA covers the entire site. Mr. Rosanova confirmed. Commissioner Ruane has no comments. Commissioner Seggebruch asked how many units are in the townhome section and if that number has changed since initial approval. Mr. Rosanova stated 69 units and the unit count has not changed from the initial approval. Commissioner Seggebruch asked if Pulte will complete the infrastructure for the entire subdivision and if M/I will just be constructing the townhomes. Mr. Rosanova confirmed and added Pulte will be taking on the improvements to 127th St., too. Commissioner Ruane made a motion to recommend approval of the Final Plat for Phase 2 of the Lansdowne subdivision, subject to the following stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Second by Commissioner Heinen. Vote by roll call: Ruane, yes; Seggebruch, yes; Heinen, yes; Renzi, yes; Kiefer, yes. Motion carried 5-0. DISCUSSION No discussion. 6 Plan Commission Minutes March 2, 2021 Page 5 of 5 Chairman Kiefer read the reminders. ADJOURN Plan Commission meeting adjourned at 9:13 p.m. Respectfully submitted by Tracey Erickson Tracey Erickson Recording Secretary 7 8 9 From:Michelle Gibas To:Jonathan Proulx Cc:Tracey Erickson Subject:FW: Public Hearing Comments - Plan Commission Date:Tuesday, February 23, 2021 9:43:28 AM     From: Jeffrey Maliska <jeffrey.maliska@sbcglobal.net>  Sent: Monday, February 22, 2021 6:03 PM To: Michelle Gibas <mgibas@goplainfield.com> Subject: Public Hearing Comments - Plan Commission   Thank you to the Planning Commission for allowing comments or in my case, two questions. Vintage Harvest has a history of sewer drainage issues with a heavy amount of rain. With the field being developed, what impact (if any) will this have on our sewer flowage after rainfall? Lastly, what will the developer use along the property line with the subdivision to separate the properties (ie built up a berm with vegetation)? I appreciate your time. Jeff Maliska ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 10 From:Tracey Erickson To:Jessica Gal Cc:Jonathan Proulx Subject:FW: PUBLIC HEARING COMMENTS - PLAN COMMISSION Date:Thursday, February 25, 2021 2:53:56 PM From: Michelle Gibas <mgibas@goplainfield.com> Sent: Thursday, February 25, 2021 2:40 PM To: Jonathan Proulx <jproulx@goplainfield.com> Cc: Tracey Erickson <terickson@goplainfield.com> Subject: FW: PUBLIC HEARING COMMENTS - PLAN COMMISSION From: Mike & Tina Smiles <m.smiles@sbcglobal.net> Sent: Thursday, February 25, 2021 2:36 PM To: Michelle Gibas <mgibas@goplainfield.com> Cc: m.smiles@sbcglobal.net Subject: PUBLIC HEARING COMMENTS - PLAN COMMISSION Hello, I’m writing regarding the Pavilion Resort Community proposed for Route 59 and Renwick Road, of which I’m adjacent to. I’m curious as to what type of perimeter buffer is planned between my house at 24050 Simo Drive and the proposed development. I’d like to understand the construction schedule and how my property will be protected from construction debris. Thank you, Michael and Tina Smiles ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 11 From:Michelle Gibas To:Jonathan Proulx Cc:Tracey Erickson Subject:FW: PUBLIC HEARING COMMENTS - PLAN COMMISSION Date:Monday, March 01, 2021 10:13:03 AM -----Original Message----- From: Jennifer L. Cassells <cassells.jennifer@gmail.com> Sent: Sunday, February 28, 2021 10:31 AM To: Michelle Gibas <mgibas@goplainfield.com> Subject: PUBLIC HEARING COMMENTS - PLAN COMMISSION 1. How long to you anticipate construction to last? 2. Will it be a gated/fenced community? 3. Will they be using the current "No Outlet" portion of Burgandy Drive for ingress and egress of construction materials? (Or will any of the Vintage Harvest subdivision see construction traffic?) Neal and Jennifer Cassells Plainfield, IL 60586 ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 12 From:Michelle Gibas To:Jonathan Proulx Cc:Tracey Erickson Subject:FW: Pavilion proposed development Date:Monday, March 01, 2021 10:12:46 AM -----Original Message----- From: Daniel Mikuska <mikuska@att.net> Sent: Monday, March 1, 2021 8:45 AM To: Michelle Gibas <mgibas@goplainfield.com> Subject: Pavilion proposed development We would like to know if there will be some kind of landscape buffer between Vintage Harvest and the proposed development? Also, will this development help the ground water issues that Vintage Harvest has been complaining about. Regards, Vintage Harvest Resident Sent from my iPhone ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 13 From:Michelle Gibas To:Jonathan Proulx Cc:Tracey Erickson Subject:FW: Public Hearing Comments - Plan Commission Date:Tuesday, March 2, 2021 9:42:11 AM -----Original Message----- From: Janice Sullivan <jnj78@att.net> Sent: Monday, March 1, 2021 8:17 PM To: Michelle Gibas <mgibas@goplainfield.com> Subject: Public Hearing Comments - Plan Commission Questions regarding Pavillion Development 1. Will this development cause any additional water issues for Spangler’s Farm subdivision? 2. Will Burgundy Drive in Vintage Harvest access this development and if not what is the traffic impact to Renwick Road? 3. Will the commercial and senior campus entrance on Route 59 be a controlled intersection? 4. Will the architecture design follow the covenants of Vintage Harvest and Spangler’s Farm? Will the development be using brick and siding such as Hardie board? 5. Will the west entrance align with Weather Vane Way in Spangler’s Farm? What does the east entrance align with? 6. Will all ponds have aeration to prevent stagnant water? Janice and Gerald Sullivan Sent from my iPad ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 14 From:Michelle Gibas To:Jonathan Proulx Cc:Tracey Erickson Subject:FW: PUBLIC HEARING COMMENTS -- PLAN COMMISSION Date:Tuesday, March 2, 2021 2:38:12 PM     From: Connie & Dave <siehputz@gmail.com>  Sent: Tuesday, March 2, 2021 2:24 PM To: Michelle Gibas <mgibas@goplainfield.com> Subject: PUBLIC HEARING COMMENTS -- PLAN COMMISSION   CASE NUMBER: 1912-020921.SU.PP Pavilion Development   Plainfield Planning Commission,   We reside adjacent to this property in the northwest corner of Vintage Harvest.  This proposal has a stormwater detention area next to our backyard. We have attached an image showing the proposed property as it was in May 2020.   There is water all along the west side of this property from  Vintage Harvest to Renwick Rd. Normally if this field has major water we have 1-3 water pumps running.   When this field is dry there are no water pumps running. We are very concerned about what this proposed development will have to the impact of stormwater in Vintage Harvest. It was stated by the Staff/Engineering Department concerning stormwater that "off-site improvements" will be needed.  We wish more detail was included about this. We cannot approve this request until more info about a sound "stormwater" removal plan is provided.  This plan needs to address the existing "stormwater" issues in Vintage Harvest and how this new development affects that.   Thanks for your attention to this matter.   Constance Sieh David Putz   24258 Simo Dr ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 15 16 17 18 19 20 21 22 23 24 ARTICLE XI. - SIGNS Sec. 9-91. - Purpose and intent. These sign regulations are adopted for the purpose of: (1) Preserving, protecting, and promoting the public health, safety, and welfare; (2) Regulating outdoor advertising and signs of all types, in an effort to reduce visual confusion and restrict signs which increase the probability of accidents by distracting attention, obstructing vision, or otherwise affecting the public good; (3) Maintaining the inherent right of businesses to communicate reasonably and identify their products and services by promoting the reasonable, orderly, and effective display of signs and outdoor advertising; (4) Maintaining the inherent right of residents and organizations to effectively communicate through signage in a reasonable and orderly fashion; (5) Enhancing the physical appearance of the village; (6) Preserving the value of private property by assuring the compatibility of signs with surrounding land uses. (Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-92. - Sign permit applications. (1) Sign permit applications may be obtained from the following locations: a. Village of Plainfield Planning Department; b. Village website. (2) An application for a sign permit shall be made upon forms provided by the village and shall contain or have attached thereto the following information: a. Name, address, email address and telephone number of the applicant/ business; b. Name of the person, firm, corporation or association erecting the sign; c. A plat of survey showing the location of the sign structure to which or upon which the sign is to be installed; d. A drawing of the building elevation showing the location of the proposed wall sign;; e. drawing of the sign showing the method of construction and attachment to the building, other structure, or in the ground along with illumination specifications (if applicable); f. Written consent of the owner of the building, structure, or land to which or on which the sign is to be installed, if the applicant is not the owner; g. Such other information as the director of planning shall require to exhibit full compliance with this ordinance. (Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-93. - General sign standards. All signs hereafter constructed, erected, relocated or expanded shall comply with the following standards: 25 (1) Sign area (depicted graphically in Figure XI-2): a. Ground and projecting signs: The sign face area shall be calculated by determining the net rectangular area enclosing the sign face including the outer extremities of all letters, characters, and delineations. Architectural treatments surrounding the sign will not be counted as sign area, provided it does not exceed one hundred (100) percent of the total sign face. For double-faced signs only one face shall be considered in determining the sign area. b. Wall, window, awning and canopy signs: The sign face area shall be calculated by determining the area of the sign face including the frame, if any. The sign face area of wall, window, awning, or canopy signs consisting of individually- mounted letters shall be deemed to be the area of the smallest rectangular figure which can encompass all letters and graphics. (2) Setbacks: a. All ground signs shall be setback not less than five (5) feet from any lot line. b. Any such sign located on a corner lot shall not be located within the vision triangle as defined in section (3); c. Ground signs on adjoining lots must have a minimum separation distance of thirty (30) feet (See Figure XI-3. Ground Sign Separation). Lots that develop before their bordering lots shall locate their ground sign(s) in such a way as to provide an opportunity for the adjacent lots to erect a ground sign that meet this requirement. (3) Vision triangle. No buildings or structures shall be erected or maintained, nor any landscaping exceeding thirty-six (36) inches in height shall be grown or maintained within a triangular area determined by the following methods. a. Corner vision triangle: drawing a diagonal straight line connecting two (2) points measured along the property lines twenty (20) feet equidistant from the intersection of those property lines; b. Driveway vision triangle: drawing a diagonal straight line connecting two (2) points measured along the property line and the line along the edge of the driveway, private road, or alley ten (10) feet equidistant from the intersection of those lines; c. Walk path vision triangle (recommended): drawing a diagonal straight line connecting two (2) points measured along the property line and the sidewalk or path twenty (20) feet equidistant from the intersection of those lines. Figure XI-1, which illustrates the areas where signs are prohibited on corner locations, so as not to obstruct or obscure the vision of drivers of motor vehicles on either or both street(s). The restrictions do not apply to signs in the B-5 district. 26 Figure XI-1. Vision Triangle for Signs (4) Traffic safety. No sign shall be maintained at any location whereby reason of its position, size, shape, or color it may obstruct, impair, obscure, interfere with the view of, or be confused with any traffic control sign, signal, or device; or where it may interfere with, mislead, or confuse traffic. The decision on the determination of a traffic hazard shall rest with the police chief, fire chief, or the director of public works; (5) Illumination: a. Location/design. Wherever an external artificial light source is used to illuminate a sign, illumination shall be located, shielded, and directed so as to not be directly visible from any public street or residentially zoned property at grade level. All illumination shall be so designed, located, shielded, and directed as it illuminates only the sign face and to prevent the casting of glare or direct light upon adjacent properties or streets; b. Level of illumination. The intensity of illumination for the sign shall not be excessively bright and shall be even over the face of the sign with no bright spots; c. Hours of operation. Illuminated signs located on a lot adjacent to or immediately across the street from any residential district shall be turned off at all times between the hours of 11:00 p.m. and 7:00 a.m. Such signs may remain illuminated during such time as the activity to which the sign pertains is engaged if the hours of operation extend past 11:00 p.m. (6) Maintenance. The owner of a sign and the owner of the premises on which said sign is located shall be jointly and severally liable to maintain such sign or signs subject to the following standards: a. Signs shall be maintained in a neat and orderly condition and good working order, including illumination sources, at all times; 27 b. Signs shall be properly painted unless galvanized or otherwise treated to prevent rust or deterioration; c. Signs shall conform to maintenance provisions of the building and electrical codes as adopted by the Village of Plainfield. (Ord. No. 2615, §§ VI—VIII, 2-5-07; Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-94. - Exempt signs. Although no permit shall be required for exempt signs, such signs shall be subject to the provisions of this ordinance concerning installation, maintenance, size, style, location, and illumination. The following signs are exempt from permit requirements. (1) Address numerals. Street address numerals in conformance with village regulations; (2) Civic event signs: a. Temporary: A temporary sign advertising a community event. b. Permanent: May be located in any zoning district and shall be no taller than ten (10) feet from final grade to top of sign or larger than sixty (60) square feet. It must be located in a fully landscaped area. c. Approval: All civic event signs shall require approval by the village administrator, village president and board of trustees, the director of planning, or a designated agent; d. Installation: All signs shall be installed no earlier than one (1) one month before the event starts; e. Removal: All signs must be removed within twenty-four (24) hours of the end of the event. (3) Construction identification signs. Signs identifying the architects, engineers, contractor and other individuals or firms involved with the construction, or the purpose for which the building is intended, up to a maximum of thirty-two (32) square feet. Only one (1) sign is allowed per frontage per development. The sign shall be confined to the site of construction, and shall be removed within three (3) days after the beginning of the intended use of the project; (4) Informational signs. Not exceeding three (3) square feet per face, displayed on private property for the convenience of the public, including signs identifying restrooms, freight entrances, parking areas, parking lot directional signs, and the like; (5) Flags. Governmental, political, civic, philanthropic, educational, or religious organization flags and corporation flags are permitted subject to the following: a. Location and size. Flags shall not be larger than fifty (50) square feet per face, and shall not extend beyond the property line of the lot on which they are installed; Flagpoles, which are no taller than thirty (30) feet, shall not be located within any right-of-way; b. All flags shall be mounted on flagpoles, which shall not be above twenty-five (25) feet in height. The mounting of flags on light standards or other poles not expressly made as flag standards shall be prohibited; c. Number. No more than three (3) flags allowed per site. Of the three (3) allowable flags, only one (1) corporate identification flag is allowed on commercially zoned properties where there are two (2) or more flag poles. (6) Garage sale and open house signs. Garage sale and open house signs are permitted subject to the following regulation: a. Such signs shall not exceed three (3) square feet per face; 28 b. All signs shall not be put up more than twenty- four (24) hours prior to the event and must be removed upon the close of the event; c. Signs may be placed off-site on private property with the consent of the owner of the property on which the sign is placed; d. One (1) sign may be placed in the Village of Plainfield right-of-way in front of the house having the garage sale or in front of the house for sale; e. No more than four (4) such signs shall be erected and maintained per year. (7) Nameplates. (8) On-site directional signs. a. Area: No single directional sign shall exceed three (3) square feet in area; b. Height: Directional signs shall have a maximum height of five (5) feet; c. Illumination: Directional signs in the central sign district shall not be illuminated. (9) Plaques. Memorial plaques, cornerstones, historical plaques and similar designations displayed for non-commercial purposes; (10) Political signs. The following rules apply to signs identifying a political candidate, party, or issue subject to an upcoming election: a. Political signs shall have an area no more than thirty-two (32) square feet of total copy per zoning lot. No such sign shall exceed six (6) feet in height above grade; b. Political signs shall not be attached to fences, trees, utility poles or light poles, similar structures, or placed within the public right-of-way. Such signs shall not be erected within sight vision triangle areas or other areas where safety concerns exist. (11) Real estate signs: a. No more than one (1) sign identifying property for sale, rent, or lease shall be installed per street frontage; b. Small real estate sign: i. Small real estate signs are limited to sites one (1) acre or less; ii. No such sign shall exceed six (6) square feet per face; iii. No such sign shall be illuminated; iv. All such signs must be removed within seven (7) days after the closing of sale, rental, or lease of the property; c. Large real estate sign: i. Large real estate signs are limited to sites of greater than one (1) acre; ii. No such sign shall exceed ninety-six (96) square feet per sign face and ten (10) feet in height; iii. No such sign shall be illuminated; iv. All such signs must be removed within seven (7) days after the closing of sale, rental, or lease of the property; v. Only ground-mounted signs shall be permitted; (12) Sidewalk signs located within the central sign district. All sidewalk signs shall not obstruct pedestrian passage on the sidewalk; (13) Traffic, municipal, or emergency signs. Traffic or other municipal signs, legal notices, railroad crossing signs, danger, and such temporary emergency or non-advertising sign designed for 29 public safety or convenience that are either installed by the Village of Plainfield or the Illinois Department of Transportation or a designated agent or approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent; (14) Window signs. Window signs posted in public view shall not exceed forty twenty (4020) percent of each window or surface area through which or on which they are seen. Illuminated signs shall be no larger than six (6) square feet. (15) Signs inside a building, or other enclosed facility, which are not meant to be viewed from the outside and are located greater than three (3) feet from the window; (16) Building accents and decorations, art, and murals provided such signs do not contain any commercial messaging. (Ord. No. 2615, §§ IX—XII, 2-5-07; Ord. No. 2824, § I, 1-5-09; Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-95. - Prohibited signs. The following signs or specific locations are expressly prohibited: (1) Attention-getting devices;. (2) Pennant flags; (3) Inflatable signs, with the exception of balloons used in temporary situations that comply with the requirements in Section 9-101(7); (4) Blinking or flashing signs, or signs that display text or graphics in high- speed motion; (5) Mechanical movement signs, including revolving signs, or signs that have a rotating or moving part(s); (6) Feather signs; (7) Spinner signs or signs carried by human beings; (8) Box signs; (9) Signs which emit smoke, visible vapors, particulate matter, sound, odor, or contain open flames; (10) Signs incorporating skylights/searchlights, beacon, laser lights, or festoon lights; (11) Reflective signs or signs containing mirrors; (12) Backlit canopies or awnings; (13) Billboards or other similar large outdoor advertising devices; (14) Icon signs or three-dimensional statue, caricature or representation of persons, animals, or merchandise shall not be used as a sign or incorporated into a sign structure; (15) Pole/pylon signs, except those that are located in unified shopping and business centers; (16) Snipe signs, or signs attached to trees, utility poles, public amenities, fences, fire hydrants, streetlights, and so forth other than that have been approved by the village administrator, the village president and board of trustees, the director of planning, or a designated agent; (17) Window signs that exceed forty twenty (20) percent or six (6) square feet, whichever comes first, of each window or surface area through which or on which they are seen; ; (18) Outline lighting. Lighting around the perimeter of window openings with a visible source of light, such as neon, fluorescent, LED, or similar lighting source; (19) Signs painted directly on the exterior covering materials of any exterior wall of any building; 30 (20) Signs erected without the permission of the property owner, with the exception of those authorized or required by local, state, or federal government; (21) Off -premises signs that have not been approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent (See "Temporary sign standards" and Off-premises signs"); (22) Off-site directional signs; (23) Parking on public right-of-way, public property, or private property of any vehicle or trailer which contains signage for the purpose of advertising a product or service or directing people to a business or activity; (24) Portable wheel-mounted/trailer-mounted signs that have not been approved by the village administrator, village president and board of trustees, or a designated agent (See "Portable/ trailer signs"); (25) Signs that are above both top and bottom roof lines or parapet; (26) Sidewalk signs located outside of the central sign district; (27) Projecting signs located outside of the central sign district; (28) Signs placed in an easement, except as permitted under these regulations; (29) Signs placed in or over the public right-of-way, except as permitted under these regulations; (30) Signs that block fire escapes, exits, standpipes, stairways, doors, ventilators, windows, or similar opening; (31) Signs that advertise a home occupation; (32) Any sign determined to constitute a traffic hazard by reason of size, location, content, color, or type of illumination as determined by the police chief, fire chief, or the director of public works; (33) Signs which move or assume a non-stationary position by mechanical means except as otherwise permitted under these regulations or authorized by the village, or under normal wind current except flags, banners, and barber poles as regulated herein; Any other sign not expressly permitted by way of this ordinance shall be prohibited. (Ord. No. 2615, §§ XIII, XIV, 2-5-07; Ord. No. 2823, § III, 1-5-09; Ord. No. 3042, § II, 3-5-12; Ord. No. 3281, § III, 11-7-16; Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-96. - Removal/enforcement. (1) All prohibited signs and illegal signs must be removed within ten (10) days as of the date that written notice is sent to the owner by the Village of Plainfield. (2) All non-conforming signs, signs that compromise health, safety, or general welfare, or are otherwise in violation are subject to removal by public works department or code enforcement officials. (3) All non-conforming signs legally existing on the date of this ordinance shall be required to be removed or modified to conform to this ordinance only when: a. The building or store space within a building becomes vacant, non-conforming signage shall be removed or brought into conformance with these regulations within thirty (30) days of vacancy of the subject site or tenant space; b. The use or the ownership of the property or store space within a building changes; c. The sign structure is damaged or remodeled for over fifty (50) percent of its cost value; or 31 d. The sign was not legally in compliance with the previous ordinance. (4) Non-conforming signs may not be enlarged or replaced in their entirety but may be modified to more closely meet current sign regulations. (5) Signs placed in the public right-of-way without approval shall be subject to immediate removal without prior notice to the sign owner. (Ord. No. 3488 , § III (Exh. C), 10-5-20 Sec. 9-97. - Permanent sign standards. Permanent signage (excluding permanent "prohibited" and "exempt" signs) must satisfy all other sign ordinance requirements in addition to the following: (1) Permits for permanent signs shall be approved by the village administrator, village president and board of trustees, the director of planning, or a designated agent; (2) Only one (1) sign per lot at any one time unless otherwise allowed or indicated; (3) It must be safely anchored to the ground or building; (4) Internal electrical illumination is prohibited in residential districts; however, external illumination is allowed; (5) Permanent signs must be located on the premises of the permit holder unless otherwise indicated; (6) Name duplication: Signage proposed for any residential subdivision or business shall not duplicate or mimic any existing subdivision or business name within the Village of Plainfield's planning boundaries. Similar sounding or similarly spelled names may be denied at the discretion of the village planner or his/her designee. (Ord. No. 2797, § I, 10-20-08; Ord. No. 3488 , § III (Exh. C), 10-5-20) 32 Figure XI- 2. Measuring Sign Height and Sign Area Sec. 9-98. - Residential use signs. (1) Residential subdivision entrance signs. Subdivision developments shall be subject to the following terms and conditions: 33 a. Location: Entrance signs are only permitted in easements or out lots specifically designed for such structure. No more than one (1) structure shall be erected on each corner on the perimeter of the subdivision. The sign(s) shall not be located within the vision triangle; b. Style and size: Subdivision entrance sign shall be monument in style. The sign may contain a single sided message area containing not more than twenty (20) square feet. The message area shall only contain the name of the subdivision. The sign structure shall not be more than six (6) feet in height as measured from the fmal final grade for the structure's lot and shall contain no more than one hundred (100) square feet as determined by measuring the side of the structure fronting on a public street; c. Materials: The structure(s) may only be constructed of the following materials: brick, stone or other masonry materials, redwood, cedar or other high-quality hardwoods as deemed appropriate by the village staff. Lettering, ornaments, or other graphics on the structure must be constructed of stone, wrought iron, anodized aluminum, or engraved into a quality hardwood like redwood or cedar; d. Landscaping: The area surrounding the entrance sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face; e. Declaration of covenants/easements: There shall be prepared, enacted, and recorded a declaration of covenants to run with the land of the subdivision of which the easement is a part, which shall minimally: i. Provide for the organization of a homeowner's association which shall assess sufficient dues to provide for maintenance of the easement and structure; ii. Provide for the continued maintenance of the easement and structure; iii. Provide that the village has the right, but not the obligation, to enter upon the easement from an adjoining public street and demolish the structure if in the sole determination of the village the structure is not properly maintained. f. Name duplication: Signage proposed for any residential subdivision shall not duplicate or mimic any existing subdivision name within the Village of Plainfield' s planning boundaries. Similar sounding or similarly spelled names may be denied at the discretion of the village planner or his/ her designee; f.g. Illumination: Signage proposed for any residential subdivision may be externally illuminated via a spotlight or backlighting, so long as the illumination is amber or white in color. Illumination shall be designed to be unobtrusive and discreet. Signs of similar nature may be permitted at the discretion of the village planner or his/her designee. (2) Multiple-family developments: a. Location and size: For multiple-family dwellings containing at least six (6) units, a single permanent ground sign not exceeding thirty-two (32) square feet in sign surface and ten (10) feet in height from the fmal final grade for the structure' s lot will be allowed. Where a building abuts two (2) or more streets, additional such signage—one (1) oriented to each abutting street—shall be permitted. Any such multiple-family dwellings