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HomeMy WebLinkAboutPacket - 05/19/2021 - Planning and Zoning Commission The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer-oriented, efficient and fiscally responsible manner. PLANNING & ZONING COMMISSION MEETING NOTICE DATE: Wednesday, May 19, 2021 TIME: 7:00 p.m. PLACE: Zoom Web Conferencing Application Join Zoom Meeting: https://cityofmchenry.zoom.us/j/95506113273 Phone: +1-312-626-6799 Meeting ID: 955 0611 3273 AGENDA 1. Call to Order 2. Roll Call 3. Public Input – (five minutes total on non-agenda items only) 4. Consider of Approval of Meeting Minutes: April 7, 2021 5. Z-982 - A Conditional Use Permit and Zoning Map Amendment for a 288-unit multifamily Integrated Design District development; Zoning Variations including, but not limited to: Off Street Parking and Loading, and Integrated Design District Review Procedures; A variation from the Subdivision Control and Development Ordinance to allow for simultaneous review of Preliminary and Final Plat of Subdivision; and approval of a Preliminary and Final Plat of Subdivision of Authentix at McHenry. Petitioner: Continental 601 Fund, LLC of W134N8675 Executive Pkwy, Menomonee Falls, WI Site Information: The site consists of 31.6702 acres, more or less, and is located approximately 430 feet east of the intersection of N. Richmond Road (IL-31) and Blake Boulevard ("Subject Property") 6. Staff Report: Next Meeting Date: June 16, 2021 7. Adjourn City of McHenry Planning and Zoning Commission Minutes April 7, 2021 Chairman Strach called the April 7, 2021 special meeting of the City of McHenry Planning and Zoning Commission to order at 7:00 p.m. via Zoom. In attendance were the following: Gurda, Lehman, Strach, Sobotta, Thacker and Walsh. Absent: Doherty. Also in attendance were City Planner Cody Sheriff, Economic Development Coordinator Wolf, and Community Development Director Polerecky. Public Hearing Guidelines for a Virtual Meeting were presented. Chairman Strach opened the public portion of the meeting at 7:00 p.m. There was nobody in attendance who wished to address the Commission with public comment. Approval of Minutes: Consideration of March 17, 2021 Regular Meeting Minutes as presented. Motion by Lehman and seconded by Sobotta for approval. Roll Call: Vote: 6-ayes: Commissioners Gurda, Lehman, Strach, Sobotta, Thacker, and Walsh. 0-nay; 0-abstained; 1-absent: Doherty. Motion Carried. File No. Z-986 Pearl Street Commercial LLC A Final Plat of Resubdivision, a Use Variance to allow a Mini-Warehouse, a Conditional Use Permit to allow a future Drive-Thru Restaurant, Zoning Variations to minimum lot width, and any other variations necessary to accommodate the proposed commercial development Chairman Strach called the hearing to order at 7:10 p.m. regarding File No Z-986 a request for A Final Plat of Resubdivision, a Use Variance to allow a Mini-Warehouse, a Conditional Use Permit to allow a future Drive-Thru Restaurant, Zoning Variations to minimum lot width, and any other variations necessary to accommodate the proposed commercial development at 1860 Richmond Rd. Chairman Strach confirmed all legal posting requirements have been met. Planner Sheriff stated there was an error in the original posting of the hearing in regard to the property location however he verified with the attorney that the correct PIN and street address were listed in that same posting and therefore the posting could be considered valid if the commission agrees. Chairman Strach agreed. Attorney Joe Gottemeller stated he will address any zoning questions. Engineer Joseph Vavrina, HR Green was sworn in. Attorney Steven L. Schwartz, Manager of Pearl Street Commercial, LLC, 1860 N. Richmond Rd., McHenry, stated Pearl Street Commercial is the contract purchaser of the former Stock & Field building. He stated they are proposing a conversion into a Class A climate-controlled self-storage facility with drive-thru along with creating two outlots. The self- storage REIT engaged as manager of the facility will be a top operator such as Cubesmart, Life Storage, or Extra Space Storage. An office on location will be staffed and have a retail component and the facility will operate 24/7 regardless of the weather with a 24-hour help line. Ingress/egress will be controlled by a keypad and monitored by security cameras. Very little Planning and Zoning Commission April 7, 2021 Special Meeting Page 2 parking will be needed for this use. Signage will be presented through City Council and all necessary permits and processes will be followed. Mr. Schwartz stated customers are not allowed to store chemicals, flammables, or other dangerous solvents, which is governed by month to month leases. There are letters of intent signed for the two medical/wellness tenants of one of the outlots and they are negotiating with several other restaurant, retail, and automotive brands for the other outlot. They have also designed a drive-thru for the building to accommodate one of many quick service restaurants that may want to expand in this market. City Planner Sheriff provided the Commission with the Staff Report regarding this file stating the petitioner is proposing a new climate controlled self-storage facility to occupy the space, which is defined as a Mini-Warehouse. Mini-Warehouses are not permitted uses within the C-3 Community Commercial District and require approval of a use variation to proceed. The petitioner is also requesting approval of a conditional use permit to operate a future drive- thru restaurant on outlot 3. Planner Sheriff stated because a future tenant has not been identified a generic site plan for the drive-thru restaurant is being proposed and Staff is comfortable with the request and will recommend a condition be added that final site plan approval be reviewed and approved administratively by the Staff Plat Review Committee which consists of the Public Works Director, Staff Engineer, Community Development Director, City Planner, Economic Development Director, and Chief of Police. Proposed on outlot 2 is a two-unit commercial building that will be occupied by Aspen Dental and Wellnow. Medical and dental offices are both permitted uses within the C-3 Community Commercial District. Planner Sheriff stated the future land use map recommends commercial land use on the subject property and these requests are in substantial conformance with the commercial future land use recommendation. The subject property is currently zoned C-3 Community Commercial District and has operated as a commercial strip mall since inception. Planner Sheriff stated there are no concerns regarding traffic generated as a result of the proposed development. The proposed resubdivision will create two new commercial outlots. Due to the proximity of the outlots to an arterial roadway, the Zoning Ordinance requires a mimimum lot width of 200 feet. Staff does not believe the variation request to minimum lot width will generate any adverse impacts on the surrounding properties. The petitioner is proposing a generic drive-thru restaurant on outlot 3 that typically would have required a site plan. The City has been working closely with the petitioner to help attract a drive-thru restaurant or other retail commercial element for the site. The proposed landscaping plan includes an approximate 300-foot long landscape perimeter along the north building façade of the self-storage building, replacement and addition of Planning and Zoning Commission April 7, 2021 Special Meeting Page 3 parking island trees, and five additional shade trees along the east property line abutting the residential townhome subdivision. The developer is adding a net increase of 26 trees for a total of 46 trees. Overall, staff believes the proposed landscape plan is in substantial conformance with the City of McHenry Landscaping and Screening Ordinance. Planner Sheriff presented, in summary, staff believes the proposed commercial redevelopment is in substantial conformance with the City of McHenry Zoning Ordinance. The aftermath of the recession has left the City with large vacant commercial spaces that have struggled to retain commercial tenants for over a decade. Staff believes the proposed mini-warehouse, future drive-thru, and commercial outlots will attract significant reinvestment into the commercial corridor. Staff does not believe approval of the petitioner’s requests would generate any adverse impacts on the surrounding property owners. The development appears to be in compliance with the City of McHenry Comprehensive Plan and Development Policies. Staff does not object to the petitioner’s requests and recommends approval subject to appropriate conditions. Planner Sherriff stated if the Planning & Zoning Commission agrees with staff’s assessment then four separate motions are recommended, as presented in the Staff Report. Chairman Strach invited questions and/or comments from the Commissioners. Commissioner Walsh asked for clarification on the driveways and the drive-through entrances in the storage facility. Attorney Schwartz clarified convenience and customer service is met by having more than one loading and drop off lane and entrance. Commissioners Lehman and Thacker had no questions. Commissioner Sobotta had no questions but commented that he appreciated the extra landscaping design that was added. Commissioner Gurda asked if rental trucks or propane will be added to the design and parking lot. Attorney Schwartz stated they will not. Chairman Strach invited questions and/or comments from the Public. There were no comments from the public. Commissioner Strach closed the public comment portion of the hearing at 7:33 p.m. Motion by Gurda seconded by Walsh to recommend with regard to File No. Z-986, allowing approval of the Final Plat of McHenry Plaza Resubdivision as outlined in the staff report, as presented. Roll Call: Vote: 6-ayes: Gurda, Lehman, Sobotta, Strach, Thacker and Walsh. 0-nays, 0-abstained, 1-absent: Doherty. Motion Carried. Planning and Zoning Commission April 7, 2021 Special Meeting Page 4 Motion by Lehman seconded by Sobotta to recommend with regard to File No. Z-986, allowing approval of the petitioner’s request for a use variance to allow a mini-warehouse on Lot 1 of the McHenry Plaza Resubdivision, as presented, subject to the following conditions: 1. The development shall be in substantial conformance with the submitted site plan and landscaping plan. 2. All other federal, state, and local laws shall be met. and by making said motion, I agree with staff’s assessment that the approval criteria for Use Variations have been met as outlined in the Staff Report. Roll Call: Vote: 6-ayes: Gurda, Lehman, Sobotta, Strach, Thacker and Walsh. 0-nays, 0-abstained, 1-absent: Doherty. Motion Carried. Motion by Sobotta seconded by Walsh to recommend with regard to File No. Z-986, allowing approval of the petitioner’s request for the a zoning variation to allow a minimum lot width of 163 feet (lot 2) and 187.19 feet (lot 3) in lieu of the required 200 feet, and any other variances necessary to accommodate the proposed development, as presented; and by making said motion I agree with staff’s assessment that the approval criteria for zoning variances have been met as outlined in the staff report. Roll Call: Vote: 6-ayes: Gurda, Lehman, Sobotta, Strach, Thacker and Walsh. 0-nays, 0-abstained, 1-absent: Doherty. Motion Carried. Motion by Thacker seconded by Lehman to recommend with regard to File No. Z-986, allowing approval of the petitioner’s request for a Conditional Use Permit to allow a drive-thru restaurant on lot 3 of the Final Plat of McHenry Plaza Resubdivision, as presented, subject to the following conditions: 1. Any new construction that requires a drive-thru shall be subject to site plan review and approval by the Staff Plat Review Committee prior to being issued a building permit. 2. All other state, federal, and local laws shall be met. and by making said motion, I agree with the staff’s assessment as outlined in the staff report that the approval criteria for conditional uses has been met. Roll Call: Vote: 6-ayes: Gurda, Lehman, Sobotta, Strach, Thacker and Walsh. 0-nays, 0-abstained, 1-absent: Doherty. Motion Carried. Chairman Strach closed the hearing regarding File No. Z-986 at 7:40 p.m. Staff Report: The regularly scheduled meeting set for April 21, 2021 will be cancelled due to lack of an agenda. Planner Sheriff stated this is the last meeting with the current board. Chairman Strach has been elected to City Council, Commissioner Thacker is retiring, and Commissioner Doherty has submitted his resignation from the Commission. They will be replaced when Planning and Zoning Commission April 7, 2021 Special Meeting Page 5 appointments are made in May. Congratulations and thanks were given for each of their service to the Commission. Adjourn: Motion by Lehman and seconded by Thacker, all approved. Meeting adjourned at 7:50 p.m. Page 4 Staff Report for the City of McHenry Planning & Zoning Commission Staff Comments The following comments and conclusions are based upon staff analysis and review prior to this hearing and are to be considered viable unless evidence is established to the contrary. Staff may have additional comments based upon the testimony presented during the public hearing. BACKGROUND & REQUEST SUMMARY The petitioner, Continental 601 Fund, LLC (Contract Purchaser), is requesting approval of the following items: • A Conditional Use Permit and Zoning Map Amendment for a 288-unit multifamily Integrated Design District Development; • Zoning Variations to Off Street Parking and Loading, and Integrated Design District Review Procedures; • A Variation from the Subdivision Control and Development Ordinance to allow for simultaneous review of Preliminary and Final Plat of Subdivision; and • Approval of a Preliminary and Final Plat of Subdivision of Authentix at McHenry. The site consists of 31.6702 acres, more or less, and is located approximately 430 feet east of the intersection of N. Richmond Road (IL-31) and Blake Boulevard ("Subject Property"). The petitioner is proposing to construct a 288-unit planned multifamily apartment development on the northern most 20.5-acre parcel – approximately 14 dwelling units per acre. The development is composed of 12, 2-story, garden-style apartment buildings, a private 24-hour fitness center, in-ground pool, dog park, and a recreational path. The buildings are designed to architecturally resemble a modern townhouse style development with offsetting architectural planes. The development also involves the creation of a regional detention facility on the north parcel that will service the 31-acre subdivision. As part of the development agreement that is reviewed at City Council, the petitioner will be required to enact a backup Special Service Area for the long-term maintenance of the regional detention facility and the landscaping and screening. The petitioner is proposing a total of 608 parking spaces that includes 12 handicap accessible stalls, and 47 garage spaces. The City’s Off Street Parking and Loading Ordinance requires a total of 680 parking stalls which includes 72 visitor parking stalls and 608 resident parking stalls. The development’s primary site access will be from Blake Boulevard which is serviced by a signalized IDOT intersection. There are no current development plans for the southernmost parcel. Procedurally, the Integrated Design District Review Procedures and Subdivision Control and Development Ordinance require the petitioner to have a second meeting to approve a Final Plan and Plat of Subdivision. Staff discussed and recommended the petitioner apply for a variance to allow for simultaneous review of the preliminary and final plan and plat of subdivision. This procedural change does not impact the review process since the final plan and plat of subdivision must be in substantial conformance with the preliminary. Any significant deviations would require an additional public hearing. As part of the IDD submittal requirements, the petitioner also provided a landscaping plan, traffic impact study, comprehensive stormwater management plan, and natural resources inventory (NRI) report from the McHenry-Lake County Soil and Water Conservation District. The City’s consultant engineering firm HRGreen performed a comprehensive review of the submitted plans and documents and found them to be substantially complete and recommended the city accept the submittal. CITY OF MCHENRY ORDINANCES • The petitioner must meet the Approval Criteria for Development Review, listed in §11-11-5 of the City of McHenry Zoning Ordinance. • The petitioner must meet the Approval Criteria for Variances, listed in §11-19-5 of the City of McHenry Zoning Ordinance. • The petitioner must meet the standards and specifications of Title 12 of the Subdivision Control and Development Ordinance in the City of McHenry Municipal Code. Page 5 Integrated Design District §11-11-1: PURPOSE: A. The purpose of the Integrated Design District (IDD) is to encourage innovative design in the development of land by providing relief from rigid zoning and subdivision standards, which are designed for conventional developments and may inhibit creative land planning. In order to receive such relief, a development must incorporate innovative design techniques that protect and enhance the City’s natural and manmade resources, such as streams and watercourses, wetlands, native vegetation, groundwater recharge areas, mature tree stands, view sheds, historical character and the like. The IDD requires that a site’s unique environmental features, which may be removed or otherwise altered in the course of traditional land development, be integrated into the overall design of a project, and protected through the use of covenants and long term maintenance agreements. The IDD also encourages multiple land uses where appropriate, as part of a unified development strategy to reduce impervious surfaces and reduce the dependency on the automobile. B. Ideally, no two (2) IDD developments will be identical. Through the use of nonconventional design techniques, such as build to lines, clustering, land conservation strategies, varied building placements, boulevards, one-way streets and alleys, a specific development receives its own use, lot size, bulk, parking, landscaping and design standards. (Ord. 96-647; amd. Ord. 05-866) STAFF ANALYSIS ZONING HISTORY The subject property was originally annexed into the City of McHenry on March 29, 1995 and Zoned C-5 Highway Commercial District (ORD-095-705 & 706). The Comprehensive Plan Future Land Use Map was adopted in 2008 with the approval of the Comprehensive Plan. At the time of adoption, the Future Land Use Map recommended BP Business Park District oriented uses for the subject property. This was changed when the City amended the Future Land Use Map on November 14, 2018 and recommended (general) residential on the east 25-acre portion and commercial on remaining western portion. The subject property has remained vacant and is actively farmed. FUTURE LAND USE MAP RECOMMENDATION The Future Land Use Map recommends a combination of (general) residential on the east 25-acre portion and commercial on the remaining western portion. The proposed development includes a recreation center on the western portion of the property with the multifamily apartments on the east. The proposed development is in substantial conformance with the Future Land Use Map Recommendation for commercial and residential. CURRENT LAND USE AND ZONING The subject property is currently zoned C-5 Highway Commercial District (vacant) with agricultural land use. The primary concern is how the proposed development will interact with the surrounding land use. The surrounding land use primarily consists of single family residential to the east with highway commercial land use to the west. Special attention should be considered when analyzing how the development will interact with adjacent uses. Multifamily apartment uses are required to have landscaped screening when abutting single family residential areas in order to protect privacy and mitigate any externalities resulting from higher concentrations of population. These site plan features will be covered in greater detail in later sections of the staff report. Page 6 COMPREHENSIVE PLAN OBJECTIVES AND POLICIES Overall, staff believes the proposed development is consistent with the City’s Comprehensive Plan objectives and policies. Staff comments italicized. • Neighborhood Character, Goal – “Provide neighborhoods that are stable and diverse, provide a wide range of housing options, linking residents to a variety of land uses which meet the needs of the Community.” (p. 48) o Diversity & Options - The most recent apartment development constructed (excluding the 27-unit River Place Development) was the Greens of Irish Prairie in 1994. The average age of the City’s multifamily apartment stock is approximately 46.4 years. With an ageing apartment stock, new development is needed to replace the existing ageing base and provide additional competition to incentivize renovation of existing units. The Strategic Planning Analysis of Rental Apartments dated March 18, 2021 indicates there is a shortage of rental opportunities with only 4 active rental units available and 18 vacant rental units but are unavailable due to remodeling. o Proximity to a Variety of Land Uses – The proposed development is adjacent to the IL-31 commercial corridor with direct access to a state highway. The proposed development would be in close proximity to a variety of retail commercial and dining experiences. • Land Use, Objective – “Allow a mixture of land uses in appropriate areas to promote responsible growth while providing a high quality of life to the residents.” (p. 27) o Policy – “Promote the Integrated Design District land use for unique or urban properties in the City.” (p. 27)  The site of the proposed development is characterized by a 20-foot drop in grade both west towards IL-31 and east towards Hazelwood Drive. This geographical constraint along with the development operating as a commercial rental property make the IDD most appropriate to insure for the long term maintenance and health of the project. The petitioners are making use of the unique geographical features to provide a multi-use recreational path that navigates the entirety of the project site including a large regional detention facility to the north. • Unique Character, Objective – Promote land uses that allow the expansion of services for the residents. o Policy – “Locate intense commercial and office uses where they will not negatively affect residential or open space uses.” (p. 28)  The proposed development would rezone the property to Integrated Design District from the C-5 Highway Commercial District. The IDD would provide a land use barrier between the existing single-family residential neighborhood to the east and the more intense commercial corridor to the west. The development would also prevent more intense commercial uses from locating on the subject property that would be adjacent to the residential subdivision. • Growth, Objective – “Encourage and guide responsible development throughout the City.” (p. 29) o Policy – “Promote development that allows employment and a shopping base which is diverse and affords the City with a sound economic base.” (p. 29)  The proposed development would increase the available housing opportunities within the City of McHenry. Increasing density along a commercial corridor will help promote economic growth and stability. • Roadways, Objective – “Maintain the character and charm of a small neighborhood when working with new development and redevelopment.” (p. 41) o Policy – “Avoid creating through traffic on local streets.” (p. 41)  There are no opportunities for the development to generate through traffic. All access to and from the site would be from Blake Boulevard. Page 7 SITE PLAN ANALYSIS. Staff analysis has been provided below on several elements of the proposed development. A. Density. The proposed development consists of 288 dwelling units. This equates to approximately 14.4 dwelling units per acre. The McHenry Oaks Subdivision to the south and east consists of approximately 2.55 dwelling units per acre. Below is a summary of several existing apartment developments in the City compared to the proposed development. Year Built Units Acres Density Single-Family Home Density Adjacent to Development Garden Quarter Apartments 1970s 68 units 4.7 acres 14 units/acre 3.28 units/acre Hillcrest Apartments 1982 88 units 4.89 acres 17.9 units/acre 2.33 units/acre; 2.88 units/acre; Fawn Ridge Trails Apartments 1988 208 units 10.75 acres 19.3 units/acre Southgate Apartments 1977 64 units 3.55 acres 18 units/acre 2.55 units/acre Proposed 2021 288 units 20 acres 14.4 units/acre 2.55 units/acre The density of the development compared to the density of existing developments in town is substantially similar. The proposed development is not out of character for a multifamily development adjacent to single- family residential in McHenry. However, an argument can be made that the total number of units is larger than other developments that could potentially impact surrounding land use. This variable is only impactful in terms of assessing site accessibility and traffic which will be covered in the next section. The Subdivision Control and Development Ordinance discourages connections that incentivize through-traffic. Because there is no connection from the proposed development to the subdivision to the east, traffic generated will have minimal impact on residential properties. B. Traffic. As part of the development review process, the petitioners are required to provide the city with a traffic impact analysis (TIA) (attached). The TIA was reviewed by the City’s hired engineering consulting firm HRGreen. HRGreen confirmed the validity of the analysis and recommended the City accept the proposed TIA. Overall, staff believes that the proposed development will not generate unique or adverse impacts on the surrounding properties. Key findings of the TIA are summarized below. 1. COVID-19 Adjustments. It was determined that the recently conducted counts on Richmond Road are approximately 17 percent lower than historical hourly volumes on the corridor during the weekday am peak hour and 14 percent during the weekday pm peak hour. In order to maintain a conservative analysis, a 20 percent COVID-19 adjustment factor was applied to all collected counts to create adjusted 2021 existing volumes. 2. Capacity Analysis - Level of Service (LOS) Signalized Intersection (Richmond Rd/Blake Boulevard). Models were created for the weekday am and weekday pm peak hours for the existing, background, and future with project conditions. The TIA indicates that intersection delay in 2027 will increase from 18.6 seconds to 20.9 seconds resulting in a level of service (LOS) grade change from B to C during weekday AM peak traffic. This was the most significant finding of the TIA; however, no changes in levels of service occur on any approaches when compared to the background condition. It is concluded that no capacity mitigation is warranted at the signalized intersection of Richmond Road and Blake Road since there are no level of service changes between the background and future with project traffic conditions Page 8 scenarios, all major approaches and the overall intersection operate at LOS C or better, and all minor approaches operate at LOS D or better. (TIA, p. 18) Staff believes the signal has adequate capacity to service the development. 3. Queue Length Analysis – Level of Service (LOS) Richmond Road/Blake Boulevard. Queue length is the length cars will stack at a signalized intersection. The purpose of this analysis is to determine where any potential conflicts may arise such as direct turns into adjacent properties blocked as a result of traffic generated by a project. The TIA indicates that the queue length exceeds the roadway segment by 5 feet for the eastbound right turn lane on Blake Boulevard (traffic coming from Meijer turning right onto IL- 31). Traffic westbound on Blake Boulevard (traffic coming from the development) did not exceed the queue length as a result of the project. The closest the development came to capacity was for westbound on Blake Boulevard in the right turn lane – 100’ existing storage length, 96’ projected. Staff believes there is adequate capacity to service the development. See Table 6 on next page. Page 9 C. Parking. The parking area consists of 535 parking spaces with 48 garage spaces which equates to approximately 2.02 parking spaces per unit. The McHenry Zoning Ordinance requires 608 parking spaces based on the number of units and bedrooms plus an additional 72 visitor parking spaces for a total of 680 parking spaces. Staff believes the proposed development has adequate parking to accommodate the proposed number of units. The City’s off street parking requirements are in need of updating to bring them into alignment with neighboring communities. Below is a comparison of parking requirements between municipalities. McHenry requires an additional 189 more spaces than Woodstock and 119 more spaces than Crystal Lake. City of McHenry Woodstock Crystal Lake Bedrooms # of units Req' parking Total Req'd parking Total Req'd Parking Total eff 32 1.5 48 1.1 35.2 1 32 1 112 2 224 1.1 123.2 1.5 168 2 112 2.33 260.96 1.75 196 2 224 3 32 2.33 74.56 2 64 2 64 Resident Parking 607.52 418.4 488 Visitor Parking 288 0.25 72 0.25 72 0.25 72 Total 679.52 490.4 560 Difference Between McHenry's Parking Ordinance Compared to Neighbor Municipalities 189.1 119.52 D. Stormwater Drainage. The developer is proposing a regional detention facility that would service the proposed apartment site and the vacant site to the south. The existing stormwater runoff currently sheet drains towards the subdivision to the south and east which has caused flooding in the adjacent residential subdivision. The proposed development would redirect the water to the detention facilities to the north. Staff believes the Page 10 detention facility should help alleviate stormwater runoff issues occurring on adjacent properties. Staff will be recommending a condition be added that the property owners shall be required to establish a backup Special Service Area (SSA) in the event the stormwater facilities are no longer maintained. E. Landscaping and Screening. The petitioners are proposing a landscaping and screening barrier along the east property line composed of evergreens, shade trees, and a variety of understory plantings. The petitioner has also agreed to the installation of a 6-foot privacy fence to be installed along the east property line. Staff will include the privacy fence as a condition of approval. Parking areas that face adjacent residential properties will also have evergreen plantings to screen vehicle lights from view. Combined with the privacy fence, staff does not believe lighting generated from site traffic will impact the adjacent residential subdivision. Staff will also be recommending that these items be included in the backup Special Service Area in the event landscaping or privacy fencing is damaged or destroyed. Landscaping Composition Proposed Required Deciduous Trees 197 38 Evergreen Trees 134 Ornamental Trees 34 Evergreen shrubs 41 264 deciduous shrubs 428 F. Setback Distances. At the closest point, the northeast most building is located approximately 92.5 feet away from the east property line. The recreational trail is setback approximately 39.45 feet from the east property line. When measured from the apartment building wall to the neighboring single family home wall, the setback is approximately 111.27 feet. The middle apartment buildings are located approximately 193-197 feet away from the neighboring walls of the principal residences to the east. The garages are also setback approximately 106-111 feet away from neighboring residential structures to the east and 61 feet from the east property line. Page 11 When comparing the proposed development setbacks to other apartment developments in the City of McHenry, staff finds the proposed setback distances are similar if not greater than other areas of the City. Staff believes there is adequate distance for the adjacent residential properties to maintain their privacy. Setback Distances From Single Family Buildings Garden Quarter Apartments 95 feet Hillcrest Apartments 48-148 feet Fawn Ridge Trails Apartments 42-111 feet Southgate Apartments 28-120 feet Proposed Development 111-197 feet G. Architectural Features. The City of McHenry IDD Ordinance recommends anti-monotony design to be implemented as part of the development process. With offsetting architectural planes, and varied façade elements, staff believes the proposed development is in conformance with the intent of the IDD Ordinance. H. Lighting. All lighting will be installed in accordance with the regulations in the municipal code and zoning ordinance. Fixtures shall be required to be shielded from view as to not generate glare nor exceed the 0.5 foot candle lighting requirement adjacent to residential properties. I. Utilities. The development will be required to connect into the 8’’ sewer main that runs to the west of the development on Blake Boulevard. Staff required the connection to be reviewed by HRGreen who have a working model of our sanitary sewer system. The review found there there is adequate capacity to accommodate the proposed development. The petitioners are requesting a fee waiver based upon their actual usage and impact as opposed to the standard rate. This will be built into the development agreement that is voted on by City Council. Page 12 RESIDENT FEEDBACK & CONCERNS The developer initially met with the residents of the adjacent subdivision in an online town hall format and were given the opportunity to provide feedback. Several concerns were raised including but not limited to: property values, affordable housing and crime, and flooding. All comments submitted to the City have been attached. Staff was able to enlist the help of McHenry County College librarians who provided several studies and literature reviews. Based upon the research provided, staff believes the proposed development will not negatively impact adjacent property values nor increase crime. More detailed summaries have been attached. See below for staff summary comments. 1. Crime. A common concern expressed is subsidized/unsubsidized multifamily apartments will generate crime. Staff has reiterated that this is not a subsidized residential development. However, many studies and literature reviews found very little to no impact on crime as a result of multifamily housing: Albright, Derickson, and Massey (2013), Center for Housing Policy (2017), and Sturtevant and McClain (2010). Craw (2017) found a 0.74 percent increase in crime as a result of apartment developments greater than 5 buildings that was statistically significant. Sturtevant and McClain (2010) found crime levels lower in mixed use/mixed income housing. 2. Property Values. General consensus exists amongst researchers that multifamily developments have a positive or no impact on property values: Center for Housing Policy (2017), Albright, Derickson, and Massey (2013), Craw (2017), Eskic (2021), and Sturtevant and McClain (2010). 3. Flooding. See stormwater drainage section on page 9 of the staff report. STRATEGIC PLANNING ANALYSIS – APARTMENT RENTAL STUDY In the fall of 2020, the City commissioned a rental study to analyze the existing rental stock and demand for rental housing opportunities in the City. The study was finalized in April 2021. Below are key findings from the study: • McHenry Market Area could support construction of 320 new rental units annually (or a total of 1,600 units through 2025) without creating market weakness. • Demand potentials could double during any given year if supply were made available and competitive rents are maintained. • Only 22 of the 733 apartment units (excludes River Place, Path of Prairie Lakes, Villas of Patriot Estates) were unoccupied at the close of 2020, reflecting a tight vacancy factor of 3.0 percent. o 18 of the 22 vacancies are located in the 208-unit Fawn Ridge Trail Development. The study’s findings indicate a high demand for rental housing in the City of McHenry. Due to the lack of available supply, market demand may double as more units become available and rents remain stable. STAFF RECOMMENDATION & MOTION In summary, there exists a strong demand for rental housing opportunities in the City as indicated in the 2021 Apartment Rental Study. Compared to other communities in the market area, rental rates remain competitive even with an ageing apartment supply. This may indicate pent up demand due to the available supply. The petitioner is proposing to construct a 288-unit garden apartment complex east of the intersection of Blake Boulevard and N. Richmond Road. The site is located adjacent to a commercial corridor with a variety of shopping and dining destinations. The proposed development appears to be in substantial conformance with the Future Land Use Map’s recommendation for residential and commercial. Although because the development is a planned development and variations are not required for bulk and setback requirements, staff does not believe the requested deviations from the City’s parking regulations will generate any adverse impacts. The traffic impact analysis indicated little to no change in the level of service at the intersection of Blake Boulevard and N. Richmond Road. Staff believes the creation of the regional stormwater management facilities will help alleviate flooding occurring on adjacent properties. The development appears to meet the approval standards for Conditional Uses, Zoning Map Amendment, and Zoning Variations. Staff does not object to the petitioner’s request and recommends approval subject to appropriate conditions. Page 13 If the Planning & Zoning Commission agrees with staff’s assessment then three (3) separate motions are recommended: 1st MOTION: I motion to approve the petitioner’s request to allow for simultaneous review of the Preliminary and Final Plat of Subdivision and Plan. AND By making said motion I agree with staff’s assessment that the approval criteria for zoning variances have been met as outlined in the staff report. VARIANCE APPROVAL CRITERIA (§11-19-5). Comments of staff italicized below. A. Special Circumstances Not Found Elsewhere. Staff believes this is an unusual circumstance due to the IDD review standards requiring two separate hearings when only one hearing is needed. B. Circumstances Relate to the Property Only. Staff believes this is a special circumstance as a result of the development review requirements since two separate hearings are not needed. C. Not Resulting From Applicant Action. The applicant did not create the original IDD Ordinance. D. Unnecessary Hardship. Staff believes if the city enforces the ordinance that it would cause undue hardship on the applicant since it would delay the project more than what would be necessary. E. Preserves Rights Conferred By District. Staff believes this does not confer a special privilege for the subject property since any applicant would be granted relief if in a similar situation. F. Necessary For Use Of Property. Staff believes that without approval, the petitioner would be denied reasonable use and enjoyment of the property by requiring a second hearing when only one is needed. G. Not Alter Local Character. Staff believes approval of the petitioner’s request would not substantially alter essential character of the locality nor have any other adverse impacts. Any changes that may result as engineering is completed would require review and a recommendation by the Planning & Zoning Commission and approval by City Council. H. Consistent With Title And Plan. Staff believes the intent of the City’s Comprehensive Plan and Ordinances has been met, and the request is only procedural in nature and does not impact the quality of the review process. I. Minimum Variance Recommended. Staff believes the proposed variance requests are the minimum required. Page 14 2nd MOTION: I motion to approve the petitioner’s request for a Conditional Use Permit and Zoning Map Amendment to allow a planned multifamily Integrated Design District residential development, in accordance with the submitted building elevations, site plan, and landscaping plan subject to the following conditions: 1. The property owner(s) shall install a 6-foot privacy fence along the eastern property line. 2. The property owner(s) shall enact a backup Special Service Area encompassing the entirety of the Plat of Subdivision of Authentix at McHenry for the maintenance of proposed landscaping, screening, and stormwater facilities within one year of approval by City Council. 3. All development on the subject property shall be in substantial conformance with the submitted site plan, landscaping plan, and building elevations. 4. The property owner shall be required to install a secondary emergency access on the south side of the development connecting to the recreation center. This emergency access shall be approved by McHenry Police Chief. 5. All other federal, state, and local laws shall be met. AND by making said motion, I agree with the staff’s assessment as outlined in the staff report that the approval criteria for Development Review has been met. APPROVAL CRITERIA FOR DEVELOPMENT REVIEW (§11-11-5). Staff comments italicized below. A. In what respects is the proposed plan consistent with the City’s Comprehensive Plan and the stated purpose and intent of the IDD regulations? Staff believes the proposed plan is consistent with the Comprehensive Plan and the Intent of the IDD regulations. The Comprehensive Plan Future Land Use Map recommends residential on the east portion of the property and commercial on the west. The proposed residential use on the east portion of the property with private recreation facility on the west portion is in substantial conformance with the Future Land Use Map recommendation. Staff believes the intent of the IDD ordinance has been met with respect to unique architectural design features such as offsetting architectural planes, unique site topography, building clustering, and the incorporation of a recreational path surrounding the stormwater detention facility. B. To what extent does the proposed plan depart from the requirements of the City’s Zoning and Subdivision Control and Development Ordinances that are otherwise applicable to the property, including, but not limited to: density, bulk regulations and uses and the reasons why such departures are deemed to be in the public interest and/or as a result of the physical topography of the property and other circumstances unique to the property and not solely in the interest of the developer? Staff believes the proposed plan is under unique circumstances given the 20-foot topographical changes and the challenges associated with stormwater drainage. The creation of the detention facilities should help mitigate the existing stormwater drainage and flooding occurring on the properties to the east of the site which staff believes is in the Public Interest. The development does not differ in terms of the amount of dwelling units per acre compared to other apartment developments in the city. The zoning ordinance requires more parking than what is required to service the development based on staff’s analysis of adjacent communities. Additional parking would create more impervious surface which is not the intent of the Integrated Design District which desires to create less impervious surface. C. To what extent and what accommodations are made for the unique topographical and/or environmental features of the property, how are they incorporated into the overall development and design of the property and management plan for the property, while preserving and maintaining the integrity and character of those features and using them for the overall benefit of the public? The existing land use is agriculture with unique 20-foot changes in topography. The development will add a significant amount of landscaping to beautify the property. A recreational path is proposed that Page 15 will navigate throughout the site and around the proposed stormwater facilities. Staff believes the health of the residents of the development will benefit with the proposed onsite recreational facilities and path. The public will benefit since the onsite recreational facilities may decrease the use of public parks and recreation facilities. The residents to the east may also benefit from the new stormwater facilities that will help mitigate existing stormwater drainage issues. D. To what extent does the proposed plan provide adequate control for vehicular traffic and pedestrian circulation, accommodation for and protection of designated open space and further the amenities of light, air, recreation and visual enjoyment? Based off the Traffic Impact Analysis, the proposed development will have minimal impact on transportation infrastructure. Pedestrian circulation is adequately addressed with an interconnected walking path for the residents of the development. A variety of landscaping is also provided throughout the site that increases the visual enjoyment of the property for potential residents and adjacent property owners. The petitioners will be required to enact a backup special service area to fund any maintenance or replacement of landscaping, screening, and stormwater facilities should they fall into disrepair. E. Does the plan provide appropriate street connectivity and functional connection among buildings within the development, such as pedestrian connections, that promote the public interest and enhance the quality of life of persons within the development? The Subdivision Control and Development Ordinance discourages roadway connections that encourage through-traffic movement. The development is connecting to Blake Boulevard which serves as a commercial collector and is appropriate for the development. Pedestrians residing in the development will have access to an interconnected multiuse path, dog park, and recreation center. Staff believes these amenities will provide an enhanced quality of life for future occupants. F. Is there a continuity of scale amongst the buildings to promote visual enjoyment, while maintaining maximum sunlight exposure? The site plan lays out the development in a series of clusters composed of 4 buildings with the remainder bordering the around the clustered areas. Within each cluster, buildings are setback approximately 30 feet between each structure. Clustering the site layout is a recommended nonconventional design technique for the Integrated Design District. Staff believes there is an appropriate amount of spacing to provide adequate sunlight exposure. G. The relationship and compatibility of the proposed plan to the adjacent properties. There are no roadway connections proposed to the adjacent single-family homes to the east. The development incorporates canopy-canopy landscape screening and a 6-foot privacy fence is recommended as a condition of approval. Factoring in the 111-197 foot setback of the principal structures to the existing single family homes to the east, staff believes proposed development is highly compatible and protects the privacy of the adjacent single family homes. The site will be serviced by Blake Boulevard which is a commercial collector containing access to a variety of shopping and dining experiences. Staff believes the proposed multifamily development will complement the commercial properties and have a positive impact on economic growth and development in the commercial corridor. H. The desirability of the proposed plan with regard to physical development, tax base and economic well being of the City. The proposed planned multifamily development is the first new apartment complex development in McHenry since 1994. New apartment developments are needed to provide additional housing opportunities and to provide competition to incentivize rehabilitation of existing apartment complexes in the City. The 2021 Apartment Rental Study commissioned by the city indicates there were only 4 Page 16 rental units available at the time of the study. Additional apartment units are needed to provide more housing options for current and future residents. The development will also decrease the property tax burden for property owners and provide additional customers for local businesses. Overall, staff believes the proposed development is highly desirable. I. The desirability of the proposed plan with regard to the burden placed on City services and facilities in relation to the public benefits that will be realized after the development of the property, including, but not limited to: sewer, water, fire, police, schools, roads and making adequate provision for those public services. Staff had the development reviewed by HRGreen who analyzed the potential impact on our existing sanitary sewer system. Their analysis indicated that there is adequate capacity to accommodate the proposed development through a connection on Blake Boulevard. Staff believes there is adequate infrastructure and public service capacity to service the development. No objections have been raised by police, fire, schools, or road districts. J. Is the plan in conformance with existing Federal, State and other local regulations? Staff believes the proposed development is in conformance with all existing Federal, State and local regulations. 3rd MOTION: I motion to approve the Final Plat of McHenry Plaza Resubdivision subject to the following conditions: 1. A municipal utility easement shall be granted to the City of McHenry, their successors and assigns, that allows the City to install, operate, maintain, relocate, renew and remove facilities used in connection with sewers, water mains, stormwater facilities, screening structures, and landscaping that serves as screening at the owner’s expense. 2. All easement language shall be approved by the Public Works Director. 3. Any future development on Lot 2 that requires a residential screening strip shall be substantially similar to the landscaping and screening on Lot 1. Attachments: • Literature Review Summary of Key Findings • Public Comments • Receipt of publication of legal notice • Petitioner’s Application and attachments SHAW MEDIA EST. 1851 PO BOX 250 CRYSTAL LAKE IL 60039-0250 (815)459-4040 ORDER CONFIRMATION Salesperson: BARBARA BEHRENS Printed at 04/29/21 13:51 by bbehr-sm ----------------------------------------------------------------------------- Acct #: 10154 Ad #: 1881519 Status: New GOTTEMOLLER & ASSOCIATES Start: 04/30/2021 Stop: 04/30/2021 1 N VIRGINIA ST Times Ord: 1 Times Run: *** CRYSTAL LAKE IL 60014 CLEG 1.00 X 88.00 Words: 254 Total CLEG 88.00 Class: C8100 PUBLIC NOTICES Rate: LEGAL Cost: 133.42 # Affidavits: 1 Ad Descrpt: AUTHENTIX FILE Z-982 Contact: JENNIFER Descr Cont: 1881519 Phone: (815)459-5152 Given by: JOE GOTTELMOLLER Fax#: P.O. #: Email: Created: bbehr 04/29/21 13:39 Agency: Last Changed: bbehr 04/29/21 13:50 ----------------------------------------------------------------------------- URL: _________________________________ ----------------------------------------------------------------------------- Source: ______________________________ Section: _______________ Page: __ Camera Ready: N Group: LEGALS AdType: ___________ Misc: _______________________________ Color: _____________ Proof: __ _____________________ Pickup Date: __________ Ad#: _________ Delivery Instr: ______________________ Pickup Src: ____________ Changes: None __ Copy __ ________ Art __ Size __ Copy Chg Every Run __ Coupon: __ Gang Ad #: _________ Ad Copy Method: ________________________________________ Special Instr: ______________________________ ----------------------------------------------------------------------------- COMMENTS: COPIED from AD 1858387 ----------------------------------------------------------------------------- PUB ZONE EDT TP RUN DATES NW CL 97 S 04/30 WEB CL 99 S 04/30 APNW CL 97 S 04/30 ----------------------------------------------------------------------------- (CONTINUED ON NEXT PAGE) SHAW MEDIA EST. 1851 PO BOX 250 CRYSTAL LAKE IL 60039-0250 (815)459-4040 ORDER CONFIRMATION (CONTINUED) Salesperson: BARBARA BEHRENS Printed at 04/29/21 13:51 by bbehr-sm ----------------------------------------------------------------------------- Acct #: 10154 Ad #: 1881519 Status: New PUBLIC NOTICE PUBLIC HEARING NOTICE FILE Z-982 Notice is hereby given that the City of McHenry Planning and Zoning Commission will hold a Public Hearing using the Zoom Internet Conferencing Application which can be accessed through https://cityofmchenry. zoom.us/j/95506113273 or by dialing +1-312-626- 6799 (Meeting ID: 955 0611 3273) at 7:00 P.M. on May 19, 2021 to consider an application by Continental 601 Fund, LLC of W134N8675 Executive Pkwy, Menomonee Falls, WI for the following request (s), in accordance with the City of McHenry Zoning Ordinance: A Conditional Use Permit and Zoning Map Amendment for a 288-unit multifamily Integrated Design District develop- ment; Zoning Variations including, but not limited to: Off Street Parking and Loading, and Integrated Design District Review Procedures; A variation from the Subdivision Control and Development Ordinance to allow for simultaneous review of Preliminary and Final Plat of Subdivision; and approval of a Preliminary and Final Plat of Subdivision of Authentix at McHenry. The site consists of 31.6702 acres, more or less, and is located approximately 430 feet east of the intersection of N. Richmond Road (IL-31) and Blake Boulevard ("Subject Property"). PIN: 9-23-400-004, and 09-23-400-031 A copy of the application is on file and may be examined by contacting Cody Sheriff, City Planner by email at csheriff@cityofmchenry.org or by calling 1-815-363- 2181. All interested parties will be given an opportunity to be heard. Published by order of the Planning and Zoning Com- mission, City of McHenry, McHenry County, Illinois. /s/ Stacy Rockweiler Chairwoman Planning and Zoning Commission (Published in the Northwest Herald April 30, 2021) 1881519 Academic Articles on Multifamily/Subsidized Housing Impacts Key Findings Albright, Derickson, and Massey (2013) - Do Affordable Housing Projects Harm Suburban Communities? Crime, Property Values, and Taxes in Mount Laurel, NJ. • Key Findings: Opening of affordable housing development was not associated with trends in crime, property values, or taxes, and discuss management practices and design features that may have mitigated potential negative externalities. The Center for Housing Policy (2017) - Don’t Put it Here! Does Affordable Housing Cause Nearby Property Values to Decline? (Policy report that lists several literature reviews for affordable housing) • Jeff Leary’s 1999 literature review. “Examined 31 separate studies. Seven studies documented positive effects of affordable housing on property values while 19 found no effects. Negative effects were found in one study while three studies were inconclusive.” (p. 2) • North Carolina Coalition 2002 literature review. “Examined 36 studies, most dating from the mid-1990s to the early 2000s. The Vast majority found no impact on surrounding property values. Several found positive effects and only one found possible negative effects.”(p. 2) • George Galster, Wayne State University Professor, 2002 literature review. “Emerging consensus among researchers that subsidized housing of various types does not have negative effects – and sometimes has positive effects – on property values, particularly in higher value neighborhoods. However, Galster also notes that affordable housing can have a negative effect on property values when highly concentrated, particularly when located in vulnerable neighborhoods that have high poverty rates and low home values”. (p.2) • Mai Thi Nguyen of San Francisco State University, 2005 literature review. “According to her 2005 analysis, 11 studies found that affordable housing had either a neutral or positive effect on property values, five found mixed effects, and one documented negative effects.” (p 2) • Policy report later concludes that design, management, revitalization, strong neighborhoods, and concentration are important factors for practitioners to consider when working with affordable housing developments. Craw (2017) – Effects of multi-family housing on property values, crime, and code violations in Little Rock, 2000-2016. • Effects of multi-family housing are more nuanced and complex than proponents and opponents of multi-family housing, and even academic researchers, typically suppose. • Subsidized multi-family housing development does not appear to reduce property values for nearby single-family homes or that it facilitates violent or property crime. • Sales prices for single-family homes within 1000 feet of a subsidized multi-family development tend to be higher following construction of the development than before the development occurred. • Most non-subsidized forms of multi-family housing do not negatively affect nearby single-family home values, and that the effects of multi-family housing on crime differ significantly from one type of housing to the next. • Over the long-run, condominium development, market rate apartment complexes, and senior and assisted living housing appear to either have no effect or a positive effect on the sales prices of nearby single-family homes. • Results show no evidence that market rate apartment complexes of fewer than 5 buildings, subsidized housing, or dormitory housing make nearby properties more vulnerable to violent or property crime. • Sales prices for single-family homes are significantly lower following the completion of a dormitory or similar sort of multi-family housing compared to what they were before the project began. • Crime risk increased by an average of 0.28 percentage points within 1000 feet of a new condominium development, and by 0.74 percentage points within 1000 feet of a large market rate apartment complex. • Statistical results indicate that large market-rate apartment complexes do not have a statistically significant positive or negative impact on single-family home property values within a 1,000 feet of the development. (statistically significant indicates whether or not a relationship exists between two variables that is not due to random chance) Eskic (2021) - The Impact of High-Density Apartments on surrounding Single-Family Home Values in Suburban Salt Lake County. • Between 2010 and 2019, homes located within ½ mile of a newly constructed apartment building experienced a 10.0% average annual increase in median value, while the value of those farther away increased by 8.6%. • The only occurrence where negative price trends followed apartment construction was for homes near apartments built in 2010 and 2011. This resulted from the negative economic impacts brought on by the housing crash of the prior decade. • Between 2010 and 2019, homes that are located less than or equal to 0.5 miles of new apartments averaged an 8.8% higher median value per square foot compared with those farther away. However, the total median market value of single-family homes averaged 4.7% greater for those that are located more than 0.5 miles away from new apartments. • In suburban Salt Lake County overall, homes located within 1/2 mile of new apartments are approximately 270 sq. ft., or 11.1%, smaller than those farther away. Homes that are located ≤1/2 mile of new apartments are seven years older on average than those located farther away and lot sizes average 0.02 acre smaller for homes located ≤1/2 mile of new apartments. Sturtevant and McClain (2010) - Examining the Impact of Mixed Use/Mixed Income Housing Development in the Richmond Region. • Workforce Housing o Local jurisdictions should encourage more mixed income/mixed use housing developments. Having a sufficient supply of housing for the workforce is essential to the region’s future economic vitality. • Economic Impact o Mixed/income and mixed use housing developments have positive impacts on the surrounding neighborhoods, with relatively strong home price appreciation and lower crime levels. • Property Values o Home prices and assessments of nearby single-family homes were not adversely impacted by the presence of mixed income/mixed use developments. In fact, the developments had a positive impact on those single-family neighborhoods.  Chesterfield County – Home price appreciation generally was stronger in the impact areas than in the rest of the county. The assessed value of single-family homes increased by more than the county increase in two of the study sites. Because new construction was excluded from the impact area assessment data in Chesterfield County, it is possible that the assessment change is understated for the single-family neighborhoods in the impact areas.  In Hanover County, single-family home prices in the neighborhoods near the study sites were up by about as much as they were countywide, while assessment were slightly lower.  In the single-family neighborhoods near the sites in Henrico County, home price appreciation was slightly lower or about the same than the rest of the county, but the assessed value of single-family homes increased at faster rates than the rest of the county.  Finally, in the City of Richmond, price appreciation was stronger around one of the two study sites, while assessed values grew at slightly lower rates than the rest of the city. • Crime levels o Crime levels in neighborhoods near mixed income/mixed use housing developments tended to be lower compared to the rest of the county/city. From:Cody Sheriff To:mariprange@yahoo.com Cc:Ross Polerecky Subject:Blake Farms Comments Form - Reply Mary Prange Date:Friday, April 9, 2021 11:37:00 AM Attachments:image003.png Name: Mary Prange Address: 1910 Pine Dr. Phone: 8473735027 Email: mariprange@yahoo.com Comments: When is lot 2 being purchased so we know what is happening with Pine Dr.? Hi Mary, Thank you for your email. Currently there are no plans or development proposals for lot 2. A company out of Crystal Lake (Vantage McHenry Holdings LLC) owns the property and is selling Lot 1 to Continental. Both Lot 1 and Lot 2 have been zoned C-5 Highway Commercial District since they were annexed to the City in 1995. Discussions with the property owner have indicated they may request to rezone Lot 2 from C-5 Highway Commercial to RM-2 High Density Multifamily District if they are unable to locate a commercial developer. I’ve provided a link below to the City’s table of permitted and conditional uses by zoning district if you are interested in finding out what’s allowed to go into C-5 Highway Commercial District and other zoning districts. P= permitted by right, C = permitted by Conditional Use Permit, Blank = not allowed. Table of Permitted and Conditional Uses By Zoning District: https://cityofmchenry.org/vertical/Sites/%7B32BA702A-197A-429A-BC8D- 0F4D5E307CAD%7D/uploads/LIST-Table_of_Permitted_Use_2020.pdf Future Connections: There are no connections proposed for Birch or Pine. The City of McHenry Subdivision Control and Development Ordinances discourages design that would encourage through traffic movements (through local subdivision roads). If a development were to be proposed on Lot 2, staff would not support a roadway connection unless required by police/fire for a gated emergency access. Please let me know if you have any questions. Sincerely, Cody Sheriff City Planner City of McHenry csheriff@cityofmchenry.org O: 815-363-2181 M: 815-353-1033 From:Cody Sheriff To:sahrens1@gmail.com Cc:Ross Polerecky Subject:Blake Farms Comments Form - Reply Date:Friday, April 9, 2021 2:29:00 PM Attachments:image003.png Name: Sean Ahrens Address: 3112 Taylor ct Phone: 847.461.9359 Email: sahrens1@gmail.com Comments: What steps will you take to ensure there is no crime? How many homes are being subsidized or will have reduced rent? Could the apartment be have converted into section 8? Hi Sean, Please see below responses to your questions. What steps will you take to ensure there is no crime? I’m not sure how to answer this question. Can you please clarify? How many homes are being subsidized or will have reduced rent? The developer has expressed their company has no interest in pursuing any government subsidies or reduced rent programs. The developer has explained their company is continuing to develop a national brand (i.e. staying in one of their communities in Illinois should be the same experience in Arizona). They have not pursued section 8 funding in any of their developments unless required by law. Could the apartment be have converted into section 8? Any single-family home, townhome, condominium, or apartment in McHenry can theoretically receive section 8 funding. The developer has indicated they do not use the section 8 program unless they are required by state law. The State of Illinois Affordable Housing Planning and Appeal Act requires ‘nonexempt’ municipalities to require a certain percentage of dwelling units to be set aside for affordable housing in residential developments. The City of McHenry is an exempt community and we do not require affordable housing units in residential developments. Please let me know if you have any more questions. Sincerely, Cody Sheriff City Planner City of McHenry csheriff@cityofmchenry.org O: 815-363-2181 M: 815-353-1033 From:No Reply To:Cody Sheriff; Ross Polerecky Subject:Blake Farms Comments Form Date:Tuesday, April 6, 2021 7:41:17 PM Attachments:Continental Properties - Blake Farms Proposed Deve.pdf A Blakes Farm comment form has been submitted by Rory Mattioli,susan. The form should be attached with the following information: Name: Rory Mattioli,susan Address: 3116 almond ln Phone: 8157904542 Email: rsmattioli@comcast.net Comments: please do not support,this is not the right spot for this type of development. THTANK YOU From:Kristine Reinhard To:Benjamin Lang Cc:Ross Polerecky; Cody Sheriff; Wayne Jett; DVSavini@cbs.com; Lisa.Parker@nbcuni.com; ITeam@abc.com; Investigates@wgntv.com; slounsberry@shawmedia.com; Sue Miller; Patrick Devine; Andy Glab; Vic Santi; Ryan Harding; Keith Varkalis; vctile@ymail.com Subject:Formal Authentic Proposal Date:Sunday, April 25, 2021 12:07:14 PM Mr. Ben Lang and Company, Our group has had the opportunity to review the “Formal" Authentix proposal to the city of McHenry. Since it has been on the city website, I am sure you will be happy to note that there is even more opposition to the proposal and it now expands beyond the residents of the Oaks (great news for us!). Your smoke and mirror cheap car salesman pitch has not changed much. I cannot believe that you are attempting to rely on financial data that 1. Is not even specific to the city of McHenry 2. Is from 2005 and 2006 respectively. LOL. You do remember it is 2021 right? On what planet is that ok? Your attempt to slide irrelevant and inapplicable information by us to support your proposal borders on downright misrepresentation and fraud! There is something to be said about consistency though – your credibility remains in the toilet. In addition, all of the “survey" and “research” documents that address traffic, flooding, drainage, engineering, etc.