shall be permitted two (2) such signs along a street frontage when the frontage available exceeds six hundred (600) feet with a minimum distance of four hundred fifty (450) feet between each sign; b. Said sign(s) shall indicate only the name of the building, the management company thereof, and/or address of the premises; c. Style: Sign(s) must be monument in design; 34 d. Materials: The structure(s) may only be constructed of the following materials: brick, stone or other masonry materials, redwood, cedar or other high-quality hardwoods as deemed appropriate by the village staff. Lettering, ornaments, or other graphics on the structure must be constructed of stone, wrought iron, anodized aluminum, or engraved into a quality hardwood like redwood or cedar; e. Landscaping: The area surrounding the monument sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face; f. Illumination: Signage proposed for any residential subdivision may be illuminated via a spotlight or backlighting, so long as the illumination is amber or white in color. Illumination shall be designed to be unobtrusive and discreet. Signs of similar nature may be permitted at the discretion of the village planner or his/her designee. (3) Home occupations. Signage that advertises a business in a residential district is prohibited; (4) Restrictions. Permanent ground signs in residential zoning districts are prohibited in all instances except for subdivision signs, multiple-family dwelling signs, real estate signs, open house signs, garage sale signs for and uses such as churches, schools, government facilities, permitted business uses, and signage for any other uses that have been allowed through issuance of a special use permit. (Ord. No. 2797, § II, 10-20-08; Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-99. - Non-residential use signs. (1) Wall signs. Permanent wall signs shall be regulated as follows: a. Location: Permanent wall signs shall not extend above the roofline or beyond the corners of the building. In no case shall the wall sign extend more than twelve (12) inches from the wall to which the sign is to be placed; b. One rear sign per building or per unit shall be permitted on any commercial building that backs up to an internal commercial street. Rear signage on the rear of a commercial building that backs up to a residential development shall be prohibited. c. Number: i. Only one (1) permanent wall sign per building or retail unit of a building will be permitted except for corner locations or locations adjoining internal driveways or private streets where one (1) wall sign for each wall facing the public or private street will be permitted; ii. Retail establishments with a floor area in excess of forty thousand (40,000) square feet may identify the business and its major uses within the building with a maximum of four (4) wall signs on the primary facade. The village staff may approve up to two (2) additional wall signs for the primary facade depending on exceptional design conditions. The sum of all signs, regardless of number, may not exceed the total allowable wall sign area for the facade. d. Size: i. Permanent wall signage for buildings or units less than forty thousand (40,000) square feet shall not exceed one and one half (1.5) square foot of sign area for each one (1) foot of facade frontage and no edge of such sign shall come closer than two (2) feet from the edge of the facade on which it is installed; for the corner business units which may have side wall signage on buildings, it shall be in the same size with the front wall signage; rear wall signage on buildings shall 35 not exceed one (1) square foot for each two (2) feet of rear facade frontage; in no case shall any such wall sign exceed one hundred twenty (120) square feet in area; ii. Permanent wall signage for buildings or units between forty thousand (40,000) square feet and one hundred thousand (100,000) square feet shall not exceed one and three-quarters (1.75) of a square foot of sign area for each one (1) foot of facade frontage; in no case shall any wall sign exceed four hundred (400) square feet in area;; iii. Permanent wall signage for buildings or retail units over one hundred thousand (100,000) square feet shall not exceed two (2) square feet of sign area for each one (1) foot of facade frontage, in no case shall any wall sign exceed six hundred (600) square feet in area. e. Illumination: Internal or external illumination shall be allowed. (2) Ground signs. Permanent ground signs shall be regulated as follows unless otherwise indicated: a. Number: i. No more than one (1) permanent identification ground sign shall be installed per frontage per lot. If a lot has more than one (1) frontage, an additional permanent identification ground sign may be permitted, provided there is a minimum of eight hundred (800) feet of separation between the ground signs as measured along the right-of-way line (Figure XI-3. Ground Sign Separation); ii. No more than one (1) preview board and one (1) menu board ground sign shall be installed for any establishment granted a special use for a drive through facility. Preview boards are limited to twenty (20) square feet using the same materials as the building it is advertising and shall adhere to the requirements in subsection (c) of this section. Menu boards shall adhere to the requirements in subsections (b) and (c) of this section. b. Size and style: Permanent ground signs shall be monument in style, no more than ten (10) feet in height as measured from the final grade for the structure's lot or the grade of roadway, whichever is higher, and. The sign face area shall not be no more than forty- eight (48) square feet in area nor occupy less than fifty (50) percent of the total area of the sign structure. The sign structure(s) shall incorporate materials similar to the building it is advertising. c. Landscaping: Permanent ground signs shall be landscaped at their base in a method harmonious with the landscape concept for the whole site. Landscaping shall form an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face. 36 Figure XI- 3. Ground Sign Separation The figure illustrates the separation between two (2) ground signs on a single development (e.g. multi-family residential building, unified business center, PD) when the site has frontage along two (2) public roads. (3) Attached canopy signs. A canopy without lettering or other advertising shall not be regulated as a sign. Lettering and business logo may be affixed to any permissible canopy subject to the following regulations: a. A canopy sign and its structure shall not extend above the roofline or beyond the corners of the building A canopy sign shall not extend outside the overall length or width of the canopy. However, a canopy sign may extend above or below the canopy, provided the clearance height is met; b. Canopy signs shall be centered within or over architectural elements such as windows or doors; c. Style. The color of the canopy shall be compatible with the overall color scheme of the facade; d. Size: i. No portion of any canopy sign shall be lower than nine (9) feet above ground level; ii. No portion of a canopy shall be permitted to extended beyond any point that is less than four (4) feet from the curb line; iii. Lettering shall not be taller than two (2) feet; iv. Width of lettering shall not be wider than seventy-five (75) percent of the canopy width; No more than one (1) canopy sign shall be allowed per street frontage and shall be limited to the business name and/or logo; e. Illumination: A canopy sign may be externally or internally illuminated. However, it shall not be internally illuminated in the central sign district. (4) Awning signs. An awning without lettering or other advertising shall not be regulated as a sign. Lettering and business logo may be painted or otherwise affixed to any permissible awning subject to the following regulations: a. Lettering and business logo shall not project above, below, or beyond the physical dimensions of the awning, provided that a nameplate or identification sign not exceeding 37 two (2) square feet in area may be suspended, perpendicular to the building wall, from any permissible awning; b. Lettering and business logo shall not be larger from top to bottom than nine (9) inches. Such lettering or logo shall be the minimum necessary to identify the name of the business, type of business, or address. If, however, the awning is to be used as primary signage for the site, area limitations shall be consistent with wall sign requirements; Figure XI- 4. Signage on Awnings c. Lettering shall denote nothing other than the type or name of business conducted on the premises and the address of the business; d. Lettering and business logo shall be permitted either on the front awning flap or on both sides; e. The maximum area of awning signage (lettering and logo) may not exceed the maximum allowed for wall sign areas. Awning signage shall be counted against permitted total wall sign area; f. Awnings shall be tailored to serve the opening into the building and positioned so that distinctive architectural features remain visible; g. Style: i. Colors of awnings shall be solid or striped; ii. The color of the awning shall be compatible with the overall color scheme of the facade; iii. Awnings shall be constructed out of canvas or canvas-like material, unless other material is approved by the village staff; h. Height: No part of the awning shall be lower than seven feet (7) feet above ground level, as measured from its lowest point; i. Backlit, metal, and vinyl awnings shall be prohibited in the central sign district. 38 (Ord. No. 2615, §§ XV—XIX, 2-5-07; Ord. No. 2797, § IV, 10-20-08; Ord. No. 3112, §§ I, II, 6- 3-13; Ord. No. 3488 , § III (Exh. C), 10-5-20) Sec. 9-100. - Special signs, districts and uses. (1) Permanent electronic message signselectronic message centers: a. Electronic message centers shall encompass tri-vision signs, digital programmable ink signs, video/LED (light emitting diode) signs, LCD (liquid crystal display) signs as well as any other sign with a static, animated, or intermittent display; a.b. Electronic message centerssigns may be incorporated into a single- or multi-tenant monument-style ground sign face such that the electronic dynamic message sign face shall not exceed twenty-four (24) square feet in size nor occupies less than fifty (50) percent of the total area of the sign face;. b.c. The sign message shall periodically include information such as time, temperature or other messages of interest to the traveling public. d. The sign message shall not consist of flashing, oscillating, chasing or animated lights, and shall not change more frequently than once every two (2) seconds. The sign shall not consist of animation, flashing, oscillating, chasing, or animated lights, and shall not change more frequently than once every five (5) seconds; e. Electronic message centers will require a minimum of four hundred (400) feet of separation so as not to distract drivers; f. Audio and/or pyrotechnics shall be prohibited; g. Electronic message centers that contain digital displays: i. Shall be installed with a dimmer control; ii. The average intensity of the digital display shall not exceed the levels specified in the chart below: Intensity Level (NITS) Daytime Nighttime 5,000 1,750 The sign structure shall conform to all applicable regulations as specified in this ordinance. h. The sign structure shall conform to all applicable regulations as specified in this ordinance. (2) Permanent manually changeable copy signs: a. Changeable copy may be incorporated into a single or multi-tenant ground sign face; b. A changeable copy face that has been incorporated into a single-tenant sign face may not exceed fifty (50) percent of the total area of that ground sign face; c. Changeable copy on a ground sign face shall be proportional to the entire sign face and shall be integrated into the ground sign face; d. Lettering of changeable copy shall be of a single, simple, easily legible lettering style and shall be uniform in color and in size throughout the changeable copy portion of the ground sign. 39 Map XI-1. Central Sign District (3) Central sign district. The central sign district is intended to recognize the unique character of development within its boundary by providing signage controls commensurate with historic commercial development. This area generally is developed with historic commercial structures on small lots. The area approximating the boundaries of the central sign district of the village is generally the central business district and is illustrated in Map XI-1. a. Requirements: A sign located within the central sign district boundaries must satisfy all other sign ordinance requirements in addition to the following: i. All permanent signs must be designed to be an integrated feature of the unique building style. The size, color, and placement of each sign must be compatible with the historic character of the district, and shall not obscure or interfere with any distinctive architectural elements of the building or elements of the streetscape; ii. Either one (1) ground sign or one (1) wall sign along with one (1) projecting sign per building or store unit will be permitted; iii. External illumination and neon shall be permissible. Illumination shall be designed to be unobtrusive and discreet; iv. Internally illuminated signs generally shall be prohibited. For buildings in excess of five thousand (5, 000) square feet that are not identified on the Historic Urban Survey as recommended for local landmark status nor identified as contributing to a local historic district, internal illumination may be permitted at the discretion of the village staff, provided it meets the following standards: 1. Only white illumination is permitted; 40 2. Illumination shall be designed to be halo lit in style; 3. Light intensity shall be limited to one hundred ( 100) NITS; 4. Appeals of the determination may be made to the Historic Preservation Commission pursuant to Section 9- 149 of the Zoning Code. b. Ground signs: i. In the central sign district, a permanent ground sign shall be a maximum of four (4) feet from final grade in height and twenty (20) square feet in area; ii. Freestanding post and panel signs shall be permitted in addition to monument signs with compliance with landscaping and setback requirements. c. Projecting signs: i. Projecting signs shall only be allowable in the central sign district; ii. Signs shall be not larger than twelve (12) square feet in area or not more than four (4) feet along any exterior dimension; iii. Projecting signs shall not project more than seven (7) feet from the building; iv. No part of the sign shall be lower than nine (9) feet or higher than thirteen (13) feet above ground level, as measured from its lowest point; v. Projecting signs shall not be internally illuminated. External illumination (such as floodlighting or indirect lighting) shall be designed to be unobtrusive and discreet. d. Alleyway signs: i. Alleyway signs shall only be allowable in the central sign district; ii. Alleyway signs shall comply with all other sign ordinance requirements in regard to sign type, sign size, sign projection, and sign location; iii. Should an alleyway sign be erected, appropriate action must be taken to make the area more pedestrian friendly and safe. Applicants will be required to install additional lighting, a decorative doorway/ entrance, and appropriate demarcations as determined by the village planner and/or his/her designee. e. Sidewalk signs: i. Sidewalk signs shall be allowed only in the central sign district; ii. The sign shall be A-frame in style, no larger than twelve (12) square feet, and no higher than four (4) feet in height; iii. The sign location shall be restricted to the area immediately in front of the business, shop, or property which is being advertised; iv. The sign shall be located in an area so as to not impede the flow of pedestrian traffic or obstruct the view of vehicular traffic; v. The sign shall be removed at the end of each business day. (4) (4) Business transition district. The business transition district is intended to provide for the conversion of existing residential structures to low intensity professional and commercial uses on properties located along arterial streets and/ or within a business district while still maintaining the existing, often historic, character of the neighborhood. Permanent signage in this district shall be permitted in accordance with the central sign district provisions with the following exceptions: a. Only ground signs shall be permitted. Ground signs shall be set back a minimum of five (5) feet from all property lines as measured to the nearest point of the sign and shall be located in front or comer side yards. Ground signs shall be landscaped to buffer and minimize the visual impact of the signs; 41 b. No internal illumination, neon, or other gas tube illumination shall be permitted; c. ExtemallyExtremally illuminated signs shall not project glare beyond the lot lines. (2)(5) Governmental facilities and churches. Permanent ground signs for governmental facilities and churches shall be regulated as follows: a. Signs must be monument style with materials to match or complement the building facades. Park sites shall be exempt from this requirement and may utilize pole-mounted signage; b. Landscaping must be provided per the requirements set forth for ground signs in section 9-99(2) of this ordinance; c. Governmental facilities with sites of up to ten (10) acres in area shall not exceed (48) square feet of sign area and ten (10) feet from final grade in height; d. Governmental facilities with sites of up to twenty (20) acres in area shall not exceed eighty 80) square feet in sign area and twelve (12) feet from final grade in height; e. Governmental facilities with sites of more than twenty (20) acres in area shall not exceed one hundred (100) square feet in sign area and twelve (12) feet from final grade in height; f. Churches with sites of less than four (4) acres in area shall not exceed twenty- four (24) square feet in sign area and six (6) feet from final grade in height; g. Churches with more than four (4) acres in area shall not exceed forty- eight (48) square feet in sign area and six (6) feet from fmal final grade in height. (3)(6) Specific commercial uses: a. Design criteria for shopping centers, unified business centers, multi -tenant office or courtyard development, or industrial developments; i. All unified shopping and business centers shall submit a written sign criterion that will be used to carry out the intent of the sign proposal required in this section. Upon approval by the village administrator, the village president and board of trustees, the director of planning or a designated agent, this criterion shall be used in addition to the following guidelines to evaluate the design of all new signs in the business center; ii. There shall be architectural harmony and unity of signs within a unified business center on a property. Sign type, color scheme, lettering, size, placement of the sign, number of the lines of copy. and illumination shall be coordinated and shall be compatible with the architecture of the center; A sign proposal containing all of these factors in scaled elevation drawings shall be submitted to the planning department; iii. Permanent ground signs identifying shopping centers, unified business centers, or multi-tenant office or industrial developments shall be monument or pylon in style and shall identify the name of the center or complex and the tenants within the complex; iv. Permanent wall signs for individual tenants in shopping centers and business centers shall be in harmony with the overall architectural concept for the site and be compatible with each other and with the building facades. Separate permanent wall signs shall be located uniformly on a sign frieze, canopy, or other appropriate architectural element constant with the architectural concept for the center as a whole and shall be adequately separated from one another. b. Shopping centers and unified business centers. Permanent ground signs in shopping centers and unified business districts shall be regulated as follows: 42 i. Signs for sites of up to four (4) acres in area shall not exceed sixty (60) square feet of sign area and ten (10) feet in height; ii. Signs for sites of more than four (4) acres but less than eight (8) acres shall not exceed eighty (80) square feet of sign area and twelve (12) feet in height; iii. Signs for sites of more than eight (8) acres in area shall not exceed one hundred twenty (120) square feet and fifteen (15) feet in height; iv. One (1) permanent ground sign per street frontage shall be permitted; v. Permanent ground signs shall be monument or pylon in style and shall be surrounded by masonry or other architectural materials to match the building facade; vi. Individual tenants of multi-tenant retail center shall not be permitted individual ground signage. c. Multi -tenant office or industrial development. Permanent ground sign face area for multi- tenant office or multi-tenant industrial developments shall be regulated as follows: i. Sites with less than five (5) acres in area shall not exceed eighty (80) square feet of sign area and twelve (12) feet in height; ii. Sites with more than five (5) acres in area shall not exceed one hundred twenty (120) square feet in sign area and fifteen (15) feet in height. d. Gasoline stations. No more than one price sign per street frontage with a maximum sign area of twenty (20) square feet per face shall be allowed. Such signs shall be incorporated in the design and made an integral part of the permanent ground sign permitted in this ordinance; e. Courtyard development. All courtyard development signage shall be unified and shall face the central public space, pedestrian access way or public parking area serving the overall development. This signage would be in lieu of any other wall signage facing a public oadwayroadway. Signage for such developments shall be uniform in style. The village planner or his/her designee shall have final say over whether the proposed development meets the requirements of a courtyard development; (4)(7) Village approved sign plazas. Village approved sign plazas located within the Village of Plainfield rights-of-way shall be allowed. Signs shall conform to the standards as outlined in the approved agreement governing their existence and shall be allowed under this ordinance so long as an approved agreement is in effect; (8) Animated signs. Animated signs shall encompass tri-vision signs, digital programmable ink signs, video/LED (light emitting diode) signs, LCD (liquid crystal display) signs as well as any other sign with a static, animated, or intermittent display. a. The sign shall not exceed twenty-four (24) square feet in size. b. The sign shall not consist of animation, flashing, oscillating, chasing, or animated lights, and shall not change more frequently than once every eight (8) seconds. c. Signs will require a minimum of four hundred (400) feet of separation so as not to distract drivers. d. Audio and/ or pyrotechnics shall be prohibited. e. LED/video signs: i. All LED/ video signs shall be installed with a dimmer control. ii. The average intensity of the LED display shall not exceed the levels specified in the chart below: 43 Intensity Level (NITS) Daytime Nighttime 5,000 1,750 (Ord. No. 2742, § I, 3-17-08; Ord. No. 2797, § III, 10-20-08; Ord. No. 3488 , § III (Exh. C), 10- 5-20) Sec. 9-101. - Temporary sign standards. (1) General standards for temporary signs. Temporary signs must satisfy all other sign ordinance requirements in addition to the following: a. Permits for temporary signs shall be approved by the village administrator, the village president and board of trustees, the director of planning, or a designated agent. b. Only one (1) per lot at any one time unless otherwise allowed or indicated; c. It must be safely anchored to the ground or building; d. Electrical illumination is prohibited in residential districts (except for temporary subdivision project signs); e. Display of temporary signs shall be limited to twenty-one (21) day periods and is limited to five (5) such periods in a calendar year unless otherwise specified; f. Each subsequent twenty-one (21) day period of display requires renewal of the permit, which requires re-submittal of the application form, payment of applicable fees, and approval by the village; g. Display of a temporary sign for less than twenty-one (21) days shall count as the full twenty-one (21) days; remaining days from a previous display period may not be applied to subsequent display periods; h. Temporary signs must be located on the premises of the permit holder unless otherwise indicated or allowed pursuant to this ordinance or to the permit application. i. Temporary signs are limited to thirty-two (32) square feet. (2) Promotional signs. Promotional signs shall conform to all relevant specifications regarding size and location with respect to sign type as defined in this ordinance. Such signs shall be prohibited in residential districts. Such signs shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see "Temporary sign standards"). (3) Model homes. Promotional signs and flagpole flags may be used by builders and developers to attract potential customers to model homes. Such devices shall be used to bring people into an area and navigate them through the area. All promotional signs and flagpole flags allowed herein shall be allowed until the day the final property is sold. Those that fail to comply with these regulations will be subject to penalties and fines as ordered by a village administrator or a designee. a. Prohibited signs. In accordance with the rest of the sign code, all streamers, decorative ribbons, garland, string pennant flags, feather signs, and other attention getting devices will be strictly prohibited. 44 b. Subdivision containing model homes. i. A temporary and communal ground sign may be permitted at the major entrances to the subdivision accommodating the model homes. Each sign may be up to forty-eight (48) square feet in area, and no more than ten (10) feet in height. This entrance sign will need to comply with the setbacks and vision triangle as outlined in section 9-93, General sign standards. This sign will remain generic as it will represent the multiple builders/developers that have model homes within the subdivision. ii. Smaller A-frame signs will be permitted throughout the subdivision for different builders/developers at key points determined by builder/developer to avoid cluttering and adversely affecting those that live in or visit the area. These locations may be changed by a village administrator for aesthetic or safety reasons. The signs shall be maintained based on the following standards: 1. The number of A-frame signs per builder per subdivision will be no more than three (3); 2. Signs must be in the public right-of-way and cannot exceed thirty-six (36) inches (three (3) feet) in height; 3. The sign shall be no larger than six (6) square feet in area; 4. Signs may be erected at 6:00 a.m. and must be removed at the end of each business day or at 6:00 p.m., whichever is first. c. Front elevation. i. No more than two (2) flags of the builder' s choice (in accordance with the rest of the sign code) will be allowed in the front yard of the model home outside of the public right-of-way. 1. Flag size will be limited to fifteen (15) square feet (standard American flag is three (3) feet by five (5) feet). 2. Flag pole will be restricted to twenty-five (25) feet in height. ii. A semi-permanent sign may be erected in the front yard in addition to the flag poles for further attraction and must be located outside of the public right-of-way. 1. This sign may be no larger than sixteen (16) square feet. 2. This sign may be double sided. d. Rear and side elevations. A banner or semi-permanent sign will be permitted on the rear or side elevation of the house only if it fronts a collector street, minor arterial street, major arterial street, or freeway/expressway. i. Banners will be rectangular in area and limited to sixty (60) square feet. Banners must be anchored to the model home. ii. Semi-permanent signs will be limited to thirty-two (32) square feet in area and ten (10) feet in height. 1. They will be located outside of the public right-of-way and vision triangle section 9-93, General sign standards). 