… are completed by companies that are on your payroll – V3, Giles, ect… Unacceptable. We are demanding that independent studies be completed by Independent firms and will not rest until that is accomplished. I am not even going to address the ridiculousness of the traffic study – one day – in the middle of the week (Wednesday) on March 10, 2021? LOLOLOLOL…. Nice try. Again unacceptable. Incidentally, I tried to validate your claim that you were voted one of the Top 10 Div III management companies by Multifamily Executive. I reviewed the May/June and July August 2019 editions and I could not locate it anywhere. Again, I reiterate you know this is 2021 right? Would love to know how you did in 2020 and if you did rank in the Top 10 for 2020 were you too lazy to update the proposal and supporting documents. Not very professional. There is a huge concern based upon your proposal that you are less than a reputable company and are trying to take advantage of our community. I feel sorry for the Mayor and the Planning and Zoning guys – yes they should do their homework like we have – but these are people who are trying to do what is best for the city. Last week there was a proposal from a local businessman Steven Schwartz who was presenting his plan to convert the old Stock and Field into a storage facility. You need to take lessons from him!!!!! He had a solid presentation supported with – wait – get this – current data! He had already done his homework and knew what McHenry expected. He was prepared and answered every question in a detailed, professional, articulate, and honest manner. His presentation included a top of the line renovation with stone, brick, attractive landscaping, in keeping with the rest of the aesthetic and current quality we expect in McHenry (and code). Most importantly, he did not ask to not pay ANYTHING. In fact, his proposal came with an incentive for McHenry – to attract other small business by reinvigorating the space while doing everything by the book and not cutting cheap corners to make a buck. We reiterate, we do not want this 288-unit project in our neighborhood. We will continue to fight and work with the city to make sure they understand it does not belong here. Why anyone would want to cram 288 apartments, not provide enough parking (Continental is requesting the city reduce the parking requirement), reduce the space in which these people will live (like cattle - another Continental variance request) with no green space, the list goes on…is inhumane in and of itself. This project is not consistent with the quality of life that McHenry provides and is known for. Based upon your continued attempts to be less than professional and completely untrustworthy, we have reached out to all of the local news channels (CBS, NBC, ABC and WGN) and their investigative departments to look into this matter and the practices outlined above. Maybe you can sell it to them. While you are at it you can also tell them that the McHenry Metra train is an excellent and convenient mode of transportation! Stay tuned. P.S. I also recommend you watch the last 4 City of McHenry council meetings on YouTube. Don’t rely on the minutes, the City Clerk has had some trouble accurately recapping the discussions. Thank you for your time. Continental Properties - Blake Farms Proposal Information - Click Here! Hi Stephanie, I received your list of questions and I’ll try to answer them to the best of my knowledge (shown in red). It took me a while to put all the information together so please let me know if I missed anything or maybe misunderstood what was being asked. Comments: What are the plans for lot 2? Currently there are no plans or development proposals for lot 2. A company out of Crystal Lake (Vantage McHenry Holdings LLC) owns the property and is selling Lot 1 to Continental. Both Lot 1 and Lot 2 have been zoned C-5 Highway Commercial District since they were annexed to the City in 1995. Discussions with the property owner have indicated they may request to rezone the property to RM-2 High Density Multifamily District if they are unable to locate a commercial developer interested in Lot 2. I’ve provided a link below to the City’s table of permitted and conditional uses by zoning district if you are interested in finding out what’s allowed to go into C-5 Highway Commercial District and other zoning districts. P= permitted by right, C = permitted by Conditional Use Permit, Blank = not allowed Table of Permitted and Conditional Uses By Zoning District: https://cityofmchenry.org/vertical/Sites/%7B32BA702A-197A-429A-BC8D- 0F4D5E307CAD%7D/uploads/LIST-Table_of_Permitted_Use_2020.pdf Why was that part of the land not a part of the original plan? Staff was informed that Continental Properties has a company policy that does not allow for more than 288-units to be proposed at one time. They currently are not interested in purchasing the property due to their size limitations. Would Birch and Pine be used for through traffic? There are no connections proposed for Birch and Pine. The City of McHenry Subdivision Control and Development Ordinances discourages design that would encourage through traffic movements (through local subdivision roads). If a development were to be proposed on Lot 2, staff would not support a roadway connection unless required by police/fire for a gated emergency access. Why doesn't the developer know anything about his management company? I’m not sure how to answer this question. To the best of my knowledge, the developer has answered or attempted to answer all questions that have been asked. The developer did follow up on the unanswered questions (see link to Q/A Sheet). If you have any additional questions or would like clarification please notify staff by submitting a comment or question below. You may also contact me directly at 815-363-2181. Submit Comment/Question Here: https://cityofmchenry.org/blakefarmsdev (Additional links on next page) List of Questions/Answers from Town Hall Virtual Meeting: https://cityofmchenry.org/vertical/sites/%7B32BA702A-197A-429A-BC8D- 0F4D5E307CAD%7D/uploads/Z_Neighborhood_Meeting_Summary_Summary_of_Online_To wnhall_Meeting_(1).pdf Who is able to qualify to rent these apartments? What criminal history is permitted for a renter to still qualify to rent? If there are vacant units, would a sex offender be permitted to rent? Would an applicant be considered who had committed a violent crime with vacant units sitting? The developer has indicated to staff that all residents must pass a criminal background check. Individuals convicted of violent crimes or are registered sex offenders are disqualified from renting in a Continental Community. The developer has provided their residential screening qualifications sheet. I asked the developer if they would change this policy if they had trouble filling vacant units and was told that they haven’t had any issues meeting their target stabilization rate (approximately 93% occupancy within 9 to 12 months is their standard). It is my understanding that their goal as a company is that if someone lived in one of their communities in Illinois, they should have the same experience at one of their communities in Arizona. Residential Background Screening Continental Properties: https://cityofmchenry.org/vertical/sites/%7B32BA702A-197A-429A-BC8D- 0F4D5E307CAD%7D/uploads/_Resident_Criteria_Continental_3x(RealPage_100000)_revised_ 12-20-2017.pdf What happens when there is overflow of illegal parking on our neighborhood streets? The City of McHenry Police Department would issue fines. Linked below is our parking regulations: 7-4-4: NO PARKING TWO O’CLOCK A.M. TO SIX O’CLOCK A.M.: To make possible the cleaning of streets and removal of snow and ice, it shall be unlawful for the operator of any motor vehicle to park such motor vehicle between the hours of two o’clock (2:00) A.M. to six o’clock (6:00) A.M. in any of the following locations, except as regulated in section 7-4-5 of this chapter: • The paved portion of any roadway. • Any City owned or controlled park and parking lots, whether paved or unpaved. (Ord. 17-1157, 11-20-2017) Are 1.4 parking spaces per unit an actuality? I wasn’t able to determine how the 1.4 parking spaces per unit referenced above was calculated. My calculations indicate that there are approximately 2.02 parking spaces per unit (583 spaces/288 units; see below). This is not far off from what our ordinance requires. However, it is also worth noting our parking ordinance requirements for multifamily in comparison to other municipalities is on the very high end. If you plugged in the number of units of this development in Woodstock and Crystal Lake’s Parking Ordinance, McHenry is significantly higher (see second table). This is something the City is looking at changing in the near future. The City may do this by either reducing the ratio or do what is called ‘land banking’ where a percentage of the required parking is set aside until a need to provide additional parking is established. This would also have the added benefit of preserving additional green space. Proposed Site Plan Parking: PARKING SUMMARY REQUIRED SPACES (PER 288 UNITS) STANDARD SPACES = 596 ACCESSIBLE SPACES = 12 TOTAL SPACES = 608 PROPOSED SPACES STANDARD SPACES = 514 ACCESSIBLE SPACES = 21 TOTAL SPACES = 535 GARAGE SPACES = 48 TOTAL SPACES PROVIDED = 583 Comparison of Municipalities (does not include visitor parking) City of McHenry Woodstock Crystal Lake Bedrooms # of units Req' parking Total Req'd parking Total Req'd Parking Total eff 32 1.5 48 1.1 35.2 1 32 1 112 2 224 1.1 123.2 1.5 168 2 112 2.33 260.96 1.75 196 2 224 3 32 2.33 74.56 2 64 2 64 Total Required Parking 607.52 418.4 488 Where would the guest parking be for these tenants out would that not be offered? I called the developer and he confirmed that guest parking is situated in the recreation center parking lot. If parking becomes an issue for residents residing in the development, Continental adapts its parking policy by requiring parking stickers/tags. What will happen with parking overflow? The City would not allow overflow parking within the right-of-way. All parking must be located on the subject property. Any violation of our ordinance requirements may result in fines/penalties from the police department. How would the emergency entrance be of any use with a code to get in? The specifications of a gated emergency access would be at the guidance of the City Police Department & Fire District. Conversations with the developer have indicated they used a knox box system for Crystal Lake and the City of McHenry may do the same for this development if required. What happens when that gate malfunctions? Will the gate leading to Almond then remain open if it malfunctions? Although there currently is no emergency access proposed, this may be subject to change as it makes its way through the public hearing process. However, if a gate were to be added back at the request of first responders and it malfunctions, the City would require the property owner to fix the gate within a reasonable timeframe and provide a temporary solution to prevent use by non-authorized vehicles. Who handles phone calls from complaints in our neighborhood when these apartments cause these issues in our neighborhood? Would that be the management company or the city? All code enforcement violations with our building code and zoning ordinance would be handled through the Community Development Department with our Code Enforcement Officer (815) 363-2170. Parking violations and excessive noise after hours would be the police non-emergency line (815- 363-2200). Why would the city of Mchenry permit a management company to join our community with some of the worst reviews on the internet? The City of McHenry cannot legally stop anyone from going through the Public Hearing Process. It is a protected right under the Due Process clause of the United States Constitution. All decision making must follow legally established approval criteria – see below link for Integrated Design District approval standards in §11-11-5 of the Zoning Ordinance. Approval Standards for Integrated Design District (§11-11-5): https://codelibrary.amlegal.com/codes/mchenryil/latest/mchenry_il/0-0-0-26644 Why would the city of Mchenry permit a developer to propose a plan without knowing how his partnered management company operates? The City of McHenry cannot legally stop a developer from going through the Integrated Design District Review Process if they met the City’s submittal requirements based on our ordinance. Once a developer has met the submittal requirements for conceptual plan review, we are legally obligated to schedule a public meeting. To staff’s knowledge, the developer was able to answer most questions regarding onsite management operations. There were a few specific questions related to background screening the development coordinator was unable to answer; however, he did compile a list of questions/answers from the meeting and included them in the submittal (see below). If there are any additional questions please notify staff by using the link below. Submit Comment/Question Here: https://cityofmchenry.org/blakefarmsdev Review Procedures Integrated Design District (§11-11-4): https://codelibrary.amlegal.com/codes/mchenryil/latest/mchenry_il/0-0-0-26595 Q/A Response Continental Properties Town Hall Meeting: https://cityofmchenry.org/vertical/sites/%7B32BA702A-197A-429A-BC8D- 0F4D5E307CAD%7D/uploads/Z_Neighborhood_Meeting_Summary_Summary_of_Online_To wnhall_Meeting_(1).pdf What would be the plan for these buildings after 10, 15, or 20 years when this poorly reviewed management company sells the property and the buildings are deteriorated and ill-maintained? The City of McHenry has adopted the 2015 International Property Maintenance Code and 2015 International Building Code. Any structural deterioration would be required to be repaired within a reasonable time frame. This code applies to all properties in the City of McHenry. Conditions of approval for the development may also include provisions regarding maintenance and upkeep as the development proceeds through the review process. Why are none of the aldermen or the mayor concerned about any of the answers to these questions? I’m not sure how to answer this question. One issue which may impact the response of elected officials in a public meeting is compliance with the Open Meetings Act. Once the development reaches City Council for a final vote, then elected officials may openly discuss the development in a public meeting. However, until that time, City Council may not discuss the development in a meeting where quorum is present without the item being on the agenda (requires 48-hours notice). All of our aldermen and women can be reached on the front page of our website (linked below). Contact City Council: https://lf.cityofmchenry.org/Forms/ContactCouncil How is it feasible for a fully occupied 288 units have one exit and entrance? I did a brief survey in McHenry and found that the proposed one exit/entrance is similar to other existing apartment developments. Although not an exhaustive list, I’ve screen clipped some of them below. Additionally, the developer has submitted a traffic impact study that is currently in review by the City’s consultant engineer. This is from the Springs development approved in Crystal Lake. All traffic feeds into Center Park Drive. Gated emergency access to the north with one way entry/exit onto Center Park Drive in South. All cars enter in the south and exit in the north to and from Front Street. All cars enter/exit onto Shamrock Lane. There are multiple apartment developments here that enter and exit onto Oak and Kane Avenue with no cross access between the two apartment developments. Also another example of a one way exit and entrance on Mill Street. I require answers to every single question, in full detail. Thank you. I hope I answered all of your questions. If you would like to speak over the phone please do not hesitate to call me direct at 815-363-2181. Sincerely, Cody Sheriff City Planner From:Cody Sheriff To:Ross Polerecky Subject:Fwd: Blake Farms Comment Form - Response to Questions Date:Thursday, April 8, 2021 1:04:11 PM Attachments:image003.png Sent from my iPhone Begin forwarded message: From: Stephanie Norberte <snorberte416@gmail.com> Date: April 8, 2021 at 12:40:54 PM CDT To: Cody Sheriff <csheriff@cityofmchenry.org> Subject: Re: Blake Farms Comment Form - Response to Questions Yes, The parking proposal is 514 usable parking spaces. The rest are handicap, I presume. Which means they are proposing 1.7 parking spaces per unit, which if you know math, is less than 2 spaces per unit. This cannot and should not happen because it is unrealistic in our suburbs. How many spaces are given in the guest parking section? Because obviously before people start breaking the rules and parking in my neighborhood, they will park there first. Your answers are appreciated, but they don't have any realistic solution to the problems my questions address. Your answer regarding allowing criminals or sex offenders didn't answer the question. My question was will they allow criminals and sex offenders? Your answer to the question was "the developer predicts occupancy will be similar to other properties". That is not a direct answer and I expect YOU as a city official to demand a specific response to that question. So let me rephrase- If occupancy is less than 80% will the management company permit anyone who had committed a violent crime or committed a sex offense to live in these units? If occupancy is less than 70% will the management company permit anyone who had committed a violent crime or committed a sex offense to live in these units? If occupancy is less than 60% will the management company permit anyone who had committed a violent crime or committed a sex offense to live in these units? If occupancy is less than 50% will the management company permit anyone who had committed a violent crime or committed a sex offense to live in these units? Each question I want a specific answer for and I do not want an answer that says "the developer predicts etc..." I want yes answers and no answers. Thank you for your time and please keep demanding reasonable answers from this developer that make sense to existing Mchenry residents. The traffic study that you have on the site is years old too, it's just not realistic to think the traffic light on Blake is the same as any of those other developments. I hate to be like this, but I have to really try to appeal to you, I just cannot see this working out without lots of problems. Also apologies for the long email, I work in a retail setting with no good time to talk on the phone. You have a blessed day! On Thu, Apr 8, 2021, 11:20 AM Cody Sheriff <csheriff@cityofmchenry.org> wrote: Hi Stephanie, I received your comment form please see attached detailed responses. Please let me know if you have any questions or if there is further clarification needed. Sincerely, Cody Sheriff City Planner City of McHenry csheriff@cityofmchenry.org O: 815-363-2181 M: 815-353-1033 City Council Contact Form Date Council Members Name Email Phone Number Address Issue 3/5/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Kim Hauber kimberlyhauber@yahoo.com 8478408148 Please state your comment or concern: I recently read that Mr. Jett believes that it would be a good idea if an apartment building is built behind Kohl’s. I plea with you to NOT stand behind this. First of all, and most importantly, McHenry schools are already at full capacity. This developer is putting a pool within the community which typically attracts people with kids. Our school system can’t handle 200-400 more kids potentially enrolled. It’s great that Mr Jett wants to bring business here, but what about a commercial establishment. If he is set on an apartment complex, I ask that he find a retirement community to build instead. HOWEVER, if we do that, I believe our firefighters and EMS deserve a decent pay hike. Apartment complexes also may attract more sex offenders and or criminals also. We don’t need more of those. If that area is going to be developed, please attract a single family home builder or even better a commercial building (assuming it can be zoned for that). Thank you, Kim City Council Contact Form Date Council Members Name Email Phone Number Address 3/2/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Michelle Kellmann 27mica@gmail.com 8153448088 1735 Redwood Ln. Issue Please state your comment or concern: I am AGAINST the Continental SECTION 8 LOW INCOME HOUSING proposal near the Oaks of McHenry! I allow my children to ride their bikes in the "circle" (Hazelwood / Almond) because it is a safe area. My oldest son watches out for his younger brother who has a disability and rides a special trike bike when they ride bikes at the circle. It is a nice safe area, and this allows my youngest to feel some independence. If the proposal happens, then it would no longer be a safe area for neighborhood kids to ride their bikes or just play in general. My other MAJOR concern is crime. In 2018, my home was broken into while we were sleeping and my purse and a few other small electronics were stolen. This caused a lot of trauma for me and has taken me a while to recover from mentally. The man that broke in was caught, but served very little jail time which is sickening since he was a repeat offender and hit several homes that summer. He was staying in some shotty appartments over by the Walmart. Adding these section 8 trashy dwellings will just encourage more trash to inhabit McHenry. Also, I do not want my property values to go down! Why do we have to pay taxes and this dwelling gets very minimal and a bunch of tax cuts!?! I am so sick of all the free handouts happening I could throw-up! I got an education (and the debt that goes with it) and work hard so I can have the things I have and live in a nice home. I feel we are one of the nicer areas of McHenry, and those who live in the circle and on Redwood take good care of their homes and yards. Why can't they change the type of proposed dwelling to either townhomes (like the ones on the southside of McCullom Lake Rd) or other single family homes and expand our neighborhood with QUALITY homes? Why propose this trashy low income housing near one of the better neighborhoods? I don't want this trash to be added to McHenry! It's bad enough the stores are all vacant now and McHenry is filled with several mattress stores?!?! How often are people buying mattresses anyway? We need to start adding QUALITY businesses to McHenry so people with higher values will inhabit the area! Let's focus on filling up the vacant business spaces (or tear it down because it looks ugly and outdated anyway). Last summer people were trashing the parking lot where the new Covid vaccination building is. More work needs to be done in cleaning up McHenry so quality business will WANT to be here. You all did a nice job revitalizing the downtown area, so now lets focus on reviving all the vacant stores on Richmond Road so people will want to come to McHenry and home values will increase. City Council Contact Form Date Council Members Name Email Phone Number Address Issue 2/27/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Bruce morris Brucemorris862@gmail.com 8153451803 3104 Almond Lane Please state your comment or concern: I strongly disagree with the proposed SECTION 8 development behind Aldi. I believe any properties abutting said development will decrease in value while the property taxes will increase. Traffic directed through to Almond lane will create a public safety issue for all families. Developers should be required to pay appropriate impact fees and, especially, taxes. 288 renters are likely not going to be paying property taxes which will put the burden on home owners. Who owns, or owned, the property? This whole thing has a bad smell. Whoever approves this will lose my vote. We need affordable homes with reasonable taxes. From:Cody Sheriff To:"greg.mate@yahoo.com" Subject:RE: Blake Farms apartments Date:Tuesday, March 9, 2021 1:58:00 PM Attachments:image002.png image003.png Perfectly fine, I can forward this to the Aldermen? Otherwise, I’m the primary staff liaison to the Planning & Zoning Commission. They are the recommending body that makes a recommendation to City Council. Cody Sheriff City Planner City of McHenry csheriff@cityofmchenry.org O: 815-363-2181 M: 815-353-1033 From: greg.mate@yahoo.com <greg.mate@yahoo.com> Sent: Tuesday, March 9, 2021 1:57 PM To: Cody Sheriff <csheriff@cityofmchenry.org> Subject: Re: Blake Farms apartments Hi Cody, Thanks for your reply. I also have contact info for the aldermen, so I can take care of contacting them. If receiving input from residents is outside the scope of your job, please disregard my original e-mail. Greg On Tuesday, March 9, 2021, 01:49:08 PM CST, Cody Sheriff <csheriff@cityofmchenry.org> wrote: Hi Greg, Who should I direct your message to? Thank you, Cody Sheriff City Planner City of McHenry csheriff@cityofmchenry.org O: 815-363-2181 M: 815-353-1033 From: greg.mate@yahoo.com <greg.mate@yahoo.com> Sent: Tuesday, March 9, 2021 12:11 PM To: jeffscha4@gmail.com; chad@floresmihevc.com; Cody Sheriff <csheriff@cityofmchenry.org>; reelectvicsanti@gmail.com Subject: Blake Farms apartments As a resident of the Oaks subdivision, I would like to express my objection to the Blake Farms multifamily proposal. In discussing with neighbors, there are concerns over parking, flooding issues and traffic. As for parking, residents currently aren't allowed to park overnight on the street. This would be disappointing if the rules were changed for a new apartment complex. Greg Mate 815-451-8618 City Council Contact Form Date Council Members Name Email Phone Number Address Issue 2/21/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Kristine Reinhard Reinhardfamily@comcast.net 847-323-2912 3304 Almond Lane, McHenry, IL Please state your comment or concern: All, Thank you so much to those I have heard from regarding the Blake Farm proposal. It has been almost 4 weeks since the Council meeting and we have not been contacted yet regarding a Town Hall meeting. So I thought I would provide an update regarding what the Almond Lane residents are planning. We will be reaching out to all of the businesses along the Blake Road corridor. As you all know the traffic pattern through there is already a mess. Especially on the weekends which deters many (not just McHenry residents) from patronage at those businesses - imagine what this project will do...Also we are having signs made up (50 to start) to gather additional support in opposition of the project. We are also gathering signatures for petitions which we will submit or at least provide an update on when the Town Hall meeting is scheduled (which we hope is soon!). Respectfully, Kristine Reinhard City Council Contact Form Date Council Members Name Email Phone Number Address Issue 3/8/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Kristine Reinhard reinhardfamily@comcast.net 847-323-2912 3304 Almond Lane, McHenry, IL Please state your comment or concern: Good Afternoon All, I am not sure how many of you attended the “Town Hall” with Continental Properties. If you did, you should be as angry and insulted as the Oaks community is. In fact some of you should be downright embarrassed for speaking out in favor of the proposal after that call. Continental Properties credibility is completely shot. Now the rest of us are wondering which of you (especially the Mayor) is not to be trusted. For those of you on the call, you heard Mr. Lang say quite convincingly that he had no idea who bought the property, who the owner was and that there was NO involvement with the sale and/or discussions with the Company or owner of the property - complete denial of any knowledge. Which was short lived when he was called out by a resident (LOL!!!!!) who identified the company (Milton Properties) and informed us that the owner Nate Wynsma was ON THE CALL. How stupid can you be (referring to Mr. Lang and Continental Properties here). Do you realize all of your reputations are on the line? How embarrassing for Continental Properties and shame on those of you who blindly provided support in favor of the proposal. How is it that our community (normal lay people) had so many questions and information contrary to what Mr. Lang presented and NONE of you (Mr. Mayor, Ms. Miller, Mr. Harding, Mr. Santi, Ross Polerecky, Cody Sheriff to name a few) had any of those questions prior to or after their proposal on Feb 1? For some of you it is your job and the rest of you it sounds like just plain laziness. Cody Sherrif stated that he and the city have been in discussions with Continental since September and not one of you looked at the proposal close enough to see all of the deficiences? Hopefully the Town Hall was a wake up call for you. The presentation and questions asked (mostly not answered) made you look incompetent. I also want to speak the alleged data Mr. Lang spouted on about including but not limited to: The MIT and Harvard data that shows our McHenry property values would not be affected by this project and in fact might bolster the property values. Can’t wait to see that data. Still waiting. Perhaps you all can get those studies from them if it is not to much to ask. Speaking of property values, not sure if all of you had the opportunity to see the Mayors meltdown on Facebook. Apparently he thinks shaming aldermen and private citizens who don’t agree with him or ask questions that he cannot or won’t provide an answers to is acceptable. He had a major tantrum which ended with he did not know why he took the job. Then deleted it all and blocked those who asked questions about property values. Still no answer…A copy of the complete Facebook exchange is available to those who would like to see it and is being included in the open letter to the Mayor to be published in the Northwest Herald - and any other news media we can get our hands on. If Ben has not shared a copy with you, I did provide him with copies of their reviews which are contrary to his company’s proclaimed reputation. All from reputable sources INDEED.com, glassdoor.com and the Better Business Bureau - not to mention the comments from personal knowledge. Please note the “gate” was fixed the next day. Took 5 months and a Town Hall call…. Does it not make you all scratch your head that a property that was listed for $3.5 million sold for $350,000.00? Did any of you ask any questions about this? I know we are concerned. Might not hurt to have the IRS, Federal Goverment and US Attorney Office look into that. I would have bought that property for $350K - heck $500K…AND I would have it developed the way it was originally intended as single family homes consistent with the community and city plan. And guess what Mr. Mayor - you would have had solid tax payers and a happy and harmonious community! You are welcome to pass that on to the owner of the property that you don’t know - his name is Nate Wynsma. Parking - Really - none of you did the math? Flooding - The city records say it all… Still waiting on factual data to support why Continental should not pay school impact fees and all costs associated with sewer and water. These issues are just the tip of the iceberg. Mr. Mayor, your childish behavior and lack of common sense and decency when dealing with and responding to the citizens of this community have not gone unnoticed. You cannot bully the city council or the citizens of McHenry. Your financial sense also leaves a lot to be desired. Why anyone would want an apartment complex which will generate next to no money for the city and is a transient population versus single family owner occupied homes (note homes in this area sell in less than a week and sometimes in 24 hours) in large demand with potential for more tax payers is suspect. You better believe Mr. Mayor - all eyes are on you. Thank you for your time. From:Kristine Reinhard To:Benjamin Lang Cc:Cody Sheriff Subject:Blake Farm Proposal/Autentix Date:Friday, March 5, 2021 5:51:37 PM Attachments:image.png image.png image.png image.png image.png image.png Hi Ben, I have enclosed copies of some of the reviews I referenced in the meeting on Wednesday. I am so glad you had the town hall. It revealed some interesting information. First and foremost that your credibility is SHOT and the same for the boobs at the city of McHenry - Cody Sheriff and Ross Polerecky. May I remind you: Question - Who owns the property? Ben I don’t know anything about that. That’s OK Ben and Company - because we do. You flat out lied. Smart move! Statement - Almond Lane is needed for “life safety purposes”. Again WRONG answer. The correct answer was provided by a resident whose occupation is this exact thing. There are better options and you just chose to try and bamboozle all of us including the Mayor and City Council - of course for all I know they were informed and just thought we would never know the difference. Statement - Our Company and employees are 5 star and we won an award in 2019?, blah, blah, blah. Wrong answer. Reviews of your company on professional and credible websites AND 1st hand knowledge of your “projects” say otherwise. Statement - According to MIT and Harvard studies our “projects” will raise your property taxes. Love the nondescript graph that went with that. Who are you kidding? Question - What are you going to do about parking? According to our studies we only need 1.9/1.3 spaces. The math given the amount of units doesn’t even match up with what you have allocated. Duh? BTW - I might be able to take you place in your next town hall or presentation because I have memorized the answer you provide to more than 75% of your questions “Thank you for your question. I am not qualified to answer that. I will take it back to staff.” How’s that - pretty good huh? I can go on and on but I am sure you get the picture. The fact that Cody Sheriff and Ross Polerecky even let you get this far (because they clearly did not either look at what you are proposing or are just plain incompetent) is unbelievable. You and your company have insulted the intelligence of this community. The good news is that you single handedly managed to make us all more irritated and steadfast in fighting this project. Thank you for that. Oh yeah - that gutless wonder that was in the room with you and yelled out that the pedophile question was “ridiculous” and then scurried out of the room and left you hanging - it was a question in response to a “ridiculous” proposal. Thank you for your time. I City Council Contact Form Date Council Members Name Email Phone Number Address Issue 3/3/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller David Schwanebeck dschwans@me.com 8158616129 2102 Hazelwood Drive Please state your comment or concern: Not happy with the proposal of apartments by Continental properties. There are many concerns. Including property values, traffic through neighborhood, flooding, crime, the development not paying its share into the community, and development asking for 52% reduction for the sewer and water. I’m not sure who al involved with mchenry government thought this project was a good idea but they should resign today. That land should be developed into more homes or town homes. Something that brings value. Thank you for your time. If you would like to discuss this further you can email me or call 815-861-6129. City Council Contact Form Date Council Members Name Email Phone Number Address Issue 3/6/2021 Please select at least one Council member Mayor - Wayne Jett Ward 1 - Victor Santi Ward 2 - Andrew Glab Ward 3 - Jeffrey Schaefer Ward 4 - Ryan Harding Ward 5 - Chad Mihevc Ward 6 - Patrick Devine Ward 7 - Sue Miller Cheri thomas cheriann66@hotmail.com Please state your comment or concern: I watched the zoom meeting regarding the Continental apartment complex proposal. I don’t have Facebook but someone showed me the post you wrote the following day and addressed a few of the comments. What you did not do though is address any concerns of ours or answer why the open spaces in and around your area at Legend Lakes is not an option for this project. FORM A Page 1 of 3 File Number PUBLIC HEARING APPLICATION Planning and Zoning Commission City of McHenry 333 South Green Street  McHenry, IL 60050  Tel: (815) 363-2170  Fax: (815) 363-2173 1. Name of Applicant Tel Address Fax 2. Name of Property Owner Tel (If other than Applicant) Address Fax 3. Name of Engineer Tel (If represented) Address Fax 4. Name of Attorney Tel (If represented) Address Fax 5. Common Address or Location of Property 6. Requested Action(s) (check all that apply) Zoning Map Amendment (Rezoning) Zoning Variance - Minor Conditional Use Permit Zoning Text Amendment Zoning Variance Other Provide a brief description of the Requested Action(s). For example, the operation that requires a Conditional Use Permit, the specific Zoning Variance needed, or the new zoning classification that is requested: FORM A Continental 601 Fund, LLC 262-532-9452 W134N8675 Executive Pkwy, Menomonee Falls, WI Vantage McHenry Holdings, LLC.847-899-4663 25 South Walkup Ave. Crystal Lake, IL ATTN: Nate Wynsma V3 Companies, Ltd. Gottemoller & Associates x x x 7325 Janes Avenue Woodridge, IL 630-724-9200 815-459-5152 1 N Virginia St. Crystal Lake, IL 60014 East end of Blake Boulevard, also known as portions of PINs: 09-23-400-004; 031 Continental 601 Fund, LLC is requesting a rezoning/conditional use permit pursuant to an Integrated Design District designation. Continental is also requesting variances for a parking reduction, community signage, and minimum floor space area. FORM A Page 2 of 3 7. Current Use of Property 8. Current Zoning Classification of Property, Including Variances or Conditional Uses 9. Current Zoning Classification and Land Use of Adjoining Properties North: South: East: West: 10. Required Attachments (check all items submitted) Please refer to the Public Hearing Requirements Checklist to determine the required attachments. 1. Application Fee (amount) $ 2. Narrative Description of Request 3. FORM A – Public Hearing Application 4. FORM B – Zoning Map Amendment (Rezoning) Application 5. FORM C – Conditional Use Application 6. FORM D – Zoning Variance Application 7. FORM E – Use Variance Application 8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an Affidavit 9. Plat of Survey with Legal Description 10. List of Owners of all Adjoining Properties 11. Public Hearing Notice 12. Sign (Provided by the City, to be posted by the Applicant) 13. Site Plan 14. Landscape Plan 15. Architectural Rendering of Building Elevations 16. Performance Standards Certification 17. Traffic Analysis 18. School Impact Analysis x x x x x x x x x x x 11. and 12. to be completed upon confirmation of hearing date x x x x x Vacant - Agricultural C-5 Highway Commercial Estate (IDOT ROW) C-3 Community Commercial/RS-2 Medium Density Single-Family Residential RS-2 Medium Density Single-Family Residential C-5 Highway Commercial 1,900.00 FORM A Page 3 of 3 11. Disclosure of Interest The party signing the application shall be considered the Applicant. The Applicant must be the owner or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject property or his or her agent or nominee. Applicant is Not Owner If the Applicant is not the owner of record of the subject property, the application shall disclose the legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has the authority from the owners(s) to make the application. Applicant or Owner is Corporation or Partnership If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a corporation or partnership, the application shall disclose the name and address of the corporation’s officers, directors, and registered agents, or the partnership’s general partners and those shareholders or limited partners owning in excess of five percent of the outstanding stock or interest in the corporation or interest shared by the limited partners. Applicant or Owner is a land Trust If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address, telephone number, and extent of interest of each beneficiary shall be disclosed in the application. 12. Certification I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this property and that the proposed use or development described in this application shall comply with all such codes. I hereby request that a public hearing to consider this application be held before the Planning and Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the adoption of an ordinance(s) granting the requested action(s), including any modifications to this application or conditions of approval recommended by the Zoning Board of Appeals or City Council. Signature of Applicant(s) Print Name and Designation of Applicant(s) by Continental 601 Fund, LLC. by its manager: Continental Properties Company, Inc by its manager: Benjamin Lang Development Coordinator FORM B Page 1 of 1 FORM B File Number ZONING MAP AMENDMENT (REZONING) Planning and Zoning Commission City of McHenry 333 South Green Street  McHenry, IL 60050  Tel: (815) 363-2170  Fax: (815) 363-2173 Table 33 of the City of McHenry Zoning Ordinance provides that in recommending approval of a Zoning Map Amendment (Rezoning), the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request. 1. Compatible with Use or Zoning of Environs The proposed use(s) or the uses permitted under the proposed zoning classification are compatible with existing uses or existing zoning of property in the environs. 2. Supported by Trend of Development The trend of development in the general area since the original zoning of the affected property was established supports the proposed use(s) or zoning classification. 3. Consistent with Comprehensive Plan Objectives The proposed use(s) or zoning classification is in harmony with the objectives of the Comprehensive Plan of the City as viewed in light of any changed conditions since the adoption of the Plan. 4. Furthers Public Interest The proposed use(s) or zoning classification promotes the public interest and not solely the interest of the applicant. FORM C Page 1 of 2 FORM C File Number CONDITIONAL USE PERMIT Planning and Zoning Commission City of McHenry 333 South Green Street  McHenry, IL 60050  Tel: (815) 363-2170  Fax: (815) 363-2173 Table 31 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a Conditional Use Permit, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request. 1. Traffic Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Environmental Nuisance Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district have been appropriately controlled. 3. Neighborhood Character The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character existing in the area or normally associated with permitted uses in the district. FORM C Page 2 of 2 4. Public Services and Facilities The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. 5. Public Safety and Health The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. 6. Other Factors The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. FORM F Page 1 of 3 Form F PLAT/DEVELOPMENT APPLICATION City of McHenry 333 South Green Street  McHenry, IL 60050  Tel: (815) 363-2170  Fax: (815) 363-2173 1. Name of Applicant Tel Address Fax 2. Name of Property Owner Tel (If other than Applicant) Address Fax 3. Name of Engineer Tel (If represented) Address Fax 4. Name of Attorney Tel (If represented) Address Fax 5. Common Address or Location of Property 6. Requested Action Preliminary Plat Final Plat Development Provide a brief description of the Requested Action. For example, indicate the number of lots and the type of subdivision (single-family, towhhome, commercial, industrial, etc.) or include a description of the development project: FORM F Page 2 of 3 7. Current Use of Property 8. Current Zoning Classification of Property, Including Variances or Conditional Uses 9. Current Zoning Classification and Land Use of Adjoining Properties North: South: East: West: 10. Required Attachments - Please refer to the attached checklist. 11. Disclosure of Interest The party signing the application shall be considered the Applicant. The Applicant must be the owner or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject property or his or her agent or nominee. Applicant is Not Owner If the Applicant is not the owner of record of the subject property, the application shall disclose the legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has the authority from the owners(s) to make the application. Applicant or Owner is Corporation or Partnership If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a corporation or partnership, the application shall disclose the name and address of the corporation’s officers, directors, and registered agents, or the partnership’s general partners and those shareholders or limited partners owning in excess of five percent of the outstanding stock or interest in the corporation or interest shared by the limited partners. Applicant or Owner is a land Trust If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address, telephone number, and extent of interest of each beneficiary shall be disclosed in the application. Vacant - Agricultural C-5 Highway Commercial Estate (IDOT ROW) C-3 Community Commercial/RS-2 Medium Density Single-Family Residential RS-2 Medium Density Single-Family Residential C-5 Highway Commercial FORM F Page 3 of 3 12. Certification I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this property and that the proposed use or development described in this application shall comply with all such codes. I hereby request that the City process this application in accordance with the codes and ordinances of the City. Signature of Applicant(s) Print Name and Designation of Applicant(s) Project Information A multifamily residential development in McHenry, IL Authentix McHenry Integrated Design District | Authentix McHenry | March 26, 2021 Contents: ______________________________________________________________ Continental Properties Introduction Narrative: a. Intent b. Recognizable Benefit c. Development Concept and Character d. IDD Criteria e. Base Zoning District / Future Land Use f. Proposed Bulk Regulations g. Requested Variances h. School Impact i. Traffic Impact j. Fire/Police Impact k. Water and Sewer Impact l. Economic Impact Overall Site Plan – V3 Companies Elevations, Floorplans, and Imagery Stormwater Memo – V3 Companies Alta Survey – V3 Companies Plat of Subdivision – V3 Companies Engineering Plans – V3 Companies Fire Truck Exhibit – V3 Companies Landscaping Plans – Hitchcock Design Authentix Signage Details Stormwater Report – V3 Companies Geotechnical Report – G.E.A. Traffic Study – V3 Companies Water and Sewer Study – HR Green NRI Report IDNR Resource Letter Resident Spending Analysis McHenry Market Analysis Continental Portfolio Demographics Draft Development Management Plan Proof of Ownership Title Commitment Narrative References W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 Integrated Design District | Authentix McHenry | March 26, 2021 Introduction ______________________________________________________________ CONTINENTAL’S DEVELOPMENT EXPERIENCE Continental Properties’ portfolio currently includes over 60 Communities across 19 states. Continental owns and operates all of our multifamily communities to ensure the on-site Property Management is first-class. To date, Continental Properties has developed more than 26,000 homes, including 6 communities in Illinois alone. There are two additional projects underway in Illinois, including the recent groundbreaking of a 280-home community in neighboring Crystal Lake, and another, which is in the process of obtaining required approvals, in Westchester. MULTIFAMILY Continental’s multi-family development emphasizes the use of suburban modern multifamily communities on the best sites, in the strongest sub-markets within markets with excellent supply and demand characteristics which are further discussed in the enclosure, “McHenry Market Analysis”. Continental’s portfolio of projects reflects that in its various communities throughout the US, with an exceptionally strong presence along the Route 31 Corridor in Illinois. In June 2019, Multifamily Executive ranked Continental Properties among the Top 10 Division III (10,000-19,999 units) management companies. W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 Narrative INTRODUCTION Continental 601 Fund LLC is excited to present to the City of McHenry a concept for an Integrated Design District (IDD) for a +/- 20.5-acre tract generally located east of the intersection of Blake Boulevard and Route 31, with its primary entrance being situated at the eastern terminus of Blake Boulevard. A. INTENT The proposed land use will be a positive addition to the area. The size and location of the community will serve as an excellent transition between adjacent land uses of single-family, commercial, and open space. An IDD is the preferred method of entitlement in order to provide a unique, new-construction high-quality housing type that is also affordable to a majority of McHenry’s residents. Such housing is not currently provided in the vicinity and would not be feasible under a base zoning designation for several reasons described herein. Continental’s proposed community Authentix McHenry, features the inclusion of multiple principal buildings on a single parcel in order to maintain adequate area for the varying amenities proposed for the use of its residents and specific design decisions that factor into creating a responsibly engineered and designed community. These amenities include a multipurpose community clubhouse which is not only intended for the enjoyment of residents but also acts as a commercial leasing office for Continental’s onsite property management team. The clubhouse and character of onsite amenities is detailed further in “C. Development Concept and Character.” In addition – the proposal contemplates increased building setbacks adjacent to the neighboring Single Family uses which would not be attainable under a typical base zoning designation. B. RECOGNIZABLE BENEFIT ROUTE 31 CORRIDOR BENEFITS Authentix McHenry will benefit the community and vicinity by offering a residential product segment that is much needed in the area. A housing addition in this specific location will help to support the following: City population growth projections, existing businesses, and future commercial development within the City of McHenry. The community will house 288 new households and support a population of 520-550 people with significantly more disposable income than a comparable single-family household due to a reduction in expenditures associated with owning homes. Continental estimates the total W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 annual expenditures per household is roughly $60,000-$70,000 and will thereby contribute roughly $18 million each year to the local economy1. The direct adjacency of this community to the Route 31 corridor commercial district, would bring more visitors and shoppers to these businesses to help maintain and further stimulate an already vibrant community. LOCAL COMMITMENT, INVESTMENT & JOB CREATION Apartment communities represent a significant financial investment in the local economy with short- and long-term economic benefits. Continental will have a long-term commitment and investment to both their Authentix McHenry community and the City of McHenry. The total project cost and investment is estimated at well over $40 million. The addition of 288 homes within the proposed community will help to bolster local sales tax revenue due to its specific proximity to City of McHenry businesses. As noted above, Authentix Residents are projected to provide a significant boost in sales to the local area. Conservatively, this could translate to an increase in local sales tax revenues of $70,000-90,000 per year, a portion of which will be funneled directly to the City of McHenry1. The construction of 288 apartment homes would support 438 full-time construction employees for the span of construction (approximately 27 months) and produce a considerable amount in associated wages. Over the long term, Authentix McHenry’s impact could support over 180 local jobs by way of its resident and operational spending2. In addition to the economic considerations, the development as proposed would result in a qualitative improvement for the surrounding neighborhoods. The current condition of the farm field is likely exacerbating a flooding issue causing substantial hardship for the residents of the Oaks of McHenry, please refer to enclosed stormwater letter and report provided by V3 Companies for further detail. The re-grading and construction of adequate stormwater facilities will at a minimum reduce the flow of water being funneled through their properties. The addition of the proposed landscaping, onsite amenities, and walking trail (as shown and described in the Concept Plan and “C. Development Concept and Character”) coupled with the subject site’s proximity to McHenry’s existing commercial and retail base, creates an opportunity to provide and connect residents with convenient, highly valuable amenities. Whether commuting to work, picking up dinner for the family or taking a walk in the park with man’s best friend, convenient and quality living is readily available to all McHenry residents. 1. Route 31 Commercial – 2-minute drive, 2-minute bike ride, 5-minute walk 2. Downtown McHenry – 4-minute drive, 8-minute bike ride, 27-minute walk 1 Resident Spending Analysis prepared by Continental Properties 2 Weareapartments.org/calculator W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 C. DEVELOPMENT CONCEPT AND CHARACTER Authentix McHenry, includes 288 homes within 12 residential buildings. The design of the community incorporates a number of the design techniques described in ord. 11-11-3. The timeless Architectural style matches both the character and scale of the surrounding single- family homes. No building exceeds two stories, and all principal and clubhouse buildings include horizontal and vertical articulation by way of varying façade faces at each unit and varying roof geometries along the building’s massing. The proposed buildings offer a unique layout in the Multifamily sector, providing direct access to each 1st floor home, and secured stairwells for second level homes. Each unit is provided with a covered entry, adding additional articulation and a sense of human scale to the community. Each home, ranging from Efficiency to 3-Bedrooms (see adjacent table for detailed quantities) offers a high percentage of glazing to promote an abundance of natural lighting, which creates opportunities to optimize passive solar heating and cooling systems. The scale and design of the Architectural massing coupled with the thoughtful landscaping design allow the community to coexist seamlessly with its context. All ancillary structures, including the community clubhouse, are designed with the same quality and design language as described above. To enhance the sense of place that this community will provide; several amenities are included within the site. Among the facilities is a Community Clubhouse which includes a community gathering room, 24-hour fitness center, kitchen, coffee bar, and resort style pool. The gathering room and coffee/kitchen area are serviced by complementary wireless internet to accommodate residents in search of work from home opportunities. During warm months, the garage-style door in the fitness center can be opened to the pool deck for an open-air workout experience. The pool deck includes ample patio furniture with a lounge space, grilling area, and shaded seating. To the east of the pool deck a community green space and picnic area is Type Qty Studio 32 1-Bedroom 112 2-Bedroom 112 3-Bedroom 32 Type Qty Studio 32 1-Bedroom 112 2-Bedroom 112 3-Bedroom 32 1: Example of Proposed Residential Architecture – Please see enclosed elevations for updated material applications W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 provided, which rounds-out this portion of the site as the community hub and social catalyst. The clubhouse is also home to Continental’s premiere in-house community management team. Our management team offers resident- focused service that meets and exceeds resident expectations. The community also features picnic areas, a car care center, pet spa, and a pet playground. Beyond the varying resident amenities, quality finishes (both interior and exterior), open space via walking paths around the proposed pond, quality landscaping, a courtyard approach to community layout, and connectivity is provided throughout the site to promote further neighbor interaction. The community will be accessible via connections at both Blake Boulevard. Connections to the Lot 2 will be provided, as shown in the engineering plans. Signage is proposed to be provided at Blake Boulevard, to create a clear sense of entry and transition from retail uses to a residential neighborhood. All the residential buildings and amenities disbursed throughout the community are accessible via a vehicular and pedestrian transportation network, designed specifically to provide ease of access and safety to residents. Residents are provided with a mixture of both detached garages and ample surface parking to best fit their desires. The subject property is currently vacant, with portions being used as farmland. The proposed community and supporting improvements will provide value to the overall community by way of increased City revenue, increased sense of community, and assisting the City in providing the homes required to support their population and growth goals. The 288 new homes, and approximately 520-551 residents who will live there immediately upon completion of the first phase, will account for additional water and sewer bills, additional sales tax revenue, and additional retail and commercial income for surrounding uses (as demonstrated in the enclosed resident spending analysis). 2: Example of Authentix Community in Holland, Michigan W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 D. IDD CRITERIA Per ordinance 11-11-5: “The following criteria will be used to evaluate all proposals for development under an IDD” A. In what respects is the proposed plan consistent with the City’s Comprehensive Plan and the stated purpose and intent of the IDD regulations? a. The Proposed plan complies with the City of McHenry’s description for sites suitable for Multifamily Development. Page 45 of The City’s Comprehensive Plan Reads: “Positive Effects (of a future Land Use Plan): When Development follows what has been laid out by the Future Land Use Map. When there is a transition from lower density developments around the edge of the City to higher density duplex, town homes and multi-family development to be located in proximity to public transportation, public open space and recreational facilities, shopping, employment, service and employment centers in the center of town3” b. The current Future Land Use Map (2/6/2019) designates the Western side of the property in question as general residential, without a defined density requirement. The proposed clubhouse aligns closely with the transition from Residential to commercial in the FLUM. c. The purpose of the IDD is to provide relief from rigid zoning and subdivision standards to allow for a land plan that protects or enhances the City’s natural and manmade resources. i. While the property in question does not have significant value in terms of natural or manmade resources, the proposed layout utilizes the flexibilities of the IDD ordinance to improve existing conditions and incorporate design elements not possible under typical zoning districts: 1. Buffering of adjacent land uses – by providing private drives utilizing a single platted lot in lieu of individual lots, the land plan is able to include substantial buffering and setbacks to adjacent uses with the intent of providing privacy, screening, beautiful landscaping, and improving upon existing stormwater issues in the area. These improvements include the utilization of an extensive vegetative swale to convey a portion of the stormwaters naturally toward the northern pond. 2. Open Spaces - the proposed plan seeks to eliminate excessive semi-private, less than ideal yard conditions (which would be underutilized by residents) and instead provide clustered shared green space and onsite amenities which include the pet playground, walking paths, clubhouse, and pool/pool deck. 3 City of McHenry Comprehensive Plan and Development Policies W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 B. To what extent does the proposed plan depart from the requirements of the City’s Zoning and Subdivision Control and Development Ordinances that are otherwise applicable to the property, including, but not limited to: density, bulk regulations and uses and the reasons why such departures are deemed to be in the public interest and/or as a result of the physical topography of the property and other circumstances unique to the property and not solely in the interest of the developer? a. Departures are as follows: i. More than one principle building per lot ii. Clubhouse and Residential use on same lot iii. Reduced parking iv. Additional Signage request b. Numerals i-iii are all being requested relative to the overall ability to provide a more efficient and desirable layout as described in “C. Development Concept and Character” as well as “A.” of the approval criteria above. The intent of the plan and engineering of the site are consistent – provide a land plan that enhances the existing conditions of the site by adding value and beauty to a vacant property, while improving upon the existing stormwater management issues the neighbors experience. c. The additional Signage is intended not only for the success of the community, but also to assist the general public and residents of McHenry in wayfinding and create sense of place as visitors enter the community. d. Parking and Signage variations are further outlined in section “G. requested Variances” C. To what extent and what accommodations are made for the unique topographical and/or environmental features of the property, how are they incorporated into the overall development and design of the property, while preserving and maintain the integrity and character of those features and using them for the overall benefit of the public? a. The land plan has been designed with consideration for the existing topographical conditions. The site naturally slopes downward toward the East, and predominantly toward the north. In order to create a community that fits in well contextually and does not “look over” the surrounding neighborhoods, Continental is proposing to soften the slopes on site, and reduce the severity of the hill on site. This also aids in the management of stormwater flows and provide the regional detention basin at the North side of the side, which is sized to eventually accommodate a portion of the stormwater from Lot 2. The pond will be lined by a walking trail and natural landscaping which will benefit the public in terms of recreational and visual value. D. To what extent does the proposed plan provide adequate control for vehicular traffic and pedestrian circulation, accommodation for and protection of designated open space and further the amenities of light, air, recreation, and visual enjoyment a. The drive aisles on site were designed to safely accommodate all traffic on site. Each building shall be accessible via vehicular access as well as pedestrian access designed to FHA standards. The stormwater pond and associated walking trail will be protected via public stormwater easement. The land plan includes W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 substantial landscaping and screening along property lines, which will include native plantings, adding to the visual enjoyment of the general public. E. Does the plan provide appropriate street connectivity and functional connection among buildings within the development, such as pedestrian connections, that promote the public interest and enhance the quality of life of persons within the development? a. As described in “D.” full vehicular and pedestrian connectivity will be provided to each building and amenity. Continental is also providing pedestrian access to the public ROW, and is proposing a path around the entire perimeter of the property to enhance the quality of life. Continental has also studied potential additional connections to Almond Lane, but at the requests of neighbors is pursuing to omit any connections there in order to protect the current character and tranquility of the subdivision from any potential traffic that may be generated from the proposal F. Is there a continuity of scale amongst the buildings to promote visual enjoyment, while maintain maximum sunlight exposure? a. Yes – a cohesive Architectural design is utilized across the entire property, all of which include residential design principles, and match the height and scale of the surrounding neighborhood (no more than 2 stories). G. The relationship and compatibility of the proposed plan to the adjacent properties a. The proposed community will act as a transitional use between the more high intensity commercial uses to the West and the Single Family Residential Neighborhoods to the East. The plan includes thoughtful buffering and screening to further buffer the single-family community from the more intense uses. When compared to the potential uses permitted via current zoning (C-5) the proposal is an improvement in terms of compatibility for both existing neighboring uses and this specific location. H. The desirability of the proposed plan with regard to physical development, tax base and economic well being of the City. a. The proposed community is proposed in a manner that fills a gap in the fabric of the built environment of the city. The proposal will increase the overall EAV and revenues for local businesses, which are further outlined in “L. Economic Impacts” I. The desirability of the proposed plan with regard to the burden placed on City services and the facilities in relation to the public benefits that will be realized after the development of the property, including, but not limited to: sewer, water, fire, police, schools, roads, and making adequate provisions for those services. a. Continental has worked with staff to understand its specific impact on the built infrastructure, including contracting professional engineering firms to analyze Sewer, Water, and Traffic impacts. All impacts are further discussed in sections, “H-L”. J. Is the plan in conformance with existing Federal, State, and other local regulations? a. The plan has been designed and engineered in conformance with all jurisdictional ordinances and regulations. W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 E. BASE ZONING DISTRICT / FUTURE LAND USE Authentix McHenry is proposed to be situated upon approximately 20.50 acres of a 31.75 acre parcel which shall be subdivided to include two lots as described below: Lot 1: +/- 20.50 acres located Northeast of the terminus of Blake Blvd. - Authentix McHenry Lot 2: +/- 11.25 acres located on the southwest of Blake Blvd. The Future Land Use Plan dated February 6, 2019 contemplates the areas described as “Lots 1 and 2” as general residential, with the South West portion being Commercial. The proposal aligns with the intent of the Future Land Use Plan Plan. The Base zoning of C-5 Highway commercial would not allow multifamily residential as a permitted use, or conditionally approved use. The density of the multifamily development would be allowed within the RM-2 zoning district, however the quality and character of the development as proposed and described in “C. Development Concept and Character” is only attainable through the clustering and sharing of open space, parking, and setback and lot width requirements across the entire community, in lieu of an individually platted approach which is required for all zoning designations aside from the IDD. W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 F. PROPOSED BULK REGULATIONS Continental is proposing the following site bulk regulations for Lot 1: 1. Building Setbacks: 35’ Minimum a. Enhancements have been made at East and West Property Lines: i. East Property Line: 140’ Primary/54’ Accessory (Detached Garage) ii. West Property Line (adjacent to existing commercial): 87’ 2. Parking Setbacks: 15’ Minimum a. Enhancements have been made at East and West Property Lines: i. East Property Line: 60’ ii. West Property Line (adjacent to existing commercial): 71’ 3. Drive Aisle Setbacks: 10’ Minimum 4. Max Building Height: 2-stories or 35’ 5. Building Separations: a. Front to Front: 60’ Minimum b. Side to Side: 30’ Minimum c. Front to Side: 30’ Minimum i. Current Plan shows no less than 60’ Separation d. Side to Rear: 30’ Minimum i. Condition does not apply to current layout e. Rear to Rear: 30’ Minimum f. Principal to Accessory: 30’ Minimum 6. Impervious coverage: 60% Maximum (net acreage – not to include stormwater facility) 7. Floor Area Ratio: 0.40 Maximum 8. Density: a. (26.9) residents per gross acre, or 14.1 du/gross acre b. (35.5) residents per net acre, or 18.6 du/net acre i. Per Ordinance 11-8D-1: RM-2 zoning would allow for the same number of units on a 16.90 acre parcel, equivalent density of 17 du/gross acre. See table below for further detail. BR Count SF/Home Qty of homes Area required Efficiency 1,405 32 44,960 SF (1.03 ac) 1BR 1,815 112 203,280 SF (4.67 ac) 2BR 3,111 112 348,432 SF (8.00 ac) 3BR 4,356 32 139,392 SF (3.20 ac) 288 736,064 SF (16.90 ac) W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 G. DESCRIPTIONS OF VARIANCES REQUESTED VIA IDD The proposal as described in “Narrative - C. Development Concept and Character” requires the approval of three variances to typical zoning/building regulations, described below: a. VARIANCE REQUEST – PARKING REQUIREMENTS The City of McHenry Ord. 11-12-4 outlines the requirements for off-street parking of a Residential Use. The table below demonstrates the application for the proposed community. The ordinance further describes that these rates shall include 0.25 spaces per unit to be accounted toward guest parking. This yields 72 guest parking spaces and 536 home parking spaces. Continental proposes to provide a minimum of 565 residential parking spaces (1.97 total ratio) based on portfolio experience and supporting data from both the US Census and the Federal Highway Administration. This shall not include 17 parking spaces provided at the Community Clubhouse for guest and perspective resident parking (total of 583 spaces). This proposal will result in a reduction of at least 11,300 square feet (0.26 acres) of asphalt and impervious area, that can be utilized for open and recreation space for residents. The Population Equivalency recognized by the City of McHenry projects a population of 551 residents for the community. The Federal Highway Administration states, in 2016, 65% of the State of Illinois’ residents were licensed drivers4. When adjusting for the increased proportion of adults projected to live in this community (78% statewide per US Census data vs. 90% at Authentix McHenry) It is estimated that 75% of the community’s population will be a licensed driver – equivalent to 414 licensed residents. Providing a parking space for each resident and increasing the guest parking to 0.25 spaces per resident in lieu of per home would yield a total parking requirement of 518 spaces or 1.8 parking spaces per home. This falls in line with Continental’s experience and actual parking metrics across its entire Midwest portfolio (1.77 spaces per unit average across 18 communities). In addition, the Institute of Transportation Engineers (ITE) identification of average per period parking demand of 1.23 vehicles per dwelling unit with the range of peak parking demand being between 0.59-1.94 vehicles per dwelling unit for Suburban low-rise multifamily5. Continental is proposing 47 MORE parking spaces, than would be provided per the 1.8 ratio outlined above. 