2. These signs may be double sided. e. Vacant lots. Vacant lots will be allowed two (2) signs: One (1) realtor sign and one (1) builder sign, each not to exceed ten (10) square feet. (4) Grand opening signs. Grand opening signs shall be regulated as follows: 45 a. The grand opening period shall mean the thirty (30) day period immediately after the opening of a new business or the reopening of a business which has been closed for a period of sixty (60) consecutive days; b. Grand opening signs shall be permitted only once for a maximum period of fourteen (14) days during the grand opening period of which all fourteen (14) days shall be consecutive; c. Grand opening signs shall be prohibited on any property where there is a residential use; d. A grand opening sign permit shall be exempt from the five (5) temporary sign permits per year restriction; e. The following grand opening signs shall be permitted: i. One (1) cold-air inflatable balloon device; and ii. One (1) ground sign not to exceed forty-eight (48) square feet; or iii. One (1) banner not to exceed forty-eight (48) square feet; f. A maximum of two (2) such devices shall be allowed per lot with no more than one device being a balloon; g. The application for a permit for a grand opening balloon must meet the following minimum requirements: h. For balloon signs, the applicant shall pay a refundable deposit of one hundred dollars (100.00) made payable to the Village of Plainfield as a condition precedent to the issuance of the permit. In the event the inflatable device is not removed within the time period specified on in the permit, the applicant shall forfeit the deposit; i. The top of the device shall not be more than forty (40) feet from the public right- of-way; ii. The device shall be set back at least twenty-five (25) feet from the public right-of- way; iii. Any advertisements or signs attached to such device shall not exceed thirty-two (32) square feet in area; iv. Compliance with safety measures prescribed by the planning department; v. Permit applicants for grand opening balloons in unified business centers, multi- tenant office buildings, or shopping centers must furnish a statement from the property owner consenting to a seven (7) day "rest period" between installation of balloons for units/ tenants within the shopping center or building; vi. Under no circumstances shall balloon permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center; vii. Within twenty-four (24) hours after the expiration of the grand opening permit, all grand opening signs shall be removed from the premises. (5) Special event signs. The following regulations shall apply to special event signs: a. Special event signs shall conform to all relevant specifications regarding size and location with respect to sign type as defined in this ordinance; b. The director of planning or a designated agent shall determine the permitted number, size, height, location, and construction, including consideration for approval of pennant flags for approved special events, with consideration given to the public safety and signage reasonable, necessary, and appropriate for the intended purpose; 46 c. Any special event sign which is permitted to extend over or onto a public right-of-way shall be erected and maintained in such a manner as to not interfere or obstruct access, activity, or vision along any such public right-of-way; d. Special event signs shall be erected and maintained for a period of time as approved by the village and shall be removed within twenty-four (24) hours of the end of the event. (6) Off-premises signs. a. The display of off-premises signs is limited to commercial zoning districts outside of the central sign district. b. Off-premises signs may only advertise a use, business, commodity, service, or activity offered on those properties that are adjacent to or in the same subdivision as the property on which the off-premises sign is to be installed. c. Off-premises signage shall conform to the relevant specifications regarding size and location with respect to sign type as defined in this ordinance. d. Applications for an off-premises sign must be accompanied by a letter of consent from the owner of the property on which the sign is to be installed. e. Such signage shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see "Temporary sign standards"). (7) Balloon signs. a. Balloon signs shall be allowed in commercial zoning districts outside of the central sign district. b. Permit applicants for balloon signs in unified business centers, multi -tenant office buildings, or shopping centers must furnish a statement from the property owner consenting to a seven (7) day "rest period" between installation of balloons for units/tenants within the shopping center or building. c. Under no circumstances shall balloon permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center. d. The application for a permit for a balloon sign must meet the following minimum requirements: i. The applicant shall pay a refundable deposit of one hundred dollars ($100.00) payable to the Village of Plainfield as a condition precedent to the issuance of the permit. This payment shall be made in addition to and separate from payment of applicable fees for temporary signage; ii. Compliance with safety measures prescribed by the planning department; iii. Within twenty-four (24) hours after the expiration of the grand opening permit, the balloon shall be removed from the premises; iv. In the event the device is not removed within the time period specified on in the permit, the applicant shall forfeit the deposit. e. Display of all balloons is limited to fourteen (14) days. f. No deposit shall be required for non-inflatable icon signs. (8) Subdivision project signs. Subdivision project signs displaying the name of the project, date of completion, amenities, etc., may be erected and maintained as ground signs on the subject property/parcel and shall be removed within two (2) years of the issue date of the permit. A twelve (12) month extension may be granted upon request and with the approval of the village administrator, the village president and board of trustees, or a designated agent. a. Size: 47 i. One (1) subdivision project sign of up to two hundred (200) square feet in area and twenty (20) feet in height may be permitted for subdivision projects with a site area of twenty (20) acres or larger; ii. One (1) subdivision project sign of up to three hundred (300) square feet in area and twenty-five (25) feet in height for projects of eighty (80) acres or more which front on an Interstate highway may be permitted. b. Illumination: Illumination of subdivision project signs shall be designed to be illuminated internally or by concealed fixtures so that no reflectors, extension arms, or fixtures are visible from the street. Illumination shall be designed to be unobtrusive and discreet. c. Landscaping: Subdivision project signs shall be landscaped with plants and shrubs to soften the visual impact. A landscape plan shall be submitted for village approval with the proper sign permit application prior to installation of project identification signs. (9) Banners. a. All applications for banners shall be subject to review and approval by the village administrator, or the village president and board of trustees, or a designated agent. b. Civic banners shall be allowed on street lights and poles only if they contain the village logo, seasonal messages, or if they are announcing a community event or special occasion. c. Civic banners shall be erected and maintained for a period of time as approved by the village administrator, the village president and board of trustees, or a designated agent. d. One (1) advertising banner shall be allowed per wall of a commercial building that fronts a public street only if it advertises a temporary special on-site or adjacent site promotion or sale. e. Advertising banners shall be displayed for the length of time of display for temporary signs as set forth in this ordinance (see " Temporary sign standards"). f. Banners that are used as interim wall signs shall be permitted until the date that the permanent wall sign is installed and shall be exempt from the five ( 5) temporary sign permits per year restriction. Such interim wall signs shall be permitted for a maximum period of fourteen (14) days. (10) Trailer-mounted/wheel-mounted signs. a. Display of trailer-mounted or wheel-mounted signs shall conform to the provisions set forth in this ordinance regarding size, height, and location with respect to ground signs. This shall be in addition to the provisions set forth in this section. b. Display of trailer-mounted or wheel-mounted signs is limited to two (2) display periods per calendar year, which shall last for the length of time specified in this ordinance and may be consecutive (see "Temporary sign standards"). c. Permit applicants for such signs in unified business centers, multi-tenant office buildings, or shopping centers within the specified areas of display must furnish a statement from the property owner consenting to a seven (7) day "rest period" between installation of such signs for units/tenants within the shopping center or building. d. Under no circumstances shall permits be issued simultaneously for businesses within the same unified business center, multi-tenant office building, or shopping center. e. The display of trailer-mounted or wheel-mounted electronic message signs is limited to the following areas: i. Commercial and industrial properties abutting Route 59 starting at the centerline of Route 126 and extending north to the northern village limits; 48 ii. Commercial and industrial properties abutting Route 59 starting at the centerline of Newkirk Drive and extending south to the southern village limits; iii. Commercial and industrial properties abutting Route 30 starting at the centerline of Lockport Street and extending north to the northern village limits; iv. Commercial and industrial properties abutting Route 30 starting at the centerline of Renwick Road and extending along Route 30 to the centerline of Spangler Road; f. Trailer-mounted or wheel-mounted electronic message signs shall conform to Federal Highway Administration and State of Illinois Department of Transportation regulations, and ll all applicable village ordinances regarding illumination and message change intervals. (Ord. No. 2670, § I, 8-6-07; Ord. No. 2824, § I, 1-5-09; Ord. No. 3042, § III, 3-5-12; Ord. No. 3488 , § III (Exh. C), 10-5-20) 49 (9) [Mobile food units.] Mobile food units shall be permitted pursuant to the following requirements and limitations: a. Definition:. A mobile food unit shall be an establishment that is vehicle-mounted or motorized to be readily movable with a commercial license and shall be used solely for mobile food and beverage vendors. b. Applications: i. All mobile food unit operators must obtain a business license from the village building department. As a condition of receiving a business license, the mobile food unit operator must submit approval documents issued by the applicable (Will or Kendall County) Health Department and (Plainfield or Oswego) Fire Protection District, a certificate of commercial general liability insurance with limits of lot not less than $1,000,000 per occurrence, as well as provide proof of the required sales tax registration with the State of Illinois. ii. For parked/stationary mobile food units, the host location (host business or property owner/property manager) of the mobile food unit must obtain a site permit from the village planning department after receiving the approval of a business license from the village building department. iii. Mobile food unit applicants shall submit a written consent document from the owner or manager of the proposed private non-residential lot location with an illustrative location map to demonstrate the compliance with the siting requirements explained in Item c to the village planning department along with a completed site permit application form. iv. Mobile food unit applicants proposinged to operate in residential subdivisions shall reach out to the subject Homeowner Association (HOA) and receive a written consent document from the HOA prior to being reviewed by the village planning department. v. Each approved site permit shall only apply to one (1) mobile food unit applicant for one (1) period of business at the proposed location. Any continuation of the current business being run at the same location run after the end of the validity permit or any changes to the business plan shall require the mobile food unit applicant to submit a new site permit application package to the village planning department for review. The new site permit shall require the applicant to comply with the rest hours and accrual requirements explained in Item d. vi. For special events held regularly by public or non-profit organizations, event organizers or mobile food unit applicants may apply for an annual permit throughby submitting one (1) site permit application listing all event dates and locations in the calendar year. Applicants shall submit a new application for review if the approved event plan is changed. vii. Mobile food units may not be operated until all the approval documents are issued. c. a.Zoning Districts and Locations: i. Mobile food units are allowed in the zoning districts identified in Table II-1. i. Mobile food units are allowed in the zoning districts identified in Table II-1.Unless expressly authorized by the village administrator or designee, mobile food units are prohibited from operating in a parked/stationary 50 manner in the public right-of-way or public property, for example, in on-street public parking spaces. Anticipating exceptions include operation during special events approved by the village. i. ii. Unless expressly authorized by the village administrator or designee, mobile food units are prohibited from operating in a parked/stationary manner in public rights-of-way or public properties, for example, in on-street public parking spaces. AnticipatingAnticipated exceptions include operation during special events approved by the village administrator or designee. iii. Mobile food units may park on private rights-of-way or in residential subdivisions with written consent, but shall not block entrances, sidewalks, bike lanes, driveways, fire lanes, or traffic flows on private properties. iv. A trash receptacle and a recycling receptacle shall be equipped within twenty (20) feet from a mobile food unit. v. Mobile food units shall park on a paved surface only such as concrete, bricks, andor asphalt, and shall not park on unpaved surfaces such as gravel, mud, or grass. vi. No tables and chairs or non-disposable containers, plates, andor utensils shall be provided by mobile food unit vendors for customers. vii. Mobile food units are prohibited as a principal use and shall not be operated on a vacant public or private property. viii. Unless expressly authorized by the village administrator, or designee, or received written consent letter from the nearby businesses, mobile food units in non-residential zoning districts shall not operate within five hundred (500) feet of the property line of any brick- and-mortar food establishments. Such written agreements shall be submitted along with the site permit application to the planning department. ix. Mobile food units, when operating on nonresidential properties, shall not operate within one hundred (100) feet of an adjacent residential property line. x. Unless expressly authorized by the village administrator or designee, mobile food units shall not operate within five hundred (500) feet of the property line of any school during school sessions. xi. Unless expressly authorized by the village administrator or designee, no more than three (3) mobile food units shall be permitted on a private property at the same time. Maximum of mobile food units shall be calculated upon a ratio of paved area per mobile food unit: Twenty-five thousand (25,000) square feet per mobile food unit The calculation of paved area shall not include any space that is conflicting with other uses or activities in that area occurring simultaneously while the mobile food unit is in operation. xii. Unless expressly authorized by the village administrator or designee, each mobile food unit shall be at least one hundred (100) feet apart in all directions on the same property. xiii. All mobile food units shall not park on a permitted lot overnight after business hours. b. 51 Mobile food unit operators must obtain a business license from the village. As a condition of receiving a business license, the mobile food unit operator must demonstrate compliance with the requirements of the applicable (Will or Kendall County) Health Department and (Plainfield or Oswego) Fire Protection District, as well as provide proof of the required sales tax registration with the State of Illinois. c. For parked/stationary mobile food units, the host location (host business or property owner/property manager) of the mobile food unit must obtain a site permit from the planning department. d. e. Mobile food units are prohibited as a principal use and may not be operated on a vacant lot. f. d. Business Operations: i. Mobile food units shall place all permits and licenses near the serving window where customers receive their merchandise on the vehicle. ii. Mobile food units shall only sell food on the menu and non-alcoholic beverages on the menu.. iii. No signs or attention-seeking devices shall be displayed except for those installed on or in the mobile food units. iv. No amplified music or loudspeakers shall be permitted. v. Unless permitted as part of a special event, mobile food units are prohibited from operating in a stationary manner, without relocating, at a given location for a period not to exceedexceeding twelve (12) hours in one (1) calendar day. vi. Daily hours of operation in non-residential zoning districts shall be between seven (7) a.m. toand nine (9) p.m., and shall be between nine (9) a.m. toand nine (9) p.m. in residential zoning districts, unless otherwise permitted as part of a special event with the approval fromof the village administrator or designee. vii. Unless permitted as part of a special event, mobile food units must observe a forty-eight- hour (48) wait period between operations at the same location. A new completed site permit application shall be submitted to the planning department. i. Mobile foot units are prohibited from operating at a given location for more than twenty- one (21) days in a calendar year, unless prior approval is granted by the board of trustees to exceed twenty-one (21) days of operation at that location. viii. g.Food and non-alcoholic beverages sold from a mobile food unit shall not be prepared or stored in a residential home. ix. Ground within a twenty-five-foot (25’) radium s of the mobile food unit shall be cleaned up by the mobile food vendors before leaving the premises or changing locations. No receptacles should remain on the property at the end of operations every day. e. Enforcement:. i. The Village may suspend or revoke the license and permit for violations of the ordinance. i. 52 ii. The Village may impose fines against any mobile food unit vendors or any agent for violations of the ordinance in an amount not exceeding five hundred dollars ($500.00).Unless permitted as part of a special event, mobile food units must observe a forty-eight-hour wait period between operations at the same location. h. ii. Mobile foot units are prohibited from operating at a given location for more than twenty- one (21) days in a calendar year, unless prior approval is granted by the board of trustees to exceed twenty-one (21) days of operation at that location. Figure II-2. Garage Door Size Limits iii. The Village shall issue a written notice of any actions taken against the subject mobile food unit vendor or agent that is involved in violations of the ordinance within five (5) days after being notified. 53 DRAFT 3-11-2021 Amendment to Article II – General Provisions, Section 9-25 Amend Section 9-25 Interpretation by Planner to Section 9-26 Interpretation by Planner and Replace Section 9-25 with the following: Section 9-25 Solar Energy Systems Solar energy systems shall be allowed as an accessory use in all zoning classifications where structures of any sort are allowed, subject to certain requirements as set forth below: (1) General Requirements: a. Glare: Solar energy systems must be designed and constructed with non-reflective coating such that there is no glare or reflections onto adjacent properties. b. On-site Use: Energy produced through the solar energy system shall be utilized on site; however, the energy output that exceeds on site demands may be delivered to the power grid. c. Code Compliance: Solar energy systems require a building permit and must comply with the Building Code, State Electric Code, and other applicable Village codes and ordinances. d. Installation and Maintenance: It shall be the responsibility of the property owner where a solar energy system is installed or located, to keep the system in reasonable condition and repair, and maintain the system in working order capable of performing its intended function. e. Removal: All solar energy systems shall be permanently removed from the property where located when the solar energy system becomes inoperable or in disrepair and the property owner does not complete maintenance on the system necessary to eliminate the damage and/or inoperability. f. Determination by Building Official: Where the Village’s Building Official or his designee, determines a solar energy system is damaged or inoperable, by reason of improper installation or maintenance, deterioration or damage, or determines a solar energy system constitutes a hazard to the occupants or structure for the same, the Building Official or his designee, shall require the solar energy system be repaired or otherwise be permanently removed from the property. (2) Building-mounted Accessory Solar Energy Systems a. Location: i. Building-mounted accessory solar energy systems may be mounted on principal and accessory structures, subject to the review and approval of a building permit. ii. In no instance shall any parts of the accessory solar energy systems extend beyond the edge of the roof of the building. b. Height: i. Systems that are visible from a public street must be flush mounted with the slope of the roof, extending no more than six (6) inches from the surface of the roof. 54 ii. Systems that are not visible from a public street may extend up to three (3) feet in height above the surface of the roof. iii. Systems may not extend above the ridgeline of a pitched roof. Systems located on a flat or mansard roof may extend up to three (3) feet above the height of the roof. c. All non-panel components must match or complement the roof color. d. Animal exclusion mesh or grating must be mounted around the arrays to prevent animals nesting or debris from collecting under the panels. (3) Ground-mounted Accessory Solar Energy Systems a. Location: i. Ground-mounted accessory solar energy systems shall be setback at least five (5) feet from the interior side property line and (5) feet from the rear property line in accordance with paragraph (1) of Section 9-16 for accessory structures. The required setback applies to all parts of the solar energy system at all orientations. ii. Systems are not permitted within the front yard setback or corner side yard setback and may not encroach into a public utility or drainage easement. b. Quantity: Single-family residential lots are limited to a total of one hundred (100) square feet in area of panels. c. Height: Ground-mounted accessory solar energy systems may not exceed fifteen (15) feet in height, as measured from the average grade at the base of the pole to the highest edge of the system when oriented at maximum tilt. d. Lot Coverage: Ground-mounted solar energy systems shall be exempt from impervious surface calculations if the soil under the system is not compacted and is maintained in vegetation. e. Any power transmission lines and wiring connecting the ground-mounted solar energy system to any other structure on the property shall be buried underground. (4) Historic Buildings a. Accessory solar energy systems located on structures designated as local landmarks or located within a historic district require approval of a Certificate of Appropriateness (COA) pursuant to Section 9-149. 55 56 57 58 59 FIP 1 FIP 1 FIP 1 FIR 5/8 FIR 5/8 FIR 5/8 W CAP FIR 5/8 FIR IN CONC 1 0 0 ' W I D E G A S E A S E M E N T P E R D O C . N O . 8 3 1 0 3 9 NI GAS EASEMENT IN SOUTH HALF OF IL 126 P E R D O C . N O . R 7 2 - 2 9 0 7 5 FIP 1 0.14' W & ON LINE 0.49' W & ON LINE 0.47' W & ON LINE 0.07' E0.26' N & ON LINE AT CORNER ON LINE UNS U B D I V I D E D LOT 1 D. JACKSON SUB. DOC. R69-009060 UNS U B D I V I D E D 220 221 (170') (315') (250.58') (6 9 2 ' ) (6 9 2 ' ) UNS U B D I V I D E D N. LINE OF SEC. 17-36-9 630.00' 69 2 . 0 0 ' 64.42' (N88° 15' 57"E) EXC E P T I O N 31 0 . 0 0 ' W. LINE OF THE E. 170.0 FEET OF W. 1/2 OF THE NW 1/4 OF SEC. 17-36-9 NE COR. OF W 1/2 OF NW 1/4 OF SEC. 17-36-9 20' STORM SEWER & DRAINAGE EASEMENT PER DOC. NO. R2001093838 20' 10' 10' 100.00' AT CORNER SOUTH R.O.W. LINE PER DOC. 484644 AND AS OCCUPIED AND MONUMENTED ON LINE31 . 2 8 ' 31 . 2 8 ' 15 ' P . U . E . (315') 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 60 ' 60' 20' 30 ' B . S . L . HEREBY DEDICATED LOCKPORT STREET (IL RTE. 126) OU T L O T G HEREBY DEDICATED HE R E B Y D E D I C A T E D OUTLOT C S88° 15' 28"W 150.00' 81 . 1 4 ' 81 . 1 4 ' S88° 15' 28"W 150.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 150.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 150.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 150.79' A = 4 9 . 0 5 ' 10.96' 60 . 0 0 ' S88° 15' 28"W 153.89' A = 6 0 . 0 8 ' 60 . 0 0 ' S88° 15' 28"W 159.37' A = 6 0 . 2 5 ' 60 . 0 0 ' S88° 14' 54"W 170.12' 8 7 . 5 2 ' A=6.41' 93 . 3 4 ' A=117 . 2 0 ' 3 3 . 0 6 ' 13 6 . 3 6 ' 56.9 0 ' A =5 2 .2 7 ' 112 . 6 6 ' 44 . 6 4 ' A=46.0 3 ' N 3 5 ° 4 6 ' 0 8 " W 1 2 9 . 5 4 ' N77° 5 8 ' 0 3 " W 142.34' 94 . 8 1 ' A = 6 6 . 7 8 ' A = 22.31' S88° 15' 28"W 156.68' 7 4 . 8 7 ' 5 8 . 5 2 ' S88° 15' 28"W 155.59' 7 4 . 8 7 ' A=8.40' 6 2 . 0 6 ' S88° 15' 28"W 137.10' A = 7 0 . 2 6 ' S88° 15' 28"W 136.94' 7 0 . 1 7 ' A = 7 0 . 0 6 ' A=20.18' S88° 15' 28"W 134.72' 7 0 . 1 7 ' 49 . 8 2 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' 99.93' 51 . 5 9 ' 100.07' S0 1 ° 5 2 ' 3 2 " E 81 . 3 5 ' 51 . 1 2 ' S88° 07' 28"W 156.76' A =2 9 .8 5 ' S75° 15' 2 4 " W 134.86' A =72.53'93 . 3 7 ' 9 4 . 7 1 ' S3 3 ° 5 3 ' 2 3 " W 14 9 . 9 2 ' A = 4 3 . 3 2 ' 60 . 2 8 ' 2 7 . 5 9 ' S0 1 ° 4 4 ' 2 3 " E 13 0 . 9 6 ' A =48.05' 70.00' S0 1 ° 4 4 ' 2 3 " E 13 0 . 0 9 ' A =45.53' A=29.90' 60.00' S0 1 ° 4 4 ' 2 3 " E 13 0 . 0 0 ' 56.09' A=3.91' 60.00' S0 1 ° 4 4 ' 2 3 " E 13 0 . 0 0 ' 60.00' 60.00' S0 1 ° 4 4 ' 2 3 " E 13 0 . 0 0 ' 60.00' 90.07' S 1 8 ° 2 8 ' 4 1 " E 1 3 9 . 7 3 ' A=26.29' 23.91' 154.36' A =4 4 .1 0 ' 15 2 . 2 5 ' A=44.10' N 4 6 ° 5 4 ' 3 6 " W 2 2 1 . 5 0 ' N74° 3 8 ' 0 2 " W 140.3 5 ' 92 . 7 1 ' 24 . 4 3 ' A=27.08' S88° 07' 28"W A=2 23 . 6 5 ' R = 6 0.00' CB = N 2 3 ° 4 5 ' 4 2"W A =4 9 .4 4'R=90.0 0' C B =N 7 6°00'07" W S88° 15' 37"W 200.00' A=141.5 9'R =9 0 .0 0 ' CB=S 4 3 °1 1 '3 2 "W N0 1 ° 4 4 ' 3 2 " W 5 3 2 . 4 3 ' A = 17 5 . 7 9 ' R = 15 3 0 . 0 0 ' C B = N 0 5 ° 0 2 ' 0 2 " W N 0 8 ° 1 9 ' 3 2 " W 1 2 0 . 5 8 ' A =3 3 0 .1 2 'R =62.50' C B =S 8 1 °4 0 '28"W S 0 8 ° 1 9 ' 3 2 " E 1 2 0 . 5 8 ' A = 16 8 . 9 0 ' R = 1 4 7 0 . 0 0 ' C B = S 0 5 ° 0 2 ' 0 2 " E S0 1 ° 4 4 ' 3 2 " E 5 2 4 . 9 3 ' A = 47.2 0 ' R =3 0 .00' CB=N 4 3 °1 1 '3 2 "E N88° 15' 37"E 200.00'A =4 7.05' R = 3 0 .0 0' C B=S4 6 ° 4 8 ' 2 8 " E N88° 15' 37"E 522.14' N52 ° 3 3 ' 1 6 " E 1 6 9 . 5 6 ' N88° 15' 28"E 76.26' S0 1 ° 4 4 ' 3 2 " E 1 3 1 . 6 9 ' A=25.53' N35° 32' 52"E 3.52' 27 8 . 7 2 ' 66 0 . 7 2 ' N88°15'37"E 62.17' S 4 7 ° 0 8 ' 2 7 " E 1 2 2 . 3 0 ' S0 1 ° 5 2 ' 3 2 " E 2 2 3 . 6 5 ' S88° 15' 28"W 130.00' N0 1 ° 4 4 ' 3 2 " W 1 8 0 . 0 0 ' N 0 5 ° 4 2 ' 4 1 " W 1 4 0 . 3 4 ' N 0 6 ° 4 5 ' 1 5 " W 7 0 . 2 7 ' N 2 2 ° 3 0 ' 4 5 " W 1 4 9 . 7 3 ' N0 1 ° 4 4 ' 3 2 " W 1 3 9 . 4 5 ' N0 1 ° 5 2 ' 3 2 " W 3 8 4 . 9 5 ' 20.00' 38 5 . 0 0 ' 113.32' N88° 15' 37"E 170.00' S0 1 ° 4 4 ' 3 2 " E 3 1 0 . 0 0 ' N88° 15' 37"E 522.10' N0 1 ° 4 0 ' 0 8 " W 6 9 2 . 0 0 ' N88° 15' 37"E 565.58' 50 51 10,610 SF 0.2436 AC 52 14,245 SF 0.3270 AC 53 12,884 SF 0.2958 AC 54 9,455 SF 0.2171 AC 55 7,800 SF 0.1791 AC 56 7,800 SF 0.1791 AC 57 7,800 SF 0.1791 AC 58 9,203 SF 0.2113 AC 59 14,933 SF 0.3428 AC 60 14,824 SF 0.3403 AC 61 9,468 SF 0.2174 AC 64 10,402 SF 0.2388 AC 83 10,364 SF 0.2379 AC 90 12,171 SF 0.2794 AC 91 9,000 SF 0.2066 AC 92 9,000 SF 0.2066 AC 93 9,000 SF 0.2066 AC 94 9,013 SF 0.2069 AC 95 9,128 SF 0.2096 AC 96 9,386 SF 0.2155 AC 97 15,374 SF 0.3529 AC 98 21,759 SF 0.4995 AC 99 12,150 SF 0.2789 AC 100 13,815 SF 0.3171 AC 101 10,951 SF 0.2514 AC 102 11,420 SF 0.2622 AC 103 10,245 SF 0.2352 AC 104 9,611 SF 0.2206 AC 105 9,528 SF 0.2187 AC 106 9,269 SF 0.2128 AC 107 7,800 SF 0.1791 AC 108 7,800 SF 0.1791 AC 109 7,800 SF 0.1791 AC 357,634 SF 8.2101 AC 7, 7 0 0 S F 0. 1 7 6 8 A C S88° 15' 37"W 170.00' P.O.C. P.O.B. E. L I N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 15 ' 15' P.U.& D.E. 10 ' 10' P.U.& D.E. 10 ' P . U . & D . E . 7. 5 ' 15' 15 ' P . U . & D . E . 30 ' P . U . & D . E . 30 ' P . U . & D . E . 3 0 ' B . S . L . 30 ' B . S . L . 3 0 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . P.U.& D.E.CREEKSIDE CIR. D R A U D E N R O A D L O N G M E A D O W L N . VICINITY MAP NOT TO SCALE BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT: LATITUDE: 41-36-28.62310 N LONGITUDE: 88-14-26.06253 W ELLIPSOID HEIGHT: 516.750 GROUND SCALE FACTOR 1.0000489239 ALL MEASUREMENTS ARE ON THE GROUND. SITE ENGINEER / SURVEYOR V3 Companies, Ltd. 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Manager: Bryan Rieger, P.E. brieger@v3co.com M/I Homes of Chicago, LLC 400 E. Diehl Road, Suite 230 Naperville, Illinois 60563 630 577 5200 Contact: Scott Barenbrugge REVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTION PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 4160' WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISION OF 18250.MI N/A 01-13-21 VP04.2 SURVEYOR'S NOTES: 1.DIMENSIONS ALONG CURVED LINES ARE ARC LENGTHS. 2.SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERS SHALL BE MONUMENTED WITH 3/4'' IRON PIPES, UNLESS SHOWN OTHERWISE, IN CONFORMANCE WITH STATE STATUTES AND LOCAL SUBDIVISION CONTROL ORDINANCES WITHIN 18 MONTHS OF RECORDATION OF THE PLAT. R. O . W . EASEMENT & SETBACK TYPICAL UNLESS OTHERWISE NOTED. 10.0' (TYP.) P.U.&D.E. P.U.&D.E. 10' (TYP.) 5' (TYP.) 5' (TYP.) 00 5' (TYP.) LOT NUMBER 5.0' (TYP.) 10' (TYP.) P.U.&D.E. 30.0' B.S.L TYPICAL LOT DETAIL OWNER/DEVELOPER PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. 60 . 0 ' 0 GRAPHIC SCALE 1" = 60 30 60 120 240 60' BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS P.U.& D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT AREA TABLE SQ. FT. ACRES LOTS 27-109 TOTAL OUTLOTS R.O.W. 830,913 1,419,555 260,236 2,510,704 19.0751 32.5885 5.9742 57.6378 30.0' B.S.L P.I.N. 06-03-17-100-025-010 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT 60 FIR 5/8 FIR 5/8 FIR 5/8 BENT FIR 5/8 1 0 0 ' W I D E G A S E A S E M E N T P E R D O C . N O . 8 3 1 0 3 9 20 ' S T O R M S E W E R & D R A I N A G E E A S E M E N T P E R D O C . N O . R 2 0 0 1 0 9 3 8 3 8 FIR 5/8 0.09' E 0.11' E ON LINE 0.08' W 0.24' W 221 222 223 224 225 226 227 228 229 230 231 66 ' E. L I N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 W. L I N E O F S E C . 1 7 - 3 6 - 9 N0 1 ° 4 0 ' 0 8 " W 1 9 4 3 . 6 0 ' (1 6 2 1 . 3 2 ' ) (N 0 1 ° 3 9 ' 3 1 " W ) (1 9 4 3 . 8 0 ' ) (S 0 1 ° 5 1 ' 5 5 " E ) 15 ' P . U . E . 15 ' P . U . E . 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L. 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L.30' B.S.L. 60 ' 70 ' 60' 60' 60 ' 60 ' 60 ' OUTLOT B 60'20' 20' 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . SUNSHINE CT. D R A U D E N R O A D OU T L O T G WAKEFIELD DR. C R E E K S I D E C I R . C R E E K S I D E C I R . SUNSHINE DR. L O N G M E A D O W L N . HEREBY DEDICATED HEREBY DEDICATED HE R E B Y D E D I C A T E D HE R E B Y D E D I C A T E D HE R E B Y D E D I C A T E D O U T L O T E OUTLOT C STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED OUTLOT D 130.00' 80 . 0 0 ' 80 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' 14 . 3 6 ' S88° 07' 28"W 130.00' 12 4 . 3 7 ' A=41.73' A = 4 5 .1 4' S61° 3 3 ' 2 9 " W 155.9 7 ' 10 9 . 9 9 ' 67.67' A=48.01' S3 2 ° 4 9 ' 2 7 " W 17 7 . 5 9 ' 145.84' 63.51' A=6.50' S0 1 ° 5 2 ' 3 2 " E 13 0 . 2 3 ' 70.00' 70.00' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A=3.51' 66.49' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A =8 2 .5 1 ' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 7 ' 70.00' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' 130.00' 80 . 0 0 ' 80 . 0 0 ' 70.00' S0 1 ° 5 2 ' 3 2 " E 1 3 0 . 0 0 ' 70.00' 57.38' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 72.08' A=6.61' 53.87' 14 1 . 4 0 ' 60.00' 10.00' A =6 0.13 ' S0 1 ° 4 4 ' 3 2 " E 13 3 . 7 3 ' 70.00' 90.00' S0 1 ° 4 4 ' 3 2 " E 13 0 . 1 8 ' 90.00' 13 0 . 0 0 ' S88° 15' 28"W 150.00' 90 . 3 3 ' 93 . 0 0 ' S88° 15' 28"W 150.00' 85 . 0 0 ' 85 . 0 0 ' S88° 15' 28"W 150.00' 85 . 0 0 ' 85 . 0 0 ' S88° 15' 28"W 150.00' 81 . 1 4 ' 81 . 1 4 ' S88° 15' 28"W 150.00' 60 . 0 0 ' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 50 . 8 0 ' 100.00' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 70 . 8 0 ' S88° 07' 28"W 130.00' 70 . 8 0 ' S88° 07' 28"W 130.00' 70 . 8 0 ' S88° 07' 28"W 130.00' 70 . 8 0 ' 99.93' 51 . 5 9 ' 100.07' S0 1 ° 5 2 ' 3 2 " E 81 . 3 5 ' 51 . 1 2 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 60 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 60 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 60 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 60 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 80 . 8 0 ' 100.00' 50 . 8 0 ' S88° 07' 28"W 140.00' 80 . 0 0 ' 140.00' 80 . 0 0 ' S88° 07' 28"W 140.00' 70 . 0 0 ' 70 . 0 0 ' 140.00' 70 . 0 0 ' 70 . 0 0 ' S88° 07' 28"W 156.76' A =2 9 .8 5 ' 60 . 2 1 ' 70 . 0 0 ' S75° 15' 2 4 " W 134.86' A =72.53'93 . 3 7 ' A = 4 3 . 3 2 ' 60 . 2 8 ' A =48.05'A =45.53' A=29.90' 56.09' A=3.91' 60.00'60.00' A=26.29' 23.91' A =4 4 .1 0 ' A=44.10' N74° 3 8 ' 0 2 " W 140.3 5 ' 92 . 7 1 ' 24 . 4 3 ' A=27.08' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 80 . 0 0 ' 130.00' 80 . 0 0 ' A=2 2 3 . 6 5 ' R = 6 0.00' CB= N 2 3 ° 4 5 ' 4 2"W A =4 9 .4 4'R=90.0 0' C B =N 7 6°00'07" W S88° 15' 37"W 200.00' A=141.5 9'R =9 0 .0 0 ' CB=S 4 3 °1 1 '3 2 "W S0 1 ° 5 2 ' 3 2 " E 1 6 4 . 4 3 ' S88° 07' 28"W 150.00' 70 . 0 0 ' N88° 07' 28"E 150.00' S0 1 ° 5 2 ' 3 2 " E 3 9 4 . 3 6 ' A = 1 4 1 . 3 7' R = 90.00' C B = S 4 6 ° 5 2'32"E N88° 07' 28"E 200.00' A =1 4 1 .3 7 'R =90.00' C B =N 4 3 °0 7'28"E N0 1 ° 5 2 ' 3 2 " W 2 5 8 . 1 4 ' N88° 07' 28"E 382.91' A =6 0 .2 8 'R =4 70.00' C B =S 8 8 °12'06"E S84°31'40"E 118.54'A =66.7 4 'R =5 3 0.0 0 ' CB=S8 8 °0 8 '0 6 "E N88°15'28"E 100.00' 60 . 0 0 ' S88°15'28"W 100.00'A=50.0 9 'R =4 7 0 .0 0 ' CB=N8 8 °41'2 0 "W N0 1 ° 4 4 ' 3 2 " W 5 3 2 . 4 3 ' S0 1 ° 4 4 ' 3 2 " E 5 2 4 . 9 3 ' N84° 31' 40"W 67.16' A =6 7 .9 7 'R =5 30.00'C B =N 8 8 °12 '0 6 "WS88° 07' 28"W 382.91' N0 1 ° 5 2 ' 3 2 " W 2 8 0 . 2 1 ' A = 47.2 0 'R =3 0 .00' CB=N 4 3 °1 1 '3 2 "E N88° 15' 37"E 200.00'A =4 7.05' R = 3 0 . 0 0' C B=S4 6 ° 4 8 ' 2 8 " E S0 1 ° 5 2 ' 3 2 " E 6 2 8 . 3 2 ' A=4 7 .1 2 'R =30.0 0 ' C B =S 4 3 ° 0 7'28"W S88° 07' 28"W 200.00' A= 4 7 . 1 2 ' R =30.0 0 ' C B = N 4 6 ° 5 2'32"W N0 1 ° 5 2 ' 3 2 " W 6 2 8 . 7 9 ' HEREBY DEDICATED S88° 07' 28"W 130.02' A=53.50' 60 . 0 7 ' N73° 00' 47"W 30.93' S0 1 ° 5 2 ' 3 2 " E 1 6 8 . 0 7 ' S88° 07' 28"W 493.51' N0 1 ° 5 2 ' 3 2 " W 6 1 4 . 3 6 ' 20.00' 11 6 6 . 2 1 ' N 0 8 ° 5 9 ' 2 4 " W 3 1 1 . 8 6 ' N 2 3 ° 1 0 ' 3 2 " W 1 0 8 . 9 6 ' N0 1 ° 4 4 ' 3 2 " W 1 8 5 . 3 7 ' 34.44'125.52' S 0 8 ° 1 9 ' 3 2 " E 1 3 0 . 8 3 ' S88° 07' 28"W 142.08' S0 1 ° 5 2 ' 3 2 " E 1 9 0 . 0 7 ' S88° 07' 28"W 117.22' S0 1 ° 5 2 ' 3 2 " E 2 2 3 . 6 5 ' N88° 07' 28"E 141.74' 31.67' 29 5 . 1 1 ' S88° 15' 28"W 130.00' N0 1 ° 4 4 ' 3 2 " W 1 8 0 . 0 0 ' 186.37' S0 1 ° 5 2 ' 3 2 " E 2 2 0 . 0 0 ' 211.24' N 0 8 ° 1 9 ' 3 2 " W 2 2 1 . 4 0 ' S88° 08' 33"W 220.00' 34 . 4 9 ' S 2 3 ° 1 0 ' 3 2 " E 1 0 7 . 0 1 ' S 0 8 ° 5 9 ' 2 4 " E 3 0 6 . 4 3 ' S 4 2 ° 5 7 ' 3 7 " E 2 1 5 . 8 6 ' 60 0 . 9 0 ' N0 1 ° 5 2 ' 3 2 " W 3 8 4 . 9 5 ' 20.00' 38 5 . 0 0 ' 30.24' S0 1 ° 4 4 ' 3 2 " E 1 7 5 . 8 9 ' S0 1 ° 4 4 ' 3 2 " E 2 2 9 2 . 8 9 ' N0 1 ° 5 2 ' 3 2 " W 1 6 2 1 . 2 1 ' 27 10,400 SF 0.2388 AC 28 7,800 SF 0.1791 AC 29 7,800 SF 0.1791 AC 30 7,800 SF 0.1791 AC 31 7,800 SF 0.1791 AC 32 7,800 SF 0.1791 AC 33 12,090 SF 0.2775 AC 34 17,512 SF 0.4020 AC 35 13,460 SF 0.3090 AC 36 9,101 SF 0.2089 AC 37 9,100 SF 0.2089 AC 38 9,100 SF 0.2089 AC 39 9,936 SF 0.2281 AC 40 8,102 SF 0.1860 AC 41 7,800 SF 0.1791 AC 42 7,800 SF 0.1791 AC 43 7,800 SF 0.1791 AC 44 10,400 SF 0.2388 AC 45 9,100 SF 0.2089 AC 46 8,415 SF 0.1932 AC 47 11,200 SF 0.2571 AC 48 9,800 SF 0.2250 AC 49 9,800 SF 0.2250 AC 50 12,751 SF 0.2927 AC 51 10,610 SF 0.2436 AC 0.3270 AC 60 14,824 SF 0.3403 AC 61 9,468 SF 0.2174 AC 62 7,800 SF 0.1791 AC 63 10,400 SF 0.2388 AC 64 10,402 SF 0.2388 AC 65 9,204 SF 0.2113 AC 66 9,204 SF 0.2113 AC 67 9,204 SF 0.2113 AC 68 9,204 SF 0.2113 AC 69 7,904 SF 0.1815 AC 70 7,904 SF 0.1815 AC 71 7,904 SF 0.1815 AC 72 7,904 SF 0.1815 AC 73 10,311 SF 0.2367 AC 74 10,311 SF 0.2367 AC 75 7,904 SF 0.1815 AC 76 7,904 SF 0.1815 AC 77 7,904 SF 0.1815 AC 78 7,904 SF 0.1815 AC 79 9,204 SF 0.2113 AC 80 9,204 SF 0.2113 AC 81 9,204 SF 0.2113 AC 82 9,204 SF 0.2113 AC 83 10,364 SF 0.2379 AC 84 8,253 SF 0.1895 AC 85 9,186 SF 0.2109 AC 86 11,708 SF 0.2688 AC 87 13,906 SF 0.3192 AC 88 12,750 SF 0.2927 AC 89 12,750 SF 0.2927 AC 90 12,171 SF 0.2794 AC 91 9,000 SF 0.2066 AC 0.2066 AC 108 7,800 SF 0.1791 AC 109 7,800 SF 0.1791 AC 43,737 SF 1.0041 AC 88,264 SF 2.0263 AC 3 3 , 6 4 4 S F 0 . 7 7 2 4 A C 30'30' 30 ' 30 ' 30'30' 35 ' 35 ' 30'30' 10 ' P . U . & D . E . 10 ' P . U . & D . E . 10' P.U.& D.E. 10 ' 7. 5 ' 7. 5 ' 15 ' P. U . & D . E . 15' 15 ' P . U . & D . E . 7. 5 ' 7. 5 ' 15 ' 15' 15 ' P . U . & D . E . 30 ' P . U . & D . E . N59° 00' 00"E 30.45' 5' 30' B.S.L. 10.12' 7.5'7.5' 15'30' B.S.L. 30 ' B . S . L . P.U.& D.E. P.U.& D.E.CREEKSIDE CIR. HE R E B Y D E D I C A T E D CREEKSIDE CIR. N88° 07' 28"E 184.63' 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L. S88° 07' 28"W 130.00' 58 . 1 4 ' A=1.86' 60 . 0 0 ' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT: LATITUDE: 41-36-28.62310 N LONGITUDE: 88-14-26.06253 W ELLIPSOID HEIGHT: 516.750 GROUND SCALE FACTOR 1.0000489239 ALL MEASUREMENTS ARE ON THE GROUND. REVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTION PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 4260' WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISION OF 18250.MI N/A 01-13-21 VP04.2 BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS P.U.& D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT 0 GRAPHIC SCALE 1" = 60 30 60 120 240 60' R. O . W . EASEMENT & SETBACK TYPICAL UNLESS OTHERWISE NOTED. 10.0' (TYP.) P.U.&D.E. P.U.&D.E. 10' (TYP.) 5' (TYP.) 5' (TYP.) 00 5' (TYP.) LOT NUMBER 5.0' (TYP.) 10' (TYP.) P.U.&D.E. 30.0' B.S.L TYPICAL LOT DETAIL 60 . 0 ' 30.0' B.S.L PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. P.I.N. 06-03-17-100-025-010 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT 61 FIP 1 W CAP FIP 7/8 FIP 1 FIR 5/8 BENT FIR 5/8 FIR 5/8 20 ' S T O R M S E W E R & D R A I N A G E E A S E M E N T P E R D O C . N O . R 2 0 0 1 0 9 3 8 3 8 APPARENT 33' PRESCRIPTIVE EASEMENT AS MONUMEN T E D ON LINE 0.08' W 0.11' W 33 ' 0.65' NLY & 0.16' SW'LY AT CORNER ON LINE UNS U B D I V I D E D 229 230 232 E. L I N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 N0 1 ° 4 0 ' 0 8 " W 1 9 4 3 . 6 0 ' ( A = 3 3 5 . 7 6 ' ) ( C B = S 1 5 ° 4 8 ' 2 0 " E ) (N 0 1 ° 3 9 ' 3 1 " W ) (1 9 4 3 . 8 0 ' ) ( C H = 3 3 2 . 4 5 ' ) S. LINE OF THE NW 1/4 OF SEC. 17-36-9 (S88° 15' 57"W) (151.52') 151.50' FIP 3/4 0.50' W 20' 15 ' P . U . E . 30' B.S.L. 60 ' OUTLOT A 20' ROWLEY ROAD O U T L O T E STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED 45' OUTLOT F 1 2 3 4 5 6 7 8 9 10 11 12 1415 16 1718192021222324 2526 13 12 4 . 3 7 ' A = 4 5.1 4' S61° 3 3 ' 2 9 " W 155.9 7 ' 10 9 . 9 9 ' 67.67' A=48.01' S3 2 ° 4 9 ' 2 7 " W 17 7 . 5 9 ' 145.84' 63.51' A=6.50' S0 1 ° 5 2 ' 3 2 " E 13 0 . 2 3 ' 70.00' 70.00' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A=3.51' 66.49' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A =8 2 .5 1 ' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 7 ' 70.00' 1 4 1 . 3 7' R =90.00' = S 4 6 ° 5 2'32"E N88° 07' 28"E 200.00' A =1 4 1 .3 7 ' R = C B =N 4 3 °0CB2'32"W N73° 00' 47"W 30.93' S0 1 ° 5 2 ' 3 2 " E 1 6 8 . 0 7 ' S88° 07' 28"W 493.51' 11 6 6 . 2 1 ' 320.53' N0 1 ° 4 4 ' 3 2 " W 2 1 3 . 7 4 ' N 4 2 ° 5 7 ' 3 7 " W 1 9 0 . 9 8 ' N 0 8 ° 5 9 ' 2 4 " W 3 1 1 . 8 6 ' S88° 07' 28"W 117.22' S 0 8 ° 5 9 ' 2 4 " E 3 0 6 . 4 3 ' S 4 2 ° 5 7 ' 3 7 " E 2 1 5 . 8 6 ' 60 0 . 9 0 ' 45.32' S84° 55' 13"E 365 . 8 5 ' A = 3 3 5 . 7 1 ' R = 6 9 0 . 0 0 ' C B = S 1 5 ° 4 8 ' 5 1 " E 21 3 . 2 8 ' N12° 15' 32"W 23.74' A = 10 2 . 9 3 ' R = 5 6 0 . 0 0 ' C B = N 0 6 ° 5 9 ' 3 5 " W N01° 43' 38"W 0.75' S88° 16' 22"W 315.52' A = 7 8 . 2 3 ' R = 6 9 0 . 0 0 ' C B = N 0 5 ° 0 7 ' 2 6 " W A=20.03' R=330.00' CB=S78°39'54"W A=74.92' R=659.39' CB=S05°03'14"E S0 1 ° 5 2 ' 3 2 " E 58 . 3 5 ' S88° 16' 22"W 147.76'N83° 55' 27"W 1 3 1 . 2 1 ' S88° 16' 22"W 350.00' S63° 4 3 ' 2 8 " W 1 7 1 . 4 0 ' N89° 47' 19"W 88.01' N 0 8 ° 1 9 ' 3 2 " W 1 3 8 . 2 7 ' N41° 21' 48"E 19.06' A=63.75' R=62.50' CB=N17°50'58"W A=36.38' R=50.00' CB=N09°28'28"W A=28.37' R=90.00' CB=N21°17'23"W 0.2775 AC 34 17,512 SF 0.4020 AC 35 13,460 SF 0.3090 AC 36 9,101 SF 0.2089 AC 37 9,100 SF 0.2089 AC 38 9,100 SF 0.2089 AC 39 9,936 SF 0.2281 AC PRO P O S E D W I L L O W R U N U N I T 2 760,950 SF 17.4690 AC 2.0263 AC 33,644 SF 0.7724 AC 3 3 , 6 4 4 S F 0 . 7 7 2 4 A C 127,627 SF 2.9299 AC 33 ' 10' P.U.& D.E. CREEKSIDE CIR. D R A U D E N R O A D 35 4 . 8 7 ' 30' B.S.L. EASTON LN. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT: LATITUDE: 41-36-28.62310 N LONGITUDE: 88-14-26.06253 W ELLIPSOID HEIGHT: 516.750 GROUND SCALE FACTOR 1.0000489239 ALL MEASUREMENTS ARE ON THE GROUND. REVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTION PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 4360' WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISION OF 18250.MI N/A 01-13-21 VP04.2 0 GRAPHIC SCALE 1" = 60 30 60 120 240 60' BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS P.U.& D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT R. O . W . EASEMENT & SETBACK TYPICAL UNLESS OTHERWISE NOTED. 10.0' (TYP.) P.U.&D.E. P.U.&D.E. 10' (TYP.) 5' (TYP.) 5' (TYP.) 00 5' (TYP.) LOT NUMBER 5.0' (TYP.) 10' (TYP.) P.U.&D.E. 30.0' B.S.L TYPICAL LOT DETAIL 60 . 0 ' 30.0' B.S.L PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. P.I.N. 06-03-17-100-025-010 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT 62 REVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTION PREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 44NA WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISION OF 18250.MI N/A 01-13-21 VP04.2 CERTIFICATE AS TO SPECIAL ASSESSMENTS STATE OF ILLINOIS ) ) SS COUNTIES OF WILL ) AND KENDALL ) , ______________________________, TREASURER OF THE VILLAGE OF PLAINFIELD DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANY DEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LAND INCLUDED IN THE PLAT. DATED IN PLAINFIELD, WILL COUNTY, ILLINOIS, THIS _____ DAY OF _________________, 20____. ______________________________ (TREASURER) PLANNING COMMISSION CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTIES OF WILL ) AND KENDALL ) I, _____________________________, CHAIRMAN OF THE VILLAGE OF PLAINFIELD PLAN COMMISSION DO HEREBY CERTIFY THAT ON THIS ____ DAY OF _________________A.D., _______, THIS PLAT OF SUBDIVISION WAS DULY APPROVED BY THE PLAN COMMISSION OF THE VILLAGE OF PLAINFIELD. ______________________________ (CHAIRMAN) BOARD OF TRUSTEES CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTIES OF WILL ) AND KENDALL ) APPROVED AND ACCEPTED BY THE BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL COUNTY, ILLINOIS. THIS ____ DAY OF ________________ A.D., ________. ATTEST: ______________________ BY: ________________________ (VILLAGE PRESIDENT) NOTARY CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF _________) I, _________________________, A NOTARY PUBLIC IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DO HEREBY CERTIFY THAT ________________________________, IS PERSONALLY KNOWN TO ME HEREBY THE SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNERS, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGN THE ANNEXED PLAT AS THEIR OWN FREE AND VOLUNTARY ACT FOR USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF _____________, 20____. _____________________________________ (NOTARY PUBLIC) MY COMMISSION EXPIRES _______________ WILL COUNTY RECORDER'S CERTIFICATE STATE OF ILLINOIS ) )SS COUNTY OF WILL ) THIS INSTRUMENT ________________________________, WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF WILL COUNTY, ILLINOIS, ON THE _____ DAY OF _______________ A.D., _______________, AT ________ O'CLOCK __.M., AND WAS RECORDED IN BOOK ______ OF PLATS ON PAGE _______. ________________________________ (RECORDER OF DEEDS) WILL COUNTY CLERK'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF WILL ) I, ___________________________________, COUNTY CLERK OF WILL COUNTY, ILLINOIS, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE ANNEXED PLAT. I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH THE ANNEXED PLAT. THIS _____ DAY OF ______________ A.D., ________, _________________________________ (COUNTY CLERK) WILL COUNTY TAX MAPPING CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF WILL ) I, _______________________________, DIRECTOR OF TAX MAPPING AND PLATTING OFFICE DO HEREBY CERTIFY THAT I HAVE CHECKED THE PROPERTY DESCRIPTION ON THIS PLAT AGAINST AVAILABLE COUNTY RECORDS AND FIND SAID DESCRIPTION HEREBY TRUE AND CORRECT. THERE PROPERTY HEREIN DESCRIBED IS LOCATED ON TAX MAP # ________________ AND IS IDENTIFIED AS PERMANENT REAL ESTATES TAX INDEX NUMBER (PIN): _______________ DATED THIS _____ DAY OF _____________ A.D., _________. _________________________________ (DIRECTOR) SURVEYOR'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF DUPAGE ) THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, HAVE SURVEYED AND RESUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY: THAT PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE WEST HALF OF SAID NORTHWEST FRACTIONAL QUARTER; THENCE SOUTH 88 DEGREES 15 MINUTES 37 SECONDS WEST ALONG THE NORTH LINE OF SAID NORTHWEST FRACTIONAL QUARTER, 170.00 FEET TO THE PLACE OF BEGINNING; THENCE SOUTH 01 DEGREES 44 MINUTES 32 SECONDS EAST ALONG THE WEST LINE OF THE EAST 170.00 FEET OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER, 310.00 FEET TO THE SOUTH LINE OF THE NORTH 310.00 FEET OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER; THENCE NORTH 88 DEGREES 15 MINUTES 37 SECONDS EAST ALONG SAID SOUTH LINE OF THE NORTH 310.00 FEET, A DISTANCE OF 170.00 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER; THENCE SOUTH 01 DEGREES 44 MINUTES 32 SECONDS EAST ALONG SAID EAST LINE, 2292.89 FEET; THENCE SOUTH 88 DEGREES 16 MINUTES 22 SECONDS WEST ALONG A LINE 33.00 NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER, 315.52 FEET; THENCE NORTH 01 DEGREES 43 MINUTES 38 SECONDS WEST, 0.75 FEET; TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 560.00 FEET, HAVING A CHORD BEARING OF NORTH 06 DEGREES 59 MINUTES 35 SECONDS WEST, 102.93 FEET TO A POINT OF TANGENCY; THENCE NORTH 12 DEGREES 15 MINUTES 32 SECONDS WEST, 23.74 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 90.00 FEET, HAVING A CHORD BEARING OF NORTH 21 DEGREES 17 MINUTES 23 SECONDS WEST, 28.37 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 50.00 FEET, HAVING A CHORD BEARING OF NORTH 09 DEGREES 28 MINUTES 28 SECONDS WEST, 36.38 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 62.50 FEET, HAVING A CHORD BEARING OF NORTH 17 DEGREES 50 MINUTES 58 SECONDS WEST, 63.75 FEET TO A NONTANGENT LINE; THENCE NORTH 41 DEGREES 21 MINUTES 48 SECONDS EAST, 19.06 FEET; THENCE NORTH 08 DEGREES 19 MINUTES 32 SECONDS WEST, 138.27 FEET; THENCE NORTH 89 DEGREES 47 MINUTES 19 SECONDS WEST, 88.01 FEET; THENCE SOUTH 63 DEGREES 43 MINUTES 28 SECONDS WEST, 171.40 FEET; THENCE SOUTH 88 DEGREES 16 MINUTES 22 SECONDS WEST, 350.00 FEET; THENCE NORTH 83 DEGREES 55 MINUTES 27 SECONDS WEST, 131.21 FEET; THENCE SOUTH 88 DEGREES 16 MINUTES 22 SECONDS WEST, 147.76 FEET; THENCE SOUTH 01 DEGREES 52 MINUTES 32 SECONDS EAST, 58.35 FEET TO A NONTANGENT CURVE; THENCE SOUTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 659.39 FEET, HAVING A CHORD BEARING OF SOUTH 05 DEGREES 03 MINUTES 14 SECONDS EAST, 74.92 FEET TO A NONTANGENT CURVE; THENCE WESTERLY ALONG AN ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 330.00 FEET, HAVING A CHORD BEARING OF SOUTH 78 DEGREES 39 MINUTES 54 SECONDS WEST, 20.03 FEET TO A NONTANGENT CURVE; THENCE NORTHERLY ALONG AN ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 690.00 FEET, HAVING A CHORD BEARING OF NORTH 05 DEGREES 07 MINUTES 26 SECONDS WEST, 78.23 FEET TO A POINT OF TANGENCY; THENCE NORTH 01 DEGREES 52 MINUTES 32 SECONDS WEST, 1621.21 FEET TO THE SOUTH LINE OF THE NORTH 692.00 FEET OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17; THENCE NORTH 88 DEGREES 15 MINUTES 37 SECONDS EAST ALONG SAID SOUTH LINE, 565.58 FEET TO THE EAST LINE OF THE WEST 630.00 FEET OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER; THENCE NORTH 01 DEGREES 40 MINUTES 08 SECONDS WEST ALONG SAID EAST LINE, 692.00 FEET TO THE NORTH LINE OF SAID WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER; THENCE NORTH 88 DEGREES 15 MINUTES 37 SECONDS EAST ALONG SAID NORTH LINE, 522.10 FEET TO THE PLACE OF BEGINNING, IN WILL COUNTY, ILLINOIS. I FURTHER CERTIFY THAT THIS LAND IS WITHIN THE CORPORATE LIMITS OF A MUNICIPALITY WHICH HAS AUTHORIZED A COMPREHENSIVE PLAN AND IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE, AS NOW OR HEREAFTER AMENDED. I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENT MONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS ARE INDICATED. I FURTHER CERTIFY THAT PART OF THIS PROPERTY IS IN SPECIAL FLOOD HAZARD AREA WITH NO BASE FLOOD ELEVATIONS DETERMINED (ZONE A) AND PART IS IN AREA DETERMINED HEREBY OUTSIDE 500 - YEAR FLOODPLAIN (ZONE X) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF WILL COUNTY, ILLINOIS AND INCORPORATED AREAS (COMMUNITY PANEL NO. 17197C0126 E) MAP EFFECTIVE DATE OF SEPTEMBER 6, 1995. DATED THIS ____ DAY OF ___________, A.D., 20___. ________________________________________________ CHARLES W. BARTOSZ ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188 MY LICENSE EXPIRES ON NOVEMBER 30, 2022. V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902 THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021 cbartosz@v3co.com DESIGNATION TO RECORD STATE OF ILLINOIS ) )SS COUNTY OF DUPAGE ) I, CHARLES W. BARTOSZ, AN ILLINOIS PROFESSION LAND SURVEYOR, IN ACCORDANCE WITH THE PLAT ACT (765ICLS205/2) DO HEREBY DESIGNATE THE VILLAGE CLERK OF THE VILLAGE OF PLAINFIELD TO RECORD THIS PLAT. THE REPRESENTATIVE SHALL PROVIDE THE SURVEYOR WITH A RECORDED COPY OF THIS PLAT. THIS ________ DAY OF ____________________, A.D., 20____. ______________________________________ CHARLES W. BARTOSZ ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 035-003188 MY LICENSE EXPIRES ON NOVEMBER 30, 2022. PLEASE MAIL COPY OF RECORDED PLAT TO: V3 COMPANIES 7325 JANES AVENUE WOODRIDGE, ILLINOIS 60517 ATTN: CHUCK BARTOSZ OWNER'S CERTIFICATE STATE OF ILLINOIS ) ) SS COUNTY OF ________ ) THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT, AND HAS CAUSED THE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSES THEREIN SET FORTH, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE THEREON INDICATED. THIS IS ALSO TO CERTIFY THAT THE UNDERSIGNED, AS OWNER OF THE PROPERTY HEREON DESCRIBED HAS DETERMINED TO THE BEST OF THE OWNERS KNOWLEDGE AND BELIEF, SAID SUBDIVISION LIES ENTIRELY WITHIN THE LIMITS OF SCHOOL DISTRICT: PLAINFIELD COMMUNITY CONSOLIDATED SCHOOL DISTRICT 202 ___________________________________ (TITLE) __________________________________ (ADDRESS) DATED THIS _____ DAY OF ______________, 20____. I.D.O.T. CERTIFICATE THIS PLAT HAS BEEN APPROVED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION WITH RESPECT TO ROADWAY ACCESS PURSUANT TO SECTION 2 OF "AN ACT TO REVISE THE LAW IN RELATION TO PLATS," AS AMENDED. A PLAN THAT MEETS THE REQUIREMENTS CONTAINED IN THE DEPARTMENT'S "POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS" WILL BE REQUIRED BY THE DEPARTMENT. ________________________________________________________________ ANTHONY J. QUIGLEY, P.E.DATE REGION ONE ENGINEER CH A R L E W.BAR TO S Z SIONILLI,EGDIRDO O W 3188 PROFESSIONAL SURVEYOR STATE OF ILLINOIS LAND S CH A R L E W.BAR T O S Z SIONILLI,EGDIRDO O W 3188 PROFESSIONAL SURVEYOR STATE OF ILLINOIS LAND S P.I.N. 06-03-17-100-025-010 PUBLIC UTILITY AND DRAINAGE EASEMENT PROVISIONS A PERMANENT NONEXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE VILLAGE OF PLAINFIELD, ILLINOIS AND TO ITS SUCCESSORS AND ASSIGNS, IN, UPON, ACROSS, OVER, UNDER, AND THROUGH THE AREAS SHOWN BY DASHED LINES AND LABELED "EASEMENTS", "PUBLIC UTILITY EASEMENT", "PUBLIC UTILITY & DRAINAGE EASEMENT" ON THE ATTACHED PLAT OF SUBDIVISION FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, INSPECTING, OPERATING, REPLACING, RENEWING, ALTERING, ENLARGING, REMOVING, REPAIRING, CLEANING AND MAINTAINING STORM AND FLOOD WATER CHANNELS, BASINS, SEWERS, STORM SEWERS AND SANITARY SEWERS, WATER TRANSMISSION MAINS AND LINES, VALVE VAULTS AND HYDRANTS, AND ANY AND ALL MANHOLES, HYDRANTS, PIPES, CONNECTIONS, CATCH BASINS, BUFFALO BOXES AND WITHOUT LIMITATION, SUCH OTHER STRUCTURES AND APPURTENANCES AS MAY BE NECESSARY OR CONVENIENT FOR THE FURNISHING OF PUBLIC UTILITY SERVICES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS ACROSS AND THROUGH THE EASEMENTS FOR PERSONS AND EQUIPMENT TO DO ANY OR ALL OF THE ABOVE WORK. THE RIGHT IS ALSO HEREBY GRANTED TO THE VILLAGE TO CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENTS AS WELL AS REMOVE ANY OTHER FENCE OR STRUCTURE THAT INTERFERE WITH THE OPERATION OF THE ABOVE OR WITH THE EXERCISE OF ANY RIGHTS UNDER THIS PARAGRAPH. ALL THE EASEMENTS INDICATED SHALL BE PERPETUAL, EXCEPT THOSE IDENTIFIED AS "TEMPORARY," THE EASEMENT AREAS SHOWN AS DETENTION OR RETENTION EASEMENTS SHALL INCLUDE, IN ADDITION TO THE ABOVE RIGHTS, THE RIGHT TO FLOOD SUCH AREA WITH STORM WATERS, AND SHALL ALSO INCLUDE THE RIGHT TO INSTALL AND MAINTAIN STORM WATER DETENTION AND RETENTION STRUCTURES. NO FENCES, STRUCTURES OR TREES SHALL BE PLACED IN EASEMENTS LABELED "EMERGENCY OVERLAND RELEASE ROUTES." An easement for serving the subdivision and other property with electric and communications service is hereby reserved for and granted to Commonwealth Edison Company and Illinois Bell Telephone Company (Ameritech), Grantees, their respective successors and assigns, jointly and severally, to install, operate, maintain and remove, from time to time, facilities used in connection with overhead and underground transmission and distribution of electricity and sounds and signals in, over, under, across, along and upon the surface of the property shown within the dotted lines on the plat and marked "Easement," the property designated in the Declaration of Condominium and/or on this plat as "Common Elements," and the property designated on the plat as a "Common area or areas," and the property designated on the plat for streets and alleys, whether public or private, together with the right to install required service connections over or under the surface of each lot and common are or areas to serve improvements thereon, or on adjacent lots, and common area or areas, the right to cut, trim or remove trees, bushes and roots as may be reasonable required incident to the rights herein give, and the right to enter upon the subdivided property for all such purposes. Obstructions shall not be placed over grantee's facilities or in, upon or over the property within the dotted lines marked "Easement" without the prior written consent of grantees. After installation of any such facilities, the grade of the subdivided property shall not be altered in a manner so as to interfere with the proper operation and maintenance thereof. The term "Common Elements" shall have the meaning set forth for such term in the "Condominium Property," Chapter 765 ILCS 605/2(e), as amended from time to time. The term "common area or areas" is defined as a lot, parcel or area of real property, the beneficial use and enjoyment of which is reserved in whole as an appurtenance to the separately owned lots, parcels or areas within the planned development, even though such be otherwise designated on the plat by terms such as, "outlots," "common elements," "open space," "open area," "common ground," "parking and common area." The terms "common area or areas" and "Common Elements" includes real property surfaced with interior driveways and walkways, but excludes real property physically occupied by a building, Service Business District or structures such as a pool or retention pond, or mechanical equipment. Relocation of facilities will be done by Grantees at cost of Grantor/Lot Owner, upon written request. An easement is hereby reserved for and granted to the NORTHERN ILLINOIS GAS COMPANY, its successors and assigns ("Ni-Gas") to install, operate, maintain, repair, replace and remove, facilities used in connection with the transmission and distribution of natural gas in, over, under, across, along and upon the surface of the property shown on this plat marked "Easement," "Common Area or Areas" and streets and alleys, whether public or private, and the property designated in the Declaration of Condominium and/or on this plat as "Common Elements," together with the right to install required service connections over or under the surface of each lot and Common Area or Areas to serve Improvements thereon, or on adjacent lots, and Common Area or Areas, and to serve other property, adjacent or otherwise, and the right to remove obstructions, including but not limited to, trees, bushes, roots and fences, as may be reasonably required incident to the rights herein given, and the right to enter upon the property for all such purposes. Obstructions shall not be placed over Ni-Gas' facilities or in, upon or over the property identified on this plat for utility purposes without the prior written consent of Ni-Gas. After installation of any such facilities, the grade of the property shall not be altered in a manner so as to interfere with the proper operation and maintenance thereof. The term "Common Elements" shall have that meaning set forth for such term in Section 605/2(e) of the "Condominium Property Act" (Illinois Compiled Statutes, Ch. 765, Sec. 605/2(e)), as amended from time to time. The term "Common Area or Areas" is defined as a lot, parcel or area of real property, including real property surfaced with interior driveways and walkways, the beneficial use and enjoyment of which is reserved in whole as an appurtenance to the separately owned lots, parcels or areas within the property, even though such areas may be designated on this plat by other terms. STORMWATER MANAGEMENT EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED AND GRANTED TO THE VILLAGE OF PLAINFIELD AND TO IT SUCCESSORS AND ASSIGNS OVER ALL THE AREAS MARKED "STORMWATER MANAGEMENT EASEMENT" ON THE PLAT HEREON DRAWN FOR THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY OF CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA. TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, CONNECTIONS, DITCHES, SWALES AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID VILLAGE, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY PERSONNEL AND EQUIPMENT TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM, OR REMOVE ANY TREE, SHRUBS, OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF THE SEWERS OR OTHER FACILITIES. NO PERMANENT BUILDING SHALL BE PLACED ON SAID EASEMENT. NO CHANGES TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE VILLAGE ENGINEER, BUT SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE VILLAGE OF PLAINFIELD WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE VILLAGE ENGINEER OF THE VILLAGE OF PLAINFIELD. PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT 63 ILLINOIS LICENSED DESIGN FIRM NO. 184-000902 I, DONALD STALEY, A LICENSED PROFESSIONAL LANDSCAPE ARCHITECT OF ILLINOIS, HEREBY CERTIFY THAT THE LANDSCAPE ARCHITECTURE PLANS WERE PREPARED ON BEHALF OF M/I HOMES OF CHICAGO, LLC BY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATED THIS DAY OF , A.D., 2021. ILLINOIS LICENSED PROFESSIONAL LANDSCAPE ARCHITECT 157001715 MY LICENSE EXPIRES ON AUGUST 31, 2021 Joint Utility Locating Information for Excavators Call 48 hours before you dig NO SCALE PROJECT TEAM LANDSCAPE ARCHITECT OWNER/DEVELOPER FOR V3 Companies, Ltd. 