4 US Department of Transportation, Federal Highway Association – Public Data for Highway Statistics 5 Institute of Transportation Engineers Manual – 10th Edition Home Type Parking/Home QTY Homes Qty Parking Spaces Efficiency 1.5 32 48 1BR 2.0 112 224 2BR 2.33 112 261 3BR 2.33 32 75 Total 2.11 288 608 W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 b. VARIANCE REQUEST – SIGNAGE City of McHenry Ord. 10-20-13 Identifies that Residential uses are entitled to one sign per entry. The operation of an Authentix community is highly reliant on the ability of potential residents and the community to identify and locate the community and its leasing office. Due to the nature and location of the subject site in comparison to major thoroughfares, Continental is proposing the following: 1. The entitled (1) Sign Per Entry in the form of a monument sign (as shown in the enclosed signage details). 2. Additional (1) Wall Sign at the Clubhouse for identification of the sales/leasing office for potential residents and visitors (as shown in the enclosed signage details). 3. A smaller additional offsite identification sign to be used for wayfinding and community identification from Route 31 – design TBD to integrate with context of final location c. VARIANCE REQUEST – MINIMUM FLOOR SPACE REQUIREMENTS City of McHenry Ord. 10-1-10: requires all newly permitted Efficiency and 1BR apartment homes to be above 550 and 650 SF accordingly. This ordinance is dated 1987, which predates the implementation of open concept style floorplans, which started to gain popularity in the 1990’s. The prominent design at that time featured separated kitchen, dining, and living areas which required a comparatively higher spatial requirement to provide quality living spaces. Attached for your review are floorplans and 3D views, of the proposed floorplans for Authentix McHenry. You will see they feature, a more efficient, modern, open-concept design that offers residents the flexibility to furnish and utilize spaces as they desire, as well as the ability to allow fresh air and light to enter the space without obstruction. Below is a table outlining Continental’s Proposal for minimum area requirements: Unit Type Current Minimum Proposed Minimum Efficiency 550 SF 485 SF 1BR 650 SF 595 SF 3: Example of proposed 1BR Floorplan W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 H. SCHOOL IMPACT Authentix McHenry will be located within the boundaries McHenry School Districts 15/156. According to the population tables utilized for determining the required land/cash donation for school impacts, Authentix McHenry, will yield the following school aged population increase: Elementary (5-10 yrs) CCSD 15 Jr. Highschool (11-13 yrs) CCSD 15 Highschool (14-18 yrs) CHSD 156 Total Population 18 9 9 36 According to Illinoisreportcard.com CCSD 15 and CCSD 156 spent the following amounts per pupil in the 2018-2019 school years6. CCSD 15 CHSD 156 Spending / Pupil $15,220 $15,400 Funding from Local Property Taxes 74.5% 72.6% Local Yearly Property Tax Burden / Pupil $11,338.90 $11,180.40 At the time of construction completion and reassessment, Authentix McHenry is projected to contribute the following yearly property taxes to CCSD 15 and CCSD 156: CCSD 15 CCSD 156 **Yearly Property Taxes $359,214.77 $183,844.03 Projected Pupils 27 9 Yearly Contribution per Pupil $13,304.25 $20,427.11 **Yearly Property Taxes projected based upon current mill rates and estimated assessed value of completed properties based on comparable properties in the area and may change at time of full occupancy, subject to final determination of McHenry Assessors office7. Authentix McHenry is projected to contribute its fair share in property taxes to support to students it will house. 6 Illinoisreportcard.com – reports for Districts 15/156 7 Property Tax Projections by Continental Properties W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 I. TRAFFIC IMPACT Authentix McHenry will feature a main access at the dead end of Blake Blvd. which is a local commercial street. According to the traffic impact analysis completed by V3 Companies, the proposed 288-unit multifamily community does not warrant any traffic mitigation8. The existing roadway and traffic control measures will support the proposed development. Please refer to the provided traffic impact analysis for further details. J. FIRE/POLICE IMPACT Fire Department Impact: Authentix McHenry will feature all necessary fire protection and access measures to meet jurisdictional codes and ordinances. All residential buildings will contain multiple access points as well as fire sprinkler and alarm systems, creating conditions that are inherently safer than most residential homes. All buildings are spaced 30+ feet apart as required by code. Continental has also reached out to the fire department to obtain fire truck specifications and has accommodated proper turning and access requirements throughout the site. It is not expected that this community will create a disproportionate demand on McHenry’s Fire Department Police Department: Continental has reviewed various publications on crime in multifamily and has found that Crime rates at multifamily developments are not inherently different from those with other residential housing types. Counting calls alone can be misleading due to the perception that more calls are coming from a smaller footprint. It is important to analyze calls on a per home basis rather than a per area basis. According to Elliott D. Pollack and Company, a Real Estate Analysis group: “In actuality, when police data is analyzed on a per unit basis, the rate of police activity in apartment communities is no worse than in single family subdivisions, and in many cases, is lower than in single family areas9.” Additionally, Continental enforces strict screening criteria including full background, credit checks, and referral checks for anyone over the age of 18, even if not signing the lease. In accordance with local laws, Continental does not rent to applicants with criminal record. Thus, it is not expected the proposal will create a disproportionate demand on City of McHenry’s Police Services. 8 Traffic Impact Study, Report For: Authentix at McHenry Development Prepared by V3 Companies, March 25, 2021. 9 Elliott D. Pollack and Company, Economic & Fiscal Impact of Multi-family Housing,” Phoenix: Arizona Multihousing Association, 1996, Part II. W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 K. WATER AND SEWER IMPACT City Staff contracted HR Green to analyze Continental’s impact on the City’s water and sewer infrastructure. It was determined that the demand of 288 multifamily homes will not create a disproportionate impact on the City’s Water and Sewer infrastructure or trigger any significant capital improvements to be required10. Please refer to the enclosed report by HR Green for further details. L. ECONOMIC IMPACT Continental has analyzed economic impact in (3) categories, Residential Spending, Potential property taxes, and potential impact on adjacent property values, please see below for further detail on each of these categories: Residential Spending: Continental has utilized ESRI data to estimate and project annual expenditures per household in its enclosed Resident Spending Analysis. In summation, the analysis reviews area median incomes and projects annual expenditures by category for a renter at Authentix McHenry based on the relationship of income vs. rent. The projection finds that residents of Authentix McHenry households will each contribute roughly $66,000-67,000 annually, resulting in a gross annual expenditure of roughly $18MM annually as a result of the addition of 288 households. Potential Property Taxes: Continental has calculated a projected property tax schedule based upon a combination of two common property value assessment methodologies, Income Based assessment, and Comparable Property assessment. Based on the potential assessed value of the property (approximately $8MM), and current mill rates, it is estimated the project will have a total tax bill of $816,057.79/year after the time of actual reassessment, subject to the actual assessed value per McHenry Assessor’s office11. This equates to a substantial increase in the EAV for all taxing districts, allowing governing bodies flexibility in deciding how to budget and/or enact policy that will affect tax rates for surrounding residents. Potential Impact on Adjacent Property Values: It is understood that the potential property tax impact above would be potentially offset by decreases in surrounding property values. Continental has studied property values of fee simple homes directly adjacent to two of its properties in IL and four of its communities across the Midwest to determine how its communities have historically impacted property values of adjacent homes. The study utilized data compiled by Zillow to analyze specific property values of over 30 neighboring fee simple homes vs. the property value of all fee simple homes throughout the zip code in which they were located. This provided a subject vs. control relationship to be able to be 10 Blake Farms Residential Development Sewer Model Memo by HR Green – January 22, 2021 11 Property Tax Projections by Continental Properties W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 analyzed. Zillow was chosen as the data source due to the volume of sales and transactions recorded and available through the platform. Please see the graphs below outlining our findings: W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 • Facsimile: 262.502.5522 Integrated Design District | Authentix McHenry | March 26, 2021 Potential Impact on Adjacent Property Values (cont’d): In summary, it was found the properties adjacent properties did not realize significant impacts in their property values or the growth of their property values year over year. Illinois Study Midwest Study Avg. Yrly Growth Zip. +5% +5% Avg. Yrly Growth Neighbor +4% +6% This study is further substantiated by a similar study and report completed by the MIT Center For Real Estate which analyzes a larger data pool with more intensive multiple family communities in their analysis of their control homes vs. their “impact” or neighboring single family homes, they concluded that: “This study’s findings are presented in terms of house prices indexes for impact and control areas in each study town. Looking at these index pairs for each of the towns, it can be seen that the impact area indexes track the control area indexes. There is neither a tendency for the impact areas to do better or worse.12” Furthermore the Joint Center for Housing Studies at Harvard University reviewed multiple studies on the topic and found that in some instances homes near multifamily developments actually enjoy a higher appreciation rate than those located in parts of a City without multifamily homes nearby13. In conclusion, Continental has not identified any data or findings that would support the belief that this proposal will negatively impact property values surrounding the property. Therefor, the City of McHenry should benefit from the full economic impact outlined herein. 12 Henry O. Pollakowski, David Ritchay, and Zoe Weinrobe, “Effects of Mixed-Income, Multi-family Housing Developments on Single-family Housing Values,” Cambridge, MA: MIT Center For Real Estate, April 2005 13 Obrinsky, M., & Stein, D. (n.d.). Overcoming Opposition to Multifamily Rental Housing (Rep.). Joint Center for Housing Studies Harvard University. NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.EEEE E EEE E E E TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R001347312011911811711611511410410OUTLOTWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473 0.08' W0.18' N10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X0 43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDSBUILDING12G12G8G8G8G15' PARKING SETBACK 30' BUILDING SETBACK RS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIAL18.5'24'18.5'11'18.5'24'18.5'9'9'9'STORMWATERMANAGEMENTEASEMENT1028412382831262491272829211212211112584581211197453911329279957195313611118124281132633121512372160.7'60'92.5'MAIL KIOSKTRASH ENCLOSUREPET PARKRETAINING WALL (TYP.)RETAINING WALL (TYP.)RETAINING WALL (TYP.)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 OverallSite20776.dwg5/12/2021OVERALL SITE PLAN AUTHENTIX - MCHENRY 1" =060 6060'30PARKING SUMMARYREQUIRED SPACES (PER 288 UNITS)STANDARD SPACES = 596ACCESSIBLE SPACES= 12TOTAL SPACES = 608PROPOSED SPACES - FOR UNITSSTANDARD SPACES = 479ACCESSIBLE SPACES = 19GARAGE SPACES = 48TOTAL SPACES = 546PARKING RATIO = 1.90 / UNITPROPOSED SPACES - CLUBHOUSESTANDARD SPACES = 15ACCESSIBLE SPACES = 2TOTAL SPACES = 17TOTAL SPACES PROVIDED = 563 Authentix McHenry - Conceptual IDDJanuary 4, 2021CONCEPTUAL ELEVATIONS, FLOORPLANS, AND IMAGERY1. Clubhouse Elevations (Front and Rear)2. Clubhouse Elevations (Left and Right)3. L24A Elevations (Front and Rear)4. L24A Elevations (Left and Right)5. L24A First Floor Plan6. L24A Second Floor Plan7. L24A Elevations (Front and Rear)8. L24A Elevations (Left and Right)9. L24A First Floor Plan10. L24A Second Floor Plan11. Detached Garage Elevations + Floor Plan12. Grounds Maintenance building Elevations + Floor Plan 13. Mail Kiosk Elevations + Floor Plan14. Sample Clubhouse Imagery15. 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NŷŷNJ^Ýŗǻr®ĵŷŷNJŗ^NJŷŷ®ǻNJȕǢǢĵŷNǻÝŷŗǢDŷərɟÝǻËōrNËŗÝNĵrdžȕÝƻōrŗǻĵŷNǻÝŷŗǢ    DETACHED *MAIL KIOSK DIMENSIONS MAY VERY BASED ON LOCAL USPS REQUIREMENTS Authentix McHenry - Conceptual IDDJanuary 4, 2021SAMPLE CLUBHOUSE IMAGERY Authentix McHenry - Conceptual IDDJanuary 4, 2021EFFICIENCY UNIT AXONSSF UNITSR UNIT Authentix McHenry - Conceptual IDDJanuary 4, 20211BR UNIT AXONS1F UNIT1R UNIT Authentix McHenry - Conceptual IDDJanuary 4, 20212BR UNIT AXONS2-2F UNIT2-2R UNIT2-1F UNIT2-1R UNIT Authentix McHenry - Conceptual IDDJanuary 4, 20213BR UNIT AXONS3-2F UNIT3-2R UNIT MEMORANDUM V3 | Visio, Vertere, Virtute … The Vision to Transform with Excellence DATE: March 26, 2021 TO: City of McHenry FROM: Ryan Wagner, P.E. CC: Ben Lang, Continental Properties Co., Inc. RE: STORMWATER MEMORANDUM – AUTHENTIX AT MCHENRY We understand that the residents of Hazelwood Drive and Almond Lane having flooding issues and are concerned about this project exacerbating those issues. The purpose of this memorandum is to provide some of the development details as it relates to stormwater as the proposed Authentix project will have a profoundly positive impact on the stormwater management for this area. First, the proposed location of the pond at the north end of the property was selected for multiple reasons. The lowest point of the overall property is located at the northeast corner of the property, which is the northeast corner of the proposed pond. Additionally, the existing topography of the site creates a condition where runoff drains toward the north and northwest property lines. Therefore, utilizing the entire north triangle of the property for the detention basin makes sense as it allows us to get the stormwater from all points of the property to the detention basin as quickly and efficiently as possible. That said we do understand that a very significant area of the existing property (19.7 acres) sheet drains directly to the east to the yards of the residents of Almond Lane and Hazelwood Drive and that the residents of these properties are rightfully concerned about their current stormwater issues. The short response to residents whom are concerned about this proposed development worsening their problems is that it will not. The City and County Stormwater Ordinances require that all developments manage the stormwater runoff on their property and release that runoff from their property at a significantly reduced rate. To achieve this stormwater detention basins (ponds) become necessary to store the stormwater runoff so that it can be released more slowly from the property. As mentioned above, the detention basin is proposed to be located across the entire north end of the property. However, our grading design will include the installation of a drainage swale along the entirety of the east property line, adjacent to the single family residential properties to the east. All of the paved areas of the property will drain to storm sewer and be routed to the pond. That means that only a small area of the property will drain to this new swale and that no stormwater runoff from the proposed development will drain to the residential properties to the east. The above descriptions are all facts about our proposed development and the manner in which it will improve the stormwater management for the local area and especially the residents to the east. However as an engineer, I cannot fully describe the profound benefit that this development will have on those residents from a stormwater perspective without concluding this memo with some numbers. During a 100-year 24-hour storm event (the regulatory storm), the 19.7 acres that drain directly toward the Hazelwood Drive residents results in a flow rate of 14.51 cubic feet per second which is equivalent to 6,530 gallons per minute. This equates to over 7 inches of runoff. As previously mention, the proposed development will direct ALL of the project sites stormwater to the detention basin so there will be NO runoff from this property to the Page 2 of 2 City of McHenry March 26, 2021 C:\Users\blang\AppData\Local\Microsoft\Windows\INet Cache\Content.Outlook\EZNUI576\St ormwater Memorandum.rtf Hazelwood Drive and Almond Lane residents. The proposed detention basin will release stormwater from the site to the north near the northeast corner of the property at a rate of 4.02 cfs as opposed to the current release from the overall 28 acre property of 20.75 cfs during the 100-year storm. To summarize, the proposed Authentix at McHenry project will provide a tremendous stormwater benefit to the neighbors to the east as the project site is being designed to direct all runoff away from the residential properties to the east. FIR 5/8FIR 5/8FIP 1FIP 1/2FIP 3/4FIP 3/4FIP 3/4G FIR 5/8FIR 5/8FIR 5/8FIR 5/8FIR 5/8 BENT WESTFIR 5/8FIR 5/8FIR 3/4FIP 3/4FIR 5/8EEEE E EEE E G G E E GG E G GETPTPTPTPTPTPTPP.O.C.SW. COR. OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S I O N D O C . 9 8 R 0 0 0 3 3 6 7 6 D O C . 9 8 R 0 0 0 5 2 1 1 4 D O C . 2 0 0 0 R 0 0 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E) (507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4McHENRY COMMONS SUBDIVISIONMcHENRY COMMONS SUBDIVISION 2 T H E O A K S O F M c H E N R Y P H A S E 1 DO C . 9 0 R 4 6 6 4 9 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLC LOT 2LOT 1OWNER:DYN MCHENRYCOMMONS LLCOWNER: BT MCHENRY LLC OWNER:MCHENRY CITY OFOWNER:RODRIGUEZ J OTERO GMOWNER:KEITH E TAMMY M VARKALISOWNER:HPA BORROWER 2016 MLLLCOWNER:MCHENRY CITY OFOWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD13OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61WATERELEV. = ±778.2ON 01-28-21TPHIGH 1 STORYCONC. BLOCKBUILDINGHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150 . 0 0 ' 175. 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R0013473FCCFIP 3/4FIP 1FIP 1FIP 3/4FIP 1 EFIR 3/8FIP 3/4FIR 5/8FIR 1/2FIR 5/8FIR 5/8FIR 5/8FPK PPL0.08' W0.18' N50.00'0.14' NON LINE0.10' N0.16' N0.80' SAT CORNERONLINE& 1.20' S100SIP 1 W/CAP101SCC T/C @HYD102SCC T/C @HYD103SCC T/C @HYD104SCC T/C @HYD105SCC T/C @HYD106SCC T/C @HYD107SCC T/C @HYD108SCC T/C NOSE109SCC T/C110SCC T/C @HYD112SCC T/C @HYD113114SCC ON S/W @HYD115SCC T/C @HYD116SCC T/C @HYD117SCC T/C @HYD118SCC T/C @HYD119SIP 1 W/CAPFCC T/C10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLEW/ 3.5' ARM N-S1.84' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTREVISIONS 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3180' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP03.11,379,554 SQ. FT.31.6702 ACRESTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42-21-30.99516 NLONGITUDE: 88-15-49.76303 WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.A. T. & T. DISTRIBUTIONCOM-EDCITY OF MCHENRYCOMCASTNICOR GASRESPONDED "NO PRINTS"CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERECONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLASINFORMATION ON 01/19/21.NO PAINTED PARKING STALLSTHIS PROPERTY IS IN AN AREA OF MINIMAL FLOODING (ZONE X) ASDEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'SFLOOD INSURANCE RATE MAP OF MCHENRY COUNTY, ILLINOIS(COMMUNITY PANEL NO. 17111C0207J) EFFECTIVE DATENOVEMBER 16, 2006.STATE PLANE MERIDIAN1. COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANYCONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR.2. DO NOT SCALE DIMENSIONS FROM THIS PLAT.3. THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THEDESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLECOMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUTREFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY.4. MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELDLOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLEFROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OFTHE SITE. UNDERGROUND UTILITY LINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATEDSTRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIESTHROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLAS NOTES" HEREON FORSPECIFICS.5. NO DRAIN TILES, IF ANY EXIST, SHOWN HEREON.6. THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BYLANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVINGOR SNOW. AT THE TIME OF THIS SURVEY, 12" SNOW COVERED THE SITE. LAWN SPRINKLERSYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY.7. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENTREGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE.8. CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANYDIGGING OR CONSTRUCTION.9. PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONALINFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIRFUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN.10. RESTRICTIONS THAT MAY BE FOUND IN LOCAL BUILDING AND/OR ZONING CODES HAVE NOT BEENSHOWN. HEIGHTS AND BUILDING RESTRICTIONS (IF ANY) HAVE NOT BEEN SHOWN. ONLY THOSESETBACK RESTRICTIONS SHOWN ON THE RECORDED SUBDIVISION PLAT OR IN THE TITLECOMMITMENT HAS BEEN SHOWN. THIS PROPERTY IS SUBJECT TO SETBACKS AS ESTABLISHEDPURSUANT TO CITY OF MCHENRY ZONING ORDINANCES AS AMENDED. IN REFERENCE TO TABLE AITEM 6, THERE MAY BE A NEED FOR AN INTERPRETATION OF A RESTRICTION, THE SURVEYORCANNOT MAKE A CERTIFICATION ON THE BASIS OF AN INTERPRETATION.11. THIS PROPERTY IS ZONED C-5 PER CITY OF MCHENRY ZONING MAP. SEE CITY OF MCHENRY ZONINGORDINANCE FOR SPECIFICS.12. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES ON THE PROPERTY.13. THERE IS NO OBSERVABLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDINGCONSTRUCTION OR BUILDING ADDITIONS.14. THE SURVEYOR IS NOT AWARE OF ANY NEW OR PROPOSED RIGHT OF WAY CHANGES. UNLESSSHOWN OR NOTED HEREON, THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALKCONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.15. WETLANDS WERE NOT OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.16. A CURRENT FIRST AMERICAN TITLE INSURANCE COMPANY'S TITLE COMMITMENT FILE NO.NCS-1042120-MKE DATED NOVEMBER 24, 2020 WAS PROVIDED FOR SURVEYOR'S USE AT THE TIMEOF PREPARATION OF THIS SURVEY. SEE "NOTES FROM SHEDULE B, PART II" SHOWN HEREON FORDETAILS.STATE OF ILLINOIS ) )SSCOUNTY OF DUPAGE )TO: CONTINENTAL PROPERTIES COMPANY INC.BERNARD BLAKE FARM, LLC FIRST AMERICAN TITLE COMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT ISBASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAILREQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b), 7(a), 8, 9, 10, 11,13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUMSTANDARDS FOR BOUNDARY & TOPOGRAPHIC SURVEYS.THE FIELD WORK WAS COMPLETED ON MARCH 5, 2021.DATED THIS 10TH DAY OF MARCH, A.D., 2021.___________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.CBARTOSZ@V3CO.COM3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING EDGE OF PAVEMENT ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK78 2 . 6 2 782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVESITEZONING DESIGNATION IS C-5 HIGHWAY COMMERCIAL DISTRICT: AS TAKENFROM THE CITY'S WEBSITE https://mchenry.maps.arcgis.com/apps/webappviewerAND NOT PROVIDED BY THE INSURER PURSUANT TO THE ALTAREQUIREMENTS. FOR DETAILS SEE THE CITY OF MCHENRY ZONINGORDINANCEhttps://codelibrary.amlegal.com/codes/mchenryil/latest/mchenry_il/0-0-0-25867Minimum lot area in square feet - NoneMinimum lot width in feet - NoneAlong arterial street - 200Minimum required front yard depth or corner side yard width in feet - 30Minimum interior side yard:Width in feet - 10Adjacent to Residential District - 25Minimum rear yard:Depth in feet - 15Adjacent to Residential District - 30Maximum floor area ratio - 1.0PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPALMERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAIDLINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCENORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST),ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TOTHE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 0DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONGTHE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET);THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDSWEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURTCASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET;THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDEDAPRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONGSAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 INCOLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLATTHEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAIDDOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY,ILLINOIS.EXCEPTIONSNOTE3.4.5.6.7.PLAT OF TRANSIT LINE, DOC. 413547EXCEPTIONS NOT SHOWN ABOVE AFFECT THE PROPERTY BUT ARE NOT PLOTTABLE. CLARIFICATION STATEMENTSa. its location is shown;b. its location cannot be determined from the record document;c. there was no observed evidence at the time of the fieldwork;d. it is a blanket easement;e. it is not on, does not touch, and/or - based on the description containedin the record document - does not affect, the surveyed property;f. it limits access to an otherwise abutting right of way;g. the documents are illegible; orh. the surveyor has information indicating that it may have been released orotherwise terminatedi. transit line north of property* easement along east side of IL Route 31 r.o.w.(i)(i)P.I.N. 09-23-400-004 09-23-400-031PLAT OF TRANSIT LINE, DOC. 631867PLAT OF TRANSIT LINE, DOC. 636003GAS EASEMENT, DOC. 355521NOTICE OF AN ORDER FOR FREEWAY, DOC. 424540(i)(e) *(i)RESPONDED WITH ATLASRESPONDED WITH ATLASNO RESPONSENO RESPONSEN:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/9/2021 1:36:29 PM 812.56 812.5 811.8 813.0 812.6 808.8 801.7 793.3 787.7 786.0 784.4 788.8 792.3 800.2 808.3 812.4 813.8 814.4814.4 814.2 813.2 813.1 814.0812.8 808.0 801.8 793.5 785.0 787.9 796.0 804.4 812.5 813.6 813.3 813.1 810.6 803.6795.4786.4784.1 783.9 786.4 793.9 804.7 811.2 813.5 814.1 814.8 814.2 814.8 814.18 814.34 814.1 7 814.4 0 814.27 813.7 814.6 813.9 816.0 813.6 814.0 814.8 813.75 814.9814.2813.6813.9 813.6 813.8 813.3 813.2812.8 812.7 813.1 813.45 813.30 814.9 813.2 813.3 814.1 813.60 813.86 813.88 813.86 813.85 784.1 781.6 78 784.1 796.3798.2 803.3 801.8796.2 806.7 804.9 806.4 807.3 808.2807.2 801.0 807.5 806.6 807.2 805.9806.2806.2805.2 802.3799.0796.4 796.3 799.2 802.6 804.2 803.2801.0798.0 796.0 795.9 798.2 800.6 801.4 798.6798.2 799.1796.9 796.5 795.1 796.8 796.8 792.8788.7 783.0779.9778.1 778.2779.4 783.9 789.3 791.9 791.9788.6782.5779.1778.2 778.1 779.4 786.1 790.0 792.0 791.9789.6783.4779.6 778.1 778.3 780.3 785.4 789.2 788.3785.5780.5778.3 778.4 779.5 783.9 786.8 785.5783.7 780.2778.2 778.2779.8 783.0 785.1 785.3 783.5 780.2 778.4 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807.5 807.4 807.0 807.0 806.9 807.3 807.1 807.1 806.6 805.9 805.3 804.9 803.0 797 797.8 797.8 797.4 796.8 796.1 796.7 797.2 797.2 796.9 79796.2 796.4 796.2 795.4 794.6 793.8 793.2 793.5 794.0 794.2 794.2 793.8 793.4 788 789.3 789.0 787.7 786.2 785.3 785.0 784.9 784.0 783.2 782.5 781.6 78 782.0 782.7 783.8 784.2 784.6 784.8 785.3 785.8 786.7 787.5 787.4 785.4 784.9 784.2 783.4 782.6 782.2 781.9781.7 782.4 783.3 784.1 785.1 786.2 787.6 789.2 789.8 789.6 789.4 789.4 804.9 805.4 805.7 805.2 804.7 803.8 803.6 803.7 803.3 803.9 804.4 805.0 805.9 806.7 807.0 808.2 809.2 810.1 809.8 808.5 806.9 806.5 806.4 806.4 806.6 807.1 807.6 808.3 808.8 809.5 809.9 810.7 811.3 812.0 812.1 812.0812.2 812.4 812.5 812.5 812.6 812.5 812.4 812.6 812.5 812.7 812.7 812.9 813.4 813.4 813.0 812.0 811.1 809.6808.0 807.0 806.0 805.4 804.7 804.1 803.7 803.6 803.4 803.4 803.1 802.7 802.6 802.7 803.7 804.7 805.8 806.8 808.0 809.0 810.2 811.3 812.2 812.9 813.0 813.1 812.6 812.4 812.4 812.5 812.5 812.6 812.1 811.9 811.5 811.3 810.6 810.2 809.8 796.76 796.77 796.2 796.79796.78796.87 796.84 FFE 795.85EEEE795.65 794.69 795.75795.5 1 795.48 795.41 794.60794.6 0 794.99 793.78 794.31 794.4 0 797.50794.37 797.46 794.5 791.48 791.46 791.32 795.44 FFE 791.47791.43 795.45 795.35 791.5 795.30 795.38 795.43 795.31 794.92 795.06794.83 807.54 FFE E794.61794.72 793.68E794.15 FFE EE793.96 794.16FFE 793.55 793.85 793.58 793.55793.90E794.10 FFE 793.42 790.50 792.23 790.53 793.64 793.59 793.54793.62 GG793.52 E793.46 FFE 793.35 792.74 792.63 792.85792.87 792.86 792.03 792.05 792.06792.04 791.65E 789.88 791.77791.98 792.15 FFE 791.98 792.07 791.82 791.77 790.72 790.67 790.7 0 790.74 790.17 8" 6" 10" 10" 10" 15" 12" 8" 8" 8" 12" 15" 15" 10" 10" 10" 18" 12" 789.79 789.55 789.92 790.06 790.80 790.32 790.27 790.20 790.26 790.38 789.99 790.76 790.72 790.85 FFE 790.4 2 790.75791.00 791.12 788.95789.42 8" 6" 790.80790.84 790.82 790.78 GG8" 786.43 787.02 786.50 786786.51 786.42786.27 786.6 5 786.33 787.5 9799.19 787.7 8 787.17 790.62 785.9 6786.03 786.06 786.66 786.80 790.72 FFE 790.73 FFE 786.71 785.59 786.4 4 786.35786.3 8 786.38 786.32 786.34 786.28 PSD 813.61 813.8 813.2812.5 812.5 813.6813.7813.5813.3812.9 812.6 813.5 813.2812.6 812.6 817.50 814.74 814.53 814.85 814.96 814.77 814.80 814.44 814.96TF E814.20814.2 814.54 814.5 814.4 813.8 813.4 813.0 814.0 813.97 813.96 814.9 8 815.12814.99 814.91 814.17 813.66 813.37 812.7 8 813.6 813.3 813.3 813.06 813.00 811.7 811.6 812.9 814.70G815.03TF 814.3 814.6 814.9 815.2 815.4 814.8814.2813.7 814.79 814.62 814.56814.96 815.16 FFE 814.07 813.90 813.89814.06 813.36 813.10 813.06 813.13 813.60 813.75 813.50 813.52 813.4 7 813.68814.16 813.69814.14 814.22 814.42 814.24 815.2 815.2 814.99 815.0 4 816.12 TCF G815.71 815.89 813.43 815.3 E815.46 814.07 813.80 813.80 813.42 813.39813.42 813.57 813.6 1 813.16 813.23 813.09 813.91 814.07 814.13 815.18 816.15TCF 814.9 814.3 813.1 812.3 811.9 812.4 812.4 814.16 814.09813.54 813.17 813.31813.79 813.32813.46 813.04 812.57 812.53812.99 812.30 811.82 812.44 812.56 812.39 811.95 812.7 8812.95 812.25 812.8 4 813.44 813.80 815.41 815.59FFE 817.38FFE 815.4 4 816.52 816.63 816.52 815.32 815.23 815.22 783.30783.65783.45 783.57783.74 783.6 4 783.78 783.79 783.68 783.47 783.41 783.32 783.32 783.25 783.17783.41 783.4 6 783.52 783.12 783.13783.32 784.69 786.22 783.52783.62 783.88 783.56 783.60 783.39 783.27783.72 783.78 783.91 784.1 0 784.07 784.07 783.8 0 783.49783.92 783.13 784.13 783.72 784.22 784.54 784.44784.74785.12 785.06784.56 784.4 7 784.14 784.20 783.99 784.37 784.08 784.33 784.32784.71 784.4 0784.83 787.43 785.4 785.6 802.66 803.07 784.81 784.5 0 784.7 0 784.70 784.64785.26 785.07 785.33 785.09 785.29 783.59 784.03 783.54 783.84 783.97 784.30 784.18784.08784.56 784.66 784.23 784.43 784.55 784.36784.80 784.75 784.58 785.14 785.72FFE 785.06784.88785.38 785.24 785.51 785.76 785.3 1 785.43 785.62 785.56 785.43 785.33785.83 785.60 785.08785.52 786.05 784.85785.43 786.47 784.56785.08 785.41 786.74 784.97 785.1 3 788.9 0 790.66792.59 793.96796.83799.73 800.36 799.58 789.80 789.32 790.73 790.78 791.77 792.0 1 792.74 794.41 794.74 796.69 797.32 797.78 798.3 7 798.36 798.4 7 799.20 799.24 799.77 TP TP TP 795.0 6795.60 797.13796.7 795.78 795.17 795.49 794.81 792.59 TP TP TP MATCH LINE#6034 WATER VALVE VAULT RIM=793.78 TP =788.43 12" STEEL W, 12" PVC E #6050 STORM INLET RIM=791.32 FILLED WITH DEBRIS #6148 WATER VALVE VAULT RIM=790.53 TP =785.33 18" PVC N, S #6202 STORM INLET RIM=789.88 IE 12" RCP E=785.08 IE 10" PVC W=785.38 #11717 SANITARY MH RIM=784.14 IE 10" PVC NW=778.24 IE 10" PVC E=778.14 IE 10" PVC S=778.19 #5968 WATER VALVE VAULT RIM=795.25 TP =789.50 18" PVC N, S 12" CAST IRON W #11775 STORM INLET RIM=784.23 FILLED WITH DEBRIS #11669 WATER VALVE VAULT RIM=783.32 FULL OF WATER #2062 STORM INLET RIM=813.06 IE 12" RCP E=809.71 #5966 STORM INLET RIM=792.59 IE 24" RCP N=786.59 IE 12" CPP S=786.59 IE 10" CPP SW=787.89 #6120 STORM MH RIM=793.55 IE 10" CPP E=788.00 IE 12" PVC W=788.45 IE 12" PVC SW=788.40 #6251 WATER VALVE VAULT RIM=789.79 TP =784.09 12" PVC E, W #11760 STORM MH RIM=785.29 IE 4" CPP N=782.69 IE 6" PVC SE=782.69 IE 15" RCP W=781.99 #6140 WATER VALVE VAULT RIM=790.50 TP =785.50 18" PVC N, S 12" STEEL W #6345 WATER VALVE VAULT RIM=785.59 TP =778.99 12" PVC N, S #11785 SANITARY MH RIM=784.58 IE 10" PVC E=778.83 IE 8" STEEL S=778.88 #11671 SANITARY MH RIM=783.25 IE 8" PVC W=777.47 IE 8" PVC S=777.40 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 #2054 WATER VALVE VAULT RIM=814.17 TP 18" STEEL E, W=807.82 #5758 STORM INLET RIM=794.00 IE 12" CPP N=787.96 IE 12" CPP S-787.96 IE 12" CPP W=788.05 IE 12" PVC SW=788.78 #5908 STORM INLET RIM=794.41 IE 12" CPP N=791.51 IE 10" RCP S=791.69 #5940 WATER VALVE VAULT RIM=794.83 TP 12" PVC E, W=789.12 #5939 WATER VALVE VAULT RIM=794.91 TP 12" PVC N, S=789.19 #5736 STORM INLET RIM=792.42 UNABLE TO OPEN #5697 STORM INLET RIM=792.26 IE 12" CPP E=790.46 #11759 SANITARY MH RIM=785.09 IE 10" PVC W, SE=778.39 #2055 WATER VALVE VAULT RIM=813.66 TP 18" STEEL N, S=807.66 WATER ELEV. = ±778.2 ON 01-28-21 TP SBM #1 GENERATOR 2 STORYFRAMEBUILDING WINDOW WELL 2 STORY FRAME BUILDING STEEL RAIL BOLLARD(TYP.) TRASHCOMPRESSOR TRASH COMPRESSOR EDGE OF TREES STONE WALL CHAIN LINK FENCE HIGH 1 STORY CONC. BLOCK BUILDING HIGH 1 STORY CONC. BLOCK & BRICK BUILDING FIP 3/4 FIP 1 FIP 1 FIP 3/4 FIP 1 E FIR 3/8 FIR 5/8 FIR 5/8 FIR 5/8 795.94 796.85 TCF796.56 796.48 796.50796.03 795.54796.06 795.33795.93 794.75 795.05 796.73 796.12796.77 796.85 796.91 796.73 796.65 796.6 4 796.18795.88796.37 795.63796.30 796.34 795.76 796.69 796.62796.66 796.34 795.79 795.63 795.58 795.53 794.34 794.5 0 794.43 794.55 794.12794.47 795.08 795.11 795.77 795.65 795.94 796.04 795.79 795.89 795.87 795.58 793.44 793.91 793.70 793.62 793.21793.66 793.78 793.76 794.15 793.56793.97 794.34 793.89 794.13 794.52 794.23 794.31794.66 794.27 794.53 794.46 10" 795.47 795.01 794.61795.14 795.05 794.58 794.74795.2 0 794.90 6"795.57 795.1 2 794.90795.41 795.40 794.87 794.9 1795.39 795.06795.54 795.33795.74 793.26 790.3 6 789.85 793.03 793.42 793.34793.8 0 793.7 9 792.47 792.49 " 794.21794.66 793.3 7 793.32 792.4 6 792.53 792.96 793.0 0 792.89 792.37792.33 792.90 793.03 793.24 792.44 792.2 0 792.03 791.63 792.11 791.98 792.13 6" 789.51 8"12" 791.18 791.07 791.61792.1 0 8" 793.40 792.97 791.7 1 791.63 791.36 790.96790.25790.67 790.72 790.75 791.46791.95 790.38 790.2 3 790.30 789.86 790.5 1 791.30 790.53 790.07790.41 790.48 790.68788.92 788.76 788.56 788.14 788.55788.91789.36 789.28 788.84 790.03790.50 790.52 790.09 790.34 790.28 790.17 790.30 8" 791.57 791.15 790.76791.20 6"791.58 791.10 791.35791.8 0 791.93 791.48 791.73 791.22791.70 791.06 790.80 791.29789.54 788.94 6" 788.67789.07 787.67788.06 787.72 787.21 787.28 786.84 789.60 789.11 6" 7"6"4" 786.79787.20 787.12787.56 787.75787.27 788.74 788.60 788.17 788.90 789.13 788.88 788.40 787.4 2 10"8" 787.5 5787.97 787.84 " 787.13787.55 788.0 3 787.61787.18787.63 786.56786.93 787.21 787.24 4" x 4 8"782.54 786.15786.62786.3 5 785.88 785.97 785.46 785.30785.87 786.01 785.52 786.35 785.88 785.07785.4 3 785.6 6784.97 784.70 784.52 784.62784.48784.98 785.17 784.68 786.3 6" 785.4 6 784.99 785.33785.78 785.47 784.57 786.66 784.06 781.2 4 783.32 783.52 784.05 781.00 779.60 779.66 785.30785.79 785.73 785.26 784.92785.36 785.05 784.66 784.01784.44 784.02 783.58 783.72 783.17783.24 782.82 782.74 783.28 783.78 785.47 784.43 784.44783.89 782.07782.46 783.00 782.5 5 782.53 782.49 782.86 783.19 783.0 1 783.19 783.59 783.13 783.63 783.14 783.19 782.69 782.38782.92 782.64 782.08 781.82 782.10 783.79 783.86 783.69 783.53 784.66784.66 8" 785.34 784.95 785.41 785.38 785.06 784.59784.72 784.52784.67 785.03 783.86784.47 785.3 782.49 782.59 783.25 782.67783.09 783.60 783.12 783.44783.95 783.63784.08 783.75784.30 12" 782.8 8 782.5 2781.73 781.99 781.19 781.3 5781.85 781.96 781.53 781.56782.07 782.06 781.59781.66781.75 782.09 782.14 781.71 781.6 4782.08 781.46781.90 781.77 781.26 782.10 781.23 780.82 782.1 781.3 781.1 781.7 781.3 780.02 781.3 782.1 781.8 782.2 782.05 781.58 783.22 782.69 784.19 783.00783.54 782.08 783.80784.31 784.30 783.75 788.49 786.37 785.44 781.69 781.22 781.14FFE 781.69 781.12 781.40781.94 781.86782.34 782.54782.99 783.19783.82 781.91 781.01 783.37783.91 783.27783.94 783.72 783.52 782.94 783.00 783.75 783.88 783.3 5 782.80 783.44 782.88 783.54 783.03 782.02 782.19 781.81 781.99782.39 782.36 782.03 782.45782.85 782.23782.66 782.50 782.13 781.3 3781.77 783.9 788.47 788.64 788.67 789.03790.02 792.55 792.13 792.44 788.86 790.96 14" 22" 12" x 3 12" 4" x 310" x 4 800.2 800.4 802.5 800.6 800.1 800.3 800.5 799.3 785.02 788.99 785.5 4 781.9 782.4 783.19 784.30 789.8 791.0 791.3789.08 792.5 16" 796.7 798.7 800.3 781.25 781.32 781.22 781.45 789.01 781.56 781.52 781.82788.88 789.09 789.05 781.80 781.43 781.14 780.95 781.45 780.95781.28 780.1 780.3 780.7 781.4781.56 781.5 2 781.87 781.59782.04781.44781.88 781.70 781.15 779.9 0780.27 779.7 776.7 775.6 780.7 776.6780.6780.7 776.7 781.02 780.76 780.62 780.81 780.54 780.86 780.80 780.62 780.10 780.35 780.41 780.44780.44 780.49 781.09 781.09 780.70 781.89 783.07 783.89 782.33 781.71 787.19 785.01 785.33 784.35784.93 783.77 784.74 784.23784.01784.43783.73 783.32 782.16 782.6 783.71 783.32 783.36 782.99782.90 782.40 782.30 781.95 781.36 781.06 781.02781.35 789.9 804.75 806.0 2 806.41 806.14 806.65 806.8 1806.8 4 809.40 FFE 809.25 808.8 809.0 808.4808.5 807.2 807.9 809.1 809.9 809.4 810.3811.5 811.2 810.7 811.2 811.6 812.2 812.1 811.6 806806.81806.74 804.7 804.6 805.6806.2 806.4 10"12"8"8"10" x 2 806.90 806.90 809.73 812.07 812.10812.1 811.55 811.54 811.9 812.0 812.2 813.0 811.5 811.7 812.2 812.96 814.69 814.40 814.7 814.5 814.6 814.9 814.11 814.06 813.4 811.9 812.0 815.27 806.68 806.84 806.64806.16 806.37 806.08 805.96 806.34 805.98 806.05 806.33 806.23 806.03 805.60 805.73 805.61805.98 806.27 806.34 808.5809.0 7 810.01 TCF 807.4 808.5 808.0808.77808.81808.81 809.81 809.7 7 809.36 808.5 808.29 809.29 TCF 808.46 808.49 FFE 808.6 806.11 805.97 805.76 805.37 805.47 805.37805.82 806.03 806.07 805.78 805.69805.41 804.96 805.11 805.49 805.14 805.38 805.62 805.28805.30 805.69 805.32 805.19 805.49 805.12 805.10 805.02805.50 805.8 4 805.86 806.5 2 806.28 806.39 806.1 7806.55 806.56 806.4 807.8 7 808.05 807.1 808.4 807.4811.3 807.6 806.92 806.8 6 806.81 814.14 814.25 814.02 814.18 814.51 814.58 814.01 812.8 812.4 815.1 815.36 815.35 FFE 815.39 815.10 815.3 815.6 815.44815.4 5 815.44 815.40 816.16 TCF 815.2 815.28 815.84 815.71 815.7 815.0 795.78 797.1 797.1 794.9 794.24794.37794.78 795.91 795.42 795.87 796.28 6" x 2 796.03 795.90 795.71 795.64 795.48 795.05 795.28795.15 795.02 794.90 794.58794.57 795.26 794.95 795.49 794.66795.0 4 6" 805.7 806.5 6" x 10" x 2 8"10" 8"8" 8" 8"10"6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 12"10" 7" 808.96BLD HT 796.88 TCF 8" x 28" 16" 6" x 2 8"6" 8" 6" 6" x 2 6"7"6" 6" x 2 7"8" 6" x 2 6" 6" 6" 795.14795.6 5 794.92795.44 794.9 0 798.06 794.9 6795.46 795.47 794.91 794.96795.46 795.4 3 794.98 795.49 794.5 8 794.1 5794.6 8 793.53 792.93 793.0 7793.60 793.78 793.3 2 793.78 793.6 8 793.16 793.19793.70 793.7 2 793.16 793.83 794.39 6" 6" x 3797.9 10" x 2 802.81 SBH B17 799.91 SBH B20 6" 6" 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8"6"6"6"6"6" 9" 807.85 SBH B15 790.65 791.43 790.96 791.36 790.93 791.32 790.99 791.22 793.69 793.11 790.23 791.00 790.5 4 790.71791.17 793.03 792.53 6" x 5 6" 10" 8" 6" 6" 788.53 788.08 787.54787.98787.71 787.30787.0 2787.43 786.63787.12 786.33785.85 786.28786.77 787.04 786.61 786.61787.00 786.8 9 786.36 786.46786.96 786.97 786.4 8 787.06 786.54 786.6 6787.14 787.29 786.84 788.55788.95 788.44 789.99 791.5 0 790.9 8 790.84791.35 792.76793.73 792.39 790.93 790.83792.24 792.07 791.14 790.3 7 791.1 1 792.1 0 811.94 SBH R5 812.02 SBH P2 810.76 SBH P1810.92 SBH B1 812.13 SBH B2 810.17 SBH R2 806.58 SBH R1 812.05 SBH R3 812.69 SBH R4 811.57 SBH R6 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 8 S 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7809.47 SBH G1 792.81 SBH P4 788.20 SBH P3 100 SIP 1 W/CAP 101SCC T/C @HYD 102 SCC T/C @HYD 103 SCC T/C @HYD 104 SCC T/C @HYD 106 SCC T/C @HYD107 SCC T/C @HYD 108SCC T/C NOSE 109 SCC T/C 110 SCC T/C @HYD 112SCC T/C @HYD 114 SCC ON S/W @HYD 115 SCC T/C @HYD #20121 SANITARY MH RIM=794.15 IE 8" PVC N=788.05 #20197 STORM INLET RIM=792.46 IE 12" RCP S=789.06 #20110 WATER VALVE VAULT RIM=793.44 TP N, S=787.49 #20203 STORM INLET RIM=792.33 IE 12" RCP N=789.63 #20507 STORM INLET RIM=784.52 IE 12" RCP E=781.57 IE 18" RCP N=781.47 NO OTHER VISIBLE PIPES #20527 STORM INLET RIM=784.57 IE N, UNABLE TO MEAS. COULD NOT OPEN #20528 STORM MH RIM=786.66 IE 48" RCP W=776.11 #20529 STORM MH RIM=784.06 IE 48" RCP W=776.31 #20530 STORM INLET RIM=781.24 IE 12" CPP S=777.44 #20531 STORM MH RIM=783.32 IE 48" RCP E=775.97 IE 12" PVC N, UNABLE TO MEAS. #20532 STORM MH RIM=783.52 IE 48" RCP E=775.82 IE 12" PVC N, UNABLE TO MEAS. IE 12" PVC S=775.92 #20533 STORM MH RIM=784.05 IE 48" RCP W=775.90 IE 12" PVC S=776.00 #20534 WATER VALVE VAULT RIM=781.00 TP E, W=774.55 #20535 STORM INLET RIM=779.60 IE 12" RCP N=777.50 #20537 STORM INLET RIM=779.66 IE 12" RCP N=777.21 IE 12" RCP S=777.26 #20743 STORM INLET RIM=780.02 IE 12" RCP S, UNABLE TO MEAS. BOTTOM OF DEBRIS=776.32 PIPE PARTIALLY BLOCKED #20733 STORM MH RIM=782.10 IE 48" RCP E=776.45 IE ? RCP W=776.40 IE 12" RCP NW=776.50 #20754 STORM MH RIM=784.19 IE 48" RCP W=776.79 IE 4" CPP E=779.99 #20877 STORM MH RIM=782.02 IE 10" RCP NE=775.67 IE 12" RCP SE=775.67 IE 12" RCP W=775.57 IE 10" RCP NW=775.57 #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #22172 STORM INLET RIM=794.24 IE 10" RCP N=792.09 2" GAS PER ATLAS 6" x -42 0.188" GAS PER ATLAS 8" x -42 0.203" GAS PER ATLAS EXISTING BUILDING BIT. BIT. BIT. CONC. WALK BIT. PARKING LOT EXISTING BUILDING EXISTINGBUILDING CONC. WALK BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT CONCRETE CANOPY CONC.WALLMATCH LINEASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.62 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3240' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANN:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:42:45 AM 8 14.9 8 13.2 813.3 814.1 801.4 801.1 800.5 800.8 800.4803.54 803.3 8 803.50 800.2 800.3 800.27 800.36 798.6 798.5 798.4 798.9 798.7 796.9 798.1 796.4 797.2 797.2 796.0 795.6 795.1 795.2 795.1 796.3 794.0 794.0 794.2 794.6 794.7 794.7 794.2 794.0 794.2 794.1 794.0794.1 794.3 793.3 793.4 795.2797.2 800.1 800.4 783.6 782.8 783.4 782.0 779.6 776.2 780.2 782.9 782.8 782.2 782.7 779.9 777.1778.8781.7 780.3782.0 775.4 774.6 773.8 774.8 775.4 779.2 780.8 779.3 776.4774.5 772.8 774.1 774.3 774.1 773.2 773.6 774.1 772.6 771.7 774.0 770.5770.9 771.3 773.2 774.3 772.6 774.8 777.6 778.2 774.2775.2776.2777.3778.5780.9779.9 780.4779.0 780.3 781.4 780.6 778.2 777.2 776.3 775.4 774.3 773.8 774.8 776.0777.6778.5780.2779.6 778.5779.7 783.1 782.8 782.4 781.3 779.9 778.2 777.3 774.4 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798.3 798.6 798.5 798.2 798.0 797.9 797.9 797.6 797.4 797.2 797.0 796.4 796.2 796.0 796.1 795.4 795.0 794.7 794.6 794.5 794.0 793.4 792.8 792.0 791.4 790.7 790.1 789.8 789.6 789.4789.9 790.4 791.0 791.7 792.4 793.1 793.9794.4 795.0795.6 796.2 796.9 797.7 798.4 798.7 798.8 798.5 797.4 797.1 797.7 798.1 797.9 797.6 797.2 796.3 795.6 794.8 794.3 793.8 793.4 792.8 792.0 791.4 790.8 790.3 789.7 789.3 788.8 788.4 788.0788.9 789.5 790.0 790.6 791.3 791.8 792.7 793.3 794.0 794.7 795.5 796.2 796.9 797.3 797.7 797.6 797.5 797.0796.3 795.5 794.8 794.6 794.8 795.6 796.3 796.5 796.4 796.2 795.7 795.0 794.2 793.3 792.5 791.8 791.1 790.5 790.0 789.2 788.4 787.6 786.9 785.8 785.3 784.9785.6 786.5 787.2 787.9 788.5 789.2 790.1 791.0 791.8 792.8 793.5 794.0 794.4 794.8 795.3 795.0 794.7 794.2 793.6 792.8 792.7 792.5 792.5 793.0 793.4 793.6 793.0 792.5 792.1 791.6 791.3 791.1 790.5 790.1 789.4 788.7 787.8 787.0 786.3 785.3 784.6 783.9 783.3 782.9 782.6 782.9 783.6 784.5 785.6 787.0 787.9 788.4 789.0 789.4 789.7 789.8 790.0 790.2 790.7 791.2 791.7 792.4 792.8 792.6 792.4791.8 791.1 790.5 789.7 789.8 790.5 791.3 791.8 791.2 790.4 789.8 789.5 789.2 789.1 788.9 788.8 788.8 788.6 788.1 787.3 786.3 785.3 784.0 782.8 782.0 781.2 780.7 780.5 781.0 782.0 782.9 784.2 785.1 786.2 786.8 787.1 786.9 787.1 787.3 787.3 787.7 788.2 789.7789.9 789.3 788.5 787.9 787.7787.3 786.7 785.9 785.1 785.4 785.3 785.2 785.3 785.6 786.3 786.4 785.8 785.3 785.0 784.7 784.5 784.6 784.8 784.8 784.3 783.5 782.6 781.7 781.4 780.9 781.5 782.0 782.2 782.4 782.4 782.6 782.4 782.7 782.8 783.1 783.5 783.5 783.3 783.2 783.3 783.5783.6783.6783.0 782.2 781.4 780.8 78 780.5 781.4 782.0 783.2 784.1 784.9 785.4 786.1 786.9 787.7 788.5 789.4 790.4 791.3 792.0 792.7 793.3 793.7 794.2 794.9 795.6 796.3 796.8 797.1 797.2 797.5 797.5 797.3 797.3 797.4 798.0 798.3 798.6 799.0 799.4 799.8 800.2 800.3 800.4 800.8 801.2 801.1 801.2 801.3 801.3 801.5 801.3 800.8 800.7 800.5 800.3 800.4 800.2 800.2 800.3 800.6 801.4 802.1802.9 803.5 803.4 803.2 802.9 802.6 803.1803.8 804.4 805.2 805.4 806.1 806.9 807.3 807.9 808.9 809.7 809.2 808.3 807.0 806.0 805.3 805.6 806.2 807.0 808.5 809.9 810.8 810.7 810.5 809.5 808.2 807.0 806.0 805.2 804.5 803.9 804.5805.2805.6 806.2 807.1 807.9 808.7 809.6 810.2 810.4 810.4 810.3 810.7 810.7 811.2 811.1 810.9 810.6 810.4 810.2 810.0 809.8 809.6 809.5 808.3 807.7807.2 806.3 806.1 806.0 806.006.4 7 808.1 807.8 807.5 807.4 807.0 807.0 806.9 807.3 807.1 807.1 806.6 805.9 805.3 804.9 803.0 801.6 800.9 800.4 799.2 798.3 797.5 796.6 795.8 794.8 793.9 793.3 792.4 791.8 791.2 790.7 790.1 789.8 789.7 789.9 789.8 789.5 789.3 789.0 789.4 789.9790.6791.3 792.1 792.8 793.2 793.8 794.4 795.1795.9796.8 797.3 797.8797.8 797.4 796.8 796.1 796.7 797.2 797.2 796.9 796.5 795.8 794.8 793.8 793.1 792.4 791.6 791.1 790.5 789.8 789.1 788.1 787.6 786.9 787.5 788.1 789.0 789.5 790.3 791.0 791.9 793.0 793.8 794.8 795.3 795.9 796.2 796.4 796.2 795.4 794.6 793.8 793.2 793.5 794.0 794.2 794.2 793.8 793.4 793.1 792.7 792.1 791.3 790.5 789.8 789.1 788.1 787.3 786.6 785.8 784.9 784.1 784.5 785.3 786.1 787.3 788.1 788.7 789.1 789.0 788.8 788.6 788.3 788.0 788.2 789.3 789.0 787.7 786.2 785.3 785.0 784.9 784.0 783.2 782.5 781.6 780.8 781.1 782.0 782.7 783.8 784.2 784.6 784.8 785.3 785.8 786.7 787.5 787.4 787.1 787.2 786.9 787.1 787.5 787.8 788.1 788.1 787.7 786.9 786.1 785.1 784.1 783.7 783.1 782.2 782.0 782.4 782.7 783.4 784.3 785.2 785.9 786.6 787.1 787.0 786.6 786.2 785.9 785.8 785.6 785.4 785.4 784.9 784.2 783.4 782.6 782.2 781.9 781.5 781 781.1 781.7 782.4 783.3 784.1 785.1 786.2 787.6 789.2 789.8 789.6 789.4 789.4 789.6 789.8 789.9 790.1 790.2 790.4 790.5 790.4 790.3 790.4 790.4 790.7 790.6 790.7 790.5 790.4 790.3 790.3 790.3 790.5 790.5 790.6 790.5 790.5 790.5 790.8 791.1 791.3 791.4 791.4 791.7 792.0 792.1 792.3 792.6 792.6 793.0 793.2 793.6 794.2 794.4 794.7 794.7 794.5 794.4 794.2 794.3 794.0 794.6 795.5796.3 796.8 797.0 796.6 796.7 796.8 797.1 797.4 797.7 797.8 797.7 797.2 796.7 796.5 796.6 796.4 796.4 796.0 795.7 795.3 794.9 794.9 794.6 793.9 793.4 793.4 793.2 793.2 793.3 793.2 793.0 793.1 793.8794.3 794.9 795.7 796.0 796.3 796.8 797.1 797.6 797.8 798.5 798.8 799.1 799.1 799.1 799.5 799.8 799.9 800.1 800.2 800.1 800.2 799.9 799.7 799.7 799.5 799.2 798.9 798.2 797.4 796.9 796.3 796.9 797.6 798.0798.2798.9800.3 800.7 800.7 801.0 801.4 801.5 802.2 802.2 803.2803.9804.9 805.4 805.7 805.2 804.7 803.8 803.6 803.7 803.3 803.9 804.4 805.0 805.9 806.7 807.0 808.2 809.2 810.1 809.8 808.5 806.9 806.5 806.4 806.4 806.6 807.1 807.6 808.3 808.8 809.5 809.9 810.7 811.3 812.0 812.1 812.0 1 0.6 810.2 809.8 813.97 813.96 8 14.98 8 15.12814.99 814.91 814.17 813.66 813.37 812.78 813.6 813.3 813.3 813.06 0 814.62 814.56814.96 814.07 813.90 813.89814.06 813.3 6 813.10 813.06 813.13 813.60 813.75 813.5 0 813.52 813.47 813.68814.16 813.69814.14 814.22 814.42 814.24 815.2 815.2 814.99 815.04 816.12 TCF G815.71 815.89 813.43 815.3 E815.46 814.07 813.80 813.80 813.42 813.39813.42 813.57813.61 813.16 813.2 3 813.09 813.91 814.07 814.13 815.1 8 816.15 TCF 814.9 814.3 813.1 812.3 811.9 812.4 812.4 814.16 814.09813.54 813.17 813.31813.79 813.32813.46 813.44 813.80 815.41 815.59 FFE 817.38 FFE 815.44 816.52 816.63 816.52 815.32 815.23 815.22 TP CH LINE#2062 STORM INLET RIM=813.06 " RCP E=809.71 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 908 TORM INLET M=794.41 12" CPP N=791.51 10" RCP S=791.69 #2055 E VAULT M=813.66 S=807.66 WATER ELEV. = ±778.2 ON 01-28-21 SBM #1 WINDOW WELL 2 STORY FRAME BUILDING CL DITCHCL DITCHCL DITCH EDGE OF TREES EDGE OF TREES FIP 3/4 FIP 1 E FIR 3/8 FIP 3/4 806.02 806.41 806.14 806.65 806.81806.84809.40FFE 809.25 808.8 809.0 808.4808.5 807.2 807.9 809.1 809.9 809.4 810.3811.5 811.2 810.7 811.2 811.6 812.2 812.1 811.6 803.7 803.7 805.6806.2 7806.81806.74 804.7 804.6 805.6806.2 806.4 10"12"8"8"10" x 2 806.90 806.90 802.0 802.3 804.2 805.4 806.46 806.6 806.5 807.7 7 805.3 805.3 804.7 803.1 802.88 803.4 802.6 801.7 801.3 801.0 802.0 801.7 802.0 801.2 801.2 801.47 809.73 812.07 812.10812.1 811.55 811.54 811.9 812.0 812.2 813.0 811.5 811.7 812.2 812.96 814.69 814.40 814.7 814.5 814.6 814.9 814.11 814.06 813.4 811.9 812.0 815.27 806.68 806.84 806.64806.16 806.37 806.08 805.96 806.34 805.98 806.05 807.93 TCF 807.25 FFE 807.43 807.2 806.9 806.8 806.7 807.04 806.68 807.35TCF 806.96 806.2 806.0 806.4807.24 807.54 804.9 805.0 804.2804.4 800.3 806.33 806.2 3 806.03 805.60 805.73 805.61805.98 806.27 806.34 808.5809.07 810.01TCF 807.4 808.5 808.0808.77808.81808.81 809.81 809.77 809.36 808.5 808.29 809.29 TCF 808.4 6 808.49FFE 808.6 806.11 805.97 805.76 805.37 805.47 805.37805.82 806.03 806.07 806.4 806.89 806.76 FFE 806.91 806.9 806.3805.78 805.69805.41 804.96 805.11 805.49805.14 805.38 805.62 805.2 8805.30 805.69 805.32 805.19 805.49 805.12 805.10 805.02805.50 805.84 805.86 806.52 806.28 806.39 806.17806.55 806.56 806.4 807.87808.05 807.1 808.4 807.4811.3 806.2 806.70 805.8 805.8 803.7 804.3 800.4 807.6 806.9 2 806.86 806.81 814.14 814.2 5 814.02 814.18 814.51 814.58 814.01 812.8 812.4 815.1 815.3 6 815.39 815.10 815.3 4 815.28 815.84 815.71 815.7 815.0 792.98 789.7 790.0 7 790.93 TCF 790.66 790.48790.54 790.4 792.2792.7 4" 793.0 793.4 791.8 790.9 790.7 790.46 790.42 790.32 790.0 791.4 791.26 793.2 18" x 2 18" x 2 22" x 4 8" 792.2 792.4 792.1793.1 792.9 792.4 792.8 792.81 792.6 793.2 792.9 792.9793.1 16" x 2 792.4 792.21 5" x 5 24" x 2 792.12792.0 792.7 792.5 792.5 790.1 9 789.5 791.30 790.91 790.0790.2 790.9791.07 791.11 791.00 791.1791.1 790.6 790.7 790.3 790.93 791.61 TCF 793.51 789.60789.8790.0 790.34 790.16 789.4789.0 789.67 789.80789.98 789.93 789.71 790.40 791.05 TCF 789.1788.2 788.4 788.9788.4788.40 788.85TCF 789.9 789.44 790.0 0 790.0 4 790.2 789.3 789.46 789.05 790.34 TCF 788.4 788.16 788.16788.15 788.9 790.2 791.6 791.5 792.2 793.8 793.5 790.08 789.89 789.84 790.25 790.51 790.07 792.7 793.23 795.44 790.62 790.5 790.5791.4 791.0 791.6 790.7 15"12" 14" 16"18" 18" x 2790.2791.4 791.0 791.1 790.6 14"790.66 5" x 5 787.4 787.1 786.8 787.00 787.43TCF787.41 787.48 787.05 787.58 FFE 786.83 786.6 787.0787.5 787.3 15" 790.2790.5 790.4 790.3 790.26 790.19 6" 790.4790.3 22" x 2 790.1 790.118" 15" 4" 787.61 788.74TCF 786.9 784.3 787.6 787.00 789.7 6 789.7 790.1 790.0 789.5 789.4789.7 789.7 789.4 790.06 789.6 789.1 788.7789.2 6" 789.4 788.8 24" 788.7789.4 789.4 20" 12" x 3 789.14 788.6789.3 30" 788.5789.2 6" 4" x 4 789.1 788.8 789.1 788.9 12" x 10 785.8 785.0 785.38 785.6785.78 785.65 785.37 785.46 785.8 785.9 785.2785.16 785.99 TCF 787.09 787.48 TCF 787.4 4 786.7 786.74 787.44 788.18 TCF 787.2 787.6 787.1 786.8 787.2 787.2 6 787.36 786.8 787.17786.85 787.90 TCF 787.4 787.65 787.72 787.93 787.79 787.72 788.17 787.67 787.74 787.8 787.8 787.2 786.9 787.4 787.3 788.7 789.03 788.40789.34 788.4 786.88 786.8 787.70TCF 788.0 3 781.48 782.14 782.9 6 781.20 781.22 782.36 782.92 784.45 784.04 784.4 9 783.34 782.85 786.0 785.1 785.7 784.12 783.9 0784.25784.60 784.66 785.4 784.8 784.9787.10 787.23FFE 787.78 TCF 786.2 787.03 787.38 FFE 787.15FFE 787.1 786.1 787.10 787.56 FFE 787.50 787.42 786.3 785.5 786.0 784.97 784.8 8 784.41 784.02 784.31 783.70783.43783.84 784.15 784.16 784.6 785.7 786.0787.6787.4 785.7 786.8 785.9 784.8 785.25 785.33 FFE 785.19 785.43 784.4 784.1 783.79 783.22 782.75 782.90 785.57 784.4 784.0 785.3 782.34782.21782.65 783.12 783.20 782.11 781.97 782.10 782.02782.46 782.91782.58 782.51 782.64 782.69 783.05783.18 782.92 782.81 782.65 782.02 782.05 782.47 782.01 781.79 782.02 781.69781.86 781.93 782.28 781.83 781.99782.44782.75782.89 782.76 782.62 782.92782.9 4783.00 782.9 5783.34 783.4 6 783.43 784.5 783.0 783.7785.62 785.20786.0 786.0 783.5 785.9 785.2 785.0 786.59 786.11FFE 786.16 785.84 785.9786.67 786.95 787.0 786.6 785.7 785.47786.13 786.39 785.3 784.7 786.26 786.1 8784.4 784.3783.26 783.47783.46 787.43FFE 787.32787.21 787.3 787.5 4 786.6785.9787.8 786.7 785.5 787.1 787.2786.8787.9 788.3 787.9 787.4788.16 788.0 7 787.86 787.39 787.606"788.2 789.0 6" 6" 6" x 2 788.1787.5 788.3 788.5787.7 788.6 788.8 788.8 788.4 789.1 788.9 788.53 788.9 788.45 787.86 787.48 788.3 786.7 786.65786.5 5 786.70786.83 786.00 785.5 9 785.90785.64786.07 785.70 784.56 784.86 784.45 786.2 6 786.21 784.88 784.9 2 784.55 784.42 783.7 1 784.09 783.64 783.7 1 783.40783.87 784.40 784.42 783.9 782.69 782.25782.73 783.6 4 783.64 782.42 784.30784.11784.50 784.79 784.8 2 785.8 783.64 783.36783.77 784.17 784.18 785.1 784.7 785.0 787.74TCF 785.9786.81 786.73 787.02 FFE 787.16 786.6 785.5 786.6 786.9 0 786.1 787.8787.77 784.50 784.43 787.2 784.29 784.19 783.39 782.97 783.36783.79 783.46 783.58 785.28 785.04785.41785.87 785.9 5 786.6 786.5 787.5789.51 790.02 FFE 787.7 788.28 788.23 FFE 789.84 789.33 789.0 790.78 791.07 FFE 789.3 788.4 788.6 787.85 787.77 787.22 786.82 787.11 786.88 787.14 787.43787.12787.54 788.04 788.10 790.91 790.4 790.32 FFE 789.2 788.5 788.8 790.31 789.9 788.6 789.2 789.98 789.92 789.5 789.80 789.87FFE 788.99 788.6 788.7 786.82787.25 787.79 787.86 787.78 787.67 787.04 786.58 6" x 10" x 2 8"10"8"8" 8" 8" 10"6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 8" x 28" 16" 6" x 2 8"6" 8" 6" 6" x 2 6"7"6" 6" x 2 7"8" 6" x 2 6" 6" 6" 802.81 SBH B17 799.91 SBH B20 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8"6"6"6"6"6" 9" 807.85 SBH B15 6" x 5 6" 10" 8" 6" 6" 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 803.65 SBH B6 797.96 SBH B7 792.93 SBH B8 792.05 SBH R11 790.79 SBH G9 790.59 SBH R12 789.86 SBH G8 788.77 SBH R21 789.45 SBH B25 789.06 SBH P5 792.82 SBH B24 793.10 SBH R20 792.26 SBH B19 793.29 SBH B14797.23 SBH B13 795.13 SBH B18 795.41 SBH B23 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 801.12 SBH R14 798.50 SBH G6 796.38 SBH R19 799.26 SBH R13 802.55 SBH G6 800.88 SBH R10 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7 792.81 SBH P4 788.20 SBH P3 114 ON S/W @HYD 115SCC T/C @HYD 116 SCC T/C @HYD 117 SCC T/C @HYD 118 SCC T/C @HYD 119 SIP 1 W/CAP 122 FCC T/C #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #21281 SANITARY MH RIM=806.68 IE 8" PVC N, S=795.83 #21244 WATER VALVE VAULT RIM=801.47 TP 12" DIP N, S=794.87 #21765 SANITARY MH RIM=788.03 IE 8" PVC E=777.03 #21768 STORM MH RIM=782.96 IE 24" RCP N=777.44 IE 24" RCP S=777.46 #21767 STORM MH RIM=782.14 IE 24" RCP N=777.54 IE 24" RCP S=777.69 IE 15" RCP E=777.74 IE 10" RCP SW=778.04 #21771 SANITARY MH RIM=782.36 IE 8" PVC E, W, S=771.76 #21770 STORM INLET RIM=781.22 IE 10" RCP N=778.42 #21769 STORM INLET RIM=781.20 IE 10" RCP E, S=778.40 IE 15" RCP W, UNABLE TO MEAS. #21766 STORM INLET RIM=781.48 IE 10" RCP NE=778.53 #22005 WATER VALVE VAULT RIM=786.83 TP E, W=781.48 #21772 WATER VALVE VAULT RIM=782.92 TP N, S=776.22 #21774 STORM MH RIM=784.04 IE 24" RCP N=778.89 IE 24" RCP S=778.94 IE 10" RCP E=779.09 #21773 SANITARY MH RIM=784.45 IE 8" PVC N, S=770.15 #21777 STORM INLET RIM=782.85 IE 10" RCP SE=780.15 #21776 STORM MH RIM=783.34 IE 24" RCP N=778.44 IE 10" RCP NE, SE,NW=779.59 IE 15" RCP E=779.84 BOTTOM=777.64 #21775 WATER VALVE VAULT RIM=784.49 TP N, S=778.49 EXISTINGBUILDING EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING SBM #2 NO ACCESSTO YARD ATTIME OF SURVEY EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTINGBUILDINGPOOL WOOD FENCE WOOD DECK WOOD DECK WOOD DECK WOOD DECK CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOODFENCE WOOD FENCE WOOD FENCE WOODFENCE WOOD FENCEMATCH LINEREVISIONS 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3340' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.62 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE N:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:43:35 AM FIR 5/8"FIR 5/8"FIP 1"FIP 1/2"FIP 3/4"FIP 3/4"FIP 3/4"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 5/8"FIR 3/4"FIP 3/4"FIR 5/8"P.O.C.SW. COR.OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OFF.A. ROUTE 21 AS PER CIRCUITCOURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR. DOC.2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2C O L OM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 (N00°06'39"W)(574.15')(S57°19'14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°05'03"E)(132.39')(S00°04'30"E)(1090.14')(S89°35'18"W)(1458.85')(N00°06'45"E)(507.00')(N89°35'18"E)(528.84')(N00°06'19"W)(100.30')(N00°06'14"W)(302.77')(S89°53'39"E)(198.02')(N89° 35' 18"E)(405.18')(N00°04'57"E) (507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89°28'57"E][N00°12'40"W][N00°12'35"W][S90°00'00"E][N00°13'00"W] THE OAKS OF McHENRY PHASE 2 DOC. 1999R0031334McHENRY COMMONS SUBDIVISIONMcHENRY COMMONSSUBDIVISION 2THE OAKS OF McHENRY PHASE 1 DOC. 90R46649LOT 3RUBLOFF TOWNECENTRE SUBLOT 2RUBLOFF TOWNECENTRE SUBLOT 2LOT 113OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT ALOT 6110' PUBLIC & MUNICIPALEASEMENT PER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENT PER DOC. 35107920' UTILITY EASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20' 6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150. 0 0 ' 175. 0 0 'LOT 5STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATED PER DOC. 2001R0013473FCCFIP 3/4"FIP 1"FIP 1"FIP 3/4"FIP 1"FIR 3/8"FIP 3/4"FIR 1/2"FIR 5/8"FIR 5/8"FIR 5/8"50.00'10' EASEMENT GRANTED TO NORTHERN ILLINOIS GASCOMPANY DOC. 77755 AS SHOWN ON RUBLOFF TOWNECENTRE SUBDIVISION DOC. 2001R001347312' P.U.E. PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347330' BUILDING SETBACK LINE15' PARKING SETBACK LINE30' BUILDING SETBACK LINE 15' PARKING SETBACK LINE DOC 2001R0013473DOC 2001R0013473N00°05'08"E 574.15'S57°07'27"E 296.12'S65°27'51"E 400.78'S61°53'16"E132.39'S00°07'17"W 1090.12'S89°46'51"W 1458.85'N00°18'32"E 507.02'N89°46'51"E 528.84'N00°05'28"E100.33'N00°05'33"E 302.77'S89°41'52"E 198.02'STORMWATER MANAGEMENTEASEMENTHEREBY GRANTED30' BUILDING SETBACK LINE 15' PARKING SETBACK LINE S00°18'32"W 182.46'N89°46'51"E 269.06'S82°42'03"E 186.45'N89°46'51"E 832.77'300.16'77.39' 789.96'170.97'357.87'508.45'N89°41'30"E304.36'N74°37'57"E152.03'S89°54'51"E279.70'12' P.U.E. PER DOC. 2001R0013473 ACCESS EASEMENTHEREBY GRANTED24' 24'28'28'ACCESS EASEMENTHEREBY GRANTEDFIR 5/8"0.18' N0.11' WBENT WEST0.29' S'LY0.71' W'LY0.14' N'LY0.22' W'LY@ CORNER@ CORNER0.44' WON LINE0.20' W@ CORNERON LINEON LINE0.80' S0.16' N0.36' N0.10' NON LINE0.14' N0.30' S &ON LINE0.13' W0.41' S &0.92' W0.18' N &0.08' W0.09' W0.20' N &0.06' W0.14' N &ON LINE(60' PUBLIC ROAD AND R-O-W)(60' PUBLIC ROAD AND R-O-W) (60' PUBLIC ROAD AND R-O-W)080 40 80 160 320REVISIONSDATENO. 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 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2180'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-24-21VP04.1THE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42°21'30.99516" NLONGITUDE: 88°15'49.76303" WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.P.I.N. 09-23-400-004 09-23-400-031PROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINEW WESTE EASTS SOUTHN NORTHSECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEU.E. UTILITY EASEMENTINFORMATION TAKEN FROM DEEDMEASURED DATUMP.U.E. PUBLIC UTILITY EASEMENTD.E. DRAINAGE EASEMENTEXCEPTION TO BLANKET EASEMENT[CALC](REC)MEAS.ETBERECORD DATUMFOUND IRON RODFOUND PK NAILSET IRON PIPEFOUND IRON PIPEFIPSIPFIRFPKCB CHORD BEARINGA ARC LENGTHR RADIUSFOUND CUT CROSSFCCSET MAG NAILSMGEXISTING RIGHT-OF-WAY LINE104PROPOSED LOT NUMBERADJOINING LOT NUMBER 1. SUBDIVIDED LOTS AND EXTERIOR BOUNDARY CORNERSSHALL BE MONUMENTED WITH 3/4'' IRON PIPES WITHPLASTIC CAPS, UNLESS SHOWN OTHERWISE, INCONFORMANCE WITH STATE STATUTES AND LOCALSUBDIVISION CONTROL ORDINANCES WITHIN 12 MONTHSOF RECORDATION OF THE PLAT.SET CONCRETE MONUMENTSCMLOTNUMBERAREA INSQ.FT.AREA INACRES1 897,638 20.60692 481,916 11.0633TOTAL THISSUBDIVISION1,379,55431.6702V3 Companies, Ltd.7325 Janes AvenueWoodridge, IL 60517630-724-9200Project Manager : Chuck Bartoszcbartosz@v3co.comContinental 561 Fund LLCW134 N875 Executive ParkwayMenomonee Falls, WI 53051262 502 5500Contact: V3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan Wagner, P.E.rwagner@v3co.comBenjamin Lang REVISIONSDATENO. 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 100EngineersScientistsSurveyorsv3co.com630.724.0384 fax630.724.9200 voiceWoodridge, IL 60517MENOMONEE FALLS, WI 53051W134 N875 EXECUTIVE PARKWAY262-502-5500CONTINENTAL PROPERTIES CO., INC.CWB2280'AUTHENTIX AT MCHENRY, MCHENRY, ILLINOISFINAL PLAT OF SUBDIVISIONMLPCWB20776N/A03-25-21VP04.1STATE OF ILLINOIS )) SSCOUNTY OF DUPAGE )THIS IS TO CERTIFY THAT I, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188,HAVE SURVEYED AND SUBDIVIDED THE FOLLOWING DESCRIBED PROPERTY:PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRDPRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAIDSECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINETHEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THEEAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TOSAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWESTCORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGTHE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONGSAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINETHEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET);THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAIDSOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF,RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEASTQUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISIONOF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THEEAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.I FURTHER CERTIFY THAT ALL REGULATIONS ENACTED BY THE CITY OF MCHENRY RELATIVE TO PLATSAND SUBDIVISIONS HAVE BEEN COMPLIED WITH IN THE PREPARATION OF THIS PLAT.I FURTHER CERTIFY THAT THE ANNEXED PLAT IS A CORRECT REPRESENTATION OF SAID SURVEY ANDSUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. PERMANENTMONUMENTS WILL BE SET AT ALL LOT CORNERS, EXCEPT WHERE CONCRETE MONUMENTS AREINDICATED.I FURTHER CERTIFY THAT THE ABOVE DESCRIBED AREA FALLS IN ZONE X, AREAS OF MINIMAL FLOODING,PER FIRM MAP NUMBER 17111C0207J, EFFECTIVE DATE NOVEMBER 16, 2006.DATED THIS ____ DAY OF ___________, A.D., 20___.______________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.cbartosz@v3co.comPART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS.SURVEYOR'S AUTHORIZATION CERTIFICATEI, CHARLES W. BARTOSZ, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3188, DO HEREBY AUTHORIZETHE CITY OF MCHENRY, OR THEIR AGENTS, TO FILE WITH THE MCHENRY COUNTY RECORDER'S OFFICETHE PLAT OF SUBDIVISION KNOW AS AUTHENTIX AT MCHENRY, BEING A SUBDIVISION OF PART OF THESOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPALMERIDIAN, IN MCHENRY COUNTY, ILLINOIS.___________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR #3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022V3 COMPANIES LTDPLANNING AND ZONING COMMISSION CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I HEREBY CERTIFY THAT ON ____________________, 20____ THE ANNEXED PLAT WAS PRESENTED TOAND DULY APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF MCHENRY ANDTHAT SAID PLAT CONFORMS IN ALL RESPECTS TO THE REQUIREMENTS OF THE SUBDIVISIONCONTROL AND DEVELOPMENT ORDINANCE OF THE CITY OF MCHENRY, ILLINOIS.___________________________________________PLANNING AND ZONING COMMISSION CHAIRMANOWNER'S SCHOOL CERTIFICATESTATE OF ILOINOIS )) SSCOUNTY OF ________ )THIS IS TO CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, ALL OF THE LAND LOCATED WITHIN THISPLAT OF SUBDIVISION IS LOCATED WITHIN MCHENRY ELEMENTARY SCHOOL DISTRICT 15 AND MCHENRYHIGH SCHOOL DISTRICT 156.DATED THIS ______ DAY OF _______________, 20____.BY:__________________________________________ OWNERCOUNTY CLERK' S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, COUNTY CLERK OF MCHENRY COUNTY, ILLINOIS, DO HEREBY CERTIFYTHAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT GENERAL TAXES, NO UNPAIDFORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED IN THEANNEXED PLAT (MC-90-527)GIVEN UNDER MY HAND AND SEAL AT WOODSTOCK, MCHENRY COUNTY, ILLINOIS THIS ______ DAY OF_______________, 20____ .______________________________[COUNTY CLERK SEAL] COUNTY CLERKSTORMWATER MANAGEMENT EASEMENT PROVISIONSA NON-INCLUSIVE STORMWATER CONTROL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TOTHE CITY OF MCHENRY ("CITY") FOR ALL AREAS HEREON PLATTED AND DESIGNATED AS "STORMWATERMANAGEMENT EASEMENT", FOR A STORMWATER CONTROL FACILITY TO BE MAINTAINED BY THE OWNEROF SAID FACILITY IN ACCORDANCE WITH CITY ORDINANCES AND APPROVED ENGINEERING PLANS. SAIDEASEMENT SHALL FURTHER GRANT AND ALLOW THE CITY, ITS CONTRACTORS AND OR ASSIGNS, THERIGHT TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND OPERATE STORMSEWER PIPES AND STRUCTURES WITHIN SAID EASEMENT AND TO CONVEY STORMWATER WITHIN ANYSAID STORM SEWERS. NO ENCROACHMENT OF ANY KIND SHALL BE ALLOWED WITHIN SAID EASEMENTUNLESS THE CITY HAS DETERMINED THAT SAID ENCROACHMENT SHALL NOT INTERFERE WITH THEPROPER FUNCTIONING OF SUCH FACILITY, SUCH AS GARDENS, SHRUBS AND OTHER LANDSCAPINGMATERIAL.THE CITY SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER WITH PERSONNEL ANDEQUIPMENT UPON SAID EASEMENT AT ANY TIME FOR THE PURPOSES OF ACCESS TO AND INSPECTIONOF THE STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN SAID EASEMENT. IF THE OWNER FAILSTO MAINTAIN SAID FACILITIES AND, AFTER RECEIPT OF NOTICE FROM THE CITY OF SAID FAILURE, THEOWNER FAILS TO MAKE REQUIRED REPAIRS IN A REASONABLE PERIOD OF TIME, THE CITY MAY MAKETHE REQUIRED REPAIRS AND SEEK REIMBURSEMENT FROM THE OWNER FOR THE COSTS INCURRED BYTHE CITY TO MAKE THE REPAIR AND/OR FILE A LIEN ON THE PROPERTY. NO CHANGES SHALL BE MADETO SURFACE IN THE STORMWATER MANAGEMENT EASEMENT AREAS WITHOUT PRIOR APPROVAL OFTHE CITY ENGINEER.3188PROFESSIONALSURVEYORSTATE OFILLINOISLAND3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDOWNER'S CERTIFICATESTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED ABOVE AND THAT NOOTHER PERSON HAS ANY RIGHT, TITLE, OR INTEREST IN SAID LAND, AND THAT SAID OWNERS HAS CAUSEDTHE SAME HEREBY SURVEYED AND SUBDIVIDED, AS INDICATED THEREON, FOR THE USES AND PURPOSESTHEREIN SET FORTH, AND TO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLETHEREON INDICATED.DATED THIS ______ DAY OF _________________________________, A.D., 20 ____._____________________________________________________NAME_____________________________________________________ADDRESSNOTARY PUBLICSTATE OF ILLINOIS ) ) SSCOUNTY OF _______ )I, __________________________________________, A NOTARY PUBLIC IN AND FOR THE RESIDING IN THECOUNTY AND STATE AFORESAID, DO HEREBY CERTIFY THAT _______________________________ PERSONALLYKNOWN TO ME HEREBY AS SUCH OWNER(S) APPEARED BEFORE ME THIS DAY IN PERSON ANDACKNOWLEDGED THAT HE/THEY SIGNED AND DELIVERED THE PLAT AS HIS/THIER FREE AND VOLUNTARY ACTFOR THE USES AND PURPOSES THEREIN SET FORTH.GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF ____________________, A.D., 20 ____._____________________________________________________NOTARY PUBLICMY COMMISSION EXPIRES: _____________________________P.I.N. 09-23-400-004 09-23-400-031ACCESS EASEMENT PROVISIONSAN EASEMENT IS HEREBY GRANTED ACROSS LOT 1 TO THE OWNERS OF LOT 2 AS SHOWN HEREON,THEIR SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES FOR PERPETUAL PEDESTRIAN USE,ENJOYMENT, PEDESTRIAN INGRESS AND EGRESS, AND ALSO FOR THE PERPETUAL VEHICULAR ACCESSAND VEHICULAR INGRESS AND EGRESS OVER THE PAVED ROADWAY WITHIN SAID LOT 1. LOT 1 SHALLNOT BE USED BY SAID OWNERS, SUCCESSORS AND ASSIGNS, VISITORS AND THEIR DESIGNEES IN AMANNER THAT WOULD BLOCK OR RESTRICT THE ACCESS AND FREE FLOW OF TRAFFIC TO LOT 2PLATTED HEREON. AN EASEMENT IS ALSO HEREBY GRANTED TO THE PUBLIC UTILITY COMPANIES ANDTHE CITY OF MCHENRY FOR PERPETUAL VEHICULAR CROSS - ACCESS AND VEHICULAR INGRESS ANDEGRESS.SURFACE WATER DRAINAGE CERTIFICATEOWNER: ENGINEER:STATE OF___________ ) STATE OF ILLINOIS )) SS ) SSCOUNTY OF _________ ) COUNTY OF DUPAGE )I,__________________________, OWNER, AND I, _________________________, PROFESSIONAL ENGINEEROF THE STATE OF ILLINOIS, DO HEREBY CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEFTHE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THISSUBDIVISION OR ANY PART THEREOF, OR, IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION OF SURFACE WATERS INTOPUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACEWATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERINGPRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OFTHE CONSTRUCTION OF THE SUBDIVISION. (MC-89-491)DATED THIS ______ DAY OF _______________, 20____.____________________________________ ___________________________________ OWNER PROFESSIONAL ENGINEER OF ILLINOIS [ENGINEER'S SEAL]CITY ENGINEER'S CERTIFICATESTATE OF ILLINOIS )) SS COUNTY OF MCHENRY )I, _________________________ CITY ENGINEER OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFYTHAT THE LAND IMPROVEMENTS DESCRIBED IN THE ANNEXED PLAT, AND THE PLANS ANDSPECIFICATIONS, IF ANY, MEET THE MINIMUM REQUIREMENTS OF SAID CITY.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS, THIS ____ DAY OF ____________, 20____.[ENGINEER'S SEAL] __________________________CITY ENGINEERCITY CLERK' S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, CITY CLERK OF THE CITY OF MCHENRY, ILLINOIS, HEREBY CERTIFY THATTHE ANNEXED PLAT WAS PRESENTED TO AND BY RESOLUTION DULY APPROVED BY THE CITYCOUNCIL OF SAID CITY AT ITS MEETING HELD ON ____________________, 20____, THAT ALLDEDICATIONS TO THE CITY OF MCHENRY, ILLINOIS DEPICTED THEREON WERE ACCEPTED BY THE CITYCOUNCIL ON SAID DATE, AND THAT THE REQUIRED BOND OR OTHER GUARANTEE HAS BEEN POSTEDFOR THE COMPLETION OF THE IMPROVEMENTS REQUIRED BY THE REGULATIONS OF SAID CITY.(MC-93-594)IN WITNESS THEREOF, I HAVE HERETO SET MY HAND AND SEAL OF THE CITY OF MCHENRY, ILLINOIS,THIS ______ DAY OF _______________, 20____.[CITY SEAL] _____________________________CITY CLERKCITY COLLECTOR'S CERTIFICATESTATE OF ILLINOIS )) SSCOUNTY OF MCHENRY )I, _________________________, CITY COLLECTOR OF THE CITY OF MCHENRY, ILLINOIS DO CERTIFY THATTHERE ARE NO DELINQUENT OR UNPAID CURRENT OR FORFEITED SPECIAL ASSESSMENTS OR ANYDEFERRED INSTALLMENTS THEREOF THAT HAVE BEEN APPORTIONED AGAINST THE TRACT OF LANDINCLUDED IN THE PLAT.DATED AT MCHENRY, MCHENRY COUNTY, ILLINOIS THIS ____ DAY OF ____________, 20____ ._____________________________CITY COLLECTOR SOURCE: TRIMBLE VRS, DATUM NAVD 88.PROJECT ORIGIN AT:LATITUDE: 42-21-30.99516 NLONGITUDE: 88-15-49.76303 WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.SITE:STATION DESIGNATION: SBM#1ESTABLISHED BY: V3 COMPANIESDATE: 01/21/21ELEVATION: 816.24 (MEASURED)DATUM: NAVD88DESCRIPTION: ARROW ON NNW BONNET BOLT ON FIRE HYDRANTLOCATED AT WEST SIDE OF PINE DRIVE, SOUTH OF #2007BUILDING,NEAR STREET END.STATION DESIGNATION: SBM#2ESTABLISHED BY: V3 COMPANIESDATE: 01/21/21ELEVATION: 788.96 (MEASURED)DATUM: NAVD88DESCRIPTION: SSW BONNET BOLT ON FIRE HYDRANT LOCATED ATSOUTH SIDE OF ALMOND LANE WEST OF HAZELWOOD DRIVE.PROJECT TEAMOWNER/DEVELOPERFORV3 Companies, Ltd.7325 Janes AvenueWoodridge, Illinois 60517630 724 9200Project Manager: Ryan M. Wagner, P.E.rwagner@v3co.comDesign Engineer: Matt Gutzeit, E.I.T.mgutzeit@v3co.comMCHENRY, ILLINOISTITLE SHEETGENERAL NOTES, LEGEND, AND ABBREVIATIONSSPECIFICATIONSEXISTING CONDITIONS PLAN - NORTHEXISTING CONDITIONS PLAN - SOUTHDEMOLITION PLAN - NORTHDEMOLITION PLAN - SOUTHOVERALL SITE PLANLAYOUT AND PAVING PLAN - AREA 1 TO AREA 5OVERALL GRADING PLANGRADING PLAN - AREA 1 TO AREA 5EROSION CONTROL PLAN - NORTHEROSION CONTROL PLAN - SOUTHEROSION CONTROL DETAILSOVERALL UTILITY PLANUTILITY PLAN - AREA 1 TO AREA 5UTILITY TABLES AND CROSSINGSCONSTRUCTION DETAILSCONSTRUCTION DETAILSC0.0C1.0C1.1C2.0C2.1C3.0C3.1C4.0C4.1-C4.5C5.0C5.1-5.5C5.6C5.7C5.8C6.0C6.1-C6.5C6.6C7.0C7.1FINAL ENGINEERING PLANSContinental Properties Co., Inc.W134 N875 Executive ParkwayMenomonee Falls, Wisconsin 53051262 502 5500Contact: Excel Engineering, Inc.100 Camelot DriveFond du Lac, Wisconsin 54935920 926 9800Contact: Krista MallasCIVIL ENGINEERING PLANSAUTHENTIX - MCHENRYPROJECTLOCATIONINDEXALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEYALTA/NSPS LAND TITLE AND TOPOGRAPHIC SURVEYLANDSCAPE PLANLANDSCAPE DETAILSPHOTOMETRIC PLAN1 of 22 of 2L1.0L2.0P1.0SUPPORTING DOCUMENTSN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht20776.dwg3/25/2021PROJECTLOCATION TITLE SHEET AUTHENTIX - MCHENRYBENCHMARKSLOCATION MAPVICINITY MAPPROFESSIONAL ENGINEER'S CERTIFICATION Benjamin Lang N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht20776.dwgGENERAL NOTES, LEGEND, AND ABBREVIATIONS AUTHENTIX - MCHENRY GENERAL NOTES1. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAYAND HORIZONTAL CONTROL SHOWN ON THE DRAWINGSWERE OBTAINED FROM A SURVEY PREPARED BY:V3 COMPANIES, LTD.7325 JANES AVENUEWOODRIDGE, IL 60517COPIES OF THE SURVEY ARE AVAILABLE FROM THESURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCETHE SURVEY WAS PREPARED. CONTRACTORS TO VISITSITE TO FAMILIARIZE THEMSELVES WITH THE CURRENTCONDITIONS.2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES,STRUCTURES AND ASSOCIATED FACILITIES SHOWN ONTHESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONSAND ELEVATIONS MUST BE CONSIDERED APPROXIMATEONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCEOF WHICH ARE NOT PRESENTLY KNOWN.3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURESAND FACILITIES AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO ORDERING MATERIAL ANDSTARTING WORK.4. ALL APPLICABLE PROVISIONS OF THE CURRENTOCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREININCORPORATED BY REFERENCE.5. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNINGREGULATIONS AND SHALL OBTAIN ALL NECESSARYPUBLIC AGENCY PERMITS PRIOR TO STARTING WORK.THE CONTRACTOR, BY USING THESE PLANS FOR THEIRWORK, AGREE TO HOLD HARMLESS V3 COMPANIES LTD.,THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS ANDTHE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIRDUTIES FROM AND AGAINST ANY AND ALL LIABILITY,CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISINGOUT OF CONTRACTOR(S) PERFORMANCE OF THE WORKDESCRIBED HEREIN, BUT NOT INCLUDING THE SOLENEGLIGENCE OF THE OWNER, HIS AGENTS, THEENGINEER, HIS EMPLOYEES AND AGENTS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTIONALONG OR ACROSS EXISTING STREETS OR HIGHWAYS.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THEPROPER BRACING, SHORING AND OTHER REQUIREDPROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTIONBEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE TO THE STREETS OR ROADWAYS ANDASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS ASNECESSARY TO THE SATISFACTION OF THE OWNER OFTHE ROADWAY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEINSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS,TRAFFIC CONTROL DEVICES AND WARNING DEVICES TOINFORM AND PROTECT THE PUBLIC DURING ALL PHASESOF CONSTRUCTION. BARRICADES AND WARNING SIGNSSHALL BE PROVIDED IN ACCORDANCE WITH THE IDOTSTANDARD SPECIFICATIONS. ALL TRAFFIC CONTROLWORK SHALL BE DONE IN ACCORDANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."8. EXCEPT WHERE MODIFIED BY THE CONTRACTDOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE INACCORDANCE WITH THE FOLLOWING SPECIFICATIONSWHICH ARE HEREBY MADE A PART HEREOF:a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION" AS PREPARED BY IDOT, LATESTEDITION.b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWERMAIN CONSTRUCTION IN ILLINOIS," LATEST EDITION.c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGEWORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION.d. THE LATEST EDITIONS OF THE MUNICIPAL CODE ANDSTANDARDS OF THE CITY OF McHENRY.e. THE NATIONAL ELECTRIC CODE.f. THE ILLINOIS ACCESSIBILITY CODE.g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD)REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTINGOF SOILS BEING EXPORTED FROM THE SITE ANDAPPROPRIATE DISPOSAL SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.IN THE EVENT OF CONFLICTING SPECIFICATIONS WITHREGARD TO SITE WORK ISSUES DESIGNED BY THEENGINEER, THE MORE STRINGENT REQUIREMENT SHALLGOVERN.9. THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVINGJURISDICTION AT LEAST 48 HOURS PRIOR TOCOMMENCING ANY WORK AND FOR ANY NEWCONSTRUCTION REQUIRING INSPECTION.10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TOCONSTRUCTION AND SHALL BE PROTECTED PER IDOTSTANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THECONTRACTOR'S OPERATIONS SHALL BE CLEARLYDEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALLTREES IDENTIFIED TO REMAIN SHALL BE PROTECTEDFROM DAMAGE INCLUDING TRUNKS, BRANCHES ANDROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BEDONE INSIDE THE DRIP LINE OF TREES UNLESSOTHERWISE INDICATED.11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BEPROTECTED IN SUCH A WAY AS TO PREVENTACCUMULATION OF MUD OR SOIL ON PUBLICTHOROUGHFARES. AT THE END OF EACH DAY AND ASOFTEN AS OTHERWISE NECESSARY THE CONTRACTORSHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEENTRACKED ONTO PUBLIC STREETS AS REQUIRED BY THEAUTHORITIES HAVING JURISDICTION AND AS DETAILED INTHE STORM WATER POLLUTION PREVENTION PLAN.12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE ANDORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANSWHERE HIS/HER OPERATIONS ABUT PUBLICTHOROUGHFARES AND ADJACENT PROPERTY INACCORDANCE WITH THE CITY OF McHENRY MUNICIPALCODE AND IDOT REQUIREMENTS.13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT ORPARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M.ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND.14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVEDSHALL BE SAWCUT ALONG LIMITS OF PROPOSEDREMOVAL BEFORE COMMENCEMENT OF PAVEMENTREMOVAL.15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER,ETC. SHALL BE LEGALLY DISPOSED OF BY THECONTRACTOR AS PART OF THE BASE CONTRACT.16. NO BURNING OR INCINERATION OF RUBBISH WILL BEPERMITTED ON SITE.17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTORSHALL CONTACT THE JOINT UTILITY LOCATIONINFORMATION FOR EXCAVATORS, "J.U.L.I.E." AT1-800-892-0123. LOCAL GOVERNMENT AGENCIES SHOULDBE CONTACTED BY THE CONTRACTOR FOR LOCATION OFALL NONREGULATED UTILITY LOCATIONS. CALL FORLOCATES AT LEAST 48 HOURS IN ADVANCE OFCONSTRUCTION.18. BEFORE EXCAVATING OVER OR ADJACENT TO ANYEXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THEOWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVEWORK WILL BE COORDINATED AND PERFORMED BY THECONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTSOF THE OWNER OF THE UTILITY INVOLVED. IF ANYEXISTING SERVICE LINES, UTILITIES AND UTILITYSTRUCTURES WHICH ARE TO REMAIN IN SERVICE AREUNCOVERED OR ENCOUNTERED DURING THISOPERATION, THEY SHALL BE SAFEGUARDED, PROTECTEDFROM DAMAGE AND SUPPORTED IF NECESSARY.19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF"APPROVED" ENGINEERING PLANS WITH THE LATESTREVISION DATE ON THE JOB SITE PRIOR TO THE START OFCONSTRUCTION.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSIONAND SEDIMENTATION CONTROL AS DETAILED IN THESTORM WATER POLLUTION PREVENTION PLAN.21. ALL CURB RADII REFER TO BACK OF CURB.22. ANY AREAS THAT ARE DISTURBED DURINGCONSTRUCTION SHALL BE RESTORED IN CONFORMANCEWITH THE REQUIREMENTS OF THE AUTHORITY HAVINGJURISDICTION AND SHALL BE INCIDENTAL TO THECONTRACT.23. STREET PAVING AND CURBS TO REMAIN SHALL BEPROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BEREPLACED PROMPTLY IN CONFORMANCE WITH THE CITYOF McHENRY OR IDOT STANDARD SPECIFICATIONS INMATERIALS AND WORKMANSHIP.24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS.FOR ROUGH GRADING ELEVATIONS ALLOW FORTHICKNESS OF PROPOSED PAVING (ROADS, WALKS,DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS.25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUTUPON REQUEST.26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOONAS PERMISSIBLE AFTER CONSTRUCTION TO PREVENTSCOURING AND UNDERCUTTING BY STORM WATERRUNOFF.27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEWPAVEMENT ABUTS EXISTING PAVEMENT. ALL BUTT JOINTSSHALL BE CONSTRUCTED BY MILLING AND SHALL BECONSIDERED INCIDENTAL TO THE COST OF THEBITUMINOUS SURFACE COURSE.28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORMSEWER OR WATERWAY, IS INTERRUPTED DUE TOCONSTRUCTION, THE DRAINAGE ROUTE SHALL BEREESTABLISHED TO ORIGINAL CONDITIONS BY THE ENDOF THE SAME WORK DAY. POSITIVE DRAINAGE MUST BEMAINTAINED AT ALL TIMES DURING CONSTRUCTION.29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGHAND LOW POINTS INDICATED BY SPOT ELEVATIONS.PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTINGGRADES. AVOID RIDGES AND DEPRESSIONS.30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTSAND MANHOLES TO FINISHED GRADE ARE INCIDENTAL TOTHEIR COST.31. ANY EXISTING UTILITY STRUCTURES REQUIRINGADJUSTMENT ARE TO BE ADJUSTED OR RECONSTRUCTEDBY THE CONTRACTOR TO THE UTILITY OWNER'SSATISFACTION. ADJUSTMENTS OR RECONSTRUCTIONSNOT CALLED FOR ON THE PLANS SHALL BE CONSIDEREDINCIDENTAL TO THE CONTRACT.32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BECONSTRUCTED IN ACCORDANCE WITH THE REGULATIONSAND TO THE SATISFACTION OF THE UTILITY OWNER.33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THEDETAILS OF THE PLANS FOR ALL UTILITY LINES (OR ASOTHERWISE NOTED ON PLANS). BACKFILL SHALL BEPLACED AND COMPACTED PER THE CITY OF McHENRYAND IDOT SPECIFICATIONS. COST OF BACKFILL IS TO BECONSIDERED INCIDENTAL TO THE UTILITY WORK.34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIREDAT THE CONTRACTOR'S EXPENSE.35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BECLEANED AND INSPECTED TO THE SATISFACTION OF THEAUTHORITY HAVING JURISDICTION. THE COST OF THISWORK SHALL BE CONSIDERED INCIDENTAL TO THECONTRACT.36. THE GENERAL CONTRACTOR SHALL COORDINATE WITHUTILITY COMPANIES TO PROVIDE CABLE TV, PHONE,ELECTRIC, GAS AND IRRIGATION SERVICES. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR SECURINGSITE LAYOUTS FOR THESE UTILITIES AND SHALLCOORDINATE AND PROVIDE CONDUIT CROSSINGS ASREQUIRED. THIS COORDINATION SHALL BE CONSIDEREDINCIDENTAL TO THE CONTRACT. ANY CONFLICTS INUTILITIES SHALL BE CORRECTED BY THE GENERALCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BEUSED TO JOIN PIPES OF DISSIMILAR MATERIAL.38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OFALL CONSTRUCTION IN CONFORMANCE WITH ALLMUNICIPAL AND CLIENT REQUIREMENTS FOR USE INPREPARING RECORD DRAWINGS.39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POSTADJACENT TO THE TERMINUS OF UTILITY MAINS ANDSERVICE LINES. POSTS SHALL BE MARKED INACCORDANCE WITH THE CITY OF McHENRY STANDARDS.40. THE CONTRACTOR SHALL BE RESPONSIBLE FORDEWATERING ANY EXCAVATION. ANY DEWATERINGREQUIRED SHALL BE INCIDENTAL TO THE CONTRACT.41. COPIES OF SOILS INVESTIGATION REPORTS MAY BEOBTAINED FROM THE OWNER. ANY BRACING, SHEETINGOR SPECIAL CONSTRUCTION METHODS REQUIRED INORDER TO INSTALL THE PROPOSED IMPROVEMENTSSHALL BE CONSIDERED INCIDENTAL TO THE COST OF THEPROJECT. ANY ADDITIONAL SOILS DATA NEEDED TOCONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOILCONDITIONS SHALL BE DONE AT THE CONTRACTOR'SEXPENSE. THE CONTRACTOR SHALL OBTAIN THEOWNER'S WRITTEN AUTHORIZATION TO ACCESS THE SITETO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION.42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTIONOPERATIONS SHALL BE CONNECTED TO THE PROPOSEDSTORM SEWER OR EXTENDED TO OUTLET INTO APROPOSED DRAINAGE WAY AS DETERMINED BY THEENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN ITSHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE ANDMATERIAL TO THE ORIGINAL LINE AND PUT INACCEPTABLE OPERATIONAL CONDITION. A RECORD OFTHE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAINPIPE ENCOUNTERED SHALL BE KEPT BY THESUBCONTRACTOR AND SUBMITTED TO THE ENGINEERUPON COMPLETION OF THE PROJECT. ALL FIELD TILEREPAIRS SHALL BE CONSIDERED AS INCIDENTAL TO THECONTRACT AND NO ADDITIONAL COMPENSATION WILL BEPROVIDED.43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FORTHE CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE,PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BYTHE CONTRACTOR. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR EXECUTION OF HIS/HER WORK INACCORDANCE WITH THE CONTRACT DOCUMENTS ANDSPECIFICATIONS.XXW GT/EETBENCHMARKEASEMENT LINEFENCE LINECENTERLINEPROPERTY CORNERUNDERGROUND TELEPHONE& ELECTRIC DUCT BANKBURIED CABLE-TELEPHONESOIL BORINGTELEPHONE MANHOLECONTOURSPOT ELEVATIONWATER MAINGAS MAINCURB INLETUTILITY STUB POST INDICATOR VALVETHRUST BLOCKCONCRETE HEADWALLFLARED END SECTION (F.E.S.)SUBMERGED HEADWALLGUY WIRESFLOOD LIGHTFIRE HYDRANTLIGHT STANDARDIRRIGATION HEADSSIGNUTILITY POLEUTILITY TO BE ABANDONEDFEATURE TO BE REMOVEDDESCRIPTIONSTORMWATER FLOW DIRECTIONSANITARY SEWERSTORM SEWERSILT FENCEWATER MAIN PROTECTIONRAILROAD TRACKSGUARDRAILHAND HOLEGATE VALVE IN VALVE VAULTREVISION DELINEATIONSTORMWATER OVERFLOW ROUTEVALVE IN VALVE BOX DRAINAGE STRUCTURE WITH OPEN LIDSANITARY FORCE MAINPROPERTY LINE (EXTERIOR)LOT LINE (INTERIOR)TREETREE LINETRAFFIC SIGNAL POLETELEPHONE PEDESTALTRANSFORMER PADUTILITY STRUCTURE WITH CLOSED LIDRIGHT-OF-WAY LINEMONITORING WELLCONSTRUCTION LIMIT LINEREVERSE PITCHED CURBRETAINING WALLTREE PROTECTION FENCECURB & GUTTERDEPRESSED CURB & GUTTERDITCH CHECKBURIED CABLE-ELECTRICTOP OF CURB ELEVATIONEDGE OF PAVEMENT ELEVATIONUTILITY CROSSING LABELINLET FILTER BASKETRIP RAPBOLLARDBACK OF CURBCATCH BASINFIRE HYDRANTBACK TO BACK OF CURBB/CB-BBMCURB AND GUTTERC & GCBDRAWINGDIWM DUCTILE IRON WATER MAINDIAMETERF/G FINISHED GRADEF-F FACE TO FACE OF CURBF/LFHFESFLOW LINEFLARED END SECTIONGGV/VBGV/VVHDPEHORIZONTALHPHWLIEHIGH POINTHIGH WATER LEVELINVERT ELEVATIONINLETLPL LEFTMH MANHOLENWL NORMAL WATER LEVELPCCPIPRCPOINT OF INTERSECTIONPOINT OF REVERSE CURVATUREPOINT OF TANGENCYPROPERTY LINEPOINT OF CURVATUREPOINT OF VERTICAL INTERSECTIONPVCPTPLPCPVIRRIGHT OF WAYSFMSHTSANITARY FORCE MAINSHEETSTATIONSTORM MANHOLESUBMERGED HEADWALLSHWSTMHSSANSMHSANITARYSANITARY MANHOLETT/CT/P TOP OF PIPETYP TYPICALVERTICALWATER MAINWMELEVATIONEJ EXPANSION JOINTPP POWER POLEPORTLAND CEMENT CONCRETEVC VERTICAL CURVEEN NORTHPOINT OF VERTICAL CURVATUREOR POLYVINYL CHLORIDE PIPESLOPE OR SOUTHW WESTOL OPEN LIDF & G FRAME & GRATETY TYPECL CLOSED LIDPUBLIC UTILITY EASEMENTEAST OR ELECTRIC OR EDGEE/P EDGE OF PAVEMENTEXISTINGFINISHED FLOORGAS LINEHDW HEADWALLGATE VALVE IN VALVE BOXGATE VALVE IN VALVE VAULTHIGH DENSITY POLYETHYLENE PIPERCP REINFORCED CONCRETE PIPESTTANGENT LENGTH OR TELEPHONELF LINEAL FEETSF SILTATION FENCELOW POINT OR LIGHT POLEBV/VV BUTTERFLY VALVE IN VALVE VAULTBLDG BUILDINGINCLDIP DUCTILE IRON PIPEEX.PGL PROFILE GRADE LINEPVT POINT OF VERTICAL TANGENCYRADIUS OR RIGHTCENTERLINENOT IN CONTRACT / NOT INCLUDEDTOP OF CURB STORM STRUCTURE OR STORM SEWERHDCP HANDICAPON CENTERUP UTILITY POLEMWMONITORING WELLT/W TOP OF WALLMATCH EXISTINGF & OLF & CL FRAME & CLOSED LIDFRAME & OPEN LIDCO CLEAN OUTB/P BOTTOM OF PIPEA ARC LENGTHOR POINT OF COMPOUND CURVEVERTSTADIADWGELEVFFHORMENICOCPUEROW710706.0782.62782.12SFCLLVCP VITRIFIED CLAY PIPEC01PROPOSEDEXISTINGATLAS LOCATED UTILITYLEGENDABBREVIATIONS N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C0.0 Tsht20776.dwgSPECIFICATIONS AUTHENTIX - MCHENRY SPECIFICATIONSEARTHWORK1. THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRDPARTY SOILS ENGINEER. THE CONTRACTOR'SREPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANYUNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING,ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILSENGINEER MUST BE PRESENT DURING REMEDIATION.2. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANSARE FINISH GRADE. A MINIMUM OF 6 INCHES OF TOPSOIL IS TOBE PLACED BEFORE FINISH GRADE ELEVATIONS AREACHIEVED, UNLESS OTHERWISE NOTED. AREAS IN DETENTIONFACILITIES NOTED TO BE ESTABLISHED WITH NATIVEVEGETATION SHALL REQUIRE A MINIMUM OF 12 INCHES OFTOPSOIL. REFER TO PLANTING PLANS TO VERIFY TOPSOILTHICKNESS REQUIREMENTS.3. THE SURFACE VEGETATION, TOPSOIL, TRANSITIONALMATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALLBE STRIPPED FROM ALL AREAS TO RECEIVE STRUCTURAL FILL.IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLEFOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITHSOILS ENGINEER PRIOR TO REMEDIATION.4. EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY,BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BECOMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY INACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIEDPROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BEDETERMINED APPROPRIATE BY THE SOILS ENGINEER, THEAUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.5. ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTSDETERMINED BY THE SOILS ENGINEER AND DOCUMENTED INTHE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENTSUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESEREQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENTDESIGN REVISIONS SHALL BE PROVIDED WHICH AREADEQUATE TO OBTAIN EQUIVALENT PAVEMENT STRENGTH ASDETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THEAUTHORITY HAVING JURISDICTION.6. COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSEDPAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPENSPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGNSUBGRADE.7. THE SUBGRADE FOR PROPOSED STREET AND PAVEMENTAREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR INTHE PRESENCE OF THE JURISDICTIONAL INSPECTOR,CONTRACTOR, AND SOILS ENGINEER.8. BORROW PIT LOCATION(S) SHALL BE APPROVED BY THEOWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.SANITARY SEWER1. SANITARY SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D2241 WITH AN SDROF 26 WITH ELASTOMETRIC GASKET JOINTSCONFORMING TO ASTM D3139.B. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI21-11 (AWWA C-111).2. MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES, WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAILSHEETS). LIDS SHALL BE IMPRINTED “SEWER”.3. ALL SANITARY SEWER SHALL BE TESTED FORLEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION31-1.12 AND 31-1.13 OF THE STANDARDSPECIFICATIONS FOR WATER AND SEWER MAINCONSTRUCTION IN ILLINOIS.4. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.5. CONTRACTOR SHALL VERIFY THAT THE TESTING METHODSDESIGNATED HEREIN ARE ACCEPTABLE TO LOCALAUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IFTHE LOCAL JURISDICTION HAS MORE STRINGENT TESTINGREQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THEMORE STRINGENT REQUIREMENTS. THE COST SHALL BEINCIDENTAL TO THE CONTRACT.WATERMAIN DISTRIBUTION SYSTEM1. WATER MAIN SHALL BE CONSTRUCTED OF THE FOLLOWINGMATERIAL AS SPECIFIED ON THE PLANS:A.DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSIA21.51, AWWA C-151 WITH CEMENT LINING CONFORMINGTO ANSI A21.4, AWWA C-104 AND PUSH-ON JOINTSCONFORMING TO ANSI A21.11, AWWA C-111. FITTINGSSHALL COMPLY WITH ANSI A21.10, AWWA C110. ALLDUCTILE IRON PIPE SHALL BE WRAPPED IN POLYETHYLENEIN ACCORDANCE WITH AWWA C105.B. POLYVINYL CHLORIDE PIPE, PVC CONFORMING TO ASTMC-900, WITH ELASTOMETRIC GASKET JOINTS CONFORMINGTO ASTM D3139.C. WATER SERVICE LINES SHALL BE CONSTRUCTED OFCLASS K COPPER.2. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6”FROM FINISHED GRADE TO TOP OF PIPE.3. VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONSWHERE WATER MAIN IS 8” DIAMETER OR LARGER.VAULTS SHALL BE PRECAST CONCRETE STRUCTURES,WITH APPROPRIATE FRAME AND LIDS (SEECONSTRUCTION DETAIL SHEETS). LIDS SHALL BEIMPRINTED “WATER”.4. THRUST BLOCKING OR RESTRAINED JOINTS SHALL BEINSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS,ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FORPIPE INSTALLED.5. WATER MAIN FITTINGS (BENDS, ELBOWS, TEES, INCREASES,REDUCERS, ETC.) MAY OR MAY NOT BE SPECIFICALLYREFERENCED ON THE CONSTRUCTION PLANS. THEY ARE TO BECONSIDERED AS INCIDENTAL AND INCLUDED IN THE LINEALFOOTAGE COST OF THE WATER MAIN.6. ALL WATER LINES ARE TO BE PRESSURE TESTED ANDCHLORINATED PER THE REQUIREMENTS OF THEMUNICIPALITY AND THE ILLINOIS ENVIRONMENTALPROTECTION AGENCY.STORM SEWER1. STORM SEWERS SHALL BE CONSTRUCTED OF THEFOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:A.REINFORCED CONCRETE PIPE ( RCP) IN CONFORMANCEWITH IDOT STANDARD SPECIFICATIONS DETERMINATIONFOR PIPE CLASS, AND CONFORMING TO ASTM C76. ALLSTORM SEWER SHALL HAVE GASKETED JOINTSCONFORMING TO ASTM C-361, UNLESS OTHERWISENOTED.B. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC)CONFORMING TO ASTM D3034 WITH ELASTOMERICGASKETED JOINTS CONFORMING TO ASTM D3212.C.HIGH DENSITY POLYETHYLENE PIPE, HDPE, CONFORMINGTO ASTM D3350 WITH ELASTOMERIC JOINTS CONFORMINGTO ASTM D3212.D.DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSIA21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI21-11 (AWWA C-111).2. STORM SEWER STRUCTURES SHALL BE PRECAST OF THETYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITHAPPROPRIATE FRAME AND LIDS (SEE CONSTRUCTIONDETAIL). LIDS SHALL BE IMPRINTED “STORM”.IEPA CROSSING REQUIREMENTS1.HORIZONTAL SEPARATION:A. WATERMAINS SHALL BE LAID AT LEAST TEN FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN,STORM SEWER, SANITARY SEWER OR SEWER SERVICECONNECTION.B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO ASEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET;II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THECROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.I. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING THE REQUIREMENTS OFSECTION 653.111 WHEN IT IS IMPOSSIBLE TO MEET (A) OR(B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURETESTED TO THE MAXIMUM EXPECTED SURCHARGE HEADBEFORE BACKFILLING.2.VERTICAL SEPARATION:A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18INCHES ABOVE THE CROWN OF THE DRAIN OR SEWERWHENEVER WATERMAINS CROSS STORM SEWERS,SANITARY SEWERS OR SEWER SERVICE CONNECTIONS.THE VERTICAL SEPARATION SHALL BE MAINTAINED FORTHAT PORTION OF THE WATERMAIN LOCATED WITHIN TENFEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED.A LENGTH OF WATERMAIN PIPE SHALL BE CENTEREDOVER THE SEWER TO BE CROSSED WITH JOINTSEQUIDISTANT FROM THE SEWER OR DRAIN.B. BOTH THE WATERMAIN AND SEWER SHALL BECONSTRUCTED OF SLIP-ON OR MECHANICAL JOINTCAST OR DUCTILE IRON PIPE, PRESTRESSED CONCRETEPIPE, OR PVC PIPE MEETING REQUIREMENTS OF SECTION653.111 WHEN:I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE;ORII. THE WATERMAIN PASSES UNDER A SEWER DRAIN.C. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THEINVERT OF THE SEWER OR DRAIN AND THE CROWN OF THEWATERMAIN SHALL BE MAINTAINED WHERE A WATERMAINCROSSES UNDER A SEWER. SUPPORT THE SEWER ORDRAIN LINES TO PREVENT SETTLING AND BREAKING THEWATERMAIN.D. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THECROSSING UNTIL THE NORMAL DISTANCE FROM THEWATERMAIN TO THE SEWER OR DRAIN LINE IS ATLEAST TEN FEET.PAVING1. BASE COURSE SHALL BE AGGREGATE BASE COURSE,CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANSFOR THICKNESS).2. SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIXASPHALT (HMA) CONFORMING TO IDOT STANDARDSPECIFICATIONS (SEE PLANS FOR THICKNESS).3. CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLANDCEMENT CONCRETE CONFORMING TO IDOT STANDARDSPECIFICATIONS.4. SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OFDESIGN SUBGRADE ELEVATIONS BY THE EARTHWORKCONTRACTOR. FINE GRADING FOR PAVEMENTS ANDSIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVINGCONTRACTOR.5. AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATEOF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK,CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUIDASPHALT CONFORMING TO THE IDOT STANDARDSPECIFICATIONS AND APPROPRIATE FOR PREVAILINGWEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANINGTHE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTALTO THE CONTRACT.6. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLYCOMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THEGEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THENEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLEDWITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THEGEOTECHNICAL CONSULTANT.7. SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS ASSHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTSSHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBEREXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERETHE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE ENDOF EACH POUR. ALL SIDEWALKS CONSIDERED TO BEACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITHDISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOISACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESSOTHERWISE NOTED.8. TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE,SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIREDIN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND INACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THEAUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRMSHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.9. ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TOBE STAGGERED. 7 8 3 . 6 782. 8 783 . 4 7 8 2 .0779 . 6 7 7 6 . 2 7 8 0 . 2 7 8 2 .9 7 8 2 . 8 7 8 2 . 2 7 8 2 .7 7 7 9 . 9 7 7 7 . 1 7 7 8 . 8 781 . 7 7 8 0 .3782. 0 7 7 5 . 4 7 7 4 .6773 . 8 7 7 4 . 877 5 . 4 779 . 2 7 8 0 . 8 7 7 9 . 3 7 7 6 . 4 7 7 4 .5 7 7 2 .8 7 74 .177 4 . 3 7 74 .1 7 7 3 . 2 7 7 3 . 6774. 1 7 7 2 . 6 7 7 1 . 7774 . 0 7 7 0 . 5 7 7 0 . 9 7 7 1 . 3 7 7 3 . 2 7 74 .3 7 7 2 . 6 7 7 4 .8 7 7 7 . 6 778 . 2 7 7 4 . 2 7 7 5 . 2 7 7 6 . 2777. 3 778 . 5 7 8 0 . 9 7 7 9 .978 0 . 4 7 7 9 .078 0 . 3 7 8 1 . 4780 . 6 7 7 8 . 2 7 7 7 . 2 776 . 3 775 . 4 7 7 4 .3 773 . 8774 . 8 7 7 6 . 0 7 7 7 . 6 7 7 8 .5 7 8 0 . 2 7 7 9 . 6778. 5 7 7 9 .7 7 8 3 . 1782 . 8 7 8 2 . 4 78 1 . 3 7 7 9 . 9 77 8 . 2 7 7 7 . 3 774 . 4 7 7 2 . 4 7 74 .1 7 81 .4 782 . 0 7 8 1 . 2 7 7 8 . 4 7 7 8 .0 7 7 8 .3 7 81 .8 7 8 4 . 2 7 8 3 . 8782 . 6 7 80 .077 9 . 5 779 . 5 7 8 0 . 2 7 8 1 . 8 7 8 2 . 2781 . 878 0 . 1 7 8 1 . 078 1 . 7781. 5780. 4 7 8 0 . 6 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788. 7789. 2 789 . 4788 . 8 7 8 8 . 7 7 8 9 . 4 7 89 .4 7 8 9 . 1 4 7 8 8 . 678 9 . 3 7 8 8 . 5 7 8 9 . 2 7 8 9 . 1 7 8 8 . 8 7 8 9 . 1 7 8 8 . 9 7 85 .8 7 8 5 . 0 7 8 5 . 3 8785. 6785 . 7 8 7 85 .6 5 78 5 . 3 7 785 .4 6 7 8 5 .8 7 8 5 . 9 785. 2 7 8 5 . 1 6 785.99TCF7 8 7 . 0 9787.48TCF787 . 4 478 6 . 7 7 8 6 .74787 . 4 4788.18TCF787 . 2 7 8 7 . 6 7 8 7 . 1 78 6 . 8 787 . 2 7 8 7 . 2 6 7 87 .36 7 86 .8 787 . 1 7 786 . 8 5787.90TCF7 8 7 . 4 7 8 7 . 6 5 7 8 7 . 72 7 8 7 . 9 378 7 . 7 9 7 8 7 . 7 2 7 8 8 . 1 7 7 8 7 .6778 7 . 7 4787 . 8 7 8 7 . 8 787 . 2 7 8 6 . 9 7 8 7 . 4 7 8 7 .387789 . 0 3 788 .4 0 7 8 9 . 3 4 7 8 8 . 0 3 78 1 . 4 8 R 78 2 . 1 4 R 7 8 2 . 9 6 7 8 1 . 2 7 8 2 . 3 6 7 8 2 . 9 2 7 84 .4 5 R 7 8 4 . 0 4 7 8 4 . 1 2 7 8 3 .90 7 8 4 . 25784 . 6 0 784 . 6 6 7 85 .4 7 8 4 . 8 7 8 4 .978 7 . 1 0787.237 86 .278 7 . 0 3 787.38FFE787.15FFE7 8 7 .178 6 . 1787. 1 0 787.56FFE787. 5 0 787 . 4 2 7 8 6 . 3 7 8 5 .5 7 8 6 . 0 7 8 4 . 9 7 7 8 4 . 8 8 7 8 4 . 41784. 0 2 7 8 4 . 3 1 7 8 3 .70 7 83 .4 378 3 . 8 4 7 8 4 .15 7 8 4 . 1 6 7 8 4 . 6 7 8 5 . 7 7 8 6 .0 7 87 .678 7 . 4 7 8 5 .7 7 8 6 . 8 7 8 5 . 9 7 8 4 . 8785. 2 5785.33FFE7 8 5 . 1 9 7 8 5 . 4 3 7 8 4 .4 7 8 4 . 1 7 8 3 . 7 9 783 . 2 2 7 8 2 .75 782 .9 0 785. 5 7 784. 4 7 8 4 . 0 785 . 3 782 . 3 4 7 8 2 . 2 1782. 6 5 7 83 .1 2 7 8 3 . 20 7 8 2 . 11 7 81 .9 7 7 8 2 .1078 2 . 0 2 7 8 2 . 4 678 2 . 9 178 2 . 5 8 7 8 2 . 5 1 7 8 2 . 6 4 7 8 2 .69 7 8 3 .05 7 83 .1 8 7 8 2 .92782 . 8 1 7 8 2 .65 7 8 2 . 0 2 7 8 2 .05 7 8 2 . 4 778 2 . 0 1781. 7 9 7 8 2 . 0 2 7 8 1 . 6 9 7 8 1 . 86 7 8 1 . 9 3782. 2 8 7 8 1 .83 7 8 1 . 99 7 82 .4 4 7 8 2 . 7 5 7 8 2 . 8 9 7 8 2 . 7 6 7 8 2 . 6 2 7 8 2 . 9 2 7 8 2 . 9 4 7 8 3 .00 7 8 2 . 9 5 7 8 3 .34 7 83 .46 7 8 3 . 4 3 7 8 4 . 5 7 8 3 . 0 7 8 3 . 778 5 . 6 2 7 8 5 . 20 7 86 .0786. 0783 . 5 7 85 .9 7 8 5 . 2 785. 0 7 8 6 . 5 9786.11FFE7 8 6 . 1 6 7 8 5 . 8 4 7 8 5 . 9 7 8 6 . 67 7 8 6 . 9 5787. 0 7 8 6 . 6785. 7 785. 4 7786. 1 3 7 8 6 . 3 9 7 8 5 . 3 784 . 7 7 8 6 .26 7 8 6 . 1 8 7 84 .4 7 8 4 . 3 7 8 3 . 2 6 783 . 4 7 7 8 3 . 46787.43FFE7 8 7 . 3 2 7 8 7 . 2 1 7 8 7 .3 7 8 7 . 5478 6 . 6 7 8 5 . 9 787 .8 7 8 6 . 7 7 85 .5 7 8 7 . 1787 . 2 7 8 6 . 8 7 8 7 . 9 7 8 8 .3 7 8 7 . 9 7 8 7 . 4 7 8 8 . 1 6788. 0 7 7 8 7 . 8 6 7 8 7 . 3 9787 . 6 0788 . 2 7 8 9 . 0 7 8 8 . 1 7 8 7 .5 7 88 .3 7 8 8 . 5787. 7 7 8 8 . 6 7 8 8 . 8 7 8 8 .8 7 8 8 . 4 789 . 1 7 8 8 . 9 788 . 5 3 7 8 8 .9 788 . 4 5 7 87 .8 6787 . 4 8 7 8 8 . 3 7 8 6 . 7786. 6 5 7 8 6 . 5 578 6 . 7 0 7 8 6 . 8 3 78 6 . 0 0785 . 5 9 7 8 5 .90 7 8 5 .64 7 8 6 .07 7 8 5 .70 7 8 4 .56784 . 8 6 7 8 4 . 4 5 7 8 6 .26 7 8 6 . 2 1 784. 8 8 7 8 4 . 9 2 784 . 5 5 7 84 .42 7 8 3 . 7 1 7 84 .09783 . 6 4 7 8 3 . 7 1783 . 4 0 7 8 3 . 8 7 7 8 4 . 4 0 7 8 4 . 4 2 7 8 3 . 9 7 82 .6 9 7 8 2 . 2 5 7 82 .7 3 7 8 3 . 6 478 3 . 6 4 784 . 3 078 4 . 1 1 7 84 .5 0 7 8 4 . 7 9 7 8 4 . 8 2 7 8 5 . 8 795 . 7 8 7 9 7 . 1 7 97 .1 7 9 4 . 9 7 9 4 . 24 7 9 4 .37 7 94 .7 8 7 9 5 . 9 1 7 9 5 . 42 79 5 . 8 7 7 9 6 . 28 7 9 6 . 0 3 7 9 5 . 9 0 7 9 5 . 7 1 7 9 5 . 6 4 7 9 5 .48 795 . 0 5 7 9 5 . 2 8 7 9 5 .15795 . 0 2 7 9 4 . 9 0 7 9 4 .5879 4 . 5 7 7 9 5 . 2 6 794. 9 5 7 9 5 . 4 9 7 9 4 .66 7 9 5 . 04 8 0 5 . 7 8 06 .5808.96BLD HT796.88TCF7 9 5 . 14 7 9 5 . 6 5 794 . 9 2 7 9 5 . 4 4 7 9 4 . 9 0 798 . 0 6794 . 9 6 7 9 5 .46 7 9 5 . 4779 4 . 9 1 7 9 4 .96 7 9 5 . 4 6 7 9 5 . 4 3794 . 9 8795 . 4 9 7 9 4 . 58 7 9 4 . 1 5794 . 6 8 7 9 3 . 5 3 7 9 2 .93793 . 0 779 3 . 6 0 7 9 3 .78 7 9 3 . 3 2 7 93 .7 8793 . 6 8793 . 1 6 7 9 3 .19 7 9 3 .70 7 9 3 . 7 2793 . 1 6793 . 8 3 7 9 4 .39 7 9 7 . 9 7 9 0 . 6 5 7 9 1 . 4379 0 . 9 6 79 1 . 3 6 7 9 0 . 93 7 9 1 . 3 2 7 90 .9 9 7 9 1 . 2 2 7 9 3 .6979 3 . 1 1 7 9 0 . 2 3 791 . 0 0 7 9 0 . 5 4 790 . 7 1 791 .1 7793 . 0 3 7 9 2 . 5 3 7 9 2 .76 7 9 3 .73 792 . 3 9 79 0 . 9 3 7 9 0 . 8 3 7 9 2 .24 7 9 2 . 0 7 791 . 1 4 7 9 0 . 3 7 7 9 1 . 11 7 9 2 .10 G PPM MONITOREEEE E EEE E G G E E G G TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8 W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')[N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"A LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:STATE OF ILOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD117116115114104103OUTLOT AOWNER:MCHENRY CITY OFWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCL DITCHEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150. 0 0 ' 175 . 0 0 'ON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473 0.08' W0.18' N50.00'10"6""2"8"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCE779 47 9 0 2 870 . 1 9 78 7 8 7 . 4 7 8 7 . 6 5 6 5 6 5 55 7 8 7 8 7 . 72 72277278 7 . 7 9 7 9 7 9 . 7 7 8 8 . 1 8 8 . 1 8 . 1 8 8 7787 . 8787 8 7 . 8 7 8 7 7 78408 9 3 49343937 8 777 7 . 9 3 2 4 7 8 22222 2 6 6 2 6 2 6 7 7 7 7 8 7789 . 0 3 788 .4 78 33 7 8 9 . 3937 8 9 . 3 . 3 7 8 7227272 7 8 7 7 999 7 8 7 . 7 2 7 2 1 7 7 8 7 .67778 7 . 7 4 7 4 7 8 7 .67 7 8 7 .67778789 0 1 9 0. 1 7 9 0 .1 9 0 36 7 9 7 790 . 470 . 4 0 . 3 . 3 4 000000 9 0 0. 1 7 66 70. 3 2 6 2 6 22 790790797902 9 0900 96 .3 96 33798 . 2 8 . 27986.36.3338 0 3 . 3 3 . 3 0 3 8 0 1 .8 0 1 89 6 . 262 8 0 6 . 7 8 0 4 .9 4 .9 8 0 6 480 7 . 380 7 8 0 8 . 2 8 0 8 0 7 .2 8 0 1 .0 8 0 0 1 .0 8 0 7 . 575 68 0 7 . 2 8 0 7 8 0 5 . 9 8 0 6 0 6 8 06 8 0 5 . 2 880 2 . 380 2 . 3 7 9 9 . 0 7 9 9 0 7 96 .4 96 4879 6 . 6 . 679 6 0 0 2 .5 22 .5 77 9 8 . 7 9 8 7 8 . 787. 7 808. 282 807. 77. 77. 7 80 6 . 080 6 000 8 0 5 8 07 .487 9 0 . 6 7 90 .7 791 .1 7 90 .9 7 9 1 . 0 7 9 1 . 6 7 9 2 . 1 7792 . 8 7 9 3 . 8 7 9 4 . 7 7 9 5 . 6 6 7 9 6 . 8 8 7 9 8 . 1799 . 4799 800 . 4040. 4 8 0 1 . 6 . 6 8 0 3 . 0 8 0 4 . 5 0 4 8 0 5 . 9 9 8 0 7 . 2 8 808 . 5088 09 .2 8 09 8 0 9 . 5 5 809 .4 8 0 9 . 4 8 0 9 . 5 809 . 4 8 0 9 .7809 . 480 9 . 080 9 . 0 8 08 .8 8 0 7 .980 7 . 180 7 . 1 80 6 . 8 8 0 808.8088 0 8 .2828 .2 8 08 .0 8 0 7 . 8 8 07 .8807 . 9 9 8 0 7 .1 8 0 6 . 0 804 . 7 4 . 7 8 03 .5 8 03 801. 9 9 8 0 0 . 606 799 . 4799 7 9 8 . 1 796. 8 795 7 9 7 9 7 9 7 9 7 9 79791. 41. 4 7 9 1 . 579 1 . 7 791 .8 7 9 7 . 4 9 7 7 9 7 . 2 7 7 9 7 .0 8 0 8 0 1 .2 8 8 01 .1 8 8 0 1 . 2 8 080 9 . 8 809 . 6 8 0 9 . 5 08 .3807. 70788807. 207728 0 6 . 3 6 . 380 6 . 180 6 . 1 8 06 .0 8 06 4 8 0 3 .4 8 0 3 888887 9 8 . 2 9 8 7 . 2 8 0 8 . 7 8 0 8 . 2 8 0 8 . 1 8 0 8 8 0 7 .8 8 0 7 . 5 807 . 47 8 0 7 .0 8 0 7 .080 680 6 7 9 1 . 7 9 1 7 79279 2 . 179792. 32. 3 7 9 6 .4 9 6 7 9 6 . 0 7 9 5 .7 7 9 9 . 5 5799 . 8 7 9 9 . 9 8 0 0 .1027 9 0 . 5050 . 5 0 .447 9 0 .4040 .47790 . 2 7 9 7 . 1 7 9 7 7 97 .1 7 9 7.133669 6 . 2 9 6 . 2 6 . 2 . 2 7 9 7 9 7 9 7 8 0 5 8 0 5 0 5 00 8 0 66 479447 9 0 . 4777 . 9 9 8 1 0 . 0809. 2809. 2806. 68066. 6 8 0 2 8 0 8 0 2 6 . 4 479 6 . 479 6 . 479646 . 4 7 9 9 . 9 7 9 9 9 7 9 9 . 9 8 03 .3338 03 . 8 0 6 . 7 7 8 0 6 . 7 6 . 7 6 . 7 806 .2 806 .228 0 2 . 4 0 2 4 8 0 7 9 9 .117 9 9 .1 7 7 9 7 9 6797 . 7797 . 8 0 0 . 1 8 0 0 . 180 2 . 4 0 2 48080 5 . 680 5 5680 4 . 54580 4 801. 201 280 7 98 .1 98 1 7 796 .4 796 .46446161161 7 9 7 .6 7 9 9 . 9 7 9 7 9 9 . 9801 . 901 . 9 804 .6468 03 .63600 4 00 4 7 9 7 7 9 7 7 9 5 7 9 4 . 7 9 7 . 1 9 7 1 7 9 799 .7 7 7799 . 8 02 .2 02 2 8 0802. 0802. 0 7 9 9 .8 7 8987 9 9 7 9 5 . 7 7 9 5 7 7 7 9 3 . 7 9 3 7 9 3 . 2 4 7 7 9 5 . 2 7 9 5 . 5 7 9 7 795 . 0 2795 . 0 2797 7 9 5 7 9 4 . 8 8 7 9 5 7 9 8 7 9 7 9 5 . 8 9 5 8587 9 6 8 7 9 5 7 94 . 7 9 7 9 7 9 2 2 2 2 9 5 . 2 2 27227272727272722 2 2 2 2 2 2 227277. 2 2 727 9 4 .4 7 9 4 7 7 9 4 7 9 3 . 8 7 9 4 7 9 4 7 9 7 9 5 . 7 9 7 9 787 9 5 7 96"6"6"6""6"7 9 7 7 9 7 9 77 7 9 7 9 4 . 5 0 7 9 4 . 4 9 7 9 4 . 5 0 7 9 4 . 5 0227 95 .6222227 9 5 . 0 5 7 95 .62 7 95 .62 7 9 5 . 17 5 7 5 7795 . 5555 7 7 9 5 . 17 7 9 5 . 17 11 5 7 5 7 7 9 7 9 6 . 1 6 1 6 1111 6 1 6 7 9 5 . 6 9 7 9 6 . 1 6 7 9 6 . 1 6 6 1 8 1 8 7 9 5 . 1 8 1 85115111 8 794 .7 676 7 9 5 . 1 8 7 9 5 . 1 8 888847477 9 5 72272727 9 4 .72 7 9 5 . 7 9 5 7727 9 4 . 9 04909 0 7 9 5 . 1 2 5 7 9 5 . 09 795 . 5 1 7 9 5 . 9 1 7 95 .9 29292 7 95 .6 3 7 9 7 9 7 9 4 . 8 7 9 4 . 8 88 7 8 7 7 9 5 . 3 4 3 4 3 4 3 4 3 4 33 4 3 4 3 4 3 4 3 4 99R 7 9 7 9 4 . 4 1794. 8 5 7 9 4 . 4 1 7 9 4 . 4 1 795 . 0 7 79579 4 . 6 279 477 795 . 4 7 9 5 . 1795 . 4795 7 9 5 . 8 6 7 9 5 . 4 2 7 9 5 . 8 6 7 9 5 . 8 6 7 9 5 .28 7 9 5 .70 7 9 5 .2 7 9 5 .2 7 9 4 . 9 1 7 9 4 . 8379 5 . 1 979 5 1 9 7 9 5 . 1 5 9 5 5 1 7 1 7 9 4 . 6 9 77 9 4 6 9 7 4694 . 6 7 9 777 1 5 1 5 55 7 9 5 . 1 7 9 5 9 5 9 . 1 1 77777777 77797979 7 9 5 . 9597 9 5 9 55447 9 5 .454547 9 6 . 6 7 95 .9 95 .9 7 9 6 . 2 7 9 6 . 2 22262622 6 9 6 . 7 9 6 .79 6 . 3 9 6 . 37979 36363363796 . 06. 096 06060969 5 . 5 795 . 3 79595 395353 4 . 5 0 7 9 7 9 . 4 4 . 5 5 . 1 2 4 7 1 2 1 2 7 9 5 . 0 8 9 5 0 7 9 5 7 9 5 . 11 9 5 . 5 9 5 5 7 9 5 .775777 9 5 . 6 5 7 9 5657 9 5 . 9 4 7 9 5 . 9 9 5 9 5 5949 5 9 7 9 6 . 04 9 6 04 7 9 795 . 7 9795 . 8 9 9 1 9 1 795 . 8 7 9 1 1795 . 5 8 7 9 4 . 9 9 4 9 4 7 9 4 . 24 7 9 4 7 9 7 7 9 7 9 7 9 4 .37 4 .37 7 77 9 4 . 24 7 9 4 . 2 9 4 9 4 7 94 .7 8 8 7 7878 7 9 4 .37 7 9 4 .373777 777 7 9 6 . 0 360377 9 5 . 9 0 7 9 5 . 9 9 5 9 0 9 5 7 9 5 . 7 1 7 9 6 . 6 7 9 6 . 6 7 9 5 . 6 4 6 4 7 95 .9 7 95 .95.9.9 7 9 5 .4 795 0 795 . 77 7 9 5 .4 7 9 5 2 8522 7 9 5 .15 7 9 5 .4 7 9 5 .4 .4.4 5 .151510 2 0 7 9 4 . 9 0 9 4 . 9 0 4 .4909 7 9 4 .5855 7 5 7585858585 779 4 . 5 55 7 7 9 4 .5 7 9 4 .5555555 7 7 9 4 .66 7 9 5 . 04 7 9 4 .66 7 9 4 .668"9888"8"84880 5 0 5484888511 1 4 1 1453111 794 . 3 494 7 9 479 4 4 7 9 4 7 9 4 1 7 9 4 . 4 7 9 4 1 7 9 4 . 1 3 .44 7 9 3 479 3 . 9 1 9 3 9 9 1 9 9 3 9 3799 7 9 3 . 7 0793 . 6 2 6 2 7 9 3 .21793 . 6 2793 . 6 2 22 7 9 3 . 6636 793 . 7 8 3 793 . 7 6 7 7 9 4 .15 7 93 .5 6 7 9 3 . 973997 7 93 .5 6 7 93 .5 659 7 7 92 .5 35 7 9 2 . 9 6 7 9 2 7 9 3 . 00 7 9 2 . 8 979 2 . 3 7 2 . 373 3 3792. 3 79 2 . 9 0 9 2779 2 . 3 779 2 . 3 7 2279 3 . 0 330372 4792 . 4 479 2 . 2 0 27792 . 0 3 79791 . 6 3791 792 . 0 3 792 . 0 397 9 2 . 1 1 7 9 1 . 9 8 7 792 . 1 3 . 1 8 7 7 91 .61 .61 7 7 9 2 . 1 0 9 2 9 2 7 91 .6 7 91 .6 2 791 . 3 0 7 9 7 7 9 4 7 79797997746 77 333 7 12102102 11117 92 1 0 7 92 .4 6 0 W. LINE OF E. 755.70' OW. LINEL 7 OO 7 9 1 . 0 9 1 . 0 W. LINE EE7 9 1 . 7 9 1 . 7 9 1 9 1 11 7772. 02. 0 (S00° 04' 30"(S00° 04' 30"11030 777877 8 ((S 7878773030330S00° 0S00°7 8 7(S(S((S9(S44S(N89°35' 18"E)(N89°35'18"E)(N89(N893518 E))EE77EE808000883636888 00 .4 8 00 4 8 0 8 00 0000 (528.84')(52884')(528.84)')'89999 ))))8.88.8(N00° 06' 19"W)6'08 0 6 . 2 0 6 8 06 .26222 °°8 0 8 0 8 0 5 .5 8 0 5 .5 8 0 5 . 7570 5 . 7570 5 .5 0 5 .55555(100.30')30).3.8 0 6 .6 8 0 6 .6[N89° 28' 57"E][N89° 28' 57"E] 808088 03 8 03 8 03 8 03 [N00° 12' 40"W]40"W]N0 6 .4 0 6 .41880 6 . 080 6 . 080 680 6 000 ]]448 0 6 . 0 8 0 6 . 0 8 0 6 0 6806. 406. 4 4[88 06 .5 06 .5 6 .4 6 .4 6 08 0 8 0 8 0 8 0 "NO BUILDINGS EXIST ON PROPERTY"RTNN8 08 .3 8 08 OTJW 7 8 7 8W W WW797997"WWW7979S00°07' 17007 9 7 9S79790 7 7979S 77979S00° 07' 17"WN89° 46' 51"E 528.84'N89° 46' 51"46 51E528 84'28.8479797979E7 9 6 . 1 7 9 6 . 1 9 6 9 6 77 6 . 1 6 . 1 6 . 1 . 1 E7 9 7 .6 7 9 7 .6 7 9 7 . 7 9 7 . 3 7 9 7 . 3 33NN77 0.08' WW.08W333333 30.08 0 1 8 0 1 8 0 1 8 0 WWWW0.18' N8 00.11N.08 0 3 . 8 0 3 0 3 3 8 0 8 0 50.00'7 9 7 9 4 3 4 3 55 1 2 1 2 4 7 4 7 1 2 2 1 2 2 10"177 77 010100177011""""2"28"88886""33603036900 22" x 22722 0°0°218"15"66BIT.CONC. WALKCONC. W77 9 6 7 9 6 7 C.7 9 6 . 7 9 6 77C77 WONC WWOODOWOK2 7 2DECK8 7 7 2 8 7 7 2 7 2 7 2 77 KWOODWOOENCE0404FE9EN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C2.0 ExCn20776.dwg3/25/2021EXISTING CONDITIONS PLAN - NORTH AUTHENTIX - MCHENRY SEE SHEET C2.11" =060 6060'30 81 2 . 5 6 812 . 5 8 1 1 .8 8 1 3 . 0 8 1 2 . 6 8 0 8 . 880 1 . 7 7 9 3 . 378 7 . 7 7 8 6 . 0784 . 4 7 8 8 . 8792. 3 8 0 0 .2808 . 3 8 1 2 . 4 813 .8814 . 4 8 14 .4814 . 2 8 1 3 . 2 8 1 3 . 1 8 1 4 .081 2 . 880 8 . 0 8 0 1 .8793. 5 785 . 0 7 87 .9 7 9 6 . 0 8 0 4 . 4 8 1 2 . 5 813 . 6 8 1 3 . 3 8 13 .1 8 1 0 . 6 803 . 6 795 .4 7 8 6 . 4784 . 1 7 8 3 . 9 7 8 6 . 4 7 9 3 . 9 8 0 4 . 7 8 1 1 . 2 8 1 3 . 5 814 . 1 8 1 4 .8 8 1 4 . 2 8 1 4 . 8 8 1 4 . 1 8 8 1 4 . 3 4 8 1 4 .17814. 4 0 814 . 2 7 8 1 3 .7 8 1 4 . 6 8 1 3 . 9 816. 0 8 13 .6 8 14 .0814. 8 8 1 3 . 75 814 . 9 8 1 4 . 2813. 6 8 1 3 . 9 813 . 6 8 1 3 . 8 8 1 3 . 3 813 . 2 8 12 .8 8 1 2 . 7 8 1 3 . 1 8 13 .4 5 8 13 .3 0 8 1 4 . 9 8 1 3 .2 813 . 3 8 1 4 . 1 8 1 3 .60 8 1 3 . 8 6 8 1 3 . 8 8 8 1 3 . 8 6813 . 8 5 8 0 1 . 4 8 0 1 . 1 800 .5 8 0 0 . 8 8 00 .4 803 . 5 4 8 03 .3 8 8 0 3 .5080 0 . 2 8 0 0 . 3 8 0 0 . 27 8 0 0 . 3 6 8 0 0 . 0 7 9 8 . 6 7 9 8 . 6 7 9 8 . 5 7 9 8 . 4 798 . 9 7 9 8 . 7 7 9 6 . 9 7 9 8 . 1796 . 479 7 . 2 7 9 7 . 2 7 9 7 . 6 7 9 6 . 5 7 9 6 . 0 7 95 .6 7 9 5 . 1 7 9 5 . 2 7 9 5 . 1 7 9 6 .3 7 9 4 . 0 794 . 0 7 94 .2 7 94 .6 794 . 7 7 9 5 . 4 7 9 4 . 6 794. 7 7 9 5 . 0 7 9 4 . 2 7 9 4 .0 7 9 4 .279 4 . 1 79 4 . 0 7 9 4 . 1 7 9 4 .3 7 9 3 . 3 793. 4 7 9 5 . 2 7 9 7 .2 8 0 0 . 1800. 4 7 9 6 .3798. 2 8 0 3 . 3 8 0 1 . 8 7 9 6 . 2 8 0 6 . 7 8 0 4 . 9 8 0 6 .480 7 . 3 8 0 8 . 2 8 0 7 .2 8 0 1 . 0 8 0 7 . 5 8 0 6 .6 8 0 7 . 2 8 0 5 . 9 8 0 6 . 2 8 06 .2 8 0 5 . 2802 . 3 7 9 9 . 0 7 96 .4 7 9 6 . 3 7 9 9 . 2 8 0 2 . 6 804 . 2 8 0 5 . 9 8 0 7 . 0 8 1 0 . 4 8 0 8 .5 8 0 7 . 2807. 6 806 .5 8 0 6 . 0 8 0 6 .1806 . 4 8 0 5 . 8 8 0 6 .3 8 0 6 8 0 8 0 7 8 0 5 .9807 . 8806. 580 5 . 8 8 06 .380 9 . 6 8 0 7 .4 8 1 0 . 2806 . 1 8 0 7 . 0 8 0 9 . 681 1 . 4 8 11 .6810 . 9 8 1 1 . 3 810 8 1 1 . 1 8 1 1 . 5 8 1 1 . 2 8 08 .9 808 .480 9 . 4 8 1 0 . 3 8 1 0 . 1 8 0 9 . 3 8 0 7 . 580 7 . 1810 . 1 80 9 . 4 8 0 7 . 0 8 0 6 .6 8 0 6 . 8 8 0 8 0 7 .0 8 0 7 .1 8 07 .2 8 0 7 .2 8 0 6 . 3 806. 2 8 0 8 . 9810. 2 8 0 9 . 1 8 07 .5 8 0 6 . 0 8 0 7 .0806 . 9 8 0 6 .8 8 1 0 .8805 . 080 5 . 3 8 0 5 . 3 80 5 . 8 8 0 5 . 3 8 0 5 .780 6 . 2 8 0 5 . 2 807 .0 8 0 6 . 2 80 5 . 9 8 0 5 . 3 807 . 7 7 9 5 . 7 9 5 7 9 6 . 2 1 7 7 9 6 . 8 5 7 9 6 . 49 7 9 5 . 9 2 7 9 5 . 9 0 7 9 5 . 8 9 7 9 6 . 81 796 . 1 8 7 9 6 . 1 2 G 796 .8 2 7 96 .2 4 796 . 7 4 7 96 .7 2 7 96 .77 7 9 6 . 3 1 7 9 6 .26 7 9 6 . 3 7 7 794797 9 4 .93 795 . 4 2 7 9 5 . 1 5 795 . 2 4 PPM MONITOR7 9 5 .77 7 9 5 . 7 9795. 2 7 7 9 5 . 5 8 7 9 5 . 1 579 5 . 4 2 7 9 4 . 94 795 . 0 4 7 9 4 .9879 5 . 2 8 7 9 4 . 8 2 7 9 4 . 5 0 7 9 4 . 4 9 7 9 5 .9079 5 . 8 6 7 9 5 . 8 4 79 5 . 7 6 7 9 5 .62 7 9 5 . 0 5 7 9 5 . 1 7 795 . 5 7 7 9 5 . 8 796 . 0 0 796.81FFE7 9 6 . 7 2 7 9 6 . 1 6 7 9 5 . 6 9 7 9 5 . 1 8 7 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LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-4SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McH PER DOC (S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')[N89° 28' 57"E][N00° 12' 40"W]"NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P D O C . 1 9 9 9 R 0 0 McHENRY COMMONS SUBDIVISION 2 T H E O A K S O F M c H E N R Y P H A S E 1 DO C . 9 0 R 4 6 6 4 9 OWNER: BT MCHENRY LLC OWNER:MCHENRY CITY OFOWNER:RODRIGUEZ J OTERO GMOWNER:KEITH E TAMMY M VARKALISOWNER:HPA BORROWER 2016 MLLLCOWNER:MCHENRY CITY OFOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINK13OUTLOT A334142OUTLOT B1231221211201191181171161SBM #1GENERATOR2 STORYFRAMEBUILDINGWINDOWWELL2 STORYFRAMEBUILDINGEDGE OF TREESEDGE OF TREES10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 0466496' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'ONLINEONLINEONLINE0.20' W0.09' W0.08' W0.18' N50.00'0.14' NON LINE0.10' N0.16' N0.80' SAT CORNER10"6""2"8"10"12"8"8"10" x 24"18" x 218" x 222" x 48"7 9 2 . 2 7 9 2 . 4 16" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. 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2001R0013473FFEFFE111PPEERR R DDOOOCC.. 2200001RR00001133447733OOD9090900 NCE9999 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C2.0 ExCn20776.dwg3/25/2021EXISTING CONDITIONS PLAN - SOUTH AUTHENTIX - MCHENRY 1" =060 6060'30SEE SHEET C2.0 DEMOLITION NOTES1.THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THECONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES ORPROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARETHE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITEDTO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:xUTILITIESxCONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAINSHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TOOBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER ANDGEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IFCONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT ASSTRUCTURAL FILL.4. STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUEDFROM USE PRIOR TO START OF WORK. OWNER ASSUMES NORESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BEDEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDINGPURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR AS PRACTICABLE.HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'SREMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITIONWORK.5. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED ASWORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMSMUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGEOR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.6. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH AMANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,WALKS AND OTHER ADJACENT FACILITIES.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS,PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BERESPONSIBLE FOR REPAIRING THE SAME.8. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEINGDEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINSTDAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGEFOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED.CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, ANDSEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.9. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDSAND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIESTO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THEGEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS)SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THELOCAL MUNICIPALITY'S REQUIREMENTS.11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND ANDOVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALLBE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BEREPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BEPROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BECOMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TOCOORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNERTO MAINTAIN AN ACCEPTABLE LEVEL OF SERVICE.13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLEMETHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THEAIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN A LEGAL MANNER.15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROMDEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACTDOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREEPROTECTION AND PRESERVATION.17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY ANDSEALED BY STATE LICENSED WELL DRILLER PER ILLINOIS DEPARTMENT OFPUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS.18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUNDSTORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BEENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TODETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION ORREMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUNDSTORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATESTANDARDS.G PPM MONITOREEEE E EEE E G G E E G G TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8 W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')[N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:STATE OF ILOTJOWNER:SANTO J CATOWNER:JOHN L TROWNER:KRISTINEREINHAR1104WATERELEV. = ±778.2ON 01-28-21CL DITCHCL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSOREDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150. 0 0 ' 175 . 0 0 'ON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473 0.08' W0.18' N50.00'10"6""2"8"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 106"6"6"6" x 26"6" x10" x 28"10"8"8"8"8"10"6"6" x 28"6"6"6" x 26" x 26"5" x 25" x 46"8"16"12"10"7"8" x 28"16"6" x 28"6"8"6"6" x 26"7"6"6" x 27"8"6" x 26"6"6"6"6" x 310" x 26"6"6"4" x 68" x 38"8"7" x 28"8"6"6"6"6"6"9"6" x 56"10"8"6"6"EXIBUIFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEEXISTING TREESTO REMAIN & BEPROTECTED (TYP)EXISTING TREETO BE REMOVED(TYP)EXISTING GRAVELTO BE REMOVED75 LF CURB REMOVALDEMOLITION LEGENDCONCRETE TO BE REMOVEDEXISTING ITEM TO BE REMOVEDEXISTING GRAVEL TO BE REMOVEDITEM TO BE REMOVEDSAWCUT LINE86"6"6"6"6"8"88"8"8W. LINE OF E. 755.70' O W. LINE (S00° 04' 30"(N89°35' 18"E)(528.84')(N00° 06' 19"W)(100.30')[N89° 28'57"E][N00° 12' 40"W]"NO BUILDINGS EXIST ON PROPERTY"OTJS00°07' 17"W N89° 46' 51"E 528.84'0.08' W0.18' N50.00'10"010011"""2"28"8886"22" x 20°0°218"15"619118BIT.CONC. WALKWONC WWOODODECKKWOODWOOFENCEEEXISTING GRAVELTO BE REMOVED75 LF CURB REMOVALN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C3.0 Demo20776.dwg3/25/2021DEMOLITION PLAN - NORTH AUTHENTIX - MCHENRY SEE SHEET C3.11" =060 6060'30 G PPM MONITORPSDE G GETPTPTP8"6"6"6"8"12"12"S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-4SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McH PER DOC (S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')[N89° 28' 57"E][N00° 12' 40"W]"NO BUILDINGS EXIST ON PROPERTY"McHENRY COMMONS SUBDIVISION 2 T H E O A K S O F M c H E N R Y P H A S E 1 DO C . 9 0 R 4 6 6 4 9 OWNER: BT MCHENRY LLC OWNER:MCHENRY CITY OFOWNER:RODRIGUEZ J OTERO GMOWNER:KEITH E TAMMY M VARKALISOWNER:HPA BORROWER 2016 MLLLCOWNER:MCHENRY CITY OFOWNGR LOWNER:MATTHYS W OWNKEITHOAOWNER:JASON J CAITLOTJ13OUTLOT A334142OUTLOT B11SBM #1GENERATOR2 STORYFRAMEBUILDINGWINDOWWELL2 STORYFRAMEBUILDINGEDGE OF TREESEDGE OF TREES10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 0466496' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'ONLINEONLINEONLINE0.20' W0.09' W0.08' W0.18' N50.00'0.14' NON LINE0.10' N0.16' N0.80' SAT CORNER10"6""2"8"10"12"8"8"10" x 24"18" x 218" x 222" x 48"7 9 2 . 2 7 9 2 . 4 16" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6" x 26"6" x10" x 28"10"8"8"8"8"10"6"6" x 28"6"6"6" x 2612107"78"66"610' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEBFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALKEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGWOOD FENCEWOODDECKWODECWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEEXISTING TREESTO REMAIN & BEPROTECTED (TYP)EXISTING GRAVELTO BE REMOVEDEXISTING TREETO BE REMOVED75 LF CURB REMOVALDEMOLITION NOTES1. THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THECONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES ORPROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARETHE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITEDTO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:xUTILITIESxCONSTRUCTION DEBRIS2. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAINSHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TOOBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.3. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER ANDGEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IFCONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT ASSTRUCTURAL FILL.4. STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUEDFROM USE PRIOR TO START OF WORK. OWNER ASSUMES NORESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BEDEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDINGPURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR AS PRACTICABLE.HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'SREMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITIONWORK.5. ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED ASWORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMSMUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGEOR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.6. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH AMANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,WALKS AND OTHER ADJACENT FACILITIES.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS,PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BERESPONSIBLE FOR REPAIRING THE SAME.8. EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEINGDEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINSTDAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGEFOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED.CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, ANDSEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.9. EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDSAND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIESTO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITHENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THEGEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS)SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THELOCAL MUNICIPALITY'S REQUIREMENTS.11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND ANDOVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALLBE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THEGOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BEREPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BEPROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGEDSTRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COSTSHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BECOMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TOCOORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALLMINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNERTO MAINTAIN AN ACCEPTABLE LEVEL OF SERVICE.13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLEMETHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THEAIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TOENVIRONMENTAL PROTECTION.14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN A LEGAL MANNER.15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROMDEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACTDOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE(CA-6) OR APPROVED EQUAL.16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREEPROTECTION AND PRESERVATION.17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY ANDSEALED BY STATE LICENSED WELL DRILLER PER ILLINOIS DEPARTMENT OFPUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS.18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUNDSTORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BEENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TODETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION ORREMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUNDSTORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATESTANDARDS.DEMOLITION LEGENDCONCRETE TO BE REMOVEDEXISTING ITEM TO BE REMOVEDEXISTING GRAVEL TO BE REMOVEDITEM TO BE REMOVEDSAWCUT LINEG PPM MONITOR8"6"6"6"6"12"1112"11OF SE 1/4 OF SEC. 23-4 OF THE OAKS OF McH PER DOC E)(1090.14')(N00° 06' 19"W) 1090.12'N00° 05' 28"E100.33'0.09' W6""6"8"84"100 446"6" x6x10" x 20"8"10"""18"1919"11"1188""888"1018"10"""110"6"6" x 26"6"68"6"6"6" x 266x2x212111017"xx2x2886" 6" 668"8"66666666"6"6"6"6FENCE XF17.34' WW12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473PPEERR R DDOOOCC.. 2200001RR00001133447733OOD9090 NCE99 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C3.0 Demo20776.dwg3/25/2021DEMOLITION PLAN - SOUTH AUTHENTIX - MCHENRY SEE SHEET C3.01" =060 6060'30 NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.EEEE E EEE E E E TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334 6 0 0 4 6 "NO BUILDINGS EXIST ON PROPERTY"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:STATE OF ILOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD12011911811711611511410410OUTLOT OWNER:MCHENRYWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150 . 0 0 ' 175. 0 0 'ONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473 0.08' W0.18' N50.00'10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINBUILDINFENCE X043'EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDSBUILDING12G12G8G8G8GRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIAL18.5'24'18.5'11'18.5'24'18.5'9'9'9'STORMWATERMANAGEMENTEASEMENT10285123828312624912729292191121221111258458121119745391232928259571111192161111812428112273312N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.0 OverallSite20776.dwg3/25/2021OVERALL SITE PLAN AUTHENTIX - MCHENRY 1" =060 6060'30PARKING SUMMARYREQUIRED SPACES (PER 288 UNITS)STANDARD SPACES = 596ACCESSIBLE SPACES= 12TOTAL SPACES = 608PROPOSED SPACESSTANDARD SPACES = 514ACCESSIBLE SPACES = 21TOTAL SPACES = 535GARAGE SPACES = 48TOTAL SPACES PROVIDED = 583 N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WCIRCUIT COURT CASE NO. 73-375630' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK 5'5'R35'R40'R362'R367'R397'R402'R435'R430'R1290'R1285'R105'R100'NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. ALL PEDESTRIAN GATES TO BE ACCESSIBLE BYKEY FOB OR KEYPAD.CURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION8" AGGREGATE BASE COURSE (CA6)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg3/25/2021LAYOUT AND PAVING PLAN - AREA 1 AUTHENTIX - MCHENRY S0.14' NLY0.22' WSEE SHEET C4.31" =030 3030'15SEE SHEET C4.2KEY MAPN.T.S.AREA 1 E EEE E E EE E E ETPTP TPTP8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473STEELRAILBOLLARD(TYP.)TRASHCOMPRESSORHIGH 1 STORYCONC. BLOCK &BRICKBUILDINGN00° 05'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'ONLINE& 0.14' N0.06' W& 0.20' N0.09' WPER DOC.2001R001347312' P.U.E. PER DOC. 2001R00134736"12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK L24ABLDG 3BL24ABLDG 4AL24ABLDG 5AGROUNDS BUILDING51.89'94.02'87.85'83.81'64.00'196.91'R3'R2'R3'R4'R4'R3' (TYP)R3' (TYP)R18' (TYP)R4'(TYP)R4' (TYP)RR3'R3'R3809'(TYP)18.5'(TYP)9'(TYP)3.5' (TYP)5'3.5' (TYP)18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)5'5'9'9'9'9'9'9.5'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)18.5'(TYP)(4'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)3.5'3.5'5'27.5'9'(TYP9'9'9.5'9'(TYP)5'5'5'5'PET PLAYGROUND WITH 4' HIGHBLACK VINYL COATED FENCE,SEE PLANS BY OTHERS FORDETAILS2.5'2.4'3.5'3.5'3.5' (TYP)R173.5'R177'R11.5'R15'R23.5'R20'R55'R50'18.5' (TYP)24'18.5' (TYP)R314'R15'R20'CURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION8" AGGREGATE BASE COURSE (CA6)NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. ALL PEDESTRIAN GATES TO BE ACCESSIBLE BYKEY FOB OR KEYPAD.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg3/25/2021LAYOUT AND PAVING PLAN - AREA 2 AUTHENTIX - MCHENRY N00° 05'52"E 198.02'ONLINEONLLNENEINELLOEELLLONLINE& 0.14' N&&014&&10401&&&CKL24ABLDG3BL24ABLDG4AL24ABLDG5AGROUNDSGG BUILDING51.89'55555 83.81'64.00'196.91'R3'R2'R3'R3' (TYP)R3' (TYP)R18' (TYP)R4'4(TYP)R4' (TYP))RR3'R3'R3809'(TYP))(18.5'(TYP)()9'(TYP))(()35'33.5'35' (TYP)5'18.5'(TYP)()24'18.5'(TYP)()9'(((TYP))))(9'(TYP))()(9'9'9'9'9'9.5'18.5'(TYP)()24'18.5'(TYP)(TYP)9'(TYP))(9'(TYP)()18.5'(TYP)(TYP)((18.5'(TYP)(TYP))24'18.5'(TYP)9'P)P(TYPP9'(TYP)()(P)3.5'3.5'5'27.5'9'(TYP(9'9'9.5'9')(TYP)()(5'5'555''555555'5555555555555'55'555555555PET PLAYGROUND WITH 4' HIGHBLACK VINYL COATED FENCE,SEE PLANS BY OTHERS FORDETAILS2.5'2.4'3.5'3.5'3.5'()(((TYP)()R173.5'R177'R11.5'R15'R23.5'R20'18.5'(TYP)24'18.5'(TYP)R314'R15'R20'E EEE E E EE E TPTPTP8"812"121212"121212"8"886"6610"101010"101010"101015"151512"12128"888"888"8812"121215"151515"151510"101010"101010"18"88LOT 3RUBLOFF TOWNELCENTRE SUBEDOC 2001R0013473CSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSOR° 05' 28"E°000°°0000°000°00N0033'3333333333333100.N00° 05' 33"E 302.77'S89° 41' 50.06' W& 0.20' N0.09' W2001R001347312' P.U.E. PER DOC. 2001R0013473 BIT.BIT.15' PARKING SETBAC30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 94.02'87.85'R4'R4'3.5' (TYP)5'5'4'555555553333333333333333333333333R55'R50' (TYP)() (TYP)()2.9) W.W.F.50TION5C(TYP)(TYP)E ETPTPTPLOT 2RUBLOFFTOWNECENTRE SUBDOC 2001R0013473HIGH 1 STORYCONC. BLOCK &BRICKBUILDING6"12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473CURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW24" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)()PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N52" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCT8" AGGREGATE BASE COURSE (CA6)25TSEE SHEET C4.1SEE SHEET C4.4SEE SHEET C4.3 1" =030 3030'15KEY MAPN.T.S.AREA 2 116115114104OUTLOTEDGE OF TREES10' UTILITYEASEMENTPER DOC. 1999R0031334S61° 53' 16"E132.39'90.12'ON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W4"6"24"20"12" x 330"6"4" x 412" x 10EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXBUFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WSBM #2NO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK 30' BUILDING SETBACKL24ABLDG 4AL24ABLDG 6BL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11A12G12G8G30.00'30.00'30.00'30.00'64.00'35.02'129.96'64.51'79.26'65.85'65.85'92.74'97.57'64.67'83.12'55.86'64.67'92.59'42.94'114.13'R3'R2'3'R319'R319'R3'R3'R380'R69'R2'R141'R130'R3' (TYP)R18' (TYP)R380'R4' (TYP)R355'R3'R312'R3'R294'R43'R18'R3'9'9'9.5'24'18.5'(TYP)9'9'(TYP)18.5 '(TYP)24'18.5 '(TYP)9'(TYP)9'(TYP)8'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)9'9'9.5 '18.5'(TYP)9' (TYP )24'18.5'(TYP)9 ' (TYP )9' (TYP )18.5'(TYP)24.5'3.5'5'5'5'3.5'3.5 ' (TYP )3.5' (TYP)3.5'9'(TYP)18.5'24'18.5'(TYP)9'(TYP)9'9'9.5'9.5'9'9'9'(TYP)9'(TYP)9'(TYP)18.5'(TYP)24'18.5'(TYP)5'3.5'3.5'5'5'5'3.5' (TYP)9'(TYP)18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)9'(TYP)18.5'(TYP)18.5'(TYP)26.6'9'(TYP)18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)18.5'(TYP)29.3'9'(TYP)18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)9'(TYP)3.5'3.5'5'5'45.1'45.1'25'7.5'9'(TYP3.5'(TYP)3.5'3.5'5'5'5'5'PET PLAYGROUND WITH 4' HIGHBLACK VINYL COATED FENCE,SEE PLANS BY OTHERS FORDETAILSR3'R2'R3'R2'R3'R3'R2'2.5'1.5'3.5'3.5'R3'(TYP)R4'(TYP)3.5 ' (TYP )3.5' (TYP)R303.5'R300'R198.3'R201.8'3'3.5'R177'R314'R360'R198.3'R201.8'R3'(TYP)R18'(TYP)R3'(TYP)R1290'R105'R25'R30'R610'R615'R11.5'R15'3.5' (TYP)120.90'NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. ALL PEDESTRIAN GATES TO BE ACCESSIBLE BYKEY FOB OR KEYPAD.CURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION8" AGGREGATE BASE COURSE (CA6)N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg3/25/2021LAYOUT AND PAVING PLAN - AREA 3 AUTHENTIX - MCHENRY 116104OUTLOTEDGE OF TREES10' UTILITYEASEMENTPER DOC. 1999R0031334PS61° 53' 16"E132.39'90.12'ON LINE0.44' WAT CORNERAT CORNERA41141444 6"624"20"2012" x 3" x 30"6"64" x 44"12" x 100x 100EXISTINGBUILDINGEXISTINGBUILDINGEXBUFENCN17.34' W.FENCE X0.41' EFENCE XF0.11' WNO ACCESTO YARD TIME OFSURVEYWDWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACK515TBACKTBKCKACATET 30' BUILDING SETBACKSETEE 6666ETBACBB 448G30.0.00000000000'0064.67'64 6783.12'55.86'564.67'92.59'R43'3'43RR18'R3'3.5' (TYP)3.5'9'(TYP))(()5'5555555'555555'3.5'5'555'55'5'55'55518.5'(TYP)()29.3'9'))(TYP)(()(18.5'(TYP)(TYP)24'18.5'(TYP)()9'(TYP)()))(9'(TYP)))(9'(((TYP)))()5'25'R3'R2'R3'R3'R2'R3'TYP)R4'(TYP)3.5'(TYP)R25'R30'R610'R615'R11.5'R15'CURBB6.12 REGUB6.12 REVEB6.12 DEPRM3.12 MOU(SEE PLANSCONCRETEPABITUMINOUS P6" P.C. CON4" AGGREG4" P.C.CON4" AGGREGCONCRETE SIPAV2" HOT MIX2" HOT MIXPRIMECOASPECIFICA8" AGGREG0.14' NLY0.22' W7BL24BBLDG12AL24ABLDG 8BL24BBLDG11A12G12G3330.030330000000000.00'.30.00'0000000.00000030000.00'00000000000000300079.26'65.85'65.85'92.74'97.57'42.94'R141'R130'R4' (TYP)R355'R3'RR294'9' (TYP ) (T24.5'3.5 '333555'53335555555333335'5'33555333(TYP)(9'(TYP)18.5'24'18.5'(TYP)(TYP)9'(TYP))(()9'9'9.5'9.5'9'9'9'(TYP)(9'(TYP))((18.5'(TYP)()24'18.5'18 5'(TYP)3.5'5'5555555555'555'55555'55'55553.5' (TYP))18.5'18 5'(TYP)9'(TYP))(()9'))(TYP)(T(TP)18.5'(TYP)(TY )18.5'(TYP)()26.6'9'(TYP)))(18.5'(TYP)()24'18.5'(TYP)(TYP)9'(TYP)))(9'(TYP))()3.5'3.5'5'45.1'3.5'R3'R2'2.5'5'1.5'3.5'R(TR303.5'R300'R198.3'R201.8'R198.3'R18R201.8'R1290'R105'RTL24ABLDG4AL24ABLDG 6BL24ABLDG764.00'5.02'5500550000555.3550129.96'64.51'114.13'R3'2'3'R319'R319'R3'R3'R380'R69'R2'R3' (TYP)R18' (TYP)R380'R312'R3'9'9'9.5'24'18.5'(TYP)(TYP)9'9'(TYP)()18.5 '(TYP)(TYP)24'18.5 '(TYP)(TYP)9'(TYP)(TP)9'(TYP)(TP)8'18.5'(TYP)(TYP))24'18.5'(TYP)9'P)P(TYPP9'(TYP)()(P)9'9'9.5 '18.5'(TYP)(TYP)9'P)P) (TYP )P)24'18.5'(TYP)(TYP)9 'P)P) (TYP ) (T(TP)18.5'(TYP)(TYP)3.5'5'555'55555555'5555'5'3.5'9'(TYP)))(18.5'(TYP)()24'9'(TYP)(TP)45.1'7.5'9'(TYP(3.5'(TYP)3.5'5'5555'55555555'5555'5'555''555555'5555555555555'5'555555555555PET PLAYGROUNDWITH 4' HIGHBLACK VINYL COATED FENCE,SEE PLANS BY OTHERS FORDETAILS3.5'3.5 ' (TYP ) (3'333333333333333.5'R177'R314'R360'R3'(TYP)R18'(TYP)R3''(TYP))3.5' (TYP)(120.90'7SEE SHEET C4.2SEE SHEET C4.1SEE SHEET C4.51" =030 3030'15KEY MAPN.T.S.AREA 3 8"6"6"6"8"12"12"N89° 46' 51"E 528.84'N00° 05' 28"E100.33'0.09' W0.08' W0.18' NO010'N10"6""10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACKL24BBLDG 1AL24ABLDG 3BL24ABLDG 4AMAIL KIOSKTRASH ENCLOSUREGROUNDS BUILDING34.03'33.51'41.40'64.47'45.36'152.16'83.81'64.00'40.08'69.72'75.31'96.41'R25'R40'R55'R30'R3'R73'R18' (TYP)R3' (TYP)R3'R3'R3'R3'R2'R3'R25'R25'R4'R4'R3'R20'R20'R20'R3'R20'R4'R4'R4' (TYP)R430'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TY2 5 '18.5'(TYP)24'18.5'9'9.5'9.5'27.5'9'(TYP)R3'9'9'9.5'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)5'5'5'5'5'5'3.5'3.5'(TYP)3.5'5 ' 3.5'5'3.5'3.5'3.5' (TYP)5'3.5'3.5'5'5'5'5'5'5'5'9'(TYP)9'(TYP)18.5'(TYP)24'18.5'(TYP)9.5'9'9'9'9'9'9'(TYP)18.5'(TYP)24'18.5'(TYP)4'4'FLAGPOLES,LIGHTING TO BEPROVIDED BYOTHERS4' HIGH DECORATIVE FENCE,SEE PLANS BY OTHERS FORDETAILSR4'(TYP)R19'R24'R3'R24'R33.5'R30'R17'R200'R595.8'R599.2'R595.8'R599.3'R5'R10'R30'R25'R8'R13'R4'R4'R364'STOP SIGNMONUMENT SIGNR51.9'R50'R3'R3'R103.5'R98.5'R22'R3'R205'R15'R15'R100'R105'R3' (TYP)R75'R70'R216.5'R213'R21.5'R25'R101.5'R105'R18.2'R21.8'R24' ACCESSEASEMENTCURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION8" AGGREGATE BASE COURSE (CA6)NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. ALL PEDESTRIAN GATES TO BE ACCESSIBLE BYKEY FOB OR KEYPAD.