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Manager: Bryan Rieger, P.E. brieger@v3co.com Landscape Architect: Donald Staley dstaley@v3co.com PLAINFIELD, ILLINOIS LANDSCAPING TITLE SHEET LANDSCAPE PLAN - AREA 1 LANDSCAPE PLAN - AREA 2 LANDSCAPE PLAN - AREA 3 LANDSCAPE PLAN - AREA 4 LANDSCAPE TURF & PRAIRIE PLAN LANDSCAPE ENLARGEMENT AREAS PLAYGROUND AREA LANDSCAPE DETAILS LANDSCAPE SPECIFICATIONS PRAIRIE SPECIFICATIONS L0.0 L1.0 L1.1 L1.2 L1.3 L1.4 L1.5 L1.6 L2.0 L3.0 L3.1 FINAL LANDSCAPE PLANS M/I Homes of Chicago, LLC 400 E. Diehl Road, Suite 230 Naperville, Illinois 60563 630 577 5200 Contact: Jason Polakov LANDSCAPE PLANS WILLOW RUN NO SCALE PROJECT LOCATION INDEX WILLOW RUN CIVIL ENGINEERING PLAN SET BY V3 COMPANIES C0.0-C7.4 SUPPORTING DOCUMENTS DRAWING NO. L0.0 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\0.0 Tsht18250.MI.dwg 2/8/2021 PROJECT LOCATION DE S C R I P T I O N DA T E NO . R E V I S I O N S PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : OR I G I N A L I S S U E D A T E : 18 2 5 0 . M I 02 - 0 3 - 2 0 2 1 MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P I N G T I T L E S H E E T WI L L O W R U N DE S C R I P T I O N DA T E NO . 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m BENCHMARKS LOCATION MAP VICINITY MAP PROFESSIONAL LANDSCAPE ARCHITECT'S CERTIFICATION SOURCE: NGS BENCHMARK STATION DESIGNATION: DP5473 ESTABLISHED BY: PATRICK ENGINEERING, INC. DATE: 11/20/2013 ELEVATION: 603.54 (PUBLISHED AND HELD) DATUM: NAVD88 DESCRIPTION: THE STATION IS LOCATED 258 FT (78.6 M) NORTH OF THE EDGE OF PAVEMENT OF FRASER ROAD, 3.5 FT (1.1 M) WEST OF THE EDGE OF PAVEMENT OF STATE HIGHWAY 59 AND 3 FT (0.9 M) EAST OF THE EAST EDGE OF A SIDEWALK. SITE: STATION DESIGNATION: SBM #1 ESTABLISHED BY: V3 COMPANIES DATE: 08/17/18 ELEVATION: 625.14 (MEASURED) DATUM: NAVD88 DESCRIPTION: NE BOLT OF FIRE HYDRANT WEST SIDE OF DRAUDEN ROAD, NEAR NORTHWEST LIMIT OF PROJECT. STATION DESIGNATION: SBM #2 ESTABLISHED BY: V3 COMPANIES DATE: 08/17/18 ELEVATION: 617.31 (MEASURED) DATUM: NAVD88 DESCRIPTION: NE BOLT OF FIRE HYDRANT, WEST SIDE OF DRAUDEN ROAD 1ST HYDRANT SOUTH OF CREEK. THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIME THEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACY THEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE OR MIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON. IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKED BETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDING UTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOR OR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE OR COMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK. PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELY WITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK. 64 NI GAS EASEMENT IN SOUTH HALF OF IL 126 P E R D O C . N O , R 7 2 - 2 9 0 7 5 N88° 15' 37"E 170.00' S0 1 ° 4 4 ' 3 2 " E 3 1 0 . 0 0 ' N88° 15' 37"E 522.10' N0 1 ° 4 0 ' 0 8 " W 6 9 2 . 0 0 ' 0.14' W & ON LINE 0.49' W & ON LINE 0.47' W & ON LINE 0.07' E 0.26' N & ON LINE AT CORNER UNS U B D I V I D E D LOT 1 D. JACKSON SUB. DOC. R69-009060 UNS U B D I V I D E D (170') (315') (315') (250.58') (6 9 2 ' ) (6 9 2 ' ) UNS U B D I V I D E D N. LINE OF SEC. 17-36-9 630.00' 69 2 . 0 0 ' EXC E P T I O N (N88° 15' 57"E) EXC E P T I O N 31 0 . 0 0 ' W. L I N E O F T H E E . 1 7 0 . 0 F E E T O F W. 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 NE COR. OF W 1/2 OF NW 1/4 OF SEC. 17-36-9 20' STORM SEWER & DRAINAGE EASEMENT PER DOC. NO. R2001093838 SOUTH R.O.W. LINE PER DOC. 484644 AND AS OCCUPIED AND MO N U M E N T E D ON LINE 31 . 2 8 ' 31 . 2 8 ' 616 61 7 61 8 61 9 620 61 7 623.55 623.54 621.4 619.9 8 621.4 4 621.3 9 619. 4 5 620 620 621 622 620 621 619 620 620 62 0 6 1 7 6 1 7 61 8 6 1 8 618 6 1 8 618 61 8 61 9 6 1 9 6 1 9 61 9 6 1 9 619 621 621 6 2 2 62 2 6 2 0 6 1 7 6 1 7 6 1 7 6 1 8 6 1 8 6 1 8 61 8 6 1 8 61 9 62 1 622 62 2 6 2 2 6 2 0 620 61 7 6 1 7 61 8 61 8 61 9 619 621 6 2 1 6 1 7 61 7 6 1 8 61 8 6 1 9 61 9 62 0 61 8 61 9 62 1 6 2 2 6 2 3 6 2 0 6 1 9 6 2 5 62 5 6 2 5 62 4 6 2 4 62 4 6 2 4 6 1 6 61 6 6 1 7 620 621 622 619 620 621 620 619 620 621 620 619 620 620 61 9 622 622 620 621 621 621 622 623 622 6 2 2 622 620 621 622 620 621 619 620 620 621 619 61 9 6 1 9 LOCKPORT STREET 94 95 96 97 98 100 101 102 103 104 105 106 OU T L O T C OU T L O T C L O N G M E A D O W L N ST O R M W A T E R MA N A G E M E N T 99 * * * * * * * * * * * * * (IDOT JURISDICTION) LOCKPORT STREET DR A U D E N R O A D ROAD B RO A D C RO A D C ROAD D RO A D E RO A D E ROAD A SUNSHINE COURT DRAWING NO. L1.0 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E P L A N - A R E A 1 WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . FOR CONTINUATION SEE SHEET L1.1 GRAPHIC SCALE KEYMAP AREA 1NOTES: 1.EACH TYPICAL LOT TO INCLUDE 2 SHADE TREES UPON COMPLETION OF THE HOME 2.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES. 3.SEE SHEET L1.4 FOR NATURALIZED STORMWATER BASIN PLANTINGS AND TURF SEED AND SOD LOCATIONS. 4.SEE SHEET L1.5 FOR DURDEN ROAD BERM AND MONUMENT SIGN DETAILS 5.SEE SHEET L1.6 FOR PLAYGROUND DETAILS 6.SEE SHEET L3.0 FOR LANDSCAPE SPECIFICATIONS. 7.SEE SHEET L3.1 FOR NATURALIZED STORMWATER BASIN PLANT LISTS AND SPECIFICATIONS. 8.REFER TO CIVIL ENGINEERING PLANS BY V3 COMPANIES FOR ALL OTHER PLANS. LEGEND PLANTING DESCRIPTION AND COUNT RIGHT OF WAY FLOODWAY FLOODPLAIN EVERGREEN TREES EVERGREEN SHRUB ORNAMENTAL TREE DECIDUOUS SHADE TREE DECIDUOUS SHRUBS MARKS APPROXIMATE GARAGE LOCATION* IDENTIFIES "KEY" LOTS WITHIN THE DEVELOPMENT (9 TOTAL) EACH "KEY" LOT TO INCLUDE: 3 - SHADE TREES 1 - ORNAMENTAL OR EVERGREEN TREE 10 - SHRUBS 65 1 0 0 ' W I D E G A S E A S E M E N T P E R D O C . N O . 8 3 1 0 3 9 N88° 15' 37"E 565.58' 0.07' E 0.26' N & ON LINE AT CORNER 0.24' W UNS U B D I V I D E D 220 (315') (250.58') E. L I N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 W. L I N E O F S E C . 1 7 - 3 6 - 9 64.42' (N88° 15' 57"E) WALK END 1.91' W B/ CURB X 0.74' W B/ CURB X 1.79' E WALK END ON LINE FENCE X ON LINE FENCE X 0.27' E FENCE X ON LINE SHED X 3.61' E FENCE 3.83' EBIT. PATH 1.25' W 100.00' 15 ' P . U . E . ONLYONLY 617 618 619 619618617616 614 616 614 614 616617 6 1 6 6 1 7 6 1 4 POND 4 NWL = 613.5 HWL = 615.0 POND 4 NWL = 613.5 HWL = 615.0 623.61 ± M.E.621.76 ± M.E.621.23 ± M.E.620.62 ± M.E.620.44 ± M.E.620.72 ± M.E. 618.80 ± M.E. 615.20 ± M.E. 620.24 ± M.E. 619.77 ± M.E. 619.33 ± M.E. 618.74 ± M.E. 618.08 ± M.E. 617.67 ± M.E. 617.05 ± M.E. 616.76 ± M.E. 616.80 ± M.E. 618.21 ± M.E. 617.55 ± M.E. 613.5 6 1 3 . 5 6 1 3 . 5 619.61 ± M.E. 6 1 7 6 1 8 61 9 6 2 1 62 1 6 1 9 6 1 8 6 1 7 6 2 1 613.2 612.2 611.2 610.2 613.2612.2 611.2 610.2 620 615 620 615 6 1 5 6 2 0 6 2 0 620 6 2 0 619. 4 5 6 1 5 6 1 5 620 620 616 6 1 6 617 6 1 7 61 7 61 8 618 61 8 61 8 61 8 618 61 8 618 61 9 6 1 9 6 1 9 6 1 8 61 8 62 0 61 8 61 9 62 1 6 2 2 6 2 3 620 61 9 621 622 62 3 623 62 5 6 2 5 6 2 5 62 5 62 5 6 2 5 6 2 5 6 2 2 6 2 3 62 3 62 4 6 2 4 62 4 624 6 2 4 62 4 62 4 62 4 6 2 4 6 2 6 62 6 620 6 2 0 6 1 9 61 9 62 1 62 1 62 2 62 2 6 2 3 62 3 62 3 62 3 6 2 3 62 3 623 62 4 6 2 4 62 4 6 2 5 62 5 62 3 6 2 4 62 4 62 1 62 2 62 2 617 6 1 7 618 6 1 8 6 1 9 619 621 61 8 618 618 62 2 6 1 5 6 1 5 61 5 614 616 616 6 1 6 6 1 7 61 7 61 7 618 6 1 5 6 1 6 620 6 1 6 6 1 6 617 617 61 7 6 1 7 618 61 8 6 1 8 61 8 619 61 6 61 5 6 1 4 TOT LOT 27 28 29 45 46 47 49 50 51 52 535455565758 59 60 61 62 63 64 65 66 67 68 69 70 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 104 105 106 107 108 109 OU T L O T C OU T L O T C WAKEFIELD DR C R E E K S I D E C I R C R E E K S I D E C I R SUNSHINE DR L O N G M E A D O W L N L O N G M E A D O W L N ST O R M W A T E R MA N A G E M E N T ONLY OU T L O T B PA R K S I T E * * *** * * * * * * * * * * * ******* * * * * *** * * * * * * * * * * * * * * * * * * * * * * * 48* 44 * * 14 ' 1 4 ' 14' 1 4 ' 16' 16' 16 ' 16' Tran s f e r Statio n W a l l w / T e l e s c o p e P o l y W a l l B a r r i e r H a l f W a l l s H a l f W a l l s 4 8 " D i s c Cl i m b e r 24 Tr a c k C l i m b e r w/ H a n d r a i l s Di s c P o l e Cl i m b e r Vertic a l Step Filler Wh e e l o n Po s t TicTa c T o e Pane l Ri b b e d R o o f Ri b b e d R o o f P o l y St r a i g h t Sl i d e Spira l Twist e r Slide PC 134 7 ASTRO R I D E R PC 134 7 ASTRO R I D E R 14 ' 1 4 ' 14' 1 4 ' 16' 16' 16 ' 16' Tran s f e r Statio n W a l l w / T e l e s c o p e P o l y W a l l B a r r i e r H a l f W a l l s H a l f W a l l s 4 8 " D i s c Cl i m b e r 24 Tr a c k C l i m b e r w/ H a n d r a i l s Di s c P o l e Cl i m b e r Vertic a l Step Filler Wh e e l o n Po s t TicTa c T o e Pane l Ri b b e d R o o f Ri b b e d R o o f P o l y St r a i g h t Sl i d e Spira l Twist e r Slide PC 134 7 ASTRO R I D E R PC 134 7 ASTRO R I D E R LOCKPORT STREET DR A U D E N R O A D ROAD B RO A D C RO A D C ROAD D RO A D E RO A D E ROAD A SUNSHINE COURT DRAWING NO. L1.1 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E P L A N - A R E A 2 WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . GRAPHIC SCALE KEYMAP AREA 2 FOR CONTINUATION SEE SHEET L1.2 FOR CONTINUATION SEE SHEET L1.0 SEE MONUMENT DETAILS ON SHEET L1.5 SEE PLAYGROUND DETAILS ON SHEET L1.6 NOTES: 1.EACH TYPICAL LOT TO INCLUDE 2 SHADE TREES UPON COMPLETION OF THE HOME 2.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES. 3.SEE SHEET L1.4 FOR NATURALIZED STORMWATER BASIN PLANTINGS AND TURF SEED AND SOD LOCATIONS. 4.SEE SHEET L1.5 FOR DURDEN ROAD BERM AND MONUMENT SIGN DETAILS 5.SEE SHEET L1.6 FOR PLAYGROUND DETAILS 6.SEE SHEET L3.0 FOR LANDSCAPE SPECIFICATIONS. 7.SEE SHEET L3.1 FOR NATURALIZED STORMWATER BASIN PLANT LISTS AND SPECIFICATIONS. 8.REFER TO CIVIL ENGINEERING PLANS BY V3 COMPANIES FOR ALL OTHER PLANS. LEGEND PLANTING DESCRIPTION AND COUNT RIGHT OF WAY FLOODWAY FLOODPLAIN EVERGREEN TREES EVERGREEN SHRUB ORNAMENTAL TREE DECIDUOUS SHADE TREE DECIDUOUS SHRUBS MARKS APPROXIMATE GARAGE LOCATION* IDENTIFIES "KEY" LOTS WITHIN THE DEVELOPMENT (9 TOTAL) EACH "KEY" LOT TO INCLUDE: 3 - SHADE TREES 1 - ORNAMENTAL OR EVERGREEN TREE 10 - SHRUBS 66 100' WIDE GAS EASEMENT PER DOC. N O . 8 3 1 0 3 9 20 ' S T O R M S E W E R & D R A I N A G E E A S E M E N T P E R D O C . N O . R 2 0 0 1 0 9 3 8 3 8 S01° 44' 32"E 2325.89' N0 1 ° 5 2 ' 3 2 " W 1 6 2 1 . 2 1 ' 0.09' E 0.11' E ON LINE 0.08' W 0.11' W 225 226 227 228 66 . 0 0 ' 232 W. L I N E O F S E C . 1 7 - 3 6 - 9 N0 1 ° 4 0 ' 0 8 " W 1 9 4 3 . 6 0 ' (1 6 2 1 . 3 2 ' ) (N 0 1 ° 3 9 ' 3 1 " W ) (1 9 4 3 . 8 0 ' ) (S 0 1 ° 5 1 ' 5 5 " E ) E X C E P T I O N 0.50' W FENCE 5.55' W SHED X 2.12' W SHED X 2.83' W FENCE X 5.36' E FENCE X 3.65' E FENCE X 0.14' W FENCE X 0.87' E FENCE X 0.69' E FENCE X 0.20' E WALK END 1.91' W B/ CURB X 0.74' W BIT. PATH 2.56' W BIT. PATH 0.33' W 15 ' P . U . E . 15 ' P . U . E . TW= TW= TW= TW= TW= WETLAND WETLAND PO N D 2 613 6 1 4 6 1 3 6 1 6 6 1 4 6 1 3 6 1 2 6 1 6 617 6 1 6 6 1 4 618 619 61 4 POND 3 NWL = 611.5 HWL = 614.85 POND 1 NWL = 613.0 HWL = 616.27 POND 2 NWL = 613.0 HWL = 616.32 617.55 ± M.E. 616.92 ± M.E. 6 1 1 . 5 616 614 613 617 618617616 616 614613 617 618 617 616 614 613 617618 617 618614 613614 610.5 611 612 613 619618 617 613 614 61 9 61 8 61 7 6 1 3 61 4 618 617 616 613 614 613 61 4 61 2 61 1 6 1 2 611 612613 613 613 611 612 6 1 3 6 1 1 6 1 2 612 611 611.5 610.5 609.5 608.5 612 61 1 . 5 6 1 0 . 5 60 9 . 5 60 8 . 5 613 612 611 611.5 614 614 6 1 5 6 1 5 6 1 5 620 615 610 610 6 1 0 610 610 615 615 615 615 615 615 615 615 61 5 615 615 615 615 614 614 613 612611 609610 609 610611612 62 3 62 4 62 0 6 2 0 62 0 6 2 0 62 1 62 1 6 2 1 6 2 1 62 1 62 1 62 1 6 2 1 62 1 62 2 6 2 2 62 2 62 2 610 610 610 610 615615 6 1 5 615 615 615 615 615 615 615 615 615 615 615 615 620 62 0 62 0 620 62 0 62 0 620 611 611 611 611 612 612 612 612 612 6 1 2 612 612 613 613 613 6 1 3 6 1 3 613 613 613 6 1 3 613 613 613 614 614 614 6 1 4 614 614 614 614 614 614 614 614 6 1 6 616 616 61 6 616 616 61 6 61 7 61 7 617 617 6 1 7 617 617 61 7 6 1 8 61 8 618 618 61 8 6 1 8 618 619 6 1 9 6 1 9 619 619 621 621 61 8 618 62 2 61 9 6 2 0 62 0 6 1 9 61 9 61 8 61 7 6 1 8 61 7 6 1 7 6 1 6 6 1 6 6 1 7 61 6 6 1 5 61 7 6 1 6 6 1 8 6 1 7 6 1 6 61 8 61 7 6 1 9 6 1 8 6 1 7 61 6 61 7 61 6 61 6 61 7 6 1 6 61 7 6 1 9 61 8 61 7 616 615 618 6 1 7 61 5 61 5 61 4 614 6 1 6 6 1 6 6 1 7 61 7 6 1 5 6 1 5 61 2 61 2 6 1 3 6 1 3 6 1 3 6 1 3 6 1 3 6 1 4 6 1 4 6 1 6 61 6 61 7 6 1 7 618 6 1 8 61 9 619 6 1 5 61 5 61 5 61 3 61 4 616 617 618 61 9 61 6 61 5 61 4 615 616 616 61 5 614 D R A U D E N R O A D 34 1415 16 35 36 37 38 39 40 41 28 29 30 31 33 42 45 46 69 70 71 72 73 74 75 76 77 78 84 85 86 OU T L O T A O U T L O T E OU T L O T D C R E E K S I D E C I R SUNSHINE DR P A R K S I T E ST O R M W A T E R MA N A G E M E N T ST O R M W A T E R MA N A G E M E N T 32 ** * * * * * * * ***** * * * ** * * * * *** * * * * * 43 * 44 * * OU T L O T A ST O R M W A T E R MA N A G E M E N T ( V I L L A G E O F P L A I N F I E L D J U R I S D I C T I O N ) LIMITS OF EXISTING WETLAND PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN EXISTING 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODPLAIN EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODPLAIN LOCKPORT STREET DR A U D E N R O A D ROAD B RO A D C RO A D C ROAD D RO A D E RO A D E ROAD A SUNSHINE COURT FOR CONTINUATION SEE SHEET L1.3 FOR CONTINUATION SEE SHEET L1.1 DRAWING NO. L1.2 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E P L A N - A R E A 3 WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . GRAPHIC SCALE KEYMAP AREA 3 NOTES: 1.EACH TYPICAL LOT TO INCLUDE 2 SHADE TREES UPON COMPLETION OF THE HOME 2.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES. 3.SEE SHEET L1.4 FOR NATURALIZED STORMWATER BASIN PLANTINGS AND TURF SEED AND SOD LOCATIONS. 4.SEE SHEET L1.5 FOR DURDEN ROAD BERM AND MONUMENT SIGN DETAILS 5.SEE SHEET L1.6 FOR PLAYGROUND DETAILS 6.SEE SHEET L3.0 FOR LANDSCAPE SPECIFICATIONS. 7.SEE SHEET L3.1 FOR NATURALIZED STORMWATER BASIN PLANT LISTS AND SPECIFICATIONS. 8.REFER TO CIVIL ENGINEERING PLANS BY V3 COMPANIES FOR ALL OTHER PLANS. LEGEND RIGHT OF WAY FLOODWAY FLOODPLAIN EVERGREEN TREES EVERGREEN SHRUB ORNAMENTAL TREE DECIDUOUS SHADE TREE DECIDUOUS SHRUBS * IDENTIFIES "KEY" LOTS WITHIN THE DEVELOPMENT (9 TOTAL) EACH "KEY" LOT TO INCLUDE: 3 - SHADE TREES 1 - ORNAMENTAL OR EVERGREEN TREE 10 - SHRUBS MARKS APPROXIMATE GARAGE LOCATION PLANTING DESCRIPTION AND COUNT 67 APPARENT 33' PRESCRIPTIVE EASEMENT AS MONUMENT E D A = 3 3 5 . 7 1 ' R = 6 9 0 . 0 0 ' C B = N 1 5 ° 4 8 ' 5 1 " W S88° 16' 22"W 1173.97' 0.65' NLY & 0.16' SW'LY AT CORNER ON LINE UNS U B D I V I D E D 232 P.O.B. EXCEPTION S. LINE OF THE NW 1/4 OF SEC. 17-36-9 (S88° 15' 57"W) (151.52') 151.50' E X C E P T I O N 0.50' W FENCE 5.42' W FENCE 5.55' W SHED X 2.12' W SHED X 2.83' W BIT. PATH 0.33' W BIT. PATH 2.96' SW'LY 15 ' P . U . E . TW= TW= TW= TW= TW= POND 1 NWL = 613.0 HWL = 616.27 6 1 8 6 1 9 621.50 ± M.E.621.39 ± M.E.621.58 ± M.E.622.52 ± M.E.623.48 ± M.E.624.18 ± M.E.624.07 ± M.E.622.94 ± M.E.622.54 ± M.E.621.73 ± M.E.620.89 ± M.E.620.32 ± M.E. 621.34 ± M.E. 616 614 613 617 618617616 613 617618 617 618614 613614 610.5 611 612 613 61 1 6 1 2 613 612 611614 614 6 2 0 615 610 615 615 615 615 615 615 615 614610 610 610 610 615615 6 1 5 61 5 61 5 6 1 5 615 615 615 615 615 615 615 615 62 0 62 0 620 620 611 611 611 611 612 612 612 612 612 612 6 1 3 613 613 613 613 613 614 6 1 4 614 614 614 614 61 6 616 61 6 6 1 6 616 616 617 617 61 7 61 7 617 617 6 1 8 618 61 8 6 1 8 618 618 61 9 619 619 619 62 1 621 621 621 62 2 622 6 2 3 623 61 8 6 1 9 6 1 8 6 1 7 61 7 61 6 61 6 61 7 61 6 61 7 6 1 9 61 8 61 7 616 615 617 6 1 6 61 7 6 1 8 6 1 6 6 1 6 6 1 6 61 5 6 1 7 61 8 6 1 8 61 8 6 1 8 6 1 9 6 1 8 6 1 7 6 1 7 618 619 620 621 6 1 9 6 2 0 6 1 9 6 2 1 6 2 2 6 2 0 6 2 1 6 2 0 6 2 1 6 2 0 6 1 9 6 2 1 6 2 0 6 2 1 6 2 2 623 62 3 624 62 4 623 6 2 2 623 622 621 620 621 61 9 61 8 61 7 618619620 618 616 617 618 618 61 5 6 1 5 61 6 621 62 0 62 0 6 2 1 6 2 2 61 9 622 6 2 0 6 1 9 6 1 9 6 1 7 61 8 6 1 7 1 2 3 4 5 6 7 8 9 10 11 12 1415 16 1718192021222324 OU T L O T F EASTON LN PA R K S I T E 2526 13 ********** * ** ************* OU T L O T A ST O R M W A T E R MA N A G E M E N T L O W M A I N T E N A N C E T U R F G R A S S NO M O W S I G N ( T Y P ) NO M O W S I G N ( T Y P ) FLOODWAY PROPOSED 100-YR FLOODPLAIN EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODPLAIN LOCKPORT STREET DR A U D E N R O A D ROAD B RO A D C RO A D C ROAD D RO A D E RO A D E ROAD A SUNSHINE COURT DRAWING NO. L1.3 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E P L A N - A R E A 4 WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . GRAPHIC SCALE KEYMAP AREA 4 FOR CONTINUATION SEE SHEET L1.2 NOTES: 1.EACH TYPICAL LOT TO INCLUDE 2 SHADE TREES UPON COMPLETION OF THE HOME 2.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES. 3.SEE SHEET L1.4 FOR NATURALIZED STORMWATER BASIN PLANTINGS AND TURF SEED AND SOD LOCATIONS. 4.SEE SHEET L1.5 FOR DURDEN ROAD BERM AND MONUMENT SIGN DETAILS 5.SEE SHEET L1.6 FOR PLAYGROUND DETAILS 6.SEE SHEET L3.0 FOR LANDSCAPE SPECIFICATIONS. 7.SEE SHEET L3.1 FOR NATURALIZED STORMWATER BASIN PLANT LISTS AND SPECIFICATIONS. 8.REFER TO CIVIL ENGINEERING PLANS BY V3 COMPANIES FOR ALL OTHER PLANS. LEGEND PLANTING DESCRIPTION AND COUNT RIGHT OF WAY FLOODWAY FLOODPLAIN EVERGREEN TREES EVERGREEN SHRUB ORNAMENTAL TREE DECIDUOUS SHADE TREE DECIDUOUS SHRUBS MARKS APPROXIMATE GARAGE LOCATION* IDENTIFIES "KEY" LOTS WITHIN THE DEVELOPMENT (9 TOTAL) EACH "KEY" LOT TO INCLUDE: 3 - SHADE TREES 1 - ORNAMENTAL OR EVERGREEN TREE 10 - SHRUBS 68 100' WIDE GA S E A S E M E N T P E R D O C . N O . 8 3 1 0 3 9 NI G A S E A S E M E N T I N S O U T H H A L F O F I L 1 2 6 P E R D O C . N O , R 7 2 - 2 9 0 7 5 20' STORM SEWER & DRAINAGE EASEMENT PER DO C . N O . R 2 0 0 1 0 9 3 8 3 8 A =3 3 5 .7 1 'R =6 9 0 .0 0 ' C B =N 1 5 °4 8 '5 1 "W S8 8 ° 1 6 ' 2 2 " W 1 1 7 3 . 9 7 ' S01° 44' 32"E 2325.89' N8 8 ° 1 5 ' 3 7 " E 1 7 0 . 0 0 ' S01° 44' 32"E 310.00' N8 8 ° 1 5 ' 3 7 " E 5 2 2 . 1 0 ' N01° 40' 08"W 692.00' N8 8 ° 1 5 ' 3 7 " E 5 6 5 . 5 8 ' N01° 52' 32"W 1621.21' U N S U B D I V I D E D LO T 1 D. J A C K S O N S U B . DO C . R 6 9 - 0 0 9 0 6 0 U N S U B D I V I D E D U N S U B D I V I D E D WHISPERING CREEK SUBDIVISION UNIT 2 DOC. R77-017416 22 0 22 1 22 2 22 3 22 4 22 5 22 6 22 7 22 8 22 9 23 0 23 1 23 2 ( 1 7 0 ' ) (3 1 5 ' ) (3 1 5 ' ) (2 5 0 . 5 8 ' ) (692') (692') U N S U B D I V I D E D 64 . 4 2 ' N01° 40' 08"W 1943.60'(N01° 39' 31"W)(1943.80') (N 8 8 ° 1 5 ' 5 7 " E ) (S01° 51' 55"E) (S 8 8 ° 1 5 ' 5 7 " W ) (1 5 1 . 5 2 ' ) 15 1 . 5 0 ' 20 ' S T O R M S E W E R & D R A I N A G E EA S E M E N T P E R D O C . NO . R 2 0 0 1 0 9 3 8 3 8 31.28' 31.28' T W = T W = T W = T W = T W = WE T L A N D WE T L A N D ON L Y ON L Y SU N S H I N E C O U R T SU N S H I N E C O U R T POND 2 6 1 3 614 613 616 614 613 612 616 61 7 616614 61 8 61 9 614 61 9 61 8 61 7 61 6 61 4 61 6 61 4 61 4 61 6 61 7 616 617 614 POND 3 NWL = 611.5 HWL = 614.85 POND 4 NWL = 613.5 HWL = 615.0 PO N D 1 NW L = 6 1 3 . 0 HW L = 6 1 6 . 2 7 PO N D 2 NW L = 6 1 3 . 0 HW L = 6 1 6 . 3 2 POND 4 NWL = 613.5 HWL = 615.0 6 1 6 618 619 617 618 619 6 2 0 617 611.5 61 3 . 5 613 . 5 613.5 617 618 619 621 621 619 618 617 621 6 1 6 6 1 4 6 1 3 6 1 7 6 1 8 6 1 7 6 1 6 6 1 6 6 1 4 6 1 3 6 1 7 6 1 8 6 1 7 6 1 6 6 1 4 6 1 3 61 7 61 8 6 1 7 6 1 8 6 1 4 61 3 61 4 6 1 0 . 5 6 1 1 6 1 2 6 1 3 61 9 61 8 61 7 61 3 61 4 619618617 613614 61 8 61 7 61 6 61 3 61 4 61 3 61 4 61 2 611 612 61 1 61 2 61 3 61 3 61 3 61 1 61 2 613 611 612 61 2 61 1 61 1 . 5 61 0 . 5 6 0 9 . 5 6 0 8 . 5 61 2 611.5 610.5 609.5 60 8 . 5 6 1 3 . 2 61 2 . 2 61 1 . 2 61 0 . 2 61 3 . 2 61 2 . 2 61 1 . 2 61 0 . 2 6 1 3 6 1 2 6 1 1 61 1 . 5 6 1 4 6 1 4 615 615 615 62 0 61 5 62 0 61 5 615 620 6 1 5 61 0 61 0 610 61 0 6 1 0 620 620 6 2 0 620 6 1 5 61 5 6 1 5 6 1 5 6 1 5 61 5 6 1 5 61 5 615 61 5 6 1 5 6 1 5 6 1 5 61 4 6 1 4 61 3 61 2 61 1 60 9 61 0 60 9 61 0 61 1 61 2 623.70 62 3 . 5 5 62 3 . 5 4 6 2 0 . 4 0 6 2 0 . 5 9 6 2 1 . 4 6 1 9 . 9 8 6 2 1 . 4 4 6 2 1 . 3 9 6 2 0 . 3 9 6 2 0 . 4 2 6 2 0 . 9 1 6 2 1 . 0 0 6 1 9 . 4 5 6 1 4 . 8 4 62 0 62 0 62 1 62 2 62 0 62 1 6 1 9 615 615 6 2 0 62 0 620 61 6 616 61 7 617 617 617 618 6 1 8 618 618 618 61 8618 6 1 8 61 8 6 1 8 618 6 1 8 619 619 619 61 9 619 61 9 62 1 62 1 622 62 2 620 617 617 617 618 618 618 618 618 619 621 6 2 2 622 622 620 6 2 0 617 617 618 618 619 6 1 9 62 1 621 617 617 618 618 619 619 620 618 619 621 622 623 62 0 620 619 619 6 2 1 6 2 2 623 6 2 3 625 625 625 625 625625 625 622623 623 624 624 624 6 2 4 624 624 624 624 624 626 626 62 0 620 619 619 621 621 622 622 623 623 623 623 623 623 62 3 624 624 624 625 625 623 624 624 620 620 620 620 621 621 621 621 621 621 621 621 621 622 622 622 622 6 1 0 61 0 61 0 6 1 0 6 1 5 6 1 5 615 61 5 615 615 6 1 5 61 5 6 1 5 61 5 6 1 5 6 1 5 6 1 5 61 5 61 5 6 1 5 6 1 5 61 5 6 2 0 620 620 62 0 62 0 620 62 0 6 2 0 6 2 0 61 1 6 1 1 6 1 1 6 1 1 6 1 2 6 1 2 6 1 2 6 1 2 61 2 612 61 2 61 2 6 1 3 61 3 61 3 613 613 61 3 61 3 6 1 3 613 6 1 3 6 1 3 61 3 61 4 61 4 61 4 614 6 1 4 61 4 6 1 4 6 1 4 6 1 4 61 4 6 1 4 61 4 616 6 1 6 616 616 6 1 6 6 1 6 616 6 1 6 6 1 6 616 6 1 7 617 617 617 6 1 7 6 1 7 617 6 1 7 6 1 7 617 617 6 1 7 61 7 6 1 8618 618 618 6 1 8 61 8 61 8 618 6 1 8 618 618 61 8 6 1 8 61 9 619 619 619 61 9 619 61 9 6 1 9 6 1 9 621 6 2 1 6 2 1 62 1 6 2 1 622 6 2 2 623 6 2 3 618 61 8 61 8 622619 620 620619 61 9 618 617 618 617 617616 616 617 616 615 617 616 618 617 616 618 617 619 618 617 616 617 616 616 617 616 617 619 618 617 6 1 6 61 5 6 1 7 616 617 618 616 616 616 615 617 618 618 618 618 619 618 617 617 6 1 8 61 9 6 2 0 62 1 619 620 619 621 622 620 621 620 621 620 619 621 620 621 622 6 2 3 623 6 2 4 624 6 2 3 622 6 2 3 6 2 2 62 1 6 2 0 6 2 1 619 618 61 7 61 8 6 1 9 6 2 0 61 8 6 1 6 61 7 61 8 6 1 8 615 615 616 62 1 620 620 621 622 61 9 62 2 620 619 619 617 61 8 617 615 615 615 615 614 6 1 4 616 61 6 6 1 6 616 617 617 617 6 1 8 615 615 612 612 613 613 613 613 613 614 614 616 616 617 617 6 1 8 618 619 61 9 615 615 615 613 614 6 1 6 6 1 7 6 1 8 61 9 615 616 62 0 616 616 6 1 7 6 1 7 617 617 61 8 618 618 618 61 9 62 0 62 1 62 2 61 9 62 0 62 1 62 0 61 9 62 0 62 1 62 0 6 1 9 62 0 62 0619 62 2 62 2 62 0 62 1 62 1 62 1 62 2 62 3 6 2 2 622 62 2 62 0 62 1 62 2 62 0 62 1 61 9 62 0 62 0 62 1 61 9 619 619 616 615 614 614 6 1 5 6 1 6 61 6 61 5 61 4 LO C K P O R T S T R E E T DRAUDEN ROAD TO T L O T 34 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 35 36 37 38 39 40 41 272829303133 42 45 46 47 49 50 51 52 53 54 55 56 57 58 59 60 616263 64656667686970717273 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 10 0 10 1 10 2 10 3 10 4 10 5 10 6 10 7 10 8 10 9 OUTLOT C OUTLOT A OUTLOT E OUTLOT C OUTLOT C OUTLOT D OUTLOT F WA K E F I E L D D R CREEKSIDE CIR CREEKSIDE CIR SU N S H I N E D R LONGMEADOW LN LONGMEADOW L N EA S T O N L N PARK SITE PARK SIT E STORMWATER MANAGEMENT STORMWATER MANAGEMENT STORMWATER MANAGEMENT STORMWATER MANAGEMENT ON L Y 99 25 26 13 OUTLOT B PARK SITE 32 * * * * * * * * * * * * * * * * * * * * * * * * * * ******* * * * * * * *** * * * ********* * * * * * * * * * * * * *** * * * ********** * * * * * * * * ***** ********** 48 * 43 * 44 * * SU N S H I N E C O U R T OUTLOT A STORMWATER MANAGEMENT (VILLAGE OF PLAINFIELD JURISDICTION) (I D O T J U R I S D I C T I O N ) 14' 14' 14' 14'16' 16'16' 16' Tra n s f e r Stat i o n Wall w/ Telesc o p e Poly W a l l Barrier Half W a l l s Half W a l l s 48" Di s c Climbe r 24 Track C l i m b e r w/ Han d r a i l s Disc Po l e Climbe r Ver t i c a l Ste pFill e r Wheel on Post Tic T a c T o e Pa n e l Ribbed Roof Ribbed Roof Poly Straigh t Slide Spir a l Twi s t e r Slid e PC 1 3 4 7 AS T R O R I D E R PC 1 3 4 7 AS T R O R I D E R INVERT OUT 613.16 (12" W) 614.15 (21" S) 614.51 (12" W) 614.77 (21" S) 615.21 (12" W) 615.26 (18" S) 615.49 (12" W) 613.00 (12" SE) 613.50 (12" SW) 611.50 (12" S) 613.00 (12" N) LOW MAINTENAN C E TURF GRASS LOW MAINTENAN C E TURF GRASS LOW MAINTENAN C E TURF GRASS LOW MAINTENAN C E TURF GRASS LOW MAINTENANCE TURF GRASS NO MOW SIGN (TYP) NO MOW SIGN (TYP) NO MOW SIGN (TYP) NO MOW SIGN (TYP) LI M I T S O F EX I S T I N G WE T L A N D PR O P O S E D 10 0 - Y R FL O O D W A Y PR O P O S E D 10 0 - Y R FL O O D P L A I N EX I S T I N G 10 0 - Y R FL O O D P L A I N PR O P O S E D 10 0 - Y R FL O O D W A Y PR O P O S E D 10 0 - Y R FL O O D P L A I N PR O P O S E D 10 0 - Y R FL O O D P L A I N EX I S T I N G 10 0 - Y R FL O O D P L A I N EX I S T I N G 10 0 - Y R FL O O D P L A I N 14' 14' 14' 14'16' 16'16' 16' Tra n s f e r Stat i o n Wall w/ Telesc o p e Poly W a l l Barrier Half W a l l s Half W a l l s 48" Di s c Climbe r 24 Track C l i m b e r w/ Han d r a i l s Disc Po l e Climbe r Ver t i c a l Ste pFill e r Wheel on Post Tic T a c T o e Pa n e l Ribbed Roof Ribbed Roof Poly Straigh t Slide Spir a l Twi s t e r Slid e PC 1 3 4 7 AS T R O R I D E R PC 1 3 4 7 AS T R O R I D E R DRAWING NO. L1.4 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E T U R F & P R A I R I E PL A N WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . GRAPHIC SCALE LEGEND RIGHT OF WAY FLOODWAY FLOODPLAIN TURF GRASS SOD - KENTUCKY BLUEGRASS SOD TURF GRASS SEED & BLANKET - SEE MIX SHEET L2.0 TURF GRASS SOD WITH IRRIGATION SHORELINE PLUGS - SEE SHEET L3.1 FOR MORE INFORMATION MESIC PRAIRIE SEED - SEE SHEET L3.1 FOR MORE INFORMATION EMERGENT SEED AND PLUG MIX - SEE SHEET L3.1 FOR MORE INFORMATION WET PRAIRIE SEED MIX - SEE SHEET L3.1 FOR MORE INFORMATION SEDGE MEADOW SEED MIX - SEE SHEET L3.1 FOR MORE INFORMATION NO MOWING OR DUMPING SIGN - SEE SHEET L2.0 FOR DETAILS 69 W. L I N E O F S E C . 1 7 - 3 6 - 9 62 2 6 2 4 62 4 6 2 1 62 1 62 1 6 2 1 62 1 6 2 2 62 2 62 2 AT CORNER 617 6 1 8 6 1 6 6 1 6 61 8 61 8 6 1 8 6 1 9 6 1 8 6 1 7 6 1 7 618 619 6 1 9 1 ** * 62 1 62 2 62 2 62 3 6 2 3 62 3 62 3 6 2 4 62 4 62 3 62 4 27 28 63 WAKEFIELD DR * * 9' 2'2' 2' 1'-5" BRICK MASONRY BLOCK CORE WITH REINFORCED CONCRETE INFILL SECTION C SECTION D 5' BRICK MASONRY BLOCK CORE WITH REINFORCED CONCRETE INFILL PRECAST SIGN PANEL SEE NOTE B 10 " 4" MONUMENT SIGN SECTIONS AND ELEVATIONS MONUMENT SIGN NOTES: 1.SHOP DRAWINGS TO BE PROVIDED AT TINE OF MONUMENT SIGN PERMIT APPLICATION. 2.SIGN TO BE SINGLE SIDED. 3.SIGN LETTERING TO BE "NEW TIMES ROMAN", ROYAL BLUE. 4.PRECAST CONCRETE TO BE NATURAL COLOR (GRAY). 5.BRICK TO BE GLEN-GERY-CHICAGO COLLECTION "CABERNET" RED COLOR TO MATCH HOUSE BRICK OPTION. MONUMENT MATERIALS: A.BRICK AND MORTAR MATCH BUILDING ARCHITECTURE, SUBMIT SAMPLES TO CLIENT FOR APPROVAL. B.PRECAST MANUFACTURER: ARCHITECTURAL CAST STONE COLOR: MIX 1573, SUBMIT SAMPLE TO CLIENT FOR APPROVAL. 2'-1" 2'-4" 9'-4" PRECAST SIGN PANEL SEE NOTE B WILLOW RUN 5' 6" 2" 3' - 1 1 12" 4' - 3 " PRECAST CAP SEE NOTE B ROWLOCK BRICK DETAIL, SEE NOTE A ROWLOCK BRICK CAP, SEE NOTE A TOP OF FOUNDATION FINISH ELEVATION 42" DEEP MIN., REINFORCED CONCRETE FOUNDATION TO BE DESIGNED BY A STRUCTURAL ENGINEER PROVIDED BY CONTRACTOR TYP.COMPACTED SUBGRADE FRONT ELEVATION D C D C A B SECTION A SECTION B A B 2'-4" PRECAST CAP PANEL, SEE NOTE B. ATTACH WITH STAINLESS STEEL PINS VINYL FLASHING - CAULK EDGE ROWLOCK BRICK DETAIL, SEE NOTE A BRICK TOP OF FOUNDATION FINISH ELEVATION 42" DEEP MIN., REINFORCED CONCRETE FOUNDATION TO BE DESIGNED BY A STRUCTURAL ENGINEER PROVIDED BY CONTRACTOR TYP. COMPACTED SUBGRADE 2" 4' - 3 " 3 12" 2' 6" PIER BEYOND PRECAST SIGN PANEL, SEE NOTE B, WITH CAST-IN-PLACE TEXT ROWLOCK BRICK CAP, SEE NOTE A BRICK TOP OF FOUNDATION FINISH ELEVATION 42" DEEP MIN., REINFORCED CONCRETE FOUNDATION TO BE DESIGNED BY A STRUCTURAL ENGINEER PROVIDED BY CONTRACTOR TYP. 4" 2" 1' - 2 " 3' - 8 " 3" 2" 6" 1' - 8 13" 6 2 3 62 3 WAKEFIELD DR DRAWING NO. L1.5 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E E N L A R G E M E N T A R E A S WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . GRAPHIC SCALE TYPICAL LANDSCAPE BUFFER DETAIL0#SOUTH ENTRANCE DETAIL0# NORTH ENTRANCE DETAIL0# SEE MONUMENT DETAILS ON THIS SHEET NORTH MONUMENT SIGN PLANTING PLAN DETAIL0# 70 1 4 ' 1 4 ' 1 4 ' 1 4 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' Tran s f e r Stat i o n W a l l w / T e l e s c o p e P o l y W a l l B a r r i e r H a l f W a l l s H a l f W a l l s 4 8 " D i s c C l i m b e r 2 4 T r a c k C l i m b e r w / H a n d r a i l s D i s c P o l e C l i m b e r Vert i c a l Step Fille r W h e e l o n P o s t TicT a c T o e Pan e l R i b b e d R o o f R i b b e d R o o f P o l y S t r a i g h t S l i d e Spir a l Twis t e r Slide PC 13 4 7 ASTR O R I D E R PC 13 4 7 ASTR O R I D E R 1 4 ' 1 4 ' 1 4 ' 1 4 ' 1 6 ' 1 6 ' 1 6 ' 1 6 ' Tran s f e r Stat i o n W a l l w / T e l e s c o p e P o l y W a l l B a r r i e r H a l f W a l l s H a l f W a l l s 4 8 " D i s c C l i m b e r 2 4 T r a c k C l i m b e r w / H a n d r a i l s D i s c P o l e C l i m b e r Vert i c a l Step Fille r W h e e l o n P o s t TicT a c T o e Pan e l R i b b e d R o o f R i b b e d R o o f P o l y S t r a i g h t S l i d e Spir a l Twis t e r Slide PC 13 4 7 ASTR O R I D E R PC 13 4 7 ASTR O R I D E R DRAWING NO. L1.6 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S PL A Y G R O U N D A R E A WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . PLAYGROUND NOTES: 1.PLAY STUCTURES # R35E8D70A IN TAN AND GREEN COLORS MANUFACTURED BY PLAYCRAFT SYSTEMS. 2.BIKE RACK IN GREEN BY VISTA FURNISHINGS 3.LOCAL DISTRIBUTOR: ZENON COMPANY, CONTACT MARTIN MARION (847-215-6050 Ext. 101 OR www.zenoncompany.com.) PLAYGROUND AREA DETAIL0# 1307 AGE APPROPRIATE SIGN PC 1347 ASTRO RIDER PC 4218-IG TRASH RECEPTACLE W/ DOME LID (IN-GROUND) BORDER TIMBERS WITH ADA RAMP 4340-4G 4 FT URBAN CLASSIC BENCH 71 SCALED DRAWING NO. L2.0 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E D E T A I L S WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . Scientific Name TREES Common Name Size TOTAL Symbol 6'-10'; CONT. Quantity CC EASTERN REDBUD 22 488 CO 23COMMON HACKBERRY Cercis canadensis Celtis occidentalis 3" B&B SHRUBS Common NameScientific Name TOTAL SizeSymbol Quantity ARROWWOOD VIBURNUM 3-5 GAL.VD 3-5 GAL.NEW JERSEY TEACA BLOOD TWIG DOGWOODCS 3-5 GAL. 33 362 Ceanothus americanus Cornus sanguinea 'Cato' Arctic Sun Viburnum dentatum 'Blue Muffin' 1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 2.ALL DECIDUOUS TREES TO HAVE 8' MINIMUM MULCH RING, UNLESS OTHERWISE SHOWN. 3.ALL PLANTING AREAS TO BE COVERED WITH 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 4.AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 5.NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY THE LANDSCAPE ARCHITECT. 6.ALL PLANTS SHALL MEET OR EXCEED THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, AS SET FORTH BY AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 7.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY THE LANDSCAPE ARCHITECT. 8.ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY THE LANDSCAPE ARCHITECT SHALL BE REPLACE AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. 9.THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 10.LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO FID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 11.TREE STAKING IS NOT REQUIRED FOR TREES WITH LESS THAN 3" CALIPER AS PART OF INITIAL PLANTING. HOWEVER, STAKING WILL BE REQUIRED TO MAINTAIN ANY TREES WHICH BECOME OUT OF PLUMB. STAKING IS REQUIRED FOR TREES WITH 3" OR MORE CALIPER FOR A MINIMUM OF ONE GROWING SEASON. 12.TREES SHALL BE INITIALLY WATERED AFTER PLANTING AND LATER AS NECESSARY TO REMAIN A HEALTHY, VIGOROUS CONDITION. 13.ALL BED EDGES SHALL BE NATURAL SPADE EDGE, 4" IN DEPTH WITH UNIFORM LINES AND CURVES. 14.LANDSCAPE CONTRACTOR IS TO COORDINATE ALL WORK WITH OTHER TRADES TO MINIMIZE RISK OF DAMAGE TO SITE UTILITIES. 15.PRIOR TO THE INSTALLATION OF LANDSCAPING, LANDSCAPE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CONSTRUCTION MANAGER, AND ANY OTHER AFFECTED PARTY TO DISCUSS PROPER SEPARATIONS FROM UTILITIES. 16.SEE SHEET L2.0 FOR PLANTING DETAILS. 17.SEE SHEET L3.0 FOR LANDSCAPE SPECIFICATIONS. LANDSCAPE PLANTING NOTES PLUG PLANTING DETAILMULTI-STEM TREE PLANTING DETAILSHADE TREE PLANTING DETAIL0#0#0#EVERGREEN TREE PLANTING DETAIL0# AA 29AUTUMN BLAZE FREEMAN MAPLEAcer x freemanii 'Jeffersred' AUTUMN BLAZE 3" B&B AM MARMO FREEMAN MAPLEAcer x freemanii 'Marmo'3" B&B QM 20BUR OAKQuercus macrocarpa 3" B&B QR 19NORTHERN RED OAKQuercus rubra 3" B&B UU 18URBAN HYBRID ELMUlmus 'Urban'3" B&B LS 27SWEET GUM (FRUITLESS)Liquidambar styraciflua 'Rotundiloba'3" B&B NS 21BLACK GUMNyssa sylvatica 3" B&B PA 16EXCLAMATION LONDON PLANETREEPlatanus x acerfolia 'Exclamation'3" B&B SHADE TREES EVERGREEN TREES AC 17WHITE FIRAbies concolor 6' TALL B&B PF 39FAT ALBERT BLUE SPRUCEPicea pungens 'Fat Albert'6' TALL B&B PD1O 3DENSATA WHITE SPRUCEPicea glauca 'Densata'10' TALL B&B JV 12EASTERN RED CEDARJuniperus virginiana 6' TALL B&B ORNAMENTAL TREES 6'-10'; CONT.; CLUMPAGAUTUMN BRILLIANCE SERVICEBERRY 11Amelanchier x grandiflora 'Autumn Brilliance' 6'-10'; CONT.; CLUMPBNRIVER BIRCH 15Betula nigra 6'-10'; CONT.; CLUMPCVFRINGE TREE 12Chionanthus virginicus GD 19KENTUCKY COFFEETREE (MALE)Gymnocladus dioicus 3" B&B LT 18TULIP TREELiriodendron tulipifera 3" B&B QP 25PIN OAKQuercus palustris 3" B&B 19 DECIDUOUS SHRUBS RED TWIG DOGWOODCE 3-5 GAL.Cornus sericea 50 35 4 3-5 GAL.RED PRINCE WEIGELAWR 29Weigela 'Red Prince' 3-5 GAL.NINEBARKPO 28Physocarpus opulifolius NANNYBERRY 3-5 GAL.VL Viburnum lentago 28 EVERGREEN SHRUBS RED CEDARJG 3-5 GAL.Juniperus virginiana 'Grey Owl'53 BLUE SPRUCEPG 3-5 GAL.Picea pungens 'Glauca Globosa'25 AMERICAN ARBORVITAETY 3-5 GAL.Thuja occidentalis 'Yellow Ribbon'40 KALM'S ST. JOHN'S WORTHK 3-5 GAL.Hypericum kalmianum 37 PLANT SCHEDULE SHRUB PLANTING DETAIL0# NO MOWING OR DUMPING SIGN DETAIL0# AA4 8AUTUMN BLAZE FREEMAN MAPLE 4" B&BAcer x freemanii 'Jeffersred' AUTUMN BLAZE UU4 5URBAN HYBRID ELMUlmus 'Urban'4" B&B PF10 8FAT ALBERT BLUE SPRUCEPicea pungens 'Fat Albert'10' TALL B&B PD 46DENSATA WHITE SPRUCEPicea glauca 'Densata'6' TALL B&B 12'; CONT.; CLUMPAG12AUTUMN BRILLIANCE SERVICEBERRY 6Amelanchier x grandiflora 'Autumn Brilliance' GRASS SEED MIXES PERMANENT TURF GRASS SEED MIX LOW MAINTENANCE TURF GRASS SEED MIX COVER CROP SEED MIX JC 22CANAERTII RED CEDARJuniperus virginiana 'Canaertii'6' TALL B&B PC 8COLUMNAR NORWAY SPRUCEPicea abies 'Cupressina'6' TALL B&B PERENNIALS & ORNAMENTAL GRASSES Common NameScientific Name SizeSymbol Quantity BLUE ICE AMSONIAAB 1 GAL.Amsonia 'Blue Ice' PRAIRIE DROPSEEDSH 2 GAL.Sporobolus heterolepis 41 22 TOTAL 63 ELONGATED SLOPE PIT DETAIL0#SHADE TREE PLANTING ON SLOPE DETAIL0# SHRUB PLANTING ON SLOPE DETAIL0# PERENNIAL & ORNAMENTAL GRASS PLANTING DETAIL0# 72 DRAWING NO. L3.0 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S LA N D S C A P E S P E C I F I C A T I O N S WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . LANDSCAPING SPECIFICATIONS ”” ”” · · · · · ·” · · · · · · · · · · · · 73 DRAWING NO. L3.1 N:\2018\18250\18250.MI\Drawings\ACAD\LD\S04\Sheet Drawings\8.0 Landscape18250.MI.dwg 2/8/2021 PR O J E C T N O . : PR O J E C T M A N A G E R : DR A W N B Y : DE S I G N E D B Y : 18 2 5 0 . M I MG DB BC R PL A I N F I E L D IL L I N O I S PR A I R I E S P E C I F I C A T I O N S WI L L O W R U N 73 2 5 J a n e s A v e n u e Wo o d r i d g e , I L 6 0 5 1 7 63 0 . 7 2 4 . 9 2 0 0 p h o n e ww w . v 3 c o . c o m DE S C R I P T I O N DA T E NO . R E V I S I O N S OR I G I N A L I S S U E D A T E : 02 - 0 3 - 2 0 2 1 DE S C R I P T I O N DA T E NO . NATURALIZED STORMWATER MANAGEMENT AREAS SPECIFICATIONS 74 75 FIR 5/8 FIR 5/8 FIR 5/8 BENT FIR 5/8 1 0 0 ' W I D E G A S E A S E M E N T P E R D O C . N O . 8 3 1 0 3 9 20 ' S T O R M S E W E R & D R A I N A G E E A S E M E N T P E R D O C . N O . R 2 0 0 1 0 9 3 8 3 8 FIR 5/8 0.09' E 0.11' E ON LINE 0.08' W 0.24' W 221 222 223 224 225 226 227 228 229 230 231 66 ' E. LI N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 W . LI N E O F S E C . 1 7 - 3 6 - 9 N 0 1 ° 4 0 ' 0 8 " W 1 9 4 3 . 6 0 ' (1 6 2 1 . 3 2 ' ) (N 0 1 ° 3 9 ' 3 1 " W ) (1 9 4 3 . 8 0 ' ) (S 0 1 ° 5 1 ' 5 5 " E ) 15 ' P . U . E . 15 ' P . U . E . 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L. 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L.30' B.S.L. 60 ' 70 ' 60' 60' 60 ' 6 0 ' 60 ' OUTLOT B 60'20' 20' 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . SUNSHINE CT. D R A U D E N R O A D O U T L O T G WAKEFIELD DR. C R E E K S I D E C I R . C R E E K S I D E C I R . SUNSHINE DR. L O N G M E A D O W L N . HEREBY DEDICATED HEREBY DEDICATED HE R E B Y D E D I C A T E D HE R E B Y D E D I C A T E D HE R E B Y D E D I C A T E D O U T L O T E OUTLOT C STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED OUTLOT D 130.00' 8 0 . 0 0 ' 80 . 0 0 ' S88° 07' 28"W 130.00' 6 0 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 6 0 . 0 0 ' S88° 07' 28"W 130.00' 60 . 0 0 ' 6 0 . 0 0 ' S88° 07' 28"W 130.00' 6 0 . 0 0 ' 6 0 . 0 0 ' 1 4 . 3 6 ' S88° 07' 28"W 130.00' 1 2 4 . 3 7 ' A=41.73' A = 4 5.14' S61° 3 3 ' 2 9 " W 155.97 ' 10 9 . 9 9 ' 67.67' A=48.01' S32 ° 4 9 ' 2 7 " W 177 . 5 9 ' 145.84' 63.51' A=6.50' S0 1 ° 5 2 ' 3 2 " E 1 3 0 . 2 3 ' 70.00' 70.00' S0 1 ° 5 2 ' 3 2 " E 1 3 0 . 0 0 ' 70.00' A=3.51' 66.49' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A =8 2 .5 1' S0 1 ° 5 2 ' 3 2 " E 1 3 0 . 0 7 ' 70.00' S88° 07' 28"W 130.00' 6 0 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 6 0 . 0 0 ' 60 . 0 0 ' 130.00' 80 . 0 0 ' 8 0 . 0 0 ' 70.00' S 0 1 ° 5 2 ' 3 2 " E 1 3 0 . 0 0 ' 70.00' 57.38' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 72.08' A=6.61' 53.87' 14 1 . 4 0 ' 60.00' 10.00' A =6 0.13 ' S0 1 ° 4 4 ' 3 2 " E 1 3 3 . 7 3 ' 70.00' 90.00' S0 1 ° 4 4 ' 3 2 " E 13 0 . 1 8 ' 90.00' 1 3 0 . 0 0 ' S88° 15' 28"W 150.00' 90 . 3 3 ' 9 3 . 0 0 ' S88° 15' 28"W 150.00' 8 5 . 0 0 ' 85 . 0 0 ' S88° 15' 28"W 150.00' 85 . 0 0 ' 85 . 0 0 ' S88° 15' 28"W 150.00' 81 . 1 4 ' 81 . 1 4 ' S88° 15' 28"W 150.00' 60 . 0 0 ' 60 . 0 0 ' 60 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 6 0 . 0 0 ' S88° 15' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 5 0 . 8 0 ' 100.00' S88° 07' 28"W 130.00' 6 0 . 8 0 ' S88° 07' 28"W 130.00' 6 0 . 8 0 ' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 60 . 8 0 ' S88° 07' 28"W 130.00' 7 0 . 8 0 ' S88° 07' 28"W 130.00' 7 0 . 8 0 ' S88° 07' 28"W 130.00' 7 0 . 8 0 ' S88° 07' 28"W 130.00' 70 . 8 0 ' 99.93' 51 . 5 9 ' 100.07' S0 1 ° 5 2 ' 3 2 " E 8 1 . 3 5 ' 5 1 . 1 2 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 7 0 . 8 0 ' 7 0 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 7 0 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 70 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 70 . 8 0 ' 7 0 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 6 0 . 8 0 ' 6 0 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 6 0 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 6 0 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 60 . 8 0 ' 60 . 8 0 ' S88° 07' 28"W 130.00' S0 1 ° 5 2 ' 3 2 " E 80 . 8 0 ' 100.00' 50 . 8 0 ' S88° 07' 28"W 140.00' 80 . 0 0 ' 140.00' 80 . 0 0 ' S88° 07' 28"W 140.00' 7 0 . 0 0 ' 7 0 . 0 0 ' 140.00' 7 0 . 0 0 ' 70 . 0 0 ' S88° 07' 28"W 156.76' A =2 9 .8 5 ' 60 . 2 1 ' 7 0 . 0 0 ' S75° 15' 24 " W 134.86' A=72.53'9 3 . 3 7 ' A = 4 3 . 3 2 ' 6 0 . 2 8 ' A =48.05'A =45.53' A=29.90'56.09' A=3.91' 60.00'60.00' A=26.29' 23.91' A =4 4 .1 0 ' A=44.10'N74° 38' 0 2 " W 140.35' 9 2 . 7 1 ' 2 4 . 4 3 ' A=27.08' S88° 07' 28"W 130.00' 60 . 0 0 ' 60 . 0 0 ' S88° 07' 28"W 130.00' 80 . 0 0 ' 130.00' 8 0 . 0 0 ' A=22 3. 6 5 ' R = 6 0.00' CB=N 2 3 ° 4 5 ' 4 2"W A =4 9 .4 4'R=90.00' C B =N 7 6°00'07"W S88° 15' 37"W 200.00' A=141.59'R =9 0 .0 0 ' CB=S43°1 1'3 2 "W S0 1 ° 5 2 ' 3 2 " E 1 6 4 . 4 3 ' S88° 07' 28"W 150.00' 70 . 0 0 ' N88° 07' 28"E 150.00' S0 1 ° 5 2 ' 3 2 " E 3 9 4 . 3 6 ' A = 1 4 1. 3 7' R=90.00' C B = S 4 6°52'32"E N88° 07' 28"E 200.00' A =1 4 1.3 7'R=90.00' C B =N 4 3°07'28"E N 0 1 ° 5 2 ' 3 2 " W 2 5 8 . 1 4 ' N88° 07' 28"E 382.91'A =6 0 .2 8 'R =470.00' C B =S 8 8 °12 '06"E S84°31'40"E 118.54'A=66.7 4 'R =5 30.0 0 ' CB=S88°0 8 '06 "E N88°15'28"E 100.00' 60 . 0 0 ' S88°15'28"W100.00'A=50.09 'R =47 0 .0 0 'CB=N88°41'2 0 "W N0 1 ° 4 4 ' 3 2 " W 5 3 2 . 4 3 ' S0 1 ° 4 4 ' 3 2 " E 5 2 4 . 9 3 ' N84° 31' 40"W 67.16'A =6 7 .9 7 'R =5 30.00'C B =N 8 8 °12'06"WS88° 07' 28"W 382.91' N0 1 ° 5 2 ' 3 2 " W 2 8 0 . 2 1 ' A = 47.20'R =3 0 .00' CB=N4 3 °1 1 '3 2 "E N88° 15' 37"E 200.00'A =4 7.05' R = 3 0 . 0 0' C B=S46° 4 8 ' 2 8 " E S0 1 ° 5 2 ' 3 2 " E 6 2 8 . 3 2 ' A=4 7 .1 2'R=30.00 ' C B =S 4 3 ° 07'28"W S88° 07' 28"W 200.00' A= 4 7 . 1 2' R=30.0 0 ' C B = N 4 6 °52'32"W N 0 1 ° 5 2 ' 3 2 " W 6 2 8 . 7 9 ' HEREBY DEDICATED S88° 07' 28"W 130.02' A=53.50' 60 . 0 7 ' N73° 00' 47"W 30.93' S0 1 ° 5 2 ' 3 2 " E 1 6 8 . 0 7 ' S88° 07' 28"W 493.51' N0 1 ° 5 2 ' 3 2 " W 6 1 4 . 3 6 ' 20.00' 11 6 6 . 2 1 ' N 0 8 ° 5 9 ' 2 4 " W 3 1 1 . 8 6 ' N 2 3 ° 1 0 ' 3 2 " W 1 0 8 . 9 6 ' N 0 1 ° 4 4 ' 3 2 " W 1 8 5 . 3 7 ' 34.44'125.52' S 0 8 ° 1 9 ' 3 2 " E 1 3 0 . 8 3 ' S88° 07' 28"W 142.08' S0 1 ° 5 2 ' 3 2 " E 1 9 0 . 0 7 ' S88° 07' 28"W 117.22' S0 1 ° 5 2 ' 3 2 " E 2 2 3 . 6 5 ' N88° 07' 28"E 141.74' 31.67' 29 5 . 1 1 ' S88° 15' 28"W 130.00' N 0 1 ° 4 4 ' 3 2 " W 1 8 0 . 0 0 ' 186.37' S 0 1 ° 5 2 ' 3 2 " E 2 2 0 . 0 0 ' 211.24' N 0 8 ° 1 9 ' 3 2 " W 2 2 1 . 4 0 ' S88° 08' 33"W 220.00' 3 4 . 4 9 ' S 2 3 ° 1 0 ' 3 2 " E 1 0 7 . 0 1 ' S 0 8 ° 5 9 ' 2 4 " E 3 0 6 . 4 3 ' S 4 2 ° 5 7 ' 3 7 " E 2 1 5 . 8 6 ' 6 0 0 . 9 0 ' N0 1 ° 5 2 ' 3 2 " W 3 8 4 . 9 5 ' 20.00' 3 8 5 . 0 0 ' 30.24' S0 1 ° 4 4 ' 3 2 " E 1 7 5 . 8 9 ' S0 1 ° 4 4 ' 3 2 " E 2 2 9 2 . 8 9 ' N0 1 ° 5 2 ' 3 2 " W 1 6 2 1 . 2 1 ' 27 10,400 SF 0.2388 AC 28 7,800 SF 0.1791 AC 29 7,800 SF 0.1791 AC 30 7,800 SF 0.1791 AC 31 7,800 SF 0.1791 AC 32 7,800 SF 0.1791 AC 33 12,090 SF 0.2775 AC 34 17,512 SF 0.4020 AC 35 13,460 SF 0.3090 AC 36 9,101 SF 0.2089 AC 37 9,100 SF 0.2089 AC 38 9,100 SF 0.2089 AC 39 9,936 SF 0.2281 AC 40 8,102 SF 0.1860 AC 41 7,800 SF 0.1791 AC 42 7,800 SF 0.1791 AC 43 7,800 SF 0.1791 AC 44 10,400 SF 0.2388 AC 45 9,100 SF 0.2089 AC 46 8,415 SF 0.1932 AC 47 11,200 SF 0.2571 AC 48 9,800 SF 0.2250 AC 49 9,800 SF 0.2250 AC 50 12,751 SF 0.2927 AC 51 10,610 SF 0.2436 AC 0.3270 AC60 14,824 SF 0.3403 AC 61 9,468 SF 0.2174 AC 62 7,800 SF 0.1791 AC 63 10,400 SF 0.2388 AC 64 10,402 SF 0.2388 AC 65 9,204 SF 0.2113 AC 66 9,204 SF 0.2113 AC 67 9,204 SF 0.2113 AC 68 9,204 SF 0.2113 AC 69 7,904 SF 0.1815 AC 70 7,904 SF 0.1815 AC 71 7,904 SF 0.1815 AC 72 7,904 SF 0.1815 AC 73 10,311 SF 0.2367 AC 74 10,311 SF 0.2367 AC 75 7,904 SF 0.1815 AC 76 7,904 SF 0.1815 AC 77 7,904 SF 0.1815 AC 78 7,904 SF 0.1815 AC 79 9,204 SF 0.2113 AC 80 9,204 SF 0.2113 AC 81 9,204 SF 0.2113 AC 82 9,204 SF 0.2113 AC 83 10,364 SF 0.2379 AC 84 8,253 SF 0.1895 AC 85 9,186 SF 0.2109 AC 86 11,708 SF 0.2688 AC 87 13,906 SF 0.3192 AC 88 12,750 SF 0.2927 AC 89 12,750 SF 0.2927 AC 90 12,171 SF 0.2794 AC 91 9,000 SF 0.2066 AC 0.2066 AC 108 7,800 SF 0.1791 AC 109 7,800 SF 0.1791 AC 43,737 SF 1.0041 AC 88,264 SF 2.0263 AC 3 3 , 6 4 4 S F 0 . 7 7 2 4 A C 30'30' 30 ' 30 ' 30'30' 35 ' 35 ' 30'30' 1 0 ' P . U . & D . E . 1 0 ' P . U . & D . E . 10' P.U.& D.E. 10 ' 7. 5 ' 7. 5 ' 15 ' P. U . & D . E . 15' 15 ' P . U . & D . E . 7. 5 ' 7. 5 ' 15 ' 15' 15 ' P . U . & D . E . 30 ' P . U . & D . E . N59° 00' 00"E 30.45' 5' 30' B.S.L. 10.12' 7.5'7.5' 15'30' B.S.L. 3 0 ' B . S . L . P.U.& D.E. P.U.& D.E.CREEKSIDE CIR. HE R E B Y D E D I C A T E D CREEKSIDE CIR. N88° 07' 28"E 184.63' 30' B.S.L. 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30 ' B . S . L . 30' B.S.L. S88° 07' 28"W 130.00' 5 8 . 1 4 ' A=1.86' 60 . 0 0 ' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT: LATITUDE: 41-36-28.62310 N LONGITUDE: 88-14-26.06253 W ELLIPSOID HEIGHT: 516.750 GROUND SCALE FACTOR 1.0000489239 ALL MEASUREMENTS ARE ON THE GROUND. REVISIONS DATENO.DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 4260' WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISIONOF 18250.MI N/A 01-13-21 VP04.2 BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS P.U.& D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT 0 GRAPHIC SCALE 1" = 60 30 60 120 240 60' R. O . W . EASEMENT & SETBACK TYPICAL UNLESS OTHERWISE NOTED. 10.0' (TYP.)P.U.&D.E. P.U.&D.E.10' (TYP.) 5' (TYP.) 5' (TYP.) 00 5' (TYP.) LOT NUMBER 5.0' (TYP.) 10' (TYP.)P.U.&D.E. 30.0' B.S.L TYPICAL LOT DETAIL 60 . 0 ' 30.0' B.S.L PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. P.I.N. 06-03-17-100-025-010 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT S.XXXXXXX -Please add street directions. - Creekside can't used as a street name, since it already exists in another subdivision. Note for Unit 2 - Easton will not be allowed either. W. W. xx LN.xx LN. W . XXXXXXX X X X X X X X XX X X X X X S. S. S . 76 FIP 1 W CAP FIP 7/8 FIP 1 FIR 5/8 BENT FIR 5/8 FIR 5/8 20 ' S T O R M S E W E R & D R A I N A G E E A S E M E N T P E R D O C . N O . R 2 0 0 1 0 9 3 8 3 8 APPARENT 33' PRESCRIPTIVE EASEMENT AS MONUMENTED ON LINE 0.08' W 0.11' W 33 ' 0.65' NLY & 0.16' SW'LY AT CORNER ON LINE UNSU B D I V I D E D 229 230 232 E . LI N E O F W . 1 / 2 O F T H E N W 1 / 4 O F S E C . 1 7 - 3 6 - 9 N0 1 ° 4 0 ' 0 8 " W 1 9 4 3 . 6 0 ' ( A = 3 3 5 . 7 6 ' ) ( C B = S 1 5 ° 4 8 ' 2 0 " E ) (N 0 1 ° 3 9 ' 3 1 " W ) (1 9 4 3 . 8 0 ' ) ( C H = 3 3 2 . 4 5 ' ) S. LINE OF THE NW 1/4 OF SEC. 17-36-9 (S88° 15' 57"W) (151.52') 151.50' FIP 3/4 0.50' W 20' 15 ' P . U . E . 30' B.S.L. 6 0 ' OUTLOT A 20' ROWLEY ROAD O U T L O T E STORMWATER & DRAINAGE EASEMENT HEREBY GRANTED 45' OUTLOT F 1 2 3 4 5 6 7 8 9 10 11 12 1415 16 1718192021222324 2526 13 12 4 . 3 7 ' A = 4 5.14' S61° 3 3 ' 2 9 " W 155.97 ' 1 0 9 . 9 9 ' 67.67' A=48.01' S32 ° 4 9 ' 2 7 " W 177 . 5 9 ' 145.84' 63.51' A=6.50' S0 1 ° 5 2 ' 3 2 " E 13 0 . 2 3 ' 70.00' 70.00' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 0 ' 70.00' A=3.51' 66.49' S0 1 ° 5 2 ' 3 2 " E 1 3 0 . 0 0 ' 70.00' A =8 2 .5 1' S0 1 ° 5 2 ' 3 2 " E 13 0 . 0 7 ' 70.00' 1 4 1. 3 7' R=90.00' = S 4 6°52'32"E N88° 07' 28"E 200.00' A =1 4 1.3 7 ' R= C B =N 4 3°0CB2'32"W N73° 00' 47"W 30.93' S 0 1 ° 5 2 ' 3 2 " E 1 6 8 . 0 7 ' S88° 07' 28"W 493.51' 1 1 6 6 . 2 1 ' 320.53' N0 1 ° 4 4 ' 3 2 " W 2 1 3 . 7 4 ' N 4 2 ° 5 7 ' 3 7 " W 1 9 0 . 9 8 ' N 0 8 ° 5 9 ' 2 4 " W 3 1 1 . 8 6 ' S88° 07' 28"W 117.22' S 0 8 ° 5 9 ' 2 4 " E 3 0 6 . 4 3 ' S 4 2 ° 5 7 ' 3 7 " E 2 1 5 . 8 6 ' 60 0 . 9 0 ' 45.32'S84° 55'13"E 365.85' A = 3 3 5 . 7 1 ' R = 6 9 0 . 0 0 ' C B = S 1 5 ° 4 8 ' 5 1 " E 21 3 . 2 8 ' N12° 15' 32"W 23.74' A = 10 2 . 9 3 ' R = 5 6 0 . 0 0 ' C B = N 0 6 ° 5 9 ' 3 5 " W N01° 43' 38"W 0.75' S88° 16' 22"W 315.52' A = 7 8 . 2 3 ' R = 6 9 0 . 0 0 ' C B = N 0 5 ° 0 7 ' 2 6 " W A=20.03' R=330.00' CB=S78°39'54"W A=74.92' R=659.39' CB=S05°03'14"E S0 1 ° 5 2 ' 3 2 " E 5 8 . 3 5 ' S88° 16' 22"W 147.76'N83° 55' 27"W 131.2 1 'S88° 16' 22"W 350.00' S63° 4 3 ' 2 8 " W 1 7 1 . 4 0 ' N89° 47' 19"W 88.01' N 0 8 ° 1 9 ' 3 2 " W 1 3 8 . 2 7 ' N41° 21' 48"E 19.06' A=63.75' R=62.50' CB=N17°50'58"W A=36.38' R=50.00' CB=N09°28'28"W A=28.37' R=90.00' CB=N21°17'23"W 0.2775 AC 34 17,512 SF 0.4020 AC 35 13,460 SF 0.3090 AC 36 9,101 SF 0.2089 AC 37 9,100 SF 0.2089 AC 38 9,100 SF 0.2089 AC 39 9,936 SF 0.2281 AC PROP O S E D W I L L O W R U N U N I T 2 760,950 SF 17.4690 AC 2.0263 AC 33,644 SF 0.7724 AC 3 3 , 6 4 4 S F 0 . 7 7 2 4 A C 127,627 SF 2.9299 AC 33 ' 10' P.U.& D.E. CREEKSIDE CIR. D R A U D E N R O A D 35 4 . 8 7 ' 30' B.S.L. EASTON LN. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM (SPCS) NAD 83 (2011) ZONE 1201 (ILLINOIS EAST) WITH PROJECT ORIGIN AT: LATITUDE: 41-36-28.62310 N LONGITUDE: 88-14-26.06253 W ELLIPSOID HEIGHT: 516.750 GROUND SCALE FACTOR 1.0000489239 ALL MEASUREMENTS ARE ON THE GROUND. REVISIONS DATENO.DESCRIPTION NO. DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517 NAPERVILLE, IL 60563 400 E DIEHL ROAD, SUITE 230 630-577-5200 M/I HOMES OF CHICAGO LLC CWB 4360' WILLOW RUN - UNIT 1, PLAINFIELD, IL FINAL PLAT OF SUBDIVISION SPK CWB WILLOW RUN - UNIT 1 FINAL PLAT OF SUBDIVISIONOF 18250.MI N/A 01-13-21 VP04.2 0 GRAPHIC SCALE 1" = 60 30 60 120 240 60' BUILDING SETBACK LINEB.S.L. SUBDIVISION BOUNDARY LINE PROPOSED EASEMENT LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE SECTION CORNER10 11 3 2 LEGEND W WEST E EAST S SOUTH N NORTH CALCULATED DATUM0.00' (0.00')RECORD DATUM SET CONCRETE MONUMENT CB CHORD BEARING A ARC LENGTH R RADIUS P.U.& D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT R. O . W . EASEMENT & SETBACK TYPICAL UNLESS OTHERWISE NOTED. 10.0' (TYP.)P.U.&D.E. P.U.&D.E.10' (TYP.) 5' (TYP.) 5' (TYP.) 00 5' (TYP.) LOT NUMBER 5.0' (TYP.) 10' (TYP.)P.U.&D.E. 30.0' B.S.L TYPICAL LOT DETAIL 60 . 0 ' 30.0' B.S.L PART OF THE WEST HALF OF THE NORTHWEST FRACTIONAL QUARTER OF SECTION 17, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS. P.I.N. 06-03-17-100-025-010 06-03-17-100-025-020 1 01-29-21 REVISED ROAD NAMES PER CLIENT 77 EXAMPLE OF KEY/THROUGH LOT LABELING 78 79 80 81 82 A B B B B C C C D D D D E A B C D E F F F G 303 306 307 F OUTLOT OUTLOT B 301 UNSUBDIVIDED LAND U N S U B D I V I D E D L A N D UNSUBDIVIDED LAND AS DOCUMENT R2006-069167 RECORDED APRIL 27, 2006 SUBDIVISION STEWART RIDGE FINAL PLAT OF 62 65 66 68 70 69 67 72 71 64 75 74 73 38 35 3433 40 39 36 292827 32 31 30 41 OUTLOT H 1615 37 26 46 44 43 42 1413 45 95 94 93 107 97 96 103 102 101 106 105 104 108 89 88 86 87 9190 111 110 109 85 92 112 98 83 82 81 122 121 84 77 76 80 79 78 123 114 115 116 99 100 113 120 125 124 117 118 119 25 158 159 160 169 168 167 164 165166 161 162 163 OUTLOT A 304 302 179 309 308 305 132133 131 178 1 5 7 BLOCK 2 148 137 136 135 140 139 138 128 127 126 134 130 129 141 152 153154 149 150 151 144 143 142 147 146 145 54 53 5257 56 55 48 47 OUTLOT L 51 50 49 58 21 2019 24 23 22 61 60 59 1817 O U T L O T T OUTLOT I 175 174 173 F O U T L O T OUTLOT J 176 177 OUTLOT A OUTLOT C 172 171 170 5 6 4 3 21 9 8 7 12 11 10 OUTLOT E 155 156 OUTLOT G G L A N D U N S U B D I V I D E D UNSUBDIVIDED LAND UNSUBDIVIDED LAND N.T.S. N VICINITY MAP LOCATION PROJECT SCOTCH RD W 127TH ST S R I D G E R D H E G G S R D R O U T E 3 0 EXISTING SUBDIVISION LIMITS S O U T H E A S T Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 W E S T L I N E O F T H E E A S T H A L F O F T H E Phone: (847) 696-4060 Fax: (847) 696-4065 Rosemont, Illinois 60018 9575 W. Higgins Road, Suite 700, JOB NO: DATE: FILENAME: SHEET OF REVISIONS: 0 SCALE 1" = 150' 150 300 N 3614.11 1 25 C E N TER OF S E C TI O N TN R E 37 08 TN R E 37 08 S E C TION C O RN E R 36 36 2525 R E R E N T N T 25 36 31 30 08 09 3737 R E0825 25 N73 T N 30 73T E90R 30 30 CE N TER OF S E CTI O N T N R E 37 09 TN R E 37 09 S E C TION C O RN E R 31 31 3030 FINAL PLAT OF SUBDIVISION PLAINFIELD, ILLINOIS RECORDING INFORMATION LEGEND PK / MAG NAIL RIGHT-OF-WAY MONUMENT DISC IRON / STEEL ROD IRON PIPE CUT CROSS RAILROAD SPIKE STONE MONUMENT 63 EXISTING SUB. LIMITS CHATHAM SQUARE PHASE 8 01/29/2021 3614.11SUB-PH8 4 194.92'(M&R) S49°20'37"W(M&R)1 8 5 .0 8 '(M &R ) S 1 6 °3 0 '0 3 "W (M &R ) S 3 7 °2 5 '1 5 "W (M & R ) 2 0 1 .6 9 '(M & R ) S 0 1 ° 2 6 ' 1 8 " E ( M & R ) 482.72'(M&R) N89°05'04"E(M&R) 1 2 7 9 . 7 0 ' ( M & R ) NAPERVILLE, ILLINOIS 60563 SUITE 230 400 E. DIEHL ROAD M/I HOMES OF CHICAGO, LLC PREPARED FOR: AREA SUMMARY - TOTAL 27.451 4.856 5.696 16.899 ACRES AS DOCUMENT 200716802 RECORDED MAY 25, 2007 KENDALL COUNTY: AS DOCUMENT R2007081168 RECORDED MAY 25, 2007 WILL COUNTY: FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 3 AS DOCUMENT 200700011169 RECORDED APRIL 5, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT 2006-19786 RECORDED JULY 5, 2006 KENDALL COUNTY: AS DOCUMENT 2007053726 RECORDED APRIL 5, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT R2006-109309 RECORDED JULY 5, 2006 WILL COUNTY: FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 2 AS DOCUMENT R2007-001724 RECORDED JANUARY 3, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT R2006-037229 RECORDED MARCH 2, 2006 FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 1 AS DOCUMENT 200800004016 RECORDED FEBRUARY 15, 2008 KENDALL COUNTY AS DOCUMENT R2008-023923 RECORDED FEBRUARY 28, 2008 WILL COUNTY FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 4 AS DOCUMENT R2008-048868 RECORDED APRIL 16, 2008 FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 5A AS DOCUMENT 200800019274 RECORDED AUGUST 19, 2008 PLAT OF RESUBDIVISION CHATHAM SQUARE UNIT 2R L 1 6 L 1 5 C4 C 3 L 14 C2 L 9 L10 L11 L12 L13 C 1 L1 L2 L3 L4 L5 L6 L7 L8 LINE TABLE DISTANCEBEARING L16 L15 L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4 L3 L2 L1 S00°54'56"E(M&R) S20°33'29"E(M&R) N72°06'07"W(M&R) S01°32'51"W(M&R) S12°32'12"E(M&R) S01°32'51"W(M&R) S15°35'01"W(M&R) S01°32'51"W(M&R) N83°02'09"E(M&R) N89°39'54"E(M&R) N83°28'12"E(M&R) N71°40'55"E(M&R) N63°41'14"E(M&R) N72°04'36"E(M&R) N80°36'42"E(M&R) N55°47'27"E(M&R) 103.65'(M&R) 99.52'(M&R) 125.00'(M&R) 11.51'(M&R) 41.09'(M&R) 26.41'(M&R) 41.23'(M&R) 123.40'(M&R) 155.84'(M&R) 170.00'(M&R) 101.44'(M&R) 100.32'(M&R) 96.94'(M&R) 70.76'(M&R) 82.25'(M&R) 169.11'(M&R) C4 C3 C2 C1 98.22'(M&R) 153.67'(M&R) 274.77'(M&R) 259.57'(M&R) 280.00'(M&R) 280.00'(M&R) 230.00'(M&R) 500.00'(M&R) S59°23'34"W(M&R) S33°37'15"W(M&R) S32°40'38"E(M&R) S13°19'30"E(M&R) 97.72'(M&R) 151.75'(M&R) 258.72'(M&R) 256.67'(M&R) CH LENGTH CH BEARING RADIUSLENGTH CURVE TABLE 208207206 205 204 203 202 201 200 199 198 259 258 257 256 214 213 215 216 212 217 218 211 210 219 220 221 223 222 209 224 225 226 227 228 229 230 235 236 237 238 232 231 233 234 255 254 253 252 251 250 249 248 247 246 245 244 243 242 241 240 239 OUTLOT SUMMARY TOTAL OUTLOT S OUTLOT R OUTLOT P OUTLOT 0 LOT 248,123 13,967 205,254 13,950 14,952 SQ. FT. 5.696 0.321 4.712 0.320 0.343 ACRES TOTAL STREET DED OUTLOTS LOTS LOT 1,195,783 211,522 248,123 736,138 SQ. FT. AREA SUMMARY - LOTS 227 11,000 0.253 226 12,765 0.293 225 13,789 0.317 224 11,427 0.262 223 12,522 0.287 222 9,220 0.212 221 11,855 0.272 220 11,999 0.275 219 11,123 0.255 218 11,280 0.259 217 11,076 0.254 216 10,968 0.252 215 10,771 0.247 214 13,270 0.305 213 12,304 0.282 212 11,774 0.270 211 12,555 0.288 210 12,077 0.277 209 10,487 0.241 208 12,343 0.283 207 12,632 0.290 206 13,162 0.302 205 11,350 0.261 204 11,195 0.257 203 12,714 0.292 202 11,162 0.256 201 11,346 0.260 200 11,010 0.253 199 11,696 0.269 198 11,000 0.253 LOT SQ.FT. ACRES TOTAL 736,138 16.899 259 10,998 0.252 258 11,211 0.257 257 11,468 0.263 256 15,383 0.353 255 14,491 0.333 254 12,178 0.280 253 11,189 0.257 252 11,712 0.269 251 11,064 0.254 250 11,017 0.253 249 15,514 0.356 248 12,938 0.297 247 11,484 0.264 246 11,156 0.256 245 11,563 0.265 244 11,087 0.255 243 11,271 0.259 242 11,050 0.254 241 11,050 0.254 240 10,832 0.249 239 13,453 0.309 238 14,955 0.343 237 12,241 0.281 236 11,314 0.260 235 11,865 0.272 234 11,159 0.256 233 14,176 0.325 232 12,109 0.278 231 11,161 0.256 230 9,594 0.220 229 12,400 0.285 228 11,183 0.257 LOT SQ.FT. ACRES OF SECTION 31-37-9 NORTH LINE OF THE NORTHWEST QUARTER S E C T I O N 3 0 - 3 7 - 9 S O U T H W E S T Q U A R T E R O F W E S T L I N E O F T H E Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 E A S T L I N E O F T H E S O U T H E A S T O F S E C T I O N 3 0 - 3 7 - 9 E A S T L I N E O F T H E S O U T H W E S T Q U A R T E R QUARTER OF SECTION 36-37-8 NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 25-37-8 NORTH LINE OF THE SOUTHEAST Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 W E S T L I N E O F T H E S O U T H W E S T QUARTER OF SECTION 25-37-8 SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25-37-8 SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 30-37-9 SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 30-37-9 NORTH LINE OF THE SOUTHWEST 0.07'E FOUND RR SPIKE ON-LINE & ON-LINE FOUND 3/4" IP 0.67'N & 1.00'W; FOUND 3/4" IP 0.13'S & CORNER FOUND PK NAIL AT CORNER FOUND PK NAIL AT AT CORNER FOUND 1/2" IP 2.47'N & 1.29'W FOUND IP W/CAP ON-LINE & 0.08'W FOUND RR SPIKE 13.72'N & 0.88'W FOUND IP W/CAP CORNER MONUMENT AT SET CONC & 0.09'E; FOUND 1" IP 4.42'S ON-LINE FOUND IP 0.24'N & AT CORNER FOUND 1" IP 4.00'S & 0.26'W FOUND 1/2" IP 2.36'S & ON-LINE FOUND 1/2" IP 1.30'N & 0.06'W FOUND RR SPIKE AT CORNER FOUND PK NAIL ASSUMED BEARING SYSTEM N88°34'30"E 1394.05' 2 6 3 7 . 3 2 ' S 0 1 ° 2 5 ' 0 2 " E 2030.38' 1309.44' 2618.89' N89°08'51"E 1308.50' 2 6 3 5 . 5 4 ' N 0 1 ° 2 7 ' 3 1 " W S89°05'04"W S88°45'48"W 2052.73' 2616.96' PER DOCUMENT 200716802 HERETOFORE DEDICATED 5 0 ' DOCUMENT R2006-037229 HERETOFORE DEDICATED PER S P R A I R I E R I D G E L A N EROAD W RED APPLE TRAIL W OLD P A R K W A Y APP L E R O A D LINCOLNSHIRE LANE S CHERRY BLOSSO M BLVD W RED ORCHARD D RI V E S E LIZ A B E T H MI L E S T O N E W MILESTONE DRIVE 127TH STREET D RI V E S CHERRY S B LU E W A T E R W B L V D B LO S S O M COURTW ELIZABETH W CHATHAM DRIVE H E G G S R O A D R O A D W R E D AP P L E SOUTHEAST QUARTER OF SECTION 25-37-8 SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 30-37-9 NORTH LINE OF SOUTH 209.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 30-37-9 WEST LINE OF EAST 1,000.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 30-37-9SOUTH LINE OF NORTH 1,650.00 FEET OF THE W I L L C O U N T Y POINT OF BEGINNING K E N D A L L C O U N T Y K E N D A L L C O U N T Y W I L L C O U N T Y IP 0.07'N & 0.09'E FOUND 3/4" SMASHED OUTLOT R OUTLOT 0 OUTLOT S OUTLOT P 03-25-400-012 03-25-400-011 03-25-400-010 03-25-400-009 P.I.N.: MONUMENT SET CONCRETE MONUMENT SET CONCRETE S O U T H W E S T Q U A R T E R O F S E C T I O N 3 0 - 3 7 - 9 W E S T L I N E O F E A S T 1 , 3 9 4 . 0 0 F E E T O F T H E S O U T H E A S T Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 E A S T L I N E O F T H E W E S T H A L F O F T H E AS DOCUMENT R2019082429 RECORDED NOVEMBER 18, 2019 WILL COUNTY FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 6 RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, IN ILLINOIS BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, LOT DETAILS SEE SHEET 3 FOR PROPOSED BOUNDARY DIMENSIONS SEE SHEET 2 FOR EXISTING S PO P LA R C RO S S IN G DRIVE L A N E S W I L L O W G A T E L A N EW VINCENT S W ILLOWGATE DESIGN SCHEDULE 0.72'S & 1.29'W FOUND IP W/CAP AT CORNER FOUND 1/2" IP 1.5'N & 8.3'W FOUND STONE 1.2'N & 6.7'W; FOUND STONE AT CORNER FOUND STONE 259 258 257 256 255 254 253 252 251 250 249 248 247 246 245 244 243 242 241 240 239 238 237 236 235 234 233 232 231 230 229 LOT # 228 227 226 225 224 223 222 221 220 219 218 217 216 215 214 213 212 211 210 209 208 207 206 205 204 203 202 201 200 199 198 LOT # 11,183 11,000 12,765 13,789 11,427 12,522 9,220 11,855 11,999 11,123 11,280 11,076 10,968 10,771 13,270 12,304 11,774 12,555 12,077 10,487 12,343 12,632 13,162 11,350 11,195 12,714 11,162 11,346 11,010 11,696 11,000 SQ. FT. AREA 80.1 80.0 80.8 80.7 80.7 95.6 75.2 108.5 100.4 83.4 80.0 96.8 91.9 91.5 114.8 80.5 80.5 80.2 80.0 85.5 80.4 93.7 97.2 99.0 80.0 81.2 81.0 81.0 80.1 97.0 80.0 IN FEET LOT WIDTH 10,998 11,211 11,468 15,383 14,491 12,178 11,189 11,712 11,064 11,017 15,514 12,938 11,484 11,156 11,563 11,087 11,271 11,050 11,050 10,832 13,453 14,955 12,241 11,314 11,865 11,159 14,176 12,109 11,161 9,564 12,400 SQ. FT. AREA 80.0 79.2 82.0 104.6 104.1 100.2 82.4 80.3 88.2 81.0 80.0 80.2 80.0 85.1 85.2 80.4 81.4 85.0 85.0 86.8 108.3 81.8 81.0 82.9 89.8 90.0 120.2 95.3 90.0 75.5 109.9 IN FEET LOT WIDTH N:\Projects\3614\3614.11-MI-homes\SURVEY\3614.11SUB-PH8.dgn Default User=rpopeck 83 A F 303 OUTLOT B 301 65 66 68 70 69 67 85 83 82 81 84 OUTLOT G 304 302 179 178 OUTLOT L 175 174 173 OUTLOT J 176 177 OUTLOT A 172 171 5 6 21 8 7 OUTLOT E B B F UNSUBDIVIDED LAND UNSUBDIVIDED LAND G OUTLOT F A B D E F GC LIMITS SUBDIVISION =EXISTING 3614.11 3614.11SUB-PH8 42 01/29/2021 Phone: (847) 696-4060 Fax: (847) 696-4065 Rosemont, Illinois 60018 9575 W. Higgins Road, Suite 700, JOB NO: DATE: FILENAME: SHEET OF REVISIONS: N S 0 1 ° 2 6 ' 1 8 " E ( M & R ) 1 2 7 9 . 7 0 ' ( M & R ) NAPERVILLE, ILLINOIS 60563 SUITE 230 400 E. DIEHL ROAD M/I HOMES OF CHICAGO, LLC PREPARED FOR: L1 L2 L3 L4 L5 L6 L7 L8 LINE TABLE DISTANCEBEARING L16 L15 L14 L13 L12 L11 L10 L9 L8 L7 L6 L5 L4 L3 L2 L1 S00°54'56"E(M&R) S20°33'29"E(M&R) N72°06'07"W(M&R) S01°32'51"W(M&R) S12°32'12"E(M&R) S01°32'51"W(M&R) S15°35'01"W(M&R) S01°32'51"W(M&R) N83°02'09"E(M&R) N89°39'54"E(M&R) N83°28'12"E(M&R) N71°40'55"E(M&R) N63°41'14"E(M&R) N72°04'36"E(M&R) N80°36'42"E(M&R) N55°47'27"E(M&R) 103.65'(M&R) 99.52'(M&R) 125.00'(M&R) 11.51'(M&R) 41.09'(M&R) 26.41'(M&R) 41.23'(M&R) 123.40'(M&R) 155.84'(M&R) 170.00'(M&R) 101.44'(M&R) 100.32'(M&R) 96.94'(M&R) 70.76'(M&R) 82.25'(M&R) 169.11'(M&R) C4 C3 C2 C1 98.22'(M&R) 153.67'(M&R) 274.77'(M&R) 259.57'(M&R) 280.00'(M&R) 280.00'(M&R) 230.00'(M&R) 500.00'(M&R) S59°23'34"W(M&R) S33°37'15"W(M&R) S32°40'38"E(M&R) S13°19'30"E(M&R) 97.72'(M&R) 151.75'(M&R) 258.72'(M&R) 256.67'(M&R) CH LENGTH CH BEARING RADIUSLENGTH CURVE TABLE POINT OF BEGINNING FINAL PLAT OF SUBDIVISION PLAINFIELD, ILLINOIS CHATHAM SQUARE PHASE 8 194.92'(M&R) S49°20'37"W(M&R) 1 8 5 .0 8 '(M &R ) S 1 6 °3 0 '0 3 "W (M &R ) S 3 7 °2 5 '1 5 "W (M & R ) 2 0 1 .6 9 '(M & R ) 482.72'(M&R)N89°05'04"E(M&R) L 1 6 L 1 5 C4 C 3 L 14 C2 L 9 L10 L11 L12 L13 C 1 S E C T I O N 3 0 - 3 7 - 9 S O U T H W E S T Q U A R T E R O F W E S T L I N E O F T H E Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 E A S T L I N E O F T H E S O U T H E A S T QUARTER OF SECTION 36-37-8 NORTH LINE OF THE NORTHEAST Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 W E S T L I N E O F T H E E A S T H A L F O F T H E S O U T H E A S T Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 E A S T L I N E O F T H E W E S T H A L F O F T H E S O U T H E A S T QUARTER OF SECTION 25-37-8 SOUTH LINE OF THE SOUTHEAST PER DOCUMENT 200716802 HERETOFORE DEDICATED P A R K W A Y S C H E R R Y B L O S S O M B L V D D RI V E S E LIZ A B E T H 127TH STREET S B LU E W A T ER COURTW ELIZABETH SOUTHEAST QUARTER OF SECTION 25-37-8 SOUTHWEST CORNER OF THE EAST HALF OF THE W I L L C O U N T Y K E N D A L L C O U N T Y 1308.49'(M&R)1308.49'(M&R) 2 3 0 . 