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg3/25/2021LAYOUT AND PAVING PLAN - AREA 4 AUTHENTIX - MCHENRY 0.36' NL24BBLDG 1AL24ABLDG3BL24ABLDG4ATRASH ENCLOSURERARATSHTHTHSSSTASETASHNCCENHASTRNESRGROUNDSGG BUILDING34.03'33.51'1.40'11111144.4483.81'64.00'40.08'69.72'75.31'96.41'R18' (TYP)RYR RYRYPYRRPR8(Y18(P)PTR)Y1R3' (TYP))R3'R3'RRR333RRR333'R333R333RRR333RRRRR3'R3'R2'R3'R4' (TYP))R430'18.5'(TYP)((TYP)24'18.5'(TYP)(TYP)9'))(TYP)(()9'(TY((18.5'(TYP)(TYP)24'18.5'9'9.5'9.5'527.5'9'(TYP)))(R3'9'9'9.5'18.5'(TYP)()24'18.5'(TYP)()9'(TYP)))(9')(TYP)()(5'5'555''555555'5555555555555'55555555555'555555'555'5555555555'555'55555'555''3.5'3.5'(TYP)(TTTYYTPYPP)(((TTTYYYPPP))))(TTTYYYYYPP)(TTTYYPP))(TYP)5'555555555555553.5'3.5'3.5'(TYP)(TTYYP)(TTTYYYPPP)PYTP)))YYYTTT(TYP)9'(TYP)()()9'(TYP)(()18.5'(TYP)()24'18.5'(TYP)(TYP)R4'(TYP)R595.8'R59999.2'R595.8'R5R599.333''R364'(TYP)TR18.2'R21.8'R218'R24' ACCESSEASEMENT8"8"8"8"12"121212"1212° 05' 28"E°000°°0000°000°00N0033'3333333333333100.0.09' W0.08' W0.18' N010'NPOLEW/ 3.5' ARM N-S0.49' SBIT.WALKSETBACKILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK5'PARRKKINNGGSSETBACCKPPPAKKKNNNSSSSEBAAAAACKCKATBEESSGGNRKAAPP5'KCCBBAEETTSGGGIIRRRPA51115' PARKING SETBACKMAIL KIOSK45.36'R25'R40'0R55'R30'R3'R73'RRR777333RRR7733333773RRR7R'77333RRR772 5 '55555555333333333333333333333333333.5'5 ' 55 ' 55555555555555 3.5'3.5'3.5'5'5'5'9.5'9'9'4' HIGH DECORATIVE FENCE,SEE PLANS BY OTHERS FORDETAILSR19'R24'R3'R24'R33.5'R30'R17'R200'R4'R4'R51.9'R50'R3'R3'R103.5'R98.5'R22'R3'R205'00'R105'R3' (R75'R70'R216.5'R213'R21.5'R25'R101.5'R105'EGENDTCH CURB ANDGUTTERTCH CURB AND GUTTERCURB AND GUTTERE CURB AND GUTTERCALLOUTS)MENTEMENTE PAVEMENT WITH (6X6/ W2.9XW2.9) W.W.F.ASE COURSE (CA6)E PAVEMENTASE COURSE (CA6)WALK (PRIVATE)()MENT LEGENDALT SURFACE COURSE, MIX D, N50ALT BINDER COURSE, IL-19, N50ARTICLE 4.6 OF IDOT STANDARDFOR ROAD & BRIDGE CONSTRUCTIONASE COURSE (CA6)(6"66"66"6N89° 46' 51"E 528.84'10"106""10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R0013473POLEW/ 3.5' ARM N-S0.91' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473CONC. W15' PARKING 30' BU15' PARKING SETBACK15' P A R KING S E TBACK 30' BUILDING SETBACK 64.47'152.16'R25'R25R25R25'R25R25R25R4'R4'R3'R20'R20'R20'R3'R20'R4'R4'5'5555555555555'5'5555555'555''5'555555''55'5555'5555'5555555559'9'9'9'(((TYP))()))(18.5'(TYP)(TYP)24'18.5'(TYP)()4'4'FLAGPOLESFFLLLAAGGGPPOOLLEESSFFLLAAAGGGPPPOOOLLEEESSSSSEESOLEOOLGGPOAGPLAGFLAFSSSSLLEEOOOOGGPPPAAAGFFLLLFFLAGPOLES,FLAGPOLES,LIGHTING TO BEPROVIDED BYOTHERSR5'R10'R30'R25'R25R8'R13'STOP SIGNOPMONUMENT SIGNR15'R15'R10CURB LEB6.12 REGULAR PITB6.12 REVERSE PITB6.12 DEPRESSED M3.12 MOUNTABLE(SEE PLANS FORCCONCRETE PAVEMBITUMINOUS PAVE6" P.C.CONCRETE4" AGGREGATE BA4" P.C. CONCRETE4" AGGREGATE BACONCRETE SIDEWPAVEM2" HOT MIX ASPHA2" HOT MIX ASPHAPRIMECOAT PER ASPECIFICATIONSF8" AGGREGATE BAW0ETTECMEEAEAWMAAAFASEE SHEET C4.2SEE SHEET C4.5 1" =030 3030'15KEY MAPN.T.S.AREA 4 123122121120119118117116EDGE OF TREES6' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.S00° 07' 17"W 1090.12'ONLINEONLINEONLINE0.20' W18" x 218" x 222" x 48"7 92 .2 792 .416" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.44' NWOOD FENCEWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACKL24ABLDG 2BL24ABLDG 4AL24ABLDG 6BL24BBLDG 9AL24ABLDG 10B12G8G8G41.40'31.52'91.03'85.98'30.00'30.00'30.00'30.00'30.00'199.50'64.00'69.72'64.51'79.26'65.85'64.67'64.67'47.19'55.25'55.38'83.12'120.66'R3'R2'3'R430'R3'R179'R202'R2'R3'R2'R3'R130'R141'R4'R4'R179'R369'R3' (TYP)R18' (TYP)R118'9'TYP)18.5'(TYP)24'18.5'(TYP)18.5'(TYP)24'18.5'(TYP)9'(TYP)29.3'18.5'(TYP)24'18.5'(TYP)9'(TYP)29.3'57.91'9'9'9.5'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)9'(TYP)9'(TYP)18.5 ' (TYP )24'18.5 ' (TYP )3.5'3.5'5'5'3.5' (TYP)5'18.5'(TYP)24'18.5'(TYP)9' (TYP)45.1'45.1'24. 5 ' 9'(TYP)18.5'(TYP)24'18.5'(TYP)9' (TYP)R4'(TYP)18.5' (TYP)24'18.5' (TYP)9'(TYP)9'(TYP)9.5'9'18.5'(TYP)24'18.5'(TYP)9'(TYP)9'(TYP)18.5'(TYP)24'9'95'95'7.5'9'(TYP)3.5'(TYP)3.5'5'5'3.5'(TYP)5'5'5'3.5'3.5'3.5'(TYP)R3'R2'R2'R3'R3'(TYP)2.3'3.5'2.5'3.5'R4'(TYP)R3'(TYP)R18'R3'(TYP)R18'R10'R10'14.9'15.5'14.6'R595.8'R599.2'R595.8'R599.3'R18.3'R21.8'R21.8'R18.2'R18'R184'R20'R23.5'R184'R364'R18.2'R21.8'R21.8'R18.3'R21.8'R18.3'R21.8'R18.3'R8.5'R10'ACCESS EASEMENTACCESS EASEMENT24' ACCESSEASEMENT24' ACCESSEASEMENTCURB LEGENDB6.12 REGULAR PITCH CURB AND GUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FOR CALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C. CONCRETE PAVEMENT WITH (6X6 / W2.9XW2.9) W.W.F.4" AGGREGATE BASE COURSE (CA6)4" P.C. CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE)PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE, MIX D, N502" HOT MIX ASPHALT BINDER COURSE, IL-19, N50PRIMECOAT PER ARTICLE 4.6 OF IDOT STANDARDSPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION8" AGGREGATE BASE COURSE (CA6)NOTES:1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.2. ALL PROPOSED ON-SITE STRIPING SHALL BEPAINTED YELLOW UNLESS OTHERWISE NOTED.3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESSOTHERWISE NOTED.5. ALL PARKING ISLAND BACK OF CURB RADII ARE TOBE 4' UNLESS OTHERWISE NOTED.6. ALL PEDESTRIAN GATES TO BE ACCESSIBLE BYKEY FOB OR KEYPAD.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C4.1 Lay20776.dwg3/25/2021LAYOUT AND PAVING PLAN - AREA 5 AUTHENTIX - MCHENRY 1" =030 3030'15123122121120119118117116S00° 07' 17"W 1090.12'ONLINEONLINEONLINE0.20' W18" x 218" x 222" x 4222" x8"888"7 92 .2 792 .416" x 25" x 5x 524" x 2"15"5"112"1114"4"6"6"61618"18" x 218"14"15" x 555515"5"6"6622" x 218"15""41141444 EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTING99BUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE XCE F0.27' E27' FENCE XCE0.59' E9'FENCE XENC0.50' E.5FENCE X0.43' EFENCE X0.27' EFENCE XF0.58' E0FENCE XN17.34' W.POLELEW/ 3.5' ARM N-SWW0.44' NPOLEW/ 3.5' ARM N-SW/3. AARMM NN-SS0.30' NWOOD FENCEWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCE15' PARKING SETBACKPA 530' BUILDING SETBACK B8G8G30.0.00000000000'0064.67'64 6764.67'47.19'55.25'555.38'55.583.12'18.5'(TYP)(TYP)24'18.5'(TYP)()9'(((TYP))())29.3'18.5'(TYP)(TYP)24'18.5'(TYP))(9'P)(TYPP29.3'57.91'75'R3'R2'R2'R3'R3'(TYP)P)(R3'(TYP)R18'14.6'ESS EASEMENTEDGE OF TREES6' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OFAMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.6'WATERMAIN EASEMENTR DOC.93R 041271SHOWN ON ALTA BYNDERSTAPPEN SURVEYING, INCTED AUG. 15, 2000.L24BBLDG9AL24ABLDG10B12G91.03'85.98'30.00'33330333330033333330030.0303330000000000.00'.330.00'333000003330000003030030.00'0000'0.00'0000000.000000300079.26'65.85'120.66'R3'R179'R202'R2'R3'R141'R3' (TYP)R18' (TYP)RR118'9'TYP)))18.5'(TYP)()24'18.5'(TYP)(TYP)9'9'9.5'18.5'(TYP)()24'18.5'(TYP)()9'(TYP)(()9'(TYP))(9'(TYP)(18.5 ' (TYP ) (TYP )24'18.5 ' (TYP ) (TYP )3.5'3.5'5'35'3355'3.5'35' (TYP)5'55555555555555518.5'(TYP)(TYP)24'18.5'18.5'(TYP)9' ))(TYP)(()45.1'18.5'(TYP)(TYP)9' P)P)(TYP)(T(T P)2.3'23.5'2.5'3.5'R4'(TYP)R3'3R(TYP)R18'R10'R10'14.9'15.5'R18'R184'R20'R23.5'R8.5'R10'ACCESS EASEMENTACCE24' ACCESSEASEMENT20' WPERAS SVANDATW2.9XW2.9) W.W.F.))DMIX D, N509, N50NDARDNSTRUCTIONONBE30' BUILDING SETBACK15' PARKING SETBACKL24ABLDG 2BL24ABLDG4AL24ABLDG 6B1.40'111111144.442'222222''2'22231.522250'0500'550000500''0000'199.550'64.00'69.72'64.51'64 51'R3'2'3'R430'R2'R3'R130'R4'R4'R179'R369'9'P)P)(TYP)(T(TP)45.1'24. 5 ' 9'(TYP)P)(T((T P)18.5'(TYP)(TY24'((9R4'(TYP)18.5' (TYP)(TYP)24'18.5' (TYP)9'(TYP)()YP)()9'))(TYP)((T)9.5'9'18.5'(TYP)((TYP)24'18.5'(TYP)(TYP)9'))(TYP)(()9'))(TYP)(()18.5'(TYP)(TYP)24'9'95'95'57.5'9'(TYP)))(3.5'(TYP)(YP)TYP)TTYY)TY)(TYP)3.5'5'55555'555'555555555'55'55555555553.5'(TYP)5'5'555''555555'5555555555555'5555'5555'555553.5'3.5'3.5'(TYP)(PY((TYP)R595.8'R5999.2'R595.8'R5R599.333''R18.3'R21.8'R21.8'R18.2'R184'R364'R18.2'R21.8'RR21.8'R218'R18.3'R21.8'R18.3'R21.8'ACKACKR18.3'24' ACCESSEASEMENT20POLEW/ 3.5' ARM N-S0.44' NCURB LEGENDB6.12 REGULAR PITCH CURB ANDGUTTERB6.12 REVERSE PITCH CURB AND GUTTERB6.12 DEPRESSED CURB AND GUTTERM3.12 MOUNTABLE CURB AND GUTTER(SEE PLANS FORCALLOUTS)CONCRETE PAVEMENTBITUMINOUS PAVEMENT6" P.C.CONCRETE PAVEMENT WITH (6X6 / W226 /4" AGGREGATE BASE COURSE (CA6)0'0'POLE4" P.C.CONCRETE PAVEMENT4" AGGREGATE BASE COURSE (CA6)CONCRETE SIDEWALK (PRIVATE(PAVEMENT LEGEND2" HOT MIX ASPHALT SURFACE COURSE,M2" HOT MIX ASPHALT BINDER COURSE, IL-1PRIMECOAT PER ARTICLE4.6 OFIDOT STASPECIFICATIONS FOR ROAD & BRIDGE CON8" AGGREGATE BASE COURSE (CA6)((9 WDMNSEE SHEET C4.4SEE SHEET C4.3KEY MAPN.T.S.AREA 5 NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.783 . 6 7 8 2 . 8 7 8 3 . 4 7 8 2 . 0 7 7 9 . 6 7 7 6 .2 7 80 .2 7 8 2 . 9 782 . 8 7 82 .278 2 . 7 7 7 9 .9777 . 1 7 78 .8 7 8 1 . 7 7 8 0 . 3 7 8 2 . 0 7 7 5 .4 7 7 4 . 6 7 7 3 . 8774. 8 7 7 5 . 4 7 7 9 . 2780 . 8 77 7 7 4 . 5 7 7 76 .2 7 7 7 . 3 7 7 8 . 5780 . 9 7 7 9 . 9 7 8 0 . 4 7 7 9 . 0 7 8 0 .3781. 4 7 8 0 . 6 7 78 .2777. 2 7 7 6 . 3 776 . 0 7 7 7 .6 7 7 8 . 5780. 2 7 7 9 .6 7 7 8 . 5 7 7 9 . 7 7 83 .1 7 8 2 . 8 78 2 . 4 7 8 1 . 3 7 79 .9 7 8 7 8 7 8 7 7 9 7 7 978078178 2 7 8 1 778 1 . 0 7 8 1 . 7 7 8 1 . 5 7 8 0 . 4 7 80 .6 7 8 1 . 2 7 8 3 . 5 7 8 5 .378 5 . 1 7 83 .4 7 8 2 . 578 4 . 0785. 3 7 8 7 .5786 . 5 9 7 8 7 . 9 7 8 7 . 7 78 8 . 7 786 .5 7 8 6 . 1 7 8 4 . 9 1 7 8 5 . 7 7 8 4 .8 7 8 3 . 778 5 . 0 78 2 . 0 7 81 .6 7 7 5 .2 7 7 6 . 5 778 . 0 779 .4 7 7 9 . 3 7 7 7 . 8 9 7 7 8 .678 4 . 1 7 81 .6 78 784 . 1 7 9 6 . 3 7 9 8 . 2 8 03 .3801 . 8 796 . 2 8 06 .7 8 0 4 . 9 8 0 6 . 4 8 0 7 . 3808. 2 8 0 7 . 2801 . 0 807 . 5 8 0 6 . 6 8 0 7 .280 5 . 9 8 0 6 .2 8 0 6 . 2 8 0 5 .2 8 0 2 . 3 799 . 0 7 9 6 . 4 7 96 .3799. 2 8 0 2 .6 8 0 4 . 2 803 . 280 1 . 0 7 9 8 .0 7 9 6 .0 7 9 5 . 9 7 9 8 .2 8 0 0 . 6 801 .4 7 9 8 . 6 7 9 8 . 2 7 9 9 .1 7 9 6 . 9 7 9 6 .5795. 1 79 6 . 8 79 6 . 8 7 92 .8 7 8 8 . 7 7 8 3 . 0 7 7 9 . 9 7 7 8 . 1 7 7 8 . 2 7 7 9 . 4 783. 9 789. 3 7 9 1 .979 1 . 9788 . 6 7 8 2 . 5 7 7 9 . 1778. 2 7 7 8 . 1 779 . 4 7 8 6 . 1 7 9 0 . 0 7 9 2 .0 7 9 1 .9789 . 6 7 8 3 .4 7 79 .6 7 7 8 .1 778 . 3 7 8 0 . 3 7 8 5 . 4 789. 2 78 8 . 3785. 5 7 8 0 .5778 . 3 778 . 4 7 7 9 . 5 7 8 3 . 9 7 8 6 . 8 7 8 5 . 578 3 . 7 7 8 0 . 2 7 7 8 . 2 7 7 8 . 277 9 . 8 7 8 3 . 0 78 5 . 1 7 8 5 .3 7 8 3 . 5 7 8 0 .2 7 7 8 . 4 778 . 3 7 8 0 . 0 783 . 7 7 8 5 . 4 7 8 5 . 5 7 8 3 .8 7 8 0 . 1 7 7 8 . 3 7 7 8 . 4 7 7 9 . 5 7 8 3 . 178 3 7 7 8 0 . 2 777 . 9 7 8 0 .47 8 7 8 7 8 6 . 6787 . 2 785 .0 7 8 1 .7 778 .8 778 . 077 9 . 9 7 8 3 . 7 7 8 6 . 8 7 8 6 . 1 7 8 2 . 9 7 7 9 . 1 7 7 8 . 3778. 2 7 8 0 .8 7 8 5 . 4 7 8 6 . 7 7 8 3 . 9 780 . 0 7 78 .0 7 7 8 . 2 7 8 1 . 378 4 . 9 7 8 7 . 6 7 8 8 . 3 7 8 4 . 5 7 8 0 .0 778 .1 7 7 8 . 3 7 8 0 . 3 785 . 8789 . 0 7 8 9 .1 784 . 4 7 8 0 . 3 7 7 8 .2778. 3 7 8 1 . 3786. 0 7 88 .7 7 8 9 . 7 7 8 5 .7 780 . 6 778 . 0 77 8 . 1 7 7 9 . 9 7 8 7 . 0 7 9 1 . 3 7 9 1 .6 7 8 6 .8 7 8 0 . 3 7 78 .3 7 7 8 . 2 7 8 0 . 4 785 . 179 2 . 3 7 9 3 . 1 7 90 .7 7 8 6 . 2 7 8 1 . 5 779 . 5 7 7 8 . 3 778 . 2 7 80 .3782. 8 7 8 6 . 0 7 8 9 . 8794 . 4 793 . 9 791 . 3 7 8 7 . 5 7 8 1 . 9 7 7 8 . 2 7 8 0 . 5783 . 7 7 8 9 . 1 7 93 .8 7 94 .1790. 1 7 85 .7 7 8 4 .6 7 8 0 . 878 1 . 0 77 8 . 3 778 . 1 780 .1 783 . 9 790. 3 7 9 3 . 1 7 9 3 . 9 7 8 9 . 7 7 86 .7 7 9 4 .779 3 . 3 7 9 2 . 4 7 9 2 . 1 791 . 8 7 9 1 . 6 790 . 3 7 8 8 . 6 786. 4 78 3 . 9 7 8 2 . 5 7 8 3 . 378 2 . 5 7 8 3 . 3 7 8 4 .4784. 3 7 8 3 . 6 7 8 4 .60 7 8 5 . 4 7 8 5 . 2 7 8 6 . 378 6 . 5 7 8 5 . 3 7 8 6 .8787. 5 7 8 8 . 0 7 8 9 . 3 790 .8 7 9 2 . 1 7 9 1 . 5 7 9 1 . 4 7 9 0 .8 7 9 0 . 2 7 9 1 . 1 7 91 . 4 7 8 9 . 8 789 . 878 8 . 9 7 8 8 . 4 7 8 8 . 8 7 8 8 . 8 7 9 1 .4 7 9 2 . 2 7 9 2 . 5 7 9 3 . 6 7 9 4 . 4 7 9 6 . 0800 . 3 7 9 9 . 9 8 0 0 . 8 7 9 9 . 2 7 9 8 .679 8 . 5 7 9 9 . 3 8 00 .2 7 9 8 . 0 798 .2 7 98 .5 7 9 8 . 3 7 9 7 .8 7 9 8 . 5 802 . 0801 . 8 801 . 6 8 0 1 . 0 7 9 8 . 6 799 . 5 8 0 0 .4 801 .7 8 0 3 . 6 8 0 3 . 9 8 04 .5 8 0 4 .6 8 0 3 .0 8 0 1 .9 8 0 2 . 3 8 0 1 . 3 8 0 0 . 1 801 .3800 . 6 8 0 0 . 8 8 02 .0 799 .8 8 0 2 . 4 7 9 9 . 3 8 0 1 . 279 9 . 7 7 99 .6 7 9 9 . 3 7 9 8 . 8 7 9 7 .2 795 . 8 7 9 4 . 4 795. 6 7 9 6 . 3 79 9 . 0 8 0 0 . 6801 . 2 800. 2 79 9 . 1 7 97 .8 7 9 9 .2 7 9 9 . 9 8 00 .8 8 02 .9 8 0 1 . 1 804 . 1 802. 2 801 .4 8 0 0 . 5 7 9 7 . 4 7 9 9 . 2 801 . 6 8 0 2 .480 2 . 9803. 2 7 9 9 . 5 8 0 0 . 1 801 . 480 1 . 0 8 0 1 .780 1 . 5 8 0 2 . 6 8 0 2 . 3 8 0 3 . 5 8 0 3 . 5 804 . 0 8 0 3 . 8 8 0 2 . 3 8 0 3 . 1 8 0 2 .279 9 . 5 7 9 9 . 7 8 01 .0 8 0 3 . 6 8 0 4 . 480 5 . 0 8 0 5 . 3 806 .3 8 0 5 . 0805. 1805 . 9 807 . 0 8 0 6 . 7 8 0 7 . 1 8 08 .0 8 0 7 . 9 8 1 1 .4 8 08 .0 8 0 7 . 0 80 6 . 6 8 0 6 . 5 8 0 7 .4808. 8809 . 1 809 .7 8 0 8 .880 6 . 5 8 0 9 . 3 806 . 9 8 05 .9 8 0 5 . 2 8 0 6 . 280 4 . 8 803. 0 7 9 9 . 3 798 . 2 8 01 .2 8 0 2 . 2 8 0 5 . 0 8 0 3 . 780 4 . 1 809 . 7 8 1 0 .0 8 1 0 . 1 810 .9 8 1 1 . 1 8 1 0 . 6 8 10 .6 8 1 0 . 1 8 1 1 . 9811. 1810. 7 8 0 9 .9 8 0 8 . 8 8 0 6 .980 5 . 2 8 01 .7 8 0 0 . 5 8 0 2 . 5 8 0 3 . 7 8 0 2 .5805. 4 8 0 3 . 1 8 0 3 . 8 8 07 .7 8 0 3 .7806. 681 0 . 1 803. 9 8 0 6 . 1 8 0 3 . 0 807 . 2 8 0 2 .4 8 0 5 . 6 8 03 .0 8 0 5 . 7 804 . 1 8 0 6 . 3 8 07 .3 8 0 3 .880 3 . 7 8 0 7 .2 810 . 8 810 . 2 8 1 0 . 1810 . 4 8 0 8 . 5 8 07 .2 8 0 7 . 6 8 0 6 . 5 806 . 0 8 0 6 . 580 6 . 1 8 0 6 . 4 805 . 8 8 0 6 . 3 806 . 1 806. 3 8 0 6 .7806 . 1 8 0 7 . 5 8 0 6 . 1 8 06 .3 806 . 3 8 07 .5807. 6 807 . 680 5 . 9 8 0 7 . 8 8 0 6 . 5 8 0 5 . 8 8 0 6 . 3 8 0 9 .6 8 0 7 . 4 810 .2 8 0 6 . 180 7 . 0 8 0 9 .6 8 1 1 . 4 8 1 1 . 6 8 1 0 . 9811 . 3 8 1 1 .3 812 . 8 8 1 0 . 9 8 1 0 .9 8 11 .3 811 . 8 8 1 1 . 0 81 0 . 4 8 1 0 .9812. 6810. 5 8 1 0 .6 8 1 1 . 6 8 1 2 . 5 8 1 2 . 9 8 1 2 . 3 8 1 2 . 0811 . 5 8 1 1 . 5 8 1 1 .0 8 1 0 . 9 811 . 181 1 . 5 8 1 1 .2 8 0 8 . 9 8 0 8 . 4 8 0 9 .4 810 . 3 8 1 0 . 1 8 0 9 .3 8 0 7 .5 8 0 7 . 1 8 1 0 . 1 8 0 9 . 4807 . 0 8 0 6 . 6806. 8 8 0 6 . 2 8 0 6 . 3 806 . 3 8 0 6 . 880 6 . 2 8 0 6 . 680 6 . 8 8 0 9 . 5806 . 9 8 0 6 .6 8 06 .0 8 06 .5 8 10 .1 8 0 9 . 0806. 8 8 0 9 . 4 8 0 7 . 0 8 0 7 . 1 8 0 7 . 2 8 0 7 . 2 8 0 6 .3 8 0 6 . 2 8 0 6 . 2 808. 2 8 1 1 . 4 8 1 1 . 4 8 1 2 .4 8 1 3 .0 8 1 1 . 1 8 1 2 . 1 8 1 1 . 5 810 . 280 9 . 7 8 1 0 . 0 80 8 . 880 8 . 7 80 2 . 180 3 . 6 8 0 4 .5 8 0 8 . 1810. 2 8 0 8 . 8 804 . 7 8 07 .5 8 0 8 .8808 . 9 8 1 0 . 2809 . 1 8 0 7 . 5 8 0 6 .080 7 . 0 8 0 6 . 9 80 6 . 8 81 0 . 8 8 0 5 . 0 8 0 5 .3805. 3 8 0 5 . 8 8 05 .3 8 0 5 . 7 8 0 6 .2 8 0 5 .2 8 0 7 . 0 806 . 2 8 0 5 . 9 8 05 .3 8 0 7 . 7 8 06 .7 8 07 .5 7 9 5 . 69795. 6 7 7 9 5 .77 795 .7 6 7 9 3 .33 7 9 3 . 3 1 7 9 3 . 3 4 7 9 2 . 60792 . 4 6 7 9 2 . 3 9 7 9 2 . 9 7 7 9 2 . 9 9 797.11FFE796.80FFE7 9 6 .21 796 .2 8 79 6 . 3 1 7 9 6 . 82 796 . 8 5796 . 4 9 7 95 .9 2 7 95 .9 0 795 . 8 9796 . 8 1 7 9 6 . 1 8 7 96 .12 7 9 6 . 8 2 7 9 6 . 8 5 G 7 9 6 . 8 2 7 9 6 . 2 4 7 9 3 . 7 4 R 7 92 .4 2 7 8 9 .06 7 9 6 . 7 4 7 9 6 . 7 2 7 9 6 . 7 7 796 .3 1 7 9 6 . 2 6796 . 3 7 R 79 4 . 0 0 7 9 5 .27 7 9 4 . 7 1 7 9 5 .21 7 9 4 . 67 7 9 4 . 60795. 1 3 7 9 5 .07 794 . 5 4 7 9 4 . 9 4 7 9 4 . 4 7 7 9 4 . 9 3 7 9 5 . 4 2 7 95 .1 5 7 9 5 . 2 4 PPM MONITOR7 9 5 . 7 7 795. 7 9 7 9 5 . 2 7 7 95 .58 7 9 5 .15 7 9 5 .42 7 9 4 . 9 4 7 9 5 . 0 479 4 . 9 8 7 9 5 . 28794. 8 2 794 .5 0 7 9 4 .49 7 9 5 . 9 0 7 9 5 .86 7 9 5 .84 7 9 5 . 76 7 9 5 . 6 2 7 95 .0 5795. 1 7 7 9 5 . 5 7 795 . 8 7 9 6 . 0 0 796.81FFE7 96 .7 2796 . 1 6 795 . 6 9795. 1 8 7 9 4 . 7 6 795 . 6 9 7 9 5 . 9 7 7 9 5 . 4 0 7 9 5 . 1 6 7 9 5 . 2 2 7 9 5 . 6 3 795 .1 5 7 9 4 . 9 2 7 95 .4 2 79 5 . 1 7 7 95 .2 279 4 . 7 2 7 94 .90 7 9 5 .1279 5 . 0 9 7 9 5 . 5 1 795. 9 1 7 9 5 . 9 2 7 9 5 . 6 3 7 94 .8 7 7 95 .3 4R 7 9 4 . 4 1 7 9 4 . 41 7 9 4 . 8 5 7 9 5 . 0 7 7 9 4 . 62 7 9 5 . 4 1 7 95 .1 1 7 9 5 .86 795 .4 2 79 5 . 2 8 7 9 5 . 7 0 794 . 9 179 4 . 8 3 7 9 5 . 1 9 7 9 5 . 1 5 7 9 4 .69 7 9 6 . 6 7 9 5 . 25 810 . 0 8 0 9 . 2 8 0 6 . 6 80 2 . 5 7 9 8 . 7795. 979 5 . 4 7 9 6 . 4 7 9 9 .9 8 0 3 . 3806. 7 8 0 7 . 7809. 7 8 1 0 .5 8 1 0 . 6 8 0 9 . 5 8 08 .7 8 0 6 . 2 802. 4 7 9 9 . 1 796 . 6 7 9 5 . 9 7 9 6 .2 7 9 6 .7 7 9 7 . 7 800 .1 8 0 2 . 4 8 0 5 . 6 8 0 9 . 0 8 0 9 .9810. 3 8 11 .0 8 0 9 . 9 8 08 .3 8 0 4 . 5 8 0 1 . 2 7 9 8 . 1 7 9 6 . 4 7 9 6 . 3 7 9 6 . 0 7 96 .179 7 . 6 7 99 .9 8 0 1 . 9 8 0 4 . 6 8 0 7 . 1 8 08 .7809 . 6 8 07 .2806. 7 8 0 6 . 0 8 0 3 . 6 8 0 0 . 4 7 97 .3 795 . 5 7 9 5 . 379 4 . 5 7 97 .1 7 9 9 . 7 8 0 2 . 2 8 04 .1804 . 2 8 0 4 . 5802. 3 8 0 2 . 0 8 0 2 . 079 9 . 8 795 . 779 3 . 1 461. 2 0 .29 9 . 9 218 0 8 . 2 8 0 7 . 7 8 0 6 . 080 5 . 5 805 . 8 8 0 5 . 8 8 0 5 . 5 8 0 6 . 0 8 0 6 . 3 806 . 1 805 . 7 803 . 7 8 0 2 .880 1 . 6 7 9 9 .4 7 97 .9 7 9 8 . 3803. 4 7 9 9 . 2 8 0 2 . 7 8 0 2 . 4 8 0 1 . 5 7 9 8 . 9 7 9 9 . 279 8 . 1 7 9 8 .6 7 9 8 . 279 8 . 5 7 98 .9 7 99 .5 799 . 7 8 01 .3801 . 1 8 0 7 . 4 8 0 7 . 2 8 0 7 . 1 807 .2807 . 2 8 0 6 . 9 8 0 6 . 2 8 0 5 . 8 8 0 5 . 1 8 0 4 . 6 8 04 .1 8 03 .2 8 02 .2 8 0 1 . 1 80 0 . 5 8 0 0 .1 7 9 9 . 3 7 9 8 .779 8 . 7 7 9 9 . 1 7 99 .1 7 98 .7 7 9 8 . 2 79 7 . 2 796 . 6 7 9 6 . 0 7 9 5 .2794 . 7 7 94 .0 7 9 3 . 4 7 9 3 . 0 7 92 .8792. 5 792. 3 7 9 2 . 1 7 9 1 . 5 7 9 1 . 0 7 9 0 . 3 7 8 9 . 2 7 88 .3 7 8 7 . 5 7 8 6 .6786 . 2 7 8 5 . 5 7 8 4 . 6 7 8 3 . 8 78 2 . 8 7 8 2 . 6 7 8 2 . 0 7 8 1 .2778 . 0 7 7 8 . 1 7 7 8 . 3 7 7 8 . 6778 . 9 7 7 9 . 6 7 79 .7 7 8 0 .1780 . 7 7 8 1 . 3 7 8 1 . 5 782 . 0 782 . 678 3 . 0 7 8 3 . 8 7 8 4 . 578 5 . 0785 . 7 7 86 .0 7 8 6 . 5 7 8 7 .5 7 8 8 . 6 7 8 8 . 5 7 8 8 . 7 7 8 9 . 0 7 8 9 . 278 9 . 2 7 8 9 .3 789 .3789. 4 7 8 9 . 3 7 8 9 .3 7 89 .8 7 8 9 .9 7 8 9 . 9790 . 2790. 6 7 9 0 .4 7 9 0 . 7 7 9 0 . 879 0 . 9791. 0 7 9 1 . 1791 . 4 7 9 1 . 6792 . 0 7 9 2 . 2 7 9 2 . 5 792. 4 7 9 3 . 1794. 179 4 . 9 795 . 9 7 9 6 . 6 7 9 7 . 3 7 9 8 . 0 7 9 8 . 8 799 . 7 800 .3 8 0 0 . 8 8 0 1 .3801 . 9 8 0 2 . 5 8 0 3 . 2 8 0 3 . 7 8 0 4 .3 804 . 980 5 . 4806 . 0 8 0 6 . 6 807 .3 8 07 .8 8 0 8 . 5 8 0 9 . 0 8 0 9 . 6810. 2 8 1 0 . 6 8 10 .8 8 1 1 . 081 1 . 4 8 11 .6 8 1 1 .9 8 1 2 . 0 8 1 2 . 2 8 1 2 . 5 812 . 6 8 1 2 .6813 . 0 8 1 2 . 9238623 8 0 1 . 9 801. 7 8 0 2 .5 8 0 3 . 8 8 0 5 . 2 806. 3 8 0 7 . 7 8 0 9 . 4 8 11 .0 8 12 .3 813 . 1 813 . 6 8 1 3 . 4 8 1 3 . 1 812 . 9 8 1 2 . 8 812 . 6 812. 5 8 1 2 . 4 8 1 2 . 2 8 1 1 . 9 81 1 . 6 81 1 . 5 8 1 1 . 3 81 1 . 1 810 . 9 8 1 0 . 5 8 1 0 . 1 8 0 9 .6809. 2 8 0 8 . 6 8 0 7 . 8 8 0 6 . 8 8 0 6 . 2 8 0 5 . 5 804 . 9 8 04 .5 8 0 3 . 8 803 . 0 8 0 2 . 4 8 0 1 . 4 800 . 6 799 . 9 7 9 8 . 9 798 . 0 79 7 . 1 79 6 . 2 795 . 1 7 9 4 .1 7 93 .1 792 . 4 7 9 1 . 9 7 9 1 . 8 7 9 2 . 4 7 9 3 . 1 7 9 3 . 8794 . 7 7 9 5 .7 7 9 6 . 5 7 9 7 .5798 . 9800 . 1 8 0 1 . 3802 . 5 8 0 3 .6 8 0 4 . 4 8 0 5 . 4 8 0 6 . 3 8 0 7 . 080 7 . 8 8 0 9 . 0 810 .0 8 1 0 . 681 0 . 9 8 1 0 .9 8 1 0 . 9 8 1 0 . 9 8 1 0 . 7 8 1 0 . 8 8 1 1 . 0 8 1 1 . 1 8 1 1 . 2 811 . 481 1 . 6 8 1 1 . 6811 . 7 8 1 1 . 9 8 1 2 .2 8 1 2 . 3 8 1 2 . 4812 . 5 8 1 2 . 6 812 . 5 8 1 2 . 0 8 1 1 . 4 8 1 0 . 4 808 . 9 8 0 7 . 5 8 0 6 . 1804. 8 8 0 3 .5 8 0 2 . 3 8 0 1 . 4 80 0 . 2 8 0 1 . 3 802 . 7 8 0 3 . 8 8 0 4 . 9 806 . 0 8 0 7 . 4 8 0 8 . 6 8 09 .6 8 1 0 . 4 8 1 0 . 9 8 1 1 . 0 811 . 1 811. 0 8 1 0 . 8 810 . 7 8 1 0 . 4 8 1 0 . 2 8 10 .0 8 0 9 . 7 80 9 . 6 8 0 9 . 7 8 09 .6 8 0 9 . 6 809 . 8 810 . 0 810 . 2 810 . 2 8 1 0 .2 810 . 4 8 1 0 .5 8 1 0 . 7 810 . 7 81 0 . 0 8 0 9 . 0 8 07 .9 8 0 6 . 4 8 0 5 .2 8 0 3 . 9 802. 7 801 . 1 8 0 0 . 2 799 . 1 7 9 7 .7 7 96 .579 5 . 6 7 9 4 . 5 7 9 3 . 5 792 . 6 7 9 1 . 9 7 9 1 . 4 7 9 1 . 1 7 9 0 . 9 791 . 0791 . 6792 . 1 7 9 2 . 8793. 8794. 7 7 9 5 .6 7 9 6 .8 7 9 8 .1 7 9 9 . 4 8 0 0 . 4 801 .6803 . 0 804 . 5 805 .9807 . 2 8 0 8 . 5 8 0 9 . 2809. 5 8 0 9 . 4809 . 4 809 . 5 8 0 9 . 4 8 0 9 . 7 8 0 9 . 4 8 0 9 . 0 8 0 8 . 8 8 0 7 . 9 8 0 7 . 1 8 0 6 . 8 8 0 7 . 0 807 . 4 807 . 7 8 0 8 . 1 80 8 . 2 8 0 8 . 0 8 07 .8 8 0 7 . 8 8 0 7 . 9 8 0 7 . 1 806. 0 8 0 4 . 7 8 0 3 . 5 8 0 1 . 9 8 0 0 .6 7 9 9 . 4 7 9 8 .1 7 9 6 . 8 7 9 5 . 5 79 4 . 5 7 93 .5792. 7 79 2 . 0 7 9 1 . 4 7 9 0 . 9 7 9 0 .5 7 90 .579 0 . 6 7 9 1 .0 7 9 1 . 5 7 9 2 . 0 7 92 .7793 . 6 7 9 4 . 6 7 9 5 . 6796 . 8797 . 9 7 9 9 . 0 8 0 0 . 180 1 . 3 8 0 2 . 4 8 0 3 . 4 8 0 4 . 280 4 . 6 8 0 4 . 7 8 0 4 . 6 8 0 3 . 9 802 . 7 802 .0 801 .1 8 0 0 . 2 7 9 9 . 3 7 98 .2 7 9 7 .1795 . 8 794 . 6 7 9 3 . 7 792 . 8 7 9 1 . 9 791 . 3 7 9 1 . 0 7 9 0 . 6 7 9 0 . 0 7 8 9 . 7 7 8 9 . 7790 . 4 7 9 0 . 8791 . 3 7 9 1 . 9792 . 6 7 9 3 . 4 7 9 4 . 5 7 9 5 . 6 7 9 6 . 6 7 9 7 . 5 7 9 8 . 7 7 9 9 . 6 8 0 0 .6 8 0 0 . 5 8 0 0 .3 8 0 0 . 0 7 9 8 . 9 7 9 7 .8 7 9 7 . 0 7 9 6 . 1 795. 4 7 9 4 . 7 7 9 3 . 8 7 9 3 . 0 7 9 2 . 5 7 9 1 . 7 7 9 1 . 0 7 90 .3 789 . 7 7 8 9 . 979 0 . 0 7 90 .2790 . 4 7 9 0 . 579 0 . 8791. 1 7 9 1 . 1 7 9 1 . 4 7 9 1 .5 7 9 1 . 7 7 9 1 . 8 7 9 2 .0 7 9 2 . 2 7 9 2 . 4 7 9 2 . 8 7 9 3 . 1 7 9 3 .5 7 9 3 . 907 9 8 . 3 7 9 8 . 6 798 . 5 798 . 2 798. 0 7 9 7 . 9 797 . 9 797 .6797. 4 797. 2 79 7 . 0 79 6 . 4 796 . 2 79 6 . 0 796 . 1 795 . 4 7 9 5 . 0 7 9 4 . 7 7 9 4 . 6 7 9 4 . 5 7 9 4 .0 7 93 .4 7 9 2 . 8 7 9 2 . 0 7 9 1 . 4 7 9 0 .779 0 . 1 7 8 9 . 8 7 8 9 .6 7 89 .478 9 . 9 7 90 .479 1 . 0 7 9 1 . 7 7 9 2 . 4 7 9 3 . 1 7 9 3 . 9 7 9 4 .4 795 . 079 5 . 6 7 9 6 . 2 7 9 6 . 9 7 9 7 . 7 7 98 .4 7 9 8 . 7 7 9 8 .8 798 .5 7 9 7 .479 7 . 1 7 9 7 .779 8 . 1 7 9 7 . 9 797 . 6 7 9 7 .2 7 96 .3 7 95 .6 7 9 4 .8 7 9 4 . 3 7 9 3 .8 7 9 3 .4 792 . 8 7 9 2 . 0 7 9 1 . 4 7 9 0 .879 0 . 3 7 89 .7 7 8 9 . 3 7 88 .8 7 8 8 . 4 7 8 8 . 0 7 8 8 . 9789 . 5 7 9 0 . 0 7 9 0 . 6 7 9 1 . 3 7 91 .8 7 9 2 . 7 7 9 3 . 3 7 9 4 . 0 7 9 4 . 7795 . 5 7 9 6 . 2 796 .979 7 . 3 7 9 7 . 7 7 97 .6 7 9 7 . 5 7 9 7 . 0 7 96 .3 7 9 5 . 5 79 4 . 8 7 9 4 . 6 7 9 4 . 8 795 . 6 796. 3 7 9 6 . 5 7 9 6 .4 7 9 6 . 2 79 5 . 7 795 . 0 794. 2 7 9 3 . 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0 9 .9 8 1 0 . 8 8 1 0 . 7 810. 5 8 0 9 . 5 8 0 8 . 2 8 0 7 .0 8 0 6 . 0 805 . 2 804 .5803 . 9 8 0 4 . 5 8 0 5 . 2 8 0 5 . 680 6 . 2 8 0 7 . 1807 . 9 8 0 8 . 7 8 0 9 . 6810. 2 8 1 0 .4 8 1 0 . 4 8 10 .314811 . 8 8 1 2 . 2 8 12 .0 8 1 1 .8 8 1 1 . 6 8 1 1 . 1 810 . 9 8 1 0 . 6 8 1 0 .4 8 1 0 . 2 810 . 0 8 0 9 . 8 8 0 9 . 6 8 09 .5 8 0 8 . 3 8 0 7 . 7 8 0 7 . 2 8 0 6 .3 8 0 6 . 1 8 0 6 . 0 806 . 0 8 0 6 . 480 3 . 4 798 . 2 810 .7 8 1 0 . 8 8 10 .9 8 1 1 .1 8 1 1 . 2 8 1 1 . 4 811 . 7 811 . 7 8 1 1 .8 8 11 .9 8 1 2 . 1 8 1 1 . 8 8 1 1 . 3 8 1 0 . 7 8 0 9 .5 8 0 8 .0806. 4805 . 1 8 0 3 . 8 802 . 7 8 01 .6 8 0 0 . 3 801 . 3 8 0 2 . 2 8 0 3 . 5 8 04 .7805 . 2 806 . 4 8 0 7 . 6 808 . 6 8 0 9 . 5 810. 2 810 .781 0 . 8 8 1 0 . 7 8 1 0 . 5 8 1 0 .4 8 10 .4 8 1 0 . 4 810 . 1 808 . 7 808 . 2 808 . 1 80 7 . 8 8 07 .5 8 0 7 . 4 80 7 . 0 8 0 7 . 0 8 0 6 . 9 80 7 . 3 8 0 7 . 1 8 0 7 .1 8 06 .6805. 9 8 05 .3 8 0 4 .9 8 0 3 . 0 8 01 .6 8 0 0 . 9 8 0 0 .4 7 99 .2 7 9 8 . 3 797 . 5 7 9 6 . 6 7 9 5 . 8 7 9 4 .8 7 93 .9 7 9 3 . 3 79 2 . 4 7 9 1 . 8 7 9 1 . 2 79 0 . 7 7 9 0 .1789 . 8 7 8 9 .7 7 89 .9 7 8 9 . 8 7 8 9 .5 7 8 9 . 3 7 8 9 . 0 7 8 9 .4 789 . 9 7 9 0 . 6 7 9 1 . 3792 . 1 7 9 2 .8 7 9 3 . 2 7 9 3 . 8 794 .4795. 1 7 9 5 . 9 7 9 6 . 8 7 9 7 . 3797. 8 7 9 7 . 8 7 9 7 . 4 7 9 6 . 8 7 9 6 .1 796 . 7 7 9 7 . 2 797 . 2 7 9 6 . 9 796 . 5 7 95 .8 7 9 4 . 8 7 9 3 .8 7 93 .179 2 . 4 7 9 1 .6 7 9 1 . 1 790 .5789 . 8 7 8 9 . 1 788. 1 7 8 7 . 6 7 86 .9 7 8 7 .5 7 8 8 .1 7 8 9 . 0 7 8 9 . 579 0 . 3 7 9 1 . 0 7 9 1 . 9 7 9 3 . 0 7 9 3 . 8 7 9 4 . 8 7 9 5 .3 7 9 5 . 9 796 .2796 . 4 7 9 6 . 279 5 . 4 7 9 4 . 6 7 9 3 . 8 7 9 3 . 2 7 93 .5 7 9 4 . 0 794. 2 7 9 4 . 2 793 .879 3 . 4 7 9 3 . 1 7 9 2 . 7 7 9 2 . 1 7 9 1 . 3 790 .5 7 8 9 . 8 7 8 9 . 1 7 8 8 . 1 7 8 7 . 3 7 8 6 . 6 7 8 5 . 8 7 8 4 . 9 784 . 1 78 4 . 5 7 8 5 . 3 7 8 6 . 1 7 8 7 . 3 7 8 8 . 1 7 8 8 .7 7 8 9 . 1 7 89 .0788 . 8 7 8 8 . 6 7 8 8 .3 7 8 8 . 0788. 2 7 8 9 . 3 789. 0 7 8 7 . 7 786 . 2 7 8 5 . 3 7 8 5 . 0 784 . 9 7 8 4 . 0 783 . 2 7 8 2 . 5 78 1 . 6 7 8 782 . 0 7 8 2 .7 7 8 3 . 8 784. 2 7 8 4 .6 7 8 4 .8785 . 3 7 8 5 . 8 786 . 7 78 7 . 5 7 87 .4 7 87 .1 7 87 .2 7 8 6 .978 7 . 1 787. 5 7 8 7 . 8 7 8 8 .1 7 8 8 . 1 7 8 7 .7 7 8 6 . 9 78 6 . 1 785. 1 7 8 4 . 1 7 8 3 . 7 783 . 1 7 8 2 . 2 7 8 2 . 0 7 82 .4 7 8 2 . 7 783 .4 7 8 4 . 3 7 8 5 . 2 7 8 5 . 9 7 8 6 . 6 787 . 178 7 . 0 7 8 6 . 6 7 86 .2 7 85 .9785. 8 785 . 6 7 8 5 .4 7 8 5 .4784 . 9 78 4 . 2 7 8 3 . 4 7 8 2 .6 7 8 2 . 2 7 8 1 .978 1 . 7 78 2 . 4 7 8 3 .3 7 8 4 . 1 7 8 5 .1 7 8 6 . 2 7 8 7 .6 7 89 .2 7 89 .8 789 . 6 789 . 4 789 . 4 7 8 9 . 6 7 8 9 . 8 789 . 9 7 9 0 . 1 7 9 0 .279 0 . 4 7 9 0 . 5 790 . 4 7 9 0 . 3 7 9 0 . 4 790 . 4 7 9 0 . 7 7 9 0 . 6 7 9 0 . 7 7 9 0 . 5 7 9 0 . 4 790 . 3 7 9 0 . 3 7 90 .3 7 9 0 . 5 7 9 0 . 5 7 9 0 .6 7 9 0 . 5 7 9 0 .5790. 5 7 9 0 . 8 7 9 1 . 1791. 3 7 9 1 . 4791. 4 791 . 7 7 9 2 . 0 7 9 2 . 1 7 9 2 . 3792 . 6 7 9 2 . 6793 . 0 7 93 .2 793 . 6 7 9 4 . 2 794 . 4474 7 9 7 . 7 7 9 7 . 8 7 9 7 . 7 797 . 2 796 . 7 7 9 6 . 5 7 9 6 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8 7 9 4 . 3 1 7 94 .4 0 797 . 5 0 7 9 4 .37 7 97 .4 6 7 9 4 . 5 7 9 1 . 4 8 7 9 1 . 46R 7 9 1 . 32795.44FFE791 . 4 7 7 9 1 . 4 3 7 9 5 . 4 5 7 9 5 . 3 5 791. 5 7 9 5 . 30795 . 3 8 79 5 . 4 3 7 9 5 . 3 1794. 9 2 7 9 5 . 0 6 7 9 4 . 8 3807.54FFEE 7 9 4 .61794 . 7 2 7 9 3 .68 E794.15FFEEE 793. 9 6794.16FFER 7 9 3 . 5 5 7 9 3 .8579 3 . 5 8 7 9 3 . 55 793 .9 0 E 794.10FFE7 9 3 . 4 2 79 0 . 5 0 7 9 2 .23 7 9 0 . 5 3 793 . 6 4 7 9 3 . 5 9 7 9 3 . 5 4 7 9 3 .62 G G793. 5 2 E793.46FFE7 9 3 . 3 5 7 92 .74 7 9 2 . 6 3 7 9 2 . 8 5792. 8 7 7 9 2 . 8 6 792. 0 3792 . 0 5 7 9 2 . 0 6 7 9 2 . 0 4 7 9 1 . 6 5 E R 7 8 9 . 8 8 7 91 .7 779 1 . 9 8792.15FFE7 9 1 . 9 8 792 .0 7 791 .8 279 1 . 7 7 7 9 0 . 72 7 9 0 . 6 7 7 9 0 . 7 0 7 9 0 . 7 4 790 . 1 7 789 . 7 9 7 8 9 . 5 578 9 . 9 2 7 9 0 . 0 6 7 9 0 . 8 0790 . 3 2 7 9 0 . 2 7 7 9 0 .20 7 9 0 . 2 6 7 9 0 . 3 8 7 8 9 . 9 9 790 . 7 6 7 9 0 .72790.85FFE7 9 0 . 4 2 7 9 0 .75 7 9 1 .00 7 9 1 .12 788 .9 5789. 4 2790 . 8 0 7 9 0 . 8 4 7 9 0 . 8 2 7 9 0 . 7 8 G G 7 8 6 . 43 7 8 7 . 0 2 786 .5 0 7 8 7 8 6 . 5 7 8 6 . 4 2 7 8 6 .277 8 6 . 65 7 8 6 . 3 3 7 8 7 . 5 9 7 9 9 . 1 978 7 . 7 8 7 8 7 . 1 7 79 0 . 6 2 78 5 . 9 6 7 8 6 . 0 3 7 8 6 .06 7 8 6 . 6 6 7 86 .8 0790.72FFE790.73FFE7 8 6 .71 785 .5 9 7 86 .4 4 7 8 6 . 3 5 7 8 6 . 38 7 8 6 . 3 8 7 8 6 .32 7 8 6 . 3 4 7 8 6 . 2 8TPTPTP795 . 0 6795. 6 0 7 9 7 . 1 3 7 9 6 .7 7 95 .7 8 7 9 5 . 1 7 7 9 5 .49 7 9 4 . 8 1 R 7 9 2 .59TPTP795 . 9 4 796.85TCF7 9 6 .56 7 9 6 . 4 8 7 9 6 . 50 7 9 6 . 0 379 5 . 5 4796 . 0 6 7 9 5 . 3 3 7 9 5 . 9 3 7 9 4 . 7 5 795. 0 5 7 96 .73 7 9 6 . 12 7 9 6 . 7 7 7 9 6 . 85 7 9 6 .91796. 7 3 7 96 .6 5796 . 6 4 7 9 6 . 1 8 7 9 5 .88796 . 3 7795. 6 3 7 9 6 . 3079 6 . 3 4 7 9 5 . 7 6 7 9 6 . 6 9 7 9 6 . 6 2 7 9 6 .66 7 9 6 . 34795 . 7 9 795 . 6 3 7 9 5 . 5 8795. 5 3 7 9 4 . 3 4 7 94 .5 0 7 9 4 . 4 3 794 . 5 5794. 1 2 7 9 4 .47 7 9 5 .08795. 1 1 7 9 5 . 7 7 7 9 5 .65 795 . 9 4796. 0 4 7 9 5 . 7 9 7 9 5 . 8 9 7 9 5 . 8 7 7 9 5 . 5 8793 . 4 4 7 9 3 . 9 1 7 93 .7 0 7 9 3 . 6 279 3 . 2 1793. 6 6 7 9 3 . 7 8 7 9 3 . 7 6 79 4 . 1 5 7 9 3 . 5 6793 . 9 7 794 .3 4 7 9 3 .89 7 9 4 . 1 3 794 .5 2 794 .2 3 7 9 4 . 3 179 4 . 6 6 7 9 4 .27 794 . 5 3 7 9 4 .46 7 9 5 . 4 7 7 9 5 . 0 1 7 94 .61795. 1 4 7 95 .0 5794 . 5 8 7 9 4 . 7 4 7 9 5 . 2 0 7 9 4 . 90 7 9 5 . 5 7 7 9 5 . 1 279 4 . 9 079 5 . 4 179 5 . 4 0 7 9 4 .87 7 9 4 . 9 1 7 9 5 .39 7 9 5 . 0 6 7 9 5 . 5 4 7 9 5 . 33795 . 7 4 793 . 2 6 7 90 .36 7 8 9 . 8 5793 . 0 3 7 93 .4 2 7 9 3 . 34 7 9 3 .80 7 9 3 .79 792 . 4 7 7 9 2 . 49 794 . 2 1 7 9 4 . 6 6 7 9 3 . 3 7 7 9 3 . 3 2 7 9 2 . 4 6 7 9 2 . 5 3 7 9 2 .96793. 0 0 7 9 2 .89 7 9 2 .37 7 9 2 . 3 3 7 9 2 . 9 0 7 9 3 . 0 3793. 2 4 7 9 2 . 4 4 7 9 2 . 2 0 7 9 2 . 0 3 7 9 1 . 6 3792. 1 1 7 91 .9 8 7 9 2 . 1 3 7 9 1 . 1 8 7 9 1 . 0 7 7 9 1 . 6 1 792 .1 0 793 . 4 0 792 .9 779 1 . 7 1791. 6 3 7 9 1 . 3 6 7 9 0 . 96 . 2 5 6 77 9 0 . 7 2 7 9 0 . 7 5 4 6 5 8 2 3 0 . 51 7 9 1 . 3 00.53 0 . 0 7 4 1 . 4 8 . 6 8 5 71 5 35 8 0 7 9 1 . 9 3 791 .4 8 7 9 1 . 7 3 791 . 2 2 791 . 7 0 7 9 1 . 060. 8 01. 2 9 2079 2 . 7 8 8 . 440 788.85TCF7 9 0 . 6 2 7 9 0 . 5 7 9 0 . 5791 . 4 7 9 1 . 0 7 9 1 . 6 7 90 .7 7 9 0 .2 7 9 1 . 4791. 0 7 9 1 . 1 7 9 0 . 6 7 9 0 . 66 7 8 7 . 4 7 87 .1 7 86 .8 7 87 .0 0 787.43TCF7 8 7 .41 7 8 7 . 4 8 7 8 7 . 0 5 787.58FFE7 8 6 .83 7 8 6 . 6 7 8 7 . 0 7 8 7 . 5 7 8 7 . 3 7 90 .2 7 90 .5 7 9 0 . 4 7 9 0 . 3 7 9 0 . 2 6 790 . 1 9 7 9 0 . 4 7 9 0 .3 7 9 0 . 1 7 9 0 . 1 787. 6 1 788.74TCF7 8 6 . 9 7 8 7 . 6 7 8 7 .00789 . 7 6 7 8 9 .7790. 179 0 . 078 9 . 5 7 8 9 .4 789 .7 7 8 9 . 7 7 8 9 .4 7 9 0 . 0 6 7 8 9 . 6 7 8 9 . 1 7 8 8 . 7 7 8 9 . 2 7 8 9 . 4 7 8 8 . 8 788. 7 789 . 4 7 8 9 . 4789. 1 4 788 .6 7 8 9 . 3 78 8 . 5789 . 2 7 8 9 .1 7 88 .8 7 8 9 .1 7 8 8 .9 7 8 5 . 8 785 .0 785 . 3 8 7 8 5 . 6 7 8 5 . 7 8 7 8 5 . 6 5 7 8 5 .37 7 8 5 . 4 6 7 8 5 . 8 785. 9 7 8 5 . 2 7 85 .16785.99TCF787 . 0 9787.48TCF7 8 7 . 4 4 7 8 6 . 7 78 6 . 7 4 7 8 7 . 4 4788.18TCF7 8 7 . 278 7 . 6 7 8 7 .1 7 8 6 . 8 7 8 7 . 2 7 8 7 .26 7 8 7 . 3 6 7 8 6 . 8 7 8 7 . 1 7 7 8 6 . 8 5787.90TCF7 87 .4 7 8 7 .65 7 8 7 . 7 2 787. 9 3 7 8 7 . 79 787. 7 2 7 8 8 .17 7 8 7 . 6 7 7 8 7 .74 7 8 7 . 8787 . 8 7 8 7 . 2 786. 9 787 . 4 7 8 7 . 3 7 8 8 . 7 7 8 9 . 0 3 7 8 8 . 4 0 7 8 9 .34788 . 4 786 .8 8 7 8 6 .8787.70TCF7 8 8 .03 7 7 8 7 8 7 7 8 4 7 8 7 . 1 0787.23FFE787.78TCF7 8 6 . 2 7 8 7 .03787.38FFE787.15FFE7 8 7 . 1 7 8 6 . 1 7 8 7 . 10 787.56FFE7 8 7 . 5 0 7 8 7 . 4 2 7 8 7 8787 7878 78 5 . 7 7 8 6 7 8 7 . 6 7 8 7 . 4 7 8 5 . 7 7 86 .878 5 . 9784 . 8 7 8 5 . 2 5785.33FFE7 8 5 .19 7 85 .4 3 778 7 8 5 . 5 7 7 8 4 . 4 7 84 .0 7 8 5 . 3 77 8 378 7 8 2777 7 8 5 . 9785 . 2 7 8 5 . 0 7 8 6 .59786.1FFE7 85 .84785. 9786 . 6 7 7 8 6 .95 7 8 7 . 0 78 6 . 6 7 8 5 . 7 7 8 5 . 4 7 7 8 6 . 1 3 786 .3 9 7 8 5 . 3 7 8 4 . 7 7 8 6 . 2 6 7 86 .18 7 8 4 . 4 7 8 4 .3 783 .2 6 7 8 3 . 4 7783 . 4 6787.43FFE7 87 .32 787 .2 178 7 . 3 78 7 . 5 4 7 8 6 .6785. 9 7 8 7 . 8 7 8 6 .7 7 8 5 . 5787 . 1 7 8 7 . 2 7 86 .8 787 . 978 8 . 3787. 9 787 . 4 7 8 8 .16 7 8 8 . 0 7 7 8 7 .86 7 87 .3 9 7 8 7 . 6 0 7 8 8 . 2 789 . 0 788 . 1 7 8 7 . 5 7 8 8 . 3788. 5 7 8 7 . 7 7 8 8 .6 788 .878 8 . 8 788. 4 7 8 9 . 1 788. 9 7 8 8 . 5 378 8 . 9 7 8 8 . 4 5 7 8 7 . 8 6 7 8 7 . 4 878 8 . 3 786. 7 7 8 6 . 6 5 7 86 .5 5 7 8 6 . 70786. 8 3 7 8 6 . 00 7 8 5 . 5 9 7 8 5 . 9 0 7 8 5 . 6 4 7 8 6 . 0 7 78 5 . 7 0 78 4 . 5 6 7 8 4 . 8 6 7 8 4 .4578 6 . 2 6 7 86 .21 7 8 4 . 8 8 7 8 4 .92 7 8 4 . 5 5 7 8 4 . 4 2 7 8 3 .71 7 8 4 . 0 9 7 8 3 . 6 4 7 8 3 .71 7 8 3 . 40 7 8 3 .87 7 84 .4 0 784 .4 2783 . 9 7 7 8 2 783 77 787.74TCF785 .9 7 8 6 .81 7 8 6 .73787.02FFE7 8 7 . 1 6 786. 6 7 8 5 .57 8 6 . 6 786 . 9 0 7 8 6 . 178 7 . 8 7 8 7 . 7 7 7 7 8 7 . 2 7 8788. 2 8 788.23FFE7 9 5 . 7 8 7 97 .1 7 9 7 . 1 7 9 4 . 9794 . 2 4 7 9 4 . 3 7 7 9 4 . 7 8 7 9 5 .91795. 4 2 7 9 5 . 8 7796 . 2 8 7 9 6 .03 7 95 .90 7 95 .7 1 7 9 5 .64795 . 4 8 7 9 5 . 0 5 7 95 .2 8795 . 1 5 7 9 5 . 0 2 7 9 4 .90794 . 5 8 7 9 4 . 57 795 . 2 6 7 9 4 . 9 5 7 9 5 .4979 4 . 6 6795. 0 4 805 .7 8 0 6 . 5 808.96BLD HT796.88TCF795. 1 4 7 9 5 .65 7 9 4 . 9 2 795 . 4 4 7 9 4 .90 7 9 8 . 0 6 7 9 4 . 9679 5 . 4 6795 . 4 7 7 9 4 .91 7 9 4 . 9 6 7 9 5 .46 7 95 .43 7 9 4 . 9 8 7 9 5 . 4 9 794 . 5 8 794. 1 5 7 9 4 . 6 8 793. 5 379 2 . 9 3 7 9 3 . 0 7 7 9 3 . 6 0 79 3 . 7 8 793 .3 2 7 9 3 . 7 8 7 9 3 . 6 8 7 9 3 . 1 6 7 9 3 . 1 9793 . 7 0 7 9 3 .72 7 9 3 . 1 6 7 9 3 . 8 3 7 9 4 . 3 9 797 . 9 790 . 6 5791. 4 3 7 9 0 . 9 6 7 9 1 . 36790 . 9 3791 . 3 2 7 9 0 . 9 9 7 9 1 .22793 . 6 9 7 9 3 . 1 1 7 90 .2 3 7 9 1 . 0 0 7 90 .5 4 7 9 0 . 7 1 7 9 1 . 1 7 7 9 3 . 0 3 792 .5 3792 . 7 6 7 9 3 . 7 3 7 9 2 . 3 9 7 9 0 . 9 3 790 . 8 3792 . 2 4 7 9 2 .07 7 9 1 . 1 4 7 9 0 .37791. 1 1792 . 1 0 EEEE E EEE E E E TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'10"6""12"8"6"15"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDSBUILDING12G12G8G8G8GHWL = 791.00NWL = 786.00790 790 795 790 795 790 795795810810810805805805 790 795 790790790813812812811809808807806806807808809806807811809808807806807806803802793793792792793792791791791791790 790 790 790 790789788787786 789788787786RS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALRS-2MEDIUM DENSITYSINGLE-FAMILYRESIDENTIALEESTATEDISTRICTC-5HIGHWAYCOMMERCIALC-5HIGHWAYCOMMERCIALOVERFLOW ROUTEN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.0 OverallGrdl20776.dwg3/25/2021OVERALL GRADING PLAN AUTHENTIX - MCHENRY 1" =060 6060'30 784 . 1 7 8 1 . 6 7 8 1 . 0 7 80 .0 8 1 . 2 7 7 8 . 8 7 77 .9777 . 3 7 7 6 . 5 7 7 7 .3 7 7 7 . 2 7 7 7 . 0625917 8 2 7 7 8 . 1 7 7 9 . 4 786. 1 790 .0792 . 0 7 9 1 . 9 7 89 .6 7 8 3 . 4 7 7 9 . 6778 . 1 7 7 8 . 3 7 8 0 . 3 7 8 5 . 4 7 8 9 .2788. 3 7 8 5 . 578 0 . 5 778 . 3 7 7 8 .4 7 79 .5 7 83 .9 7 8 6 . 8 7 85 .5783 . 778 0 . 2 7 7 8 .2 7 7 8 . 2 779 . 8 7 8 3 . 0 785 . 1 7 8 5 . 3 7 83 .578 0 . 2 4 7 8 3 . 7 7 8 5 .4 791 .8 7 9 1 . 6 7 9 0 . 3 7 8 8 .6 7 8 6 .4 7 83 .9 7 8 2 .5 7 8 3 . 3782. 5 7 8 3 . 3 78 4 . 4 7 8 4 .3 7 8 3 .6784 . 6 0 785 . 4 7 8 5 . 2 7 8 6 . 3 786 . 5 7 8 5 . 3 7 8 6 . 8 7 8 7 .5 7 8 8 . 0 7 8 9 . 3 7 9 0 . 8 7 9 2 . 1 7 9 1 . 5 7 91 .4790 . 8 7 9 0 . 2 7 9 1 . 1 7 9 1 . 4 7 8 9 . 8 7 8 9 . 8 788 .9 7 8 8 .4 7 88 .878 8 . 879 1 . 4 7 9 2 .2 7 9 2 .3 7 9 2 . 1 7 9 1 . 5 7 9 1 . 0 790 . 3 7 89 .2 7 8 8 . 3 787 .5786. 6 7 86 .2785. 5 784. 6 7 8 3 . 8 782 . 8 7 8 2 .6 7 8 2 .078 1 . 2 7 8 0 . 6 780 . 1 7 7 9 . 3 7 7 8 . 7 7 7 8 . 6 7 7 8 . 1 7 7 8 . 0 7 7 7 . 9 7 7 8 . 0 778 . 1 7 7 8 . 2 778. 1 7 7 8 . 0 7 78 .1 7 7 7 . 9 7 7 8 .1 7 7 8 . 4 7 7 8 . 6 778 . 7 778 . 7 7 7 8 .8 7 7 8 . 9 7 79 .1 7 7 9 . 4 7 7 9 . 4 7 7 8 .9 778 . 3 7 7 7 . 9 7 7 7 . 8 7 7 7 . 9 7 77 .9778 . 0 7 7787 8 37 84 .9 7 85 .6 786 .5 7 8 7 . 2 7 87.9792 . 5 792 . 5 7 9 3 . 0 793. 4 7 9 3 . 6 793 . 0 792 . 5 7 9 2 . 1 7 9 1 . 6 791 . 3 7 91 .1 7 9 0 . 5 790 . 1 7 89 .4 7 8 8 . 7 7 8 7 .8787 . 0 7 8 6 . 3 7 8 5 . 3 7 8 4 . 6 7 8 3 . 9 7 8 3 .3 7 8 2 . 9 7 8 2 . 6 7 8 2 . 9783. 6 784 . 5785 . 6 7 8 7 .0 7 8 7 . 9 7 8 8 . 4789 . 0 789 .4 7 8 9 . 7 7 8 9 . 8 7 9 0 . 0 7 9 0 . 2 7 90 .7 7 9 1 . 2791 . 779 2 . 4792 . 8 7 9 2 . 6 792 .4 7 9 1 .8791. 1 79 0 . 5 78 9 . 7 7 8 9 . 8 790 . 5 7 9 1 . 3 7 9 1 . 8 7 9 1 . 2 7 9 0 . 4 7 89 .8 7 8 9 . 5 7 8 9 . 2 7 8 9 . 1 7 8 8 .9788. 8 7 8 8 . 8 7 8 8 . 6 7 8 8 . 1 7 87 .3786. 3 785 . 3 7 84 .0 7 8 2 . 8 7 8 2 .0 7 8 1 . 2 7 8 0 . 7 7 8 0 . 5 7 8 1 . 0 7 8 2 . 0 7 8 2 . 9 784 .2 7 8 5 . 178 6 . 2 7 8 6 . 8787 . 1 7 8 6 . 9 7 8 7 . 1 7 87 .3 7 8 7 . 3 7 8 7 .7 7 8 8 . 2 7 8 9 .7 7 8 9 . 9 7 8 9 .3 7 8 8 . 5 7 8 7 . 9 7 8 7 .7787 . 3 7 8 6 .7 7 85 .9 7 85 .1 7 8 5 .4 7 8 5 . 3 785 . 2 7 85 .3785 . 6 7 8 6 . 3 7 8 6 . 4 7 8 5 .8 7 8 5 . 3 785 . 0 784 . 7 7 8 4 .5 7 8 4 .6 784 . 8 784 . 8 784 . 3 7 8 3 . 5 782. 6 7 81 . 7 781 . 4 780 . 9 7 8 1 . 5 7 8 2 . 0 7 8 2 . 2782 . 4 7 8 2 . 4 7 8 2 . 6782. 478 2 . 7 7 8 2 . 8783 . 1783 . 5 7 8 3 . 5 783 . 3 7 8 3 . 2 7 8 3 . 3783 . 5783 . 6 7 8 3 . 6 7 8 3 . 0 7 82 .2 7 8 1 . 4 7 8 0 . 8 780 . 2 780. 5 78 0 . 6 780. 7 7 80 .7780. 5 7 8 0 . 3 780 . 2 7 8 0 . 3 7 80 .5 7 80 .4 7 8 0 . 5 7 8 0 . 4 7 8 0 . 4 780 .2 7 8 0 .1779. 7 7 7 9 . 5 7 7 9 . 0 7 7 8 .677 8 . 777 8 . 5 778 . 7 7 7 8 . 6 7 78 .6 778 . 5 7 7 8 . 6778. 7 7 7 8 . 6778 . 5 7 7 8 . 6 778 .6 7 78 .5778 . 5778. 6 7 7 9 .2780. 0 780 . 5 7 81 .4 7 8 2 . 0 7 8 3 . 2 7 8 4 . 1 7 8 4 . 9 7 85 .4 7 8 6 . 1 7 8 6 . 9 7 8 7 . 7 7 8 8 . 5 7 8 9 . 4 7 9 0 .4 7 91 .3 7 9 2 .079 2 . 7 7 9 3 . 3 7 9 3 . 7 7 9 3 . 5 408 3493 1 7 9 2 .7 7 9 2 . 1 7 9 1 . 3 7 9 0 . 5 7 8 9 . 8 78 9 . 1 7 8 8 . 1 7 8 7 . 3 7 8 6 .6 7 8 5 . 8 7 8 4 . 9 7 8 4 . 1 784 . 5 7 8 5 . 3 7 8 6 . 1 7 8 7 . 3 788 . 1 7 8 8 . 7 789. 1 7 8 9 . 0 7 8 8 .8 7 8 8 . 6 78 8 . 3 788 . 0 7 8 8 . 2 7 8 9 . 3 7 8 9 .0 7 8 7 . 7 786 . 2 7 8 5 . 3 785 . 0 7 8 4 . 9 784. 0 783 . 2 7 8 2 .5781. 6 7 8 0 .8 7 81 .1 7 82 .0 7 8 2 . 7 7 8 3 . 8 7 8 4 .2784 . 6 784 . 8 7 8 5 .3 7 8 5 . 8 786 . 7 787 . 5 7 8 7 . 4 7 8 7 . 1 7 8 7 . 2 786 . 9 787 . 1 7 8 7 .5787. 8 788 . 1 7 8 8 .1787. 7 7 8 6 . 9 786 . 1 7 8 5 . 1 78 4 . 1 7 83 .7 7 83 .1 7 8 2 . 2 7 8 2 . 0 7 8 2 . 4 7 8 2 . 7 7 8 3 . 4 784 . 3 7 8 5 . 2 7 85 .9 7 86 .6 7 8 7 . 1 78 7 . 0 7 8 6 .6 7 8 6 . 2 7 8 5 . 9 7 8 5 . 8 785 . 6 785 . 4 785 . 4 7 84 .9784 . 2 78 3 . 4 782. 6 7 8 2 . 2 78 1 . 9 7 8 1 . 5 781 .0 7 8 0 . 4 779 .5 7 7 8 . 8 77 8 . 4778. 5 778. 9 7 7 9 . 4 7 8 0 . 2 7 81 .1 781 . 7 782 . 4 7 8 3 . 3 78 4 . 1 78 5 . 1 7 8 6 . 2 787 . 6 7 8 9 . 2 7 8 9 . 8 7 8 9 . 6 7 8 9 .4 7 8 9 . 4 7 8 9 . 6 7 8 9 . 8 7 8 9 .9 7 9 0 . 1 790 . 2 790. 4 7 9 0 . 5 7 9 0 . 4 N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53132.39HWL = 791.00NWL = 786.00792.00791NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.1 Grdl20776.dwg3/25/2021GRADING PLAN - AREA 1 AUTHENTIX - MCHENRY 66591828 791 .8 7 9 2 .2 7 9 2 .3 7 9 2 . 1 7 83 7 84 .9 7 85 .6 786 .5 7 8 7 . 2 7 . 2 2 787 .9792 . 5 792 . 5 7 9 3 . 0 7 9 3 . 0 793. 4 7 9 3 . 6 793 . 0 792 . 5 7 9 2 . 1 7 9 2 7 9 1 7 9 3 . 3 7 9 3 . 7 7 9 3 . 5 0 8 4 317 9 2 .7 7 9 2 . 1 7 9 2 7 9 1 . 3 7 9 0 . 5 7 8 9 . 8 78 9 . 1 7 8 8 . 1 7 8 8 7 8 7 . 3 7 8 6 .6 7 8 5 . 8 7 8 4 . 9 7 9 0 . 5 7 9 0 . 4 S61° 53132 397 83 83132.397 83 8 132.39227HWL = 791.00L = 7NWL = 786.006001" =030 3030'15SEE SHEET C5.3SEE SHEET C5.2KEY MAPN.T.S.AREA 1 796 .379 9 . 2 8 02 .6 8 0 4 . 2 8 0 3 . 2 8 0 1 . 0 7 98 .0 7 9 6 .079 5 . 9 7 98 .2800. 6 8 0 1 . 4 7 9 8 . 6798 . 2 7 99 .1 7 9 6 . 9 7 9 6 .5 7 9 5 . 1 7 9 6 . 8 7 9 6 . 8 792 . 8 7 8 8 . 7 7 8 3 . 0 7 7 9 . 9 7 7 8 . 1 778 . 2 77 9 . 4 7 8 3 . 9 7 8 9 . 3 7 9 1 .9 7 9 1 .9 7 8 8 . 6 7 8 2 . 5 7 79 .1 7 7 8 . 2 778 . 1 7 7 9 . 4 7 8 6 .1 7 9 0 . 0 7 9 2 . 0 7 8 9 .1 7 8 4 . 4 78 0 . 3 778. 2 7 7 8 . 3 7 8 1 . 3 7 8 6 . 0 788 . 7 7 8 9 . 7 785 . 7780 . 6 7 7 8 . 0 7 7 8 . 1 7 79 .9 7 8 7 . 0 7 9 1 . 3 7 9 1 . 6 7 8 6 . 8 780. 3 778 . 3 7 7 8 . 2780 . 4 7 8 5 . 1 7 9 2 .3 793 . 1 79 0 . 7 7 8 6 .2 7 8 1 . 5 77 9 . 5 7 7 8 . 3 7 7 8 . 2780. 3 7 8 2 . 8 7 8 6 . 0 7 8 9 . 8 7 9 4 . 4 793 . 9 7 9 1 . 3 7 8 7 . 5 78 1 . 9 7 7 8 . 2780. 5 7 8 3 . 7 7 89 .1 7 93 .8 794 . 1 7 9 0 . 1 785 . 7 7 84 .6 780 . 8 7 8 1 .0 7 7 8 . 3 7 7 8 . 1 78 0 . 1 783 . 9 7 9 0 . 3 7 9 3 . 1 7 9 3 .9 7 8 9 . 7 786 . 7 7 9 4 .7 7 9 3 . 3 7 9 2 . 4 792. 1 7 9 1 . 8 791 . 6 792 . 1791. 5 7 9 1 . 4 7 9 0 .879 0 . 2791. 4 7 91 .4 7 9 2 . 2 7 9 2 . 5 7 9 3 . 6 7 9 4 . 479 6 . 0 8 0 0 . 3 799 . 9 8 0 0 . 8 79 9 . 2 7 98 .6 7 9 8 . 5 799 . 3800. 2 7 9 8 . 0 798 . 2 798 . 5 79 8 . 3 7 97 .8 7 9 8 . 580 2 . 0 8 0 1 . 8 8 0 1 . 6 801. 0 79 8 . 6 7 9 9 . 5 800 .4801 . 7 8 0 3 . 6 8 0 3 . 9 8 04 .5 8 04 .6 8 0 3 .0 8 01 .980 2 . 3 8 01 .3 8 0 0 .180 1 . 3 8 0 0 . 6 800 . 8 802 . 0 79 9 . 8 8 0 2 . 4799 . 3801. 2 7 9 9 . 7 799. 6 7 9 9 .3 7 9 8 . 8 7 97 .279 5 . 879 4 . 4 7 9 5 . 6 7 9 6 . 3 7 9 9 . 0 8 0 0 . 6 8 0 1 . 2 8 0 0 . 2 7 9 9 . 1 797. 8 7 99 .2 7 9 9 . 9800. 8 802 .9 8 0 1 . 1 80 4 . 1 8 0 2 . 2 80 1 . 4 8 0 0 . 5 7 9 7 . 4799 . 2 8 0 1 . 6 802 .4 8 0 2 .9 8 0 3 . 2 8 0 9 80 5 88 0 2 . 2 8 0 8 0 4 . 1 8 10 .08 1 0 . 181 0 . 9 8 1 1 . 1 810 . 6810. 6 8 1 0 . 1 811 . 9 8 1 1 . 1 8 1 0 . 7 8 0 9 .9 8 0 8 . 8 8 0 6 .9 8 0 5 . 2 801. 7 8 0 0 . 5 8 02 .5 803 . 7 8 0 2 .5 8 0 5 . 4 8 0 3 .1 8 0 3 . 8807. 7 8 0 3 .7 8 0 6 . 6 8 1 0 .1 8 0 3 . 9 8 0 6 . 1 8 0 3 . 0 8 0 7 . 2 8 0 2 .4 8 0 5 .680 3 . 0805 . 7 8 0 4 . 1 806 .3807. 3 8 03 .8 8 0 3 . 7 8 0 7 .281 0 . 881 0 . 2 8 1 0 . 1 8 1 0 . 4 8 08 .5807 . 2 8 0 7 . 6 80 6 . 5 8 0 6 . 0 80 6 . 5 8 0 6 . 1 8 0 6 . 4 8 0 5 . 8 806 . 3 80 6 . 1 8 0 6 . 3 806 .7 8 0 6 . 1 8 0 7 . 5806 . 1806 . 3 8 0 6 . 3 807 . 5 8 0 7 . 6 8 0 7 . 6 8 0 5 .9 8 0 7 . 8 8 0 6 . 5 8 0 5 . 8 80 6 . 3 8 09 .6 8 07 .4810 . 2 8 0 6 . 1 8 0 7 . 0 809 . 6 8 1 1 . 4 811 .6 8 1 0 . 9 8 1 1 . 3 8 1 1 .381 2 . 8 810 .9 8 1 0 .9 811 . 3 8 1 1 . 8 8 1 1 . 0 8 1 0 .4 8 1 0 . 9 8 1 2 . 6 8 1 0 . 5 810 . 6 8 1 1 . 681 2 . 5 81 2 . 9 8 1 2 .3 8 1 2 . 0 8 1 1 . 5 8 1 1 . 5 8 1 1 . 0 8 1 0 . 9 8 1 1 . 1 8 1 1 . 5 8 11 .2 808 . 9808. 4 8 0 9 . 4 8 1 0 . 3 8 1 0 . 1 8 09 .3 8 0 7 .5 8 0 7 . 1 8 1 0 . 1 8 0 9 . 4 8 0 7 . 0 806 .6 8 0 6 . 8 806. 2 806 . 3 8 0 6 . 3 806. 8 8 0 6 .2 8 0 6 .6 8 0 6 . 8 8 0 9 . 5 8 0 6 . 9 8 0 6 .6806 . 0 806 . 5810 . 1 8 0 9 . 0 8 0 6 . 8 8 0 9 . 4 807 . 0 807 . 1 807 . 2 807 . 2 806 . 3 8 0 6 . 2 806. 2 8 0 8 . 281 1 . 4 8 1 1 . 4 8 1 2 .4 813 . 0811 . 1 812 . 1 811 . 5 8 1 0 . 2 8 0 9 .7 8 1 0 . 0 8 0 8 .8 8 0 8 .7 8 0 2 . 1 8 0 3 .6 8 04 .5 8 0 8 . 1 8 1 0 . 2 8 0 8 . 8 8 0 4 . 7807. 5808. 8 8 0 8 . 9 8 1 0 . 2 8 0 9 . 1 807 . 5 8 0 6 .0 8 0 7 . 0 8 0 6 . 9 8 0 6 .8 8 1 0 . 8 8 0 5 . 0 805 .3 8 0 5 . 3 8 0 5 . 8805 . 3 8 05 .7 8 0 6.2 8 0 5 .2807. 080 6 . 2 8 0 5 . 9 805 . 3 8 0 7 . 7 806 . 7 807 . 5 7 9 5 . 6 9 7 9 5 . 6 7 7 9 5 . 77 7 95 .7 6 7 9 3 .33 7 9 3 . 3 179 3 . 3 4 7 9 2 . 6 0 79 2 . 4 6 792 . 3 9 792 .9 7 7 9 2 . 99 797.11FFE796.80FFE7 9 6 . 2 1 796 .2 8 7 9 6 . 3 1 7 9 6 . 8 2 796. 8 5 7 9 6 . 4 9 795 .9 2 795 . 9 0 79 5 . 8 9 7 9 6 . 8 1796. 1 8 7 9 6 .12796 . 8 279 6 . 8 5 G796 . 8 2 7 96 .24 793 . 7 4 R 7 9 2 . 42 7 8 9 . 06 796 . 7 4 7 9 6 .72 7 9 6 . 77 796 . 3 1 7 9 6 .26 7 9 6 . 3 7 R 7 9 4 . 0 0 7 9 5 .27 794 . 7 1 7 9 5 . 2 1 7 9 4 . 6 7 7 9 4 . 6 0 7 9 5 . 1 3 7 9 5 . 07794 . 5 4794. 9 4 7 94 .47 7 9 4 . 93 795 .4 2 795 .1 5795 . 2 4 PPM MONITOR7 9 5 .77795 . 7 9 7 9 5 . 2 7 7 95 .5 8 7 9 5 .15 7 9 5 . 4 2 7 9 4 . 9 4 79 5 . 0 4 7 9 4 . 9 8528 7 9 5 . 9 0 7 9 5 . 86 7 9 5 . 84 7 9 5 . 7 6796 . 0 0 796.81FFE96 7 2569 79 5 . 9 7 7 9 5 . 4 0 795 .1 6 7 9 5 . 2 2 7 9 5 .63795 . 1 5 927 95 .4 2 7 9 5 . 1 7 7 9 5 . 2 5 8 0 5 . 8 8 0 5 . 8 805 . 5 8 0 6 . 0 80 6 . 3 8 0 6 . 1 8 0 5 . 7 8 0 3 . 7 8 0 2 .8 8 0 1 . 6 7 99 .4797 . 9 7 9 8 . 3 8 0 3 . 4 7 9 9 . 2 8 0 2 . 7 8 0 2 . 4 801 . 5798 . 9 799 . 2 7 9 8 .1 798 .6 7 98 .2 7 9 8 .5 7 98 .9799 . 5 7 9 9 . 7 80 1 . 3 8 0 1 .1 8 0 7 . 2 8 0 7 . 1 80 7 . 2 8 0 7 . 2 8 0 6 . 9 7 9 6 . 0 7 95 .2 7 9 4 . 7 794 . 0 79 3 . 4 793. 0 792 . 8 7 9 2 . 5 7 9 2 . 3 79 2 . 1 7 91 .5 8 07 .0 8 0 7 . 4 80 7 . 7 1 7 9 5 .5 7 9 4 . 8 794 . 6 7 9 3 .6 7 9 2 . 8 7 9 2 . 7 7 9 2 . 5 7 9 2 .5793 . 0 7 9 2 . 4 7 9 1 . 8 7 9 1 . 1 8 0 7 . 0 8 0 6 . 9 8 0 7 . 3 8 0 7 . 1 807 .1806. 6 7 93 87 9 3 . 279 6 . 7 6796. 7 7796 . 2 79 6 . 7 9796 . 7 8 7 9 6 . 8 7796.84FFE7 95 .8 5 E EEE 7 9 5 . 6 5 7 9 4 .69 7 9 5 .75 7 9 5 . 5 1 7 9 5 . 4 8 795. 4 1 794 .6 0 7 9 4 . 6 0 7 9 4 . 9 9 7 9 3 . 7 8 7 9 4 . 3 1 794 .4 0 797 .5 0 7 9 4 . 3 7 7 97 .4 6 7 9 4 .5 7 9 1 .48 7 9 1 . 4 6 R 7 9 1 . 3 2795.44FFE791 . 4 7 7 9 1 .43 7 95 .4579 5 . 3 5 7 9 1 . 5 7 9 5 . 3 0 7 9 5 . 3 8 7 9 5 . 4 3 7 9 5 . 3 1 7 9 4 . 9 279 5 . 0 6 7 9 4 . 8 3807.54FFEE 7 9 4 .61 7 9 4 . 7 2 7 9 3 . 6 8 E794.15FFEEE 79 3 . 9 6794.16FFER 793 . 5 5 7 9 3 . 85 7 9 3 . 5 8 7 9 3 . 5 5793 . 9 0 E 794.10FFE7 9 3 .42 7 9 0 . 5 0 7 92 .23 790 . 5 3 793 . 6 4 7 93 .5 9 793 .5 4 7 9 3 . 6 2 G G793. 5 2 E793.46FFE7 9 3 . 35 792 . 7 4 7 9 2 . 63 7 9 2 .85 7 9 2 . 8 7 7 9 2 . 86 79 2 . 0 3 7 9 2 . 0 5 792 . 0 6 7 9 2 .04 7 9 1 . 65 E R 7 8 9 . 8 8 791 . 7 7 7 9 1 . 9 8792.15FFE7 9 1 .98792 . 0 7 791. 8 2 7 9 1 . 7 7 7 9 0 . 7 2 7 9 0 .6779 0 . 7 0 7 9 0 .74790 . 1 7 7 9 0 .82 7 9 0 . 7 8 G G 7 9 0 . 6 2TPTP795. 0 6 7 9 5 . 6 0 797. 1 3 7 9 6 .7 7 95 .7 8 7 9 5 . 1 7 7 9 5 . 4 9 79 4 . 8 1 R 7 9 2 . 5 9TPTP795. 9 4 796.85TCF7 9 6 . 5 6 7 9 6 .48 7 9 6 . 5 0 7 9 6 .03 7 9 5 . 5 479 6 . 0 6795 . 3 3 7 9 5 .93 7 9 4 .75795 . 0 5 7 96 .73 7 9 6 . 1 2 7 9 6 . 7 7 7 9 6 . 8 5 7 96 .9179 6 . 7 3 7 96 .6 5 7 9 6 . 6 4 7 9 6 .18 7 9 5 . 8879 6 . 3 7 795. 6 3 7 9 6 . 3 0 7 9 6 . 3 4 7 9 5 . 7 6 796. 6 9 7 9 6 . 6 2 7 9 6 . 66 7 9 6 . 3 4 7 9 5 . 7 9 795 . 6 3 7 95 .5879 5 . 5 34347 9 4 .1394 5 2 794 .2 3 7 9 4 . 3 1 7 9 4 . 6 6 7 9 4 .27794. 5 3 7 9 4 . 46 7 9 5 . 4 779 5 . 0 1 7 94 .6 1795 . 1 4 795 .0 5 7 9 4 . 5 8 7 94 .74 795 . 2 0 7 9 4 . 9 0 7 9 5 .57 7 95 .1 2 7 9 4 . 9 0 7 9 5 . 4 1 7 9 5 . 4 0 7 9 4 .87 7 94 .9 1 7 9 5 . 3 9 79 5 . 0 6 7 9 5 .54 7 9 5 . 3 3 7 9 5 . 7 4 7 9 3 . 2 6 790 .3 6 7 8 9 .85 7 9 3 . 0 3 7 93 .4 2 7 9 3 . 3 4 9 3 .80 7 9 3 .79 7 9 2 . 4 9 7 9 4 . 2 1 7 9 4 . 6 6 7 9 3 . 37 7 9 3 . 3 2 795 . 7 8 7 9 5 .91 4 2 7 9 5 . 8 7 7 9 6 . 2 8 795 . 2 6 794. 9 5 7 9 5 .49808.96BLD HT796.88TCF79 5 . 1 4 7 9 5 .6579 4 . 9 2 7 95 .4 4 7 94 .9 0 798 . 0 6 7 9 4 . 9 6 7 9 5 . 4 6 7 9 5 . 4 7 7 9 4 . 9 1 7 9 4 . 9 6 7 9 5 .46 7 9 5 .43794. 9 8 7 9 5 . 4 9 7 9 4 . 5 8 794 . 1 579 4 . 6 8 793 . 5 3 7 9 2 . 9 3 79 3 . 0 7 7 9 3 . 6 0 7 9 3 . 7 8 7 93 .3 2 7 9 3 .78793 . 6 8 7 9 3 . 1 6 7 9 3 . 19 7 9 3 . 7 0 7 9 3 . 7279 3 . 1 6793 . 8 3 7 9 4 . 3 9 7 9 7 . 9 7 9 0 . 6 579 1 . 4 3 7 9 0 . 9 6 7 9 1 . 3 6 7 9 0 . 9 379 1 . 3 2 7 9 0 .99 7 9 1 .22 7 9 3 . 6 9 7 9 3 . 1 1 7 9 0 .2379 1 . 0 0 7 90 .5 4 790 . 7 1 7 91 .1 7793 . 0 3 792 . 5 3 7 9 2 . 7 6 7 9 3 . 73 7 92 .39 7 9 0 . 9 3 7 9 0 . 8 3 7 9 2 . 2 4 7 9 2 .07791. 1 4 790 .3 779 1 . 1 1 7 9 2 . 1 0 E EEE E E EE E E ETPTP TPTP8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"8"N00° 05'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'6"L24ABLDG 3BL24ABLDG 4AL24ABLDG 5AGROUNDS BUILDING799.15799.15799.50799.50798.00797.75798.50798.50798.50798.45798.45R 797.50797.45797.70797.85797.85797.85797.85797.20797.00797.60797.60FF 798.40FF 800.00FF 799.4797.25797.25797.45797.25797.70797.70797.70798.35798.00798.00798.40798.25798.40798.20798.05797.90798.67798.05797.85798.95798.95797.70797.85798.90798.20F/G 798.95F/G 79796.00796.15796.00798.15793.00793.50796.50797.50794.75796.00796.40796.20794.75795.50R 797.00R 797.00R 797.00R 797.00R 797.00R 797.80R 797.60R 797.60R 797.45798.20± M.E.796.00± M.E.794.00± M.E.793.20± M.E.794.00± M.E.795.00790793792791798.50798.50798.50797.50797.00796.50NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.1 Grdl20776.dwg3/25/2021GRADING PLAN - AREA 2 AUTHENTIX - MCHENRY 792 . 8792 . 8 7 8 8 . 7 8 . 7 7 7 8 3 . 0 8 3 7 7 9 . 9 9 7 7 8 . 1 7 8 778 . 278 77 9 . 477 4 7 8 3 . 9 8 3 9 7 8 9 . 3 7 8 7 9 1 .9 7 9 1 7 9 1 .9 7 8 8 . 6 6 7 7 8 2 . 5 7 8 2 7 79 .1 79 7 7 8 . 282 778 . 178 7 7 9 . 4 7 947 8 6 .1 7 8 6 7 9 0 . 0 9 0 7 9 2 . 0 7 7 8 . 2780. 580 5 7 8 3 . 7 7 89 .1 7 89 .1 7 93 .8 794 . 1 79 7 9 0 . 1 7 785 . 7785 . 7 7 84 .6 7 8 780 . 8 7 8 7 8 1 .0 7 8 1 .0 7 7 8 . 3 7 8 7 7 8 . 1 7 8 . 1 78 0 . 1 8 0 783 . 9 3 7 9 0 . 3 9 0 3 7 7 9 3 . 1 7 9 3 .9 7 8 9 . 7 7 786 . 7 78 7 9 4 .7 7 9 3 . 3 7 9 2 . 4 792. 1 7 9 1 . 8 791 . 6 792 . 1792791. 5 7 9 1 . 4 7 9 0 .879 0 . 2791. 4 7 91 .4 7 9 2 . 2 7 9 2 . 5 7 9 3 . 6 7 9 4 . 479 6 . 070.4801 . 7 8 0 3 . 6 80 2 . 3 8 01 .3 8 0 0 .180 1 . 3 1 . 3 8 0 0 . 6 800 . 8 802 . 002 79 9 . 8 8 0 2 . 4 8 0 299 . 3 . 2 799. 699. 6 8 7 9 5 . 6 7 9 6 . 3 7 9 9 . 0 7 8 0 0 . 6 8 0 1 . 2 8 0 0 . 2 7 9 9 . 1 797. 8 7 99 .2 7 99 7 9 7 9 9 . 9 9 . 9800. 8 802 .9 8 0 1 . 1 80 4 . 1 8 0 2 . 2 80 1 . 4 8 0 0 . 5 0 0 5 8 0 7 9 7 . 4799 . 2798 0 1 . 6 0 1 . 6 8 0 802 .4 8 0 2 .9 8 0 2 .9 8 0 2 .9 8 0 3 . 2 8 0 9 80 5 88 0 2 . 2 8 0 8 0 8 0 4 . 1 8 8 10 .0008 1 0 . 1 881 0 . 9 . 9 8 1 1 . 1 810 . 6810. 6818 1 0 . 1 8 1 0 1 0 . 1 8 8 1 1 . 1118 1 1 . 1 8 1 0 . 7 8 0 9 .9 8 0 8 . 8 8 0 6 .9 8 0 5 . 2 8 801. 701. 7801808 8 0 0 . 5 02 .5258 02 803 . 7 803 8 0 2 .5 8 0 5 8 0 8 8 0 3 .1 0 3 .1 8 0 3 . 8 8807. 77780787 8 0 3 .7 8 0 6 . 6 8 0 6 . 6 8 1 0 .1 8 0 3 . 9 8 0 3 9 8 0 6 . 1 8 0 6 . 1 8 0 3 . 0 8 8 0 7 . 2 0 7 2 8 0 8 0 2 .4 8 0 5 .6 8 0 5 60 5 .680 3 . 080 380580 8 0 4 . 1 806 .33806800707. 3 300707. 38 8 03 .8 .8 8 0 3 . 7 8 0 3 8 0 7 .2 8 0 7 .2 881 0 . 881 0 . 281 0 8 1 0 . 1 8 8 1 0 . 4 1 0 8 08 .5807 . 2 8 0 7 . 6 80 6 . 5 8 0 6 . 0 80 6 . 5 8 0 6 . 1 0 6 . 4 8 0 5 . 8 806 . 3 80 6 . 1 8 0 6 . 3 806 .7 806 .708 0 6 . 1 1 88 0 6 6 . 1 8 0 7 . 5 8 0 7 8 0 0 7 575806 . 1806 . 3 8 0 6 . 3 807 . 5 8 0 7 . 6 8 0 7 . 6 8 0 7 6 888 0 5 .9 888 0 7 . 8 8 0 7 8 0 6 . 5 8 0 5 . 8 . 3 363380 6 . 363680 6 6309 .6968 8 07 .4 8 07810 . 202281010 2888 0 6 . 1 8 0 7 . 0 809 . 6 80980 8 1 8 1 . 4 1 . 4 1 8 1 1 8 1 1 1 811 .611161811 .6 818 8 1 0 . 9 8 1 1 . 3 8 1 1 .3 1 2 . 881 2 . 881 810 .9 8 1 0 .9 811 . 3 811 8 1 1 . 8 8 1 1 . 8 8 1 8 1 1 . 0 8 1 0 .4 8 1 0 . 9 8 1 2 . 6 8 1 8 1 0 . 5 810 . 6 8 1 1 . 681 2 . 581881 81 2 . 9 8 1 2 .3 8 1 2 . 0 8 1 2 . 0 8 1 1 . 5 8 8 1 1 8 1 1 . 0 8 1 0 . 9 8 8 1 1 . 1 8 1 8 1 1 5 . 5 . 5 8 1 1 8 11 .2 8 8. 9 9 8088008808. 4 8 0 9 . 4 . 4 4 . 3 3 8 1 0 1 0 88 1 8 1 0 0 8 8 09 .3 8 0 7 .5 8 0 7 8 0 7 . 1 8 1 0 . 1 8 1 0 1 8 0 9 . 4 0 9 . 4 8 0 9 0 9 8 0 88 8 0 7 . 0 806 .6 8 0 6 . 8 806. 26280606 2 806 . 306 . 380806 3 8 0 6 . 3 8 0 6 0 6 3 3 806. 88068006 868 2228 0 6 .2628 0 8 0 6 0 6 .668 8 0 6 . 8688 0 0 6 8 0 9 . 5 8 0 9 8 0 958 0 6 . 9 8 0 6 .6806 . 0 806 . 5810 . 11081088 0 9 . 0 8 0 8 0 6 . 8 8 0 9 . 4 8 0 9 . 4 807 . 0 807 . 1 807 . 280807 . 2 80 806 . 3 8 0 6 . 2 806. 2 8 0 8 . 2 0 881 1 . 4 8 1 1 . 4 448 1 2 .4 813 . 0811 . 1 812 . 181 811 . 5 8 1 0 . 2 8 0 9 .7 8 1 0 . 0 8 1 8 0 8 .8 8 0 8 .7 8 0 2 . 1 8 0 3 .6 8 04 .5 .58 0 8 . 1 8 1 0 . 2 8 0 8 . 8 8 0 4 . 7 8 0 4807. 5808. 8808 0 8 . 9 8 1 0 . 2 8 0 9 . 1 7 . 0 1 0 . 8 1 0 8 1 1 8 0 5 . 0 805 .3 8 0 5 . 3 88 8 0 5 . 8 0 5 . 8 8 0805 . 3 8 05 .7 5 . 9 806 . 7 6 . 7 807 . 5 0 2 . 7 8 0 2 . 4 4 . 5 8 0 7 . 2 8 0 7 . 1 80 7 . 2 8 0 7 . 2 8 0 6 . 9 7 9 6 . 0 7 9 7 95 .2 7 9 4 . 7 79444 . 079479479 79 3 . 4 793. 0 792 . 8 7 9 2 . 5 7 9 2 . 3 79 2 . 1211 7 91 .5 8 07 .0 8 07 .0 88 8 0 7 . 4 80 7 . 7 7 9 5 .5 7 9 4 . 8 794 . 6 7 9 3 .6 7 9 2 . 8 8 7 9 2 . 7 7 7 9 2 25. 5 7 9 2 .5793 . 0793 . 0 7 9 2 . 4 7 9 1 . 8 7 9 1 . 1 8 0 7 . 0 8 0 6 . 9 8 0 7 . 3 8 7 8 0 7 . 1 807 .1667 93 8 7 9 3 . 2 ° 05''N00° 0552"E 198.02'52"E 198.02L24AABLDG3BG3BBLDG3BBLDG3B33888 L24AL299 244806. 6806. 6BLDG 4ABBLBL8 0 6 0 6 L24ABLDG5ADGGROUNDSGG BUILDINGGUBU8 0 8 0 799.50750799.5099798.5050888 0 8 8 0 8798.50798.507950798.5066 798.45798.457984797.4577977997978 0 5 . 4 8 0 5 . 4 88 797.700 1 . 2 1 . 2 9797.85797.85797.85797.8585858.857797.207.20797.007797.607977777 797.60FF 798.407FF 7FF 7FFFFF 800.0008 0 6 . 9 6 . 9 8 0 6 .8 8 0 6 .8FF 799.4F 799.797.25797.25797.45777797.257797.707077.7797797.70797.7078 0 3 . 8 8 0 3 . 8 007070797.7797810 . 6 810 . 6 810810798.3535798.00798.008.000798.40400798.25798.4008.47008 1 0 . 1 8 1 0 . 1 00 . 1 8 09 . 8 09 .798.20798.05806 6 806 6 88 797.90798.67798.05050508181 0 . 0 0 . 0 97.8597.8579778 1 2 . 6 8 1 2 . 6 8 1 2 1 2798.95.9595798987979595889559798.9789798888 09 .6 8 09 .66968 09 09 8 0 8 07 7799979779797.7097.7097797.855798.900 ............99090909.99090798.202798.20722G 79998.9598F/.95G9595F/G 79G796.000000000000000000000000000000000796.15796796.00798.1555793.0070793.50777796.505079794.75759494796.00796.4079796.20794.75795.50R 797.00R 797.0097979797979797979797979797979797979797979797979797979797979797979797779797R 797.00R 77.0097.007RRR 797R 7977799R 797.00R 797.00R R 797.807.80 7 . 6 0 7 6 R 797.607R 79.688R 797.60R..77R 797.454794.00± M.E.795.0005.0000797907907933379333792792791791796 .3679 9 . 2 9 . 279 8 02 .6 8 0 8 0 4 . 2 8 0 3 . 2 8 0 1 . 0 . 0 7 98 .0 98 7 7 9 6 .0 6 79 5 . 9 5 . 9 7 98 .2800. 6 8 0 1 . 4 7 9 8 . 6798 . 2 7 99 .1 7 99 7 9 6 . 9 7 9 6 7 9 5 . 1 7 9 6 . 8 7 9 6 . 8 6 . 8 7 8 9 .117 8 9 7 8 4 . 4447 78 078 0 . 3700 . 3 778. 2 2 7 7 8 . 3 7 8 1 . 3 1 . 3 7 7 8 6 . 0 7 8 . 0 788 . 7 7 787 7 8 9 . 7 . 7 7 8 785 . 7 7 . 785780 . 6786 0 7 7 8 . 0 7 7 8 . 1 7 79 .9 79 7 8 7 . 0 7 7 8 7 9 1 . 3 9 1 3 7 9 1 . 6 9 1 6 7 7 8 6 . 8 8 8 6 780. 30 778 . 3 7 7 8 . 2780 . 4 4807 7 8 5 . 1 . 1 7 8 5 7 9 2 .339 2 793 . 13. 1 79 0 . 779 0 7 7 8 6 .2 8 6 7 8 1 . 5 7 8 1 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2 9 1795.44FFE791 . 4 7 7 9 1 .43 7 95 .4579 5 . 3 5 7 9 1 . 5 7 9 5 . 3 0 7 9 5 . 3 8 7 9 5 . 4 3 7 7 9 5 . 3 1 7 9 4 . 9 279 5 . 0 6 7 9 4 . 8 3807.54FFE7 9 4 .61 7 9 4 . 7 2 7 9 3 . 6 879 3 . 9 6 R 793 . 5 5 7 9 3 . 85 7 9 3 . 5 8 7 9 3 . 5 5793 . 9 0 7 9 3 .42 7 9 0 . 5 0 5 0 7 92 .23 790 . 5 3 3.5 9 3.5 454 792 . 7 4 7 9 1 . 65 R 7 8 9 . 8 8 791 . 7 7 7 9 1 . 9 8 9 1 .989898792 . 0 777 791. 8 2 7 9 1 . 7 7 7 9 0 . 7 2 7 9 0 .6779 0 . 7 0 7 9 0 .74790 . 1 7 7 9 0 .82 7 9 0 . 7 8 G G 7 9 0 . 6 2 7 2795. 0 6 7 9 5 . 6 0 797. 1 377 9 6 .777 95 .7 857 9 5 . 1 7 9 5 7 9 5 . 4 9 79 4 . 8 1 R 7 9 2 . 5 9 5 9795 . 7 8 9 5 .91 2 7 9 5 . 8 7 7 9 5 . 8 7 7 9 6 . 2 8 795 . 2 6 794. 9 5 7 9 5 .499808.96BLD HT796.88TCF79 5 . 1 4 7 9 5 .655656579 4 . 9 2 7 95 .4 4 7 94 .9 0 798 . 0 687 9 4 . 9 6 7 9 5 . 4 6 7 9 5 . 4 7 7 9 4 . 9 1 1 7 9 4 . 9 6 7 9 5 .46 7 9 5 .43794. 9 87977 9 5 . 4 9 7 9 4 . 5 8 794 . 1 579 4 . 6 8 793 . 5 3 7 9 2 . 9 3 79 3 . 0 7 7 9 3 . 6 0 7 9 3 . 7 8 7 93 .3 2 7 9 3 .78793 . 6 8 7 9 3 . 1 6 7 9 3 . 19 7 9 3 . 7 0 7 9 3 . 72 7 9 379 3 . 1 63167793 . 8 3 7 9 4 . 3 9 7 9 7 . 9 7 9 0 . 6 5 9 5 7 9 0 . 6 2 7 9 0 . 6 2 7 9 7 9 279 1 . 4 3 7 9 0 . 9 6 7 9 1 . 3 6 7 9 0 . 9 379 1 . 3 2 7 9 0 .99 7 9 1 .22 7 9 3 . 6 9 7 9 3 . 1 1 7 9 0 .2379 1 . 0 0 7 90 .5 4 790 . 7 1 7 91 .1 7793 . 0 3 792 . 5 3 7 9 2 . 7 6 7 9 3 . 73 7 92 .39 7 9 0 . 9 3 7 9 0 . 8 3 7 9 2 . 2 4 7 9 2 .07 7 9 791. 1 491 790 .3 779 1 . 1 1 7 9 2 . 1 0 7 9 2 EE EEEEEE EEEE EEEEE EEEE EE PPTPTPTPTPTP8"812"21121212"21121212"8"886"6610"101010"101101010"101015"151512"12128"888"888"8812"121215"1151515"151510"101010"101010"0"18"888805' 28"E8"88"E"E8080N00° 03'5353330505100.118 0 5 8 0 5 N00°05' 33"E 302.7733N00°05N00° 05' 33"E 302.77'N . 9 9 9 6 .5 9 6 .55N77 S89° 41' 5S8941 5.1579915118 0 8 0799.79798.003 0797.7557R 797.50977.9292868688797.50797 500MM8.20±M2±0800. 6800. 600.00M.E.EE.6 .8 0 1 8 07988.79898 00± M.E.M.E96.07777'7'794.00±M.E.7793.20± M.E.M.500798.55506 0798.5985500798.5079850797.507.0000797.0796.500499 8 705980 2 8 . 5 55796.81FFE6726 9 79 5 . 9 7 7 9 5 . 4 0 795 .1 6 7 9 5 . 2 2 7 9 5 .63 5 .6795 . 1 5 5 . 1 27 95 .4 2 7 9 5 . 1 7 794.15FFE794.16FFE794.10FFE793 . 6 4 7 93 793 7 9 3 . 6 2 G G793. 5 2 793.46FFE7 9 3 . 35 7 9 2 . 63 7 9 2 .85 7 9 2 . 8 7 7 9 2 . 86 79 2 . 0 3 7 9 2 . 0 5 792 . 0 6 7 9 2 .04 7 7792.15FFE7 9795. 9 45 796.85TCF7 9 6 . 5 6 7 9 6 7 9 6 .48 7 9 6 . 5 0 7 9 6 .0337 9 7 9 7 7 9 5 . 5 479 6 . 0 6795 . 3 3 7 9 5 .93 7 9 4 .75795 . 0 5 7 96 .73 7 9 6 . 1 2 7 9 6 . 7 7 7 7 7 7 7 9 6 . 9 6 . 8 9 6 8 5 7 96 .9179 6 . 7 3 7 96 .6 5 7 9 6 . 6 4 6 4 7 9 6 .18 6 .1 7 9 5 . 8879 6 . 3 7 795. 6 3 7 9 6 . 3 0 7 9 6 . 3 4 7 9 5 . 7 6 796. 6 9 7 9 6 . 6 2 7 9 6 . 66 7 9 6 . 3 4 7 9 5 . 7 9 795 . 6 3 7 95 .5879 5 . 5 3 3 4 7 9 4 .13452794 .2 3 7 9 4 . 3 1 7 9 4 . 6 6 7 9 4 .27794. 5 3 3797 9 4 . 46 7 9 5 . 4 779 5 . 0 17 7 94 .6 1795 . 1 4 795 .0 5 7 9 4 . 5 8 7 94 .74 795 . 2 0 7 9 4 . 9 0 4 . 9 7 9 5 .57 7 95 .1 2 7 9 4 . 9 0 7 9 5 . 4 1 7 9 5 . 4 0 7 9 4 .87 7 94 .9 1 7 9 5 . 3 9 79 5 . 0 6 7 9 5 .54 7 9 5 . 3 3 7 9 5 . 7 4 7 9 3 . 2 6 790 .3 6 7 8 9 .85 7 9 3 . 0 3 7 93 .4 2 7 9 3 . 3 4 9 3 .80 9 3 .79 9 3 79 7 9 3 .79 7 9 7 9 2 . 4 9 7 9 4 . 2 1 7 9 4 . 6 6 7 9 3 . 37 9 3 37 77 9 3 . 3 2 EE EETPTPTPTPTP6"337 79 SEE SHEET C5.1SEE SHEET C5.4SEE SHEET C5.3 1" =030 3030'15KEY MAPN.T.S.AREA 2 78 3 . 6 782 . 8 7 83 .4 7 8 2 . 0 77 9 . 6 7 7 6 . 2 7 8 0 .2 7 8 2 . 9 7 82 .8 7 8 2 .2 7 8 2 . 7 7 7 9 . 9 777 7 7 8 7 8 7 7 5 . 4 7 7 4 . 677 3 . 8 774 . 8 7 7 5 . 4 779 . 2 7 8 0 . 8 7 8 3 . 1 782 . 8 7 8 2 . 4 7 8 1 . 3 7 7 8 1 . 0 7 8 1 . 7781. 5780 . 4 7 8 0 .6 781 .2 7 8 3 . 5 7 8 5 . 3 7 8 5 . 1 7 8 3 .4 7 8 2 . 5 7 8 4 . 0785 . 3 7 8 7 . 5 786 . 5 9 7 8 7 . 9 7 8 7 . 7 7 8 8 . 7 7 86 .5 7 8 6 . 1 784 . 9 1 7 8 5 . 7 7 8 4 . 8 783 . 7 7 8 5 . 0 7 8 2 . 0 7 8 1 .6 2 . 2 79 2 . 5 793 .6 7 9 4 . 4 7 9 6 .002 . 2 8 01 .4800 . 5 797. 4 7 9 9 .2801. 6 8 0 2 . 4 8 0 2 . 9803 . 2 7 9 9 .5 8 0 0 .1 801 . 4 8 0 1 . 0 8 0 1 . 780 1 . 5 8 0 2 . 6 8 0 2 .3 8 0 3 . 5 8 0 3 . 5 8 0 4 . 0 803 . 8 802. 3 803 . 1 8 0 2 . 2 7 9 9 . 5 7 9 9 .7 8 0 1 .0 8 0 3 . 6 8 0 4 . 4 8 0 5 . 0 8 0 5 . 3 8 0 6 .3805. 080 5 . 1 8 0 5 . 9 807 .0 8 0 6 . 7 807 . 1 8 0 8 . 0 8 0 7 . 9 8 1 1 . 4 8 08 .0807 . 0 8 0 6 . 6 8 0 6 . 5 8 0 7 . 4808. 880 9 . 1 8 09 .7 8 0 8 . 8 8 0 6 . 5 8 0 9 . 3 806. 9 8 0 5 .9 8 05 .2 806 . 2 8 0 4 . 8 803 . 0 7 9 9 . 3 798 .2 8 0 1 .2 8 0 2 . 2 8 0 5 . 0 8 0 3 . 7 8 0 4 . 1 80 9 . 7 8 1 0 . 0 8 1 0 . 1 8 10 .9 8 1 1 . 1 8 1 0 . 6 8 1 0 .6810 . 1 8 1 1 . 9 8 0 3 . 0 807 . 2 8 0 2 . 4 8 0 5 . 6 8 03 .0 8 0 5 .780 4 . 1 8 0 6 . 3 8 0 7 .3 8 0 3 . 8 8 0 3 . 7 8 0 7 . 2 8 10 .8 8 10 .2810. 1810 . 4 8 0 8 . 5 8 0 7 .2807 . 6 8 06 .5806. 0 1 1 . 5 8 1 1 . 0 810 . 9 8 1 1 . 1 8 1 1 . 5 8 1 1 . 2 8 0 8 . 9 8 0 8 .4 8 0 9 . 4 810 .3 8 1 0 . 1 8 0 9 . 3 8 0 7 . 5 80 7 . 181 0 . 1 8 0 9 . 4 8 0 7 . 0 8 0 6 . 6 806 . 8 8 0 6 .2 06 .3808 . 2 8 11 .4811. 4 8 1 2 . 4 8 1 3 . 0 8 1 1 . 5 8 0 7 . 1 8 07 .2 8 0 7 . 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9 . 6 8 0 0 . 6 8 0 0 . 5 8 0 0 . 3 8 0 0 . 0 7 9 8 . 9 7 9 7 . 8 7 9 7 . 0 79 6 . 1 795 . 4 7 9 4 . 7 793 . 8 793. 0 7 9 2 . 5 7 9 1 . 7 7 9 1 . 0 7 9 0 . 3 7 89 .7 7 8 9 . 979 0 . 0 7 9 0 .2 7 9 0 . 4 7 9 0 .5 7 9 0 . 8 791 . 1 7 9 1 . 1 7 9 6 . 4 7 96 .2 7 9 6 . 0 7 9 6 .179 5 . 4 7 9 5 . 0 7 9 4 . 7 7 9 4 . 6 7 9 4 . 5 7 9 4 . 0 7 9 3 .4 7 9 2 . 8 792 . 0 79 1 . 4 7 9 0 . 7 7 9 0 . 1 7 8 9 . 8 7 8 9 . 6 7 8 9 .4 7 8 9 . 9 7 90 .479 1 . 0 7 9 1 . 779 2 . 4 7 9 3 .1 7 9 3 . 9 7 9 4 . 4 795 .0 7 9 5 . 6 7 9 6 . 2 7 9 6 .9 7 9 7 .7 7 9 8 .4 7 9 8 . 7 7 9 8 . 8 7 9 8 .5 7 9 7 . 4 7 9 7 . 1 7 9 7 . 7 7 9 8 . 1 7 97 .9 7 9 7 . 6 7 9 7 . 2 7 9 6 .3 7 9 5 . 6 7 9 4 . 8 79 4 . 3 7 9 3 . 8 7 9 3 . 4 7 92 .8 792 .0 7 9 1 . 4 7 9 0 . 8 7 9 0 . 3 7 8 9 .7 789 . 3 7 8 8 . 8 7 88 .4 7 8 8 .0 7 88 .978 9 . 5 7 9 0 . 0 7 9 0 . 6 7 9 1 . 3 7 9 1 .8 7 9 2 . 7 7 9 3 . 3794. 0 794 . 779 5 . 5 7 9 6 .2 7 9 6 .9 7 9 7 . 3 7 9 7 . 7 7 9 7 .6 7 9 7 .5 7 9 7 .0 7 96 .3 7 9 5 . 5 7 9 4 . 8 7 9 4 .6 7 9 4 . 8 7 9 5 . 6 796. 3 796 . 5 7 9 6 . 4 796. 2 7 9 5 . 7 7 95 .0794. 2 7 9 3 . 3 7 9 2 . 5 79 1 . 8 7 9 1 . 1 790 . 5 7 9 0 . 0 7 8 9 .2 7 8 8 . 4 7 8 7 . 6 78 6 . 9 78 5 . 8 7 8 5 . 3 784 . 978 5 . 6 7 8 6 . 5 7 8 7 .2 7 8 7 . 9 7 8 8 .5 7 8 9 . 2790. 1791 . 0 7 9 1 . 8 7 9 2 .8793. 5 7 9 4 . 0 7 9 4 . 4 7 9 4 . 8 7 9 5 . 3 7 9 5 . 0 7 94 .7 7 94 .2 7 9 3 . 6 792 . 8 7 9 2 . 7 7 9 2 . 5 7 9 2 . 5 7 9 3 .0 7 9 3 . 4 7 9 3 . 6 7 9 3 . 0 7 9 2 . 5 7 9 2 . 1 7 9 1 . 6 7 9 1 . 3 791 . 1 7 9 0 . 5 7 9 0 . 1 789 . 4 7 8 8 . 7 787 . 8 7 8 7 . 0 7 8 6 .3 7 8 5 . 3 784. 6 7 8 3 .9783. 3 790 . 7 7 91 .2 7 9 1 . 7 7 9 2 . 4 7 9 2 . 8 7 9 2 .6 7 9 2 . 479 1 . 8 7 9 1 . 1 797 9 2 . 7 793. 3 7 9 3 . 7 7 9 4 . 2 794 . 9 795. 6 7 9 6 . 3 796 . 8 7 9 7 . 1 797 . 2 7 9 7 . 5 79 7 . 5 7 9 7 . 3 7 9 7 .3 797 .4798 . 0 798 . 3 7 9 8 . 6 7 9 9 . 0 7 9 9 . 4 7 9 9 . 8 8 0 0 . 2 8 00 .380 0 . 480 0 . 8 8 0 7 . 3 807 . 1 8 0 7 . 1 8 0 6 .680 5 . 9 8 05 .3 8 0 4 . 9 8 0 3 . 0 8 0 1 .6 8 0 0 . 9 8 0 0 . 4 7 9 9 . 2 79 8 . 3 7 9 7 . 5 796. 6 7 9 5 . 8 7 9 4 . 8 7 9 3 . 9 7 9 3 . 3 7 9 2 . 4 7 9 1 . 8 7 9 1 . 2 7 9 0 . 7 7 9 0 . 1 789 . 8 7 8 9 . 7 7 8 9 .9 7 8 9 . 8 7 8 9 . 5 789 . 3 7 8 9 . 0 7 8 9 . 4 7 8 9 .979 0 . 6 7 9 1 . 379 2 . 1 7 9 2 . 8 7 9 3 . 2 7 9 3 . 8 7 9 4 .4795. 1 7 95 .9 7 9 6 . 879 7 . 3 797 . 879 7 . 8 797. 4 796. 8 7 9 6 . 1 7 96 .7 7 9 7 . 2 797 . 2 796 . 9 79 6 . 5 7 9 5 . 8 7 9 4 . 8 7 9 3 . 8 7 9 3 .1 7 9 2 . 4 7 9 1 . 6 7 9 1 . 1 7 9 0 .5789 . 8 7 8 9 . 1 788. 1 787 .6 7 8 6 .9 7 8 7 . 5 7 8 8 . 1 7 8 9 .0789. 5 7 9 0 . 3 7 9 1 .079 1 . 9793 . 0 7 9 3 . 879 4 . 8 7 9 5 . 3 795 . 9 7 9 6 .279 6 . 4 7 9 6 .2 7 9 5 . 4 7 9 4 . 6 7 9 3 . 8 793. 2 7 9 3 . 5 7 9 4 . 0 794. 2 7 9 4 . 2 7 93 .8 7 9 3 . 4 7 9 3 . 1 792 . 7 7 9 2 . 1 7 91 .3 7 9 0 .5 7 89 .8 7 8 9 . 1 788. 1 787. 3 786. 6 7 8 5 . 8 7 8 4 . 9 7 8 4 .1 7 8 4 . 5 7 8 5 .3 7 9 0 .1 7 9 0 . 2 7 9 0 . 4 7 9 0 .5 790 .4 7 9 0 . 3 7 9 0 . 4 790. 4 7 9 0 . 7 790 . 6 7 9 0 . 7 7 9 0 . 5 7 9 0 . 4 790 . 3 7 9 0 .3 7 9 0 .3790 . 5 790 . 5 7 9 0 . 6 7 9 0 . 5 7 9 0 . 5 790 . 5790 . 8 791 .1791 . 3 7 9 1 . 4791. 4 7 9 5 . 3 7 9 4 . 9 79 4 . 9 7 9 4 .6 793 . 9 79 3 . 4 7 93 .479 3 . 2 7 9 3 . 2 7 9 3 .3 7 93 .2 793 . 0 7 9 3 .1 793 . 8 7 9 4 .3 7 94 .9 7 9 5 . 7 7 96 .0 7 9 6 . 3 7 9 6 . 8 7 9 7 . 1797. 6 7 9 7 . 879 8 . 5 7 9 8 . 8 7 9 9 .1 7 9 9 . 1 7 9 9 . 1 789. 7 6 7 8 9 . 7 790 . 1 7 9 0 . 0 7 8 9 . 5 7 8 9 . 4 7 8 9 .7789. 7 7 8 9 . 4 7 90 .06789. 6 7 8 9 .1788. 7789. 2 789 . 4 788 . 8 788. 7 789 .4 7 8 9 . 4 7 89 .1 4 7 8 8 .6 7 8 9 . 3 7 8 8 . 5789 . 2 7 8 9 . 1 7 8 8 .8 7 8 9 . 1 7 8 8 . 9 7 8 5 .8 7 8 5 .0 7 8 5 .38 785 .6 785 . 7 8 7 8 5 . 6 5 78 5 . 3 7 7 8 5 . 4 6 7 8 5 . 8 785 . 9 785 . 2 7 8 5 . 1 6 785.99TCF787 .0 9787.48TCF7 8 7 .4478 6 . 7 7 8 6 . 7 4 787 . 4 4788.18TCF7 8 7 . 2 7 8 7 . 6 7 8 7 . 1 7 8 6 . 8 7 8 7 .2 7 8 7 . 2 6 7 8 7 . 3 6 7 8 6 .8 7 8 8 . 0 3 7 8 6 . 1 787. 1 787.56FFE787 .5 787 . 4 2 7 8 7 . 6 7 8 7 . 4 7 8 5 . 7 7 8 6 .878 5 784. 8 78 5785.33FFE7 8 5 7 8 547 8 5 .57784 . 4 7 8 4 7 8 5 .37 8 5 .9 7 8 5 . 2 785. 0 7 8 5 . 8 4 785 . 978 6 . 6 7 7 8 6 . 9 5 787 . 0 78 6 . 6 785 . 7 7 8 5 .47 786 .1 3 7 8 6 .39 7 8 5 . 3 784 . 7 7 8 6 . 2 6 7 8 6 . 1 87 8 4 . 4 7 8 4 . 3 7 8 3 . 26 783. 4 778 3 . 4 6787.43FFE7 8 7 . 3 2 7 8 7 . 2 1 7 8 7 . 3 787 . 5 4 7 8 6 . 6785 . 9 7 8 7 .8 7 8 6 . 7 7 8 5 .578 7 . 1787 . 2 7 8 6 . 8 787 .9 7 8 8 . 3787. 9 7 87 .4 7 8 8 . 1 6 7 88 .07 7 8 7 . 8 6 7 8 7 . 3 9 7 87 .6078 8 . 2 789 . 0 7 88 .1 7 8 7 . 5 7 8 8 .3 788 . 5 787 . 7 7 8 8 . 6 7 8 8 .8 7 8 8 . 8 788 . 4 7 8 9 . 1 788 . 9 7 8 8 .53 7 8 8 . 9 7 8 8 .45 7 8 7 . 8 6787 . 4 878 8 . 3 786 . 7786. 6 5 7 8 6 . 5 5 7 8 6 . 7 0786. 8 3 786 . 0 0785. 5 9 7 8 5 . 9 0 7 8 5 . 6 4 7 8 6 . 0 7 7 8 5 . 7 0 7 8 4 . 5 6 7 84 .8 6 7 8 4 . 4 5 78 6 . 2 6 7 8 6 . 2 1 7 84 .8 8 7 8 4 . 9 2 7 8 4 .557 8 4 . 4 2 7 8 3 . 7 1 7 8 4 . 0 9 783 . 6 4 7 8 3 . 7 1783. 4 0 7 8 3 . 8 7 7 8 4 . 4 0 7 8 4 . 4278 3 . 9 S61° 53' 16"E132.39'90.12'4"6"24"20"12" x 330"6"4" x 412" x 10L24ABLDG 4AL24ABLDG 6BL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11A12G12G8GHWL = 791.00NWL = 786.00797.85797.85797.60FF 799.45FF 799.00FF 797.72FF 797 72FF 797.25FF 797.50FF 799.00FF 799.00797.25797.4597.25797.70798.40798.40798.20798.05797.90798.20F/G 798.95F/G 798.95798.90798.45798.90798.45798.45796.00796.00796.15796.15796.00797.40796.90797.70798.15797.45797.15796.60796.30796.30796.48796.60797.05796.90796.90796.90797.30797.45797.05796.90797.35797.15797.75797.60797.55797.40797.55796.40797.60797.90797.90797.70797.72797.72797.60797.90797.90797.40797.40797.60797.90797.25797.50796.30796.75797.50797.55797.65797.65798.50797.90797.90797.72797.90797.40797.90797.90798.50797.90798.50797.60798.80798.50798.30798.50798.30798.50798.30798.30797.90798.05797.90798.00798.00798.20798 50798.70797.60797.10796.50796.75796.50796.75797.30797.60797.80797.35797.10797.10797.10797.10796.00797.15797.15796.82796.40796.45796.45796.45796.00796.15796.75797.10796.75796.50796.50796.58796.50796.35797.30797.45797.00797.15797.00797.25797.45797.60797.20797.30796.75797.73796.40796.20795.75794.75794.75783.50± M.E.R 796.30796.40796.50R 797.00R 797.00R 795.40R 796.05R 796.05R 796.05R 796.05R 796.05R 796.30R 796.25796.50R 796.00R 796.00R 796.60R 796.70R 797.03R 797.25R 797.25R 796.80R 796.80R 797.25R 797.25R 797.25R 797.25R 796.70R 797.80R 797.60R 797.60R 798.00R 797.30R 798.00790 790 795 790 795 790 795 790790790793793792792793792791791791796.20796.50797.00796.80796.50790 790789788787 786789788787786NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.1 Grdl20776.dwg3/25/2021GRADING PLAN - AREA 3 AUTHENTIX - MCHENRY 78 3 . 6 3 . 6 782 . 8 7 83 .4 7 8 2 . 0 77 9 . 677 9 7 7 6 . 2 . 2 7 8 0 .2 0 .2 7 8 2 . 9 9 7 82 .8 7 8 2 .2 7 8 2 . 7 8 2 7 7 9 . 9 9 7777 7 8 7 7 7 5 . 4 7 7 4 . 677 3 . 877 3 774 . 84874. 8 7 7 5 . 4 7 5 . 4 779 . 279 2 77 7 8 0 . 8087 8 3 . 1 782 . 8 7 8 2 . 4 7 8 2 4 7 8 7 8 1 . 3 7 8 1 7 8 7 7 8 1 . 0 7 8 1 . 7781. 5780 . 4 7 8 0 .6 781 .281 2 7 8 3 . 5 8 3 . 5 7 8 5 . 3 7 8 7 8 5 . 1 7 8 5 7 8 3 .447 8 2 . 5 7 8 4 . 0785 . 3 5 . 3 7 8 7 . 5 786 . 5 9786 7 8 7 . 9 7 8 7 . 7 7 8 7 8 8 . 7 8 . 7 7 86 .557 8 6 . 184. 9 1 9 1 7 8 5 . 7 7 8 4 . 8 783 . 783. 7 7 8 5 . 0 7 8 2 . 0 7 8 1 .6 8 1 6 782 .6 7 8 3 . 0 7 8 3 . 8 7 8 4 .5 7 8 5 . 0 7785. 7 7 8 6 .0 7 8 6 . 5 7 8 7 . 5 7 8 8 . 6 7 8 8 . 5 8 8 . 7 7 8 9 .078 9 . 2 2 7 8 9 . 2 7 8 9 . 3 7 8 9 .3789. 478 9 . 3 7 8 9 . 3 7 8 9 .8 7 8 9 . 9 7 8 9 .979 0 . 292 . 7 9 2 0 149 0 9 7 9 0 . 5 777 9 0 .5 7 9 0 . 6 7 9 1 . 0 7 9 1 . 5 7 9 2 . 0 77 7 9 1 .9791. 3 7 9 1 . 0 790 . 6 790 . 0 7 8 9 . 7 7 8 9 . 7 790 . 479 0 . 8791. 3 9 7 9 1 . 7 7 9 1 . 0 7 9 0 . 3 7 89 .7 7 8 9 . 979 0 . 0 7 9 0 .2 0 .2 7 9 0 . 4 7 9 0 .5 7 9 0 . 8 791 . 1 79 7 9 1 . 1 9 1 79 1 . 4 7 9 0 . 7 7 9 0 . 1 . 1 8 9 . 8 7 8 9 . 6 7 8 9 .4 7 8 9 . 9 7 90 .479 1 . 0 7 9 0 . 3 7 8 9 .7 789 . 3 7 8 8 . 8 7 88 .48.4 7 8 8 .0 7 88 .978 9 . 5 7 8 8 . 4 7 8 7 . 6 78 6 . 9 78 5 . 8 7 8 5 . 353 784 . 978 5 . 6 7 8 6 . 5 7 8 5 . 3 3 784. 6 7 8 3 .9783. 3 . 8 7 9 1 . 2 7 9 0 . 7 7 9 0 . 1 0 . 1 789 . 8 7 8 9 . 7 7 8 9 .9 7 8 9 . 8 7 8 9 . 5 789 . 3 7 8 9 . 0 7 8 9 . 4 7 8 9 .9 7 8 9 . 1 7 8 788. 1788 787 .6 7 8 6 .9 7 8 7 . 5 7 8 5 . 8 7 8 4 . 9 7 8 4 .1 7 8 4 7 8 4 . 5 5 .334 790 . 3 3 7 9 0 .3 7 9 0 .3790 . 5 790 . 5 7 9 0 . 6 7 9 0 . 5 7 9 0 . 5 790 . 5790 . 8 791 .1 79791 . 3 7 9 1 7 9 1 . 4791. 4 789. 7 6 7 8 9 797 0. 1 7 9 0 . 0 7 8 9 . 5 7 8 9 . 4 7 8 9 7 8 9 .7789. 7 7 8 9 . 4 7 8 7 90 .06789. 6 7 8 9 .11788. 7789. 2 789 . 4 9 . 4 788 . 8 8 788. 787789 .4897 8 9 . 4 7 89 .1 4 7 8 8 .6 8 7 8 9 . 3 7 8 8 . 5 8 8 . 5789 . 27 7 8 9 . 1 7 7 8 8 .8 7 8 9 . 1 7 8 8 . 9 7 8 5 .8 7 8 5 .0 7 8 5 .0 7 8 5 .38 785 .6 785 . 7 8 7 8 5 . 6 5 7 8 78 5 . 3 7 7 8 5 . 4 6 7 8 5 . 8 785 . 9 785 . 2 7 8 5 . 1 6 785.99TCF787 .0 9709787.4878TCFTC7 8 7 .4478 6 . 7 7 8 6 . 7 4 787 . 4 4 4 4788.18TCF7 8 7 . 2 7 8 7 . 6 7 8 7 . 1 7 8 6 . 868 7 8 7 .2 7 8 7 . 2 6 7 8 7 . 3 6 7 8 6 .8 7 8 8 . 0 3 7 8 6 . 1 787. 1787 787.56FFE787 .55778787 . 4 27 7 8 7 . 6 8 7 7 8 7 . 4 7 8 5 . 7 7 8 6 .878 5 784. 8 7855 785.33FFE7 8 5 7 8 5 4 7 8 5 .57784 . 4 7 8 4 7 8 5 .3 7 8 5 7 8 5 .9 7 8 5 . 2 785. 0785. 0 7 8 5 . 8 4 785 . 978 6 . 6 7 7 7 8 6 . 9 5 787 . 0 78 6 . 6 . 6 785 . 7 7 7 8 5 .47 786 .1 386 1 3 7 8 6 .39 7 8 5 . 3 7 8 5 784 . 7 7 8 6 . 2 6 7 8 6 . 18 7 8 6 .6187 8 6 7 8 4 . 4 4 7 7 8 4 . 3 7 8 3 . 26 8 3 . 2 783. 4 734778 3 . 4 6346787.43FFE7 8 7 . 3 2 7 8 7 . 2 1 7 8 7 . 3 787 . 5 4 7 8 6 . 6 7 8785 . 9 7 8 7 .8 8 7 7 8 6 . 7 7 7 8 5 .5 7 8 78 7 . 1787 . 2 7 8 6 . 8 7 8 6 787 .9 .9 7 8 8 . 3 7 8 8787. 9 7 87 .4 7 8 8 . 1 6 7 8 7 88 .07 7 8 7 . 8 6 7 8 7 . 3 9 7 87 .6078 8 . 2 789 . 0 7 88 .1 7 8 7 . 5 8 7 7 8 8 .3 788 . 5 78 787 . 777 8 8 . 6 7 8 8 .8 7 8 7 8 8 . 8 788 . 4 . 4 7 8 9 . 1 8 9 788 . 9 7 8 8 .53537 8 8 . 9 7 8 8 .45 8 .4 7 8 7 . 8 6787 . 4 878 8 . 3 786 . 7786. 6 5 7 8 6 . 5 5 7 8 6 . 7 0670786. 8 3 786 . 0 0785. 5 9 7 8 5 . 9 0 7 8 5 . 6 4 5 . 6 7 8 6 . 0 7 0 7 7 8 5 . 7 0 7 8 4 . 5 6 7 7 84 .8 6 7 8 4 . 4 5 7 78 6 . 2 6 7 8 6 . 2 1 7 84 .8 8 7 8 4 . 9 2 7 8 4 .55 7 8 4 . 4 2 7 8 3 . 7 1 7 8 4 . 0 9 783 . 6 4 7 8 3 . 7 1783. 4 0 7 8 3 . 8 7 7 8 4 . 4 0 4 . 4 7 8 4 . 42 4278 3 . 978 3 . 9 8 3 8 3 7 8 7 8 S61° 53' 16"E6"E"E7878 8132.39'7 8 3 8 3132.39'7 8 3132.39227 90.12'0 12. 7 . 7 77 7907904444411111144 6"624"20"20222212" x 3" x 30""6"64" x 44"12" x 100x 1008G797.907907798.0579.97.901799 8.00798.20796.5000 796.75797.355797.1077977979797.101796.00796.7579796.50.50.96679796.58796.3555797.30797.457797.00007979797.15500000797.0797.2590 590 5797.457797.60797.207799791797979 797.30796.75797.73783.50±M.E..57 8 2 . 5 7 8 2 . 50±096.000R 796R 796.000R 796.60R 796.70R 797.03790790 790790 795795 790790 795795 790790 795795 790790793793792792791791796.20796.50500797.00796.80796.506.6.7 8 9 7 8 9 790790 790790 8 0 0 . 5 8 0 0 . 1 7 9 9 . 3 3 559 4 5 9 3 .5 7 9 2 .7 793 . 6 7 9 4 .6 7 9 5 . 679 6 . 8 7 9 7 . 979 9 . 0 8 00 .1 8 8 0 1 . 3 . 3 8 0 2 . 4 802 . 0 801. 180 8 0 0 . 2 8 0 0 799 . 399 7 9 8 . 2 9 8 7 9 7 . 1 7 9 5 . 8 79 4 . 6 793 .7 7 92 .8 791 . 9792 . 6793 . 4 7 9 4 . 579 5 . 679 6 . 6 797 . 5 7 9 8 . 7968 0 0 . 6 8 0 0 . 5 8 0 0 . 3 0 0 3 8 0 0 . 0 7 9 8 . 9 7 9 7 . 8 7 9 7 . 0 79 6 . 179 6 795 . 4 7 9 4 . 7 793 . 8 793. 0 7 9 2 . 5 7 9 7 9 6 . 4 7 96 .2 7 9 7 9 6 . 0 7 9 6 .179 5 . 4 7 9 5 . 0 7 9 4 . 7 7 9 4 . 6 7 9 4 . 5 7 9 4 . 0 7 9 3 .4 7 9 2 . 8 792 . 0 7 9 1 . 779 2 . 4 7 9 3 .1 9 3 7 9 3 . 9 7 9 4 . 4 795 .0 7 9 5 . 6 7 9 6 . 2 6 . 2 7 9 6 .9 7 9 6 .3 7 9 5 . 6 7 9 4 . 8 79 4 . 3 7 9 3 . 8 7 9 3 . 4 7 92 .8 792 .0 7 9 1 . 4 7 9 0 . 8 7 9 0 . 0 7 9 0 . 6 7 9 1 . 3 7 9 1 .8 7 9 2 . 7 7 9 3 . 3794. 0 794 . 779 5 . 5 7 9 6 .2 7 9 5 . 7 7 95 .0794. 24 7 9 3 . 3 7 9 2 . 5 79 1 . 8 7 9 1 . 1 9 1 790 . 5 7 9 0 . 0 7 8 9 .2927 8 7 .2 7 .2 7 8 7 . 9 7 8 8 .5 7 8 9 . 2 2790. 179791 . 0 7 9 1 . 8 7 9 2 .8793. 5 7 9 4 . 0 7 9 1 . 3 791 . 179 7 9 0 . 5 7 9 0 . 1 7 9 789 . 4 7 8 8 . 7 787 . 8 7 8 7 . 0 7 8 6 .337 9 7 . 3 7 9 7 .3 797 .4798 . 0 798 . 3 7 9 8 . 6 7 9 9 . 0 7 9 9 . 4 7 9 9 . 8 8 0 0 . 2 0 0 080 0 . 4 0 0 . 8 0 . 4 7 9 9 . 2 7 9 9 79 8 . 3 3 7 9 7 . 5 796. 6 7 9 5 . 8 7 9 4 . 8 7 9 3 . 9 7 9 3 . 333 7 9 2 . 4 7 9 1 . 8 79 0 . 6 7 9 1 . 379 2 . 179 7 9 2 . 8 7 9 3 . 2327 9 3 . 8 7 9 4 .4795. 1797 95 .9 7 9 6 . 8 9 6 . 5 7 9 5 . 8 7 9 4 . 8 7 9 3 . 8 7 9 3 .1 7 7 9 2 . 4 7 9 1 . 6 7 9 1 . 1 7 9 0 .5789 . 8 7 8 8 . 1 7 8 8 7 8 9 .0789. 5 7 9 0 . 3 7 9 1 .079 1 . 9793 . 0 7 9 3 . 879 4 . 8 7 9 5 . 3 9 3 . 1 9 3 792 . 7 7 9 2 . 1 7 9 2 7 91 .3 7 9 0 .5 7 89 .8 7 8 9 . 1 788. 1788 787. 3 786. 6 7 8 5 7 9 0 .117 9 0 . 2 7 9 0 . 4 7 9 0 .5 790 .4 7 9 0 . 3 7 9 0 . 4 790. 4 7 9 0 . 7 790 . 6 7 9 0 . 7 7 7 9 0 . 5 7 9 0 . 4 7 9 5 . 3 3 7 9 4 . 9 79 4 . 9 7 9 4 .6 793 . 9 79 3 . 4 7 93 .479 3 . 2 9 3 7 9 3 . 232 7 9 3 .3 3 .3 7 93 .22793 . 0 7 9 3 .1 7 9 7 9 3 .1 9 3 .1 9 3 9 3 793 . 8 7 9 4 .3 7 94 .9 7 9 5 . 7 7 96 .0 7 9 6 . 3 7 9 6 . 8 7 9 7 . 1 7 9 797. 6 7 9 7 . 879 8 . 5 7 9 8 . 8 7 9 9 .1 7 77 9 9 . 1 77 7 9 9 . 1 7 9 9 7BL24BL29 1 . 3 9 1 . 3BLDG 12A 1L24ABLDG 8BLL24BBLDG11AA12G12G1FF 797.72F 727779 9 . 679 9 . 6 22FF 797 72277.257.FF 797.507.FF 799.0007FF 799.000796.480796.90796.9079969696797.30797.4545447 9 7 9797.057777797.35.35797.727777797.727277 9 7 9 797.25797.50796.306 .9 6 .9796.75797.507. 3 3 97 597 597797.557.798 . 3798 . 3 555797.657797.65798.5080505797.90797.907979797.72797.9097797.407797.90797.90505798.50505797.90.9505798.50505797.60798.80798.500798.3008798.5075798.3079303798.509 4 .6 9 4 60798.30798.30798.0079798 5075798.7000797.60779777797.107.17796.506.796.75797.307977797.609323222797.80797.10797.10797.1579796.82796.45796.007911796.756.7.7 9 1 7 9 1 797.100796.50R 796.30793 . 8 793 .00796.407 9 4 .3 7 9 4 .36.44006796.507905R 796.05R626 626 R 796.0579R 796.30044 R 796.255796.50R 797.259R 796.809R 796.80R 797.25R 797.25R 796.70R 798.0098R 797.3079R 798.0096 .2 96 .278978978878878778778678679 7 9. 8 54 2 . 2 79 2 . 5 793 .6 7 9 4 . 4 7 9 6 .0 702 . 2 8 01 .4800 . 500 5 797. 4 7 9 9 .2 7 9801. 601. 6 8 0 2 . 4 8 0 2 . 9 8 0 2 . 903 . 2 7 9 9 .5 9 .5 8 0 0 .1 8 0 801 . 4 . 4 8 0 1 . 0 0 1 7 780 1 . 5 1 . 5 8 0 2 . 6 2 . 6 8 0 2 .3 8 0 3 . 5 8 0 3 . 5 8 0 4 . 0 803 . 8 802. 3 803 . 1 8 0 2 . 2 8 0 7 9 9 .7 8 0 1 .0 8 0 3 . 6 8 0 3 8 0 4 . 4 . 4 8 0 5 . 0 8 0 5 . 3 0 5 8 0 6 .3 8 0 6805. 080580 5 . 1 8 0 5 . 9 807 .0 8 0 6 . 7 807 . 1 807 . 1 8 0 8 . 0 8 0 7 . 9 0 7 . 9 8 1 1 . 4 8 1 4 1 . 4 1 1 8 8 08 .080807 . 0807 . 0807 . 0 7 8 0 6 . 6668 0 6 . 5 8 0 8 0 7 . 4 4808. 88. 880 9 . 1 8 09 .7 8 0 8 0 8 . 8 8 0 8 . 8 8 0 6 . 5 8 0 9 . 3 0 9 8 806. 9 9 8 0 5 .9 8 05 .25806 . 2 80 8 0 4 . 8 803 . 08 7 9 9 . 3 798 .228 0 1 .2 8 8 0 2 . 2 8 0 5 . 0 8 0 8 0 3 . 7 8 0 4 . 1 8 80 9 . 7 . 7 8 1 0 . 0008 1 0 . 1 8 8 10 .9 .9 8 1 1 . 1 8 1 0 . 6 8 1 0 .6 8 1 810 . 181010 . 1 8 0 3 . 0 8 807 . 207 2 80 8 0 2 . 4 8 0 5 . 6 8 0 5 6 0 5 . 6 8 03 .0 8 03 8 0 5 8 0 80 4 . 1 8 0 6 . 3 3 8 0 6 8 0 7 0 7 0 7 .330 7 0 7 0 7 .3 8 8 0 3 . 8 . 8 8 0 3 . 7 8 0 3 8 0 7 . 2 8 0 7 . 2 8 8 10 .8 8 10 .2 8 10810. 18810 . 410 8 0 8 . 5 8 0 7 .2807 . 6 8 06 .5806. 0 8 1 1 . 0 810 . 98 8 1 1 . 1 8 1 8 1 1 . 5 . 5 8 1 1 8 1 1 . 2 8 8 0 8 . 9 8 0 0 8 . 9 8 0 8 .4 8 0 9 . 4 . 4 4 810 .310881 38 1 0 0 8 0 9 . 3 8 0 7 . 5 80 7 . 181 0 . 181 0 1 8 0 9 . 4 8 0 9 8 8 0 7 . 0 8 0 6 . 6 806 . 8 8 0 6 .2628 0 6 0 6 .26.36.33808 . 208 8 11 .4811. 4 8 1 2 . 4 4 8 1 3 . 0 8 1 1 . 5 0 7 . 1 8 07 .2 8 0 7 . 2 8 0 6 . 9 806 .2 805 .8 8 0 5 . 1 0 5 . 1 68 04 .1 8 04 8 0 3 . 2 . 2 8 0 2 .2 8 0 801. 180 8 0 8 7 9 7 9 8 . 7 7 9 8 . 7 799. 199 7 9 9 . 1 7 9 9 . 1 7 9 8 .7 7 9 8 . 2 7 9 7 . 2 7 96 .6796 . 079 7 9 5 . 2 794 . 7 7 9 4 4 .0 7 9 4 7 93 .4 7 9 3 .0 7 9 2 .8 792 . 5 792 . 3 792 .1 7 9 1 . 5 8 07 .7 8 0 3 . 480 4 . 2 0 4 8 0 4 . 6 8 0 4 . 8 0 4 .6 803 . 9 8 0 2 . 7 80 7 9 7 .7 7 9 8 .4 7 9 8 . 7 7 9 8 . 8 7 9 8 .5 7 9 7 . 4 7 9 7 . 1 7 9 7 . 7 7 9 8 . 1 9 8 1 7 97 .9 7 9 7 . 6 9 7 . 2 2 7 9 6 .9 7 9 7 . 3 7 9 7 . 7 7 9 7 .6 7 9 7 .5 7 9 7 .0 7 9 7 96 .3 7 9 5 . 5 7 9 4 . 8 7 9 4 .6 7 9 4 . 8 8 7 9 5 . 6 796. 3 796 . 5 7 9 6 . 4 796. 262 7 7 9 4 . 4 7 9 4 . 8 7 9 5 . 3 7 9 5 . 0 7 94 .7 7 94 .2 7 9 3 . 6 792 . 8 8 7 9 2 . 7 7 7 9 2 25. 5 7 9 2 . 5 7 9 3 .0 7 9 3 .0 7 9 3 . 4 7 9 3 . 6 7 9 3 . 0 7 9 2 . 5 5 7 9 2 . 1 9 2 1 7 9 2 7 9 7 9 1 . 6 790 . 7 7 91 .2 7 9 1 . 7 7 9 2 . 4 7 9 2 . 8 7 9 2 .6 7 9 2 . 479 1 . 8 7 9 1 . 1 797 9 2 . 72626 793. 3 33 7 9 3 . 7 7 9 4 . 2 794 . 9 795. 6 7 9 6 . 3 796 . 8 7 9 7 . 1 9 7 1 797 . 2 7 9 7 . 5 79 8 0 7 . 3 8 807 . 1 8 0 7 . 1 6680 5 . 9 8 05 .3 8 0 4 . 9 8 0 3 . 0 8 0 1 .6 8 0 0 . 9 8 0 0 79 7 . 3 797 . 879 7 . 8 797. 4 796. 8 7 9 6 . 1 7 96 .7 9 7 . 2 797 . 279 796 . 9 79 6 795 . 9 7 9 6 .279 6 . 4 7 9 6 .2 7 9 5 . 4 7 9 4 . 6 7 9 3 . 8 8 793. 2 7 9 3 . 5 7 9 4 . 0 7 9 4 . 0 794. 2 7 9 4 . 242 7 93 .8 7 9 3 . 4 7 9 3 9 3L24AL2992448 0 6 .6 8 0 6 .6BLDG4ABBLBL8 0 6 0 6 L24A228 0 4 .6 8 0 4 .6BLDG 6B0 4 . 7 0 4 . 7 8 0 4 8 0 4 L24A4AL2L27 9 7 . 2 7 9 7 . 2 . 2BLDG 7GHWL = 791.00L = 7NWL = 786.00600797.85797.8585858.857797.60FF 799.45F 799.FF 799.00FF7FF 79779 7 . 5 9 7 . 5797.25797.4577797.25797.70797.708 1 0 . 6 8 1 0 . 6 8 1 0 8 1 0798.40400798.4008.4008 1 0 . 1 8 1 0 . 1 00 . 1 8 0 9 . 8 0 9 .798.20798.058 0 6 6 8 0 6 6 88 797.90798.202798.20722G 7998.9598F/.95G9595F/G 798.955G98.908 0 6 . 7 8 0 6 . 77998 909798.45794798.909798.457984798.4584796.00796.00000000000000000000000000796.15796796.15796.00797.40797.404480807978 0 8 0 796.907.700797079977798.1555797.45797.1597.1796.60796796.3096.7796.307796.6079600797.05796.906.97796.906.9097.157979797797.7575797.60001 401 41414 797.5555797.40797.557796.40797.600797.90797.90797.7097797.6079797.9022 797.90797.409797.4079797.6079797.9098 0 1 . 7 8 0 1 . 7 0 1 7 0 1 7 09797.157 9 8 . 7 7 9 8 . 7779 796.4079777 9 7 7 9 7 77 796.45796.45796.15796.4079796.20795.75794.75794.75R 797.00R 797.00R R 795.40R 795.40R 796.05R 796.0505R 796.0R 797.255RR 797.25766 R 797.2597RR8080R 797.807.807 . 607 6 R 797.607R 79.688 R 797.60R..7779079079079079379379279279333793337927927917917917917897897887887877877867868 0 8 7 9 80 7 9 0 0 9 6 9 3 9 37 70750RSEE SHEET C5.2SEE SHEET C5.1SEE SHEET C5.51" =030 3030'15KEY MAPN.T.S.AREA 3 8 1 2 . 5 8 1 3.1 8 1 3 . 2812 . 8812. 7 8 1 3 . 1 8 13 .2 8 1 3 . 3 7 96 .3 7 9 8 . 2 803 . 3 8 0 1 . 879 6 . 2 80 6 . 7 8 0 4 .9 8 06 .4 8 0 7 . 3 8 0 8 . 2 8 0 7 .2 8 0 1 . 0 8 0 7 . 5 8 0 6 .6 807 . 2 8 0 5 . 9 806 .2806 . 2 8 0 5 .2 8 0 2 . 379 9 . 0 796 . 4 796 .379 9 . 2 8 02 .6 8 0 4 . 2 8 1 0 . 4 8 08 .5807 . 2 8 0 7 . 6 80 6 . 5 8 0 6 . 0 8 0 6 . 1 8 0 6 . 4 8 0 5 . 8 806 . 3 806 . 3 8 0 6 . 3 80 7. 5 8 0 5 .9 8 0 7 . 8 8 0 6 . 5 8 0 5 . 8 80 6 . 3 8 09 .6 8 07 .4810 . 2 8 0 6 . 1 8 0 7 . 0 809 . 6 8 1 1 . 4 811 .6 8 1 0 . 9 8 1 1 . 3 8 1 0 . 9 8 1 1 . 1 8 1 1 . 5 8 11 .2 808 . 9808. 4 8 0 9 . 4 8 1 0 . 3 8 1 0 . 1 8 09 .3 8 0 7 .5 8 0 7 . 1 8 1 0 . 1 8 0 9 . 4 8 0 7 . 0 806 .6 8 0 6 . 8 8 0 807 . 0 807 . 1 807 . 2 807 . 2 806 . 3 8 0 6 . 2 8 0 8 . 9 8 1 0 . 2 8 0 9 . 1 807 . 5 8 0 6 .0 8 0 7 . 0 8 0 6 . 9 8 0 6 .8 8 1 0 . 8 8 0 5 . 0 805 .3 8 0 5 . 3 8 0 5 . 8805 . 3 8 05 .7 8 06 .2 8 0 5 .2807. 080 6 . 2 8 0 5 . 9 805 . 3 8 0 7 . 7 7 9 5 . 6 7 7 95 .76 7 9 6 . 2 1 7 796. 8 5 7 9 6 . 4 9 795 .9 2 795 . 9 0 79 5 . 8 9 7 9 6 . 8 1796. 1 8 7 96 .12 G796 . 8 2 7 96 .24796 . 7 4 7 9 6 .72 7 9 6 . 77 796 . 3 1 7 9 6 .26 7 9 6 . 3 7 7 79 4. 7 1 7 9 4 7 9 4 . 93 795 .4 2 795 .1 5795 . 2 4 PPM MONITOR7 9 5 .77795 . 7 9 7 9 5 . 2 7 7 95 .5 8 7 9 5 .15 7 9 5 . 4 2 7 9 4 . 9 4 79 5 . 0 4 7 9 4 . 9 8 7 9 5 . 2 8794 . 8 2 7 94 .50 7 9 4 .49 7 9 5 . 9 0 7 9 5 . 86 7 9 5 . 84 7 9 5 . 7 6 7 9 5 . 6 2 795 .0 5 7 9 5 . 1 7795 . 5 7 795 . 8 796 . 0 0 796.81FFE796 .7 279 6 . 1 6795 . 6 9795. 1 8 7 94 .7 6 79 5 . 6 9 79 5 . 9 7 7 9 5 . 4 0 795 .1 6 7 9 5 . 2 2 7 9 5 .63795 . 1 5 7 9 4 .92 7 95 .4 2 7 9 5 . 1 7 7 9 5 .22 7 9 4 . 7 2 7 9 4 . 90 7 9 5 . 1 2 7 9 5 . 0 9 7 95 .5 1 795 . 9 1 7 9 5 . 9 2 7 95 .6 3 7 94 .87 7 9 5 .34R 7 9 4 . 4 1 7 9 4 . 4 1794. 8 5 7 9 5 .07 7 9 4 . 6 2 795. 4 1 7 95 .11 7 9 5 .86 795 . 4 2 7 9 5 . 2 8 7 9 5 . 7 0 7 9 4 . 9 1 7 9 4 . 8 3 7 9 5 . 1 9 7 9 5 . 1 5 7 9 4 . 69 7 9 6 . 6 81 0 . 0 8 0 9 . 2 80 6 . 6 8 0 2 .5 7 9 8 . 7 7 9 5 . 9 7 9 5 . 4 7 9 6 . 4 7 9 9 . 9 803 . 3 8 0 6 . 7 8 0 7 . 7 8 0 9 . 7 810 . 5 8 1 0 . 6 80 9 . 5808 . 7 806. 2 8 0 2 . 4 7 9 9 .1 7 9 6 . 6 7 9 5 .9 7 9 6 . 2 7 9 6 . 7 7 9 7 . 7800 . 1 8 0 2 . 4 8 0 5 . 6809. 0 8 09 .9 8 1 0 . 3811. 0 8 0 9 . 9 808. 3 8 0 4 . 5 8 0 1 . 2 7 98 .1 7 96 .4 7 9 6 . 3 796 .0796. 1 7 9 7 . 6 799 . 9 8 0 1 . 9804. 6 8 0 7 . 180 8 . 7 8 0 9 . 6807. 2 8 0 6 . 7 8 0 6 .0 803 . 6 800 . 4 797 .3 7 9 5 . 5 795 . 3 7 9 4 . 5 797 .1 799 . 7 8 02 .2 8 04 .1 8 0 4 . 2 804 . 5 0 2 . 3 8 0 2 . 0 802 . 0 7 9 9 . 8 79 5 . 7 7 9 3 .1 8 0 2 . 9 8 0 5 .5 8 08 .1 8 0 8 . 2 8 0 7 . 7 8 0 6 . 0 8 0 5 . 5 8 0 5 . 8 8 0 5 . 8 805 . 5 8 0 6 . 0 80 6 . 3 8 0 6 . 807 . 4 8 0 7 . 2 8 0 7 . 1 80 7 . 2 8 0 7 . 2 8 0 6 . 9 8 1 0 . 9 8 1 1 . 6 8 1 1 . 9 811 . 7 8 1 2 . 0 8 1 2 .3812. 4 8 1 2 .7 8 1 2 .8 8 1 2 . 7 8 1 2 . 6812 . 5 8 1 2 .4 8 1 2 .4 8 1 2 . 5 812 . 7 812 . 8812. 6 8 1 2 . 3 8 1 1 . 8 8 1 1 . 1 8 1 0 . 280 8 . 8807 . 3 8 0 6 . 2 8 0 5 .280 4 . 2 8 0 3 . 1 8 0 2 . 2 803 . 0 8 0 3 . 8 804. 8 8 05 .8 8 0 6 . 8 808 . 0 8 0 9 . 3 8 1 0 . 9 8 1 1 .8 8 1 2 . 4 8 1 3 .0 8 13 .1813 . 0 8 1 2 . 9 8 1 2 . 6 8 12 .5 8 1 2 . 3 812 . 3 8 1 2 . 2 812 . 2 812 . 1 8 1 1 .9 8 1 1 . 8 8 1 1 .5811. 3 8 1 1 .3 8 11 .3 8 1 1 . 2 8 1 0 .980 9 . 1 8 09 .2 8 0 9 . 380 9 . 6 809 . 9 8 10 .4 8 1 0 . 7811. 2 811 .6 8 1 1 . 8 8 1 2 . 1 8 1 2 . 2 8 1 2 . 5 8 1 2 . 6 8 1 2 .8 813 . 0 8 1 3 . 3 8 1 3 . 4 8 13 .3 8 1 2 . 981 2 . 0 8 1 0 . 7 8 0 9 . 3 8 0 8 . 1807 . 0 8 0 5 . 8 8 0 4 . 9 8 0 4 . 0 803 . 4 804 . 5 8 0 5 . 8 8 0 6 .9 808 . 1 8 0 9 . 3 8 1 0 .6 8 1 1 . 9 8 1 2 . 6 8 1 3 . 1 81 3 . 1 8 1 2 . 9 81 2 . 5 81 2 . 3 8 12 .1 8 1 1 .6 8 1 1 . 4 8 11 .2 8 11 .2 8 1 1 . 1 8 1 0 . 9 8 1 0 .5810. 0 8 0 9 . 5 8 0 8 .9 8 0 8 . 4 807 . 9 8 0 7 . 4 8 06 .8 8 06 .6807 . 3 807 . 8 8 0 8 .5809 . 0 8 0 9 . 6 8 1 0 . 2 8 1 0 . 6810 . 881 1 . 0 8 1 1 .4811 . 6 8 1 1 .9 8 1 2 . 0 8 1 2 .2 8 1 2 .5 8 1 2 . 6 8 12 .6 8 1 3 . 0 8 1 2 . 9812 . 3 8 1 0 .8 809 . 6 8 0 8 . 2 8 0 6 . 880 5 . 5 804 . 5 8 0 3 . 2 8 0 3 . 8 8 0 5 . 2 8 0 6 . 3 807 . 7 809 . 4 81 1 . 0 812 . 3 8 1 3 . 1 8 1 3 . 6 813 . 4 8 1 3 . 1 8 1 2 . 9 8 1 2 . 8 8 1 2 . 6 8 1 2 . 5 81 2 . 4 812 . 2 8 1 1 . 9 8 1 1 .6 8 1 1 . 5 8 1 1 .3 8 1 1 . 1 8 1 0 . 9 8 1 0 . 5 8 1 0 . 1 8 0 9 .6 8 0 9 . 2 8 0 8 . 6 80 7 . 8 8 1 0 . 6 8 1 0 . 9 8 10 .9 8 1 0 . 9810 . 9 8 1 0 . 7 8 1 0 . 8811. 081 1 . 1 811 .281 1 . 4 8 1 1 . 6 8 1 1 . 6 8 1 1 . 7 8 1 1 . 9 812 .2 812 . 3 8 1 2 . 4 8 1 2 . 5 8 1 2 . 6 81 2 . 5 812 . 0811. 4 8 1 0 . 4 8 0 8 . 9 8 07 .5 8 0 6 . 1 8 0 4 . 8 8 0 3 .5 8 0 2 .7803. 8 8 0 4 . 9 8 0 6 . 0 8 0 7 .4 8 08 .6809. 6 8 1 0 . 4 8 10 .9811. 0 8 1 1 . 1 8 1 1 . 0 8 1 0 . 8 8 1 0 . 7 8 1 0 . 4 8 1 0 . 2 810 . 0 8 0 9 .7 8 0 9 .6809. 7 809. 6 80 9 . 6 80 9 . 8 8 1 0 . 0 8 1 0 . 2 8 1 0 . 2 8 10 .2 8 1 0 . 4 810 . 5 8 0 9 . 480 9 . 580 9 . 4 809 . 7 8 0 9 . 4 8 0 9 . 0 8 08 .8 8 07 .9 8 0 7 . 1 8 0 6 . 8 8 07 .0 8 0 7 . 4 80 7 . 7 8 0 8 . 1 8 0 8 . 2 8 8 0 6 .1 8 0 6 .9 8 0 7 . 3 8 0 7 . 9 8 0 8 . 9 8 0 9 . 7 809 . 2 8 0 6 . 2 8 0 7 . 1 8 0 7 . 9 8 0 8 . 7 8 0 9 . 6 8 1 0 . 2 8 10 .4 810 . 4 810 .3810 . 7 8 1 0 . 7 8 1 1 . 2 8 1 1 . 3 811 . 7 8 1 2 . 2 8 12 .4 8 1 2 .7 8 12 .881 2 . 6 8 1 2 . 1 8 1 1 . 8 8 11 .7811 . 4 8 1 1 . 8 8 1 2 . 2 812 . 0 811 . 8 8 1 1 . 6 811 . 1 8 1 0 . 9 8 1 0 . 6 8 1 0 .4 8 1 0 . 2 81 0 . 0 8 0 9 . 8 809 . 6 809 . 5 808 . 3 8 0 7 . 7 8 0 7 . 2 806 . 3 8 0 6 . 1 806 . 0 8 0 6 . 080 6 . 4 8 0 3 .479 8 . 2 81 0 . 7 8 1 0 . 8 810 . 9 8 11 .1 8 1 1 . 2 811 .4 8 1 1 . 7 8 1 1 . 7 8 11 .8811 . 9 8 1 2 .1 8 1 1 . 8 8 1 1 . 3 8 10 .7 8 0 9 .5 8 0 8 . 0 8 0 6 . 4 8 0 5 . 1 8 0 3 .8 8 0 2 . 2 8 0 3 . 5 804 . 7 8 0 5 . 2 80 6 . 4 8 0 7 .6 8 0 8 . 6 8 0 9 . 5 8 1 0 . 2 81 0 . 7 8 1 0 .881 0 . 7 8 1 0 . 5 810 .481 0 . 4 8 1 0 . 4 8 1 0 . 1 8 0 8 . 7 80 8 . 2 80 8 . 1 8 0 7 .8807. 5 807. 4 8 0 7 .0 8 0 7 . 0 8 0 6 . 9 8 0 7 . 3 8 0 7 . 1 807 . 1 806. 6806 . 4806. 6 807 .1 8 0 7 .6 8 0 8 . 380 8 . 8 809 . 5 809 . 9 8 1 0 . 7 8 1 1 . 3 8 1 2 . 0812. 181 2 . 0 8 1 2 .2 8 1 2 .4 8 1 2 . 5 8 1 2 . 5 812. 6 8 12 .581 2 . 4 8 12 .6812. 5 8 1 2 . 7 8 1 2 . 7 8 12 .9 8 1 3 . 4 8 1 3 . 4 8 1 3 . 0 8 1 2 . 0 8 1 1 . 1 8 0 9 . 6808 . 0 8 0 7 .0806 . 0 8 0 5 . 4 8 04 .7 8 04 .1 8 0 3 . 7 8 03 .6 8 0 3 . 4 8 03 .418 02 .7 803 .7 804 . 7 8 0 5 .8 8 0 6 . 8 8 0 8 . 0 8 09 .0 8 1 0 . 2 8 1 1 .381 2 . 2 8 1 2 . 9 8 1 3 .081 3 . 1 812. 6 8 1 2 . 4 8 1 2 . 4 81 2 . 5 8 1 2 . 5 81 2 . 6 8 1 2 . 1 8 11 .9 8 1 1 .581 1 . 3 8 1 0 .6 8 10 .280 9 . 86813. 0 3 8 1 3 .3 8 1 2 . 4 8 1 2 . 4 795. 9 4 796.85TCF7 9 6 . 5 6 7 9 6 .48 7 9 6 . 5 0 7 9 6 .03 7 9 5 . 5 479 6 . 0 6795 . 3 3 7 9 5 .93 7 9 4 .75795 . 0 5 7 96 .73 7 9 6 . 1 2 7 9 6 . 7 7 7 9 6 . 8 5 7 96 .9179 6 . 7 3 7 96 .6 5 7 9 6 . 6 4 7 9 6 .18 7 9 5 . 8879 6 . 3 7 795 . 6 3 7 9 6 . 3 0 7 9 6 . 3 4 7 9 5 . 7 6 796. 6 9 7 9 7 95 .5 879 5 . 5 3794. 3 4 794 .5 0 7 9 4 . 4 3794 . 5 579 4 . 1 2 7 9 4 . 47 7 9 5 .08 7 9 5 . 1 1 7 9 5 . 77 7 9 5 .65795 . 9 4 7 9 6 . 0 4 795 .7 979 5 . 8 9795. 8 779 5 . 5 8 7 9 3 . 4 4 7 9 3 . 9 1 7 9 3 .70793 . 6 2 7 9 3 . 2 179 3 . 6 6 7 9 3 . 7 8 7 9 3 .76 7 9 4 . 1 5 7 9 3 .5679 3 . 9 7 794 . 3 4 7 9 3 . 8 9 7 9 4 .13 794 . 5 2 794 . 2 3 7 9 4 . 3 1 7 9 4 . 6 6 7 9 4 .27794. 5 3 7 9 4 . 46 7 9 5 . 4 779 5 . 0 1 7 9 4 .61795 . 1 4 795 .0 5 7 9 4 . 5 8 7 94 .74 795 . 2 0 7 9 4 . 9 0 7 9 5 .57 7 95 .1 2 7 9 4 . 9 0 7 9 5 . 4 1 7 9 5 . 4 0 7 9 4 .87 7 94 .9 1 7 9 5 . 3 9 7 9 5 . 3 3 7 9 5 . 7 4 7 93 .4 2 7 9 3 . 3 4 9 3 .80 7 9 3 .79 7 9 2 . 4 9 7 9 4 . 2 1 7 9 4 . 6 6 7 9 3 . 37 7 9 3 . 3 2 7 92 .4 6 7 9 2 .53 7 9 2 . 9 679 3 . 0 0 7 92 .8 9 7 9 2 . 3 7792. 3 3 7 9 2 . 9 0 7 9 3 . 0 3793 . 2 4 79 2 . 4 4 7 9 2 . 2 0 7 9 2.03 7 9 1 . 6 3 9 2 . 1 1 1.98792 . 1 3 8 10 .7 8 1 1 . 2 8 1 1 .6812. 2 8 1 2 . 1812. 2 8 1 2 . 4 795 . 7 8 797 .1 7 9 7 .1 7 9 4 . 9 7 9 4 . 2 4 7 9 4 . 37 7 9 4 .78 7 9 5 .91 7 9 5 . 4 2 7 9 5 . 8 7 7 9 6 . 2 8 7 9 6 . 03 7 95 .9 0 795 . 7 1 7 9 5 .64 7 9 5 . 4 8 795 .0 5 7 9 5 .28 7 9 5 . 1 5 795 . 0 2 7 9 4 . 90 7 9 4 . 5 8 7 9 4 . 5 7 79 5 . 2 6 7 9 4 . 6679 5 . 0 4 80 5 . 7 806 . 5 808.96BLD HT796.88TCF79 5 . 1 4 7 9 5 .658"6"6"6"8"12"12"N89° 46' 51"E 528.84'N00° 05' 28"E100.33'10"6""L24BBLDG 1AL24ABLDG 3BL24ABLDG 4AMAIL KIOSKTRASH ENCLOSUREGROUNDS BUILDING799.75793.20± M.E.794.76± M.E.799.05801.00801.90801.90801.90801.90801.90801.10801.30801.65801.30802.00800.80800.50802.80802.80802.80802.80803.00803.00802.00802.00800.00800.00800.15799.55800.00799.75799.35800.85800.85800.85800.00799.30798.90799.15799.90799.05799.15799.15FF 803.00FF 800.00FF 801.35FF 799.4798.25798.40798.20798.05798.95797.70797.85798.90798.00798.20798.95798.90798.70798.45800.83800.80801.28801.28801.28801.25801.25801.25800.25798.20798.35798.00797.75798.40797.80798.00798.45798.40798.75800.25800.00800.25799.65799.10799.65800.800.798.30798798F/G 798.95F/G 798.R 797.80R 797.60798.20R 797.80R 797.45R 798.90R 794.60R 794.69± M.E.R 794.87± M.E.R 799.50R 799.50R 801.50R 801.50R 800.90R 800.90R 794.70R 800.90R 799.508108108108058058058138128128118098088078068068078088098068078118098088078068078803802798.50798.50NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.1 Grdl20776.dwg3/25/2021GRADING PLAN - AREA 4 AUTHENTIX - MCHENRY 8 1 3 . 3 8 0 6 .6 807 . 207.2 8 0 5 . 906.2 8 1 0 . 4 1 0 8 08 .5807 . 2 8 0 7 . 6 80 6 . 5 8 0 6 . 0 8 0 6 . 1 0 6 . 4 8 0 5 . 8 806 . 3 806 8 0 6 807 . 5 888 0 5 .9 88 0 7 . 8 8 0 7 8 0 6 . 5 8 0 5 . 8 80 6 . 36380 6 638 09 .6968 07 .4 8 07810 . 20281010 2 8 0 6 . 1 8 0 7 . 0 809 . 6 809 8 1 1 . 4 8 1 1 . 4 1 1 811 .6 811 8 1 0 . 9 8 1 1 . 3 8 1 0 . 9 8 8 1 1 . 1 8 1 8 1 1 . 5 8 1 1 8 11 .2 8 808 . 9 8008. 9808. 4 8 0 9 . 4 . 4 4 8 1 0 . 3 1 0 88 1 3 8 1 0 0 8 09 .3 8 0 7 .5 8 0 7 8 0 7 8 0 7 . 1 8 1 0 . 1 8 1 0 1 8 0 9 . 8 0 9 . 4 0 9 4 8 0 9 0 9 0 9 8 8 0 7 . 0 806 .6 8 0 6 . 8 8 0 807 . 0 807 . 1 807 . 280807 . 2 80 806 . 3 8 0 6 . 2 8 0 8 . 9 8 1 0 . 2 8 0 9 . 1 7 . 0 8 1 0 . 8 8 1 0 8 0 5 . 0 805 .3 8 0 5 . 3 8 0 5 . 8 0 5 . 8805 . 3 8 05 .7 5 . 9 807 . 4 8 0 7 . 2 8 0 7 . 1 80 7 . 2 8 0 7 . 2 8 0 6 . 9 8 1 0 . 9 8 1 1 . 6 8 1 1 . 9 811 . 7 8 1 2 . 0 8 8 1 2 .3812. 4 8 1 2 .7 8 1 2 .8 8 1 2 . 7 812 . 2 812 . 121 8 1 1 .9 8 1 1 . 8 8 1 1 .5811. 3 8 1 1 .3 8 11 .3 8 1 1 . 2 8 1 0 .980 9 . 1 0 9 . 1 8 09 .2 8 0 9 . 380 9 . 6 809 . 9 8 10 .4 8 1 0 . 7811. 2 811 .6 8 1 0 . 9 8 1 0 .5810. 0 8 0 9 . 5 8 0 8 .9 8 0 8 . 4 807 . 9 8 0 7 . 4 8 06 .8 8 06 .6807 . 3 3 807 . 8 8 0 8 .5809 . 0809 8 0 9 . 6 8 1 0 . 2 8 1 0 . 6810 . 8 8 1 1 . 5 8 1 1 .3 8 1 1 . 1 8 1 0 . 9 8 1 0 . 5 8 1 0 . 1 . 1 8 0 9 .6 8 0 9 . 2 8 0 8 . 6 80 7 . 8 8 1 0 . 6 8 1 0 . 9 8 10 .9 8 1 0 . 9810 . 9 8 1 0 . 7 8 1 0 . 8811. 081181 1 . 1 811 .229. 7 809. 6 80 9 . 6 80 9 . 8 8 1 0 . 000 8 1 0 . 2 8 1 0 . 2 8 10 .2 88 1 0 . 4 810 . 5 8 0 9 . 480 9 . 580 9 . 4 809 . 7 8 0 9 . 4 8 0 9 . 0 8 0 9 . 0 8 08 .8 8 07 .9 8 0 7 . 1 1 8 0 6 . 8 8 07 .0 8 07 .0 8 0 7 . 4 80 7 . 7 8 0 8 . 1 8 0 8 . 1 8 0 8 . 2 8 8 0 6 .1 8 0 8 0 6 .9 8 0 7 . 3 8 0 8 0 7 . 9 88 0 8 . 9 8 0 9 . 7 809 . 2 8 0 6 . 2 8 0 7 . 1 8 0 7 . 1 8 0 7 . 9 8 0 8 . 7 8 0 9 . 6 8 1 0 . 2 8 10 .4 810 . 4 810 .3810 . 7 8 1 0 . 7 2 11. 1 8 1 0 . 9 8 1 0 . 6 8 1 0 .4 8 1 0 . 2 81 0 . 08 8 0 9 . 8 809 . 6 809 . 5 808 . 3 8 0 7 . 7 8 0 7 . 2 806 . 3 8 0 6 . 1 806 . 0 806 8 0 6 . 080 8 . 180 8 . 8 0 7 .8807. 5 807. 4 8 0 7 .0 8 0 7 .0 8 0 7 . 0 8 0 6 . 9 8 0 7 . 3 8 8 0 7 . 1 807 . 1 66806 . 4806. 6 807 .1718 0 7 .6 8 0 8 . 380 8 . 8 809 . 5 809 . 9 8 1 0 . 7 8 1 1 . 3 8 1 2 . 0812. 18122 . 0 8 10 .280 9 . 8 3 8 1 3 .3331 2 . 4 8 1 2 . 4 8 10 .7 8 1 1 . 2 1 1 8 1 1 .6812. 2 88 1 2 . 1 888 1812. 2 8 1 2 . 4 L24BBLDG 1AL24AABLDG3BG3BBLDG3BBLDG3B33888 L24AL299 244806. 6806. 6BLDG 4ABBLBL8 0 6 0CLOSURESURETRASH ENCLGROUNDSGG BUILDINGGUBU8 0 8 0800.80800 80800.506799.757800.85800.85800.85800.00799.30799.15799.90FF 800.0008 0 6 . 9 6 . 9 8 0 6 .8 8 0 6 .8FF 801.35FF 799.4F 799.798.25798.4008.4008 1 0 . 1 8 1 0 . 1 00 . 1 8 09 . 8 09 .798.20798.05806 6 806 6 88798.957895798.9888 09 .6 8 09 .69668 09 09 8 0 8 07 7799979779797.7097.7097797.855798.900 ............99090909.99090798.00798.0798.200798.95798.95.88 0 7 8 0 7 0 7 7798.90798.70798.45798.4800.83800 83800 8080800.80.8800 80801.28801.28801 28801.28801 28801 2555801.25801 25801.25801 25801.25801.25800.25798.202798.20722798.35..........3535353.33535798.0000000000000000000000000797.75798.40797.80798.00798.45798.40798.757800.25800.008800.25799.65799.107799.65800.800.800798.30798798F/G 798.95F/G 798./GR 7997.8080R 797.60R 797798.20209898R 797.807.80 7 . 6 0 7 . 6R 797.45RR 798.908.909.50809809808808807807806806807807888 1 2 . 5 8 13 .1 13 1 8 1 3 . 232812 . 8812. 7 8 1 3 . 1 88 1 8 1 8 13 .232337 96 .3 7 9 7 9 8 . 2 8 . 2 803 . 3803 . 3 8 0 1 . 8 879 6 . 262 80 6 . 7 8 0 4 .9 8 06 .4 8 0 7 . 3 0 7 . 3 8 0 8 . 2 0 8 . 2 8 0 7 .2 8 0 1 . 0 0 1 8 0 7 . 5 806806 . 2 8 0 5 .2 8 8 0 2 . 3 279 9 . 0 9 9 796 . 496 796 .3679 9 . 2 9 . 279 8 02 .6 8 0 8 0 4 . 2 807 . 5 8 0 6 .008 0 7 0 8 06 .2 8 0 5 .2807. 080 6 . 2 8 0 5 9 805 . 3 8 0 7 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7 7 7 9 7 . 7 7800 . 1808 0 2 . 4 8 0 2 8 0 5 . 6 0 5 . 6809. 09088 09 .998 1 0 . 3 8 0 8 . 2 8 0 7 . 7 8 0 6 . 0 8 0 6 . 0 8 0 5 . 5 8 0 5 . 8 8 0 5 . 8 805 . 5 8 0 6 . 0 80 6 . 3 8 0 6 8 1 2 . 6812 . 5 8 1 2 .4 8 1 2 .4 8 1 2 . 5 812 . 7 812 . 8812. 6 8 1 2 . 3 . 8 8 1 3 .0308 13 .1813 . 0 8 1 2 . 9 8 1 2 . 6 8 12 .5 8 1 2 . 3 812 . 3 8 1 2 . 2 8 1 1 . 8 8 1 2 . 1 1 2 . 1 8 1 2 . 2 8 1 2 . 5 8 1 2 . 6 8 1 2 .8 813 . 0 8 1 3 . 3 8 1 3 . 4 8 13 .381 3 . 1 8 1 2 . 9 81 2 . 5 81 2 . 3 8 12 .1 .1 8 1 1 .6 8 1 1 . 4 8 11 .2 8 11 .2 8 1 1 . 1 1 . 1 81 1 . 0 8 1 1 .4811 . 6 8 1 1 .9 8 1 2 . 0 8 1 2 .2 8 1 2 .5 8 1 2 . 6 8 12 .6 3 . 4 8 1 3 . 1 8 1 3 8 1 2 . 9 8 1 2 . 8 8 1 2 . 6 8 1 2 . 5 81 2 . 4 812 . 2 8 1 1 . 9 8 1 1 .681 1 . 4 8 1 1 . 6 8 1 1 . 6 8 1 1 . 7 8 1 1 . 9 812 .222812 . 3 8 1 2 . 4 8 1 2 . 5 8 1 1 . 1 1 1 . 1 8 1 1 . 0 8 1 0 . 8 8 1 0 . 7 8 1 0 . 4 8 1 0 . 2 810 . 0 8 0 9 .7 8 0 9 .68098 1 1 . 2 8 1 1 . 3 811 . 7 8 1 2 . 2 8 12 .4 8 1 2 .7 8 12 .881 2 . 6 8 1 2 . 1 1 2 . 1 8 1 1 . 8 8 8 11 .7811 . 4 8 1 1 . 8 8 1 2 . 2 8 1 2 812 . 081 811 . 8 8 1 1 . 6 81 80 6 . 4 8 0 3 .448 0 379 8 . 279 8 81 0 . 7 8 1 0 . 8 810 . 9 8 11 .1 8 11 8 1 1 . 2 811 .4 8 1 1 . 7 8 1 1 . 7 8 11 .8811 . 9 8 1 0 .881 0 . 7 8 1 0 . 5 810 .4481 0 . 4 8 1 0 . 4 8 1 0 . 1 8 1 0 . 1 8 0 8 . 7 80 8 . 2 8881 2 8 1 2 .2 8 1 2 .4 8 1 2 . 5 8 1 2 . 5 812. 6 8 12 .581 2 . 4 8 12 .6812. 5 8 1 2 . 7 8 1 2 . 7 8 12 .981 3 . 181 812. 6 8 1 2 . 4 8 1 2 . 4 81 2 . 5 8 1 2 . 5 81 2 . 6 2 . 5 2 . 5 8 1 2 . 1 8 11 .9 8 1 1 .581 1 . 3 8 1 0 .6 813 . 0 795 . 7 8 797 .177 9 7 .1 7 .1 7 9 4 . 9 7 7 9 4 . 2 4 4 . 2 7 9 4 7 7 9 4 . 37 7 9 4 .78 7 9 5 .91 7 9 5 . 4 2 7 9 5 . 8 7 7 9 5 . 8 7 7 9 6 . 2 8 7 9 6 . 03 7 9 7 9 6 . 03 7 95 .9 0 7 95 .9 0 77 795 . 7 1 7 9 5 .64 7 9 5 . 4 8 795 .0 5 7 9 5 .28287 9 5 . 1 5 7 795 . 0 2 0 2797 9 4 . 90 7 9 4 . 5 8 7 9 4 . 5 7 79 5 . 2 6 7 9 4 . 6679 5 . 0 4 80 5 . 7 7 806 . 5 808.96BLD HT796.88TCF79 5 . 1 4 7 9 5 .655658"8"8"8"12"21121212"211212N00° 05' 28"E8"88"E"E8080100.33'05 305 3118 0 5 8 0 5MAIL KIOSKL KIOSK802.8081 081 0 802.80802 80802.80802.80803.00803.00802.0088802.008800.00800.00000000000000000000000000000000000000000000800.15799.5575800.0080000799.358 0 9 .6 8 0 9 .6798.90799.0555799.178 0 8 0 8 0 8 0 55 .157990R 794.60R 7944.60R 794.69± M.E.6E7 9 5 . 1 5 7 9 5 . 1 54694696969 4443737 7 9 4 .78 7 9 4 .78R 794.87± M.E.E87877 9 5 .34 7 9 5 .34R 799.50R 799.50R 801.505R 801.50.0R 799810810810810805805805805811811809809808808807807806806811811500798.5506500798.598506705992 1882 9796.81FFE796 .7 279 6 . 1 6795 . 6 9795. 7 94 .7 6 79 5 . 6 9 79 5 . 9 7 7 9 5 . 4 0 795 .1 6 7 9 5 . 2 2 7 9 5 .63 5 .6795 . 1 5 5 . 1 7 9 4 .92 7 95 .4 2 7 9 5 . 1 7 7 9 5 .22 7 9 4 . 7 2 7 9 4 . 90 7 9 5 . 1 2 7 7 9 5 . 0 9 7 95 .5 1 795 . 9 1 7 9 5 . 9 2 7 9 4 . 4 1794. 8 5 7 9 5 .07 9 5 .0 7 9 4 . 6 24627 795. 4 1 7 95 .11 7 9 5 .86 795 . 4 2 7 9 6 7 9 7811. 08 8 0 9 . 9 808. 3808 8 0 4 . 5 8 0 4 . 5 8 0 1 . 2 8 0 7 98 .1 7 9 7 96 .4647 9 6 . 3 7 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0 7 9 4 . 4 3794 . 5 579 4 . 1 2 7 9 4 . 47 7 9 5 .08877 9 5 . 1 1 7 9 5 . 77 7 9 5 .65 7 9 5 7 795 . 9 4795 . 9 477 9 6 . 0 4 7 9 6 . 44 7 795 .7 979 5 . 8 9795. 8 779 5 . 5 8 7 9 3 . 4 4 7 9 3 . 9 1 7 9 3 . 9 1 7 9 3 .7093 . 6 2 7 9 3 . 2 179 3 . 6 6 7 9 3 . 7 8 7 9 3 .76 7 9 4 . 1 5 7 9 3 .5679 3 . 9 7 794 . 3 4 7 7 9 3 . 8 9 7 9 4 .13 794 . 5 2 794 . 2 3 7 9 4 . 3 1 7 9 4 . 6 6 7 9 4 .27794. 5 3 3797 9 4 . 46 7 9 5 . 4 779 5 . 0 17 7 9 4 .61795 . 1 4 795 .0 5 7 9 4 . 5 8 7 94 .74 795 . 2 0 7 9 4 . 9 0 4 . 9 7 9 5 .57 7 95 .1 2 7 9 4 . 9 0 7 9 5 . 4 1 7 9 5 . 4 0 7 9 4 .87 7 94 .9 1 7 9 5 . 3 9 7 9 5 . 3 3 7 9 5 . 7 4 7 93 .4 2 7 9 3 . 3 4 9 3 .80 9 3 79 9 3 79 7 9 3 .79 7 9 7 9 2 . 4 9 7 9 4 . 2 1 7 9 4 . 6 6 7 9 3 . 37 9 3 37 77 9 3 . 3 2 7 92 .4 6 7 9 7 9 2 .53 7 9 2 . 9 6 7 9 2 . 9 679 3 . 0 0 7 92 .8 9 7 9 7 9 2 . 3 7792. 3 3 7 9 2 . 9 0 7 9 3 . 0 3793 . 2 4 79 2 . 4 4 7 9 2 . 2 0 92 .03 92 .0 7 9 1 . 6 3 6 3 7 9 2 . 1 1 .98792 . 1 3 6"66"66"6N89° 46' 51"E 528.84'N89 46 51"E52EE6110"0106""799.759793.20±M.E.793 .793 . 7 9 3 . 2 1 7 9 3 . 2 1 9 3 9 3 794.76±M.E.95 1 8518 66 7 9 7 9 7 9 4 . 7 2 7 9 4 . 7 2799.059801.001801.9088 0 9 . 6 8 0 9 . 6801.90801.900801.9080801.908008801.1008 .6 08 .6801.30801.656801.30300 . 4 0 . 4 802.00FF 803.008080R 800.90RR 800.90800.90RR8 0 7 8 0 7 R 794.70.70RR7940R 800.9RRR9090008108108058058138138128128128128068068078078088088098098068068078078038038028029 6 3 0SEE SHEET C5.2SEE SHEET C5.5 1" =030 3030'15KEY MAPN.T.S.AREA 4 8 0 1 .479 3 . 3 793 . 4 7 9 5 .2 7 9 7 . 2800 . 1 8 0 5 . 9 807 .0810 . 4 8 0 8 . 5 8 0 7 .2807 . 6 8 06 .5806. 0 81 0 . 9 8 1 1 . 1 8 1 1 . 5 8 1 1 . 2 8 0 8 . 9 8 0 8 .4 8 0 9 . 4 810 .3 8 1 0 . 1 8 0 9 . 3 8 0 7 . 5 80 7 . 181 0 . 1 8 0 9 . 4 8 0 7 . 0 8 0 6 . 6 806 . 8 8 0 7 . 1 8 07 .2 8 0 7 . 2 8 0 6 . 9 806 .2 805 .8 8 0 5 . 1 8 0 4 .6 8 04 .17 8 9 .8 7 8 9 . 9 7 8 9 .979 0 . 2790. 6 7 9 0 . 4 7 9 0 . 779 0 . 8 7 9 0 . 9 7 91 .0 7 9 1 . 1791 . 4791. 679 2 . 0792. 279 2 . 4 7 9 2 . 6792. 7 7 9 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7 .8 807 . 9 8 0 7 . 1 80 6 . 0 804 . 7 8 0 3 . 5 801 .9 8 0 0 . 6 799 . 4 7 9 8 . 1 796. 8 7 9 5 .579 4 . 5 7 9 3 .5792. 7 7 9 2 . 0 7 9 1 . 4 7 9 0 . 9 7 9 0 . 5 7 9 0 .5 7 9 0 . 6 7 9 1 . 0 7 9 1 . 5 7 9 2 . 0 7 9 2 .7 793 . 6 7 9 4 .6 7 9 5 . 679 6 . 8 7 9 7 . 979 9 . 0 8 00 .1 8 0 1 . 3 8 0 2 . 4 8 0 3 . 480 4 . 2 8 0 4 . 6 8 0 4 . 7 8 0 4 .6 7 9 0 . 8 791 .1 7 9 1 . 1791. 4 7 9 1 . 5 7 9 1 . 7 791 .8 7 9 2 . 0 792 . 2 792 .4792. 8 7 9 3 . 1 7 9 3 . 5 7 9 3 . 9 7 9 4 . 0 7 9 4 .3 7 9 4 . 3 7 9 4 . 2 7 9 4 .3 7 9 4 . 6 7 9 5 . 3 7 96 .4 7 9 7 . 0 7 9 7 .5797 . 6 7 9 7 .7 7 9 8 . 2 7 9 8 . 1 7 9 8 . 3 7 98 .6 7 98 .5 798 . 2 798. 0 797 . 9 7 9 7 .9 7 9 7 .6797. 4 7 97 .2 7 9 7 . 0 7 9 6 . 4 7 96 .2 7 9 6 . 0 7 9 6 .1 8 0 0 . 2 8 00 .380 0 . 4 8 0 0 . 8 8 0 1 . 2 8 0 1 . 1 8 0 1 . 2 8 0 1 . 3 8 0 1 . 3 8 0 1 .5 801 .3 8 0 0 .8 800 . 7800 . 5 8 00 .3 8 00 .4 8 0 0 . 2800 . 2 8 0 0 . 3 8 0 0 . 6 8 0 1 . 4 8 0 2 . 1 8 0 2 . 9 803 .5803 . 4 803 . 2 8 0 2 . 9 8 0 2 . 6 803 . 1 8 0 3 . 8 8 0 4 . 4 8 0 5 . 280 5 . 4 8 0 6 . 1 8 0 6 . 9807. 380 7 . 9808 . 9 8 0 9 . 7 8 0 9 .2 8 0 8 . 3 8 0 7 . 0 8 0 6 . 0 8 0 5 . 3 805. 6 806 . 2 807 . 0 808. 5 8 0 9 . 9 8 1 0 . 8 8 1 0 . 7 810 . 5 80 9 . 5 8 0 8 . 2 8 0 7 . 0 806 . 0 805 .2 8 04 .5 8 0 3 . 9 8 04 .5 8 05 .2 8 0 5 . 6 8 0 6 . 2 80 7 . 1 8 0 7 . 9 80 8 . 7 3 8 0 7 . 3 807 . 1 8 0 7 . 1 8 0 6 . 6 80 5 . 9 8 05 .3 8 0 4 . 9 791 . 3 7 9 1 . 4791. 4 791 . 7 7 92 .0 7 9 2 . 1 792 . 3792 . 6 7 9 2 .6793 . 0 7 9 3 . 2 7 9 3 .6 7 9 4 . 2 7 94 .4 7 9 4 . 7 794 .7 794 . 5 794 .4794 . 2 7 9 4 . 3 7 9 4 . 0794 . 679 5 . 5 7 9 6 . 3 796 . 8 79 7 . 0 796 .6796 . 7 79 6 . 8 7 9 7 .1 7 9 7 . 4 79 7 . 7 7 9 7 . 8 797 . 7 797. 2 7 9 6 . 7 7 9 6 . 5 7 9 6 .6 7 9 6 . 4 7 9 6 . 4 7 96 .0 7 9 5 . 7 7 9 5 . 3 7 9 4 . 9 79 4 . 9 7 9 4 .67 9 9 .1 7 9 9 . 1 7 9 9 . 1 7 9 9 . 5 7 9 9 . 8799 . 9 8 0 0 . 1 8 0 0 . 2 8 0 0 . 1 800 . 2 7 9 9 . 9 7 9 9 . 7 7 9 9 . 7 79 9 . 5799 . 2 7 9 8 . 9 7 98 .2797 . 4 7 9 6 . 9 796 . 3 7 9 6 . 9 7 9 7 .6 7 9 8 . 0 7 9 8 . 2 7 9 8 . 9 8 0 0 . 3 8 0 0 . 7 8 0 0 . 780 1 . 0 8 0 1 .4 8 0 1 . 5 8 0 2 . 2 8 0 2 . 2 8 0 3 . 2 8 0 3 .9 8 04 .9805 . 4 8 0 5 . 7 805 .280 4 . 7 8 03 .8803 . 6 803 . 7 8 0 3 . 3 8 0 3 . 9 8 0 4 . 4 8 0 5 .0 805 .9806 . 7 8 0 7 . 0 8 0 8 . 2 8 09 . 2810. 1809 . 8 8 0 8 . 5 8 06 .9 8 0 6 . 5 8 0 6 . 4 8 0 6 .4 8 0 6 .6 8 0 7 . 1 8 0 7 . 6 8 0 7 . 9 1 8 0 9 . 9 8 1 0 . 7 8 1 1 . 2 8 1 1 . 6 8 1 2 .2 812 . 1 378 0 4 . 680 5 . 6 8 0 6 .208 0 1 . 7 8 0 2 . 0 8 0 1 . 2 8 1 2 . 2 80 7 . 6 790.93TCF7 9 0 . 4 8 7 9 0 .54 7 9 3 . 4 7 9 1 . 8 7 9 0 .9790 . 7 7 9 0 .46 7 9 0 . 4 2 7 9 0 . 3 2 7 9 0 . 0 7 9 1 . 4 7 9 1 . 2 6 793 . 2 7 92 .2 792 .4 7 92 .1 7 9 3 . 1 7 92 .9 7 9 2 . 4 79 2 . 8 7 92 .8 1 79 2 . 6 7 9 3 . 2792. 9 79 2 . 9 7 9 3 . 1 7 9 2 . 4 7 9 2 . 2 1 792. 1 2 7 9 2 . 0 7 9 2 . 7 7 9 2 . 5 7 92 .5 7 9 0 . 1 9 7 8 9 .5 7 9 1 . 3 0 7 9 0 . 91 790. 0 7 9 0 . 2 7 9 0 . 9 7 9 1 . 0 779 1 . 1 1 7 9 1 . 0 0 7 9 1 . 1 7 91 .1 7 9 0 . 6 790 . 7 790. 3 790. 9 3 791.61TCF793. 5 1 7 8 9 . 6 0 7 8 9 . 8 7 90 .0 7 9 0 . 3 4 7 9 0 . 1 6 7 8 9 . 4 7 8 9 . 0 7 8 9 . 6 7 7 8 9 . 8 0 7 8 9 . 9 8 7 8 9 . 9 3 789 . 7 1 7 9 0 .40791.05TCF7 8 9 . 1 7 8 8 .2 788 . 4 7 8 8 .9 7 8 8 . 4 7 8 8 . 40 788.85TCF7 9 0 . 62 7 9 0 . 5 7 90 .5791 . 4 791 . 0 7 9 1 . 6 7 9 0 .7 7 9 0 . 2 7 91 .4791. 0 7 9 1 .1 7 9 0 . 6790. 6 6 787 . 4 7 8 7 . 1 7 8 6 . 8 7 8 7 . 0 0 787.43TCF7 8 7 . 4 1 7 8 7 .48 7 8 7 . 0 5 787.58FFE7 8 6 . 8 3 786 . 6 7 8 7 . 0787. 5 7 8 7 . 3 7 9 0 . 2 7 9 0 . 5 7 9 0 . 4 7 90 .3 7 90 .2 6 790. 1 9 79 0 . 4 7 9 0 . 3 790. 1 7 9 0 . 1 7 8 7 .61788.74TCF7 8 6 .9 7 8 7 . 6 7 8 7 . 0 0 789. 7 6 7 8 9 . 7 790 . 1 7 9 0 . 0 7 8 9 . 5 7 8 9 . 4 7 8 9 .7789. 7 7 8 9 . 4 7 90 .06789. 6 7 8 9 .1 787 .0 9787.48TCF7 8 7 .4478 6 . 7 7 8 6 . 7 4 787 . 4 4788.18TCF7 8 7 . 2 7 8 7 . 6 7 8 7 . 1 7 8 6 . 8 7 8 7 .2 7 8 7 . 2 6 7 8 7 . 3 6 7 8 6 .8 7 87 .1 7 7 86 .8 5 787.90TCF7 8 7 .4 7 8 7 . 6 578 7 . 7 2 7 87 .9 3787. 7 9 787 .7 2 7 8 8 . 1 7 7 8 7 . 6 778 7 . 7 4787. 878 7 . 8 7 8 7 .2 786 .9 7 8 7 .4 7 8 7 . 3788 . 7 789 . 0 3 7 8 8 . 40 7 8 9 . 3 4 788. 4 7 8 6 .88 7 8 6 . 8 787.70TCF787. 1 0787.23FFE787.78TCF7 8 6 . 2 7 8 7 . 0 3 787.38FFE787.15FFE7 8 7 . 1 7 8 6 . 1 787. 1 787.56FFE787 .5 787 . 4 2 7 8 7 . 6 7 8 7 . 4 7 8 5 . 7787.74TCF7 8 5 .97 8 6 . 8 1 78 6 . 7787FF E7 87 .1 6 7 86 .9 0 7 8 6 . 1 7 8 7 . 8 7 8 7 . 77 7 8 9 . 5790.02FFE7 8 7 . 7 7 88 .28788.23FFE789. 8 7 8 9 . 3 3789. 0790 . 7 8791.0FFE7 9 0 . 9 1 7 9 0 .4790.FFE998S00° 07' 17"W 1090.12'18" x 218" x 222" x 48"7 92 .2 792 .416" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"L24ABLDG 2BL24ABLDG 4AL24ABLDG 6BL24BBLDG 9AL24ABLDG 10B12G8G8G800.50FF 801.00FF 799.45FF 799.00FF 797.72FF 799.00FF 798.75798.40798.20798.05800.25798.20.75798.40797.80798.00798.4540799.65799.10799.65800.90800.90800.90800.45800.20800.00800.90800.90800.90799.90799.90800.25799.80801.50802.25± M.E.800.00± M.E.794.00± M.E.798.30798.15798.75798.30799.30799.65799.05799.30799.30F/G 798.95F/G 798.95798.45798.90798.45798.90797.90797.70797.90797.90797.90797.72797.72797.40797.60797.50797.50797.70797.30797.55797.05797.90798.70799.20797.90797.70797.80799.20798.75797.71797.70797.70799.20799.00799.00799.40798.96798.34798.60798.68798.35798.30798.15797.25798.05798.40796.92796.48796.00796.75796.46797.05797.05797.40797.90797.90798.50797.90797.60798.35797.75798.35797.75797.65797.40797.65797.20798.00797.40797.40797.10797.30797.30798.50798.30798.30798.20798.50798.65798.50798.65798.50797.60797.20797.73797.43797.73797.70797.38797.58797.73797.43797.35797.15797.03798.65798.65R 797.03797.43R 797.03R 797.03R 796.15R 797.80R 797.50R 796.80R 796.80R 797.25R 797.25R 797.25R 797.25R 796.80R 796.80R 797.30R 797.75R 797.80R 797.60798.20R 797.80R 798.00R 798.00790 795 790 795795807806 790 790 790 NOTES:1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIMELEVATIONS WITHIN OR ALONG CURB ANDGUTTER REFER TO EDGE OF PAVEMENTELEVATIONS UNLESS OTHERWISE NOTED.2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADEUNLESS OTHERWISE NOTED. SUBTRACT TOPSOILTHICKNESS OR PAVEMENT SECTION TO ESTABLISHSUBGRADE ELEVATIONS.3. PROVIDE 1.50% CROSS SLOPE AND 4.00%MAXIMUM LONGITUDINAL SLOPE ON ALLSIDEWALKS AND PEDESTRIAN PATHS UNLESSOTHERWISE INDICATED. PLEASE NOTE THAT THEILLINOIS ACCESSIBILITY CODE REQUIRES AMAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00%AND LONGITUDINAL SLOPE OF 5.00%.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.1 Grdl20776.dwg3/25/2021GRADING PLAN - AREA 5 AUTHENTIX - MCHENRY 1" =030 3030'1579 3 . 3 793 . 4 7 9 5 .2 9 5 7 9 7 8 9 .8 7 8 9 . 9 7 8 9 .979 0 . 2790. 6 7 9 0 . 4 7 9 0 . 779 0 . 8 7 9 0 . 9 7 91 .0 7 9 1 . 1791 . 4791. 679 2 . 0792. 279 2 . 4 7 9 2 . 6792. 7 7 9 3 .227 9 2 . 8 7 9 3 . 1 7 92 .889 7 9 3 . 379 3 . 0 7 9 3 . 4 7 9 4 . 2 4 . 2 7 9 4 .9 795 . 6 79 4 . 6 79 4 . 3 7 9 3 . 6 793 . 6 793 .6794 . 1 4 7 9 4 .4795 . 2 5 . 2 8 7 9 5 . 8 7 9 5 . 2 5 . 2 7 9 4 . 5 7 9 3 . 7 7 9 2 . 9 7 9 2 .579 2 . 4 793 . 1 7794. 1 7 9 4 . 9 7 9 5 .9 795 .1 79 7 9 4 . 1 7 9 7 9 3 . 1 7 92 .4 7 9 1 . 9 791. 8 7 92 .4 7 9 3 . 1 7 9 7 9 3 .8 4 . 7 793 . 5 7 92 .6791. 9 7 9 1 . 4 7 9 1 .1 7 9 7 9 0 . 9 791 . 079 1 . 679 2 . 179792 . 8793 . 8 792. 7 7 9 2 . 0 7 9 1 . 4 7 9 0 . 9 7 9 0 . 5 77 9 0 .5 7 9 0 . 6 7 9 1 . 0 7 9 1 . 5 7 9 2 . 0 77 7 9 0 . 8 791 .1 79 7 9 1 . 1 9 1 7791. 4 7 9 1 . 5 7 9 1 . 7 791 .8 7 9 2 . 0 792 . 2 792 .4792. 8 7 9 3 . 1 7 9 7 9 3 . 5 7 9 3 . 9 7 9 4 . 0 7 9 4 .3 7 9 4 . 3 7 9 4 . 2 7 9 4 .3 7 9 4 . 6 7 9 5 . 3 791 . 3 7 9 1 7 9 1 7 9 1 . 4791. 4 791 . 7 7 92 .0 7 9 2 . 1 9 2 792 . 3792 . 6 7 9 2 .6793 . 0 7 9 3 . 2 7 9 3 .6 9 4 . 2 9 7 9 4 . 2 9 4 7 94 .4 7 9 4 . 7 794 .7 794 . 5 794 .4 7 9 4 .4 7 9 4 .4794 . 2 7 9 4 . 3 7 9 4 . 0794 . 679 5 . 5 790.93TCF9 0 . 4 8 7 9 0 .54 7 9 3 . 4 3 . 4 7 9 7 9 1 . 8 7 9 0 .9790 . 7 7 9 0 .46 7 9 0 . 4 2 7 9 0 . 3 2 7 9 0 . 0 7 9 1 . 4147 9 1 9 1 . 2 6 . 2 7 9 793 . 2 7 92 .1 7 9 7 9 3 . 1 7 92 .9 7 9 2 . 4 79 2 . 8 8181 7 92 .879 2 . 6 6 7 9 3 . 2792. 9 79 2 . 9 7 9 3 . 1 7 9 2 . 4 9 2 7 7 9 2 . 2 1 2 . 2 792. 1 2 7 9 2 . 0 7 9 2 . 7 7 9 2 . 5 7 92 .5 7 9 0 . 1 9 7 9 7 8 9 .5 7 9 1 . 3 0 7 9 1 7 9 0 . 91 790. 0 7 9 0 . 2 7 9 0 . 9 7 9 1 . 0 7 7 9 779 1 . 1 1 7 9 1 . 0 0 7 9 1 . 1 7 91 .1 7 9 0 . 6 790 . 7 790. 3 790. 9 3 791.61TCF793. 5 1 5 1 7 8 9 . 6 0 7 8 9 . 8 7 90 .0 7 9 7 9 0 . 3 4 7 9 0 . 1 6 7 8 9 . 4 7 8 9 . 0 7 8 9 7 8 9 . 6 7 7 8 9 . 8 0 7 8 9 . 9 8 7 8 9 . 9 3 7 8 789 . 7 1 7 9 0 .40791.05TCF7 8 9 . 1 7 7 8 8 .2 788 . 4 7 8 8 .9 7 8 8 . 4 7 8 8 . 40 7 8 8 7 788.85TCF7 9 0 . 62 7 9 7 7 9 0 . 5 0 . 5 7 90 .5791 . 4 791 . 0 7 9 1 . 6 1 7 9 0 .7 9 0 7 9 0 . 2 7 7 91 .4 7 9 791. 0 7 9 1 .1 7 9 0 . 6 . 690. 6 6 6 6790. 6 787 . 4 7 8 7 . 1 7 8 6 . 8 7 8 7 . 0 0 787.43TCF7 8 7 . 4 1 7 8 7 .48 7 8 7 . 0 5 787.58FFE7 8 6 . 8 3 786 . 6 7 8 7 . 0787. 5 7 8 7 . 3 7 9 0 . 2 7 9 0 . 5 7 9 0 . 4 7 90 .3 7 7 90 .2 6 790. 1 990790790 79 0 . 479 7 9 0 . 3 797 9 0 . 1 7 8 7 .61788.74TCF7 8 6 .9 7 8 7 . 6 7 8 7 . 0 0 789. 7 6 7 8 9 7 9 . 7 0. 1 7 9 0 . 0 7 8 9 . 5 7 8 9 . 4 7 8 9 7 8 9 .7789. 7 7 8 9 . 4 7 8 7 90 .06789. 6 7 8 9 .117 787 .0 970978787 4878787.4878TCFTC7 8 7 .4478 6 . 7 7 8 6 . 7 4 787 . 4 4 477 88.18TCF7 8 7 . 2 7 8 7 . 6 7 8 7 . 1 7 8 6 . 868 7 8 7 .2 7 8 7 . 2 6 7 8 7 . 3 6 7 8 6 .8 7 87 .1 7 87 .1 7 86 .8 5 787.90TCF7 8 7 .4 7 8 7 . 6 578 7 . 7 2 7 87 .9 3787. 7 9 787 .7 2 7 8 8 . 1 7 7 8 7 . 6 778 7 . 7 4787. 878 7 . 878 7 7 8 7 .2 786 .9 7 8 7 .4 7 8 7 . 3788 . 7 789 . 0 3 7 8 8 . 40 8 . 4 7 8 9 . 3 4 9 . 3 788. 4 4 7 8 6 .88 7 8 6 . 8 787.70TCF787. 1 0787.23FFE787.78TCF7 8 6 . 2 2 7 8 7 . 0 3 787.38FFE787.15FFE7 8 7 . 1 7 8 6 . 1 787. 1787 787.56FFE787 .557787 . 4 27 7 8 7 . 6 8 7 7 8 7 . 4 7 8 5 . 7787.74TCF7 8 5 .9 7 8 6 . 8 1 78 6 . 767787FFE7 87 .1 6 7 86 .9 0 7 8 6 . 1 7 8 7 8 7 . 8 8 7 8 7 . 77 7 8 9 . 5 7 8 9790.02FFE7 8 7 . 7 7 88 .28 7 8 788.23FFE789. 8 7 8 9 . 3 3789. 0790 . 7 890 . 7 8791.0FFE7 9 0 . 9 1 7 9 0 .4 .4790.9FFEFE9 8 S00° 07' 17"W 901090. 190 1 1090.12'0 12. 7 . 7 77 7907908" x 2x18"18" x 28122" x 4422" 22" x8"8888888"7 92 .2 7 92 .2 792 .4 792 .4929216" x 25" x 5x 524" x 215"55"112"1114"4"6"66"666616""18" x 2" 8"81818"14""115" x 555515""5"6"6622" x 218"15""44111141144444B8G8G8G5794.00±M.E.E797.2555796.92796.4848796.00796.75796.466.4797.05797.059797.40798.20797.60797.207799791797979797.73797.4379797 9 2 7 9 2797.73797.70797.38797.589797.737797.43.4797.35797.157797.0335R 797.03797.43R 797.037.R 797.03R 796.157790790790 795795 790790 795795795795 790790 790790 790790 8 0 1 .447 9 7 . 2 9 7 7 9800 . 1 7 9 5 . 8796 . 879 8 . 0 7 99 .2 99 8 0 0 .5 8 0 1 . 3 8 0 1 .8 8 02 .4 8 0 3 . 2328 0 3 . 9 8 0 4 . 1 8 8 0 3 . 2 0 3 802 .4 8 0 1 . 7 801. 0 800 . 3 0 7 99 .0 7 9 7 . 8 797. 0 7 9 6 . 3 7 9 5 . 8796 . 4 7 9 7 . 2727 9 8 . 2 7 9 7 9 9 . 4 8 0 0 . 2 0 . 2 8 0 0 . 6 8 0 1 . 1 0 1 8 0 1 . 8 8 02 .6801. 7 8 0 1 . 1 8 0 1 8 00 .5800. 2 799 . 8 7 9 8 . 5 7 9 7 . 7 797 . 0 7 96 .4 7 9 6 . 6 7 9 7 . 3798. 077 9 8 . 8 7 99 .7 8 0 0 .3 800 . 8 8 0 1 . 3 8 0 1 . 9802. 5 8 0 3 . 0 8 8 02 .4801. 4 8 0 0 . 6 799 . 9 798 . 9 7 98 .0 7 9 7 . 1 7 9 7 9 6 . 2 9 6 79 4 7 9 5 . 7 796 . 5 7 9 7 . 5798 . 980 0 . 180880 8 0 1 . 380 2 . 5 8 0 3 .804 . 4 8 0 5 . 2 0 803 . 9 802 . 7 80 1 . 180 800. 280 7 99 .1 7 9 7 . 7 . 7 7 9 6 . 5 7 9 5 . 6 7 9 4 .579794 . 7 7 9 5 . 6 7 9 6 . 8 7 9 8 . 1 7 7 9 9 . 4 4 8 0 0 .4 8 0 1 .680 3 . 004. 5 804 . 7 8 0 3 . 5 5 801 .9 8 0 0 . 6 799 . 4 4 7 9 8 . 1 7 9 796. 8 7 9 5 .579 4 . 5 7 9 3 .5 7 9 2 .7 793 . 6 7 9 4 .6 7 9 5 . 679 6 . 8 7 9 7 . 979 9 . 0 8 00 .1 8 8 0 1 . 3 . 3 8 0 2 . 4 7 96 .4 7 9 7 . 0 7 9 7 .5797 . 6 7 9 7 .7 7 9 8 . 2 7 9 7 9 8 . 1 7 9 8 7 9 8 . 3 7 98 .6 7 98 .5 798 . 28. 2 798. 0 797 . 9 7 9 7 .9 7 9 7 .6797. 4 7 97 .2 97 7 9 7 . 0 7 9 6 . 4 7 96 .2 7 9 7 9 6 . 0 7 9 6 .1 8 0 0 . 2 0 0 080 0 . 4 8 0 0 . 8 8 0 1 . 2 8 0 1 8 0 1 . 1 8 0 8 0 1 . 2 0 1 8 0 1 . 3 8 0 1 . 3 . 3 8 0 1 .5 801 .3 8 0 0 .8 800 . 7800 . 5 8 00 .3 8 00 .448 0 0 . 2800 . 2 8 0 0 . 3 8 0 0 . 6 8 0 1 . 4 8 0 2 . 1 8 0 8 0 2 . 9 803 .5 7 9 6 . 3 796 . 8 79 7 . 0 796 .6796 . 7 79 6 . 8 7 9 7 .1 7 9 7 . 4 79 7 . 7 7 9 7 . 8 797 . 7 797. 297 2 7 9 6 . 7 7 9 6 . 5 7 9 6 .6 7 9 6 . 4 7 9 6 . 4 7 96 .0 7 9 5 . 7 9 5 . 3 333 7 9 7 9 4 . 9 79 4 . 9 7 9 4 .6 7 9 9 .1 7 7 9 9 . 1 7 7 9 9 . 1 7 9 9 7 9 7 9 9 . 5 7 9 9 . 8799 . 9 8 0 0 . 1 8 8 0 0 . 2 0 . 2 8 0 0 . 1 8 800 . 280 7 9 9 . 9 7 9 9 . 7 7 9 9 . 7 79 9 . 5799 . 299 7 9 8 . 9 7 98 .282797 . 4 7 9 6 . 9 796 . 3 7 9 6 . 9 7 9 7 .6 7 9 8 . 0 7 9 7 9 8 . 2 7 9 8 . 9 9 8 0 0 . 3 0 . 3 8 0 0 . 7 8 0 0 . 780 1 . 0 8 0 1 .4 8 0 1 . 5 8 0 2 . 2 0 2 8 0 2 . 2 8 0 3 . 2328 0 3 .9378 0 1 . 7 8 0 2 . 0 8 0 1 . 2 L24B4BLDG9AGL24ABLDG10B012G1FF 797.72279FF 799.009FF 798.7F7799.8099801.50802.25± M.E.2.800.00± M.E.0.08797.727797.72797.727797.557.7.804 58047.90900798.750 3 . 6 0 3 . 6 797.71797.7097979977797.709799.20799.00799.00799.40778080 798.967798.34798.60798.68798.3555798.30.3798.15798.1558798.058.798.40797.90797.90505798.5055797.909797.60798.355797.75798.35.3835987955797.75.7797.657797.4006655797.6579797980 380 3797.20798.000798798797.40797.4079797.10797.3077797.30798.509 4 .6 9 4 .60798.30798.3000798.500798.659877798.505798.657798.50795798.6598798.658R 797.80R 797.5080 2 . 580 2 . 5 R 796.80.86.808R 797.25R R 797.259R 796.809R 796.80R 798.0098R 798.0096 .2 96 .2 8 4 797B558 0 5 . 9 807 .0810 . 410 8 0 8 . 5 8 0 7 .2807 . 6 8 06 .5806. 0 810 . 98 8 1 1 . 1 8 1 8 1 1 . 5 8 1 1 8 1 1 . 2 8 8 . 9 9 8 0 8 8 0 0 8 8 0 8 .4 8 0 9 . 4 . 4 4 .3381010881 8 1 0 0 8 8 0 9 . 3 8 0 7 . 5 80 7 . 181 0 . 181 0 1 8 0 9 . 4 8 0 9 8 0 88 8 0 7 . 0 8 0 6 . 6 806 . 8 0 7 . 1 8 07 .2 8 0 7 . 2 8 0 6 . 9 806 .2 805 .8 8 0 5 . 1 0 5 . 1 68 04 .1 8 0 8 04 0 804 . 6 8 0 5 . 6 8 0 6 . 7 8 0 7 .6 8 0 8 . 9810 . 0 8 1 0 . 981 1 . 681 1 . 9 1 . 7 8 1 1 . 3 8 1 1 . 2 8 1 0 . 9 8 1 0 . 1 8 1 80 9 . 2 0 9 808 . 0 8 0 6 . 6 80 5 . 6 8 0 4 . 7 8 0 3 . 680 4 . 7 8 0 5 . 7 8 0 6 . 9 808 .1 8 0 8 .9 8 09 .1 09 .1 8 0 9 . 2 809 . 36 8 0 7 .9 8 0 7 . 4 8 0 6 . 8 8 0 6 . 4 8 0 6 . 2 2 8 0 5 . 7 8 0 4 . 9 8 0 4 . 0 803 . 1 80 80 2 . 3 8 03 .2803. 7 8 0 4 . 3 804 .9 8 0 5 . 480 6 . 0 8 0 6 . 6 8 0 7 .338 0 7 . 8 8 0 9 . 6 80 9 . 2 80 8 . 6 807 .8 8 0 6 . 8 806 . 2 8 0 5 . 5 80 4 . 9 8 0 4 .5803 . 8 8 0 5 . 4 806 . 3 8 0 7 . 0 8 0 7 . 8 8 0 9 .0 8 10 .0 8 10 0 8 1 0 . 6 8 1 0 . 9 8 1 0 . 90. 9 8 1 0 . 2 8810. 4 8 1 0 . 5 810. 7 8 1 0 . 7 8 1 0 . 0 8 0 9 . 0 8 0 7 . 9 8 0 6 .4 8 05 .9807 . 2078808 .5 8 0 9 .292809. 5 8 09 .4809 . 4 8 09 .5 8 09 .4 0 9 . 7 8 07 .7808. 1808. 18080 8 0 8 . 2 8 0 8 . 0 8 0 7 .8 8 0 7 .8 807 . 9 8 0 7 . 1 8 0 88 80 6 . 0 88 0 3 . 4 0 4 . 2 0 480 8 0 4 . 6 8 0 4 . 8 0 4 .6803 . 4 803 . 23. 2 8 0 2 . 9 8 0 2 . 6 803 . 1803 8 0 3 . 8 8 0 4 . 4 8 0 5 . 2 0 5 280 5 . 4 8 0 6 . 1 8 0 8 0 6 . 9807. 38080 7 . 98808 . 9 8 0 9 . 7 8 0 9 .2 8 0 8 . 3 3 8 0 7 . 0 8 8 0 6 . 0 8 0 5 . 3 805. 6 806 . 2 807 . 0 808. 5 8 0 9 . 9 8 1 0 . 8 8 1 0 . 7 810 . 5 80 9 . 5 8 0 8 . 2 8 . 2 8 0 7 . 0 8 0 806 . 0 806 . 0 805 .2 8 04 .5 8 0 3 . 9 8 04 .5 8 05 .228 0 5 . 6 8 0 6 . 2 80 7 . 180 7 . 1 8 0 7 . 9 80 8 . 7 3 8 0 7 . 3 8 0 7 807 . 1 8 0 7 . 1 6680 5 . 9 8 05 .3 8 0 4 . 9 8 04 .9805 . 4 8 0 5 . 7 805 .2 805 80 4 . 7 8 03 .8803 . 6 803 . 7 8 0 3 . 3 8 0 3 . 9 8 0 4 . 4 4 8 0 5 .0 8 805 .9806 . 7 8 0 7 . 0 8 0 8 . 2 0 8 2 09 2928 09 . 2 09 2810. 18809 . 8 8 0 8 . 5 8 06 .9698 8 0 6 . 5 8 0 6 . 4 8 0 6 .4 8 0 6 .6 8 0 7 . 1718 0 7 . 6 8 0 7 . 9 8 0 9 . 9 8 0 9 . 9 8 1 0 . 7 8 1 1 . 2 1 1 8 1 1 . 6 8 1 2 .2 8812 . 1 8881 8 0 4 . 680 5 . 6 8 0 6 .2 .2 8 1 2 . 2 80 7 . 6 L24AL2BLDG 2BBBL24AL299 2448 0 6 . 6 8 0 6 . 6BLDG 4ABBLBL8 0 6 0 L24A228 0 4 .6 8 0 4 .6BLDG 6B0 4 . 7 0 4 . 7 8 0 4 8 0 4800.506 FF 801.008010FF 799.45F 799.FF 799.00FF7798.4008.47008 1 0 . 1 8 1 0 . 1 00 . 1 8 0 9 . 8 0 9 .798.20798.058 0 6 6 8 0 6 6 88 800.25798.202798.20722.75798.40797.80798.00798.4540799.65799.107799.65800 90 88 800.90800.90800.90800.90800 900800.90033 800.90800.45800 45800.20800.00800 9090800.909800.90800 9009800.900800.90800 904545800.900 4 5 0 4 5800.90799.9070799.9009800.25798.30798.15798.75798.307799.309988779999799.6565799.05799.300799.300338 0 8 0 F/G 798.95F/G 798.95/G798.45794798.909798.4579848.908907999797.90797.7097797.9022 797.90797.90797.4079797.6079797.50797.507797.70700797.303797.05.797.90798.70077799.209797797.70797.80799.20977R 796R 797.255R 797.25RRRRR8080 RR 797.30R 797.75R7R 797.8080R 797.60R797798.202089898R 797.807.807 . 607 . 6 8078078068068706RSEE SHEET C5.4SEE SHEET C5.3KEY MAPN.T.S.AREA 5 NOTES:1. CONTRACTOR TO INSTALL CONSTRUCTIONENTRANCE PRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE ASSHOWN AND INSTALL ADDITIONAL SILT FENCEWHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOILEROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ONALL OPEN LID STRUCTURES. SEE INLETPROTECTION DETAIL ON SHEET C5.8.4. EROSION CONTROL BLANKET (ROLLMAX ERONETS150 OR APPROVED EQUAL) SHALL BE PLACED ONALL AREAS WITH SIDE SLOPES OF 4:1 ORGREATER, AND IN BOTTOM AND SIDE SLOPES OFSWALES WHERE NOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURESIN AND AROUND THE PROPOSED IMPROVEMENTSARE TO REMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTILTHE PROPOSED IMPROVEMENTS ARE COMPLETEDAND THE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAINALL EROSION CONTROL MEASURES AS INDICATEDON THIS SHEET IN ACCORDANCE WITH THESTORMWATER POLLUTION PREVENTION PLAN(SWPPP) PREPARED BY V3 COMPANIES. THECONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.7 8 3 . 6 782. 8 783 . 4 7 8 2 .0779 . 6 7 7 6 . 2 7 8 0 . 2 7 8 2 .9 7 8 2 . 8 7 8 2 . 2 7 8 2 .7 7 7 9 . 9 7 7 7 . 1 7 7 8 . 8 781 . 7 7 8 0 .3782. 0 777778 . 5 7 8 0 . 9 7 7 9 .978 0 . 4 7 7 9 .078 0 . 3 7 8 1 . 478 0 . 6 7 7 8 . 2 7 7 7 7 . 6 7 7 8 .5 7 8 0 . 2 7 7 9 . 6 7 78 .5 7 7 9 .7 7 8 3 . 1782 . 8 7 8 2 . 4 7 8 5 .1 7 8 3 . 4 78 2 . 5 7 8 4 .0 7 8 5 . 3 7 8 7 . 5 7 8 6 . 59 7 87 .9 7 8 7 .7 7 8 8 . 7 7 8 6 . 5 7 8 6 .1784 . 9 1 7 85 .778 4 . 8783. 7 7 8 5 . 0 7 8 776 .5 7 7 8 . 0 7 7 9 . 4 7 7 9 . 3 777 . 8 9 7 7 8 . 6 7 8 4 .1 7 8 1 . 6 7 8 1 . 0 7 8 4 . 1 7 9 6 .3798. 2 8 0 3 . 3 8 0 1 . 8 7 9 6 . 2 8 0 6 . 7 8 0 4 .9 8 0 6 .480 7 . 3 8 0 8 . 2 8 0 7 .2 8 0 1 . 0 8 0 7 . 5 8 0 6 .6 8 0 7 . 2 8 0 5 . 9 8 0 6 . 2 8 06 .2 8 0 5 . 280 2 . 3 7 9 9 . 0 7 96 .4 7 9 6 . 3 7 9 9 . 2 8 0 2 . 6 804 . 2 8 0 3 . 2 8 0 1 . 0 7 9 8 . 0 7 9 6 . 0 795 . 9 7 9 8 . 2 8 00 .6 8 0 1 . 4 798. 6 7 98 .2 7 9 9 . 1796 . 9 7 9 6 . 5 7 9 5 . 1 7 9 6 . 8 7 9 6 .8 7 9 2 . 8788. 7 783 . 0779. 9778 . 1 7 78 .2 779 . 4 7 8 3 . 9 7 8 9 . 3 7 9 1 . 9 7 9 1 .9 7 8 8 . 678 2 . 5 7 7 9 .1 7 7 8 . 2 7 78 .1 7 7 9 . 4 7 8 6 . 1 790 . 0 7 9 2 . 0 7 9 1 . 9 7 8 9 . 6 7 8 3 . 4 7 7 9 . 6 7 7 8 . 1 7 7 8 . 3 7 80 .3 7 85 .4 7 8 9 . 2 7 8 8 . 3 7 8 5 . 5 7 8 0 . 5 7 7 8 . 3 7 7 8 . 4 779 . 5 78 3 . 9 7 86 .8785 . 5 7 8 3 .7 7 8 0 .2778 . 2 778. 2 7 7 9 .8 7 83 .0 7 8 5 . 1 7 8 5 . 378 3 . 5 7 8 0 . 2 7 78 .4 7 7 8 . 3 780 .0 7 8 3 . 7785. 4 785 . 5 7 8 3 . 8 7 8 0 . 1778. 3 77 8 . 4 7 7 9 .5 7 8 3 . 1 7 8 7 8 3 . 7 7 83 .3780. 2 7 7 7 . 9 7 8 0 . 4 784 .178783 . 5786 . 6 7 8 7 . 2 7 8 5 . 0 7 8 1 . 7 7 7 8 . 8 7 7 8 . 0 7 7 9 . 978 3 . 778 6 . 8 7 8 6 .1 7 8 2 .9779. 1778 . 3 7 7 8 . 2 7 8 0 . 8 7 85 .4 786 . 7 7 83 .9 7 8 0 . 0 7 7 8 . 0 7 78 .278 1 . 3 7 8 4 .9 787 . 6 788 . 3 7 84 .5 7 8 0 . 0 7 7 8 . 1778. 3780 . 3 7 8 5 . 8 7 8 9 . 0 7 8 9 . 1 7 8 4 . 4 780 . 3 7 7 8 . 2 7 7 8 . 3781 . 3 7 8 6 . 0 7 8 8 . 7789 . 7 7 8 5 . 7 7 8 0 . 6 7 7 8 . 0 7 7 8 . 1 7 79 .9787 . 0791. 3 7 9 1 . 6 7 8 6 . 8 7 80 .3 7 7 8 . 3 778 . 2 780 .4 7 8 5 . 1 7 9 2 .3 7 93 .1 7 9 0 . 7 7 8 6 . 2 78 1 . 5 7 7 9 . 5778 . 3 7 7 8 . 2 7 8 0 . 3 7 8 2 . 878 6 . 078 9 . 8 7 9 4 . 4 7 9 3 . 9 7 9 1 . 3 78 7 . 5 781. 9 77 8 . 2 7 80 .5 7 8 3 . 7 7 8 9 .1 7 9 3 . 8 7 9 4 . 1 7 9 0 . 1 7 8 5 . 7 7 8 4 . 6 7 8 0 .8 7 8 1 .0 7 7 8 . 3 7 7 8 . 1 7 8 0 . 1 7 8 3 . 9 7 9 0 . 3 793 . 179 3 . 9 789 . 7 7 8 6 . 7 79 4 . 7 7 9 3 .3792 . 4 7 92 .1 7 9 1 . 8 7 91 .6 7 9 0 . 3 788 . 6 7 8 6 . 4 7 8 3 . 9 782. 5 7 83 .3 7 8 2 .5783 . 3 7 8 4 . 4 7 8 4 . 3783 . 6 7 8 4 . 6 078 5 . 4 7 8 5 .2 786 . 3 7 8 6 . 5 785. 3 7 8 6 . 8 7 8 7 . 5 788 . 0 789 .3 7 9 0 . 8 7 92 .1 791 .579 1 . 4 7 9 0 . 8 790 .2 7 91 .1 7 9 1 . 4 789 . 8 7 8 9 . 8 7 8 8 . 9 788 . 478 8 . 8 7 8 8 .8 7 9 1 . 4 792 . 2792 . 5793. 679 4 . 4 7 96 .0 8 0 0 . 3 799 .9800. 8 799 . 2 7 9 8 . 6 7 9 8 .5 799 .3 8 0 0 . 2798 . 0 7 9 8 . 2 7 9 8 . 5 798. 3 7 9 7 . 8 798 . 5 8 0 2 . 0 8 0 1 . 8 8 0 1 . 6 8 01 .0798. 6 7 9 9 . 5 8 0 0 . 4 8 0 1 . 7803 . 6803. 9 8 0 4 . 5 8 0 4 . 6 8 0 3 . 0 8 0 1 . 9 802 . 3 8 01 .3 8 0 0 .1 8 0 1 . 3 8 0 0 . 6 800 .8 8 0 2 . 0 7 9 9 . 8802. 4 7 99 .3 8 01 .2 7 9 9 .7 7 9 9 . 6 7 9 9 .3798. 8 7 9 7 . 2 7 9 5 . 8 794 . 4 7 9 5 . 6 796. 3 7 9 9 . 080 0 . 6 8 0 1 . 2 8 0 0 . 2 7 9 9 . 1 7 9 7 . 8 7 9 9 . 2 799 . 9 8 0 0 . 8 8 0 2 . 9 801. 1 8 0 4 . 1 8 0 2 . 2 8 0 1 . 4 800 . 5 797 . 4 7 99 .2 8 0 1 . 6 8 0 2 . 4 8 0 2 .9 8 0 3 . 2 7 99 .5 8 00 .1 8 0 1 . 4 8 0 1 . 080 1 . 7 8 0 1 . 5 8 02 .6 8 02 .380 3 . 5 80 3 . 5 8 0 4 . 0803 . 8 802. 3 803. 1 8 0 2 . 2 7 9 9 . 5 799 .7 8 0 1 . 0 8 0 3 . 6 8 0 4 .4 8 0 5 .0 8 0 5 .3 8 0 6 . 3 805 .0 8 0 5 . 1 8 0 5 . 9 8 0 7 . 0 8 0 6 .7807. 1 8 0 8 . 0 8 0 7 .9 8 1 1 . 4 8 0 8 . 0 807. 0 8 0 6 .6 8 0 6 .5 8 0 7 . 4 8 0 8 . 8 8 0 9 . 1 8 0 9 . 7 8 0 8 . 8 8 0 6 .5809 . 3 8 0 6 . 9 8 0 5 . 9805. 2 806 . 2 8 0 4 . 8 8 0 3 . 0 7 9 9 .3 7 9 8 . 2 8 0 1 . 280 2 . 2 80 5 . 0 8 0 3 . 7 8 0 4 .1 8 0 9 . 7 8 1 0 . 0810 . 1 8 1 0 . 9811 . 1 8 10 .6 8 1 0 . 6810 . 1 8 1 1 .9 8 1 1 . 1 8 1 0 . 7 8 0 9 . 9 808. 8 8 0 6 . 9 8 0 5 . 2 8 0 1 . 7 800 . 5 8 0 2 .5 8 03 .7 8 0 2 . 5 8 0 5 . 4 80 3 . 1 803 . 8 8 0 7 . 7 8 0 3 . 7 8 0 6 . 6 8 1 0 . 1 8 0 3 . 9806 . 1 803 . 0 8 0 7 . 2 8 0 2 . 480 5 . 6 8 0 3 . 0 8 05 .7 8 0 4 . 1 8 06 .3 8 0 7 . 3 80 3 . 8 8 0 3 . 780 7 . 2 8 1 0 . 8 8 1 0 . 2 810 . 1 8 1 0 . 4 8 0 8 .5 8 0 7 . 2807. 6 806 .5 8 0 6 . 0 8 06 .5 8 0 6 .1806 . 4 8 0 5 . 8 8 0 6 .3 8 0 6 . 1 8 0 6 . 3 8 0 6 . 7 8 0 6 . 1807. 5 8 06 .1 8 0 6 . 3 8 0 6 . 3 8 0 7 . 5 8 0 7 . 6 8 0 7 . 6 8 0 5 . 9807 . 8806. 580 5 . 8 8 06 .380 9 . 6 8 0 7 .4 8 1 0 . 2806 . 1 8 0 7 . 0 8 0 9 . 681 1 . 4 8 11 .6810 . 9 8 1 1 . 381 1 . 3 8 1 2 . 8 8 10 .9 8 1 0 . 9 8 1 1 . 3 8 1 1 . 8811 . 0 8 1 0 .4 8 1 0 . 9 8 1 2 . 6 8 1 0 . 5 8 1 0 . 6 811 . 6 8 12 .5 812 . 9 8 1 2 .3812 . 0 8 1 1 . 5 81 1 . 5 81 1 . 0810 . 9 8 1 1 . 1 8 1 1 . 5 8 1 1 . 2 8 08 .9 808 .480 9 . 4 8 1 0 . 3 8 1 0 .1 8 0 9 . 3 8 0 7 . 580 7 . 181 0 . 1 80 9 . 4 8 0 7 . 0 8 0 6 .6 8 0 6 . 8 8 06 .2 806 . 3 8 0 6 . 3 806 .8 8 0 6 . 2 8 0 6 .6 8 0 6 . 8809 . 5 8 0 6 . 9 8 0 6 . 6 8 0 6 . 0 8 0 6 . 5 8 1 0 . 1809. 0 8 0 6 . 880 9 . 4 8 0 7 .0 8 0 7 .1 8 07 .2 8 0 7 .2 8 0 6 . 3 806. 2 8 06 .2 8 0 8 . 2 811 . 4 811 . 4 8 1 2 . 4 8 1 3 . 0 8 11 .1 8 12 .1 8 1 1 .5 8 1 0 . 2 8 0 9 .7810 . 0 8 0 8 .8 8 0 8 .7 8 0 2 . 1 8 0 3 .6 8 0 4 . 5808 . 1 8 1 0 . 2 80 8 . 8 8 0 4 . 7 8 0 7 . 5 8 0 8 . 8 8 0 8 . 9810. 2 8 0 9 . 1 8 07 .5 8 0 6 . 0 8 0 7 .0806 . 9 8 0 6 .8 8 1 0 .8805 . 0 8 0 5 . 3 8 0 5 . 3 80 5 . 8 8 0 5 . 3 8 0 5 .780 6 . 2 8 0 5 . 2 807 .0 8 0 6 . 2 80 5 . 9 8 0 5 . 3 807 . 7 8 0 6 . 7 8 0 7 . 579 5 . 6 9 7 9 5 . 6 7 7 9 5 . 7 7 7 9 5 . 7 6 7 9 3 . 3 3793 . 3 1793. 3 4 79 2 . 6 0 7 9 2 . 4 6 792 .3 9 7 92 .97 7 9 2 .99797.11FFE796.80FFE7 9 6 . 2 1 7 9 6 . 2 8 7 9 6 . 3179 6 . 8 2 7 9 6 . 8 5 7 9 6 . 49 7 9 5 . 9 2 7 9 5 . 9 0 7 9 5 . 8 9 7 9 6 . 81 796 . 1 8 7 9 6 . 1 2 796 . 8 2796. 8 5 G 796 .8 2 7 96 .2 4 7 93 .7 4 R 7 9 2 . 4 2 7 8 9 . 0 6 796 . 7 4 7 96 .7 2 7 96 .77 7 9 6 . 3 1 7 9 6 .26 7 9 6 . 3 7 R 7 9 4 . 00 7 9 5 . 2 7 794 . 7 1 7 9 5 . 2 179 4 . 6 7794 . 6 0 7 9 5 . 13 7 9 5 . 0 7 7 9 4 . 5 4 794 .9 4 794 . 4 7 7 9 4 .93 795 .4 2 7 9 5 . 1 5 795 . 2 4 PPM MONITOR7 9 5 .77 7 9 5 . 7 9795. 2 7 7 9 5 . 5 8 7 9 5 . 1 5 7 9 5 . 4 2 7 9 4 .94795. 0 4 7 9 4 .9879 5 . 2 8 7 9 4 . 8 2 7 9 4 . 5 0 7 9 4 . 4 9 7 9 5 .90 7 9 5 . 8 6 7 9 5 . 8 4 79 5 . 7 6 7 9 5 .62 7 9 5 . 0 5 7 9 5 . 1 7 795 . 5 7 7 9 5 . 8 796 . 0 0 796.81FFE7 9 6 . 7 2 7 9 6 . 1 6 7 9 5 . 6 9 7 9 5 . 1 8 7 94 .76 7 9 5 . 6 9 795. 9 7 7 9 5 .40 795 . 1 679 5 . 2 2 7 95 .6 3 7 9 5 . 1 5 7 9 4 .92 7 9 5 . 4 2 7 9 5 . 17 7 9 5 . 2 2 7 9 4 . 72 7 9 4 . 9 0 7 9 5 . 1 2 7 9 5 . 0 9 7 95 .5 1 7 9 5 . 9 1 7 9 5 .92 7 9 5 .63 7 9 4 . 8 7 7 9 5 . 3 4R 7 9 4 . 4179 4 . 4 1 794 .8 5 7 95 .0 779 4 . 6 2 795 . 4 1 7 9 5 . 1 1 7 9 5 . 8 6 7 9 5 . 4 2 7 9 5 .28 7 9 5 .70 7 9 4 . 9 1 7 9 4 . 83795 . 1 9 79 5 . 1 5 7 9 4 . 6 9 79 6 . 6 79 5 . 2 5 8 1 0 . 0 809 . 2 806 .6 8 0 2 .5798 . 7 7 9 5 . 9 7 9 5 .479 6 . 4 79 9 . 9 8 0 3 .3 8 0 6 . 7778 06 .2 8 0 2 . 4 7 9 9 .1 7 9 6 . 6 7 9 5 .9 7 9 6 . 2 79 6 . 7797. 7 8 0 0 . 1802 . 4805 . 6804. 5 801. 2 7 98 .1 7 96 .4796 . 3 7 96 .0 7 9 6 . 1 7 9 7 . 6 7 9 9 . 9801. 9 8 04 .6 8 0 3 .6 8 00 .4 7 9 7 . 3 7 9 5 . 5 7 95 .3 7 9 4 .5 7 9 7 . 1 7 99 .7 8 0 2 .2 802 .0 7 9 9 . 8 7 9 5 . 7 7 9 3 .1808. 2 807 . 7 80 6 . 0 8 0 5 . 5 8 0 5 . 8 805. 8 8 05 .580 6 . 0 806 . 3 8 0 6 . 1 8 0 5 . 7 8 0 3 . 7 8 0 2 . 8 8 0 1 . 6 7 9 9 . 4 7 9 7 . 979 8 . 3 8 0 3 . 4 799. 2802 . 7 80 2 . 4 8 01 .5 798 . 9 799 . 2 7 9 8 .1 7 9 8 . 6 7 9 8 .2 7 9 8 .5 7 9 8 . 9 7 9 9 . 5 7 9 9 . 7 8 0 1 . 3 8 0 1 .1 8 07 .4807 . 2 80 7 . 1 8 0 7 . 2 8 0 7 . 2 80 6 . 9 806. 2 805 . 8 80 5 . 1 804 . 6 8 0 4 . 1 8 0 3 . 2 8 0 2 . 2 801 . 1 8 0 0 .580 0 . 1 79 9 . 3 7 9 8 . 7 7 9 8 .7799. 1 7 9 9 . 1 7 9 8 . 7 7 98 .2 7 9 7 . 2 7 9 6 . 6 796 . 0 7 9 5 . 2 7 9 4 . 7 7 9 4 . 0 793 . 4 7 93 .0 7 9 2 . 8 7 9 2 . 5 7 9 2 . 3 792 . 1 7 9 1 .5791. 0 7 9 0 . 3 789 . 2 7 8 8 . 3 78 7 . 5 78 6 . 6 7 8 6 . 2 78 5 . 5 78 4 . 6 7 83 .8 7 8 2 . 8 782 . 6 782 . 0 7 8 1 . 2 77 8 . 0 7 7 8 . 077 8 . 1 778 .377 8 . 6 7 7 8 . 9 7 7 9 .6 7 7 9 . 778 0 . 1 7 8 0 . 7 7 81 .3 781 . 5 7 8 2 . 0 7 8 2 . 6 7 8 3 . 078 3 . 8 7 84 .5 7 8 5 .0 7 8 5 . 7 7 8 6 . 0 7 86 .5 7 8 7 . 578 8 . 6 7 88 .578 8 . 7 789 . 078 9 . 2 7 8 9 . 2 7 8 9 . 3 7 8 9 . 3 7 8 9 . 4789 . 378 9 . 3 7 8 9 . 8 7 8 9 . 9 7 89 .9 7 9 0 . 2 7 9 0 . 6 7 9 0 . 4 7 90 .7 9 4791 .1 7 90 .9 7 9 1 . 0 7 9 1 . 6 7 9 2 . 1792 . 8 7 9 3 . 8 7 9 4 . 779 5 . 6 7 9 6 . 8 7 9 8 . 1799 . 4 800 . 4 8 0 1 . 6 8 0 3 . 0 8 0 4 . 5 8 0 5 . 9 8 0 7 . 2 808 . 5 8 09 .2 8 0 9 . 5 809 .4 8 0 9 . 4 8 0 9 . 5 809 . 4 8 0 9 .7809. 480 9 . 0 8 0 8 .8 8 0 7 .980 7 . 1 806 . 8 8 0 7 .0 8 0 7 . 4 8 0 7 . 7 808 . 1 8 0 8 . 2 8 0 8 .0 8 0 7 . 8 8 07 .8 807 . 9 8 0 7 . 1 8 0 6 . 0 804. 7 8 0 3 .5801. 9 8 0 0 . 6 799 . 4 7 9 8 . 1 796. 8 7 95 .5 7 9 4 . 5 7 9 3 . 5 7 9 2 . 7 7 9 2 .0 7 91 .479 0 . 9 7 9 0 . 5 7 9 0 . 5 7 9 0 .6 7 9 1 . 0 7 9 1 .5 7 9 2 .0 7 9 2 . 7 7 9 3 . 6 794 .6 7 95 .6 7 9 6 . 8 7 9 7 . 9799 . 0 8 00 .1 8 0 1 .3 8 0 2 .4803 . 4804 . 2 8 0 4 . 6 8 0 4 .7 8 04 .6803. 9 8 0 2 . 7 8 0 2 . 0 8 0 1 . 1 80 0 . 2 799. 3 7 9 8 . 2 79 7 . 1 7 9 5 . 8 7 9 4 . 6 793. 7 7 9 2 . 8 7 91 .9 7 9 1 . 3 79 1 . 0 790 . 6 790 . 0 7 8 9 .7 7 8 9 .7 7 9 0 . 4790 . 8 7 9 1 . 3791. 9 7 9 2 . 6793. 479 4 . 5795 . 6796 . 6 797 . 5 7 9 8 .7799 . 6 8 0 0 . 6 80 0 . 5 8 0 0 . 3 80 0 . 0 79 8 . 9 7 9 7 . 8 7 97 .0796 . 1 7 9 5 . 4 7 9 4 .7 793 . 8 793. 0 79 2 . 5 79 1 . 7 79 1 . 0 7 9 0 . 3 7 8 9 . 778 9 . 9 7 9 0 . 0 7 9 0 . 2 7 9 0 . 4 790 . 5 7 9 0 .8 7 9 1 . 1 7 91 .1791. 4 7 9 1 . 579 1 . 7 7 91.8 7 9 7 . 4 7 9 7 . 2 7 9 7 .0 7 9 6 .4 7 9 6 . 2 7 9 6 . 0 7 9 6 . 1 7 9 5 . 4 7 9 5 .0 7 9 4 .779 4 . 6 79 4 . 5 7 9 4 . 0 7 9 3 . 4 7 9 2 .8792 . 0 79 1 . 4 79 0 . 7 7 9 0 . 1 78 9 . 8 7 8 9 . 6 7 8 9 . 4 7 8 9 . 9 7 9 0 . 4 7 9 1 . 079 1 . 7792 . 4 793 . 1 7 93 .9 7 9 4 . 4 7 9 5 . 0 7 9 5 .6 7 9 6 .2 7 96 .9 797 . 7 7 9 8 . 4 7 9 8 .779 8 . 8 7 9 8 . 5 7 9 7 . 4 7 9 7 . 1 7 9 7 . 7 7 9 8 .1 797 .9 7 9 7 . 6 7 9 7 . 2 7 9 6 . 3 7 9 5 . 6 7 9 4 . 8 794 . 3 7 9 3 . 8 7 9 3 . 4 7 9 2 . 8 792. 0 7 91 .4 7 9 0 . 8 7 9 0 . 3 7 8 9 . 7 789 . 3 7 8 8 . 8 788. 4 7 88 .0 788 . 9 7 8 9 . 5 7 9 0 .0790 . 6791 . 3 7 9 1 . 8 7 92 .7 7 9 3 .3794. 0 794 . 7 7 9 5 . 5 796 . 2 7 9 6 . 9 7 9 7 .3 7 9 7 .7 7 9 7 . 6 7 97 .5 7 97 .0 7 9 6 . 3 7 9 5 . 5 7 9 4 .8 7 94 .6 7 9 4 .8 7 9 5 . 6 7 9 6 . 3 796. 5 79 6 . 4 796. 2 7 9 5 .7 7 9 5 . 0 7 9 4 . 2 7 93 .3 792 .5 7 9 1 . 8 79 1 . 1 790. 5 79 0 . 0 7 8 9 . 2 7 88 .4 7 8 7 .6 7 8 6 . 9 7 8 5 . 8 7 8 5 .3784 . 978 5 . 6 7 8 6 . 5 7 8 7 . 2 7 8 7 . 9 788 . 5 7 8 9 .2790 . 1791 . 079 1 . 8 7 9 2 . 8793. 579 4 . 0 7 9 4 . 4 7 9 4 .8 7 95 .3 7 9 5 . 0 7 9 4 . 7 7 9 4 . 2 7 9 3 .6 7 9 2 . 8 79 2 . 7 7 9 2 . 5 79 2 . 5 7 9 3 . 0 79 3 . 4 7 93 .6 7 9 3 .0 7 9 2 . 5 7 9 2 . 1 7 9 1 .6 7 9 1 . 3 791 . 1 7 9 0 . 5 79 0 . 1 789 . 4 7 8 8 . 7 787 . 8 7 8 7 .0 7 86 .3 7 8 5 . 3 7 8 4 . 6 783 .9783 . 3 7 8 2 . 9 7 8 2 .6 7 8 2 . 9 7 8 3 . 678 4 . 5 7 8 5 . 6787. 0 7 87 .9 7 8 8 . 478 9 . 0 7 8 9 . 4 7 8 9 . 7 7 89 .8 790 . 0 7 9 0 .2790 . 7 791 . 2 7 9 1 . 7 7 9 2 .4 7 9 2 . 8 792 . 679 2 . 4791. 8 79 1 . 1 7 9 0 .5 7 8 9 . 7 789. 8 7 9 0 . 5 7 9 1 . 3 7 9 1 . 8 791. 2 7 9 0 . 4 78 9 . 8 7 8 9 . 5 7 8 9 .2 789 .1788 . 9 78 8 . 8 7 8 8 . 8 7 88 .6 7 8 8 . 1 7 8 7 . 3 7 8 6 . 3 7 8 5 .378 4 . 0 782. 8 7 8 2 . 0 7 81 .2 7 8 0 . 7 7 80 .5 7 8 1 . 0 782 . 0 7 8 2 . 9784 . 2 7 8 5 .1 7 8 6 . 2 7 8 6 . 878 7 . 1 7 8 6 . 9787. 1 7 8 7 . 3 787 . 3787 . 7 7 8 8 . 2 7 8 9 . 7 7 8 9 . 9 7 8 9 . 3 7 8 8 . 5 7 8 7 . 9787. 7 7 8 7 .3786. 7 785 . 9 785 . 1 7 8 5 . 4 785. 3 78 5 . 2 7 8 5 . 3 7 8 5 . 6 7 8 6 . 3 786. 4 7 8 5 . 8 7 8 5 .3 7 8 5 .078 4 . 7 784. 5 784. 6 7 8 4 . 8 7 8 4 . 8 78 4 . 3 7 8 3 . 5 78 2 . 6 781 . 7 7 8 1 .4 7 8 0 . 9 781 . 5 7 82 .0 7 8 2 . 278 2 . 4 7 82 .4 7 82 .6 7 8 2 .4 7 8 2 .7 7 8 2 . 8 7 8 3 . 1 7 8 3 .5 7 8 3 . 578 3 . 3 7 8 3 .2 7 83 .3 7 8 3 . 578 3 . 6 7 8 3 . 6 7 8 3 .0 7 8 2 . 2 7 8 1 . 4 7 8 1 . 4 782 .0 7 8 3 . 2 7 8 4 . 1 7 84 .9 7 8 5 . 4 7 86 .1 7 8 6 . 9 7 8 7 . 7788 . 5 7 8 9 . 4 7 9 0 . 4 7 9 1 . 3 7 9 2 . 0 79 2 . 7 793. 3 7 9 3 .7 7 9 4 . 2 7 9 4 . 9 795 . 6 7 9 6 . 3 7 9 6 . 8 7 9 7 . 1 7 9 7 . 2 7 9 7 .5 7 9 7 . 5 7 9 7 .3 7 9 7 . 3 7 9 7 . 4 7 9 8 . 0798. 3 7 9 8 .6 7 9 9 . 0 7 9 9 . 4 7 9 9 .8 8 0 0 . 2 800 .3 8 0 0 . 4 8 0 0 . 8 8 0 1 . 2 8 0 1 .1 8 0 1 . 280 9 . 8 8 09 .6 8 0 9 . 5 8 0 8 .3 807 . 7807. 2 8 0 6 . 380 6 . 1 8 06 .0 8 0 6 . 0 806 .4 8 0 3 .4 7 9 8 . 2 8 0 8 . 7 8 0 8 . 2 8 0 8 . 1 8 0 7 . 8 8 0 7 . 5 8 07 .4 8 0 7 .080 7 . 0 806 . 9 8 0 7 . 3 807. 1 8 0 7 . 1 8 0 6 . 6 8 0 5 . 9 8 0 5 . 3 80 4 . 9 80 3 . 0 8 0 1 . 6 80 0 . 9 80 0 . 4 7 9 9 . 2 79 8 . 3 7 9 7 . 5 796 . 6 7 9 5 . 8 7 9 4 . 8 7 9 3 . 9 7 93 .3 7 9 2 .4 7 91 .8791 . 2 7 9 0 .7 7 9 0 . 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90 .6 7 790 . 7 0 7 9 0 .74 7 9 0 . 1 7 7 8 9 . 79 7 8 9 .55 7 8 9 . 92 7 9 0 .06 790 . 8 0 7 9 0 . 32 7 9 0 .27 7 9 0 . 2 0 7 9 0 .26790 . 3 8 789 . 9 9 7 9 0 . 7 6 7 9 0 . 7 2790.85FFE7 90 .4 2 7 9 0 . 7 5 7 9 1 . 0 0 7 9 1 . 1 2 7 8 8 . 9 5 7 8 9 . 4 2 7 9 0 . 8 0790. 8 4 7 90 .8 2 7 9 0 . 78 G G 78 6 . 4 3 787 . 0 2 7 8 6 . 5 0 7 86 .39 7 86 .51 7 86 .4278 6 . 2 7 7 8 7 78 6 . 6 5 78 6 786 .3 3 7 8 7 .59 7 99 .1 9 7 8 7 . 78 787 . 1 7 7 9 0 . 6 2 7 8 5 . 96786 . 0 3 7 8 6 . 0 6 786 .6 6 7 8 6 . 8 0790.72FFE790.73FFE7 8 6 . 7 1 7 8 5 . 5 9 7 8 6 . 4 4 7 8 6 .3578 6 . 3 8786 . 3 8 7 8 6 . 3 2 786. 3 4 786 . 2 8TPTPTP7 9 5 . 0 6 7 9 5 . 6 0 797 . 1 3 7 9 6 . 7 7 9 5 . 7 8 7 9 5 .17 7 9 5 . 4 9794. 8 1 R 7 9 2 . 5 9TPTP7 9 5 . 9 4 796.85TCF79 6 . 5 6 7 9 6 .48796. 5 0 7 96 .0 3 7 9 5 . 54 7 9 6 . 0 6 795 . 3 3 7 95 .9 3 7 94 .7 5 7 9 5 . 0 5 7 9 6 . 7 379 6 . 1 2 7 9 6 .7779 6 . 8 5 7 9 6 . 9 1 7 9 6 . 7 3 7 9 6 . 6 5 7 9 6 . 6 4 7 96 .1 8 7 9 5 . 8 8 7 9 6 . 3 7 7 9 5 . 6 3796 . 3 0 7 9 6 .34 7 9 5 .76 796 . 6 9 796 . 6 2 7 9 6 . 6 6 7 9 6 . 3 4 7 9 5 . 7 9 7 9 5 . 6 3 7 95 .5 8 7 9 5 . 5 3 794 . 3 4 7 9 4 . 5 0794 . 4 3 7 9 4 . 5 5 7 9 4 . 1 2 7 9 4 . 4 7 7 9 5 . 0 8 7 9 5 . 1 1 7 9 5 .77 7 9 5 . 6 5 7 9 5 . 9 4 7 9 6 . 0 4 795 . 7 9795. 8 9 7 95 .8 7795 . 5 8 7 9 3 . 44 793 . 9 1 7 9 3 . 7 0 793 . 6 2 7 9 3 . 21 7 9 3 . 6 6 793. 7 8 7 93 .7 6 7 9 4 .15 7 9 3 .56 7 9 3 . 9 7 7 9 4 . 3 4 7 9 3 . 8 9 7 9 4 .13 7 9 4 . 5 2 7 9 4 . 2 3 7 9 4 .31 7 9 4 . 66 7 9 4 . 2 7 7 9 4 . 5 3 7 9 4 . 4 6 7 9 5 .47795. 0 1 7 9 4 . 6 1 7 9 5 . 1 4 7 9 5 . 0 5 7 9 4 . 5 8 794 .7 4 795 . 2 0 79 4 . 9 0 7 95 .5 7 7 95 .12 7 9 4 . 90 7 9 5 . 4 1 7 9 5 . 40 7 9 4 . 8 7 7 94 .91 7 9 5 . 3 9 795. 0 6 7 9 5 .54795 . 3 3 7 9 5 . 7 4 7 9 3 . 26 7 9 0 . 3 6 7 89 .85 7 9 3 . 03 7 9 3 . 4 2793. 3 4 7 9 3 . 8 0 7 9 3 . 7 9 7 9 2 . 4 779 2 . 4 9 7 9 4 . 21794. 6 6 7 9 3 .3779 3 . 3 2 7 92 .46 7 9 2 .53 7 9 2 . 9 6 7 9 3 . 0 0 7 9 2 . 8 9792 . 3 7 792 .3 3 792 . 9 0793 . 0 3 7 9 3 . 2 4 792 . 4 4792 . 2 0 7 92 .0 3791. 6 3 7 9 2 . 1 1 7 9 1 . 9 8792. 1 3 .1 8 0 7 7 9 1 .61 7 9 2 . 1 0 7 9 3 . 40 7 9 2 . 9 7 7 9 1 . 71 7 9 1 . 6 3 7 9 1.3 0 73 7 9 0 . 2 7 9 0 . 5 7 9 0 .4790. 3790 . 2 6 7 9 0 . 1 9790 . 4 7 9 0 . 3 790. 1 7 9 0 .1 7 8 9 . 76 7 8 9 . 7 7 9 0 . 1 7 9 0 .0 7 8 9 .5 7 8 9 . 4 7 8 9 . 7789 . 7 78 9 . 4790 . 0 6 789 . 6 789 . 1 788. 7789. 2 789 . 4788 . 8 7 8 8 . 7 7 8 9 . 4 7 89 .4 7 8 9 . 1 4 7 8 8 . 678 9 . 3 7 8 8 . 5 7 8 9 . 2 7 8 9 . 1 7 8 8 . 8 7 8 9 . 1 7 8 8 . 9 7 85 .8 7 8 5 7 8785785 . 7 8 7 85 .6 5 78 5 . 3 7 785 .4 6 7 8 5 .8 7 8 5 . 9 787 8 5 . 1 6 7 8 7 . 0 9787.48TCF78 6 . 7 7 8 6 .74787 . 2 7 8 7 . 6 7 8 7 . 1 787 78 7 8 7 . 4 7 8 7 . 6 5 7 8 7 . 72 7 8 7 . 9 378 7 . 7 9 7 8 7 . 7 2 7 8 8 . 1 7 7 8 7 .6778 7 . 7 4787 . 8 7 8 7 . 8 7 7 8 7 8 787789 . 0 3 788 .4 0 7 8 9 . 3 4 7 8 8 . 0 3 787.4FF7 8 7 . 2 1 7 8 7 .3 7 8 7 . 5478 6 . 6 7 8 5 . 9 787 .8 7 8 6 . 7 7 85 .5 7 8 7 . 1787 . 2 7 8 6 . 8 7 8 7 . 9 7 8 8 .3 7 8 7 . 9 7 8 7 . 4 7 8 8 . 1 6788. 0 7 7 8 7 . 8 6 7 8 7 . 3 9787 . 6 0788 . 2 7 8 9 . 0 7 8 8 . 1 7 8 7 .5 7 88 .3 7 8 8 . 5787. 7 7 8 8 . 6 7 8 8 . 8 7 8 8 .8 7 8 8 . 4 789 . 1 7 8 8 . 9 788 . 5 3 7 8 8 .9 788 . 4 5 7 87 .8 6787 . 4 8 7 8 8 . 3 7 8 6 . 7786. 6 7 8 6 . 578 6 7 8 6 . 8 3 78 6 0785 7 8 5 7 8 5 .64 7 8 6 .07 7 8 5 7 8 6 .26 7 8 6 795 . 7 8 7 9 7 . 1 7 9 7 .179 4 . 9 7 9 4 . 2 4 7 9 4 .37 7 9 4 .78 7 9 5 . 9 1 7 9 5 . 4 2 795 . 8 7 7 9 6 . 2879 6 . 0 3 7 9 5 . 9 0 7 9 5 . 7 1 7 9 5 . 6 4 7 9 5 . 48 7 95 .0 5 7 9 5 . 2 8 7 9 5 . 15 795. 0 2 7 9 4 . 9 0 7 9 4 . 5879 4 . 5 7 7 9 5 . 2 6 794 . 9 5 7 9 5 . 4 9 7 9 4 .66 7 9 5 . 0 4 8 0 5 . 7 8 06 .5808.96BLD HT796.88TCF7 9 5 . 1 4 7 9 5 . 6 5 794 . 9 2 7 9 5 . 4 4 7 9 4 . 9 0 7 98 .0679 4 . 9 6 7 9 5 .46 7 9 5 . 47794 . 9 1 7 9 4 .96 7 9 5 . 4 6 7 9 5 . 4 3 794 . 9 8795. 4 9 7 9 4 . 58 7 9 4 . 1 5794. 6 8 7 9 3 . 5 3 7 9 2 . 93 793. 0 7793 . 6 0 7 9 3 .78 7 9 3 . 3 2 7 9 3 .78793. 6 8793. 1 6 7 9 3 .19 7 9 3 . 70 7 9 3 . 7 2793. 1 6 793 . 8 3 7 9 4 .39 7 9 7 . 9 7 9 0 . 6 5 7 9 1 . 4 3790 . 9 6 791 . 3 6 7 9 0 . 9 3 7 9 1 . 3 2 7 90 .9 9 7 9 1 . 2 2 7 9 3 . 69793 . 1 1 7 9 0 . 2 3 791. 0 0 7 9 0 . 5 4 7 90 .7 1 791 .1 7793. 0 3 7 9 2 . 5 3 7 9 2 . 76 7 9 3 . 73 7 92 .3 9 790 . 9 3 7 9 0 . 8 3 7 9 2 . 24 7 9 2 . 0 7 7 91 .1 4 7 9 0 . 3 7 7 9 1 . 1 1 7 9 2 . 10 EEEE E EEE E E E TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473LOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R00134731104WATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSOREDGE OF TREESHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' UTILITYEASEMENTPER DOC. 1999R0031334ON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WCIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473 0.08' W0.18' N10"6""2"8"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10EXIBUIFENCE X17.34' WFENCE X0.41' EFENCE X0.11' W12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.BIT.CONC. WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BGROUNDSBUILDING12G12G8G8GHWL = 791.00NWL = 786.00793.20± M.E.794.76± M.E.799.30799.90799.15799.15799.15799.50799.50798.00797.75798.50798.50798.50798.45798.45R 797.50797.45797.70797.85797.85797.85797.85797.20797.00797.60797.60FF 798.40FF 800.00FF 799.45FF 799.00FF 797.72FF 797.72FF 797.25FF 797.50FF 799.00FF 799.00FF 799.00FF 798.75797.25797.25797.45797.25797.70797.70797.70798.35798.00798.00798.40798.25798.40798.20798.05797.90798.67798.05797.85798.95798.95797.70797.85798.90798.00798.20798.95798.90798.70798.45798.20798.35798.00797.75798.40797.80798.00798.45798.40798 75798.15798.75798 30F/G 798.95F/G 798.95F/G 798.95F/G 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M.ER 796.30796.40796.50R 797.00R 797.00R 797.00R 797.00R 797.00R 795.40R 796.05R 796.05R 796.05R 796.05R 796.05R 796.30R 796.25796.50R 796.00R 796.00R 796.60R 796.70R 797.03R 797.03R79680R 796.80R 797.25R 797.25R 797.25R 797.25R 796.80R 796.80R 797.25R 797.25R 797.25R 797.25R 796.70R 797.30R 797.75R 797.80R 797.60798.20R 797.80R 797.60R 797.60R 797.45R 797.45R 798.90R 794.60R 794.69± M.E.R 794.87± M.E.R 794.70R 798.00R 797.30R 798.00R 799.50798.20± M.E.796.00± M.E.794.00± M.E.793.20± M.E.794.00± M.E.792.00795.00790 790 795 790 795 790 795 790 795 790790790793793792792793792791791791791798.50798.50798.50797.50797.00796.50796.20796.50797.00796.80796.50790 790 790 790 790789788787786 789788787786CONSTRUCTION ENTRANCESILT FENCEINLET SEDIMENTATION CONTROLDEVICE TYPICAL FOR ALL STORMSTRUCTURES WITH OPEN LID INPAVED OR GRASS AREASLEGENDTEMPORARY CONSTRUCTIONENTRANCECONCRETE WASHOUTRIP RAPEROSION CONTROL BLANKET7 9 6 .3 7 9 6 3798. 28. 2797986 .3 6 .3338 0 3 . 3 3 . 3 00 3 8 0 1 . 8 0 1 8 7 9 6 . 2 7 9 628 0 6 . 7 8 0 4 .9 4 .9 8 0 680 7 . 380 7 8 0 8 . 2 8 0 8 0 7 .2 8 0 1 . 0 8 0 0 1 . 0 8 0 7 . 575 8 0 6 .6 8 0 7 . 2 8 0 7 8 0 5 . 9 8 0 6 . 2 0 6 8 06 .2 8 0 5 . 2 880 2 . 380 2 . 3 7 9 9 . 0 7 9 9 0 7 96 .4 7 96 488079 5 7 9 4 . 8 879 579 8 7 9 4 . 5 0 7 9 4 . 4 9 7 9 4 . 5 0 7 9 4 . 5 0 7 9 7 9 5 .6227 9 5 . 0 5 7 9 5 .62 7 9 5 .62 7 9 5 . 1 7 795 . 5 75575 7 7 9 5 . 1 7 7 9 5 . 1 7 11 5 7 5 7 7 9 5 . 8 9 5 8587 9 6 1 6 1 6 111 6 1 6 7 9 6 . 1 1 7 9 5 . 6 9 7 9 6 . 1 6 7 9 6 . 1 6 6 1 8 1 8 7 9 5 . 1 11 8 1 8 7 94 .76768888 11 88 7 9 5 . 1 7 9 5 . 147477 9 5 7 9 4 . 7 9 7 9 7 9 7 9 5 . 2 2 2 2 2 2 7227272 9 4 72 72727222 2 2 2 2 9 5 . 2 5 . 2 227272 7 9 4 . 9 04909 0 7 9 5 . 1 2 5 7 9 5 . 0 9 7 95 .5 1 7 9 5 . 9 1 7 9 5 .9292927 9 5 .63 7 9 7 9 7 9 4 . 8 7 9 4 . 8 88 7 8 7 9 5 3 4 3 4 3 4 3 4 3 4 8 7 8 7 8888 3 4 3 4R 7 9 4 . 4 7 9 479 4 . 4 1 794 .8 579 4 . 4 179 4 . 4 1 7 95 .0 7 7 9579 4 . 6 279 4 795 . 4 1 7 9 5 . 1 1 795 . 4 1 795 . 4 1 7 9 5 . 8 6 7 9 5 . 4 2 7 9 5 . 8 6 7 9 5 . 8 6 7 9 5 .28 7 9 5 .70 7 9 5 .2 7 9 5 .2 7 9 4 . 9 1 7 9 4 . 83795 . 1 9795 9 5 1 5 5 5 1 7 1 7 9 4 . 6 9 77 9 6 9 6 9 . 6 7 9 777 1 5 1 5 55 . 1 1 77777777 9 6 . 6 . 679 6779 6 78 1 0 . 0 809 . 2 809 . 2 806 .6 8066.6 0 2 .558 0 2 .5 8 0 2 8 0 2 .5798 . 7798 7798 . 7798 . 7877 7 9 5 . 9597 9 5 9 55447 9 5 .45454. 4 479 6 . 479 6 . 4779646 . 4 79 9 . 979 9 9 9 9 979 9 . 9 8 0 3 .3338 0 3 .3 8 0 6 . 7 7 8 0 6 . 7776 . 7 6 . 7 8 06 .2 8 06 .2228 0 2 . 4 0 2 4 8 0 9 9 .117 9 9 . 7 9 9 .1 7 7 9 6 . 6 7 9 5 .9 9 5 9 7 9 6 . 2 7 9 6 . 2 2226262262 79 6 . 7 9 6 .797. 7797. 8 0 0 . 1 8 0 0 . 1802 . 402 480805 . 68055656804. 545804 801. 201 2880 7 98 .1 98 1 77 7 96 .4 7 96 .46464796 . 3796 . 3 363633637 96 .0 96 .0 96 0606096 7 9 6 . 1 9 6 1 7 6 . 1 6 . 1 7 9 7 . 6 7 9 7 . 7 9 9 . 9 7 9 7 9 9 .801. 901. 988 04 .6468 0 3 .6368 0 3 8 00 .4 8 0 0400 4 7 9 7 . 3 3 7 9 7 7 9 5 . 5 7 95 .3 7 95 53537 9 4 .5 7 9 7 . 1 9 7 1 7 9 77 802 .0 802 .0988 7 9 9 . 8 7 987 9 9 7 9 5 . 7 7 9 5 7 7 7 9 3 .1 7 9 3 .11808. 282 807 . 77. 77. 7 80 6 . 080 6 00 8 0 5 . 5 8 07 .487 9 0 . 6 7 9 0 . 4 7 90 .7 9 7 9 1 . 6 7 9 2 . 1 7792 . 8 7 9 3 . 8 7 9 4 . 779 5 . 6 6 7 9 6 . 8 8 7 9 8 . 1799 . 4799 800 . 4040. 4 8 0 1 . 6 8 0 3 . 0 8 0 4 . 5 0 4 8 0 5 . 9 9 8 0 7 . 2 8 808 . 5088 09 .2 8 09 8 0 9 . 5 5 809 .4 8 0 9 . 4 8 0 9 . 5 809 . 4 8 0 9 .7809. 480 9 . 080 9 . 0 8 0 8 .8 8 0 7 .9 0 7 1 0 7 1 806 . 8 8 0 808 . 808 8 0 8 . 2828 . 2 8 0 8 .0 8 0 7 . 8 8 07 .8 807 . 9 9 8 0 7 . 1 8 0 6 . 0 804. 74. 7 8 0 3 .5 8 0 3 8018 0 0 . 606 799 . 4799 7 9 8 . 1 796. 8 7 95 7 9 7 9 7 9 79791. 41. 4 7 9 1 . 579 1 . 7 791 .8 9 7 . 4 9 7 7 9 7 . 2 7 7 9 7 .0 8 0 1 . 2 8 8 0 1 .1 8 8 0 1 . 2 8 080 9 . 8 8 09 .6 8 0 9 . 5 8 0 8 .3 807 . 707807. 207728 0 6 . 3 6 . 380 6 . 1 0 6 . 1 8 06 .0 8 0 8 0 6 8 0 6 806 .4 8 0 3 8 0 3 88 8888 7 9 8 . 2 9 8 77 . 2 8 0 8 . 7 8 0 8 . 2 8 0 8 . 1 8 0 8 8 0 7 . 8 8 0 7 . 5 8 07 .478 0 7 .0080606 7 9 1 . 7 9 1 1 77 792 . 079 2 . 179792. 3 3 7 9 6 .4 9 6 7 9 6 . 0 7 9 5 .7 7 9 9 . 5 5799 . 8 7 9 9 . 9 8 0 0 .1 794 . 3 4 7 9 4 . 5 0794 . 4 3 7 9 4 . 5 5 9 4 . 1 2 7 9 4 . 4 7 9 4 1 2412 7 9 5 . 0 8 9 5 0 9 5 7 9 5 . 1 1 9 5 . 5 9 5 5 7 9 5 .775777 9 5 . 6 5 7 9 7 9 5 . 9 4 7 9 5 . 9 9 5 9 5 9 5 9 7 9 6 . 0 4 9 6 0 4 7 9 795 . 7 9795. 8 9 9 1 9 1 7 95 .8 7 9 1 1795 . 5 8 3 . 44 7 9 3 4 793 . 9 193 . 9 7 9 3 . 793 . 6 2 6 23213. 6 2 6 2 22 7 9 3 . 6 636 793. 7 837 93 .7 6 7 7 9 4 .15 7 9 3 .56 9 7 7 7 9 3 . 93979 7 7 9 3 .56 7 9 3 .5659 7 9 4 7 9 3 . 8 7 9 4 7 9 4 7 9 4 7 7 7 92 .46 7 247 9 2 .53357 9 2 . 9 6 7 9 2 7 9 3 . 0 0 7 9 2 . 8 9792 . 3 7 2 . 37792 .3 3 392.792 . 9 0927792 . 3 7792 . 3 7 22793 . 0 33037 9 3 . 2 4 7 792 . 4 4792 . 2 0 2 7 92 .0 3 7 9791. 6 3791 7 92 .0 3 7 92 .0 3 99 7 9 2 . 1 1 7 9 1 . 9 8 7 792. 1 3 .1 8 0 7 7 9 1 .61 .61 7 7 9 2 . 1 02109 2 9 2 7 9 1 .61 7 9 1 .61112 7 91 .3 0 7 9 7 7 9 0 . 2 22022 7 9 0 . 5050 . 5 0 .447 9 0 .4040 .4790. 30790 . 2 6 6 22 6 2 6 2 6 7 9 0 . 1 9 7 0 790 . 470 . 4 7 9 0 . 3 . 3 790. 1907 9 0 .1 9 0 7 8 7 8 78 7 8 7 . 4 7 8 7 . 6 5 6 5 6 5 55 7 8 7 8 7 . 72 72727272 7 8 7 . 9 3 778 7 . 7 9 7 9 7 9 . 7 7 8 7 . 7 2 7 2 7 8 8 . 1 7 8 8 . 1 8 . 1 8 8 7 8 7 .67778 7 . 7 4 7 4 7 8 7 .67 7 8 7 .6777787 . 87877 8 7 . 8 7 8 7 7 7 8 7 8 787789 . 0 3 788 .4 0 78 33 7 8 9 . 3 4 9 . 3 4 7 8 9 . 3 9 . 3 7 8 777 7 8 7 9 7 . 1 7 7 7 9 7 .1 7 9 7 .13366 9 6 . 2 9 6 . 2 6 . 2 . 2 7 9 7 9 7 9 779 4 . 9 9 4 9 4 7 9 4 . 2 4 7 9 4 7 9 4 .373777 9 7 9 9 4 7887883737377777 9 7 9 5 . 7 9 7 979 6 . 0 360377 9 5 . 9 0 7 9 5 . 9 99 7 9 5 . 7 1 7 9 6 . 6 7 9 6 . 6 7 9 5 . 6 4 6 4 7 9 5 .9 7 9 5 .9 5 .9 .9 7 9 5 . 4887 95 .0 5 7 95 .0 5 7 9 5 . 48 7 9 5 . 4888 7 9 5 . 2 8 7 9 5 . 22 7 9 5 . 15 77 9 5 .4 7 9 5 .4 .4.4 5 . 151515 795. 0 2795. 0 2790 7 9 4 . 9 0 9 4 . 9 04904 . 94909 7 9 4 . 58 5 5 7 5 7 5858585879 4 . 5 55 745455555 5 7 5 7 7 9 4 .66 9 5 0 46666 8 0 5 . 7 8 0 5 . 7 0 5 0 5 . 5 0 5 . 5 5 8 06 .5 66 87 9 5 7 96"6"6"6""6"8"9 WW33333 11 WWWWW333333 WW0 1 0 1 0 1 0 18 8 0 8 0 8 0 8 00.08.080.08 0 8 0 8 0 8000 NN3 . 3 NN0 3 3338 N8 18 0 3 8 0 3 0 3 8 0 8 0 8 0 8 0 8 0 8 018188000010.0.010"177 77 010100177011"""2"8"88886""33603036900 22" x 272222222 18"5"661BIT.CONC. WALKCONC. W77 9 6 7 9 6 7 .79 6 .79 677C77ONC WWOODOWOK2 7 2DECK8 7 7 2 8 7 7 2 7 2 7 2 77 KWOODWWOOENCE0404EFEEL24B4BLDG9AAGB97 9 7 7 9 7 9 7 L24AABLDG 10BL1BBLDG 10B8G8GGG7791791793.20±M.E.±M.M7 9 4 7 9M7 9 4 7 9 4 7 9 4 7 9 4 7 9 744370370793793997 9 3 . 21 7 9 3 . 21 79379379379 7 9 3 7 9 3793.20±M.E.7794.76±M.E7 9 5 . 1 7 9 5 1 7 94 7 94 7 9 5 . 7 9 5 7 9 7 9 7 9 7 7 9 4 . 7 7 9 4 . 7 7 9 7 9 944794 . 3 4 794 . 3 494 4504507 9 7 9 77577 EEE7977994799.30799 307799.90799 90799.9079775060644799.1594949998 0 6 .4 8 0 6 .49980 68080 8 0 8 0 6 .4 6 .4 .4.479970 3 .4 0 3 .4 0 3 0 3 597.72801. 909 8 0 8 0778 0 8 0.. 