1 7 ' ( M & R ) N 0 0 ° 5 4 ' 5 6 " W ( M & R ) 197.11'(M&R) N89°05'04"E(M&R) 1 6 7 .8 0 '(M &R ) N 1 1 °4 9 '4 5 "E(M &R ) 118.30'(M&R) N56°26'50"E(M&R) 4 6 8 . 6 0 ' ( M & R ) S 0 1 ° 2 5 ' 0 2 " E ( M & R ) N 0 1 ° 2 5 ' 0 2 " W ( M & R ) 4 1 8 . 6 0 ' ( M & R ) (M&R)0.38' S35°08'20"E (M&R) 41.66' ( M & R) 41.28' S 1 8 ° 2 1' 4 6 " E ( M & R ) C H = 2 2 5. 1 3'( M & R ) R = 3 9 0 . 0 0'( M & R ) L = 2 2 8 . 3 8' ( M & R ) 98.14'(M&R) S01°35'12"E(M&R) 1 3 2 9 . 7 0 ' ( R & M ) SECTION 30-37-9 FRACTIONAL QUARTER OF THE SOUTHWEST SOUTHWEST CORNER OF QUARTER OF SECTION 25-37-08 THE SOUTH LINE OF THE SOUTHEAST A LINE 50' NORTH OF AND PARALLEL WITH S89°05'04"W(M&R) 360.89'(M&R) 5 0 ' Q U A R T E R O F S E C T I O N 2 5 - 3 7 - 8 E A S T L I N E O F T H E S O U T H E A S T S E C T I O N 3 0 - 3 7 - 9 S O U T H W E S T Q U A R T E R O F W E S T L I N E O F T H E 120' 6 0' 6 0' 60' 80' 60' SCALE 1" = 80' 800 160 AS DOCUMENT 200716802 RECORDED MAY 25, 2007 KENDALL COUNTY: AS DOCUMENT R2007081168 RECORDED MAY 25, 2007 WILL COUNTY: FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 3 AS DOCUMENT 200700011169 RECORDED APRIL 5, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT 2006-19786 RECORDED JULY 5, 2006 KENDALL COUNTY: AS DOCUMENT 2007053726 RECORDED APRIL 5, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT R2006-109309 RECORDED JULY 5, 2006 WILL COUNTY: FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 2 AS DOCUMENT R2007-001724 RECORDED JANUARY 3, 2007 CERTIFICATE OF CORRECTION AS DOCUMENT R2006-037229 RECORDED MARCH 2, 2006 FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 1 AS DOCUMENT 200800004016 RECORDED FEBRUARY 15, 2008 KENDALL COUNTY AS DOCUMENT R2008-023923 RECORDED FEBRUARY 28, 2008 WILL COUNTY FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 4 AS DOCUMENT R2008-048868 RECORDED APRIL 16, 2008 FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 5A AS DOCUMENT 200800019274 RECORDED AUGUST 19, 2008 PLAT OF RESUBDIVISION CHATHAM SQUARE UNIT 2R AS DOCUMENT R2019-082429 RECORDED NOVEMBER 18, 2019 WILL COUNTY FINAL PLAT OF SUBDIVISION CHATHAM SQUARE PHASE 6 RECORDING INFORMATION 03-25-400-012 03-25-400-011 03-25-400-010 03-25-400-009 P.I.N.: RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, IN ILLINOIS BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF RECORDED MAY 25, 2007 AS DOCUMENT R2007-081168, IN WILL COUNTY, ALL IN ILLINOIS. 200700016802, IN KENDALL COUNTY AND PART OF THE SOUTHWEST FRACTIONAL QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD SECTION 25, TOWNSHIP 37 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN ACCORDING TO THE PLAT THEREOF RECORDED MAY 25, 2007 AS DOCUMENT ALSO EXCEPT THAT PART LYING IN CHATHAM SQUARE PHASE 3 FINAL PLAT OF SUBDIVISION, BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF OF BEGINNING. CONTAINING THEREIN 2.53 ACRES MORE OR LESS, ALL IN KENDALL COUNTY, ILLINOIS. OF SECTION 25, TOWNSHIP 37 NORTH RANGE 8 EAST; THENCE NORTH 01 DEGREES 25 MINUTES 02 SECONDS WEST ALONG SAID EAST LINE 4.61 FEET TO THE POINT 127TH STREET; THENCE NORTH 89 DEGREES 05 MINUTES 04 SECONDS EAST ALONG SAID R.O.W. LINE 360.89 FEET TO THE EAST LINE OF THE SOUTHEAST QUARTER SOUTH 89 DEGREES 05 MINUTES 04 SECONDS WEST 197.11 FEET; THENCE SOUTH 00 DEGREES 54 MINUTES 56 SECONDS EAST 230.17 TO THE NORTH R.O.W. LINE OF FEET; THENCE SOUTH 56 DEGREES 26 MINUTES 50 SECONDS WEST 118.30 FEET; THENCE SOUTH 11 DEGREES 49 MINUTES 45 SECONDS WEST 167.80 FEET; THENCE WESTERLY R.O.W. LINE OF ELIZABETH DRIVE; THENCE NORTH 35 DEGREES 08 MINUTES 20 SECONDS WEST ALONG THE WEST R.O.W. LINE OF ELIZABETH DRIVE 41.66 PHASE 1; THENCE NORTH 01 DEGREES 25 MINUTES 02 DEGREES WEST ALONG THE WEST LINE OF SAID SOUTHWEST FRACTIONAL QUARTER 418.60 FEET TO THE THIRD PRINCIPAL MERIDIAN AND THE NORTH RIGHT OF WAY (R.O.W.) LINE OF 127TH STREET AS DEDICATED BY THE PLAT OF SUBDIVISION FOR CHATHAM SQUARE BEGINNING AT THE INTERSECTION OF THE WEST LINE OF THE SOUTHWEST FRACTIONAL QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THAT PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: EXCEPT THAT PART DESCRIBED AS FOLLOWS: ILLINOIS. 390.00 FEET AND WHOSE CHORD BEARS SOUTH 18 DEGREES 21 MINUTES 46 SECONDS EAST 225.13 FEET TO POINT OF BEGINNING, IN KENDALL AND WILL COUNTIES, LINE 98.14 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY 228.38 FEET ALONG SAID WESTERLY LINE, BEING A CURVE TO THE LEFT, HAVING A RADIUS OF 47.52 FEET TO A POINT ON THE WESTERLY LINE OF SAID S ELIZABETH DRIVE; THENCE SOUTH 01 DEGREES 35 MINUTES 12 SECONDS EAST ALONG SAID WESTERLY 14 MINUTES 39 SECONDS EAST 98.33 FEET TO A POINT OF TANGENCY; THENCE NORTH 88 DEGREES 24 MINUTES 48 SECONDS EAST ALONG SAID SOUTHERLY LINE 99.09 FEET ALONG SAID SOUTH LINE BEING A NON TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 230.00 FEET AND WHOSE CHORD BEARS SOUTH 79 DEGREES ON A NON TANGENT CURVE, SAID CURVE BEING THE SOUTH LINE OF S CHERRY BLOSSOM BOULEVARD PER SAID CHATHAM SQUARE PHASE 2; THENCE EASTERLY FEET; THENCE NORTH 16 DEGREES 30 MINUTES 03 SECONDS EAST 185.08 FEET; THENCE NORTH 37 DEGREES 25 MINUTES 15 SECONDS EAST 201.69 FEET TO A POINT 37 MINUTES 15 SECONDS EAST 151.75 FEET; THENCE SOUTH 72 DEGREES 06 MINUTES 07 SECONDS EAST NON TANGENT TO THE LAST DESCRIBED COURSE 125.00 CURVATURE; THENCE NORTHEASTERLY 153.67 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 280.00 FEET AND WHOSE CHORD BEARS NORTH 33 DEGREES MINUTES 34 SECONDS EAST 97.72 FEET TO A POINT OF TANGENCY; THENCE NORTH 49 DEGREES 20 MINUTES 37 SECONDS EAST 194.92 FEET TO A POINT OF NORTHEASTERLY 98.22 FEET ALONG A NON TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 280.00 FEET AND WHOSE CHORD BEARS NORTH 59 DEGREES 23 SECONDS WEST 103.65 FEET; THENCE NORTH 20 DEGREES 33 MINUTES 29 SECONDS WEST 99.52 FEET TO A POINT ON A NON TANGENT CURVE; THENCE SECTION 25; THENCE SOUTH 89 DEGREES 05 MINUTES 04 SECONDS WEST ALONG SAID PARALLEL LINE 464.88 FEET; THENCE NORTH 00 DEGREES 54 MINUTES 56 SECONDS EAST 230.17 FEET TO A POINT ON A LINE LYING 50.00 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID MINUTES 45 SECONDS WEST 167.80 FEET; THENCE SOUTH 89 DEGREES 05 MINUTES 04 SECONDS WEST 197.11 FEET; THENCE SOUTH 00 DEGREES 54 MINUTES 56 CURVATURE, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 56 DEGREES 26 MINUTES 50 SECONDS WEST 118.30 FEET; THENCE SOUTH 11 DEGREES 49 IN WILL COUNTY; THENCE NORTH 35 DEGREES 08 MINUTES 20 SECONDS WEST ALONG THE WESTERLY LINE OF SAID ELIZABETH DRIVE 41.28 FEET A POINT OF THEREOF RECORDED JULY 5, 2005 AS DOCUMENT NUMBER 2006-019786 IN KENDALL COUNTY AND RECORDED JULY 5, 2006 AS DOCUMENT NUMBER R2006-109309 FRACTIONAL QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ACCORDING TO THE PLAT QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY AND PART OF THE SOUTHWEST POINT BEING THE SOUTHWEST CORNER OF S ELIZABETH DRIVE, DEDICATED PER CHATHAM SQUARE PHASE 2, BEING A SUBDIVISION OF PART THE SOUTHEAST R2006-037229; THENCE NORTH 35 DEGREES 08 MINUTES 20 SECONDS WEST ALONG SAID WEST LINE 0.38 FEET TO THE WESTERLY MOST CORNER THEREOF, SAID TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 2, 2006 AS DOCUMENT FEET TO A POINT ON THE WESTERLY LINE OF CHATHAM SQUARE PHASE 1, BEING A BEING A SUBDIVISION OF THE SOUTHWEST FRACTIONAL QUARTER OF SECTION 30, PRINCIPAL MERIDIAN, IN WILL COUNTY; THENCE NORTH 01 DEGREES 25 MINUTES 02 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER 468.60 COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST FRACTIONAL QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS EXCEPT THAT PART DESCRIBED AS FOLLOWS: SOUTHEAST QUARTER OF SAID SECTION 25, 1308.49 FEET TO THE POINT OF BEGINNING; 4.61 FEET TO THE SOUTHEAST CORNER OF SECTION 25 AFORESAID; THENCE SOUTH 89 DEGREES 05 MINUTES 04 SECONDS WEST ALONG THE SOUTH LINE OF THE OF THE SOUTHWEST FRACTIONAL QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE CONTINUING SOUTH DEGREES 25 MINUTES 02 SECONDS EAST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 25 AFORESAID 468.60 FEET TO THE SOUTHWEST CORNER MINUTES 46 SECONDS EAST 225.13 FEET TO A POINT OF TANGENCY; THENCE SOUTH 35 DEGREES 08 MINUTES 20 SECONDS EAST 41.66 FEET; THENCE SOUTH 01 THENCE SOUTHERLY 228.38 FEET ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 390.00 FEET AND WHOSE CHORD BEARS SOUTH 18 DEGREES 21 NORTH 88 DEGREES 24 MINUTES 48 SECONDS EAST 47.52 FEET; THENCE SOUTH 01 DEGREES 35 MINUTES 12 SECONDS EAST 98.14 FEET TO A POINT OF CURVATURE; HAVING A RADIUS OF 230.00 FEET AND WHOSE CHORD BEARS SOUTH 45 DEGREES 01 MINUTES 10 SECONDS EAST 334.04 FEET TO A POINT OF TANGENCY; THENCE DEGREES 32 MINUTES 51 SECONDS WEST 11.51 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY 373.86 FEET ALONG A TANGENT CURVE TO THE LEFT THENCE SOUTH 01 DEGREES 32 MINUTES 51 SECONDS WEST 26.41 FEET; THENCE SOUTH 12 DEGREES 32 MINUTES 12 SECONDS EAST 41.09 FEET; THENCE SOUTH 01 TANGENCY; THENCE SOUTH 01 DEGREES 32 MINUTES 51 SECONDS WEST 123.40 FEET; THENCE SOUTH 15 DEGREES 35 MINUTES 01 SECONDS WEST 41.23 FEET; CURVE TO THE RIGHT HAVING A RADIUS OF 500.00 FEET AND WHOSE CHORD BEARS SOUTH 13 DEGREES 19 MINUTES 30 SECONDS EAST 256.67 FEET TO A POINT OF SECONDS EAST 170.00 FEET; THENCE NORTH 83 DEGREES 02 MINUTES 09 SECONDS EAST 155.84 FEET; THENCE SOUTHERLY 259.57 FEET ALONG A NON-TANGENT MINUTES 55 SECONDS EAST 100.32 FEET; THENCE NORTH 83 DEGREES 28 MINUTES 12 SECONDS EAST 101.44 FEET; THENCE NORTH 89 DEGREES 39 MINUTES 54 DEGREES 04 MINUTES 36 SECONDS EAST 70.76 FEET; THENCE NORTH 63 DEGREES 41 MINUTES 14 SECONDS EAST 96.94 FEET; THENCE NORTH 71 DEGREES 40 NORTH 55 DEGREES 47 MINUTES 27 SECONDS EAST 169.11 FEET; THENCE NORTH 80 DEGREES 36 MINUTES 42 SECONDS EAST 82.25 FEET; THENCE NORTH 72 5, 2006 AS DOCUMENT NUMBER 2006- 019786 IN KENDALL COUNTY AND RECORDED JULY 5, 2006 AS DOCUMENT NUMBER R2006-109309 IN WILL COUNTY; THENCE QUARTER OF SAID SECTION 25, 1329.70 FEET TO THE SOUTHWEST CORNER OF OUTLOT D IN BLOCK 4 OF CHATHAM SQUARE SUBDIVISION PHASE 2, RECORDED JULY PRINCIPAL MERIDIAN, IN WILL COUNTY; THENCE NORTH 01 DEGREES 26 MINUTES 18 SECONDS WEST ALONG THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 9 EAST OF THE THIRD DESCRIBED AS FOLLOWS: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, PROPERTY DESCRIPTION: 464.88'(M&R) 4.61'(M&R) 4.61'(M&R) S 79 °1 4'39 "E (M & R ) CH =98.3 3'(M & R ) R =2 3 0.00'(M & R ) L=9 9.09'(M & R ) S45°01'10"E(R) CH=334.04'(M&R) R=230.00'(M&R) L=373.86'(M&R) N88°24'48"E(M&R) 47.52'(M&R) BOULEVARD CHERRY BLOSSOM SOUTH LINE OF SOUTH E L I Z A B E T H D R I V E W E S T L I N E O F S O U T H AND R2006-109309 SUBDIVISION PER DOCUMENT 20006-019786 IN BLOCK 4 OF CHATHAM SQUARE SOUTHWEST CORNER OF FORMER OUTLOT D E X C E P T I O N EXCEPTION BEGINNING OF POINT OF OF EXCEPTION COMMENCEMENT POINT OF EXCEPTION BEGINNING OF POINT OF E X C E P T I O N E X C E P T I O N EXISTING BOUNDARY INFORMATION N:\Projects\3614\3614.11-MI-homes\SURVEY\3614.11SUB-PH8.dgn SHEET 2 User=rpopeck 84 UN S U B D I V I D E D L A N D UN S U B D I V I D E D L A N D A S D O C U M E N T 2 0 0 6 - 1 9 7 8 6 R E C O R D E D J U L Y 5 , 2 0 0 6 KE N D A L L C O U N T Y : A S D O C U M E N T R 2 0 0 6 - 1 0 9 3 0 9 R E C O R D E D J U L Y 5 , 2 0 0 6 WI L L C O U N T Y : FI N A L P L A T O F S U B D I V I S I O N CH A T H A M S Q U A R E P H A S E 2 A S D O C U M E N T 2 0 0 7 0 5 3 7 2 6 R E C O R D E D A P R I L 5 , 2 0 0 7 CE R T I F I C A T E O F C O R R E C T I O N A S D O C U M E N T 2 0 0 7 0 0 0 1 1 1 6 9 R E C O R D E D A P R I L 5 , 2 0 0 7 CE R T I F I C A T E O F C O R R E C T I O N A S D O C U M E N T 2 0 0 8 0 0 0 0 4 0 1 6 R E C O R D E D F E B R U A R Y 2 8 , 2 0 0 8 KE N D A L L C O U N T Y : A S D O C U M E N T R 2 0 0 8 - 0 2 3 9 2 3 R E C O R D E D F E B R U A R Y 2 8 , 2 0 0 8 WI L L C O U N T Y : FI N A L P L A T O F S U B D I V I S I O N CH A T H A M S Q U A R E P H A S E 4 A S D O C U M E N T 2 0 0 8 0 0 0 1 9 2 7 4 R E C O R D E D A U G U S T 1 9 , 2 0 0 8 RE S U B D I V I S I O N CH A T H A M S Q U A R E U N I T 2 R P L A T O F HE R E B Y G R A N T E D OUTLOT R OUTLOT S OUTLOT O OUTLOT P 25 6 25 7 25 8 25 9 19 8 19 9 20 0 20 5 20 1 20 2 20 3 20 4 20 6 20 7 20 8 20 9 21 0 21 1 21 2 21 4 21 5 21 6 21 7 21 8 21 9 22 0 22 1 22 2 22 3 22 4 22 5 22 6 22 7 22 8 22 9 23 0 23 1 23 2 23 3 23 4 23 5 23 6 23 7 23 8 23 9 24 0 24 1 24 2 24 3 24 4 24 5 24 6 24 7 24 8 24 9 25 0 25 1 25 2 25 3 25 4 25 5 Ph o n e : ( 8 4 7 ) 6 9 6 - 4 0 6 0 F a x : ( 8 4 7 ) 6 9 6 - 4 0 6 5 Ro s e m o n t , I l l i n o i s 6 0 0 1 8 95 7 5 W . H i g g i n s R o a d , S u i t e 7 0 0 , JO B N O : DA T E : FI L E N A M E : SH E E T OF RE V I S I O N S : PU R P O S E S O N L Y FO R R E V I E W NA P E R V I L L E , I L L I N O I S 6 0 5 6 3 SU I T E 2 3 0 40 0 E . D I E H L R O A D M/ I H O M E S O F C H I C A G O , L L C PR E P A R E D F O R : 0 60 SC A L E 1 " = 6 0 ' 12 0 AS S U M E D B E A R I N G S Y S T E M N 12 7 T H S T R E E T S00°54'56"E(M&R)103.65'(M&R) 9 9.5 2'(M &R) S 2 0 °3 3'2 9 "E(M &R)S59°23'34"W (M&R) CH=97.72'(M&R) R=280.00'(M&R) L=98.22'(M&R) S49°20'37"W(M&R) 194.92'(M&R) S33°37'15" W(M &R) CH=151.75'(M &R) R=280.00'(M &R) L=153.67'(M &R) N 72°06'07"W (M &R ) 125.00'(M &R ) 185.08'(M&R)S16°30'03"W(M&R) 2 0 1 . 6 9 ' (M & R ) S 3 7 ° 2 5 '1 5 " W (M & R ) S32°40'38"ECH=258.72'R=230.00L=274.77'11 . 5 1 ' ( M & R ) S0 1 ° 3 2 ' 5 1 " W ( M & R ) 41 . 0 9 ' ( M & R ) S1 2 ° 3 2 ' 1 2 " E ( M & R ) S0 1 ° 3 2 ' 5 1 " W ( M & R ) 26 . 4 1 ' ( M & R ) S1 5 ° 3 5 ' 0 1 " W ( M & R ) 41 . 2 3 ' ( M & R ) S01°32'51"W(M&R)123.40'(M&R) S 1 3 °1 9'3 0 "E (M &R ) C H =2 5 6 .6 7'(M &R ) R =5 0 0 .0 0'(M &R )L =2 5 9 .5 7'(M &R ) 155.84'(M&R) N83°02'09"E(M&R) 170.00'(M&R) N89°39'54"E(M&R) 101.44'(M&R) N83°28'12"E(M&R) 100.32'(M&R) N71°40'55"E(M&R) N63°41'14"E(M&R) 96.94'(M&R) 70.76'(M&R) N72°04'36"E(M&R) 82.25'(M&R) N80°36'42"E(M&R) N55°47'27"E(M&R) 169.11'(M&R) S01°26'18"E(M&R)1279.70'(M&R) 482.72'(M&R) N89°05'04"E(M&R) 104.99' 101.46' 92.60' 5 0 .0 0 ' 1 0 2 .5 8 'S 0 0 °5 4 '5 6 "E 11 . 0 6 ' S1 3 ° 1 0 ' 4 4 " W 299.05' N89°05'04"E 50.00' S09°37'37"W CH=28.50'L=28.52'R=230.00'S06°07'54"W CH=38.65'L=38.74'R=157.50' HEREBY DEDICATED HEREBY DEDICATED HEREBY DEDICATED HE R E B Y D E D I C A T E D 53.65' S79°00'40"W CH=93.09' L=93.53' R=280.00' 91.20' 70.09' S8 6 ° 2 4 ' 0 2 " W CH = 2 1 . 3 0 ' L= 2 1 . 3 1 ' R= 2 8 0 . 0 0 ' N76°49'52"E CH=72.02' L=72.22' R=280.00' 5 2 .5 8 ' S70°16'48"E 120.49' N88°34'49"E 139.93' N88°34'49"E 139.96' S78 °46'07 "E 128 .25'S 6 1°0 4'0 8"E 1 2 5.0 0' S43°22'09"E131.66'S37°55'32"E133.43'S56°01'41"E 137.50'S56°01'41"E 137.50'S56°01'41"E 136.81'S46°21'30"E128.95'S32°36'30"E129.44' N01°32'51"E106.82' S88°27'09"E 65.91' S61°37'06"W 101.15' N49°24'48"E 105.34' N 41°48'17"E 94.15' N33°58'19"E 160.00' S 3 9 °0 3 '3 2 "W 5 8 .6 9 ' N49°54'11"E 89.70' S34°21'55" W 110.45' N21°45'33"E 109.78' 93.85' 7.30' 98.00' 7.34' 80.00' 75.00' 5.05' 89.10' 5.00' 62.27'80.00'105.86' N0 9 ° 2 4 ' 0 8 " E CH = 3 5 . 8 2 ' L= 3 6 . 0 2 ' R= 1 0 0 . 0 0 ' N09°09'01"E CH=36.69'L=36.90'R=100.00' N01°25'11"W118.68'15.87'80.00'22.81' N52°04'28"E 66.61' 55.33' 11.28' N25°19'39"E CH=207.02' L=214.74' R=230.00' N04°54'21"E CH=50.68'L=50.78'R=230.00' N20°04'52"E CH=70.77' L=71.05' R=230.00' N 3 7 °4 6 '5 1 "E C H = 7 0 .7 7 ' L = 7 1 .0 5 ' R = 2 3 0 .0 0 ' N49°21'10"E CH=21.84' L=21.85' R=230.00' N43°01'23"E CH=78.66' L=78.99' R=250.00' N33°58'19"E 198.06' 16.51' 80.00' 80.00' 21.55' N53°44'18"E CH=209.80' L=214.03' R=310.00' N 3 8 ° 4 8 ' 0 2 "E C H = 5 2 . 3 2 ' L = 5 2 . 3 8 ' R = 3 1 0 . 0 0 ' N50°31'00"ECH=74.22'L=74.40'R=310.00'N65°27'16"E CH=86.96' L=87.25' R=310.00' 73.04' N03°10'22"W CH=42.79'L=42.84'R=260.00' N0 1 ° 3 2 ' 5 1 " E 21 . 7 7 ' 7. 3 4 ' N01°32'51"E155.62'148.29' 20 .95' 722.87'151.99' 145.39' 156.71' 98.67' 85.00' 299.05' S89°36'20"E 88 . 4 9 ' S77°28'26"W 56.64' 172.22' S62°11'17"W S55°11'20"W 83.36' N67°10'37"E 81.00' 94.99' 77.23' S 0 6 °0 4 '2 8 "E145.9 6 ' N 2 8°0 2'1 9"W140.7 9' N 3 0°44'42"W 1 37.0 2' N 2 2 °4 9'2 3 "W 1 3 9.8 7' N 2 2 °4 9'2 3 "W 1 3 0.0 0' N 2 2 °4 9'2 3 "W 1 2 5.2 9' S26°09'44"W 37.96' S44°44'27"W60.42'S67°10'37"W 34.67' S8 9 ° 3 9 ' 5 4 " W 74 . 7 0 ' S59°15'18"W 77.92' 69.61' 8.31' N2 0 ° 4 2 ' 3 6 " W CH = 1 0 9 . 1 5 ' L= 2 3 9 . 9 1 ' R= 6 0 . 0 0 ' N52°34'07"E CH=16.34' L=16.39' R=60.00' N8 8 ° 1 6 ' 4 6 " E CH = 5 6 . 1 2 ' L= 5 8 . 4 0 ' R= 6 0 . 0 0 ' S4 0 ° 5 4 ' 2 5 " E CH = 4 6 . 7 5 ' L= 4 8 . 0 3 ' R= 6 0 . 0 0 ' S05°59'11"W CH=48.74'L=50.19'R=60.00' S57°28'41"W CH=55.46' L=57.66' R=60.00' S89°25'24"W CH=9.24' L=9.25' R=60.00' S74°27'36"W CH=157.36' L=159.23' R=300.00' N60°36'29"E CH=14.17' L=14.17' R=300.00' N8 6 ° 2 9 ' 0 1 " E CH = 3 3 . 3 0 ' L= 3 3 . 3 2 ' R= 3 0 0 . 0 0 ' N72°37'54"E CH=111.09' L=111.74' R=300.00' N67°10'37"E 34.67'9.88'24.79' S63°12'58"W CH=42.83' L=42.86' R=310.00' N63°12'58"E CH=34.54' L=34.57' R=250.00' 19.63' 15.04' N59°15'18"E 77.92' 39.68' 38.24' N74°27'36"E CH=188.84' L=191.07' R=360.00' N62°41'11"E CH=43.09' L=43.12' R=360.00' N72°00'16"E CH=73.85' L=73.98' R=360.00' N83°46'42"E CH=73.85' L=73.98' R=360.00' N8 9 ° 3 9 ' 5 4 " E 21 0 . 8 3 ' 1. 0 0 ' 39 . 8 3 ' 85 . 0 0 ' 85 . 0 0 ' N80°38'36"E 120.30' 111.05' 9.25' S 0 9 °2 1'2 4 "E 1 3 5 .0 3' S00°20'06"E 130.00' S00°20'06"E 130.00' S00°20'06"E 130.00' S 1 2 °0 6'3 1 "E 1 2 9 .3 5' S 2 3 °5 2'5 6 "E 1 2 8.7 8' S 3 0°44'42"E132.77' S 2 2 °4 9'2 3 "E 1 4 5.4 0' S 2 2 °4 9'2 3 "E 1 3 4.9 9' S 6 0°0 3'0 4"E 1 4 5.2 3' N72°01'26"E 143.56' 85 . 0 0 ' 85 . 0 0 ' 70.60' 85.23' 23.71' N8 5 ° 0 9 ' 1 5 " E CH = 4 2 . 4 7 ' L= 4 2 . 5 1 ' R= 2 7 0 . 0 0 ' S 2 0 °2 9'4 9 "ECH=1 3 4.0 0'L =1 3 4.4 0'R =5 0 0.0 0' S02°11'05"E CH=65.09'L=65.14'R=500.00' 60.43'69.97'27.86' S88°27'09"E 236.56'118.24' 118.31' S88°27'09"E 125.00' S88°27'09"E 125.00' S8 9 ° 3 9 ' 5 4 " W 76 . 0 9 ' S80°38'36"W 120.30' S85°09'15"W CH=51.91' L=51.96' R=330.00' N85°23'14"E CH=49.23' L=49.28' R=330.00' N80°52'35"E CH=2.68' L=2.68' R=330.00' 13.37' S 1 2 °2 9'2 0 "E 4 1 .2 3'2 7 .5 7'S0 1 ° 3 2 ' 5 1 " W 22 . 9 3 ' S15°37'53"W 41.09' 1 3 .6 6' 24.56'16.54' 2 1 .2 6'1 9 .8 4' FI N A L P L A T O F S U B D I V I S I O N CH A T H A M S Q U A R E P H A S E 8 PL A I N F I E L D , I L L I N O I S S88°27'09"E 241.15'117.67' 123.48' S88°27'09"E 127.50' S78°37'45"W 123.58' N 1 1 °2 2'1 5 "W 5 9 .2 7'S01°32'51"W 75.50' S64°23'56"W 141.41' S 2 2 °2 3'4 7 "E79.9 5' N60°31'06"E 123.91' N42°49'06"E 149.40' S78°14'36"W 150.27' S64°15'00"W 137.50' S64°15'00"W 137.50' N86°55'45"W 136.26' 3 5 .1 9'2 4 .0 8' S01°32'51"W105.95' S 2 5 °4 5'0 0 "E 1 4 7.1 7' 7 9.9 5' S 2 5 °4 5'0 0 "E 8 0.0 0' S 2 5 °4 5'0 0 "E 1 0 3.7 5'3 8.5 0' 1 1 5.5 9'1 0 8.5 5' 78.53' 106.56' 6 2.6 6'8 0.0 0'4.5 1'S03°55'33"E CH=208.18'L=213.31'R=280.00' S 1 8 °4 5'1 2 "ECH=6 8 .2 2'L =6 8 .3 9'R =2 8 0 .0 0'S04°20'34"E CH=72.26'L=72.46'R=280.00' S10°29'04"W CH=72.26'L=72.46'R=280.00' 59.46'46.49'S 0 9 °3 5'2 0 "ECH=7 7 .2 6'L =7 7 .7 5'R =2 0 0 .0 0'S 2 3 °1 4'1 5 "ECH=1 7.5 4'L =1 7.5 4'R =2 0 0.0 0' S12°06'05"E CH=94.39'L=95.29'R=200.00' S04°54'42"E CH=51.75'L=51.86'R=230.00' S 2 0 °2 5'3 4 "ECH=7 2.4 0'L =7 2.7 0'R =2 3 0.0 0'S38°19'54"E C H=70.77'L=71.05'R=230.00'S57°02'30"E C H=78.77' L =79.16' R=230.00' N64°15'00"E 121.95' N50°56'18"W 74.15'S 2 4 °5 1'0 8 "E 7 5.2 5' N64°15'00"E 123.13' N56°01'41"W 147.91' N21°31'04"E 43.64' S81°08 '04"E 151 .20 ' S31°07'14" W 73.63' S52°34'45"E158.30' S56°01'41"E 153.00'N49°20'37"E S40°39'23"E141.00' S49°30'17"E138.41' N49°20'37"E S40°39'23"E141.00' S38°27'31"E140.87' S37°55'32"E132.69'S 1 3 °2 3'2 5 "E 1 2 7 .5 6' S88°55'12"W 71.51' N 6 2°2 7'5 5"W 8 0.2 9' S 0 1 °2 5 '1 1 "E 1 2 7 .2 8 ' S54°23'30"W 51.48' S 2 5 °4 5'0 0 "E 1 4 7.1 7' 7 1.9 3'7 5.2 4' 50.25' 38.35' 59.58' 24.30' 6.61' S49°20'37"W 194.92' 71.07' 80.00' 43.85' 70.54' 75.86' 85.31' 16.26' 35.22' N52°04'28"E 66.61' 55.15' 11.45' N33°58'19"E 198.19' 41.34' 80.00' 76.85' S88°34'49"W 159.32'67.82' 91.50' S 2 3 °2 7'0 8 "ECH=2 0.8 5'L =2 0.8 6'R =2 6 0.0 0' N53°30'33"E CH=167.21' L=170.50' R=250.00' N43°01'23"ECH=97.54'L=97.95'R=310.00' N25°19'39"E CH=153.02' L=158.72' R=170.00' S68°57'43"W CH=147.73' L=150.66' R=220.00' S11°47'49"W CH=268.14'L=288.34 R=220.00' N43°22'56"E CH=45.70' L=45.78' R=220.00' N22°21'42"E CH=114.32' L=115.65' R=220.00' N09°13'26"W CH=125.16'L=126.91'R=220.00' N35°16'50"E CH=11.30' L=11.30' R=250.00' N54°48'40"E CH=156.46' L=159.13' R=250.00' S 37 °14'01 " W CH =35.28' L=35.30' R=310.0 0'S46°17'06"WCH=62.54'L=62.65'R=310.00' N 39°48'17"E C H =72.26' L=72.81' R =170.00' N 1 3 °0 3 '2 7 "E C H =8 5 .0 0 'L=8 5 .9 1 'R =1 7 0 .0 0 ' N84°38'36"E CH=30.21' L=30.24' R=220.00' N50°40'15"E CH=10.19' L=10.19' R=220.00' N66°21'07"E CH=109.08' L=110.23' R=220.00' (N O T T O S C A L E ) UNLESS NOTED OTHERWISE HE R E B Y G R A N T E D EA S E M E N T ( 1 0 ' T Y P I C A L ) DR A I N A G E & U T I L I T Y NOTED OTHERWISE HEREBY GRANTED UNLESS EASEMENT (5' TYPICAL)DRAINAGE & UTILITY OTHERWISE UNLESS NOTED HEREBY GRANTED EASEMENT (5'TYPICAL)DRAINAGE & UTILITY OT H E R W I S E UN L E S S N O T E D HE R E B Y G R A N T E D EA S E M E N T ( 1 0 ' T Y P I C A L ) DR A I N A G E & U T I L I T Y REAR BUILDING SETBACK LINE OTHERWISE UNLESS NOTED 7' (TYPICAL)SETBACK LINE SIDE BUILDING SETBACK LINE FRONT BUILDING BU I L D I N G S O F 1 5 F E E T . RE Q U I R E D S E P A R A T I O N B E T W E E N IS 7 F E E T W I T H A M I N I M U M MI N I M U M S I D E Y A R D S E T B A C K NO T E : LO T S 1 9 8 - 2 5 9 SE T B A C K L I N E D E T A I L F O R P H A S E 8 , TY P I C A L L O T E A S E M E N T & B U I L D I N G 10' 30' 5'7' 30' 10' 5'7' QUARTER OF SECTION 36-37-8 NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 25-37-8 SOUTH LINE OF THE SOUTHEAST 36 1 4 . 1 1 36 1 4 . 1 1 S U B - P H 8 RA N G E 8 E A S T O F T H E T H I R D P R I N C I P A L M E R I D I A N , I N K E N D A L L C O U N T Y , I N I L L I N O I S BE I N G A S U B D I V I S I O N O F P A R T O F T H E S O U T H E A S T Q U A R T E R O F S E C T I O N 2 5 , T O W N S H I P 3 7 N O R T H , 3 4 HE R E B Y G R A N T E D BU I L D I N G S E T B A C K L I N E EA S E M E N T A N D DR A I N A G E & U T I L I T Y N15°35'01"E 41.23'N 1 2 °2 6'1 9 "W41.3 8' 157.60'S01°32'51"W 94.34'63.25' N01°32'51"E 102.13' N01°32'51"E 90.00' S 0 9 °2 1 '2 3 "ECH=6 0 .0 0 'L =6 0 .0 4 'R =5 0 0 .0 0 ' 33.78' HE R E B Y G R A N T E D BU I L D I N G S E T B A C K L I N E EA S E M E N T A N D DR A I N A G E & U T I L I T Y 7.5' 7.5' 149 .20' HE R E B Y G R A N T E D BU I L D I N G S E T B A C K L I N E EA S E M E N T A N D DR A I N A G E & U T I L I T Y HE R E B Y G R A N T E D BU I L D I N G S E T B A C K L I N E EA S E M E N T A N D DR A I N A G E & U T I L I T Y 7.7 0' N 0 1 °2 5 '1 1 "W 8 3 .8 5 ' N19°43'12"E 57.67' 17.71' 75.39' HE R E B Y G R A N T E D HE R E B Y G R A N T E D EA S E M E N T DR A I N A G E & U T I L I T Y EA S E M E N T DR A I N A G E & U T I L I T Y 80.00' 42 . 5 ' 42 . 5 ' 30 ' 30 ' 60' 30'30' 60' 30'30'60' 80 ' 30 ' 30 ' 60 ' 3 0'3 0' 6 0' S. CHERRY BLOSSOM BLVD HERETOFORE DEDICATED HE R E B Y G R A N T E D GR A D I N G E A S E M E N T HE R E B Y G R A N T E D EA S E M E N T DR A I N A G E & U T I L I T Y HE R E B Y G R A N T E D EA S E M E N T DR A I N A G E & U T I L I T Y W. VINCENT DRIVE S. POPLAR CROSSING S. W ILLOW GATE LANE S88°34'49"W 161.29' S 0 1 °2 5 '1 1 "E 1 3 0 .4 8 ' N 0 5 °4 6 '4 6 "W 1 3 2 .5 7 ' N 0 0 °5 4 '5 6 "W 6 2 .4 2 ' 30' 3 0' 30 ' 3 0 ' S86°09'38"E 57.99' 30 ' 30' 30' 1 2 .5 ' 1 2 .5 ' 7.5' 7.5' 7.5' 7.5' 10' 10' 10' 15' 10'10' 15 ' 12.5' 12.5' 30 ' 30 ' 30' S. WILLOWGATE LANE 01 / 2 9 / 2 0 2 1 BU I L D I N G S E T B A C K L I N E EA S E M E N T A N D DR A I N A G E & U T I L I T Y 03 - 2 5 - 4 0 0 - 0 1 2 03 - 2 5 - 4 0 0 - 0 1 1 03 - 2 5 - 4 0 0 - 0 1 0 03 - 2 5 - 4 0 0 - 0 0 9 P. I . N . : N: \ P r o j e c t s \ 3 6 1 4 \ 3 6 1 4 . 1 1 - M I - h o m e s \ S U R V E Y \ 3 6 1 4 . 1 1 S U B - P H 8 . d g n S H E E T 3 U s e r = r p o p e c k 85 KENDALL COUNTY RECORDER . OF PLATS ON PAGE .M., AND WAS RECORDED IN BOOK O'CLOCK AT , , A.D. DAY OF OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE WAS FILED FOR RECORD IN THE RECORDER'S THIS INSTRUMENT NO. COUNTY OF KENDALL ) ) SS STATE OF ILLINOIS) RECORDER'S CERTIFICATE KENDALL COUNTY CLERK . , 20 DAY OF DATED THIS PLAT. FORFEITED TAXES AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THE ANNEXED CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAID , COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBY I, COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) COUNTY CLERK CHAIRMAN THIS PLAT OF SUBDIVISION WAS DULY APPROVED BY THE PLAN COMMISSION OF THE VILLAGE OF PLAINFIELD. , , A.D. 20 DAY OF THAT ON THIS , CHAIRMAN OF THE VILLAGE OF PLAINFIELD PLAN COMMISSION DO HEREBY CERTIFY I, COUNTY OF WILL ) ) SS STATE OF ILLINOIS) PLAN COMMISSION ATTEST: BY: . , A.D. 20 DAY OF THIS APPROVED AND ACCEPTED BY THE BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, KENDALL COUNTY, ILLINOIS. COUNTY OF WILL ) ) SS STATE OF ILLINOIS) BOARD OF TRUSTEES VILLAGE TREASURER . , A.D. 20 DAY OF THIS DATED IN PLAINFIELD, WILL COUNTY, ILLINOIS, TRACT OF LAND INCLUDED IN THE PLAT. UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANY DEFERRED INSTALLMENTS THEREOF THAT HAVE APPORTIONED AGAINST THE , TREASURER OF THE VILLAGE OF PLAINFIELD DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT OR I, COUNTY OF WILL ) ) SS STATE OF ILLINOIS) CERTIFICATE AS TO SPECIAL ASSESSMENTS PLAT OFFICER . , A.D. 20 DAY OF APPROVED THIS COUNTY OF KENDALL) ) SS STATE OF ILLINOIS ) PLAT OFFICER Phone: (847) 696-4060 Fax: (847) 696-4065 Rosemont, Illinois 60018 9575 W. Higgins Road, Suite 700, JOB NO: DATE: FILENAME: SHEET OF REVISIONS: 3614.11 4 FINAL PLAT OF SUBDIVISION PLAINFIELD, ILLINOIS 4 CHATHAM SQUARE PHASE 8 3614.11SUB-PH8 01/29/2021 FENCES, STRUCTURES OR TREES SHALL BE PLACED IN EASEMENTS LABELED "EMERGENCY OVERLAND RELEASE ROUTES." STORM WATERS, AND SHALL ALSO INCLUDE THE RIGHT TO INSTALL AND MAINTAIN STORM WATER DETENTION AND RETENTION STRUCTURES. NO SHOWN AS DETENTION OR RETENTION EASEMENTS SHALL INCLUDE, IN ADDITION TO THE ABOVE RIGHTS, THE RIGHT TO FLOOD SUCH AREA WITH PARAGRAPH. ALL THE EASEMENTS INDICATED SHALL BE PERPETUAL, EXCEPT THOSE IDENTIFIED AS "TEMPORARY." THE EASEMENT AREAS ANY OTHER FENCE OR STRUCTURE THAT INTERFERE WITH THE OPERATION OF THE ABOVE OR WITH THE EXERCISE OF ANY RIGHTS UNDER THIS GRANTED TO THE VILLAGE TO CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENTS AS WELL AS REMOVE ACROSS AND THROUGH THE EASEMENTS FOR PERSONS AND EQUIPMENT TO DO ANY OR ALL OF THE ABOVE WORK. THE RIGHT IS ALSO HEREBY AS MAY BE NECESSARY OR CONVENIENT FOR THE FURNISHING OF PUBLIC UTILITY SERVICES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS HYDRANTS, PIPES, CONNECTIONS, CATCH BASINS, BUFFALO BOXES AND WITHOUT LIMITATION, SUCH OTHER STRUCTURES AND APPURTENANCES SEWERS AND SANITARY SEWERS, WATER TRANSMISSION MAINS AND LINES, VALVE VAULTS AND HYDRANTS, AND ANY AND ALL MANHOLES, ALTERING, ENLARGING, REMOVING, REPAIRING, CLEANING AND MAINTAINING STORM AND FLOOD WATER CHANNELS, BASINS, SEWERS, STORM ON THE ATTACHED PLAT OF SUBDIVISION FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, INSPECTING, OPERATING, REPLACING, RENEWING, SUCCESSORS AND ASSIGNS, IN, UPON, ACROSS, OVER, UNDER, AND THROUGH THE AREAS SHOWN BY DASHED LINES AND LABELLED "EASEMENTS" A PERMANENT NONEXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE VILLAGE OF PLAINFIELD, ILLINOIS AND TO ITS EASEMENT PROVISIONS: LOTS, PARCELS OR AREAS WITHIN THE PROPERTY, EVEN THOUGH SUCH AREAS MAY BE DESIGNATED ON THIS PLAT BY OTHER TERMS. AND WALKWAYS, THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE AS AN APPURTENANCE TO THE SEPARATELY OWNED AREA OR AREAS" IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, INCLUDING REAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS "CONDOMINIUM PROPERTY ACT" (ILLINOIS COMPILED STATUTES, CH. 765, SEC. 605/2(E)), AS AMENDED FROM TIME TO TIME. THE TERM "COMMON MAINTENANCE THEREOF. THE TERM "COMMON ELEMENTS" SHALL HAVE THAT MEANING SET FORTH FOR SUCH TERM IN SECTION 605/2(E) OF THE SUCH FACILITIES, THE GRADE OF THE PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND PROPERTY IDENTIFIED ON THIS PLAT FOR UTILITY PURPOSES WITHOUT THE PRIOR WRITTEN CONSENT OF NI-GAS. AFTER INSTALLATION OF ANY ENTER UPON THE PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER NI-GAS' FACILITIES OR IN, UPON OR OVER THE LIMITED TO, TREES, BUSHES, ROOTS AND FENCES, AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN, AND THE RIGHT TO AREA OR AREAS, AND TO SERVE OTHER PROPERTY, ADJACENT OR OTHERWISE, AND THE RIGHT TO REMOVE OBSTRUCTIONS, INCLUDING BUT NOT OR UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON ADJACENT LOTS, AND COMMON CONDOMINIUM AND/OR ON THIS PLAT AS "COMMON ELEMENTS," TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS OVER AREA OR AREAS" AND STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, AND THE PROPERTY DESIGNATED IN THE DECLARATION OF IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE CONNECTION OF THE PROPERTY SHOWN ON THIS PLAT MARKED "EASEMENT," "COMMON INSTALL, OPERATE, MAINTAIN, REPAIR, REPLACE AND REMOVE, FACILITIES USED IN WITH THE TRANSMISSION AND DISTRIBUTION OF NATURAL GAS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE NORTHERN ILLINOIS GAS COMPANY, ITS SUCCESSORS AND ASSIGNS ("NI-GAS") TO NORTHERN ILLINOIS GAS EASEMENT PROVISIONS: REQUEST. MECHANICAL EQUIPMENT. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF GRANTOR/LOT OWNER, UPON WRITTEN PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL OR RETENTION POND, OR AREAS" AND "COMMON ELEMENTS" INCLUDES REAL PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS, BUT EXCLUDES REAL "COMMON ELEMENTS," "OPEN SPACE," "OPEN AREA," "COMMON GROUND," "PARKING AND COMMON AREA." THE TERMS "COMMON AREA OR OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGH SUCH BE OTHERWISE DESIGNATED ON THE LOT BY TERMS SUCH AS, "OUTLOTS," THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE AS AN APPURTENANCE TO THE SEPARATELY OWNED LOTS, PARCELS 605/2(E), AS AMENDED FROM TIME TO TIME. THE TERM "COMMON AREA OR AREAS" IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, THE TERM "COMMON ELEMENTS" SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE "CONDOMINIUM PROPERTY," CHAPTER 765 ILCS A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND MAINTENANCE THEREOF. CONSENT OF GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN GRANTEES' FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DOTTED LINES MARKED "EASEMENT" WITHOUT THE PRIOR WRITTEN GIVE, AND THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES AND ROOTS AS MAY BE REASONABLE REQUIRED INCIDENT TO THE RIGHTS HEREIN SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON ADJACENT LOTS, AND COMMON AREA OR AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS OVER OR UNDER THE AND THE PROPERTY DESIGNATED ON THE PLAT AS A "COMMON AREA OR AREAS," AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS MARKED "EASEMENT,"" THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS "COMMON ELEMENTS," SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DOTTED LINES ON THE PLAT AND FACILITIES USED IN CONNECTION WITH OVERHEAD AND UNDERGROUND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY AND SOUNDS AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, TO INSTALL, OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, ILLINOIS BELL TELEPHONE COMPANY (AMERITECH), GRANTEES, AND COMMONWEALTH EDISON COMPANY AND GRANTED TO AN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATIONS SERVICE IS HEREBY RESERVED FOR OWNER'S CERTIFICATE THEIR STANDARD FORM WHICH IS ATTACHED HERETO. AND THE COMMONWEALTH EDISON COMPANY, AND THE VILLAGE, THE EASEMENT PROVISIONS WHICH ARE STATED ON STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR THE ILLINOIS BELL TELEPHONE COMPANY THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, THEREON INDICATED. THEREIN HAS CAUSED AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSES THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT, AND SIGNED: PRINTED NAME AND TITLE ADDRESS: NOTARY'S CERTIFICATE MY COMMISSION EXPIRES: NOTARY PUBLIC GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF , 20 . VOLUNTARY ACT FOR USES AND PURPOSES THEREIN SET FORTH. THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGN THE ANNEXED PLAT AS THEIR OWN FREE AND PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT AS SUCH OWNERS, APPEARED BEFORE ME DO HEREBY CERTIFY THAT , IS PERSONALLY KNOWN TO ME TO BE THE SAME I, , A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, REGISTRATION EXPIRATION DATE STATE REGISTRATION NUMBER ILLINOIS REGISTER ENGINEER OWNER OR ATTORNEY FOR OWNER DATED THIS DAY OF , A.D. 20 . SUBDIVISION. PRACTICES AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS OR DRAINS WHICH THE SUBDIVIDER HAS A SUCH SUBDIVISION OR ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED, REASONABLE PROVISION HAS TO THE BEST OF OUR KNOWLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF COUNTY OF KENDALL ) ) SS STATE OF ILLINOIS) SURFACE WATER STATEMENT ) STATE OF ) COUNTY OF )SS ) STATE OF ) COUNTY OF )SS RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, IN ILLINOIS BEING A SUBDIVISION OF PART OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 37 NORTH, NOTARY PUBLIC SCHOOL DISTRICT BOUNDARY STATEMENT BEING DULY SWORN, UPON HIS/HER OATH DEPOSES AND STATES AS FOLLOWS: 2. TO THE BEST OF THE OWNER'S KNOWLEDGE, THE SCHOOL DISTRICT IN WHICH TRACT, PARCEL, LOT OR BLOCK OF THE PROPOSED SUBDIVISION LIES IS LOCATED IN: 1. THE OWNER OF THE PROPERTY LEGALLY DESCRIBED ON THIS PLAT OF SUBDIVISION, WHICH HAS BEEN SUBMITTED TO THE VILLAGE OF PLAINFIELD FOR APPROVAL, WHICH LEGAL DESCRIPTION IS INCORPORATED HEREIN BY REFERENCE: AND OSWEGO COMMUNITY SCHOOL DISTRICT 308 COMMUNITY COLLEGE DISTRICT 516 DATED THIS DAY OF A.D., . (SIGNATURE)(SIGNATURE) BY: ATTEST: TITLE: TITLE: (PRINT TITLE)(PRINT TITLE) SUBSCRIBED AND SWORN BEFORE ME THIS DAY OF A.D., . ILLINOIS STATE OF SURVEYOR LAND PROFESSIONAL 3642 R OS E M ONT, ILLINOIS R E BECCA Y. P O PEC K NAPERVILLE, ILLINOIS 60563 SUITE 230 400 E. DIEHL ROAD M/I HOMES OF CHICAGO, LLC PREPARED FOR: 03-25-400-012 03-25-400-011 03-25-400-010 03-25-400-009 P.I.N.: (VALID ONLY IF EMBOSSED SEAL AFFIXED) rpopeck@spacecoinc.com LICENSE EXPIRES: 11-30-2022 REBECCA Y. POPECK, I.P.L.S. No. 035-3642 GIVEN UNDER MY HAND AND SEAL IN ROSEMONT, ILLINOIS, THIS ___DAY OF____________, 2021. AS APPLICABLE TO PLATS OF SUBDIVISIONS. THIS PROFESSIONAL SERVICE CONFORMS TO THE ILLINOIS MINIMAL STANDARDS FOR A BOUNDARY SURVEY, LOT CORNERS. WE FURTHER DECLARE THAT STEEL RE-ENFORCING RODS (UNLESS OTHERWISE NOTED) WILL BE SET AT ALL F.I.R.M. MAP. CONSIDERED OPINION THAT THIS PROPERTY LIES WITHIN "ZONE X (UNSHADED)" AREA AS IDENTIFIED BY SAID PANEL/MAP NUMBER 17197C0017G AND 17197C0019G WITH EFFECTIVE DATE FEBRUARY 15, 2019, IT IS OUR WE FURTHER DECLARE, BASED UPON A REVIEW OF THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY ARTICLE 11 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. COMPREHENSIVE PLAN AND MAP AND IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF WE FURTHER DECLARE THAT THE LAND IS WITHIN THE VILLAGE OF PLAINFIELD WHICH HAS ADOPTED A CITY SAID PROPERTY CONTAINS 1,195,783 SQUARE FEET OR 27.451 ACRES, MORE OR LESS. SURVEY FEET AND DECIMALS THEREOF. PLAT HEREON DRAWN IS A CORRECT REPRESENTATION OF SAID SURVEY. ALL DISTANCES ARE SHOWN IN US ILLINOIS PROFESSIONAL DESIGN FIRM, NUMBER 184-001157, EXPIRATION DATE APRIL 30, 2021 AND THAT THE WE DECLARE THAT THE ABOVE DESCRIBED PROPERTY WAS SURVEYED AND SUBDIVIDED BY SPACECO, INC., AN COUNTY OF COOK ) ) SS STATE OF ILLINOIS) N:\Projects\3614\3614.11-MI-homes\SURVEY\3614.11SUB-PH8.dgn SHEET 4 User=rpopeck 86 OWNER : LANDSCAPE ARCHITECT : CONSULTING ENGINEER : SITE* PROJECT LOCATION CHATHAM SQUARE L.3: Landscape Development Plan L.4: Landscape Development Plan L.5: Landscape Development Plan L.1: Illustrative Landscape Master Plan L.2: Landscape Development Plan SHEET INDEX COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. Gladstone Builders and Developers 3837 Gladstone Drive Naperville, Illinois 60565 (630) 428.4000 Fax: (630) 428.4021 17 Court Place Signature Design Group, Inc. (630) 305.3980 Fax: (630) 305.3994 Naperville, Illinois 60540 9575 W. Higgins Road, Suite 700 SPACECO INC. (847) 696.4060 Fax: (847) 696.4065 Rosemont, Illinois 60018 L.6: Landscape Development Plan L.8: Landscape Development Plan L.9: Individual Lot Parkway Trees L.10: Turf Planting Exhibit L.7: Landscape Development Plan L.11: Key Lot & Through Lot Enhancements L.12: Typical Townhome Unit Landscape L.13: Entrance Area Enlargement L.14: Signage Details 87 194 195 196 197 198 199 200 201 202 203 204 205 207 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 236 237 238 206 208 Quai l R u n 127TH STREET Willg a t e L a n e POND 50 FOR INDIVIDUAL LOT PARKWAY TREES - See Sheet L.9 - FOR ENTRANCE AREA ENLARGEMENT - See Sheet L.13 - L.7 L.8 L.5 L.4 L.6 L.3 L.2 drawn by: 17 COURT PLACE - NAPERVILLE, IL 60540 -- 630.305.3980 Fax 630.305.3994 Environmental Site Design Landscape Architecture Land Planning checked by: project no.: sheet no.: original issue date: revisions: north:scale: project: sheet description: COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. CHATHAM SQUARE PLAINFIELD, ILLINOIS Landscape Development Plan 1" = 40'0" 0 20 40 60 100 140 19 SEPTEMBER 2005 L.4 of 14 SHEET KEY: MATCH LINE - See Sheet L.5 -MATCH LINE - See Sheet L.5 - MA T C H L I N E - S e e S h e e t L . 3 - MA T C H L I N E - S e e S h e e t L . 3 - NTS NTS 4 A Typical Tree Planting Detail NTSB 4 Typical Evergreen Planting Detail NTSC 4 Typical Shrub Planting Detail D 4 Typical Perennial Planting Detail FOR PLANT LIST - see sheet L.6 - 1 1/27/2006 Per Village Review Comments A lasting impresion behind every door 6/06/2006 Per Signage Review By Village2- No Revision This Sheet - 4/16/2007 Per Client Review - No Revision This Sheet -3 88 161 162 177178179180181 182 183 184 185 186 187 188 189 190 191 192 193 230 231 232 233 234 235 167 168 169 170 171 172 252 253 255 256 257 258 259 Lincolnshire Lane Blue W a t e r C i r c l e Bl u e W a t e r C i r c l e C h e r r y B l o s s o m B l v d . Vince n t D r i v e Qu a i l R u n Ch e r r y B l o s s o m B l v d . POND 10 FOR INDIVIDUAL LOT PARKWAY TREES - See Sheet L.9 - FOR TYPICAL UNIT FOUDATION PLANTINGS - See Sheet L.12 -254 L.7 L.8 L.5 L.4 L.6 L.3 L.2 drawn by: 17 COURT PLACE - NAPERVILLE, IL 60540 -- 630.305.3980 Fax 630.305.3994 Environmental Site Design Landscape Architecture Land Planning checked by: project no.: sheet no.: original issue date: revisions: north:scale: project: sheet description: COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. CHATHAM SQUARE PLAINFIELD, ILLINOIS Landscape Development Plan 1" = 40'0" 0 20 40 60 100 140 19 SEPTEMBER 2005 L.5 of 14 SHEET KEY: MATCH LINE - See Sheet L.4 -MATCH LINE - See Sheet L.4 - MA T C H L I N E - S e e S h e e t L . 6 - MA T C H L I N E - S e e S h e e t L . 6 - MATCH LINE - See Sheet L.7 -MATCH LINE - See Sheet L.7 - FOR PLANT LIST - see sheet L.6 - 1 1/27/2006 Per Village Review Comments A lasting impresion behind every door 6/06/2006 Per Signage Review By Village2- No Revision This Sheet - 4/16/2007 Per Client Review - No Revision This Sheet -3 89 85 86 87 88 89 90 91 99 100 107 108 109 110 111 112 113 114 115 116 117 118 119 120121 122 123 124 125 126 127 128 129 130 131132133 134 135 136 137 138 139 140 141 142 143 144 145146 147 148 149 150 151 152 153 154 157 158 159 160 161 162 163 164 165 155 166 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3940 4142434445 46 4748495051 5253 545556575859 60 61 62 6364 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 177178179180181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 207 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 156 92 93 94 95 96 97 98 101 102 103 104 105 106 167 168 169 170 171 172 173 174 175 176 206 208 239240 241 243 244 245 246 247 248249 250 251 252 253 255 256 257 258 259 Countryside Lane L a k e s i d e P a r k w a y P r a i r i e R i d g e L a n e Countryside Lane La k e s i d e P a r k w a y Re d A p p l e R o a d Red Apple Road Lincolnshire Lane Blue W a t e r C i r c l e Blu e W a t e r C i r c l e C h e r r y B l o s s o m B l v d . Ch e r r y B l o s s o m B l v d . Vince n t D r i v e Qua i l R u n Qu a i l R u n Ch e r r y B l o s s o m B l v d . E l i z a b e t h D r i v e Model Co u r t Milestone Drive Milestone Drive Ch a t h a m S q u a r e Chatham Square Drive Old O r c h a r d T r a i l HE G G S R O A D 127TH STREET 127TH STREET Willg a t e L a n e POND 70 POND 10 POND 20 POND 30 POND 60 POND 80 POND 40 POND 50 Bl v d . P r a i r i e R i d g e L a n e 127TH STREET Red Apple Road Cherry Blossom Drive Ch e r r y B l o s s o m L a k e s i d e P k w y . Knotti n g h a m C i r . 254 242 Driv e Code Scientific Name Common Name Size Qnty Remarks SHADE TREES AEL Acer platanoides 'Emerald Lustre'Emerald Lustre Norway Maple 3.0"28 B&B AGM Acer saccharum 'Green Mountain'Green Mountain Sugar Maple 3.0"23 B&B ARS Acer rubrum 'Red Sunset'Red Sunset Maple 3.0"24 B&B COC Celtis occidentalis 'Chicagoland'Chicagoland Hackberry 3.0"34 B&B FAP Fraxinus americana 'Autumn Purple'Autumn Purple White Ash 3.0"34 B&B FPC Fraxinus pennsylvanica 'Cimmaron'Cimmaron Red Ash 3.0"28 B&B GTS Gleditsia triacanthos var. inermis 'Skyline' Skyline Honeylocust 3.0"27 B&B PCR Pyrus calleryana 'Redspire'Redspire Pear 3.0"34 B&B QB Quercus bicolor Swamp White Oak 3.0"10 B&B QR Quercus rubra Red Oak 3.0"9 B&B TAR Tilia americana 'Redmond'Redmond American Linden 3.0"25 B&B TCG Tilia cordata 'Greenspire'Greenspire Littleleaf Linden 3.0"24 B&B UCF Ulmus carpinifolia x parvifolia 'Frontier'Frontier Elm 3.0"23 B&B x All individual lot parkway trees to be planted at the time of individual house construction. x All parkway trees shall be matched and uniform per species and planted as noted. x See Sheet L.10 for Turf Information. x Mulch all trees with a minimum of three inches shredded hardwood bark mulch. x All tree saucers require a 4” deep spaded edge between lawn and mulch areas. x Plant material sizing, branching and ball sizes shall conform to the “American Standards for Nursery Stock” (latest edition) by the American Association of Nurseryman, Inc. x Plant material shall be nursery grown and be either balled and burlapped or container grown. Sizes and spreads on plant list represent minimum requirements. x Quantity lists are supplied as a convenience. Contractor shall verify all quantities, and in case of a discrepancy, the plan shall prevail. x The Landscape Contractor shall adjust plant locations in field to maintain appropriate spacing from fire hydrants, light poles, all utility structures, driveways and sidewalks. Approval of the Landscape Architect is required when field adjustments to be implemented do not conform to the intent of the plans. x Contractor shall report any discrepancies in the field to the Landscape Architect and/or Owner. x The Landscape Contractor shall verify locations of all underground utilities prior to digging, is required to Contact J.U.L.I.E. (1.800.892.0123), and any other public or private agency necessary for utility location 48 hours prior to construction. x Where underground utilities exist, all field adjustments must be approved by the landscape architect. x The Landscape Contractor shall water plant material, seed and sod areas until the plants have become adequately established and until final acceptance by the owner. Owner to provide all supplemental watering and proper care and maintenance of all plant materials, seed and sod areas after acceptance of Landscape Contractors work. x No plants are to be changed or substituted without the approval of the Landscape Architect and the Village of Plainfield. x Landscape Contractor shall warrantee all material and labor for a period of one year from the date of final acceptance and shall repair any defects and replace all dead plant material as required during the warranty period. drawn by: 17 COURT PLACE - NAPERVILLE, IL 60540 -- 630.305.3980 Fax 630.305.3994 Environmental Site Design Landscape Architecture Land Planning checked by: project no.: sheet no.: original issue date: revisions: north:scale: project: sheet description: COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. CHATHAM SQUARE PLAINFIELD, ILLINOIS Individual Lots Parkway Tree Planting Plan 1" = 100'0" 0 50 100 150 250 350 12 SEPTEMBER 2005 L.9 of 14 PLANT LIST: - Sheet L.9 - NOTES: - Sheet L.9 - NTS 9 A Typical Tree Planting Detail 3-AEL 5-FAP FOR COMMON AREA PARKWAY TREES - See Sheets L.2 thru L.8 - FOR COMMON AREA PARKWAY TREES - See Sheets L.2 thru L.8 - FOR COMMON AREA PARKWAY TREES - See Sheets L.2 thru L.8 - NOTE: Each Individual Lot Shall Have Two (2) Additional Trees, 2.0" Planted at Time of Individual Lot Construction. 1 1/27/2006 Per Village Review Comments 5-COC 5-FPC 2-UCF 3-AGM 5-TCG 5-ARS 5-TAR 4-PCR 4-GTS 5-FAP 5-COC 5-FPC 5-AEL 5-UCF 4-AGM 5-TAR 5-ARS 5-AEL 5-FPC 5-COC 5-FAP 4-PCR 5-GTS 5-ARS 5-UCF 5-AGM 5-TCG 5-QR 5-TAR 5-PCR 5-QB 5-GTS 5-FAP 3-COC 4-AGM 3-TCG 3-COC 3-FPC 5-AEL 3-UCF 5-AGM 2-TCG 4-QR 5-FPC 5-AEL 4-UCF 4-FAP 5-COC 4-PCR 4-TCG 5-FAP 5-QB 3-GTS 5-ARS 5-TAR 5-PCR 5-GTS 5-PCR 5-TAR 4-ARS 2-AGM 5-TCG 5-COC 5-FPC 4-PCR 5-GTS 5-FAP 4-UCF 5-AEL 3-PCR A lasting impresion behind every door 6/06/2006 Per Signage Review By Village2- No Revision This Sheet - 4/16/2007 Per Client Review3 3-COC 90 Code Scientific Name Common Name Size Qnty Remarks SHADE TREES AAB Acer x freemanii 'Autumn Blaze'Autumn Blaze Maple 3.0"9 B&B ARS Acer rubrum 'Red Sunset'Red Sunset Maple 3.0"2 B&B COC Celtis occidentalis 'Chicagoland'Chicagoland Hackberry 3.0"3 B&B FAP Fraxinus americana 'Autumn Purple'Autumn Purple White Ash 3.0"2 B&B PCR Pyrus calleryana 'Redspire'Redspire Pear 3.0"2 B&B QB Quercus bicolor Swamp White Oak 3.0"1 B&B ORNAMENTAL TREES MF Malus floribunda Japanese Flowering Crab 2.5"5 B&B MPF Malus 'Prairifire'Prairiefire Flowering Crab 6'24 B&B, Multi-Stem MSC Malus 'Snowdrift'Snowdrift Flowering Crab 6'11 B&B, Multi-Stem EVERGREEN TREES PN Pinus nigra Austrian Pine 6'26 B&B PN8 Pinus nigra Austrian Pine 8'13 B&B PP Picea pungens Colorado Green Spruce 6'6 B&B EVERGREEN SHRUBS JGS Juniperus chinensis var. sargentii Green Sargent Juniper 5 G 24 Container JKC Juniperus chinensis 'Kallays Compacta'Kallay's Compact Juniper 5 G 104 Container ORNAMENTAL SHRUBS EAC Euonymus alatus 'Compactus'Compact Burning Bush 36"24 B&B FIS Forsythia 'Sunrise'Sunrise Forsythia 24"28 B&B RCD Rosa 'Carefree Delight'Carefree Delight Rose 3 G 10 Container RKO Rosa 'Knockout'Knockout Shrub Rose 3 G 175 Container RTF Rosa 'The Fairy'The Fairy Rose 5 G 10 Container SGM Spiraea japonica 'Goldmound'Goldmound Spirea 18"113 B&B PERENNIALS & ORNAMENTAL GRASSES CKF Calamagrostis acutiflora 'Karl Forester'Karl Forester Feather Reed Grass 1 G 41 Container CVM Coreopsis verticillata 'Moonbeam'Moonbeam Coreopsis 1 G 60 Container HH Hemerocallis 'Hyperion'Hyperion Daylily 1 G 50 Container HHR Hemerocallis 'Happy Returns'Happy Return Daylily 1 G 40 Container MSP Miscanthus sinensis 'Purpurascens'Purple Maiden Grass 1 G 10 Container NBW Nepeta x faassenii 'Blue Wonder'Blue Wonder Catmint 1 G 40 Container PA Perovskia atriplicifolia Russian Sage 1 G 20 Container RFG Rudbeckia fulgida 'Goldstrum'Blackeye Susan 1 G 165 Container SAJ Sedum spectabile 'Autumn Joy'Autumn Joy Sedum 1 G 90 Container SH Sporobolus heterolepis Prairie Dropseed 1 G 22 Container ANNUALS AF Annual Flowers Annual Flowers Flats 110 Madness Mix Petunias 1 206 47 drawn by: 17 COURT PLACE - NAPERVILLE, IL 60540 -- 630.305.3980 Fax 630.305.3994 Environmental Site Design Landscape Architecture Land Planning checked by: project no.: sheet no.: original issue date: revisions: north:scale: project: sheet description: COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. CHATHAM SQUARE PLAINFIELD, ILLINOIS Entrance Area Enlargements AS SHOWN 0 5 10 15 25 35 12 SEPTEMBER 2005 L.13 of 14 PLANT LIST: - Sheet L.13 - scale: 1" = 20'0" 13 A 127th STREET MAIN ENTRANCE AREA ENLARGEMENT scale: 1" = 20'0" 13 B 127th STREET SECONDARY ENTRANCE AREA ENLARGEMENT scale: 1" = 20'0" 13 C HEGGS ROAD ENTRANCE AREA ENLARGEMENT 1 1/27/2006 Per Village Review Comments A lasting impresion behind every door 6/06/2006 Per Signage Review By Village2 4/16/2007 Per Client Review - No Revision This Sheet -3 91 xCultured Stone Veneer to be “Mist Drystack Ledgestone” CSV.2008 and installed per manufacturer’s specifications. Stone will be installed with a dry-laid appearance. xMortar color to be light gray and a sample submitted to Owner for approval prior to installation. xA sample of sawed limestone for post caps and wall coping must be submitted to Owner for approval prior to installation. Mortar color for sawed limestone work must match stone and a sample submitted to Owner for approval prior to installation. Alternate: A cast stone or concrete may be considered with a sample submitted for approval. xSignboard shall be a sandblasted HDU Sign Foam, supplied and installed by Sign Company. Mason contractor must coordinate with sign contractor for installation and anchoring. Color sample of sign must be submitted and approved by Owner prior to manufacturing. xLetters shall be recessed 1/2” from sign panel background. xOwner or his representative must approve sign layout and grade in the field prior to excavation. JULIE: Contractor shall verify locations of all underground utilities prior to digging and field adjust to avoid the same. Contact J.U.L.I.E. (1.800.892.0123) 48 Hours prior to digging. MAIN ENTRANCE SIGN : Elevation14 B scale: 1/2" = 1'0" scale: 1/2" = 1'0"C 14 MAIN ENTRANCE SIGN : Foundation Plan NOTES: scale: 1" = 1'0"D 14 POST CAP DETAIL scale: 3/4" = 1'0" SIGN PANEL AND WALL SECTION14 E NOTE:*Sign Column to have Cultured Stone 48" high. * drawn by: 17 COURT PLACE - NAPERVILLE, IL 60540 -- 630.305.3980 Fax 630.305.3994 Environmental Site Design Landscape Architecture Land Planning checked by: project no.: sheet no.: original issue date: revisions: north:scale: project: sheet description: COPYRIGHT 2005: ALL RIGHTS RESERVED SIGNATURE DESIGN GROUP INC. CHATHAM SQUARE PLAINFIELD, ILLINOIS Signage Details AS SHOWN 12 SEPTEMBER 2005 L.14 of 14 1 1/27/2006 Per Village Review Comments A lasting impresion behind every door 6/06/2006 Per Signage Review By Village2- No Revision This Sheet - 4/16/2007 Per Client Review - No Revision This Sheet -3 92 93 94 PLAINFIELD, ILLINOIS NEW PEMA FACILITY CONCEPTUAL NEW FACILITY FOR: SITE AREA (±1.48 AC.)±64,495 S.F. CAR PARKING PROVIDED 23 STALLS CLEAR HEIGHT 20'-0" PARKING BUILDING AREA OFFICE 2,684 S.F. DRIVE IN OVERHEAD DOORS 4 DOORS WAREHOUSE TOTAL BUILDING AREA DETENTION OFFSITE 12,276 S.F. 14,960 S.F. 3-10-2021220268 KJB SITE PLAN 20'40'80'0 10' 176'-0" 63 ' 5' - 0 " 42 ' - 0 " OFFICE 5'-0"30' S. W O O D F A R M R O A D 10 ' - 0 " 30' 10 ' - 0 " 60' 85 ' - 0 " 300.0' 300' 21 5 ' 21 5 ' D.I.D.D.I.D.D.I.D.D.I.D. T 10'x8' CHAIN LINK FENCE ENCLOSURE W/ SLATS PROPOSED RADIO TOWER BY OTHERS 95 PE M A P U B L I C W O R K S NE W O F F I C E / W A R E H O U S E F A C I L I T Y F O R : SO U T H W O O D F A R M R O A D , P L A I N F I E L D , I L L I N O I S A2.0 96 S. WOOD FARM ROAD 300.0' 300' 21 5 ' 21 5 ' D.I.D.D.I.D. T DOWDEN DESIGN GROUP P.O. BOX 415, LIBERTYVILLE, IL, 60048 DOWDENDESIGNGROUP.COM PHONE: (847) 362~1254 RE V I S I O N S : landscape plan l101 LANDSCAPE ARCHITECTURE, DESIGN & PLANNING date: 03.09.21 scale: 1"=20' drawn: cjd proposed pema facility south wood farm road plainfield, illinois D.I.D. D.I.D. (3) 6' pa (15) 30" fos (7) 6' tot (15) 30" fos (3) 2.5" ltec (1) 6' pgd (1) 2.5" gts (7) 6' tot (13) 30" posw (3) 2.5" gts (5) 6' pgd (3) 2.5" qi (25) 24" hpf (18) 24" hpf please see landscape plan l102 for office entrance plantings NOTES:NOTES:NOTES:NOTES: 1) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE PLANTING AS SHOWN ON THE DRAWING. ALL PLANTS SHALL COMPLY WITH THE REQUIREMENTS PF THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. PLANTS SHALL MEET SIZE, GENUS, SPECIES AND VARIETY AND BE IN GOOD HEALTH, FREE OF INSECTS, DISEASES, OR DEFECTS. NO “PARK GRADE” MATERIAL SHALL BE ACCEPTED. TREES NOT EXHIBITING A CENTRAL (OR SINGLE) LEADER WILL BE REJECTED UNLESS CALLED IN THE PLANT LIST AS MULTI-STEM. QUANTITY LISTS ARE SUPPLIED AS A CONVENIENCE. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND, IN CASE OF DISCREPENCY, THE PLAN SHALL PREVAIL. NO PLANTS ARE TO BE CHANGED OR SUBSTITUTED WITHOUT APPROVAL FROM A REPRESENTATIVE OF JAMES DOWDEN & ASSOCIATES, Inc, 2) ALL PLANTS SHALL BE WATERED DURING THE FIRST 24 HOUR PERIOD FOLLOWING INSTALLATION. A WATERING SCHEDULE MUST BE AGREED UPON WITH THE OWNER (BEFORE PLANTINGS ARE INSTALLED) OF WHOM, WHEN AND HOW PLANT MATERIALS ARE TO BE PROPERLY WATERED. THE LANDSCAPE CONTRACTOR SHALL VERIFY PROPER WATERING IS BEING DONE FOR THE ESTABLISHMENT AND HEALTH OF ALL PLANT MATERIALS. The landscape contractor shall warranty all plant materials for one year from the time of installation and project acceptance. 3) PLANTS SHALL BE BALLED AND BURLAPPED UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN. NO ROOT BOUND MATERIAL SHALL BE ACCEPTED AND ALL WRAPPING MATERIALS MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. IT IS THE OPTION OF THE LANDSCAPE CONTRACTOR TO ROLL BACK BURLAP FROM THE TOP OF THE ROOT BALL. 4) RECOMMENDED MULCH DEPTH IS THREE INCHES (3”) OF SHREDDED HARDWOOD BARK. THE LANDSCAPE CONTRACTOR SHALL AVOID OVERMULCHING AND THE CREATION OF “MULCH VOLCANOES”. Mulch Beds shall extend a minimum of two feet (2’) beyond the center of a tree or shrub. Mulch must be pulled back at least two inches (2’) from the base of a tree so the base of the trunk and root crown are exposed. 5) Prepare all perennial beds with one cubic yard of garden compost per 100 sf and the compost shall be rototilled to an 8” depth. 6) All plants shall be set plumb. It is the option of the landscape contractor to stake deciduous trees but it is also the responsibility of the landscape contractor to guarantee the plants remain plumb until the end of the guarantee period. 7) Trees shall be installed a minimum of five feet (5’) horizontally from underground electrical feeders, sanitary sewers, sanitary services, water mains, and water services. Trees shall be installed a minimum of ten feet (10’) horizontally from utility structures including, but not limited to, manholes, valve vaults and valve boxes. Shade trees shall be a minimum of ten feet (10’) from all light poles and all shrubs shall be a minimum of three to five feet (3’-5’) from all fire hydrants. 8) The landscape contractor shall locate the existence of all underground utilities prior to starting work. The landscape contractor must also keep the pavement and work areas in neat and orderly condition throughout the construction process. The Landscape contractor shall acquaint himself with. And verify. Working conditions in advance of submitting a proposal. Failure to recognize inherent responsibilities does not relieve the contractor of obligations due to miscalculations. 9) Property owners shall be responsible for maintaining all landscaping shown on the approved plans throughout the life of the development. 10) ALL TURF SHALL BE PREMIUM BLUEGRASS MIX (4-5 LBS/1,000SF) WITH NORTH AMERICAN GREEN DS75, OR EQUIVALENT, EROSION CONTROL BLANKET IN ALL DISTURBED AREAS. 0 20 40 SCALE: 1"=20' 10 60 turf turf turf turf turf turf turf turf turf turf turf turf turf turf (40) #1 cakf office (13) 30" posw PLANT LIST Qty. Common Name Botanical Name Size Remarks Code 4 Skyline Locust Gleditsia triacanthos ‘Skyline’ 2.5” B&B GTS 3 Emerald City Tulip Tree Liriodendron tulipifera ‘Emerald City’ 2.5” B&B LTEC 3 Shingle Oak Quercus imbricaria 2.5” B&B QI 1 Cumulus Allegheny Serviceberry Amelanchier laevis ‘Cumulus’ 2” B&B ALC 3 Norway Spruce Picea abies 6’ B&B PA 6 Black Hills Spruce Picea glauca ‘Densata’ 6’ B&B PGD 14 Techny Arborvitae Thuja occidentalis ‘Techny’ 6’ B&B TOT 11 Green Gem Boxwood Buxus ‘Green Gem’ 24” Cont. BGG 9 Green Velvet Boxwood Buxus ‘Green Velvet’ 24” Cont. BGV 30 Sunrise Forsythia Forsythia ovata ‘Sunrise’ 30” Cont. FOS 43 Firelight Hydrangea Hydrangea paniculata ‘Firelight’ 24” Cont. HPF 26 Summer Wine Purpleleaf Ninebark Physocarpus opulifolius ‘Summer Wine’ 30” Cont. POSW 3 Kiss Kim Lilac Syringa patula ‘Miss Kim’ 30” B&B SPMK # 12 Fine Wine Weigela Weigela florida ‘Bramwell’ 24” Cont. WFB 10 Summer Beauty Allium Allium ‘Summer Beauty’ #1 Pots ASB 40 Karl Foerster Reed Grass Calamagrostis acutiflora ‘Karl Foerster’ #1 Pots CAKF 10 Rozanne Geranium Geranium ‘Rozanne-Gerwat’ #1 Pots GRG 10 Hummelo Betony Stachys monieri ‘Hummelo’ #1 Pots SMH # Top Graft on Standard 97 DOWDEN DESIGN GROUP P.O. BOX 415, LIBERTYVILLE, IL, 60048 DOWDENDESIGNGROUP.COM PHONE: (847) 362~1254 RE V I S I O N S : landscape plan LANDSCAPE ARCHITECTURE, DESIGN & PLANNING proposed pema facility south wood farm road plainfield, illinois L102 date: 03.09.21 scale: 1"=10' drawn: cjd 4" depth shredded hardwood bark mulch over entire planting bed extend planting bed a minimum of 24" beyond root ball or as shown on plan. remove top of burlap see plan for spacing set root ball 2" above finished grade planting mxi: 75% existing soil 25% mushroom compost scarify sides of planting pit if glazed or dried undisturbed subgrade place root ball on stable subgrade. compact excavated soil around root ball base to stabilize, shrub planting detail planting pit diameter (2) times root ball diameter set root ball 2" above finish grade 4" depth shredded hardwood bark mulch. keep 6" from trunk or root flare. multi-stem tree remove wire basket from top 6" of root ball planting mix: 75% existing soil 25% mushroom compost undisturbed subgrade scarify sides of planting pit if glazed or dried place root ball on stable subgrade. compact excavated soil around root ball base to stabilize. deciduous ornamental tree planting detail 4" depth shredded hardwood mulch. keep 6" from trunk or root flare planting pit diameter (2) times root ball diameter. set root ball 2" above finished grade remove wire basket from top 6" of root ball. planting mix: 75% existing soil 25% mushroom compost undisturbed subgrade scarify sides of planting pit if glazed or dried place root ball on stable subgrade. compact excavated soil around root ball base to stabilize. evergreen tree plantingevergreen tree plantingevergreen tree plantingevergreen tree planting detail planting pit diameter (2) times root ball diameter root flare or graft shall be visible 4" depth shredded hardwood bark mulch. keep 6" from trunk or root flare 4" wide commercial tree wrap secured with sisal twine remove wire basket and rope from to 6" of root ball planting mix: 75% existing soil 25% mushroom compost undisturbed subgrade scarify sides of planting pit if glazed or dried. place root ball on stable subgrade. compact excavated soil around root ball base to stabilize. deciduous tree plantingdeciduous tree plantingdeciduous tree plantingdeciduous tree planting detail 12" depth planting mix 75% clean topsoil 25% mushroom compost undisturbed subgrade perennial plant spacing as noted on plan 2" depth mushroom compost over entire perennial bed detail perennial plantingperennial plantingperennial plantingperennial planting PREMIUM BLUEGRASS MIXPREMIUM BLUEGRASS MIXPREMIUM BLUEGRASS MIXPREMIUM BLUEGRASS MIX 4-5 LBS PER 1,000 SF 20% MIDNIGHT KENTUCKY BLUEGRASS 20% DENIM KENTUCKY BLUEGRASS 20% LANGARA KENTUCKY BLUEGRASS 20% BLUESTAR KENTUCKY BLUEGRASS 10% PRIZM PERENNIAL RYEGRASS 10% SUNSHINE PERENNIAL RYEGRASS (10) #1 grg (11) 24" bgg (9) 24" bgv (10) #1 asb (10) #1 smh (12) 24" wfb (3) 30" top graft on standard spmk (1) 2" alc 0 5 10 20 30 SCALE: 1"=10' office 98 99 100