9 999 ....7.7FF 799F 77 3559900799.0900FF 799.09FFF 799.0LDG 9ALDG 9AAG9A9A997 9 7 9 7 9 7 99.098.75888FF 798F79898877LDG 10BLDG 10BLL11BB88888798.008.00800.0080798.2007979798.9579797980 7 . 180 7 . 180 780 7798.908.9770070700798.7070.709090798.45457978889089090908 798.358.3579879888999999999999989899887798.0087988999999999999999889898877797.75797.750000798.40330797.8077779977798.00.008.8988080798.4598.458459959500798.40000040097.8097.8079879898989999997798 7555798.15797798.75798.757887798 30989999779F/G 798.95F/G 798.95F/G 798.9598988 0 8 0 9 0 9F8 0 8 0FFF F/G 7989F/G 798990908.909798890909797.907.79722 779790797.727797977977797 727.72.7.727.727.727.72.72797.505077979887979977797.5007777707797.77797777977700797977777779797797 30975588797.5597555588 8 0 5 . 9 0 5 . 9 75599790 5 9 0 5 9799750750577797.05079777777795797.907790.35.3338.3.33379797988797.75971212798.3597989798933379877987778877797.757577978 0 1 8 0447.400007.657.65668 0 1 . 6 8 0 1 . 6 8 0 1 . 6 1 . 6 . 6 . 6 . 6 . 6797.65657778 0 8 079778 0 3 8 0 37977797.30779879 6 .4 9 6 .4 9 6 9 6 BLBLBB88.500798879799798.658.9 5 9 5 .658.500887 9 7 99888797798799 797.43777 9 7 9 37 9 9797.73779 279 277 9099 7797.3893388797.030R R R00R796807808940940796.800R 797797.30797.309979966252R 797.22R798RRRR 22R797.25979778 0 6 8 0 678R 77 R977.2R 797.307RR 797 30797.75797 7R 797R7RR79R 797 798 1598 15559899898R 797.80797.80000R980R 797 8806044R 797.6R770667.757.7555798.20798.2077700R 797.45788799884488RR8 0 6 8 0 6 778 0 7 .0 8 0 7 .0 8 0 7 .0 8 0 7 .0888800R 798.9090799.30799.30R 794.60794.60RR7944.60R 794.69± M.E7 9 4 . 9 1 7 9 4 . 9 1 8383 79 5 . 179 5 9 5 9 5 1 7 9 4 6 7 9 4 7 9 4 7 9 4 464679 5 . 179 579 579 5 9 5 9 5 . 1 7 9 4 . 2 4 9 4 . 2 7 9 4 9 4 7979797967 9 4 .37 7 9 4 .37 4 .37 4 .3 7 7 9 4 . 2 4 7 9 4 . 2 7 9 4 . 2 9 4 2 9 4 9 4 9 4 9 4 7 9 4 .7 7 9 4 .7 7 9 4 .3 7 9 4 .3 7 9 4 .3 9 4 .3 7 9 4 .66 7 9 4 .66 7 9 5 . 0 7 9 5 . 0 7 9 4 .6 7 9 4 .6 9 4 .6 9 4 .6969±996...3R 794.87± M.E.7 9 4 . 5 0 7 9 4 . 5 0 7 9 4 . 4 9 7 9 4 . 4 9 7 9 4 . 5 0 7 9 4 . 5 0 7 9 4 . 5 0 7 9 4 . 5 0 7 9 4 8 7 9 4 9 4 9 4 7 9 5 . 3 7 9 5 7 9 4 7 9 4 7 9 4 7 9 4 7 9 4 . 5 9 4 . 579 479 4 7 9 4 7 9 4 7 9 4 9 4 7707070770R 794.779RRR 794477707R 799.50R799500790790 795795 790790 790790 790790 NCE80 N8080AAA8TRATRRARARAATRT.00TRUCTION ENTUCTION ENEETT8 E8 06 8 06 8 06 8 06 8 0 6 . 0 8 0 6 . 006.406.44ST8080CONS55ON5C00006565 TRUCTION ENNTTCACONSNNTRASTCOCARASNSRTRAANAN7987988080808080808080 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.6 Eros20776.dwg3/25/2021EROSION CONTROL PLAN - NORTH AUTHENTIX - MCHENRY SEE SHEET C5.71" =060 6060'30 81 2 . 5 6 812 . 5 8 1 1 .8 8 1 3 . 0 8 1 2 . 6 8 0 8 . 880 1 . 7 7 9 3 . 378 7 . 7 7 8 6 . 0784 . 4 7 8 8 . 8792. 3 8 0 0 .2808 . 3 8 1 2 . 4 813 .881 4 . 4 8 14 .4814 . 2 8 1 3 . 2 8 1 3 . 1 8 1 4 .081 2 . 8 8 0 8 . 0 8 0 1 .8793. 5 785 . 0 7 87 .9 7 9 6 . 0 8 0 4 . 4 8 1 2 . 5 813 . 6 8 1 3 . 3 8 13 .1 8 1 0 . 6 803 . 6 795 .4 7 8 6 . 4784 . 1 7 8 3 . 9 7 8 6 . 4 7 9 3 . 9 8 0 4 . 7 8 1 1 . 2 8 1 3 . 5 814 . 1 8 1 4 .8 8 1 4 . 2 8 1 4 . 8 8 1 4 . 1 8 8 1 4 . 3 4 8 1 4 .17814. 4 0 814 . 2 7 8 1 3 .7 8 1 4 . 6 8 1 3 . 9 816. 0 8 13 .6 8 14 .0814. 8 8 1 3 . 75 814 . 9 8 1 4 . 2813. 6 8 1 3 . 9 813 . 6 8 1 3 . 8 8 1 3 . 3 813 . 2 8 12 .8 8 1 2 . 7 8 1 3 . 1 8 13 .4 5 8 13 .3 0 8 1 4 . 9 8 1 3 .2 813 . 3 8 1 4 . 1 8 1 3 .60 8 1 3 . 8 6 8 1 3 . 8 8 8 1 3 . 8 6813 . 8 5 8 0 1 . 4 8 0 1 . 1800. 5 8 0 0 . 8 8 00 .4 803 . 5 4 803 .3 8 8 0 3 .5080 0 . 2 8 0 0 . 3 8 0 0 .27 8 0 0 . 3 6 8 0 0 . 0 7 9 8 . 6 7 9 8 . 6 7 9 8 . 5 7 9 8 . 4 798 . 9 7 9 8 . 7 7 9 6 . 9 7 9 8 . 1796 . 4 7 9 7 . 2 7 9 7 . 2 7 9 7 . 6 7 9 6 . 5 7 9 6 . 0 7 95 .6 7 9 5 . 1 7 9 5 . 2 7 9 5 . 1 7 96 .3 7 9 4 . 0 79 4 . 0 7 94 .2 7 94 .6794 . 7 7 9 5 . 4 7 9 4 . 6 794. 7 7 9 5 . 0 7 9 4 . 2 7 9 4 .0 7 9 4 .2 7 9 4 . 1 79 4 . 0 7 9 4 . 1 7 9 4 .3 7 9 3 . 3 793. 4 7 9 5 . 2 7 9 7 .2 8 0 0 . 1800. 4 7 9 6 .3798. 2 8 0 3 . 3 8 0 1 . 8 7 9 6 . 2 8 0 6 . 7 8 0 4 .9 8 0 6 .480 7 . 3 8 0 8 . 2 8 0 7 .2 8 0 1 . 0 8 0 7 . 5 8 0 6 .6 8 0 7 . 2 8 0 5 . 9 8 0 6 . 2 8 06 .2 8 0 5 . 280 2 . 3 7 9 9 . 0 7 96 .4 7 9 6 . 3 7 9 9 . 2 8 0 2 . 6 804 . 2 8 0 5 . 9 8 0 7 . 0 8 1 0 . 4 8 0 8 .5 8 0 7 . 2807. 6 806 .5 8 0 6 . 0 8 0 6 .1806 . 4 8 0 5 . 8 8 0 6 .3 8 0 6 8 0 8 0 7 8 0 5 .9807 . 8806. 580 5 . 8 8 06 .380 9 . 6 8 0 7 .4 8 1 0 . 2806 . 1 8 0 7 . 0 8 0 9 . 681 1 . 4 8 11 .6810 . 9 8 1 1 . 3 810 8 1 1 . 1 8 1 1 . 5 8 1 1 . 2 8 08 .9 808 .480 9 . 4 8 1 0 . 3 8 1 0 . 1 8 0 9 . 3 8 0 7 . 580 7 . 1810 . 1 80 9 . 4 8 0 7 . 0 8 0 6 .6 8 0 6 . 8 8 0 8 0 7 .0 8 0 7 .1 8 07 .2 8 0 7 .2 8 0 6 . 3 806. 2 8 0 8 . 9810. 2 8 0 9 . 1 8 07 .5 8 0 6 . 0 8 0 7 .0806 . 9 8 0 6 .8 8 1 0 .8805 . 080 5 . 3 8 0 5 . 3 80 5 . 8 8 0 5 . 3 8 0 5 .780 6 . 2 8 0 5 . 2 807 .0 8 0 6 . 2 80 5 . 9 8 0 5 . 3 807 . 7 7 9 5 . 7 9 5 7 9 6 . 2 1 7 7 9 6 . 8 5 7 9 6 . 49 7 9 5 . 9 2 7 9 5 . 9 0 7 9 5 . 8 9 7 9 6 . 81 796 . 1 8 7 9 6 . 1 2 G 796 .8 2 7 96 .2 4 796 . 7 4 7 96 .7 2 7 96 .77 7 9 6 . 3 1 7 9 6 .26 7 9 6 . 3 7 7 794797 9 4 .93 795 . 4 2 7 9 5 . 1 5 795 . 2 4 PPM MONITOR7 9 5 .77 7 9 5 . 7 9795. 2 7 7 9 5 . 5 8 7 9 5 . 1 5 7 9 5 . 4 2 7 9 4 . 94 795. 0 4 7 9 4 .9879 5 . 2 8 7 9 4 . 8 2 7 9 4 . 5 0 7 9 4 . 4 9 7 9 5 .90 7 9 5 . 8 6 7 9 5 . 8 4 79 5 . 7 6 7 9 5 .62 7 9 5 . 0 5 7 9 5 . 1 7 795 . 5 7 7 9 5 . 8 796 . 0 0 796.81FFE7 9 6 . 7 2 7 9 6 . 1 6 7 9 5 . 6 9 7 9 5 . 1 8 7 94 .76 7 9 5 . 6 9 795. 9 7 7 9 5 .40 795 . 1 679 5 . 2 2 7 95 .6 3 7 9 5 . 1 5 7 9 4 .92 7 9 5 . 4 2 7 9 5 .17 7 9 5 . 2 2 7 9 4 . 72 7 9 4 . 9 0 7 9 5 . 1 2 7 9 5 . 0 9 7 95 .5 1 7 9 5 . 9 1 7 9 5 .92 7 9 5 .63 7 9 4 . 8 7 7 9 5 . 3 4R 7 9 4 . 4179 4 . 4 1 794 .8 5 7 95 .0 779 4 . 6 2 795 . 4 1 7 9 5 . 1 1 7 9 5 . 8 6 7 9 5 . 4 2 7 9 5 .28 7 9 5 .70 7 9 4 . 9 1 7 9 4 . 83795 . 1 9 79 5 . 1 5 7 9 4 . 6 9 79 6 . 6 8 1 0 . 0 809 . 2 806 .6 8 0 2 .5798 . 7 7 9 5 . 9 7 9 5 .479 6 . 4 79 9 . 9 8 0 3 .3 8 0 6 . 7807. 7 8 0 9 . 7 8 1 0 . 5 810 . 6 809 . 5 8 0 8 . 7 8 06 .2 8 0 2 . 4 7 9 9 .1 7 9 6 . 6 7 9 5 .9 7 9 6 . 2 79 6 . 7797. 7 8 0 0 . 1802 . 4805 . 6 8 09 .0 8 0 9 . 9 8 1 0 . 3 8 1 1 . 0809 . 9 8 0 8 . 3 804. 5 801. 2 7 98 .1 7 96 .4796 . 3 7 96 .0 7 9 6 . 1 7 9 7 . 6 7 9 9 . 9801. 9 8 04 .6807 . 1 8 0 8 . 7 8 0 9 . 6 8 0 7 . 2 8 0 6 . 7 8 0 6 .0 8 0 3 .6 8 00 .4 7 9 7 . 3 7 9 5 . 5 7 95 .3 7 9 4 .5 7 9 7 . 1 7 99 .7 8 0 2 .2 8 0 4 . 1 8 0 4 . 2 8 0 4 .5 8 0 2 . 3 802 .0 802 .0 7 9 9 . 8 7 9 5 . 7 7 9 3 .1 8 0 2 .8802 . 9 802 . 5 8 0 3 .1 8 0 4 . 2 8 0 3 . 2 7 9 6 . 2 7 8 5 .0 7 8 3 . 9 785. 0 7 8 5 .6 7 8 8 . 6 7 9 2 . 1 795 . 9 7 9 9 . 3 8 0 3 . 2 8 05 .0 805 . 8 8 0 5 .5 8 0 8 . 1 8 0 7 . 4 8 0 7 . 5 8 0 7 .6 8 0 6 .4 8 0 2 . 7 8 0 0 . 9 7 98 .6 7 9 4 . 5 7 91 .9 789 . 6 7 8 7 . 5785 . 6 7 8 5 . 1 7 8 4 . 6 784 . 1 7 8 3 . 7 7 8 4 .5 7 8 5 .1 785 . 6 7 8 7 . 4 7 8 9 . 4 7 9 2 . 6 7 95 .1 7 9 5 . 9 7 9 8 . 4 80 0 . 980 5 . 1 807 . 3 809 .0 8 1 0 . 081 0 . 2 8 1 0 . 2 8 0 9 . 7 8 0 9 . 8 8 0 9 . 7 8 1 0 . 3 808. 2 807 . 7 80 6 . 0 8 0 5 . 5 8 0 5 . 8 805. 8 8 05 .580 6 . 0 806 . 3 8 0 6 8 07 .4807 . 2 80 7 . 1 8 0 7 . 2 8 0 7 . 2 80 6 . 9 806. 2 805 . 8 80 5 . 1 804 . 6 8 0 4 7 8 9 . 8 7 8 9 . 9 7 89 .9 7 9 0 . 2 7 9 0 . 6 7 9 0 . 4 7 90 .7790 . 8 7 9 0 .9 7 9 1 . 079 1 . 1 7 9 1 . 4791. 6 7 9 2 . 0792. 2 7 9 2 . 4 7 92 .6792. 7 7 93 .2792 . 8 7 93 .1 7 9 2 . 8793 . 3793 . 0 7 9 3 .4 7 9 4 . 2 7 9 4 . 9 7 9 5 .8 7 9 6 . 8 7 9 8 . 0 799 . 2 8 00 .5 8 0 1 . 3 801 .8 8 0 2 . 4 8 0 3 . 2 8 0 3 .9 804 . 6 8 0 5 . 6 8 06 .7 8 0 7 . 6 8 0 8 .9810 . 0 8 1 0 . 9811. 6 8 1 1 . 9 8 11 .7 8 1 2 . 081 2 . 3 812 .4 8 1 2 .7 8 1 2 . 8812 . 7 8 1 2 . 6 812 .5 8 1 2 . 4 8 1 2 . 4812. 5 8 1 2 . 7 8 12 .8 8 1 2 . 6 8 1 2 . 3 8 1 1 . 8 8 1 1 . 1 8 1 0 . 2 808 . 8 807 .3806 . 2 8 0 5 . 2 804 . 2 8 0 3 . 1 8 0 2 . 280 1 . 4 80 2 . 1 803 . 0 8 0 3 . 8 8 0 4 . 8 80 5 . 8 8 0 6 . 8 8 0 8 .0809 . 3 8 1 0 . 9 8 1 1 . 8 8 1 2 . 4 8 1 3 .0 8 1 3 .1 8 13 .0812 . 9 812 . 6 8 1 2 . 5 8 1 2 . 3 8 1 2 . 3 81 2 . 2 8 12 .2 8 1 2 .1 8 1 1 .9 8 1 1 . 8 8 1 1 . 5 8 11 .3 8 1 1 .3 8 1 1 . 3 8 1 1 . 2 8 1 0 . 9 8 1 0 .1809 . 2 808 . 0 8 0 6 . 6 805. 6 8 0 4 . 7 8 0 4 .180 3 . 2 802 . 4 8 0 1 . 7 8 0 1 . 0 8 0 0 . 3 799 . 0 797 . 8 797 . 0 7 9 6 . 3 795. 6 7 9 4 . 6 794 . 3 7 9 3 .6793. 6 7 9 3 . 6794 . 1 7 9 4 . 4 7 9 5 . 2 7 9 5 .8 7 9 6 . 4 7 9 7 .279 8 . 2 7 9 9 .4 8 0 0 . 2800 . 6 8 0 1 . 1 8 0 1 . 8 8 0 2 . 6 8 0 3 .6 8 0 4 . 780 5 . 780 6 . 9 808 . 1 808 .9 8 0 9 . 1 8 0 9 .2 809 . 3 8 0 9 . 6 8 0 9 .9 8 1 0 .4810. 7 8 1 1 . 2 8 11 .6811 . 881 2 . 1812 . 2812 . 5 8 1 2 . 681 2 . 8 8 1 3 .081 3 . 3813 . 4 8 1 3 .3 8 1 2 . 9 8 12 .0 8 1 0 . 7809 . 3808. 1 807 .0 8 0 5 . 880 4 . 9804 . 0 8 0 2 .8 8 0 3 . 0 8 0 3 . 4 8 0 4 .5 805 . 8 8 0 6 . 9 8 08 .1809 . 3 8 1 0 .6811 . 9 8 1 2 . 6 8 1 3 . 1 813 .1 8 1 2 . 9 8 1 2 . 5 8 12 .3 8 1 2 . 1 81 1 . 6 8 1 1 . 4 8 1 1 .2 8 1 1 .2 811 . 1 8 1 0 . 9 8 1 0 .5 8 1 0 . 0 809. 5 80 8 . 9 8 0 8 . 4 8 07 .9 8 0 7 . 4 8 0 6 . 8 8 0 6 . 4 8 0 6 . 2 8 05 .7 8 0 4 .9 8 04 .0 8 0 3 . 1 802 . 3 801. 7 8 0 1 . 1 8 0 0 . 5 800. 2 7 9 9 . 8 79 8 . 5 797 . 7 797 . 0 796 . 4 7 9 5 . 8 7 9 5 .2 7 9 4 .5 7 9 3 . 7 7 9 2 . 9 792 . 5 7 9 2 . 4 793 . 1 7 9 4 . 1 7 9 4 .9 7 9 5 . 979 6 . 6 7 9 7 .3798. 0798 . 8 7 9 9 . 7 8 0 0 . 3 800 . 8 8 0 1 . 3 8 0 1 . 9802. 5 803 . 2 803 .7 8 0 4 . 3 8 0 4 . 9 8 0 5 . 4 8 0 6 . 0 8 0 6 .6 8 0 7 . 3 8 0 7 . 880 8 . 5 8 09 .0809 . 6 8 1 0 . 2810 . 6 8 1 0 . 8 811 .0 8 1 1 . 4 8 1 1 . 6 8 1 1 . 9 812 . 081 2 . 281 2 . 5 8 1 2 . 6 8 1 2 . 6 8 1 3 . 0812 . 9 8 1 2 . 3 8 1 0 . 8 8 0 9 . 6 8 0 8 . 2806 . 8 8 05 .5 8 0 4 .5 8 0 3 . 2 2 . 3 8 0 2 . 5 803. 8 805 . 2 8 0 6 . 3 8 0 7 .7 8 0 9 .4 8 1 1 . 0 8 1 2 . 3 8 1 3 . 1 8 1 3 . 6 813 .4813. 1 8 1 2 . 9 812 . 8 8 1 2 . 6 8 1 2 . 5 812 .4 812 . 2 811. 9 8 1 1 . 6 8 1 1 . 5 8 1 1 .3 8 1 1 . 1 8 1 0 . 9 810 . 5 81 0 . 1 80 9 . 6 8 0 9 . 2 808 . 6 807. 8 8 0 6 .8806. 2 8 05 .5 8 0 4 . 9 8 0 4 . 5 803 . 8 8 0 3 . 0 802 . 4 801. 4 8 0 0 . 6 7 9 9 . 9 798 . 9 7 9 8 . 0 7 9 7 . 1 7 9 6 . 2 7 9 5 . 1 7 9 4 . 1 7 9 3 . 1 7 9 2 . 4 791 . 9 791. 8 792 . 479 3 . 1 793 . 8 7 9 4 . 7 7 9 5 . 7 796 . 5 7 9 7 . 5 7 9 8 . 9 8 0 0 . 180 1 . 3 8 0 2 . 580 3 . 6804. 480 5 . 4 806 . 3807 . 0 8 0 7 .8 8 09 .0 8 1 0 . 0810 . 6 8 1 0 . 9 8 1 0 . 9 810 .9 8 10 .9810. 7810 . 8 8 1 1 .0 8 11 .1 8 1 1 .2 8 1 1 . 4 8 1 1 . 6811. 6 8 1 1 . 7 811 .9 8 1 2 . 2 8 12 .3812. 4 8 1 2 . 581 2 . 6 8 1 2 . 5 8 1 2 .0 8 11 .4810. 4 8 0 8 . 9 8 0 7 .580 6 . 1 8 0 4 . 880 3 . 5 802 .3801 . 3 8 0 2 . 7 8 03 .8804 . 9 8 0 6 . 0 80 7 . 4 8 0 8 .6 8 0 9 . 6 810 . 4 8 1 0 .9 8 11 .0 8 1 1 . 1 8 1 1 . 0 810 . 8 8 1 0 . 7 810 . 4 810 . 2 8 1 0 . 0 80 9 . 7 8 0 9 .6 8 09 .7 8 0 9 . 6 809 .6 8 0 9 . 8 8 1 0 . 0 8 1 0 . 2 8 1 0 . 2 8 1 0 . 2 8 1 0 . 4 8 1 0 . 5 810. 7 8 1 0 . 7 8 1 0 . 0 8 09 .0 8 0 7 . 9 8 06 .4 8 0 5 . 2 803 . 9 8 0 2 . 7 8 0 1 . 1 800. 2 7 9 9 . 1 7 9 7 . 7 7 9 6 . 5 7 9 5 .6 794 . 5 79 3 . 5 7 9 2 . 6 791 . 9 7 91 .4 791 .1 7 90 .9 7 9 1 . 0 7 9 1 . 6 7 9 2 . 1792 . 8 7 9 3 . 8 7 9 4 . 779 5 . 6 7 9 6 . 8 7 9 8 . 179 9 . 4 800 . 4 8 0 1 . 6 8 0 3 . 0 8 0 4 . 5 8 0 5 . 9 8 0 7 . 2 808 . 5 8 09 .2 8 0 9 . 5 809 .4 8 0 9 . 4 8 0 9 . 5 809 . 4 8 0 9 .7809. 480 9 . 0 8 0 8 .8 8 0 7 .980 7 . 1 806 . 8 8 0 7 .0 8 0 7 . 4 8 0 7 . 7 808 . 1 8 0 8 . 2 8 0 8 .0 8 0 7 . 8 8 07 .8 807 . 9 8 0 7 . 1 8 0 6 . 0 804. 7 8 0 3 .5801. 9 8 0 0 . 6 799 . 4 7 9 8 . 1 796. 8 7 95 .5 7 9 4 . 5 7 9 3 . 5 7 9 2 . 7 7 9 2 .0 7 91 .479 0 . 9 7 9 0 . 5 7 9 0 . 5 7 9 0 .6 7 9 1 . 0 7 9 1 .5 7 9 2 .0 7 9 2 . 7 7 9 3 . 6 794 .6 7 95 .6 7 9 6 . 8 7 9 7 . 9799. 0 8 00 .1 8 0 1 .3 8 0 2 .4803 . 4804. 2 8 0 4 . 6 8 0 4 .7 8 04 .67 9 0 .8 7 9 1 . 1 7 91 .1791. 4 7 9 1 . 579 1 . 7 791 .8 7 9 2 . 0792. 2792. 4792. 8 7 93 .179 3 . 5 7 9 3 .9 7 9 4 . 0 7 94 .3 7 94 .3 7 9 4 .2 7 9 4 . 3 7 9 4 . 6 7 95 .3 796 .4 7 9 7 . 0 7 9 7 . 5 797 . 6 7 9 7 . 7 7 9 8 . 2 7 98 .1798 . 3 798 . 6 7 9 8 . 5 7 9 8 . 2 7 9 8 . 0 797 . 9 7 9 7 . 9 7 9 7 . 6 7 9 7 . 4 7 9 7 . 2 7 9 7 .0 7 9 6 .4 7 9 6 . 2 7 9 6 . 0 7 9 6 . 1 8 0 0 . 2 800 .3 8 0 0 . 4 8 0 0 . 8 8 0 1 . 2 8 0 1 .180 1 . 2 8 0 1 .3 8 0 1 . 3 801 .5 8 0 1 . 3 8 0 0 . 8 8 0 0 . 7 8 0 0 . 5 800 . 3 8 0 0 . 4 8 0 0 .2800. 2 8 0 0 . 380 0 . 6 8 0 1 .4 8 0 2 .1 8 0 2 .9 8 0 3 . 5 8 0 3 . 4 803 . 2 8 0 2 .9 8 0 2 . 6 803 . 1 8 0 3 .8 8 0 4 .4 8 0 5 .2 8 0 5 . 4 8 0 6 .180 6 . 9 807 . 3 8 0 7 . 9 8 0 8 . 9 8 0 9 . 7 8 0 9 . 2 8 08 .3 8 0 7 .0 8 0 6 .0 8 0 5 .3805 . 6 8 0 6 . 2 807 . 0 8 0 8 . 5 80 9 . 9 8 1 0 .881 0 . 7 8 1 0 . 5 809 . 5 808 . 2 8 0 7 . 0 806 . 0 8 0 5 . 2 8 0 4 . 5 8 0 3 . 9 804 . 5 8 05 .2 8 0 5 .6 8 0 6 . 2807 . 1 8 0 7 . 9808 . 780 9 . 6 8 1 0 . 2 8 1 0 . 4 8 1 0 .4 8 1 0 . 3 810 . 7810. 7 8 1 1 . 2 8 1 1 . 3 8 11 .7 8 1 2 . 2 8 1 2 . 4 8 1 2 .7 8 1 2 . 8 812 . 6 8 1 2 . 1 8 1 1 . 8 8 1 1 . 7 8 1 1 . 4 8 1 1 . 8 81 2 . 2 8 1 2 . 0 8 1 1 . 8 811. 6 8 11 .1 8 1 0 . 9 810 . 6 8 1 0 . 4 810 .2 8 1 0 . 0 80 9 . 8 8 09 .6 8 0 9 . 5 8 0 8 .3 807 . 7807. 2 8 0 6 . 380 6 . 1 8 06 .0 8 0 6 . 0 806 .4 8 0 3 .4 7 9 8 . 2 8 1 0 . 781 0 . 8 8 1 0 . 9 8 1 1 . 1811. 2 8 1 1 .4 8 1 1 . 7 8 1 1 . 7 8 1 1 . 8 8 1 1 . 9 8 1 2 .1 811 . 8811 . 3 8 1 0 .7 8 0 9 . 580 8 . 0 8 0 6 . 4 8 0 5 . 1 8 0 3 .8 8 0 2 . 7 8 0 1 . 3 802 . 2 803. 5 8 0 4 . 7 8 0 5 . 2 8 0 6 . 4 80 7 . 6 8 0 8 . 6 80 9 . 5 8 1 0 . 2 8 1 0 . 7 8 1 0 .8 810 . 7 810 . 5 8 1 0 . 4 8 1 0 . 4 81 0 . 4 8 1 0 . 1 8 0 8 . 7 8 0 8 . 2 8 0 8 . 1 8 0 7 . 8 8 0 7 . 5 8 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1 5 .1281 4 . 9 9 8 1 4 . 9 1 8 1 4 . 1 7 8 1 3 . 6 6 81 3 . 3 7 8 1 2 . 7 8 8 1 3 . 6 8 1 3 . 3 8 1 3 .3R 8 1 3 . 06 813 . 0 0 8 1 1 .781 1 . 6 8 12 .9 8 1 4 . 7 0 G 815.03TF814 .3 8 1 4 .6 8 1 4 .9 8 1 5 . 2815. 4 8 1 4 . 8 8 1 4 .2 813 .781 4 . 7 9 8 1 4 . 6 2 8 1 4 .56 8 1 4 .96815.16FFE814 . 0 7 8 1 3 . 9 0 8 1 3 . 8 9 8 1 4 .06 8 1 3 . 3 681 3 . 1 081 3 . 0 6 8 1 3 . 1381 3 . 6 0 8 13 .75 8 1 3 .5081 3 . 5 2 8 1 3 . 4 7 8 1 3 . 6 8 8 1 4 . 1 6 8 1 3 . 6981 4 . 1 4 81 4 . 2 2 814. 4 2 8 1 4 . 2 4 8 1 5 . 2 8 1 5 . 2 814. 9 9 8 1 5 . 04 816.12TCFG8 15 .7 181 5 . 8 9 8 1 3 .43815. 3 E8 1 5 . 4 6 8 1 4 . 0 7 8 1 3 . 8 081 3 . 8 0813. 4 2 8 13 .3 9R 813 . 4 2 813 . 5 7813 . 6 1 8 1 3 .1681 3 . 2 3R 81 3 . 0 9 8 1 3 . 9 1 814 . 0 7814 . 1 3 8 1 5 . 1 8 816.15TCF8 1 4 . 9 814 . 3 8 1 3 .181 2 . 381 1 . 9812 . 4 8 1 2 . 4 8 1 4 . 1 6814 . 0 9 8 13 .5481 3 . 1 7 8 1 3 . 3 1 8 1 3 .79 8 1 3 . 3 2 8 1 3 . 46813. 0 4812. 5 7 812 .5 3 8 1 2 .99 8 1 2 . 30811 . 8 2 8 1 2 .44 812 . 5 6812 . 3 9 8 11 .9 5 8 1 2 . 7 8 812 . 9 5 812. 2 5 8 1 2 . 8 4 813 . 4 4 8 13 .8 0 8 1 5 . 4 1 815.59FFE817.38FFE815 . 4 4 8 1 6 . 5 2 8 1 6 . 6 3 8 1 6 . 5 2 8 1 5 . 3 2 8 1 5 . 2 3 8 1 5 . 2 2 7 83 .3 0 7 8 3 . 65783. 4 5 7 83 .57 7 83 .74 7 8 3 . 6 4 783 . 7 8 783. 7 9 7 8 3 . 6 8 7 8 3 . 4 7 7 8 3 . 4 1 7 83 .32 7 8 3 . 32 7 8 3 .25 7 83 .1 7 7 8 3 . 4 1 7 83 .4 678 3 . 5 2 7 8 3 . 12 7 8 3 . 1 3 7 83 .3 2 7 8 4 . 6 9 7 8 6 .22 7 8 3 .52 7 8 3 . 6 278 3 . 8 8 7 8 3 . 5 6 7 83 .6 0 7 8 3 .39 7 8 3 . 2 7 7 83 .7 2 7 8 3 .78 783 .9 1 7 8 4 . 1 0 7 8 4 . 0 7 7 8 4 . 07 78 3 . 8 0 7 83 .4 9 783 . 9 2 R 7 8 3 . 1 3784. 1 3 7 8 3 . 7 2 7 8 4 . 2 2 7 84 .5 478 4 . 4 4 7 84 .7 4785 . 1 2 785. 0 6 7 8 4 . 56 7 8 4 . 4 7784 . 1 4 7 8 4 . 2 0 7 8 3 . 9 9 7 8 4 . 3 7 7 8 4 . 0 878 4 . 3 3 78 4 . 3 2784 . 7 1 7 8 4 .40 784 .8 3 787. 4 3 7 8 5 . 4 7 85 .6802. 6 6 803. 0 7 7 8 4 . 8 1 784 . 5 078 4 . 7 0 7 8 4 . 7 0 784. 6 4 7 85 .2 6 7 8 5 . 0 7 7 8 5 . 3 3 7 8 5 . 0 9 7 8 5 .2956 6 0 7 8 5 . 0 8 7 8 5 . 5 2 7 8 6 . 0 5 784 .8 5 7 8 5 . 43 7 8 6 . 47784 . 5 6 7 8 5 . 0 8 7 85 .41 7 8 6 . 7 4 7 84 .9 7 785 . 1 3 7 8 8 . 9 0790 . 6 6 7 9 2 .59793 . 9 6 7 9 6 . 8 3 7 9 9 . 73800. 3 6 7 9 9 . 5 8 7 9 8 . 4 7 7 99. 2 0 7 9 9 . 2 4 7 9 9 .77TPTPTP7 9 5 . 9 4 796.85TCF79 6 . 5 6 7 9 6 .48796 . 5 0 7 96 .03 7 9 5 . 54 7 9 6 . 0 6 795 . 3 3 7 95 .9 3 7 94 .7 5 7 9 5 . 0 5 7 9 6 . 7 379 6 . 1 2 7 9 6 .7779 6 . 8 5 7 9 6 . 9 1 7 9 6 . 7 3 7 9 6 . 6 5 7 9 6 . 6 4 7 9 6 .18 7 9 5 . 8 8 7 9 6 . 3 7 7 9 5 . 6 3796 . 3 0 7 9 6 .34 7 9 5 .76 796 . 6 9 7 9 7 95 .5 8 7 9 5 . 5 3 794 . 3 4 7 9 4 . 5 0794 . 4 3 7 9 4 . 5 5 7 9 4 . 1 2 7 9 4 . 4 7 7 9 5 . 0 8 7 9 5 . 1 1 7 9 5 .77 7 9 5 . 6 5 7 9 5 . 9 4 7 9 6 . 0 4 795 . 7 9795. 8 9 7 95 .8 7795 . 5 8 7 9 3 . 44 793 . 9 1 7 9 3 . 7 0 793 . 6 2 7 9 3 . 21 7 9 3 . 6 6 793. 7 8 7 93 .7 6 7 9 4 .15 7 9 3 .56 7 9 3 . 9 7 7 9 4 . 3 4 7 9 3 . 8 9 7 94 .13 7 9 4 . 5 2 7 9 4 . 2 3 7 9 4 .31 7 9 4 . 66 7 9 4 . 2 7 7 9 4 . 5 3 7 9 4 . 4 6 7 9 5 .47795. 0 1 7 9 4 . 6 1 7 9 5 . 1 4 7 9 5 . 0 5 7 9 4 . 5 8 794 . 7 4 795 . 2 0 79 4 . 9 0 7 95 .5 7 7 9 5 .12 7 9 4 . 90 7 9 5 . 4 1 7 9 5 . 40 7 9 4 . 8 7 7 94 .91 7 9 5 . 3 9 795 . 3 3 7 9 5 . 7 47 9 3 . 4 2793. 3 4 7 9 3 . 8 0 7 9 3 . 7 9 7 9 2 . 4 779 2 . 4 9 7 9 4 . 21794 . 6 6 7 9 3 .3779 3 . 3 2 7 9 2 .46 7 9 2 .53 7 9 2 . 9 6 7 9 3 . 0 0 7 9 2 . 8 9792 . 3 7 792 .3 3 792 . 9 0793 . 0 3 7 9 3 . 2 4 792 . 4 4792 . 2 0 7 92 .0 3791. 6 3 7 9 2 . 1 1 7 9 1 . 9 8792. 1 3 .1 8 0 7 7 9 1 .61 7 9 2 . 1 0 7 9 3 . 40 7 9 2 . 9 7 7 9 1 . 71 7 9 1 . 6 3 7 9 1.3 0 7 3 8 0 2 . 5 80 4 . 7 5 8 0 6 . 0 2 8 0 6 .41 8 0 6 .14 8 0 6 . 6 5 8 0 6 . 8 1806 . 8 4809.40FFE8 09 .2 5 8 0 8 .8 8 0 9 . 0 8 0 8 . 480 8 . 5 8 07 .2 8 0 7 .9809 . 1 8 0 9 . 9 8 0 9 .4 8 1 0 . 3 8 1 1 . 5 8 1 1 . 2 8 1 0 .781 1 . 2 8 1 1 . 6 8 12 .2 812 . 1 8 1 1 . 6 8 0 3 . 780 3 . 7805 . 6 8 06 .2 7 8 0 6 . 8 1 8 0 6 .74 8 0 4 .7 8 0 4 . 6 8 0 5 . 6 8 0 6 . 2 8 0 6 . 4806. 9 0 8 0 6 . 9 0 8 0 2 . 0 8 0 2 . 3 8 0 4 . 2 8 05 .4 8 0 6 . 4 6806 . 6806. 5 807 .7 7 8 0 5 . 380 5 . 3 8 0 4 . 7 8 0 3 .1 8 0 2 . 8 8 8 0 3 . 4 8 02 .6 8 01 .7 8 0 1 . 3 801 . 0 8 0 2 .0 8 0 1 .7 8 0 2 .0 8 01 .2 8 0 1 . 2 8 0 1 . 47 8 0 9 . 73 812 . 0 7 8 1 2 .10 8 1 2 . 1 8 1 1 . 5 5 8 1 1 . 5 4 8 1 1 . 9 8 1 2 . 0 812 .2 8 1 3 .0 8 1 1 . 5 8 1 1 . 7 8 1 2 . 2 8 1 2 .96 8 1 4 . 6981 4 . 4 0 8 14 .7 8 1 4 . 581 4 . 6 8 1 4 . 9 8 1 4 . 1 1 8 1 4 . 0 6 8 1 3 .4 8 1 1 . 9 8 12 .0 815 . 2 7 8 0 6 . 6 8 8 0 6 . 8 4 8 0 6 . 6 4 8 0 6 . 16 8 0 6 . 3 7 806 . 0 8 8 0 5 . 9 6 8 0 6 . 3 480 5 . 9 8 806 . 0 5 807.93TCF807.25FFE8 0 7 . 43 8 0 7 . 2 8 0 6 . 9 8 0 6 . 8 8 0 6 .7 8 0 7 . 04 8 0 6 . 6 8807.35TCF8 0 6 . 9 6 8 0 6 . 2 8 0 6 .0 8 0 6 . 4 8 0 7 . 2 4 8 07 .5 4 8 04 .9 8 0 5 .0 8 0 4 . 2 8 0 4 . 4 800. 3 8 0 6 . 3 3 8 0 6 .23 8 0 6 .03 805 . 6 0 8 0 5 .73 8 0 5 . 6 1 8 0 5 . 9 8 8 06 .27 8 0 6 . 3 4 8 0 8 .5809 . 0 7810.01TCF80 7 . 4 8 08 .5 8 0 8 . 0808 . 7 7 8 0 8 . 81808. 8 1 8 0 9 . 8 1 8 0 9 . 7 7 8 09 .36 8 0 8 . 5 8 0 8 . 2 9 809.29TCF8 0 8 .46808.49FFE8 0 8 . 6 8 0 6 .11 8 0 5 .97 8 0 5 . 7 6 8 0 5 . 3 7 8 0 5 .47 8 0 5 . 3 7 8 0 5 . 82 806 . 0 3806 . 0 7 806. 4 8 06 .8 9806.76FFE8 0 6 .91806 . 9 8 0 6 .3 8 0 5 . 7 8 8 0 5 . 69 8 0 5 .4180 4 . 9 6 8 0 5 .11 8 0 5 . 4 9 8 0 5 . 1 4 8 0 5 . 3 8 8 0 5 . 6 2 805 . 2 8 8 0 5 .30 8 0 5 .6980 5 . 3 2 8 0 5 . 1 9 8 0 5 . 4 9 805 . 1 2 8 0 5 . 10805 . 0 2805 . 5 0 8 0 5 . 8 4 8 0 5 . 8 6 806 . 5 2 8 0 6 . 28 8 0 6 . 3 9 8 0 6 . 1 780 6 . 5 5 8 0 6 . 56 8 0 6 . 4 8 0 7 . 8 7 8 0 8 . 0 5 8 07 .1 8 0 8 . 4 8 0 7 . 4811. 3 8 0 6 . 2 8 0 6 . 7 0 805 .8 8 0 5 . 8 8 03 .780 4 . 3 800. 4 8 0 7 . 6 8 0 6 . 9 2 8 0 6 .86 8 0 6 . 8 181 4 . 1 4 8 1 4 .25 814 . 0 2 8 1 4 .18 8 14 .5 1 8 1 4 . 5 8 8 1 4 .01 812 .8 8 1 2 . 4 8 1 5 . 1 8 1 5 . 3 6 815.35FFE8 1 5 . 3 9 815 . 1 0 8 1 5 . 3 8 1 5 . 6 8 1 5 . 4 4 8 15 .45 815 . 4 4 8 1 5 . 4 0 816.16TCF815 . 2 81 5 . 2 8 8 1 5 .84 8 1 5 .71 815 .7 8 1 5 .0 7 9 2 .98 7 9 079 0 7 9 0 . 4 8 7 9 0 . 5 4790 . 4 7 9 2 . 2 7 9 2 . 7 793 . 0793 . 4 7 9 1 .8 7 90 .9790 . 7 7 9 0 . 4 6 7 9 0 . 4 2 7 7 9 7 91 .4 7 9 1 .26 7 9 3 . 2 7 9 2 . 2 7 9 2 . 4 7 9 2 . 1 7 9 3 . 1 792. 9 79 2 . 479 2 . 8 792. 8 1792 . 6 7 9 3 . 2 7 9 2 . 9 792 . 9 7 93 .1 7 9 2 .4 7 92 .2 1 7 9 2 . 12 7 9 2 . 0 7 9 2 . 7 7 92 .5 7 9 2 . 5 7 9 0 . 9 1 797 9 0 .2 7 9 0 .9 7 9 1 . 0 7 7 9 1 . 1 1 7 9 1 . 0 0 7 9 1 . 1 791 . 1 7 9 0 . 6790. 7 790. 3 79 7 9 3 . 5 1 7 8790. 07 9 0 .347 9 0 .167 8 9 . 4 7 8 9 . 0 7 8 9 . 8 0 7 8 7 8 9 7 9 0 7 8 878 8 7 8 8 . 4 0 7T7 9 1 . 5 7 92 .2 7 9 3 . 8 7 93 .5 7 9 7 92 .779 3 . 2 3 7 9 5 .44 7 90 .6 2 790 . 5790. 5 7 9 1 . 4791 . 0 7 9 1 .6 7 9 0 . 7 7 9 0 . 2 791 . 4 7 9 1 . 0 7 91 .1 7 90 .679 0 . 6 6 787. 4 7 8 7 . 1 7 8 7 7874 7 8 7 7787 . 578 7 . 3 7 9 0 . 2 7 9 0 . 5 7 9 0 .4790. 3790 . 2 6 7 9 0 . 1 9790 . 4 7 9 0 . 3 790. 1 7 9 0 .1 7 8 7 . 6 1 7T7 8 67 8 7 .678 7 . 0 0 7 8 9 . 76 7 8 9 . 7 7 9 0 . 1 7 9 0 . 0 7 8 9 .5 7 8 9 . 4 7 8 9 . 7789 . 7 7 8 9 . 4790 . 0 6 789 . 6 7 89.17 8 7 . 0787.48TCF78 6 . 7 7 8 6 .74787 . 2 7 8 7 . 6 7 8 7 . 1 787 78 7 8 7 . 4 7 8 7 . 6 5 7 8 7 . 72 7 8 7 . 9 378 7 . 7 9 7 8 7 . 7 2 7 8 8 . 1 7 7 8 7 .6778 7 . 7 4787 . 8 7 8 7 . 8 7 7 8 7 8 7788 . 7789 . 0 3 788 .4 0 7 8 9 . 3 4 7 8 8 . 4 7795 . 7 8 7 9 7 . 1 7 9 7 .179 4 . 9 7 9 4 . 2 4 7 9 4 .37 7 9 4 .78 7 9 5 . 9 1 7 9 5 . 4 2 795 . 8 7 7 9 6 . 2879 6 . 0 3 7 9 5 . 9 0 7 9 5 . 7 1 7 9 5 . 6 4 7 9 5 . 48 7 95 .0 5 7 9 5 . 2 8 7 9 5 . 15 795. 0 2 7 9 4 . 9 0 7 9 4 . 5879 4 . 5 7 7 9 5 . 2 6 7 9 4 .66 7 9 5 . 0 4 8 0 5 . 7 8 06 .5808.96BLD HT796.88TCF7 9 5 . 1 4 7 9 5 . 6 5 PSDE ETPTPTP8"6"6"6"8"12"12"13OUTLOT A334142OUTLOT B11SBM #1GENERATOR2 STORYFRAMEBUILDINGWINDOWWELL2 STORYFRAMEBUILDINGEDGE OF TREESEDGE OF TREES10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 0466496' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.ONLINEONLINEONLINE0.20' W0.09' W0.08' W0.18' N0.14' NON LINE0.10' N0.16' N0.80' SAT CORNER10"6""2"8"10"12"8"8"10" x 24"18" x 218" x 222" x 48"7 9 2 . 2 7 9 2 . 4 16" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEBFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.CONC. WALKEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGWOOD FENCEWOODDECKWODECWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEL24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDSBUILDING12G8G8G799.75793.20± M.E.794.76± M.E.799.05801.00801.90801.90801.90801.90801.90801.10801.30801.65801.30802.00800.80800.50802.80802.80802.80802.80803.00803.00802.00802.00800.00800.00800.15799.55800.00799.75799.35800.85800.85800.85800.00799.30798.90799.15799.90799.05799.15799.15FF 803.00FF 800.00FF 801.35FF 801.00FF 799.45FF 799.00FF 797.72FF 799.00FF 798.75798.25798.40798.20798.05798.95797.70797.85798.90798.00798.20798.95798.90798.70798.45800.83800.80801.28801.28801.28801.25801.25801.25800.25798.20798.35798.00797.75798.40797.80798.00798.45798.40798.75800.25800.00800.25799.65799.10799.65800.90800.90800.90800.45800.20800.00800.90800.90800.90799.90799.90800.25799.80801.50802.25± M.E.800.00± M.E.794.00± M.E.798.30798.15798.75798.30799.30799.65799.05799.30799.30F/G 798.95F/G 798.95798.45798.90798.45798.90797.90797.70797.90797.90797.90797.72797.72797.40797.60797.50797.50797.70797.30797.55797.05797.90798.70799.20797.90797.70797.80799.20798.75797.71797.70797.70799.20799.00799.00799.40798.96798.34798.60798.68798.35798.30798.15797.25798.05798.40796.92796.48796.00796.75796.46797.05797.05797.40797.90797.90798.50797.90797.60798.35797.75798.35797.75797.65797.40797.65797.20798.00797.40797.40797.10797.30797.30798.50798.30798.30798.20798.50798.65798.50798.65798.50797.60797.20797.73797.43797.73797.70797.38797.58797.73797.43797.35797.15797.03798.65798.65R 797.03797.43R 797.03R 797.03R 796.15R 797.80R 797.50R 796.80R 796.80R 797.25R 797.25R 797.25R 797.25R 796.80R 796.80R 797.30R 797.75R 797.80R 797.60798.20R 797.80R 797.60R 797.45R 798.90R 794.60R 794.69± M.E.R 794.87± M.E.R 799.50R 799.50R 801.50R 801.50R 800.90R 800.90R 794.70R 800.90R 798.00R 798.00R 799.50790 795 790 795795810810810805805805813812812811809808807806806807808809806807811809808807806807806803802 798.50798.50790 790 790 CONSTRUCTION ENTRANCECONCRETE WASHOUT FACILITYNOTES:1. CONTRACTOR TO INSTALL CONSTRUCTIONENTRANCE PRIOR TO COMMENCEMENT OF WORK.2. CONTRACTOR TO INSTALL SILT FENCE PRIOR TOCOMMENCEMENT OF ANY EARTHWORK.CONTRACTOR TO MAINTAIN SILT FENCE ASSHOWN AND INSTALL ADDITIONAL SILT FENCEWHEREVER NECESSARY THROUGHOUTCONSTRUCTION ACTIVITIES TO MINIMIZE SOILEROSION.3. CONTRACTOR TO INSTALL INLET PROTECTION ONALL OPEN LID STRUCTURES. SEE INLETPROTECTION DETAIL ON SHEET C5.8.4. EROSION CONTROL BLANKET (ROLLMAX ERONETS150 OR APPROVED EQUAL) SHALL BE PLACED ONALL AREAS WITH SIDE SLOPES OF 4:1 ORGREATER, AND IN BOTTOM AND SIDE SLOPES OFSWALES WHERE NOTED.5. ALL SEDIMENT AND EROSION CONTROL MEASURESIN AND AROUND THE PROPOSED IMPROVEMENTSARE TO REMAIN IN PLACE AND TO BE MAINTAINEDTHROUGHOUT CONSTRUCTION ACTIVITIES UNTILTHE PROPOSED IMPROVEMENTS ARE COMPLETEDAND THE SITE ADEQUATELY STABILIZED.6. THE CONTRACTOR SHALL INSTALL AND MAINTAINALL EROSION CONTROL MEASURES AS INDICATEDON THIS SHEET IN ACCORDANCE WITH THESTORMWATER POLLUTION PREVENTION PLAN(SWPPP) PREPARED BY V3 COMPANIES. THECONTRACTOR IS RESPONSIBLE FORIMPLEMENTING THE PROVISIONS INDICATED INTHE SWPPP, INCLUDING EROSION CONTROLMEASURES AND INSPECTION FREQUENCY, ASREQUIRED BY THE IEPA NPDES PHASE II PERMITPROGRAM REQUIREMENTS.SILT FENCEINLET SEDIMENTATION CONTROLDEVICE TYPICAL FOR ALL STORMSTRUCTURES WITH OPEN LID INPAVED OR GRASS AREASLEGENDTEMPORARY CONSTRUCTIONENTRANCECONCRETE WASHOUTRIP RAPEROSION CONTROL BLANKET7 9 6 . 3 7 9 6 7 9 9 . 2929 8 0 2 . 6 8 26804 . 24 8 0 5 . 9 8 0 7 . 0 8 1 0 . 4 8 4 8 0 8 .5 8 0 7 . 2807. 6 06.5 8 0 6 . 0 0 6 600 8 0 6 .1806 . 4 8 0 5 . 8 8 0 5 . 8 8 0 6 .3 8 0 6 8 0 8 0 7 7 8 0 5 .9 0 5 9807 . 8 .8806. 565650 5 . 8 8 06 .3 8 06 .3 8 0660 9 . 6 8 0 7 .4 802020202808 0 9 . 6 8 0 9 9 . 69681 1 . 4 . 481811.666.6 8 11 .6 8 1.61.6 999810 . 9 99998 1 1 . 3 1 1 3 99 810 8 1 1 . 1 8 1 1 . 5 5 8 1 8 1 1 . 2 8 08 .9 8 08 8 0 8 1 1 8 1 1 88 80808880 9 . 4800 9 0 9 . 4 4 9 . 4 9 . 4 8 1 0 . 3 88 1 0 8 1 88 8 1 0 . 1 0 . 1 8 . 1 1 0 . 1 0 8 0 9 . 3 0 9 99 . 3 3938 0 7 . 5 557580 7 . 1 0 7 . 1 1 7 . 1 7 . 18108810 80 9 . 4800 9 . 4 8 0 7 . 0 8 0 7 0 666668 0 6 66668 0 6 . 8 0 6 . 8688 0 6 8 0 8 0 7 .0 8 8 0 7 .1 8 0 7 888 07 .2 8 8 0 7 .2 . 4 4 8 0 6 . 3 806. 2 8 0 8 . 9 9810. 288 0 9 . 8 8 07 .5 8 07 .5 8 0 6 . 060060 8 0 888 1 0 .8 8 1 0 80580 5 . 3 8 0 5 . 3 80 580 5 8 0 5 . 3 8 0 5 .780 6 . 2 6 . 2 8 0 5 . 2 . 2 807 .07.0 22 8 0 6 . 262626 . 2 80 5 . 9 33 8 0 5 . 3535 . 3 807 . 7 7 9 5 . 7 9 5 7 9 7 . 2 1 2 1 7 9 6 77 7 7 9 6 . 8 5 8 5 7 9 6 . 49 49 7 9 6 . 8 5 7 9 6 . 8 5 88 7 9 5 . 9 2597 9 7 9 55 9 0 7 9 5 . 9 0595909 5 7 9 5 . 8 9 9 5 99 7 9 6 7 9 6 7 9 7 9 6 . 8159059059599 796 . 1 8 796 . 1 8 7 9 6 . 81 7 9 6 . 81117 9 6 . 1 2 . 1 G 796 .8 2 222 7 96 .2 4 796 . 7 4 7 4 7 4 4467777777 7 96 .7 2 7 7 96 .7777777 9 6 . 3 1 7 9 6 .26 9 6 .26 7 9 6 . 3 7 6 7 794 7779 9339399399397 9 4 .94939322 4 2 4 2 795 . 4 2 4 29393997 9 4 .9 7 9 4 994 2 7 9 5 . 1 5511 5 795 . 2 4 PPM MONITORMPMONO7 9 5 .77 9 5 5 799 77 7 9 7 9 7 9 5 . 7 9 2 7 2 7795. 2 7 9 7 9 7 9 7 7 9 5 . 7 7 9 5 . 7 7 9 5 . 5 8 7 9 5 . 1 5 1 5 7 9 5 . 5 8 7 9 5 . 5 8 . 1 . 14 2 4 2 7 9 5 . 4 2 9 5 4 44 949494999494 7 9 4 . 9 9494494 795. 0 4 . 0 4 0 4 0 4 0 4 0 4 0 4 0 44 7 9 4 .9849849849849849898989898989898998982 8 2 8 2 8 2 879 5 . 2 8 2 8 8 2 8 2 8 2 8 2 8 2 8 24828 2 8 2 8 2 8 2 8888 9 5 . 2 8 5 . 2 888 2 7 9 5 .90 7 9 5 . 8 6 8 6 8 6587 9 5 . 8 45848 7 9 5 . 8 6 7 9 5 . 8 6 5 . . 88 5 . 8 4 5 . 8 79 5 . 7 6 7 9 5 .90 7 9 5 .9058585 796 . 0 0 79 796.81FFE7 2 7 2 7 9 6 . 7677 2 7 9 5 . 6 9 9 5 795. 9 777 9 5 .405479795 1 6 1 6 795 1 6 7 9 5 .40 7 9 5 .40 5 .4547779 5 . 2 252277 9 5 .4 7 9 5 .4 55 7 95 .6 3 7 9 7 9 5 . 1 5 7 9 5 1 7 95 .6 3 7 95 .6 3 7 9 7 9 5 .92929299 4 .992492924 2 4 2 7 9 5 . 454 2 4 2 4 2 4 2 2 4 9292999 4 9 9 4 929294 2 777 9 5 .1777 9 5 .1717176666 795 . 1 795 . 1 1 6 1 6 2 4418 0 5 . 8 805. 8 8 05 .5 88 80 6 . 0 . 0 806 . 3 3 8 0 6 807 . 2 80 7 . 1 8 0 7 . 2 8 0 80 6 . 9 806. 2 2 805 . 8 1 8 8 0 4 8 0 7 8 9 . 8 7 8 9 . 9 7 89 .9 7 9 0 . 2688 0 7 8 0 7 8 0 7 . 4 4 8 0 7 . 7 08. 1 4 8196. 8 8 7 95 .55.5 9 4 . 5 4 . 5 7 9 3 . 5 . 5 7 9 2 . 7 7 9 2 .0 7 91 .479 0 7 9 1 . 0 7 9 1 .5 7 9 2 .0 7 9 2 . 7 7 9 3 . 6 3 794 .647 95 .6 .6 7 9 6 . 8 7 9 7 . 9799. 0 8 00 .1 8 0 1 .3 8 0 8 0 2 .4 0 2803 . 403 2 0 4 7 8 04 .66.6 7 9 0 .8 7 9 1 . 1 7 91 .1 7 91 4147 9 6 .4 9 6 9 6 . 2 7 9 6 . 0 9 6 9 6 7 9 7 9 7 9 6 . 1 8 0 0 8 0 800 .3 80 8 00 8 00 8 0 0 0 0 78 0 8722727280 7 . 0 806 . 906 . 9 8 0 7 . 3 8 07. 1 8 0 7 . 1 0 7 . 1 8 0 6 . 6 99 6 8 0 5 . 9 9 8 0 5 . 3 88 804 . 9 . 9 9 7 9 1 . 31379 1 . 4 7 9 1 . 4 7 9 5 .3 7 9 5 7 9 4 .9794 . 9 4 7 7 9 9 . 1 7 9 9 . 1 7 9 9 . 1 7 9 9 5 5 7 9 5 . 9 4 7 9 7 9 .17.17775959796.85TCF79 6 . 5 679 5 6 5 7 9 6 .48 9 6 796 . 5 0 5 6 5 6 7 96 .03 7 96 9 7 9 6 .48 7 9 6 .48 9 6 6 9696 7 9 5 . 54 7 9 6 7 9 9 5 7 9 6 . 0 6 9 5 . 54 9 5 . 54 795 . 3 3 33 7 9 7 9 3557 95 .9 3 7 9 7 9 7 9 6 7 9 7 9 7 9 7 9 7 9 795 . 3 795 . 3 7 9 7 9 7 9 7 9 7 94 .7 54.7 7979 7 9 7 9 5 . 0 5 7 9 6 . 7 3030379 6 . 1 2 9 6 6 . 1 6 . 1 7 9 6 .77 9 679 6 . 1 279 6 . 1 2 9 6 6 79 6 . 8 5 7 9 6 . 9 1 7 9 6 . 7 3 7 9 6 . 6 5 7 7 9 6 . 6 4 9 6 4 6 4 7 9 9 6 4 6 4 7 9 6 .18 7 9 17 9 6 . 6 4 7 9 6 . 6 4 99 6 417 9 5 . 8 8 7 9 7 9 9 8 8 3 7 3 7 3 7 7 9 6 . 3 7 33 7 3 7 7 9 5 . 8 8 7 9 5 . 8 8 8 8 8 3 7 3 7 7 9 5 . 6 3 6 5 . 6 3 6796 . 3 0 3 0 7 9 5 . 6 3 7 9 5 . 6 3 6 7 9 6 .34434 7 9 5 .767767644343433434 7 9 6 .3 7 9 6 .357676796 . 6 9 7 9 7 95 .5 8 8 7 9 5 . 5 3557 9 4 . 3 43894 . 3 4 4 . 3 4 7 94 .133774344345 2 5 2 5 2 55 2 7 9 4 . 5 5455 7 9 4 . 2 3 77 7 94 .13 7 94 .13 77 7 9 4 .31 7 9 4 . 66 7 9 4 .31 7 9 4 .31 7 9 4 . 2 7 7 9 4 . 2 3 9 4 . 2 3 7 9 4 .31 7 9 4 .31 7 9 4 . 5 3 9 4 . 5 3 9 4 7 9 4 . 4 6 6 4 6 4 . 4 4 7 9 5 .4747795. 0 1795 0 7 9 5 .47 7 9 5 .47446 1 6 1 666 7 9 4 . 6 4 . 6 1 4 . 6 7 9 5 . 1 4 7 9 4 . 6 1 7 9 4 . 6 1 6 9 5 . 0 5 5 . 0 7 9 5 9 4 . 5 8 4 . 5 7 9 9 5 . 0 5 5 . 0 5 . 7 9 7 9 794 . 7 44. 7 4 795 . 2 05. 2 7 794 . 7 4 794 . 7 477 79 4 . 9 079 4 7 9 7 9 7 95 .5 7 7 9 5 .12 7 95 .5 7 7 95 .5 7 7 9 4 . 90 909 4 1 4 1 7 9 5 . 4 4445414 1 909090 7 9 4 . 9 7 9 4 995414 1 7 9 5 . 40 4040 7 9 4 . 8 7 8 7 888 7 8 7 404044 7 9 5 . 4 7 9 5 . 4 4044878 7 94 .91 .99194997 9 5 . 3 9 3 9 5 . 3 3 7 94 .91 7 94 .91499993 9 795 . 3 3 7 9 5 . 74795 . 3 3795 . 3 3 7 9 3 . 4 2793. 3 4 7 9 3 . 8 0793. 3 4793. 3 4 7 9 3 . 7 9 7 9 3 . 7 9 7 77 4 7 4 7 4 797977 44 7 9 2 . 4 9 2 7 9 2 7 9 7 9 2 4 7 2 . 4 7 2 . 4 7 2 . 4 7 2 . 4 7 . 4 7 . 4 7 . 4 7 . 4 7 4 7 4 7 444 9 79 2 . 4 9249 7 9 4 . 21794 . 6 6 7 9 4 . 21 7 9 4 . 21 7 9 3 .3777 9 379 3 . 3 233246 7 9 3 . 40 9 3 7 9 2 . 9 7 7 9 2 7 9 3 . 40 7 9 3 . 40 9 3 3 7 9 9 1 . 71 9 1 71 7 9 1 . 7 7 9 7 9 1 1 7 9 1 . 6 3 9 1 3 7 9 7 9 7 9 1 7 3 7 8 9 . 76 8 9 7 8 9 . 7 7 8 777 7 9 0 . 1 1 7 9 0 . 0 0 7 8 9 .5 8 9010111 7 8 9 . 4947 7 8 9 . 7 9 7 8789 . 79797 7 8 9 . 4 8 9 7 66790 . 0 6 0 . 0 6 0 6 0 6 789 . 6 . 678 789 .1 789 7 8 7 . 0 7 8 7 . 0787.487TCF78 6 . 7 6 767 7 8 6 .74787 . 2 7 8 7 . 6 7 8 7 . 1 78787 795 . 7 8 8 795 . 7 . 7 7578577 9 5 . 9 1 7 79 5 . 779 5 . 7 9 5 . 4 2 7 9 5 . 9 1 9 5 . 9 1 795 . 8 7795 7 9 6 . 28 6 . 28 9 6 7 9 7 9 7 9 7 9 7 9 5 . 2 6 2 6 2 6808.96BLD HT796.88TCF08 9608 9 44 7 9 5 . 1 4 . 1 1 4 55 7 9 5 . 6 5 4444 7 9 5 . 1 4 7 9 5 . 1 48"86"6"6"6"6"12"121112""119' WW90.090022 6"7"6"8"8"""77799774"4"44"999999 47 9 7 9 77744 FENCE X674674F17.34' W7.34' W7 8 6 7 8 6 WWW12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENT796.81796.81PER DOC. 2001R0013473FFEFFE111PPEERR R DDOOOCC.. 2200001RR00001133447733WOODWFENCEFEL24AAL2110 9 . 1 0 9 1BLDG 3BBLBLDG 3BBDG3BLBB8 0 7 .0 8 0 7 707 000 8888L24A2422 699 AA448 0 6 . 6 8 0 6 . 6 9999 6BLDG 4AL88 0 7 . 2 0 7 . 2 DD8BB8 0 7 8 0 8 0 7 8 0 2222 L24AL4804 . 6 804 . 6 AA84949999BLDG 6BBLBB80 5 . 180 580 580 8 0 4 .7 8 0 4 .7LL8GROUNDSSNN80680607 . 207 . 2 DDS88UUNNNNNG7 .070BUILDING12G255799.159804 . 2 804 . 244 150000000000001 0 . 2 1 0 . 2 1 0 1 0 . 2 1 0 2 . 200616161616 0616106 . 1 6 . 606 00008 1 0 8 1 0 8 1 8 1 8 1 0 8 1 1 0 1 08068060600.0.0088800 7 . 0 7 707 0 0 7 0 77 . 0 7 5 . 8 5 . 8 5 . 8 5 . 8 0 7 0 7 0008 0 8 0 0 5 0 5 0 5 0 5 8 0 888FF 80FF800806806 8888888 0 8 0 8080 0 5 353 0000000000LDG 3BLDG 3BLDG3BLDG3BG3G3.0.000GG806 . 9806 . 9806 . 9806 969996969969 BB6 .8 6 .8 6 .8 6 .868686868886868688 0 6 .8 8 0 6 .8 8 0 6 8 0 6 6666 68686 .8 6 .8 6 .8 6 .80000000000000000000000000000066 00606 00000000000000000000000000000000FF 799.4579944LDG 4ALDG 4ALDGLD59998 0 999994 46999000000804808080008800009.066 94 . 6 4 . 6FF 799F998 0 4 8 0 4988999 00LDG 6BLDG 6BLL5555 8 0 4 0 8 0 0DDDD8 0 4 8 0 8 0 4 8 0 99900000999997 72278 0 0 . 8 8 0 0 . 8 88FF 7979F912G12G229798.258888888888798257798.40040077806 .5 806 08 1 0 8 1 0 8 1 8 1 8 1 8 1 1 0 00000 8 0 9 8 0 9 0 9 9999408.798.207797955798.05500555444808 .4 808 .4088.48.444.4.4.444444440.66.66668 0 6 .6 8 0 6 . 6 .6 6 .6 .6 8 0 8 0 55798.9598 9798.798080959808006 3 06 363630606 88886333397980 9 . 680 9 . 680 980 98080798 222222 6666 7987987922222 798877797.70797778 0 8 088885858797.85588 97.7097.7099797977788 8888 . 88.9980 580 550080085 . 079805805999999999999989899989888001100005 00505050000000007 20020555575 0798.20079.20208 0 7 . 5 8 0 7 . 5 55 7 . 5 7 . 5 00111810 . 1810 . 1 1188101001010 . 1018200 8.4545515155889887977999 79599 7979BB5151LL9798.9088890904A4A98.458.459898879797977979799797.907.97779777977797.7070097.9008080. 2 . 2 9722 977002200804 24204. 242007797.907.0797.407.4797.6077797 90797 9770797.9098008000 7.907..900797.90979077098.50979898979799797.900797.607.888 00727222080808088888 8.50.797 9 4 7 9 4797 9 7 9 8798798 309798 30922798.3086262798 30798 30798.30304 .9 4 .900333337798.20798.20798 2085007 9 4 . 7 9 4 . ..988798799797.6079777797.202227 9 1 7 9 1 77 9 1 . 4 9 1 . 4 7.2027.200797.7377977797 43 7 9 2 7 9 2 R 797.03RR R255R 797.28 0 0 . 4 8 0 0 . 4 0 0 522797.90797.909444797.257579R RRR79R 796.80.8R 796.8068 0 0 . 2 8 0 0 . 2 8 7979007078022808022228228R 797.879R 807. 6807. 68080 7 . 3 0 7 . 3 . 3 . 3 .8.8088606797.6796 . 06000 6 . 0 8108100 0 6 0 6 0 6R00R 066RR 0049998.0999R 79099987930300.07494999R7R 798.009879797 9 6 . 7 9 6 . 77 790790 795795.5050885858959799 .5056. 36. 3 . 3 . 388068069888..79779N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.6 Eros20776.dwg3/25/2021EROSION CONTROL PLAN - SOUTH AUTHENTIX - MCHENRY 1" =060 6060'30SEE SHEET C5.6 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C5.6 Eros20776.dwg3/25/2021EROSION CONTROL DETAILS AUTHENTIX - MCHENRY AASIDE ELEVATIONBBPLAN VIEWNOTES:1. Filter fabric shall meet the requirements of material specification592GEOTEXTILE, Table I or 2, Class, I II or IV and shall be placed over thecleared area prior to the placing of rock.2. Rock or reclaimed concrete shall meet one of the following IDOT coarseaggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according toconstruction specification 25 ROCKFILL using placement Method 1 and ClassIII compaction.3. Any drainage facilities required because of washing shall be constructedaccording to manufacturers specifications.4. If wash racks are used they shall be installed according to the manufacturer'sspecifications.Filter FabricExisting GroundExistingPavement*Must Extend Full WidthOf Ingress And EgressOperation.Coarse AggregatePositive Drainage To SedimentTrapping Device.Wash Rack(Optional)6"STABILIZED CONSTRUCTION ENTRANCE PLANExisting Ground10'10'10'ExistingPavementL =L =14'PLAN VIEWNOTES:1. MAINTAINING TEMPORARY CONCRETE WASHOUTFACILITIES SHALL INCLUDE REMOVING AND DISPOSINGOF HARDENED CONCRETE AND/OR SLURRY ANDRETURNING THE FACILITIES TO A FUNCTIONALCONDITION.2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN ANEW AREA ONCE WASHOUT BECOMES TWO-THIRDSFULL.3. CONCRETE COLLECTION AREA SECURED IN PLACELINED WITH 30-MIL POLYETHYLENE OR APPROVEDEQUIVALENT.CONCRETEWASHOUTAREASIGN DETAILPlywood or Aluminum48" X 24" Min.4"x4"x6' Wood Postor 6' Steel Post Min.Letters 6" Min. Height30-MIL POLYETHYLENE10' Min 10' Min2.5'3.5' MinTEMPORARY CONCRETE WASHOUT FACILITY - BARRIER WALLNOTES:1. Staples shall be placed in a diamond pattern at 2 per s.y. for stiched blankets.Non-stiched shall use 4 staples per s.y. of material. This equates to 200 staples withstiched blanket and 400 stapels with non-stiched blanket per 100 s.y. of material.2. Staple or push pin lengths shall be selected based on soil type and conditions.(minimum staple length is 6").3. Erosion control material shall be placed in contact with the soil over a preparedseedbed.4. All anchor slots shall be stapled at approximately 12" intervals.EROSION CONTROL BLANKETINSTALLATION DETAILSTamp Soil FirmlyStaplesStaplesStaplesBURY TOE OF BLANKET INTRENCH 6" WIDE BY 6" DEEPOVERLAP END OFUPSLOPE BLANKET 4"OVER DOWNSLOPEBLANKET AND SECUREWITH STAPLESOVERLAP BLANKETS SIDE BYSIDE USING A 4" OVERLAPWITH UPSLOPE BLANKET LAIDOVER DOWNSLOPE BLANKETBURY UPSLOPE ENDOF BLANKET INTRENCH 6" WIDE BY6" DEEP6"-9"1" Min.6"-9"1.5" Min.12"3"6"4" Min.4" Min.4" G PPM MONITOREEEE E EEE E G G E E G G TPTPTPTPTP8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')[N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:STATE OF ILOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD12011911811711611511410410OUTLOT OWNER:MCHENRYWATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCEDGE OF TREESHIGH 1 STORYCONC. 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WALKNO ACCESSTO YARD ATTIME OFSURVEYWOODDECKWOODDECKWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEL24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDSBUILDING12G12G8G8G8G8" WM8" WM8" WM8" WM8" WM8" WM 8" WM8" PVC SANITARY8" PVC SANITARY8" PVC SANITARY 8" PVC SANITARY 8" PVC SAN ITARY CONNECT TOEXISTING SANITARYCONNECT TOEXISTINGWATERMAINSTUBCONNECT TOEXISTINGWATERMAINSTUBNOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.0 OverallUtil20776.dwg3/25/2021OVERALL UTILITY PLAN AUTHENTIX - MCHENRY 1" =060 6060'30 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756(N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62°0(132.39)[N00° 13' 00"W]OWNER:STATE OF IL(S00° 13' 00"E 574.15')75.24')(S00° 13' 00"E 574.15')N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53132.39150. 0 0 ' 175 . 0 0 '0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WCIRCUIT COURT CASE NO. 73-3756NOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. 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UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.W. LINE OF E. 75555.70' OF SE 1/4 OF SEC. 23-45-8 W. 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CONTRACTOR TO FIELD VERIFY LOCATION,INVERT, AND SIZE OF ALL EXISTING UTILITIESPRIOR TO ORDERING MATERIALS OR BEGINNINGUTILITY WORK. CONTRACTOR TO NOTIFYENGINEER OF ANY DISCREPANCIES IMMEDIATELY.2. UNLESS INDICATED OTHERWISE, FRAME ANDOPEN LID STORM STRUCTURES IN PAVEMENTSHALL BE NEENAH R-2502 WITH TYPE D LID ORAPPROVED EQUAL, AND FRAME AND CLOSED LIDSTORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-1772 OR APPROVED EQUAL. FRAMEAND OPEN LID STORM STRUCTURES IN OPENSPACE SHALL BE R-4340-B OR APPROVED EQUAL.ALL FRAME AND GRATES SHALL CONFORM TOLOCAL MUNICIPALITY REQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALLBE “NEENAH R-1772 WITH TYPE C LID (OREQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1- 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARDPICK HOLE.”3. LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.W. LINE OF E. 75555.70' OF SE 1/4 OF SEC W. LINE OF T (S00° 04' 30"E)(109000.14')OWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINK123122121120119118117116S00° 07' 17"W 1090.12'ONLINEONLINEONLINE0.20' W18" x 218" x 222" x 4222" x8"888"7 92 .2 792 .416" x 25" x 5x 524" x 2"15"5"112"1114"4"6"6"61618"18" x 218"14"15" x 5515"5"6"6622" x 218"15""41141444 EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTING99BUILDINGEXISTINGBUILDINGEXISTINGNER:NER:BUILDINGTIANAMSTTIANAMSTEXISTINGTINAA LININAA LINBUILDINGFENCE XCE F0.27' E27' FENCE XCE0.59' E9'FENCE XENC0.50' E.5FENCE X0.43' EFENCE X0.27' EFENCE XF0.58' E0FENCE XN17.34' W.POLELEW/ 3.5' ARM N-SWW0.44' NPOLEW/ 3.5' ARM N-SW/3. AARMM NN-SS0.30' NWOOD FENCEWOODDECKWOODSWELLSWELLDECKWOODDECKCHAIN LINKMATMATFENCEWOODFENCEWOODOWOWFENCEJASJASWOODFENCEWOODFENCEW00F99B8G8GEDGE OF TREES6' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OFAMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.6'20' WATERMAIN EASEMENTPER DOC.93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.L24BBLDG9AL24ABLDG10B12GB8"W)(1458.85')BUILDINGS EXISTT ON PROPERTY"20'POLEW/ 3.5' ARM N-S0.44' NL24ABLDG 2BL24ABLDG4AL24ABLDG 6B8B8BN:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg3/25/2021UTILITY PLAN - AREA 5 AUTHENTIX - MCHENRY 1" =030 3030'15SEE SHEET C6.4SEE SHEET C6.3KEY MAPN.T.S.AREA 5 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C6.1 Util20776.dwg3/25/2021UTILITY TABLES AND CROSSINGS AUTHENTIX - MCHENRY 1" =030 3030'15 N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C7.0 Det20776.dwg3/25/2021 CONSTRUCTION DETAILS AUTHENTIX - MCHENRY N:\2020\20776\Drawings\ACAD\LD\S04\Sheet Drawings\C7.0 Det20776.dwg3/25/2021 CONSTRUCTION DETAILS AUTHENTIX - MCHENRY EEEE E EEE E E E TPTPTPTPTP(N00° 12' 35"W 1170.03') (S00° 13' 00"E 574.15')(N90° 00' 00"W 198.02')(S00° 12' 35"E 302.77')(N89° 28' 57"E 211.24')(S00° 13' 00"E 574.15')(N90° 00' 00"W 198.02')(S17° 1 9 ' 1 3 " W 1 2 6 . 9 6 ' ) (S00° 00' 00"E (S00° 12' 35"E 521.61') (S00° 12' 40"E 100.30')(N90° 00' 00"W 383.65')(S00° 00' 00"E 46.44')"W 198.50')0')(N17° 19' 13"E 32.30')(N17° 1 9 ' 1 3 " E 9 4 . 6 6 ' )(S89° 28' 57"W 931.81')(S89° 28' 57"W 432.98')15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK GROUNDS BUILDING8G8G8GL24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24A12G12GL24BBLDG 1AL24ABLDG 2BL24ABLDG 3BGROUNDS BUILDINGL24ABLDG 4AL24ABLDG 6B12G12GL24ABLDG 8BL24BBLDG 9AL24AL24BBLDG 11A8G8G8GL24BBLDG 12AL24ABLDG 7BL24ABLDG 5AFIRE TRUCK EXHIBITAUTHENTIX - McHENRYN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\20776 Fire Truck Route Exhibit.dwg3/17/2021SCALE: 1" = 120'060 120DATE: 03-17-21 Schematic Sign PackageAuthentix McHenryMcHenry, IL McHENRY Proposed Sign LocationsProposed MonumentSignProposed Tower Sign PROJECT SITE: MCHENRY - AUTHENTIX EAST OF RICHMOND ROAD AND BLAKE ROAD CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS PREPARED FOR: CONTINENTAL 523 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WISCONSIN 53051 PREPARED BY: V3 COMPANIES 7325 JANES AVENUE WOODRIDGE, ILLINOIS 60517 630.724.9200 MARCH 25, 2020 V3 Companies Project No. 20776 FINAL STORMWATER MANAGEMENT REPORT TABLE OF CONTENTS Section 1 - Storm Water Management Narrative Section 2 - Storm Water Management Calculations - Existing Curve Number - Existing Time of Concentration - Existing Win TR-20 Output (Drainage to the West) - Proposed Runoff Coefficient - Proposed Time of Concentration - Proposed Curve Number - Proposed Stage Storage Discharge - Proposed Stage Storage Table - Proposed Win TR-20 Output Section 3 - Storm Water Exhibits - Existing Tributary Area Exhibit - Proposed Tributary Area Exhibit - Proposed Pervious Area Exhibit - ALTA/NSPS Land Title and Topographic Survey Section 4 - General Exhibits - Project Location Map - Aerial Map - USGS Topographic Map - USGS Hydrologic Atlas - FEMA FIRM - Flood Zones of McHenry County, Illinois, Map - National Wetland Inventory Map - Soil Survey of McHenry County Section 1 x Storm Water Management Narrative Stormwater Management Report for McHenry - Authentix East of Richmond Drive and Blake Road City of McHenry, McHenry County, Illinois OVERVIEW: The proposed McHenry – Authentix development is located east of the intersection of Richmond Drive and Blake Road, in the City of McHenry. The existing 20.60 +/- acre site is undeveloped farm land, with limited foliage. The proposed site will provide stormwater detention for all onsite drainage, and also for the future developed condition for the 7.58 +/- acres of farmland to the south. Under existing conditions, the site generally drains from west to east, then sheet flowing across the residential properties to the east. The property is located within the Upper Fox River watershed. PROPOSED STORMWATER MANAGEMENT SYSTEM: Continental Properties is proposing to develop the property with an apartment complex containing 12 2- story apartment buildings, a clubhouse with pool, at-grade parking including garages, and associated utility infrastructure. The project will also include a proposed detention basin located at the north end of the site. The existing 20.60-acre site is undeveloped farmland that drains via sheet flow from the west to the east. The 7.58-acre parcel south of the project site not currently being developed also sheet flows from west to east. Overall, the entirety of the property sheet drains across the residential properties on the west side of Hazelwood Drive. An Existing Tributary Area Exhibit can be found in Section 3 of this report. The proposed 20.60-acre project site is designed to drain into storm sewers that will convey stormwater into the proposed detention pond to the north before being released to the northeast through a restrictor structure. Overland overflow routes will also be provided to safely convey larger storm events through the project site and to the detention basin. Based on discussions with the adjacent property owner and the Village, the proposed detention basin has been designed to provide the required detention volume for the 20.60 acre proposed development in addition to the roughly 7.58-acre property to the south. Multiple storm sewer stubs have been provided at the south property line to allow for the future connection of that property to the detention basin when the 7.58 acres to the south is developed. As reflected on the Proposed Pervious Area Exhibit in Section 3, the proposed development is 38.1% pervious resulting in a proposed CN of 91. The detention basin was also designed based on the offsite property to the south having a future development CN of 91. According to the McHenry County Stormwater Management Ordinance the release rate requirements are 0.04 CFS/acre for the 2-year storm event, and 0.15 CFS/acre for the 100-year storm event. With a total tributary area of 28.18 +/- acres, the allowable detention basin release rate for the 2-year event is 1.13 cfs (28.18 * 0.04 = 1.13), and the allowable release rate for the 100-year event is 4.23 cfs (28.18 * 0.15 = 4.23). The required V3 Companies x 2 storage volume and release rates were analyzed with WIN-TR20 and those results can be found in Section 2 of this report. The restrictor orifices were sized per the required release rates, resulting in a two-stage restrictor structure to meet each release requirement. A 5.75” restrictor is provided at elevation 786.00 for the 2-year 24-hour event, and a 7” restrictor is provided at elevation 788.00 for the 100-year 24-hour event. The resulting actual release rates are less than the allowable release rates as summarized in the table below and the total storage capacity of the basin is 14.17 acre-ft. Existing Release Rate Allowable Release Rate Actual Release Rate Design HWL Actual HWL 2- Year Storm 7.03 cfs 1.13 cfs 1.08 cfs 788.00 787.78 100-Year Storm 20.75 cfs 4.23 cfs 4.02 cfs 791.00 790.92 STORM SEWER DESIGN: Proposed storm sewer will be designed for the 10-year 24-hour rainfall event as required by the McHenry County Stormwater Management Ordinance. EXISTING SOIL CHARACTERISTICS: The soils on the project are predominantly 570A Martinsville Silt Loam, and 327B Fox Silt Loam with a small area of 198A Elburn Silt Loam at the Northwest corner of the property per the Soil Survey of Cook County. EROSION CONTROL MEASURES: A stabilized construction entrance will be installed at the west entrance location on Blake Road. Silt fence will be installed along the perimeter of the proposed grading operations on the site and sediment traps will be placed in all the existing and proposed storm manholes in and around the site that are tributary to construction activities. The erosion control measures are reflected on the Erosion Control Plans within the Engineering Plans. In addition, a Stormwater Pollution Prevention Plan (SWPPP) will be prepared as required by the IEPA for NPDES SWPPP permitting. CONCLUSION: It is our opinion that the proposed stormwater management design conforms to the requirements of McHenry County Stormwater Management Ordinance. The proposed improvements do not impact the downstream storm water system or increase stormwater release from the project site. Section 2 x Storm Water Management Calculations - Existing Curve Number - Existing Time of Concentration - Existing Win TR-20 Output (Drainage to the West) - Proposed Runoff Coefficient - Proposed Time of Concentration - Proposed Curve Number - Proposed Stage Storage Discharge - Proposed Stage Storage Table - Proposed Win TR-20 Output Worksheet 2: Runoff curve number and runoff 1. Runoff curve number Area 3/24/2021 Developed Product of CN [1]Cover description By Present Project Authentix McHenry MSG Date DateRWLocationMcHenry Illinois Check one: Checked Soil name and hydrologic group CN (weighted) = total product/total area = ; 2. Runoff 88 31.67 2786.96Totals Use CN Row Crops Figure 2-488 of CN x area Figure 2-3Table 2-2Storm #1 Storm #2 hydrologic group Storm #3 (appendix A)(cover type, treatment, and hydrologic condition; percent impervious; unconnected impervious area ratio) 88.00 [1] Use only one CN source per line C 2786.9631.67 Runoff, Q ………………..…… Rainfall, P (24-hour) ……..…. Frequency ……………..……. (Use P and CN with table 2-1, figure 2-1, or equations 2-3 and 2-4) in in yr P D mi2 acres % D-2 (210-VI-TR-55, Second Ed., June 1986) Project: McHenry - Authentix By: MSG Date: 03/24/21 Location: City of McHenry Illinois Checked: RW Date: Circle One: Present Developed Circle One:Tc Tt through subareas Sheet Flow (Applicable to Tc only)Segment ID 1 1. Surface description (table 3-1)………………………………CULTIVATED SOILS 2. Manning's roughness coeff., n (table 3-1)…………………0.06 3. Flow Length, L (total L < 100 ft)……………………………ft 100 4. Two-yr 24-hr rainfall, P2………………………………………in 3.34 5. Land slope, s…………………………………………………ft / ft 0.020 6. Tt = 0.007 (nL)0.8 Compute Tt………………hr 0.08 0.08 P2 0.5 s0.4 Shallow Concentrated Flow Segment ID 1 7. Surface Description (paved or unpaved)……………………UNPAVED 8. Flow Length, L…………………………………………………ft 1861 9. Watercourse slope, s…………………………………………ft / ft 0.015 10. Average velocity, V (figure 3-1)……………………………ft / s 2 11. Tc = L Compute Tc………………hr 0.26 0.26 3600 V Channel Flow Segment ID 12. Cross sectional flow area, a…………………………………ft2 13. Wetted perimeter, Pw…………………………………………ft 14. Hydraulic radius, r = a / Pw Compute r………………ft 15. Channel slope, s………………………………………………ft / ft 16. Manning's roughness coeff., n……………………………… 17. V = 1.49 r2/3 s1/2 Compute V………………ft / s n 18. Flow length, L…………………………………………………ft 1807 19. Tt = L Compute Tt………………hr 0.00 0 3600 V 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)………………………hr 0.34 Worksheet 3: Time of Concentration (Tc) or Travel Time (Tt) e:\2001\01060\Excel\Existing_Tc Calculation.xls 3/24/2021 WinTR-20 Printed Page File Beginning of Input Data List N:\2020\20776\Calcs&Data\LD\Storm\Existing 2 10 100 B75 Northeast.inp WinTR-20: version 3.20 0 0 0.1 0 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG SUB-AREA: Area 1 Outlet 0.0307812588. 0.34 STORM ANALYSIS: 2y,24h 3.34 Huff3-24 2 3.34 10y,24h 5.15 Huff3-24 2 3.34 100y,24h 8.57 Huff3-24 2 3.34 RAINFALL DISTRIBUTION: Huff1-5m 0.0034722 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-10m 0.0069444 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-15m 0.01041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-30m 0.020833 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-1 0.041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-2 0.083333 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-3 0.125 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-6 0.25 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff2-12 0.5 0.0000 0.0229 0.0482 0.0778 0.1133 0.1579 0.2139 0.2841 0.3644 0.4529 0.5435 0.6238 0.6976 0.7548 0.8038 0.8470 0.8781 0.9022 0.9217 0.9381 0.9529 0.9657 0.9774 0.9884 1.0000 Huff3-18 0.75 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff3-24 1. 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff4-48 2. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-72 3. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-120 5. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-240 10. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 GLOBAL OUTPUT: 2 0.1 0.1 YNNNN YNNNNN WinTR-20 Printed Page File End of Input Data List 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Name of printed page file: N:\2020\20776\Calcs&Data\LD\Storm\Existing 2_10_100_B75_Northeast.out STORM 2y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 2.121 16.04 4.91 159.56 OUTLET 0.031 2.121 16.04 4.91 159.56 Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 4.300 0.0 0.10 0.12 0.14 0.16 0.18 0.20 5.000 0.22 0.24 0.25 0.27 0.29 0.31 0.33 5.700 0.34 0.36 0.38 0.39 0.41 0.42 0.43 6.400 0.44 0.45 0.46 0.47 0.49 0.50 0.51 7.100 0.53 0.55 0.58 0.59 0.61 0.63 0.64 7.800 0.65 0.66 0.68 0.70 0.74 0.79 0.82 8.500 0.84 0.86 0.88 0.89 0.90 0.92 0.94 9.200 0.99 1.04 1.08 1.11 1.13 1.14 1.16 OUTLET 0.031 2.121 16.04 4.91 159.56OUTLET 0.031 2.121 16 04 4 91 159 56 9.900 1.18 1.19 1.23 1.35 1.48 1.57 1.62 10.600 1.65 1.68 1.70 1.72 1.74 1.79 1.90 11.300 2.02 2.10 2.15 2.18 2.21 2.24 2.26 12.000 2.28 2.37 2.66 2.98 3.18 3.29 3.36 12.700 3.41 3.45 3.48 3.52 3.57 3.68 3.81 13.400 3.89 3.94 3.98 4.02 4.05 4.08 4.11 14.100 4.16 4.29 4.43 4.52 4.58 4.62 4.65 14.800 4.68 4.70 4.73 4.75 4.77 4.78 4.80 15.500 4.82 4.83 4.85 4.87 4.89 4.91 4.90 16.200 4.83 4.74 4.70 4.69 4.69 4.70 4.71 16.900 4.72 4.73 4.68 4.43 4.15 4.00 3.94 17.600 3.91 3.90 3.90 3.91 3.91 3.84 3.52 18.300 3.17 2.98 2.90 2.86 2.84 2.84 2.83 19.000 2.83 2.78 2.53 2.26 2.12 2.05 2.02 19.700 2.01 2.00 2.00 2.00 1.95 1.76 1.54 20.400 1.43 1.37 1.35 1.34 1.33 1.33 1.33 21.100 1.31 1.22 1.12 1.07 1.05 1.04 1.03 21.800 1.03 1.03 1.03 1.02 0.98 0.94 0.92 22.500 0.91 0.90 0.90 0.90 0.90 0.90 0.90 23.200 0.89 0.87 0.87 0.87 0.86 0.86 0.86 23.900 0.86 0.86 0.80 0.55 0.28 0.13 0.0 STORM 10y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 3.810 16.03 8.27 268.57 OUTLET 0.031 3.810 16.03 8.27 268.57 WinTR-20 Version 3.20 Page 1 03/24/2021 15:06 OUTLET 0.031 3.810 16.03 8.27 268.57O 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.900 0.0 0.13 0.17 0.21 0.25 0.29 0.33 3.600 0.37 0.40 0.44 0.47 0.51 0.54 0.58 4.300 0.63 0.67 0.70 0.74 0.77 0.80 0.83 5.000 0.86 0.89 0.92 0.96 0.99 1.02 1.04 5.700 1.07 1.10 1.12 1.14 1.16 1.17 1.18 6.400 1.19 1.21 1.23 1.25 1.27 1.28 1.30 7.100 1.33 1.37 1.42 1.45 1.48 1.50 1.52 7.800 1.54 1.56 1.57 1.61 1.70 1.79 1.85 8.500 1.89 1.92 1.94 1.96 1.98 2.00 2.04 9.200 2.13 2.24 2.30 2.34 2.37 2.40 2.42 9.900 2.44 2.46 2.53 2.76 3.02 3.17 3.26 10.600 3.31 3.35 3.38 3.41 3.43 3.50 3.70 11.300 3.92 4.06 4.14 4.19 4.22 4.26 4.28 12.000 4.31 4.45 4.98 5.56 5.90 6.08 6.18 12.700 6.25 6.30 6.34 6.38 6.45 6.63 6.83 13.400 6.96 7.03 7.08 7.12 7.16 7.19 7.22 14.100 7.29 7.50 7.73 7.87 7.94 7.99 8.03 14.800 8.06 8.09 8.11 8.13 8.14 8.15 8.16 15.500 8.18 8.20 8.21 8.23 8.25 8.26 8.24 16.200 8.10 7.95 7.87 7.84 7.83 7.83 7.84 16.900 7.85 7.86 7.77 7.34 6.88 6.63 6.51 17.600 6.46 6.44 6.44 6.44 6.44 6.32 5.79 18.300 5.22 4.90 4.76 4.69 4.66 4.65 4.64 19.000 4.64 4.55 4.14 3.70 3.46 3.35 3.30 19.700 3.28 3.27 3.26 3.26 3.18 2.86 2.52 20.400 2.32 2.24 2.20 2.18 2.17 2.16 2.16 21.100 2.13 1.98 1.83 1.74 1.70 1.69 1.68 21.800 1.67 1.67 1.67 1.66 1.59 1.53 1.49 22.500 1.47 1.46 1.46 1.46 1.46 1.46 1.45 23.200 1.44 1.42 1.41 1.41 1.40 1.40 1.40 23.900 1.40 1.40 1.30 0.90 0.45 0.21 0.0 STORM 100y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 7.125 16.02 14.51 471.28 OUTLET 0.031 7.125 16.02 14.51 471.28 Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 1.800 0.0 0.16 0.25 0.34 0.44 0.54 0.63 2.500 0.73 0.81 0.90 0.98 1.05 1.13 1.20 3.200 1.29 1.37 1.45 1.52 1.58 1.65 1.71 3.900 1.76 1.82 1.88 1.97 2.05 2.13 2.19 4.600 2.24 2.29 2.34 2.38 2.43 2.48 2.53 5.300 2.59 2.64 2.69 2.73 2.76 2.80 2.84 WinTR-20 Version 3.20 Page 2 03/24/2021 15:06 OUTLET 0.031 7.125 16.02 14.51 471.28O8 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 6.000 2.87 2.89 2.89 2.89 2.90 2.91 2.94 6.700 2.96 2.98 3.01 3.03 3.07 3.15 3.25 7.400 3.31 3.35 3.38 3.41 3.43 3.45 3.47 8.100 3.53 3.70 3.89 4.01 4.07 4.12 4.15 8.800 4.17 4.20 4.22 4.28 4.46 4.66 4.78 9.500 4.85 4.89 4.92 4.95 4.97 4.99 5.12 10.200 5.57 6.06 6.35 6.50 6.58 6.63 6.67 10.900 6.70 6.73 6.84 7.21 7.62 7.86 7.98 11.600 8.06 8.11 8.14 8.17 8.20 8.45 9.43 12.300 10.49 11.10 11.40 11.56 11.65 11.71 11.75 13.000 11.79 11.89 12.20 12.54 12.74 12.84 12.91 13.700 12.95 12.99 13.02 13.04 13.15 13.50 13.89 14.400 14.11 14.23 14.30 14.34 14.37 14.39 14.41 15.100 14.43 14.43 14.42 14.43 14.44 14.45 14.47 15.800 14.48 14.49 14.51 14.45 14.19 13.91 13.76 16.500 13.69 13.67 13.66 13.66 13.67 13.67 13.50 17.200 12.76 11.95 11.50 11.30 11.20 11.16 11.15 17.900 11.14 11.14 10.92 10.01 9.01 8.46 8.21 18.600 8.10 8.04 8.02 8.01 8.00 7.83 7.14 19.300 6.38 5.96 5.77 5.68 5.64 5.62 5.61 20.000 5.60 5.47 4.92 4.33 3.99 3.84 3.77 20.700 3.74 3.72 3.72 3.71 3.65 3.41 3.14 21.400 2.99 2.92 2.89 2.88 2.87 2.87 2.87 22.100 2.84 2.73 2.62 2.55 2.53 2.51 2.51 22.800 2.50 2.50 2.50 2.49 2.47 2.43 2.42 23.500 2.41 2.40 2.40 2.40 2.40 2.40 2.23 24.200 1.54 0.78 0.36 0.17 0.0 WinTR-20 Version 3.20 Page 3 03/24/2021 15:06 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,24h 10y,24h 100y,24h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) Area 1 0.031 4.91 8.27 14.51 OUTLET 0.031 4.91 8.27 14.51 WinTR-20 Version 3.20 Page 4 03/24/2021 15:06 RUNOFF COEFFICIENT CALCULATION PROJECT: Authentix - McHenry V3 FILE NO.: 20776 DATE: 03/24/21 PREPARED BY: MSG REVIEWED DATE:03/24/21 REVIEWED BY: RW Impervious Area (ACRE)12.75 Impervious c-factor 0.90 Pervious Area (ACRE)7.85 Pervious c-factor 0.45 TOTAL AREA (ACRE)20.60 0.90 * (Impervious Area) + 0.45 * (Pervious Area) 0.90 * (12.75 acres) + 0.45 * (7.85 acres) C=0.73 Total AreaC = C =20.60 Project: McHenry - Authentix By: MSG Date: 03/22/21 Location: City of McHenry Illinois Checked: RW Date: Circle One: Present Developed Circle One:Tc Tt through subareas Sheet Flow (Applicable to Tc only)Segment ID 1. Surface description (table 3-1)………………………………grass 2. Manning's roughness coeff., n (table 3-1)…………………0.15 3. Flow Length, L (total L < 100 ft)……………………………ft 100 4. Two-yr 24-hr rainfall, P2………………………………………in 3.34 5. Land slope, s…………………………………………………ft / ft 0.020 6. Tt = 0.007 (nL)0.8 Compute Tt………………hr 0.16 0.16 P2 0.5 s0.4 Shallow Concentrated Flow Segment ID 7. Surface Description (paved or unpaved)…………………… 8. Flow Length, L…………………………………………………ft 9. Watercourse slope, s…………………………………………ft / ft 10. Average velocity, V (figure 3-1)……………………………ft / s 11. Tc = L Compute Tc………………hr 0.00 3600 V Channel Flow Segment ID 1 12. Cross sectional flow area, a…………………………………ft2 1.76715 13. Wetted perimeter, Pw…………………………………………ft 4.712 14. Hydraulic radius, r = a / Pw Compute r………………ft 0.38 15. Channel slope, s………………………………………………ft / ft 0.003 16. Manning's roughness coeff., n………………………………0.0012 17. V = 1.49 r2/3 s1/2 Compute V………………ft / s 35.37 n 18. Flow length, L…………………………………………………ft 1807 19. Tt = L Compute Tt………………hr 0.01 0.014192 3600 V 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)………………………hr 0.17 Worksheet 3: Time of Concentration (Tc) or Travel Time (Tt) e:\2001\01060\Excel\Tc Calculation.xls 3/24/2021 Worksheet 2: Runoff curve number and runoff Check one: Checked Soil name and hydrologic group Project Authentix McHenry MSG Date DateRWLocationMcHenry Illinois 3/24/2021 Developed Product of CN [1]Cover description By Present Area 1. Runoff curve number CN (weighted) = total product/total area = ; Runoff, Q ………………..…… Rainfall, P (24-hour) ……..…. Frequency ……………..……. (Use P and CN with table 2-1, figure 2-1, or equations 2-3 and 2-4) in in yr Storm #3 (appendix A)(cover type, treatment, and hydrologic condition; percent impervious; unconnected impervious area ratio) 91.07 [1] Use only one CN source per line C C Open space - Lawns 933.949.53 Storm #1 Storm #2 hydrologic group of CN x area Figure 2-3Table 2-27.85Figure 2-498Pavement 620.15 C Pond Below HWL 100 3.22 322 79 2. Runoff 91 20.60 1876.09Totals Use CN P D mi2 acres % D-2 (210-VI-TR-55, Second Ed., June 1986) STAGE DISCHARGE CALCULATION WORKSHEET PROJECT: FALSE V3 FILE NO.: 2 DATE: 2 PREPARED BY: EMERGENCY OVERFLOW WEIR ORIFICE 1 INFORMATION ORIFICE 2 INFORMATION WEIR COEFF. 3.10 DIA. (inches) 5.75 DIA. (inches) 7 WEIR LENGTH (feet) 10.00 AREA (feet2)0.180 AREA (feet2)0.267 WEIR CREST ELEVATION 791.00 DIS. COEFF. 0.610 DIS. COEFF. 0.610 CONTRACTIONS 2.00 ORIFICE INV ELEV. 786.00 ORIFICE INV ELEV. 788.00 C/L ELEV. 786.24 C/L ELEV. 788.29 OUTLET PIPE INFORMATION Applicable to Design?NO DIAMETER (inches) AREA (feet2)0.000 MANNING'S COEFFICIENT INLET DISCHARGE ELEVATION DISCHARGE INVERT ELEV DISCHARGE T/P ELEV 0.00 PIPE LENGTH (feet) PIPE SLOPE (FT/FT) 0.0000 SUMMARY OF ALLOWABLE DISCHARGES 2-yr: Qrelease =1.12 cfs Qoffsite =cfs Qundetained =cfs Qallowable =1.12 cfs 100-yr: Qrelease =4.22 cfs Qoffsite =cfs Qundetained =cfs Qallowable =4.22 cfs v2.0 POND H2O TAIL WATER OUTLET PIPE Qpipe HEADoverflow Qoverflow HEADorifice(1)Qorifice(1)HEADorifice(2)Qorifice(2)QCONTROL ELEVATION ELEVATION HYDR. SLOPE (cfs)(ft) (cfs) (ft) (cfs) (ft) (cfs) (cfs) 786.00 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.000 787.00 0.00% 0.000 0.00 0.000 0.76 0.770 0.00 0.000 0.770 788.00 0.00% 0.000 0.00 0.000 1.76 1.171 0.00 0.000 1.171 789.00 0.00% 0.000 0.00 0.000 2.76 1.467 0.71 1.101 2.568 790.00 0.00% 0.000 0.00 0.000 3.76 1.712 1.71 1.710 3.422 791.00 0.00% 0.000 0.00 0.000 4.76 1.926 2.71 2.153 4.079 792.00 0.00% 0.000 1.00 30.380 5.76 2.119 3.71 2.519 35.018 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00% 0.000 0.00 0.000 0.00 0.000 0.00 0.000 EQUATIONS MANNINGS EQUATION FOR OUTLET PIPE: ORIFICE 1: ORIFICE 2: Q = (1.486/n) x Apipe x (rh 2/3) x (S1/2) Q = Cd x Aorifice x (2 x g x H)1/2 Q = Cd x Aorifice x (2 x g x H)1/2 where:where: where: Apipe = AREA OF DISCHARGE PIPE Aorifice = AREA OF ORIFICE, ft2 Aorifice = AREA OF ORIFICE, ft2 n = MANNINGS ROUGHNESS CONSTANT Cd = DISCHARGE COEFFICIENT Cd = DISCHARGE COEFFICIENT rh = HYDRAULIC RADIUS OF DISCHARGE PIPE H = TOTAL HEAD, ft H = TOTAL HEAD, ft S = HYDRAULIC SLOPE OF DISCHARGE PIPE g = ACC. DUE TO GRAVITY g = ACC. DUE TO GRAVITY EMERGENCY OVERFLOW RECTANGULAR WEIR: Q = C x (L - 0.1 x i x H) x H^3/2 where: C = DISCHARGE COEFFICIENT H = TOTAL HEAD, ft L = WEIR OPENING WIDTH, ft i = NUMBER OF CONTRACTIONS NOTE: WHEN WSEL IS BELOW CL OF ORIFICE THEN WEIR FLOW THRU ORIFICE IS USED. WHEN WSEL IS BETWEEN CL AND TOP OF ORIFICE, WEIR FLOW & ORIFICE FLOW IS COMPARED AND MOST RESTRICTIVE FLOW VALUE IS USED. NOTE: WHEN WSEL IS BELOW CL OF ORIFICE THEN WEIR FLOW THRU ORIFICE IS USED. WHEN WSEL IS BETWEEN CL AND TOP OF ORIFICE, WEIR FLOW & ORIFICE FLOW IS COMPARED AND MOST RESTRICTIVE FLOW VALUE IS USED. Authentix - McHenry MSG 3/3/2021 20776 YES NOYESNORestrictor Pipe YES NOYESNOOrifice 1 YES NO FAFAAAFAA YES NOOrifice 2 YES NOYESNOWeir Storm Inlet YES NO V3 Companies, LTD. Stage Storage Discharge - v2.0 PROJECT: 20776 - McHenry V3 FILE NO.: 20776 DATE: 03/22/21 PREPARED BY: MSG CHECKED BY: RW PROPOSED BASIN ELEVATION AREA AVERAGE STAGE CUMULATIVE (acres) AREA VOLUME VOLUME (acres) (acre-feet) (acre-feet) 786.00 2.46 0.00 2.530 2.530 787.0 2.60 2.53 2.680 2.680 788.0 2.76 5.21 2.832 2.832 789.0 2.91 8.04 2.987 2.987 790.0 3.06 11.03 3.144 3.144 791.0 3.22 14.17 Total Volume Provided = 14.17 ac-ft PROPOSED STORAGE BASIN COMMENT WinTR-20 Printed Page File Beginning of Input Data List N:\2020\20776\Calcs&Data\LD\Storm\McHenry Authentix TR-20 Crit Duration.inp WinTR-20: version 3.20 0 0 0.1 0 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 SUB-AREA: AREA 1 POND 1 0.0439062591. 0.17 STREAM REACH: POND 1 OUTLET POND 1 Y STORM ANALYSIS: 2m,5m 0.19 Huff1-5m 2 3.34 2m,10m 0.33 Huff1-10m 2 3.34 2m,15m 0.42 Huff1-15m 2 3.34 2m,30m 0.58 Huff1-30m 2 3.34 2m,1h 0.74 Huff1-1 2 3.34 2m,2h 0.91 Huff1-2 2 3.34 2m,3h 1.00 Huff1-3 2 3.34 2m,6h 1.18 Huff1-6 2 3.34 2m,12h 1.37 Huff2-12 2 3.34 2m,18h 1.48 Huff3-18 2 3.34 2m,24h 1.57 Huff3-24 2 3.34 2m,48h 1.72 Huff4-48 2 3.34 2m,72h 1.87 Huff4-72 2 3.34 2m,120h 2.08 Huff4-120 2 3.34 2m,240h 2.63 Huff4-240 2 3.34 3m,5m 0.22 Huff1-5m 2 3.34 3m,10m 0.38 Huff1-10m 2 3.34 3m,15m 0.49 Huff1-15m 2 3.34 3m,30m 0.66 Huff1-30m 2 3.34 3m,1h 0.84 Huff1-1 2 3.34 3m,2h 1.04 Huff1-2 2 3.34 3m,3h 1.15 Huff1-3 2 3.34 3m,6h 1.35 Huff1-6 2 3.34 3m,12h 1.56 Huff2-12 2 3.34 3m,18h 1.69 Huff3-18 2 3.34 3m,24h 1.80 Huff3-24 2 3.34 3m,48h 1.97 Huff4-48 2 3.34 3m,72h 2.14 Huff4-72 2 3.34 3m,120h 2.38 Huff4-120 2 3.34 3m,240h 3.01 Huff4-240 2 3.34 4m,5m 0.24 Huff1-5m 2 3.34 4m,10m 0.41 Huff1-10m 2 3.34 4m,15m 0.53 Huff1-15m 2 3.34 4m,30m 0.73 Huff1-30m 2 3.34 4m,1h 0.93 Huff1-1 2 3.34 4m,2h 1.14 Huff1-2 2 3.34 4m,3h 1.26 Huff1-3 2 3.34 4m,6h 1.48 Huff1-6 2 3.34 4m,12h 1.71 Huff2-12 2 3.34 4m,18h 1.85 Huff3-18 2 3.34 4m,24h 1.97 Huff3-24 2 3.34 4m,48h 2.16 Huff4-48 2 3.34 4m,72h 2.34 Huff4-72 2 3.34 4m,120h 2.61 Huff4-120 2 3.34 4m,240h 3.30 Huff4-240 2 3.34 6m,5m 0.27 Huff1-5m 2 3.34 6m,10m 0.47 Huff1-10m 2 3.34 6m,15m 0.61 Huff1-15m 2 3.34 6m,30m 0.83 Huff1-30m 2 3.34 6m,1h 1.05 Huff1-1 2 3.34 6m,2h 1.30 Huff1-2 2 3.34 6m,3h 1.44 Huff1-3 2 3.34 6m,6h 1.68 Huff1-6 2 3.34 6m,12h 1.95 Huff2-12 2 3.34 6m,18h 2.11 Huff3-18 2 3.34 6m,24h 2.24 Huff3-24 2 3.34 6m,48h 2.46 Huff4-48 2 3.34 6m,72h 2.67 Huff4-72 2 3.34 6m,120h 2.97 Huff4-120 2 3.34 6m,240h 3.76 Huff4-240 2 3.34 9m,5m 0.31 Huff1-5m 2 3.34 9m,10m 0.53 Huff1-10m 2 3.34 9m,15m 0.69 Huff1-15m 2 3.34 9m,30m 0.94 Huff1-30m 2 3.34 9m,1h 1.20 Huff1-1 2 3.34 9m,2h 1.48 Huff1-2 2 3.34 9m,3h 1.63 Huff1-3 2 3.34 9m,6h 1.91 Huff1-6 2 3.34 9m,12h 2.21 Huff2-12 2 3.34 9m,18h 2.39 Huff3-18 2 3.34 9m,24h 2.55 Huff3-24 2 3.34 9m,48h 2.79 Huff4-48 2 3.34 9m,72h 3.03 Huff4-72 2 3.34 9m,120h 3.37 Huff4-120 2 3.34 9m,240h 4.27 Huff4-240 2 3.34 1y,5m 0.33 Huff1-5m 2 3.34 1y,10m 0.58 Huff1-10m 2 3.34 1y,15m 0.75 Huff1-15m 2 3.34 1y,30m 1.03 Huff1-30m 2 3.34 1y,1h 1.30 Huff1-1 2 3.34 1y,2h 1.61 Huff1-2 2 3.34 1y,3h 1.77 Huff1-3 2 3.34 1y,6h 2.08 Huff1-6 2 3.34 1y,12h 2.41 Huff2-12 2 3.34 1y,18h 2.61 Huff3-18 2 3.34 1y,24h 2.77 Huff3-24 2 3.34 1y,48h 3.04 Huff4-48 2 3.34 1y,72h 3.30 Huff4-72 2 3.34 1y,120h 3.67 Huff4-120 2 3.34 1y,240h 4.65 Huff4-240 2 3.34 2y,5m 0.40 Huff1-5m 2 3.34 2y,10m 0.70 Huff1-10m 2 3.34 2y,15m 0.90 Huff1-15m 2 3.34 2y,30m 1.24 Huff1-30m 2 3.34 2y,1h 1.57 Huff1-1 2 3.34 2y,2h 1.94 Huff1-2 2 3.34 2y,3h 2.14 Huff1-3 2 3.34 2y,6h 2.51 Huff1-6 2 3.34 2y,12h 2.91 Huff2-12 2 3.34 2y,18h 3.14 Huff3-18 2 3.34 2y,24h 3.34 Huff3-24 2 3.34 2y,48h 3.66 Huff4-48 2 3.34 2y,72h 3.97 Huff4-72 2 3.34 2y,120h 4.42 Huff4-120 2 3.34 2y,240h 5.60 Huff4-240 2 3.34 5y,5m 0.52 Huff1-5m 2 3.34 5y,10m 0.90 Huff1-10m 2 3.34 5y,15m 1.16 Huff1-15m 2 3.34 5y,30m 1.59 Huff1-30m 2 3.34 5y,1h 2.02 Huff1-1 2 3.34 5y,2h 2.49 Huff1-2 2 3.34 5y,3h 2.75 Huff1-3 2 3.34 5y,6h 3.23 Huff1-6 2 3.34 5y,12h 3.74 Huff2-12 2 3.34 5y,18h 4.04 Huff3-18 2 3.34 5y,24h 4.30 Huff3-24 2 3.34 5y,48h 4.71 Huff4-48 2 3.34 5y,72h 5.08 Huff4-72 2 3.34 5y,120h 5.63 Huff4-120 2 3.34 5y,240h 7.09 Huff4-240 2 3.34 10y,5m 0.62 Huff1-5m 2 3.34 10y,10m 1.08 Huff1-10m 2 3.34 10y,15m 1.39 Huff1-15m 2 3.34 10y,30m 1.91 Huff1-30m 2 3.34 10y,1h 2.42 Huff1-1 2 3.34 10y,2h 2.99 Huff1-2 2 3.34 10y,3h 3.30 Huff1-3 2 3.34 10y,6h 3.86 Huff1-6 2 3.34 10y,12h 4.48 Huff2-12 2 3.34 10y,18h 4.84 Huff3-18 2 3.34 10y,24h 5.15 Huff3-24 2 3.34 10y,48h 5.62 Huff4-48 2 3.34 10y,72h 6.05 Huff4-72 2 3.34 10y,120h 6.68 Huff4-120 2 3.34 10y,240h 8.25 Huff4-240 2 3.34 25y,5m 0.77 Huff1-5m 2 3.34 25y,10m 1.35 Huff1-10m 2 3.34 25y,15m 1.74 Huff1-15m 2 3.34 25y,30m 2.39 Huff1-30m 2 3.34 25y,1h 3.03 Huff1-1 2 3.34 25y,2h 3.74 Huff1-2 2 3.34 25y,3h 4.13 Huff1-3 2 3.34 25y,6h 4.84 Huff1-6 2 3.34 25y,12h 5.61 Huff2-12 2 3.34 25y,18h 6.06 Huff3-18 2 3.34 25y,24h 6.45 Huff3-24 2 3.34 25y,48h 6.99 Huff4-48 2 3.34 25y,72h 7.49 Huff4-72 2 3.34 25y,120h 8.16 Huff4-120 2 3.34 25y,240h 9.90 Huff4-240 2 3.34 50y,5m 0.90 Huff1-5m 2 3.34 50y,10m 1.58 Huff1-10m 2 3.34 50y,15m 2.03 Huff1-15m 2 3.34 50y,30m 2.78 Huff1-30m 2 3.34 50y,1h 3.53 Huff1-1 2 3.34 50y,2h 4.35 Huff1-2 2 3.34 50y,3h 4.80 Huff1-3 2 3.34 50y,6h 5.63 Huff1-6 2 3.34 50y,12h 6.53 Huff2-12 2 3.34 50y,18h 7.05 Huff3-18 2 3.34 50y,24h 7.50 Huff3-24 2 3.34 50y,48h 8.13 Huff4-48 2 3.34 50y,72h 8.64 Huff4-72 2 3.34 50y,120h 9.39 Huff4-120 2 3.34 50y,240h 11.26 Huff4-240 2 3.34 100y,5m 1.03 Huff1-5m 2 3.34 100y,10m 1.80 Huff1-10m 2 3.34 100y,15m 2.32 Huff1-15m 2 3.34 100y,30m 3.17 Huff1-30m 2 3.34 100y,1h 4.03 Huff1-1 2 3.34 100y,2h 4.97 Huff1-2 2 3.34 100y,3h 5.49 Huff1-3 2 3.34 100y,6h 6.43 Huff1-6 2 3.34 100y,12h 7.46 Huff2-12 2 3.34 100y,18h 8.06 Huff3-18 2 3.34 100y,24h 8.57 Huff3-24 2 3.34 100y,48h 9.28 Huff4-48 2 3.34 100y,72h 9.85 Huff4-72 2 3.34 100y,120h 10.66 Huff4-120 2 3.34 100y,240h 12.65 Huff4-240 2 3.34 500y,5m 1.35 Huff1-5m 2 3.34 500y,10m 2.36 Huff1-10m 2 3.34 500y,15m 3.04 Huff1-15m 2 3.34 500y,30m 4.16 Huff1-30m 2 3.34 500y,1h 5.28 Huff1-1 2 3.34 500y,2h 6.52 Huff1-2 2 3.34 500y,3h 7.20 Huff1-3 2 3.34 500y,6h 8.43 Huff1-6 2 3.34 500y,12h 9.78 Huff2-12 2 3.34 500y,18h 10.57 Huff3-18 2 3.34 500y,24h 11.24 Huff3-24 2 3.34 500y,48h 12.10 Huff4-48 2 3.34 500y,72h 12.81 Huff4-72 2 3.34 500y,120h 13.81 Huff4-120 2 3.34 500y,240h 16.00 Huff4-240 2 3.34 STRUCTURE RATING: POND 1 786. 786. 0. 0. 787. 0.770 2.53 788. 1.171 5.21 789. 2.568 8.04 790. 3.422 11.03 791. 4.079 14.17 792. 35.062 17.0 RAINFALL DISTRIBUTION: Huff1-5m 0.0034722 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-10m 0.0069444 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-15m 0.01041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-30m 0.020833 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-1 0.041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-2 0.083333 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-3 0.125 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-6 0.25 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff2-12 0.5 0.0000 0.0229 0.0482 0.0778 0.1133 0.1579 0.2139 0.2841 0.3644 0.4529 0.5435 0.6238 0.6976 0.7548 0.8038 0.8470 0.8781 0.9022 0.9217 0.9381 0.9529 0.9657 0.9774 0.9884 1.0000 Huff3-18 0.75 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff3-24 1. 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff4-48 2. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-72 3. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-120 5. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-240 10. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 GLOBAL OUTPUT: 2 0.1 0.1 YN N YN N WinTR-20 Printed Page File End of Input Data List 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Name of printed page file: N:\2020\20776\Calcs&Data\LD\Storm\McHenry Authentix TR-20 Crit Duration.out STORM 2m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.0 0.08 0.0 0.0 POND 1 0.044 Upstream 0.0 0.08 0.0 0.0 POND 1 0.044 Downstream 0.0 786.00 0.08 0.0 0.0 OUTLET 0.044 0.0 0.08 0.0 0.0 STORM 2m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.015 0.22 2.63 59.86 POND 1 0.044 Upstream 0.015 0.22 2.63 59.86 POND 1 0.044 Downstream 0.0 786.00 0.08 0.0 0.0 OUTLET 0.044 0.0 0.08 0.0 0.0 STORM 2m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.041 0.26 5.34 121.53 POND 1 0.044 Upstream 0.041 0.26 5.34 121.53 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 2m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.106 0.31 8.26 188.09 POND 1 0.044 Upstream 0.106 0.31 8.26 188.09 POND 1 0.044 Downstream 0.0 786.00 0.11 0.0 0.0 OUTLET 0.044 0.0 0.11 0.0 0.0 STORM 2m,1h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.192 0.39 9.74 221.93 POND 1 0.044 Upstream 0.192 0.39 9.74 221.93 WinTR-20 Version 3.20 Page 1 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) POND 1 0.044 Downstream 0.051 786.17 1.29 0.13 3.06 OUTLET 0.044 0.051 1.29 0.13 3.06 STORM 2m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.298 0.62 9.10 207.23 POND 1 0.044 Upstream 0.298 0.62 9.10 207.23 POND 1 0.044 Downstream 0.157 786.27 2.24 0.21 4.69 OUTLET 0.044 0.157 2.24 0.21 4.69 STORM 2m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.359 0.82 7.63 173.69 POND 1 0.044 Upstream 0.359 0.82 7.63 173.69 POND 1 0.044 Downstream 0.218 786.32 3.21 0.24 5.57 OUTLET 0.044 0.218 3.21 0.24 5.57 STORM 2m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.489 1.55 5.45 124.15 POND 1 0.044 Upstream 0.489 1.55 5.45 124.15 POND 1 0.044 Downstream 0.347 786.41 6.16 0.32 7.27 OUTLET 0.044 0.347 6.16 0.32 7.27 STORM 2m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.635 5.03 4.01 91.26 POND 1 0.044 Upstream 0.635 5.03 4.01 91.26 POND 1 0.044 Downstream 0.493 786.51 12.11 0.39 8.95 OUTLET 0.044 0.493 12.11 0.39 8.95 STORM 2m,18h WinTR-20 Version 3.20 Page 2 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.722 12.02 3.47 79.03 POND 1 0.044 Upstream 0.722 12.02 3.47 79.03 POND 1 0.044 Downstream 0.577 786.57 18.09 0.44 10.07 OUTLET 0.044 0.577 18.09 0.44 10.07 STORM 2m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.795 16.02 2.84 64.76 POND 1 0.044 Upstream 0.795 16.02 2.84 64.76 POND 1 0.044 Downstream 0.648 786.60 24.06 0.46 10.53 OUTLET 0.044 0.648 24.06 0.46 10.53 STORM 2m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.916 42.01 2.09 47.58 POND 1 0.044 Upstream 0.916 42.01 2.09 47.58 POND 1 0.044 Downstream 0.746 786.66 48.10 0.51 11.60 OUTLET 0.044 0.746 48.10 0.51 11.60 STORM 2m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.037 63.00 1.56 35.46 POND 1 0.044 Upstream 1.037 63.00 1.56 35.46 POND 1 0.044 Downstream 0.852 786.67 72.06 0.51 11.69 OUTLET 0.044 0.852 72.06 0.51 11.69 STORM 2m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.191 105.00 1.07 24.40 POND 1 0.044 Upstream 1.191 105.00 1.07 24.40 POND 1 0.044 Downstream 0.980 786.64 115.15 0.49 11.15 OUTLET 0.044 0.980 115.15 0.49 11.15 STORM 2m,240h WinTR-20 Version 3.20 Page 3 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.594 210.00 0.71 16.28 POND 1 0.044 Upstream 1.594 210.00 0.71 16.28 POND 1 0.044 Downstream 1.318 786.60 220.20 0.46 10.55 OUTLET 0.044 1.318 220.20 0.46 10.55 STORM 3m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.0 0.06 0.0 0.0 POND 1 0.044 Upstream 0.0 0.06 0.0 0.0 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 3m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.028 0.21 4.65 105.81 POND 1 0.044 Upstream 0.028 0.21 4.65 105.81 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 3m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.066 0.24 8.54 194.46 POND 1 0.044 Upstream 0.066 0.24 8.54 194.46 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 3m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.147 0.28 11.61 264.50 POND 1 0.044 Upstream 0.147 0.28 11.61 264.50 POND 1 0.044 Downstream 0.006 786.13 0.84 0.10 2.36 OUTLET 0.044 0.006 0.84 0.10 2.36 STORM 3m,1h WinTR-20 Version 3.20 Page 4 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.253 0.38 13.24 301.64 POND 1 0.044 Upstream 0.253 0.38 13.24 301.64 POND 1 0.044 Downstream 0.112 786.23 1.28 0.18 4.03 OUTLET 0.044 0.112 1.28 0.18 4.03 STORM 3m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.387 0.61 12.02 273.79 POND 1 0.044 Upstream 0.387 0.61 12.02 273.79 POND 1 0.044 Downstream 0.246 786.35 2.23 0.27 6.09 OUTLET 0.044 0.246 2.23 0.27 6.09 STORM 3m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.467 0.81 10.08 229.58 POND 1 0.044 Upstream 0.467 0.81 10.08 229.58 POND 1 0.044 Downstream 0.326 786.41 3.21 0.32 7.24 OUTLET 0.044 0.326 3.21 0.32 7.24 STORM 3m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 1.53 6.94 157.96 POND 1 0.044 Upstream 0.620 1.53 6.94 157.96 POND 1 0.044 Downstream 0.478 786.52 6.15 0.40 9.20 OUTLET 0.044 0.478 6.15 0.40 9.20 STORM 3m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.789 5.03 4.97 113.25 POND 1 0.044 Upstream 0.789 5.03 4.97 113.25 POND 1 0.044 Downstream 0.646 786.63 12.10 0.49 11.08 OUTLET 0.044 0.646 12.10 0.49 11.08 STORM 3m,18h WinTR-20 Version 3.20 Page 5 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.896 12.03 4.20 95.73 POND 1 0.044 Upstream 0.896 12.03 4.20 95.73 POND 1 0.044 Downstream 0.751 786.71 18.09 0.55 12.45 OUTLET 0.044 0.751 18.09 0.55 12.45 STORM 3m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.989 16.02 3.45 78.56 POND 1 0.044 Upstream 0.989 16.02 3.45 78.56 POND 1 0.044 Downstream 0.842 786.74 24.06 0.57 13.04 OUTLET 0.044 0.842 24.06 0.57 13.04 STORM 3m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.132 42.00 2.50 56.85 POND 1 0.044 Upstream 1.132 42.00 2.50 56.85 POND 1 0.044 Downstream 0.967 786.81 48.10 0.62 14.19 OUTLET 0.044 0.967 48.10 0.62 14.19 STORM 3m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.277 63.00 1.85 42.13 POND 1 0.044 Upstream 1.277 63.00 1.85 42.13 POND 1 0.044 Downstream 1.102 786.81 72.06 0.62 14.17 OUTLET 0.044 1.102 72.06 0.62 14.17 STORM 3m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.475 105.00 1.27 28.85 POND 1 0.044 Upstream 1.475 105.00 1.27 28.85 POND 1 0.044 Downstream 1.280 786.77 115.14 0.59 13.42 OUTLET 0.044 1.280 115.14 0.59 13.42 STORM 3m,240h WinTR-20 Version 3.20 Page 6 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.998 209.99 0.84 19.07 POND 1 0.044 Upstream 1.998 209.99 0.84 19.07 POND 1 0.044 Downstream 1.765 786.71 220.18 0.55 12.51 OUTLET 0.044 1.765 220.18 0.55 12.51 STORM 4m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.001 0.17 0.34 7.64 POND 1 0.044 Upstream 0.001 0.17 0.34 7.64 POND 1 0.044 Downstream 0.0 786.00 0.10 0.0 0.0 OUTLET 0.044 0.0 0.10 0.0 0.0 STORM 4m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.037 0.21 6.07 138.21 POND 1 0.044 Upstream 0.037 0.21 6.07 138.21 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 4m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.083 0.23 10.62 241.88 POND 1 0.044 Upstream 0.083 0.23 10.62 241.88 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 4m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.186 0.26 14.92 339.91 POND 1 0.044 Upstream 0.186 0.26 14.92 339.91 POND 1 0.044 Downstream 0.045 786.17 0.83 0.13 2.98 OUTLET 0.044 0.045 0.83 0.13 2.98 STORM 4m,1h WinTR-20 Version 3.20 Page 7 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.311 0.37 16.66 379.47 POND 1 0.044 Upstream 0.311 0.37 16.66 379.47 POND 1 0.044 Downstream 0.171 786.28 1.28 0.22 4.96 OUTLET 0.044 0.171 1.28 0.22 4.96 STORM 4m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.459 0.59 14.41 328.15 POND 1 0.044 Upstream 0.459 0.59 14.41 328.15 POND 1 0.044 Downstream 0.319 786.41 2.22 0.32 7.22 OUTLET 0.044 0.319 2.22 0.32 7.22 STORM 4m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.550 0.80 11.97 272.63 POND 1 0.044 Upstream 0.550 0.80 11.97 272.63 POND 1 0.044 Downstream 0.409 786.49 3.20 0.37 8.52 OUTLET 0.044 0.409 3.20 0.37 8.52 STORM 4m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.724 1.31 8.11 184.69 POND 1 0.044 Upstream 0.724 1.31 8.11 184.69 POND 1 0.044 Downstream 0.582 786.61 6.15 0.47 10.73 OUTLET 0.044 0.582 6.15 0.47 10.73 STORM 4m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.914 5.03 5.75 131.01 POND 1 0.044 Upstream 0.914 5.03 5.75 131.01 POND 1 0.044 Downstream 0.771 786.73 12.11 0.56 12.82 OUTLET 0.044 0.771 12.11 0.56 12.82 STORM 4m,18h WinTR-20 Version 3.20 Page 8 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.033 12.02 4.77 108.56 POND 1 0.044 Upstream 1.033 12.02 4.77 108.56 POND 1 0.044 Downstream 0.887 786.82 18.09 0.63 14.31 OUTLET 0.044 0.887 18.09 0.63 14.31 STORM 4m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.136 16.02 3.90 88.81 POND 1 0.044 Upstream 1.136 16.02 3.90 88.81 POND 1 0.044 Downstream 0.988 786.85 24.05 0.66 14.93 OUTLET 0.044 0.988 24.05 0.66 14.93 STORM 4m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.300 42.00 2.80 63.88 POND 1 0.044 Upstream 1.300 42.00 2.80 63.88 POND 1 0.044 Downstream 1.139 786.92 48.10 0.71 16.18 OUTLET 0.044 1.139 48.10 0.71 16.18 STORM 4m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.457 63.00 2.07 47.07 POND 1 0.044 Upstream 1.457 63.00 2.07 47.07 POND 1 0.044 Downstream 1.286 786.91 72.06 0.70 16.01 OUTLET 0.044 1.286 72.06 0.70 16.01 STORM 4m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.690 105.00 1.42 32.25 POND 1 0.044 Upstream 1.690 105.00 1.42 32.25 POND 1 0.044 Downstream 1.500 786.86 115.13 0.67 15.15 OUTLET 0.044 1.500 115.13 0.67 15.15 STORM 4m,240h WinTR-20 Version 3.20 Page 9 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.289 209.99 0.93 21.20 POND 1 0.044 Upstream 2.289 209.99 0.93 21.20 POND 1 0.044 Downstream 2.058 786.80 220.17 0.61 13.99 OUTLET 0.044 2.058 220.17 0.61 13.99 STORM 6m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.005 0.16 0.95 21.60 POND 1 0.044 Upstream 0.005 0.16 0.95 21.60 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 6m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.059 0.20 9.35 213.00 POND 1 0.044 Upstream 0.059 0.20 9.35 213.00 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 6m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.121 0.22 15.33 349.25 POND 1 0.044 Upstream 0.121 0.22 15.33 349.25 POND 1 0.044 Downstream 0.0 786.00 0.05 0.0 0.0 OUTLET 0.044 0.0 0.05 0.0 0.0 STORM 6m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.246 0.26 20.23 460.67 POND 1 0.044 Upstream 0.246 0.26 20.23 460.67 POND 1 0.044 Downstream 0.106 786.23 0.83 0.17 3.95 OUTLET 0.044 0.106 0.83 0.17 3.95 STORM 6m,1h WinTR-20 Version 3.20 Page 10 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.394 0.36 21.55 490.74 POND 1 0.044 Upstream 0.394 0.36 21.55 490.74 POND 1 0.044 Downstream 0.254 786.36 1.28 0.28 6.28 OUTLET 0.044 0.254 1.28 0.28 6.28 STORM 6m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.581 0.57 18.44 420.00 POND 1 0.044 Upstream 0.581 0.57 18.44 420.00 POND 1 0.044 Downstream 0.440 786.52 2.23 0.40 9.12 OUTLET 0.044 0.440 2.23 0.40 9.12 STORM 6m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.691 0.80 15.18 345.74 POND 1 0.044 Upstream 0.691 0.80 15.18 345.74 POND 1 0.044 Downstream 0.550 786.61 3.19 0.47 10.70 OUTLET 0.044 0.550 3.19 0.47 10.70 STORM 6m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.889 1.31 10.10 230.13 POND 1 0.044 Upstream 0.889 1.31 10.10 230.13 POND 1 0.044 Downstream 0.748 786.75 6.15 0.58 13.16 OUTLET 0.044 0.748 6.15 0.58 13.16 STORM 6m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.120 5.03 7.02 159.85 POND 1 0.044 Upstream 1.120 5.03 7.02 159.85 POND 1 0.044 Downstream 0.977 786.89 12.11 0.69 15.67 OUTLET 0.044 0.977 12.11 0.69 15.67 STORM 6m,18h WinTR-20 Version 3.20 Page 11 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.260 12.02 5.69 129.50 POND 1 0.044 Upstream 1.260 12.02 5.69 129.50 POND 1 0.044 Downstream 1.114 786.99 18.08 0.76 17.40 OUTLET 0.044 1.114 18.08 0.76 17.40 STORM 6m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.375 16.01 4.62 105.14 POND 1 0.044 Upstream 1.375 16.01 4.62 105.14 POND 1 0.044 Downstream 1.227 787.03 24.05 0.78 17.77 OUTLET 0.044 1.227 24.05 0.78 17.77 STORM 6m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.571 42.01 3.29 74.99 POND 1 0.044 Upstream 1.571 42.01 3.29 74.99 POND 1 0.044 Downstream 1.411 787.10 48.09 0.81 18.46 OUTLET 0.044 1.411 48.09 0.81 18.46 STORM 6m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.760 63.00 2.42 55.20 POND 1 0.044 Upstream 1.760 63.00 2.42 55.20 POND 1 0.044 Downstream 1.591 787.09 72.06 0.81 18.34 OUTLET 0.044 1.591 72.06 0.81 18.34 STORM 6m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.028 105.00 1.65 37.55 POND 1 0.044 Upstream 2.028 105.00 1.65 37.55 POND 1 0.044 Downstream 1.841 787.02 115.13 0.78 17.70 OUTLET 0.044 1.841 115.13 0.78 17.70 STORM 6m,240h WinTR-20 Version 3.20 Page 12 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.745 209.99 1.08 24.56 POND 1 0.044 Upstream 2.745 209.99 1.08 24.56 POND 1 0.044 Downstream 2.520 786.93 220.17 0.72 16.32 OUTLET 0.044 2.520 220.17 0.72 16.32 STORM 9m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.011 0.15 2.18 49.56 POND 1 0.044 Upstream 0.011 0.15 2.18 49.56 POND 1 0.044 Downstream 0.0 786.00 0.05 0.0 0.0 OUTLET 0.044 0.0 0.05 0.0 0.0 STORM 9m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.083 0.20 13.16 299.84 POND 1 0.044 Upstream 0.083 0.20 13.16 299.84 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 9m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.163 0.21 20.65 470.28 POND 1 0.044 Upstream 0.163 0.21 20.65 470.28 POND 1 0.044 Downstream 0.023 786.15 0.63 0.12 2.63 OUTLET 0.044 0.023 0.63 0.12 2.63 STORM 9m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.318 0.25 26.65 606.90 POND 1 0.044 Upstream 0.318 0.25 26.65 606.90 POND 1 0.044 Downstream 0.177 786.29 0.82 0.22 5.10 OUTLET 0.044 0.177 0.82 0.22 5.10 STORM 9m,1h WinTR-20 Version 3.20 Page 13 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.504 0.36 28.12 640.38 POND 1 0.044 Upstream 0.504 0.36 28.12 640.38 POND 1 0.044 Downstream 0.364 786.46 1.27 0.35 8.03 OUTLET 0.044 0.364 1.27 0.35 8.03 STORM 9m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.724 0.56 23.25 529.48 POND 1 0.044 Upstream 0.724 0.56 23.25 529.48 POND 1 0.044 Downstream 0.583 786.65 2.22 0.50 11.36 OUTLET 0.044 0.583 2.22 0.50 11.36 STORM 9m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.847 0.78 18.71 426.21 POND 1 0.044 Upstream 0.847 0.78 18.71 426.21 POND 1 0.044 Downstream 0.706 786.75 3.19 0.58 13.11 OUTLET 0.044 0.706 3.19 0.58 13.11 STORM 9m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.085 1.30 12.47 283.99 POND 1 0.044 Upstream 1.085 1.30 12.47 283.99 POND 1 0.044 Downstream 0.944 786.92 6.15 0.70 16.05 OUTLET 0.044 0.944 6.15 0.70 16.05 STORM 9m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.349 5.03 8.41 191.51 POND 1 0.044 Upstream 1.349 5.03 8.41 191.51 POND 1 0.044 Downstream 1.206 787.07 12.10 0.80 18.20 OUTLET 0.044 1.206 12.10 0.80 18.20 STORM 9m,18h WinTR-20 Version 3.20 Page 14 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.510 12.02 6.68 152.09 POND 1 0.044 Upstream 1.510 12.02 6.68 152.09 POND 1 0.044 Downstream 1.364 787.18 18.08 0.84 19.21 OUTLET 0.044 1.364 18.08 0.84 19.21 STORM 9m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.655 16.02 5.44 123.90 POND 1 0.044 Upstream 1.655 16.02 5.44 123.90 POND 1 0.044 Downstream 1.507 787.23 24.06 0.86 19.66 OUTLET 0.044 1.507 24.06 0.86 19.66 STORM 9m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.874 42.00 3.83 87.17 POND 1 0.044 Upstream 1.874 42.00 3.83 87.17 POND 1 0.044 Downstream 1.716 787.30 48.11 0.89 20.31 OUTLET 0.044 1.716 48.11 0.89 20.31 STORM 9m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.094 63.00 2.81 64.03 POND 1 0.044 Upstream 2.094 63.00 2.81 64.03 POND 1 0.044 Downstream 1.928 787.29 72.07 0.88 20.15 OUTLET 0.044 1.928 72.07 0.88 20.15 STORM 9m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.406 105.00 1.91 43.42 POND 1 0.044 Upstream 2.406 105.00 1.91 43.42 POND 1 0.044 Downstream 2.225 787.19 115.15 0.85 19.31 OUTLET 0.044 2.225 115.15 0.85 19.31 STORM 9m,240h WinTR-20 Version 3.20 Page 15 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.242 210.00 1.24 28.27 POND 1 0.044 Upstream 3.242 210.00 1.24 28.27 POND 1 0.044 Downstream 3.034 787.08 220.19 0.80 18.23 OUTLET 0.044 3.034 220.19 0.80 18.23 STORM 1y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.015 0.15 2.95 67.28 POND 1 0.044 Upstream 0.015 0.15 2.95 67.28 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 1y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.106 0.20 16.68 379.88 POND 1 0.044 Upstream 0.106 0.20 16.68 379.88 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 1y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.198 0.21 24.98 568.96 POND 1 0.044 Upstream 0.198 0.21 24.98 568.96 POND 1 0.044 Downstream 0.057 786.18 0.63 0.14 3.18 OUTLET 0.044 0.057 0.63 0.14 3.18 STORM 1y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.380 0.25 32.28 735.22 POND 1 0.044 Upstream 0.380 0.25 32.28 735.22 POND 1 0.044 Downstream 0.240 786.35 0.82 0.27 6.09 OUTLET 0.044 0.240 0.82 0.27 6.09 STORM 1y,1h WinTR-20 Version 3.20 Page 16 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.581 0.35 32.72 745.21 POND 1 0.044 Upstream 0.581 0.35 32.72 745.21 POND 1 0.044 Downstream 0.440 786.53 1.27 0.41 9.25 OUTLET 0.044 0.440 1.27 0.41 9.25 STORM 1y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.830 0.56 26.85 611.56 POND 1 0.044 Upstream 0.830 0.56 26.85 611.56 POND 1 0.044 Downstream 0.690 786.74 2.22 0.57 13.03 OUTLET 0.044 0.690 2.22 0.57 13.03 STORM 1y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.965 0.76 21.40 487.44 POND 1 0.044 Upstream 0.965 0.76 21.40 487.44 POND 1 0.044 Downstream 0.824 786.85 3.19 0.66 14.92 OUTLET 0.044 0.824 3.19 0.66 14.92 STORM 1y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.234 1.30 14.25 324.53 POND 1 0.044 Upstream 1.234 1.30 14.25 324.53 POND 1 0.044 Downstream 1.093 787.04 6.15 0.79 17.88 OUTLET 0.044 1.093 6.15 0.79 17.88 STORM 1y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.528 5.03 9.49 216.04 POND 1 0.044 Upstream 1.528 5.03 9.49 216.04 POND 1 0.044 Downstream 1.386 787.21 12.10 0.86 19.48 OUTLET 0.044 1.386 12.10 0.86 19.48 STORM 1y,18h WinTR-20 Version 3.20 Page 17 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.710 12.02 7.46 169.83 POND 1 0.044 Upstream 1.710 12.02 7.46 169.83 POND 1 0.044 Downstream 1.564 787.34 18.10 0.91 20.62 OUTLET 0.044 1.564 18.10 0.91 20.62 STORM 1y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.857 16.01 6.02 137.21 POND 1 0.044 Upstream 1.857 16.01 6.02 137.21 POND 1 0.044 Downstream 1.709 787.38 24.06 0.92 21.03 OUTLET 0.044 1.709 24.06 0.92 21.03 STORM 1y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.106 42.00 4.23 96.37 POND 1 0.044 Upstream 2.106 42.00 4.23 96.37 POND 1 0.044 Downstream 1.950 787.46 48.11 0.95 21.74 OUTLET 0.044 1.950 48.11 0.95 21.74 STORM 1y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.348 63.00 3.10 70.63 POND 1 0.044 Upstream 2.348 63.00 3.10 70.63 POND 1 0.044 Downstream 2.185 787.44 72.08 0.95 21.54 OUTLET 0.044 2.185 72.08 0.95 21.54 STORM 1y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.692 105.00 2.10 47.80 POND 1 0.044 Upstream 2.692 105.00 2.10 47.80 POND 1 0.044 Downstream 2.516 787.33 115.17 0.90 20.57 OUTLET 0.044 2.516 115.17 0.90 20.57 STORM 1y,240h WinTR-20 Version 3.20 Page 18 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.615 210.00 1.36 31.02 POND 1 0.044 Upstream 3.615 210.00 1.36 31.02 POND 1 0.044 Downstream 3.417 787.19 220.22 0.85 19.29 OUTLET 0.044 3.417 220.22 0.85 19.29 STORM 2y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.034 0.16 6.45 146.94 POND 1 0.044 Upstream 0.034 0.16 6.45 146.94 POND 1 0.044 Downstream 0.0 786.00 0.03 0.0 0.0 OUTLET 0.044 0.0 0.03 0.0 0.0 STORM 2y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.169 0.18 26.28 598.45 POND 1 0.044 Upstream 0.169 0.18 26.28 598.45 POND 1 0.044 Downstream 0.028 786.15 0.58 0.12 2.72 OUTLET 0.044 0.028 0.58 0.12 2.72 STORM 2y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.291 0.21 36.93 841.10 POND 1 0.044 Upstream 0.291 0.21 36.93 841.10 POND 1 0.044 Downstream 0.151 786.27 0.63 0.21 4.68 OUTLET 0.044 0.151 0.63 0.21 4.68 STORM 2y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.535 0.24 46.56 1060.52 POND 1 0.044 Upstream 0.535 0.24 46.56 1060.52 POND 1 0.044 Downstream 0.394 786.49 0.82 0.38 8.57 OUTLET 0.044 0.394 0.82 0.38 8.57 STORM 2y,1h WinTR-20 Version 3.20 Page 19 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.797 0.34 45.85 1044.22 POND 1 0.044 Upstream 0.797 0.34 45.85 1044.22 POND 1 0.044 Downstream 0.657 786.72 1.26 0.56 12.69 OUTLET 0.044 0.657 1.26 0.56 12.69 STORM 2y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.111 0.54 36.40 829.03 POND 1 0.044 Upstream 1.111 0.54 36.40 829.03 POND 1 0.044 Downstream 0.971 786.99 2.21 0.77 17.43 OUTLET 0.044 0.971 2.21 0.77 17.43 STORM 2y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.287 0.70 28.99 660.36 POND 1 0.044 Upstream 1.287 0.70 28.99 660.36 POND 1 0.044 Downstream 1.146 787.13 3.20 0.82 18.70 OUTLET 0.044 1.146 3.20 0.82 18.70 STORM 2y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.619 1.29 18.84 429.15 POND 1 0.044 Upstream 1.619 1.29 18.84 429.15 POND 1 0.044 Downstream 1.478 787.35 6.15 0.91 20.74 OUTLET 0.044 1.478 6.15 0.91 20.74 STORM 2y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.987 5.02 12.19 277.72 POND 1 0.044 Upstream 1.987 5.02 12.19 277.72 POND 1 0.044 Downstream 1.845 787.58 12.11 1.00 22.80 OUTLET 0.044 1.845 12.11 1.00 22.80 STORM 2y,18h WinTR-20 Version 3.20 Page 20 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.201 12.01 9.33 212.49 POND 1 0.044 Upstream 2.201 12.01 9.33 212.49 POND 1 0.044 Downstream 2.056 787.72 18.10 1.06 24.11 OUTLET 0.044 2.056 18.10 1.06 24.11 STORM 2y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.389 16.01 7.53 171.56 POND 1 0.044 Upstream 2.389 16.01 7.53 171.56 POND 1 0.044 Downstream 2.242 787.78 24.07 1.08 24.68 OUTLET 0.044 2.242 24.07 1.08 24.68 STORM 2y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.691 42.00 5.23 119.06 POND 1 0.044 Upstream 2.691 42.00 5.23 119.06 POND 1 0.044 Downstream 2.538 787.86 48.11 1.11 25.36 OUTLET 0.044 2.538 48.11 1.11 25.36 STORM 2y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.985 62.99 3.82 86.93 POND 1 0.044 Upstream 2.985 62.99 3.82 86.93 POND 1 0.044 Downstream 2.827 787.83 72.08 1.10 25.07 OUTLET 0.044 2.827 72.08 1.10 25.07 STORM 2y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.412 105.00 2.58 58.70 POND 1 0.044 Upstream 3.412 105.00 2.58 58.70 POND 1 0.044 Downstream 3.244 787.69 115.20 1.04 23.80 OUTLET 0.044 3.244 115.20 1.04 23.80 STORM 2y,240h WinTR-20 Version 3.20 Page 21 03/24/2021 10:18 POND 1 0 044 Downstream 2 242 787 78 24 07 1 08 24 68 p POND 1 0.044 Downstream 2.242 787.78 24.07 1.08 24.68 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.541 210.00 1.66 37.86 POND 1 0.044 Upstream 4.541 210.00 1.66 37.86 POND 1 0.044 Downstream 4.356 787.50 230.03 0.97 22.11 OUTLET 0.044 4.356 230.03 0.97 22.11 STORM 5y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.079 0.15 14.74 335.60 POND 1 0.044 Upstream 0.079 0.15 14.74 335.60 POND 1 0.044 Downstream 0.0 786.00 0.02 0.0 0.0 OUTLET 0.044 0.0 0.02 0.0 0.0 STORM 5y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.291 0.18 45.12 1027.74 POND 1 0.044 Upstream 0.291 0.18 45.12 1027.74 POND 1 0.044 Downstream 0.151 786.27 0.58 0.21 4.69 OUTLET 0.044 0.151 0.58 0.21 4.69 STORM 5y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.474 0.19 60.39 1375.40 POND 1 0.044 Upstream 0.474 0.19 60.39 1375.40 POND 1 0.044 Downstream 0.334 786.43 0.62 0.33 7.62 OUTLET 0.044 0.334 0.62 0.33 7.62 STORM 5y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.814 0.23 72.92 1660.90 POND 1 0.044 Upstream 0.814 0.23 72.92 1660.90 POND 1 0.044 Downstream 0.673 786.74 0.81 0.57 13.04 OUTLET 0.044 0.673 0.81 0.57 13.04 STORM 5y,1h WinTR-20 Version 3.20 Page 22 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.181 0.33 69.38 1580.14 POND 1 0.044 Upstream 1.181 0.33 69.38 1580.14 POND 1 0.044 Downstream 1.041 787.07 1.26 0.80 18.15 OUTLET 0.044 1.041 1.26 0.80 18.15 STORM 5y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.601 0.51 53.19 1211.54 POND 1 0.044 Upstream 1.601 0.51 53.19 1211.54 POND 1 0.044 Downstream 1.461 787.41 2.23 0.93 21.29 OUTLET 0.044 1.461 2.23 0.93 21.29 STORM 5y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.839 0.68 42.13 959.53 POND 1 0.044 Upstream 1.839 0.68 42.13 959.53 POND 1 0.044 Downstream 1.699 787.59 3.20 1.01 22.96 OUTLET 0.044 1.699 3.20 1.01 22.96 STORM 5y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.286 1.05 27.20 619.55 POND 1 0.044 Upstream 2.286 1.05 27.20 619.55 POND 1 0.044 Downstream 2.145 787.90 6.15 1.13 25.76 OUTLET 0.044 2.145 6.15 1.13 25.76 STORM 5y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.769 5.02 16.69 380.22 POND 1 0.044 Upstream 2.769 5.02 16.69 380.22 POND 1 0.044 Downstream 2.627 788.18 12.11 1.42 32.28 OUTLET 0.044 2.627 12.11 1.42 32.28 STORM 5y,18h WinTR-20 Version 3.20 Page 23 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.055 12.00 12.49 284.43 POND 1 0.044 Upstream 3.055 12.00 12.49 284.43 POND 1 0.044 Downstream 2.911 788.33 18.08 1.64 37.31 OUTLET 0.044 2.911 18.08 1.64 37.31 STORM 5y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.305 16.01 10.05 228.97 POND 1 0.044 Upstream 3.305 16.01 10.05 228.97 POND 1 0.044 Downstream 3.159 788.39 23.13 1.72 39.10 OUTLET 0.044 3.159 23.13 1.72 39.10 STORM 5y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.700 41.99 6.90 157.16 POND 1 0.044 Upstream 3.700 41.99 6.90 157.16 POND 1 0.044 Downstream 3.550 788.46 48.09 1.82 41.42 OUTLET 0.044 3.550 48.09 1.82 41.42 STORM 5y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.057 62.99 4.99 113.70 POND 1 0.044 Upstream 4.057 62.99 4.99 113.70 POND 1 0.044 Downstream 3.904 788.39 72.05 1.71 39.02 OUTLET 0.044 3.904 72.05 1.71 39.02 STORM 5y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.591 104.99 3.34 76.14 POND 1 0.044 Upstream 4.591 104.99 3.34 76.14 POND 1 0.044 Downstream 4.429 788.23 115.15 1.49 33.87 OUTLET 0.044 4.429 115.15 1.49 33.87 STORM 5y,240h WinTR-20 Version 3.20 Page 24 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.015 210.00 2.13 48.52 POND 1 0.044 Upstream 6.015 210.00 2.13 48.52 POND 1 0.044 Downstream 5.838 788.02 230.05 1.20 27.34 OUTLET 0.044 5.838 230.05 1.20 27.34 STORM 10y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.126 0.14 23.44 533.92 POND 1 0.044 Upstream 0.126 0.14 23.44 533.92 POND 1 0.044 Downstream 0.0 786.00 0.01 0.0 0.0 OUTLET 0.044 0.0 0.01 0.0 0.0 STORM 10y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.416 0.18 64.30 1464.56 POND 1 0.044 Upstream 0.416 0.18 64.30 1464.56 POND 1 0.044 Downstream 0.275 786.38 0.57 0.29 6.68 OUTLET 0.044 0.275 0.57 0.29 6.68 STORM 10y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.652 0.19 83.60 1904.06 POND 1 0.044 Upstream 0.652 0.19 83.60 1904.06 POND 1 0.044 Downstream 0.511 786.60 0.62 0.46 10.46 OUTLET 0.044 0.511 0.62 0.46 10.46 STORM 10y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.085 0.23 99.03 2255.39 POND 1 0.044 Upstream 1.085 0.23 99.03 2255.39 POND 1 0.044 Downstream 0.945 786.99 0.81 0.76 17.38 OUTLET 0.044 0.945 0.81 0.76 17.38 STORM 10y,1h WinTR-20 Version 3.20 Page 25 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.538 0.32 91.50 2084.00 POND 1 0.044 Upstream 1.538 0.32 91.50 2084.00 POND 1 0.044 Downstream 1.397 787.37 1.26 0.92 20.96 OUTLET 0.044 1.397 1.26 0.92 20.96 STORM 10y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.062 0.48 69.18 1575.57 POND 1 0.044 Upstream 2.062 0.48 69.18 1575.57 POND 1 0.044 Downstream 1.921 787.80 2.22 1.09 24.89 OUTLET 0.044 1.921 2.22 1.09 24.89 STORM 10y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.352 0.66 54.32 1237.20 POND 1 0.044 Upstream 2.352 0.66 54.32 1237.20 POND 1 0.044 Downstream 2.212 788.03 3.20 1.21 27.53 OUTLET 0.044 2.212 3.20 1.21 27.53 STORM 10y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.883 1.06 34.80 792.66 POND 1 0.044 Upstream 2.883 1.06 34.80 792.66 POND 1 0.044 Downstream 2.743 788.36 6.14 1.67 38.03 OUTLET 0.044 2.743 6.14 1.67 38.03 STORM 10y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.478 5.01 20.69 471.27 POND 1 0.044 Upstream 3.478 5.01 20.69 471.27 POND 1 0.044 Downstream 3.337 788.65 12.09 2.08 47.31 OUTLET 0.044 3.337 12.09 2.08 47.31 STORM 10y,18h WinTR-20 Version 3.20 Page 26 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.826 12.00 15.27 347.87 POND 1 0.044 Upstream 3.826 12.00 15.27 347.87 POND 1 0.044 Downstream 3.683 788.83 18.06 2.33 53.15 OUTLET 0.044 3.683 18.06 2.33 53.15 STORM 10y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.127 16.01 12.27 279.40 POND 1 0.044 Upstream 4.127 16.01 12.27 279.40 POND 1 0.044 Downstream 3.983 788.89 22.04 2.42 55.10 OUTLET 0.044 3.983 22.04 2.42 55.10 STORM 10y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.585 41.99 8.34 189.94 POND 1 0.044 Upstream 4.585 41.99 8.34 189.94 POND 1 0.044 Downstream 4.437 788.95 48.07 2.49 56.80 OUTLET 0.044 4.437 48.07 2.49 56.80 STORM 10y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.005 63.00 6.01 136.93 POND 1 0.044 Upstream 5.005 63.00 6.01 136.93 POND 1 0.044 Downstream 4.853 788.83 69.24 2.32 52.95 OUTLET 0.044 4.853 69.24 2.32 52.95 STORM 10y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.621 105.00 4.00 91.18 POND 1 0.044 Upstream 5.621 105.00 4.00 91.18 POND 1 0.044 Downstream 5.462 788.60 115.10 2.01 45.86 OUTLET 0.044 5.462 115.10 2.01 45.86 STORM 10y,240h WinTR-20 Version 3.20 Page 27 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.162 209.99 2.49 56.78 POND 1 0.044 Upstream 7.162 209.99 2.49 56.78 POND 1 0.044 Downstream 6.990 788.32 220.17 1.62 36.90 OUTLET 0.044 6.990 220.17 1.62 36.90 STORM 25y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.210 0.14 38.86 885.13 POND 1 0.044 Upstream 0.210 0.14 38.86 885.13 POND 1 0.044 Downstream 0.069 786.19 0.54 0.15 3.37 OUTLET 0.044 0.069 0.54 0.15 3.37 STORM 25y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 0.17 95.82 2182.45 POND 1 0.044 Upstream 0.620 0.17 95.82 2182.45 POND 1 0.044 Downstream 0.480 786.57 0.57 0.44 9.96 OUTLET 0.044 0.480 0.57 0.44 9.96 STORM 25y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.940 0.19 121.57 2768.80 POND 1 0.044 Upstream 0.940 0.19 121.57 2768.80 POND 1 0.044 Downstream 0.799 786.86 0.62 0.66 15.09 OUTLET 0.044 0.799 0.62 0.66 15.09 STORM 25y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.511 0.22 140.37 3196.97 POND 1 0.044 Upstream 1.511 0.22 140.37 3196.97 POND 1 0.044 Downstream 1.370 787.36 0.82 0.91 20.82 OUTLET 0.044 1.370 0.82 0.91 20.82 STORM 25y,1h WinTR-20 Version 3.20 Page 28 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.099 0.31 126.59 2883.21 POND 1 0.044 Upstream 2.099 0.31 126.59 2883.21 POND 1 0.044 Downstream 1.959 787.86 1.27 1.11 25.38 OUTLET 0.044 1.959 1.27 1.11 25.38 STORM 25y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.769 0.47 94.01 2141.26 POND 1 0.044 Upstream 2.769 0.47 94.01 2141.26 POND 1 0.044 Downstream 2.628 788.38 2.21 1.71 38.84 OUTLET 0.044 2.628 2.21 1.71 38.84 STORM 25y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.142 0.60 73.42 1672.30 POND 1 0.044 Upstream 3.142 0.60 73.42 1672.30 POND 1 0.044 Downstream 3.001 788.64 3.19 2.07 47.13 OUTLET 0.044 3.001 3.19 2.07 47.13 STORM 25y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.827 1.05 46.73 1064.21 POND 1 0.044 Upstream 3.827 1.05 46.73 1064.21 POND 1 0.044 Downstream 3.686 789.03 6.13 2.60 59.14 OUTLET 0.044 3.686 6.13 2.60 59.14 STORM 25y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.576 5.01 26.75 609.27 POND 1 0.044 Upstream 4.576 5.01 26.75 609.27 POND 1 0.044 Downstream 4.434 789.36 12.07 2.88 65.50 OUTLET 0.044 4.434 12.07 2.88 65.50 STORM 25y,18h WinTR-20 Version 3.20 Page 29 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.016 12.01 19.49 443.89 POND 1 0.044 Upstream 5.016 12.01 19.49 443.89 POND 1 0.044 Downstream 4.872 789.59 18.04 3.07 69.97 OUTLET 0.044 4.872 18.04 3.07 69.97 STORM 25y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.398 16.00 15.63 355.96 POND 1 0.044 Upstream 5.398 16.00 15.63 355.96 POND 1 0.044 Downstream 5.254 789.66 21.26 3.13 71.36 OUTLET 0.044 5.254 21.26 3.13 71.36 STORM 25y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.928 42.00 10.49 238.97 POND 1 0.044 Upstream 5.928 42.00 10.49 238.97 POND 1 0.044 Downstream 5.781 789.67 48.07 3.14 71.56 OUTLET 0.044 5.781 48.07 3.14 71.56 STORM 25y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.420 63.00 7.52 171.21 POND 1 0.044 Upstream 6.420 63.00 7.52 171.21 POND 1 0.044 Downstream 6.270 789.48 69.21 2.98 67.76 OUTLET 0.044 6.270 69.21 2.98 67.76 STORM 25y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.080 105.00 4.93 112.28 POND 1 0.044 Upstream 7.080 105.00 4.93 112.28 POND 1 0.044 Downstream 6.925 789.10 115.08 2.66 60.49 OUTLET 0.044 6.925 115.08 2.66 60.49 STORM 25y,240h WinTR-20 Version 3.20 Page 30 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.799 210.00 3.01 68.49 POND 1 0.044 Upstream 8.799 210.00 3.01 68.49 POND 1 0.044 Downstream 8.630 788.70 220.13 2.14 48.82 OUTLET 0.044 8.630 220.13 2.14 48.82 STORM 50y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.292 0.14 54.01 1230.14 POND 1 0.044 Upstream 0.292 0.14 54.01 1230.14 POND 1 0.044 Downstream 0.151 786.27 0.53 0.21 4.69 OUTLET 0.044 0.151 0.53 0.21 4.69 STORM 50y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.806 0.17 124.55 2836.84 POND 1 0.044 Upstream 0.806 0.17 124.55 2836.84 POND 1 0.044 Downstream 0.665 786.74 0.57 0.57 12.95 OUTLET 0.044 0.665 0.57 0.57 12.95 STORM 50y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.190 0.18 154.77 3525.09 POND 1 0.044 Upstream 1.190 0.18 154.77 3525.09 POND 1 0.044 Downstream 1.049 787.08 0.61 0.80 18.31 OUTLET 0.044 1.049 0.61 0.80 18.31 STORM 50y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.867 0.22 175.41 3995.08 POND 1 0.044 Upstream 1.867 0.22 175.41 3995.08 POND 1 0.044 Downstream 1.727 787.67 0.81 1.04 23.64 OUTLET 0.044 1.727 0.81 1.04 23.64 STORM 50y,1h WinTR-20 Version 3.20 Page 31 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.569 0.31 156.09 3555.06 POND 1 0.044 Upstream 2.569 0.31 156.09 3555.06 POND 1 0.044 Downstream 2.429 788.25 1.26 1.52 34.59 OUTLET 0.044 2.429 1.26 1.52 34.59 STORM 50y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.353 0.46 114.56 2609.12 POND 1 0.044 Upstream 3.353 0.46 114.56 2609.12 POND 1 0.044 Downstream 3.213 788.84 2.20 2.35 53.50 OUTLET 0.044 3.213 2.20 2.35 53.50 STORM 50y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.788 0.58 89.32 2034.30 POND 1 0.044 Upstream 3.788 0.58 89.32 2034.30 POND 1 0.044 Downstream 3.647 789.13 3.18 2.68 61.06 OUTLET 0.044 3.647 3.18 2.68 61.06 STORM 50y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.595 1.04 56.35 1283.42 POND 1 0.044 Upstream 4.595 1.04 56.35 1283.42 POND 1 0.044 Downstream 4.455 789.57 6.13 3.05 69.48 OUTLET 0.044 4.455 6.13 3.05 69.48 STORM 50y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.477 5.01 31.65 720.86 POND 1 0.044 Upstream 5.477 5.01 31.65 720.86 POND 1 0.044 Downstream 5.335 789.95 12.08 3.38 77.05 OUTLET 0.044 5.335 12.08 3.38 77.05 STORM 50y,18h WinTR-20 Version 3.20 Page 32 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.988 12.01 22.89 521.31 POND 1 0.044 Upstream 5.988 12.01 22.89 521.31 POND 1 0.044 Downstream 5.845 790.21 18.04 3.56 81.08 OUTLET 0.044 5.845 18.04 3.56 81.08 STORM 50y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.431 16.00 18.33 417.41 POND 1 0.044 Upstream 6.431 16.00 18.33 417.41 POND 1 0.044 Downstream 6.287 790.28 21.37 3.61 82.17 OUTLET 0.044 6.287 21.37 3.61 82.17 STORM 50y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.052 42.00 12.27 279.57 POND 1 0.044 Upstream 7.052 42.00 12.27 279.57 POND 1 0.044 Downstream 6.906 790.28 48.07 3.61 82.13 OUTLET 0.044 6.906 48.07 3.61 82.13 STORM 50y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.556 62.99 8.71 198.48 POND 1 0.044 Upstream 7.556 62.99 8.71 198.48 POND 1 0.044 Downstream 7.407 790.01 69.21 3.43 78.11 OUTLET 0.044 7.407 69.21 3.43 78.11 STORM 50y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.298 104.99 5.70 129.74 POND 1 0.044 Upstream 8.298 104.99 5.70 129.74 POND 1 0.044 Downstream 8.143 789.54 115.08 3.03 69.06 OUTLET 0.044 8.143 115.08 3.03 69.06 STORM 50y,240h WinTR-20 Version 3.20 Page 33 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.150 209.99 3.43 78.11 POND 1 0.044 Upstream 10.150 209.99 3.43 78.11 POND 1 0.044 Downstream 9.985 788.98 220.12 2.54 57.85 OUTLET 0.044 9.985 220.12 2.54 57.85 STORM 100y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.380 0.14 70.37 1602.67 POND 1 0.044 Upstream 0.380 0.14 70.37 1602.67 POND 1 0.044 Downstream 0.240 786.35 0.53 0.27 6.11 OUTLET 0.044 0.240 0.53 0.27 6.11 STORM 100y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.991 0.17 153.21 3489.42 POND 1 0.044 Upstream 0.991 0.17 153.21 3489.42 POND 1 0.044 Downstream 0.850 786.91 0.57 0.70 15.92 OUTLET 0.044 0.850 0.57 0.70 15.92 STORM 100y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.448 0.18 189.10 4306.94 POND 1 0.044 Upstream 1.448 0.18 189.10 4306.94 POND 1 0.044 Downstream 1.307 787.31 0.62 0.89 20.35 OUTLET 0.044 1.307 0.62 0.89 20.35 STORM 100y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.230 0.22 211.25 4811.45 POND 1 0.044 Upstream 2.230 0.22 211.25 4811.45 POND 1 0.044 Downstream 2.090 787.98 0.82 1.16 26.52 OUTLET 0.044 2.090 0.82 1.16 26.52 STORM 100y,1h WinTR-20 Version 3.20 Page 34 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.046 0.30 186.13 4239.27 POND 1 0.044 Upstream 3.046 0.30 186.13 4239.27 POND 1 0.044 Downstream 2.906 788.63 1.25 2.06 46.81 OUTLET 0.044 2.906 1.25 2.06 46.81 STORM 100y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.953 0.45 135.70 3090.66 POND 1 0.044 Upstream 3.953 0.45 135.70 3090.66 POND 1 0.044 Downstream 3.812 789.30 2.20 2.82 64.29 OUTLET 0.044 3.812 2.20 2.82 64.29 STORM 100y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.459 0.57 105.81 2409.87 POND 1 0.044 Upstream 4.459 0.57 105.81 2409.87 POND 1 0.044 Downstream 4.318 789.63 3.18 3.10 70.65 OUTLET 0.044 4.318 3.18 3.10 70.65 STORM 100y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.378 1.04 66.08 1504.95 POND 1 0.044 Upstream 5.378 1.04 66.08 1504.95 POND 1 0.044 Downstream 5.238 790.11 6.14 3.49 79.58 OUTLET 0.044 5.238 6.14 3.49 79.58 STORM 100y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.391 5.01 36.58 833.09 POND 1 0.044 Upstream 6.391 5.01 36.58 833.09 POND 1 0.044 Downstream 6.250 790.55 12.08 3.78 86.11 OUTLET 0.044 6.250 12.08 3.78 86.11 STORM 100y,18h WinTR-20 Version 3.20 Page 35 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.983 12.00 26.34 599.95 POND 1 0.044 Upstream 6.983 12.00 26.34 599.95 POND 1 0.044 Downstream 6.841 790.84 18.05 3.97 90.51 OUTLET 0.044 6.841 18.05 3.97 90.51 STORM 100y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.487 16.00 21.07 479.79 POND 1 0.044 Upstream 7.487 16.00 21.07 479.79 POND 1 0.044 Downstream 7.344 790.92 22.07 4.02 91.65 OUTLET 0.044 7.344 22.07 4.02 91.65 STORM 100y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.190 41.99 14.07 320.39 POND 1 0.044 Upstream 8.190 41.99 14.07 320.39 POND 1 0.044 Downstream 8.044 790.89 48.08 4.01 91.28 OUTLET 0.044 8.044 48.08 4.01 91.28 STORM 100y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.754 62.99 9.97 227.08 POND 1 0.044 Upstream 8.754 62.99 9.97 227.08 POND 1 0.044 Downstream 8.606 790.56 69.25 3.79 86.35 OUTLET 0.044 8.606 69.25 3.79 86.35 STORM 100y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 9.557 105.00 6.49 147.72 POND 1 0.044 Upstream 9.557 105.00 6.49 147.72 POND 1 0.044 Downstream 9.405 790.01 115.09 3.43 78.06 OUTLET 0.044 9.405 115.09 3.43 78.06 STORM 100y,240h WinTR-20 Version 3.20 Page 36 03/24/2021 10:18 POND 1 0.044 Downstream 7.344 790.92 22.07 4.02 91.65POND 1 0.044 Downstream 7.344 790.92 22.07 4.02 91.65 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 11.532 209.88 3.86 87.92 POND 1 0.044 Upstream 11.532 209.88 3.86 87.92 POND 1 0.044 Downstream 11.370 789.28 220.12 2.81 63.91 OUTLET 0.044 11.370 220.12 2.81 63.91 STORM 500y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 0.13 114.55 2608.94 POND 1 0.044 Upstream 0.620 0.13 114.55 2608.94 POND 1 0.044 Downstream 0.480 786.57 0.53 0.44 9.97 OUTLET 0.044 0.480 0.53 0.44 9.97 STORM 500y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.484 0.17 229.67 5231.02 POND 1 0.044 Upstream 1.484 0.17 229.67 5231.02 POND 1 0.044 Downstream 1.343 787.34 0.57 0.91 20.65 OUTLET 0.044 1.343 0.57 0.91 20.65 STORM 500y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.108 0.18 277.63 6323.22 POND 1 0.044 Upstream 2.108 0.18 277.63 6323.22 POND 1 0.044 Downstream 1.968 787.88 0.62 1.12 25.59 OUTLET 0.044 1.968 0.62 1.12 25.59 STORM 500y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.171 0.22 304.36 6932.03 POND 1 0.044 Upstream 3.171 0.22 304.36 6932.03 POND 1 0.044 Downstream 3.030 788.75 0.80 2.22 50.51 OUTLET 0.044 3.030 0.80 2.22 50.51 STORM 500y,1h WinTR-20 Version 3.20 Page 37 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.254 0.30 262.11 5969.69 POND 1 0.044 Upstream 4.254 0.30 262.11 5969.69 POND 1 0.044 Downstream 4.114 789.57 1.24 3.06 69.65 OUTLET 0.044 4.114 1.24 3.06 69.65 STORM 500y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.467 0.44 189.07 4306.24 POND 1 0.044 Upstream 5.467 0.44 189.07 4306.24 POND 1 0.044 Downstream 5.326 790.42 2.20 3.70 84.19 OUTLET 0.044 5.326 2.20 3.70 84.19 STORM 500y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.135 0.56 146.85 3344.68 POND 1 0.044 Upstream 6.135 0.56 146.85 3344.68 POND 1 0.044 Downstream 5.995 790.83 3.18 3.97 90.38 OUTLET 0.044 5.995 3.18 3.97 90.38 STORM 500y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.349 1.03 90.28 2056.17 POND 1 0.044 Upstream 7.349 1.03 90.28 2056.17 POND 1 0.044 Downstream 7.209 791.21 6.03 10.59 241.30 OUTLET 0.044 7.209 6.03 10.59 241.30 STORM 500y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.685 5.00 48.78 1111.07 POND 1 0.044 Upstream 8.685 5.00 48.78 1111.07 POND 1 0.044 Downstream 8.544 791.39 8.09 16.10 366.68 OUTLET 0.044 8.544 8.09 16.10 366.68 STORM 500y,18h WinTR-20 Version 3.20 Page 38 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 9.469 11.28 34.89 794.60 POND 1 0.044 Upstream 9.469 11.28 34.89 794.60 POND 1 0.044 Downstream 9.327 791.53 13.69 20.54 467.71 OUTLET 0.044 9.327 13.69 20.54 467.71 STORM 500y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.134 15.02 27.89 635.13 POND 1 0.044 Upstream 10.134 15.02 27.89 635.13 POND 1 0.044 Downstream 9.992 791.50 18.09 19.64 447.29 OUTLET 0.044 9.992 18.09 19.64 447.29 STORM 500y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.989 41.99 18.45 420.15 POND 1 0.044 Upstream 10.989 41.99 18.45 420.15 POND 1 0.044 Downstream 10.844 791.37 44.06 15.68 357.11 OUTLET 0.044 10.844 44.06 15.68 357.11 STORM 500y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 11.695 62.99 13.03 296.83 POND 1 0.044 Upstream 11.695 62.99 13.03 296.83 POND 1 0.044 Downstream 11.549 791.23 66.05 11.25 256.17 OUTLET 0.044 11.549 66.05 11.25 256.17 STORM 500y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 12.689 104.99 8.44 192.21 POND 1 0.044 Upstream 12.689 104.99 8.44 192.21 POND 1 0.044 Downstream 12.540 791.04 110.18 5.45 124.17 OUTLET 0.044 12.540 110.18 5.45 124.17 STORM 500y,240h WinTR-20 Version 3.20 Page 39 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 14.869 209.90 4.90 111.54 POND 1 0.044 Upstream 14.869 209.90 4.90 111.54 POND 1 0.044 Downstream 14.713 790.07 220.13 3.47 78.94 OUTLET 0.044 14.713 220.13 3.47 78.94 WinTR-20 Version 3.20 Page 40 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,5m 2m,10m 2m,15m 2m,30m 2m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.0 2.63 5.34 8.26 9.74 POND 1 0.044 0.0 2.63 5.34 8.26 9.74 DOWNSTREAM 0.0 0.0 0.0 0.0 0.13 OUTLET 0.044 0.0 0.0 0.0 0.0 0.13 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,2h 2m,3h 2m,6h 2m,12h 2m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 9.10 7.63 5.45 4.01 3.47 POND 1 0.044 9.10 7.63 5.45 4.01 3.47 DOWNSTREAM 0.21 0.24 0.32 0.39 0.44 OUTLET 0.044 0.21 0.24 0.32 0.39 0.44 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,24h 2m,48h 2m,72h 2m,120h 2m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.84 2.09 1.56 1.07 0.71 POND 1 0.044 2.84 2.09 1.56 1.07 0.71 DOWNSTREAM 0.46 0.51 0.51 0.49 0.46 OUTLET 0.044 0.46 0.51 0.51 0.49 0.46 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,5m 3m,10m 3m,15m 3m,30m 3m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.0 4.65 8.54 11.61 13.24 POND 1 0.044 0.0 4.65 8.54 11.61 13.24 DOWNSTREAM 0.0 0.0 0.0 0.10 0.18 OUTLET 0.044 0.0 0.0 0.0 0.10 0.18 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,2h 3m,3h 3m,6h 3m,12h 3m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 12.02 10.08 6.94 4.97 4.20 POND 1 0.044 12.02 10.08 6.94 4.97 4.20 DOWNSTREAM 0.27 0.32 0.40 0.49 0.55 OUTLET 0.044 0.27 0.32 0.40 0.49 0.55 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,24h 3m,48h 3m,72h 3m,120h 3m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 3.45 2.50 1.85 1.27 0.84 POND 1 0.044 3.45 2.50 1.85 1.27 0.84 DOWNSTREAM 0.57 0.62 0.62 0.59 0.55 OUTLET 0.044 0.57 0.62 0.62 0.59 0.55 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,5m 4m,10m 4m,15m 4m,30m 4m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 41 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,5m 4m,10m 4m,15m 4m,30m 4m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.34 6.07 10.62 14.92 16.66 POND 1 0.044 0.34 6.07 10.62 14.92 16.66 DOWNSTREAM 0.0 0.0 0.0 0.13 0.22 OUTLET 0.044 0.0 0.0 0.0 0.13 0.22 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,2h 4m,3h 4m,6h 4m,12h 4m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 14.41 11.97 8.11 5.75 4.77 POND 1 0.044 14.41 11.97 8.11 5.75 4.77 DOWNSTREAM 0.32 0.37 0.47 0.56 0.63 OUTLET 0.044 0.32 0.37 0.47 0.56 0.63 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,24h 4m,48h 4m,72h 4m,120h 4m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 3.90 2.80 2.07 1.42 0.93 POND 1 0.044 3.90 2.80 2.07 1.42 0.93 DOWNSTREAM 0.66 0.71 0.70 0.67 0.61 OUTLET 0.044 0.66 0.71 0.70 0.67 0.61 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,5m 6m,10m 6m,15m 6m,30m 6m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.95 9.35 15.33 20.23 21.55 POND 1 0.044 0.95 9.35 15.33 20.23 21.55 DOWNSTREAM 0.0 0.0 0.0 0.17 0.28 OUTLET 0.044 0.0 0.0 0.0 0.17 0.28 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,2h 6m,3h 6m,6h 6m,12h 6m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 18.44 15.18 10.10 7.02 5.69 POND 1 0.044 18.44 15.18 10.10 7.02 5.69 DOWNSTREAM 0.40 0.47 0.58 0.69 0.76 OUTLET 0.044 0.40 0.47 0.58 0.69 0.76 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,24h 6m,48h 6m,72h 6m,120h 6m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 4.62 3.29 2.42 1.65 1.08 POND 1 0.044 4.62 3.29 2.42 1.65 1.08 DOWNSTREAM 0.78 0.81 0.81 0.78 0.72 OUTLET 0.044 0.78 0.81 0.81 0.78 0.72 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,5m 9m,10m 9m,15m 9m,30m 9m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 42 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,5m 9m,10m 9m,15m 9m,30m 9m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.18 13.16 20.65 26.65 28.12 POND 1 0.044 2.18 13.16 20.65 26.65 28.12 DOWNSTREAM 0.0 0.0 0.12 0.22 0.35 OUTLET 0.044 0.0 0.0 0.12 0.22 0.35 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,2h 9m,3h 9m,6h 9m,12h 9m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 23.25 18.71 12.47 8.41 6.68 POND 1 0.044 23.25 18.71 12.47 8.41 6.68 DOWNSTREAM 0.50 0.58 0.70 0.80 0.84 OUTLET 0.044 0.50 0.58 0.70 0.80 0.84 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,24h 9m,48h 9m,72h 9m,120h 9m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 5.44 3.83 2.81 1.91 1.24 POND 1 0.044 5.44 3.83 2.81 1.91 1.24 DOWNSTREAM 0.86 0.89 0.88 0.85 0.80 OUTLET 0.044 0.86 0.89 0.88 0.85 0.80 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,5m 1y,10m 1y,15m 1y,30m 1y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.95 16.68 24.98 32.28 32.72 POND 1 0.044 2.95 16.68 24.98 32.28 32.72 DOWNSTREAM 0.0 0.0 0.14 0.27 0.41 OUTLET 0.044 0.0 0.0 0.14 0.27 0.41 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,2h 1y,3h 1y,6h 1y,12h 1y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 26.85 21.40 14.25 9.49 7.46 POND 1 0.044 26.85 21.40 14.25 9.49 7.46 DOWNSTREAM 0.57 0.66 0.79 0.86 0.91 OUTLET 0.044 0.57 0.66 0.79 0.86 0.91 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,24h 1y,48h 1y,72h 1y,120h 1y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 6.02 4.23 3.10 2.10 1.36 POND 1 0.044 6.02 4.23 3.10 2.10 1.36 DOWNSTREAM 0.92 0.95 0.95 0.90 0.85 OUTLET 0.044 0.92 0.95 0.95 0.90 0.85 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,5m 2y,10m 2y,15m 2y,30m 2y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 43 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,5m 2y,10m 2y,15m 2y,30m 2y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 6.45 26.28 36.93 46.56 45.85 POND 1 0.044 6.45 26.28 36.93 46.56 45.85 DOWNSTREAM 0.0 0.12 0.21 0.38 0.56 OUTLET 0.044 0.0 0.12 0.21 0.38 0.56 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,2h 2y,3h 2y,6h 2y,12h 2y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 36.40 28.99 18.84 12.19 9.33 POND 1 0.044 36.40 28.99 18.84 12.19 9.33 DOWNSTREAM 0.77 0.82 0.91 1.00 1.06 OUTLET 0.044 0.77 0.82 0.91 1.00 1.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,24h 2y,48h 2y,72h 2y,120h 2y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 7.53 5.23 3.82 2.58 1.66 POND 1 0.044 7.53 5.23 3.82 2.58 1.66 DOWNSTREAM 1.08 1.11 1.10 1.04 0.97 OUTLET 0.044 1.08 1.11 1.10 1.04 0.97 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,5m 5y,10m 5y,15m 5y,30m 5y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 14.74 45.12 60.39 72.92 69.38 POND 1 0.044 14.74 45.12 60.39 72.92 69.38 DOWNSTREAM 0.0 0.21 0.33 0.57 0.80 OUTLET 0.044 0.0 0.21 0.33 0.57 0.80 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,2h 5y,3h 5y,6h 5y,12h 5y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 53.19 42.13 27.20 16.69 12.49 POND 1 0.044 53.19 42.13 27.20 16.69 12.49 DOWNSTREAM 0.93 1.01 1.13 1.42 1.64 OUTLET 0.044 0.93 1.01 1.13 1.42 1.64 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,24h 5y,48h 5y,72h 5y,120h 5y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 10.05 6.90 4.99 3.34 2.13 POND 1 0.044 10.05 6.90 4.99 3.34 2.13 DOWNSTREAM 1.72 1.82 1.71 1.49 1.20 OUTLET 0.044 1.72 1.82 1.71 1.49 1.20 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,5m 10y,10m 10y,15m 10y,30m 10y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 44 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,5m 10y,10m 10y,15m 10y,30m 10y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 23.44 64.30 83.60 99.03 91.50 POND 1 0.044 23.44 64.30 83.60 99.03 91.50 DOWNSTREAM 0.0 0.29 0.46 0.76 0.92 OUTLET 0.044 0.0 0.29 0.46 0.76 0.92 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,2h 10y,3h 10y,6h 10y,12h 10y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 69.18 54.32 34.80 20.69 15.27 POND 1 0.044 69.18 54.32 34.80 20.69 15.27 DOWNSTREAM 1.09 1.21 1.67 2.08 2.33 OUTLET 0.044 1.09 1.21 1.67 2.08 2.33 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,24h 10y,48h 10y,72h 10y,120h 10y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 12.27 8.34 6.01 4.00 2.49 POND 1 0.044 12.27 8.34 6.01 4.00 2.49 DOWNSTREAM 2.42 2.49 2.32 2.01 1.62 OUTLET 0.044 2.42 2.49 2.32 2.01 1.62 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,5m 25y,10m 25y,15m 25y,30m 25y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 38.86 95.82 121.57 140.37 126.59 POND 1 0.044 38.86 95.82 121.57 140.37 126.59 DOWNSTREAM 0.15 0.44 0.66 0.91 1.11 OUTLET 0.044 0.15 0.44 0.66 0.91 1.11 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,2h 25y,3h 25y,6h 25y,12h 25y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 94.01 73.42 46.73 26.75 19.49 POND 1 0.044 94.01 73.42 46.73 26.75 19.49 DOWNSTREAM 1.71 2.07 2.60 2.88 3.07 OUTLET 0.044 1.71 2.07 2.60 2.88 3.07 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,24h 25y,48h 25y,72h 25y,120h 25y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 15.63 10.49 7.52 4.93 3.01 POND 1 0.044 15.63 10.49 7.52 4.93 3.01 DOWNSTREAM 3.13 3.14 2.98 2.66 2.14 OUTLET 0.044 3.13 3.14 2.98 2.66 2.14 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,5m 50y,10m 50y,15m 50y,30m 50y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 45 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,5m 50y,10m 50y,15m 50y,30m 50y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 54.01 124.55 154.77 175.41 156.09 POND 1 0.044 54.01 124.55 154.77 175.41 156.09 DOWNSTREAM 0.21 0.57 0.80 1.04 1.52 OUTLET 0.044 0.21 0.57 0.80 1.04 1.52 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,2h 50y,3h 50y,6h 50y,12h 50y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 114.56 89.32 56.35 31.65 22.89 POND 1 0.044 114.56 89.32 56.35 31.65 22.89 DOWNSTREAM 2.35 2.68 3.05 3.38 3.56 OUTLET 0.044 2.35 2.68 3.05 3.38 3.56 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,24h 50y,48h 50y,72h 50y,120h 50y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 18.33 12.27 8.71 5.70 3.43 POND 1 0.044 18.33 12.27 8.71 5.70 3.43 DOWNSTREAM 3.61 3.61 3.43 3.03 2.54 OUTLET 0.044 3.61 3.61 3.43 3.03 2.54 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,5m 100y,10m 100y,15m 100y,30m 100y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 70.37 153.21 189.10 211.25 186.13 POND 1 0.044 70.37 153.21 189.10 211.25 186.13 DOWNSTREAM 0.27 0.70 0.89 1.16 2.06 OUTLET 0.044 0.27 0.70 0.89 1.16 2.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,2h 100y,3h 100y,6h 100y,12h 100y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 135.70 105.81 66.08 36.58 26.34 POND 1 0.044 135.70 105.81 66.08 36.58 26.34 DOWNSTREAM 2.82 3.10 3.49 3.78 3.97 OUTLET 0.044 2.82 3.10 3.49 3.78 3.97 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,24h 100y,48h 100y,72h 100y,120h 100y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 21.07 14.07 9.97 6.49 3.86 POND 1 0.044 21.07 14.07 9.97 6.49 3.86 DOWNSTREAM 4.02 4.01 3.79 3.43 2.81 OUTLET 0.044 4.02 4.01 3.79 3.43 2.81 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,5m 500y,10m 500y,15m 500y,30m 500y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 46 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,5m 500y,10m 500y,15m 500y,30m 500y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 114.55 229.67 277.63 304.36 262.11 POND 1 0.044 114.55 229.67 277.63 304.36 262.11 DOWNSTREAM 0.44 0.91 1.12 2.22 3.06 OUTLET 0.044 0.44 0.91 1.12 2.22 3.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,2h 500y,3h 500y,6h 500y,12h 500y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 189.07 146.85 90.28 48.78 34.89 POND 1 0.044 189.07 146.85 90.28 48.78 34.89 DOWNSTREAM 3.70 3.97 10.59 16.10 20.54 OUTLET 0.044 3.70 3.97 10.59 16.10 20.54 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,24h 500y,48h 500y,72h 500y,120h 500y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 27.89 18.45 13.03 8.44 4.90 POND 1 0.044 27.89 18.45 13.03 8.44 4.90 DOWNSTREAM 19.64 15.68 11.25 5.45 3.47 OUTLET 0.044 19.64 15.68 11.25 5.45 3.47 WinTR-20 Version 3.20 Page 47 03/24/2021 10:18 Section 3 x Storm Water Exhibits - Existing Drainage Conditions Exhibit - Proposed Drainage Conditions Exhibit - Proposed Impervious Area Exhibit - ALTA/NSPS Land Title and Topographic Survey 812 . 5811. 8 8 1 3 .0 8 1 2 .680 8 .8 7 312. 4 8 1 3 .881 4 .481 4 .4814. 2813 . 2813. 1 9813 . 6 8 1 3 .8 8 1 3 .3 8 13 .281 2 . 8 8 12 .781 3 . 1 8 1 4 .9 813 . 2 813. 381 4 .1801. 4 8 0 1 .180 0 . 5 8 00 .8798 . 9 798 .779 6 .9 7 98 .1 7 95. 2795 . 1 7 9 6 .3 7 94 .0794. 0 409 4 179 4 .3 793 . 3 793 . 4795 . 2 7 97 .2800. 1 8 00 .4 783 . 678 2 . 8783 . 4 7 8 2 .077 9 .6 7 7 6 .2 7 80 .2 7 82 .9 782 . 8 782 . 278 2 .7779 . 9 7 77 .1778 . 8 781 . 7 780 . 3 7 8 2 .0775 . 4 7 7 4 .6773 . 8 7 7 4 .8775 . 4 7 79 .2780 . 8 7 79 .377 6 .4 7 7 4 .577 2 .8 7 74 .1774 . 3 774 . 1773. 2 7 73 .6 7 74 .1 772 . 6 771 .7 7 7 4 .0 7 70 .5770. 9 7 7 1 .377 3 . 2 7 74 .377 2 .6774. 877 7 . 6 7 7 8 .277 4 . 2 7 75 .2 7 7 6 .2777. 3 7 78 .5780 . 9779. 9 780. 4 7 79 .0 780 . 3 78 1 . 4 7 80 .6 7 7 8 .2 777 . 2 77 6 . 3 7 75 .4 7 7 4 .377 3 . 877 4 . 8 776 . 077 7 . 6 778 . 5 7 80 .2779 . 6778 . 5 779 .7783 . 1 782 . 8782 . 4 7 81 .3779 . 9 778 . 2 777. 3774 . 4772. 4 7 74 .178 1 .478 2 . 0 7 81 .2 778 . 4 778 . 0778 . 3 7 8 1 .8 784 . 2783 . 878 2 . 6 7 8 0 .0779 . 5 7 7 9 .5 7 80 .2 7 81 .8782 . 2 7 8 1 .8780. 1 781 .0 7 8 1 .7 7 8 1 .5 780 . 4 7 8 0 .6 7 8 1 .2783 . 5 7 85 .378 5 . 1 783 . 4 7 8 2 .5 7 84 .0 7 85 .378 7 . 5 786 . 5 978 7 . 9 7 87 .7788 . 7 786 . 5 7 86 .1 784 . 9 1 7 85 .7784. 8783 . 778 5 . 0 782 . 0 781. 6 7 82 .278 2 .0 773 .6 773 . 5 773 . 1 772 . 8 7 7 2 .6 7 73 .4774. 277 5 .2 7 7 6 .5 778 . 0 779 .477 9 . 3778 . 6 77 6 . 8777. 1779. 0781. 6 7 80 .6 777 . 877 7 . 3 7 7 7 .1 778 .3 7 8 1 .878 3 . 0796 . 3798. 2803 . 3 8 0 1 .8 7 9 6 .280 6 .780 4 . 9807. 2 801 . 0 807 . 5 806 .6 8 0 7 .280 5 .9806 . 2 8 0 6 .2805 . 2 8 02 .3 799 .0 7 9 6 .4796 . 3799 . 2 802 . 6 8 01 .0798 . 079 6 . 0 795 .9798. 280 0 . 6 79 8 . 6 798 . 2 799 .1796 . 9796.5 795 .1 796 . 8 796 . 8 788 . 7783. 0 779 . 9 778 . 1 778. 2 7 7 9 .4 783 . 9 7 89 .3 788 . 6 7 8 2 .5 7 79 .1 7 7 8 .2 7 78 .1 7 79 .4786 . 1790 . 0 789 . 6 783 . 4 779 . 6 778 . 1 778 . 3 7 80 .3785 . 4 78 5 . 5 780 . 5 7 7 8 .377 8 .477 9 .5783. 9 783 . 778 0 .2778. 2 7 78 .2779 . 8783. 0 783 .5 780 . 2 778 . 4778 . 378 0 . 0 78377 8 2 .977 9 . 1 7 7 8 .3 7 78 .2 7 80 .8783. 9 7 8 0 .0778 . 0778. 2781 . 378 4 . 9784. 578 0 . 0 778 . 1 778 . 3 780 . 3785 . 8784 . 4780. 377 8 . 277 8 .3 7 81 .3 786 . 0 7 85 .7 780 . 6 7 7 8 .0 778 . 1 7 7 9 .9787 . 0 7 8 6 .8 7 80 .3 7 78 .3778 . 2 780 . 478 5 .1790 . 7786 . 2781.5 7 7 9 .5778 . 3 778 . 2 780 . 378 2 .8786 . 0 789 . 8791. 378 7 .5 7 81 .9 7 7 8 .2 7 80 .578 3 . 7 7 8 9 .1 7 9 0 .1 7 85 .7 7 8 4 .6 780 . 8 7 81 .0 7 7 8 .3778 . 1 7 8 0 .178 3 .979 0 . 3 789 . 7 7 8 6 .7794 . 7 7 9 3 .3 7 9 2 .4 7 9 2 .1 7 9 1 .879 1 . 6 7 90 .3788 . 6 7 86 .478 3 . 9 78 2 .57 83 .378 2 .5 783 . 3784. 478 4 .3 7 8 3 .6784 . 6 0 7 85 .4 7 85 .2786 . 3 7 8 6 .5 7 85 .3786 . 8 7 87 .578 8 . 0789.3 790 .8792 . 1791 . 5 7 9 1 .4790. 8 7 9 0 .2791. 1791 . 4 789 . 8 789 . 8788. 9 788 . 4788. 878 8 . 8791 . 4 7 9 2 .2 7 92 .5 7 9 3 .679 4 . 4 796 .0 800 . 379 9 . 9 800 . 8 7 9 9 .2798 . 679 8 . 5 7 99 .3 8 0 0 .2 798 . 0 7 9 8 .2798 . 5798. 379 7 .879 8 .5802 . 0 8 01 .8 8 0 1 .6801 . 0 7 98 .6799. 5 800 . 480 1 . 780 3 . 6803 . 9 804 . 5 8 04 .6 8 03 .0 8 01 .9 802 . 3 8 0 1 .3800 . 1 801 . 3 800 . 6800. 8 8 0 2 .0 7 9 9 .8 8 0 2 .4 7 99 .3801. 2 7 9 9 .7 7 9 9 .6 7 99 .379 8 . 8 797 . 2795 . 8794 . 4 79 5 .6796 . 3 7 9 9 .0 8 0 0 .6 801 . 2 80 0 . 2 799 . 1 7 9 7 .8 799 . 2799. 9 8 0 0 .8 8 0 2 .9 8 01 .1 804 . 1 8 0 2 .2801 . 4 800. 5 797. 4799 . 2 8 01 .6 8 0 2 .4 8 0 2 .9803 . 2 7 99 .5 8 00 .1801 . 4801 . 080 1 . 7 8 01 .5802. 6 802 . 3803. 5 803 . 5804 . 0 8 0 3 .8802. 3 8 03 .1 8 02 .2799 . 5 799 .7801 . 0 803 .6804 . 4805. 0 805 . 3 8 0 6 .3805. 0 8 0 5 .1 8 05 .9 8 0 7 .0 8 06 .7 807 . 180 8 .0 8 0 7 .9 8 1 1 .4 808 . 0807. 0806 . 6 8 0 6 .5807. 4 8 08 .8 8 09 .1 8 0 9 .7808 . 8806.5 809 . 3806 . 9 8 05 .9805 . 2 806. 2804. 8 803. 0 7 99 .3 7 9 8 .2 8 0 1 .2802. 2 8 0 5 .0803. 7 8 0 4 .1801. 7 800 . 580 2 . 5803. 7802. 5805 . 4 8 0 3 .1 8 0 3 .8 8 0 7 .7803 . 7806. 6 803. 9 806 . 180 3 . 0 8 07 .2 802 . 4 805 .6 803 . 0 805 . 7 8 0 4 .1 806 .3 8 0 7 .3803. 8 803 . 7 8 0 7 .2 810 . 8 810 .2810 . 1810 . 4 8 08 .5 8 0 7 .2 8 0 7 .6 8 0 6 .5 8 06 .0 806 . 5806. 1 8 06 .480 5 . 8 8 06 .3 8 06 .180 6 . 3 806 . 780 6 . 1 8 07 .5806 . 1 8 06 .3 8 06 .3807 . 5807 . 6807 . 6 805 . 9 8 0 7 .8 8 0 6 .5 8 0 5 .8 8 06 .3809. 680 7 . 4 8 10 .2806. 1 807 . 0809. 6 8 10 .9 811 . 0 810 . 4 8 10 .5 8 10 .6 8 1 1 .6 8 1 2 .3 812 . 0 8 11 .5 811 . 2 808 .9 808 . 4 809 . 4 810 . 3 8 10 .1 809 .3 8 0 7 .5 8 07 .1 8 1 0 .1 8 09 .4 807 . 0 80 6 .6806 . 8806 . 2 8 0 6 .3 806 . 3 8 0 6 .880 6 . 2 8 06 .6 8 06 .8809 . 5 8 06 .9806. 680 6 . 0806 . 5 810 . 180 9 . 0 8 06 .8 809 . 480 7 .0 8 07 .1807. 2 807 . 280 6 .3806 . 2 806. 2 8 08 .2811 . 4 811 . 481 2 .4813. 0 8 1 1 .1 8 12 .1 8 11 .5 810 . 2 8 09 .7 810 . 0 8 08 .880 8 . 7 802 . 1 8 03 .6 8 0 4 .5 8 0 8 .1 8 10 .2 808 .8 804 . 7 8 0 7 .5 808 . 8 8 0 8 .9 810 . 2809. 1 8 0 7 .5 8 06 .0807. 0806 . 9 8 06 .881 0 . 8805. 0 8 0 5 .380 5 . 3 8 0 5 .8805. 3 805 . 7 8 0 6 .2805. 2 8 07 .0 8 0 6 .280 5 . 9 805 . 3 8 0 7 .7806 . 7807 . 5 7 95 .6 9 7 96 .2 1796 . 85 7 96 .49 796 . 8 1 7 9 6 .1879 6 . 82 796 . 8 2 R 7 9 2 .42 7 9 6 .37R 7 94 .00 795 . 9 0795 . 86795 . 879 5 .40 7 95 .1 6794. 9 0795 . 12 795 . 0 9 795 . 5 1 7 9 5 .91795 . 92 7 9 5 .63R 794 . 4 1796 . 6 8 0 6 .680 2 . 5798. 7 7 9 5 .9 7 95 .4 7 9 6 .4799 . 9803 . 3806 . 7 8 0 9 .7810 . 581 0 . 6 809 . 5 8 0 6 .2 802 . 4799 . 1796 . 6795 . 9 7 96 .2 7 96 .779 7 .7 8 00 .180 2 .4 8 05 .6 8 09 .0 8 1 0 .3 811 . 0808 . 3 804 . 5 8 0 1 .2 7 9 8 .1796. 4 7 96 .3 7 9 6 .0 7 9 6 .1 797 . 6 7 9 9 .9801 . 9 804 . 6 8 0 7 .1809. 6807 . 2 806 . 7 8 0 3 .6800 . 4 797 . 379 5 . 5 795 . 3794. 5 7 97 .1 799 . 7 8 0 2 .2804 . 2804 . 580 2 . 380 2 . 079 9 .8 7 95 .779 3 . 179 0 . 8 7 91 .4793. 6797. 1799 . 4 8 00 .2 7 9 9 .9 789 . 779 3 .0796 . 9 7 99 .479 9 . 2 7 9 9 .3 799 . 779 9 .5 7 8 7 .7789. 2 7 89 .578 6 . 8 7 8 4 .5784 . 2 7 86 .8 7 87 .4 7 8 6 .8 7 85 .4 7 83 .9786. 1 7 86 .9788 . 278 9 . 7 791 . 479 3 . 4 7 9 5 .7 7 9 3 .8 7 90 .5786. 8 784 .7784 . 5785. 0788. 179 2 .0795. 4797. 879 9 . 579 9 .6 799 . 8 800 . 3800 . 0 7 98 .6 7 94 .6 790 . 6 7 8 6 .4785. 4 786 .2 7 8 4 .2790. 3793. 0795. 6798. 2 800 . 1800 . 5 8 0 0 .480 1 . 0 80 2 . 1801. 6 8 01 .1800 . 9 800 . 9798 . 2 7 95 .5 7 9 2 .6 789 .3789. 0793 . 6 797 . 8 7 9 9 .5 797 . 1 7 98 .9799 . 9 799 . 5796. 779 2 . 8 7 88 .578 9 . 8 7 91 .8794. 1 796 . 3 7 9 6 .4 7 96 .6 7 96 .9 7 93 .2791. 278 7 . 3 7 8 5 .4 786 . 3 785 . 0784. 7784 . 2784. 078 3 . 3783. 4783. 7 7 8 9 .9792 . 9 8 00 .1 800 . 5 8 0 1 .080 1 .380 1 .580 1 . 8 8 0 2 .180 2 . 8801. 8 801 .380 0 . 7 8 0 0 .9800 . 5 798 . 4 7 97 .7 7 98 .4 799 . 3 797 . 7796. 3 7 96 .0 7 94 .679 4 .1794. 1 7 9 0 .9 7 90 .779 1 .9 792 . 3792. 7 7 9 3 .578 8 . 9 789 . 2790 . 1 7 9 2 .5 7 9 4 .6789. 3 787 . 2783. 778 5 . 2 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812 . 5812 . 4 8 12 .6812. 5 812 . 7 8 1 2 .7812 . 9813 . 4813. 4 8 1 3 .0 8 12 .0 811 . 1809. 680 8 .080 7 . 080 6 . 080 5 .4 804 .7804. 180 3 . 7 8 0 3 .6 8 0 3 .4 8 03 .4 8 0 3 .1 8 02 .7802. 680 2 . 7 803 . 780 4 . 7 805 . 8 8 0 6 .8 8 08 .0809 . 0 810 . 2811. 3812 . 281 2 .981 3 .0 8 13 .1812 . 6812 . 4 8 12 .4 8 12 .5 812 . 5 8 12 .6812 . 1 811 .9 8 1 1 .5 8 11 .3810. 6810 . 2 809 .8 7 9 6 .2794 . 3 179 7 . 50 7 97 .4 6794. 5R 791 . 3 2791. 4 7 7 9 1 .43791 . 5 79 4 . 61 7 94 .7 2 R 7 9 3 .5579 3 . 85 792 . 7 479 2 . 6379 2 .8579 2 .8779 2 .86R 7 8 9 .88 791 . 7 7791 . 9 8 78 9 . 55 7 90 .8 0787 . 59 799 . 1 978 7 . 78 7 8 7 .17 7 8 5 .9678 6 .0381 3 .8 8 1 3 .2812 . 5812 . 5813. 6813. 781 3 . 5813. 3 8 12 .9812 . 681 3 . 5 813 .2 812 .681 2 .6814 . 2 814 . 5814 . 4813 . 8813 . 4813 . 0 8 14 .081 3 . 6 8 13 .3813. 3 81 3. 0 6 8 1 1 .7 811 .6 812 . 9 81 3 . 42 813 .0 9 8 14. 9 8 1 4 .3813 . 1 8 12 .3811. 981 2 .4 8 12 .4 8 0 2 .66 7 8 5 .2978 3 . 59 784. 6 6 784 . 2 3 7 8 4 .75 7 8 5 .24785 . 5 1 78 5. 6 0 78 6. 0 5786. 4 7 0 6 62597 93 .9 6 7 9 6 .83 7 9 9 .7380 0 .36 7 99 .58789 . 8 0789. 3 2 7 9 0 .73790 . 7 8 7 9 1 .7779 2 . 01 7 92. 7 4 7 9 4 .41 794 . 7 4 796. 6 9 7 97 .3 2 7 97 .7 8 7 98 .3 7 7 98 .36 7 9 8 .47799. 2 0 7 9 9 .24 7 9 9 .77 7 9 6 .7R 7 9 2 .59S. LINE OF SE 1/4 OF SEC. 23-45-8SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 "NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4 NS P H A S E 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A33123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 6CL DITCHCL DITCH20'BSL10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150 . 0 0 ' 175 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5T COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER7 9 6 .73792 . 4 6792. 3 379 1 .18 7 9 1 .07 7 9 1 .30 7 9 0 .17 790 . 3 0 7 87 .4 2787. 8 4 78 4 . 52 786 . 3784. 5 7R 78 6 . 66R 7 8 4 .06 7 81 .2 4 R 7 83 .3 2R 7 8 3 . 52R 7 8 4 . 05779. 6 0 779 . 66 785 . 4 7 7 85 .3R 7 8 2 .10 7 82 .1 781 .3781 . 1781 . 7 781 . 3R 7 8 0 .0278 1 .3782. 1 7 8 1 .8782. 2 R 7 8 4 .19788 . 4 9786 . 37 7 85 .4 4 783 . 7 2 7 8 3 .75 783 . 8 8R 782 . 0 2 783 . 9 7 88 .4 7 7 8 8 .64 788 .6 778 9 . 03 7 9 0 .02 792 . 5 5 792 . 1 379 2 . 44788 . 8 6790 . 96 8 00 .2 8 0 0 .4 802 . 5 8 00 .6800 . 180 0 . 3 80 0 . 5 799 . 3 7 8 5 .0278 8 . 99 7 8 5 .5478 1 .9782. 4 783 .1 9 7 8 4 .30789. 8791. 0 791 . 3789 . 0 8 792. 5 7 9 6 .7 798 .7800. 3789. 0 1781 . 5 6 7 81 .52 7 8 8 .88 7 8 9 .09 7 8 9 .05 7 80 .178 0 . 3 780 . 7 7 81 .4 779 . 777 6 .7 7 75 .6780 . 7 7 76 .678 0 . 6 780 . 7776 . 7 785 . 0 178 5 .33 7 8 2 .6 7 89 .9 8 08 .8 8 09 .0808 . 480 8 . 5 8 07 .2 8 07 .9809 . 1 8 0 9 .9 8 0 9 .4 810 . 3 811 . 5 811 . 281 0 . 7 8 1 1 .2 8 11 .681 2 . 2 8 1 2 .1 8 11 .6 8 0 3 .7803. 7805 . 6 8 0 4 .7 8 0 4 .6 805 . 6 8 0 6 .2 806 . 4 80 2 .0 8 02 .3 8 04 .2805. 4 8 06 .6 806 .5 805 . 380 4 . 780 3 . 1803 . 4 802 . 680 1 . 713802. 080 1 .7802. 0 801. 280 1 .2 8 12 .0 7 8 12 .1 0812 . 1 8 11 .9 813 . 0 811 . 5 8 11 .7 812 . 2 8 1 2 .964781 3 .4 811 . 9812. 0 807 . 6 812 . 8 812 . 4 789 . 7 7 90 .4 8 7 90 .5 4 7 90 .4 7 9 2 .2 7 9 2 .7 793 .079 3 . 4791 . 8 7 9 0 .979 0 .7790. 4 6 790 . 4 2 790 . 079 1 .4 791 . 2 6 7 93 .2 792 . 2792 . 4 792 . 1793 . 1 7 9 2 .9792 . 479 2 . 8 7 9 2 .81792. 6 793 . 2 792 .9792 . 979 3 . 1 792 . 479 2 . 21 7 92 .0 792 .779 2 . 5792. 5 789 . 5 7 9 0 .0790 . 2 790 . 9 7 91 .0 7 7 91 .1 1 791 .0 0 791 . 1 7 91 .1 790 . 6 7 90 .7790 . 3 789 . 879 0 . 079 0 . 34790 . 16 7 8 9 .4 7 8 9 .0 7 8 9 .1 7 8 8 .2 788 . 478 8 .978 8 .4789 . 9893 5 7 90 .5 7 90 .5791 . 479 1 .0 791 . 6 7 9 0 .7 7 9 0 .2 7 91 .479 1 . 0 7 9 1 .1790 . 6 7 9 0 .66 7 8 7 .4 787 .1786. 8 786. 6787. 0787. 5 7 87 .3790. 2790 . 5790. 4 7 9 0 .3790. 2 6 790 . 1 9790 . 4 7 9 0 .3 790 .1790 . 1 786. 9 784. 3787. 6 789 . 7 678 9 .7790 . 1 790 . 0 789 . 5 7 8 9 .4 789 .7 7 8 9 .7 789 .479 0 . 06 7 89 .6 7 8 9 .1788 . 7789 . 2789 . 4 788 . 8 788 . 7 789 . 4 789 .4 7 89 .1 4 788 . 6 789 .3788 . 578 9 . 2 789 . 1 7 88 .8789 . 1 7 88 .978 5 .8 7 8 5 .0 785 .6 7 8 5 .7878 5 . 65 7 85 .3 7785 . 46785. 8 7 85 .9 7 8 5 .278 6 . 778 7 . 2787 . 6 787 . 1786 . 8787. 2 7 86 .8 787 . 4 7 8 7 .65 7 8 7 .72 787 . 9 3787 . 7978 7 . 72788 . 1 7787. 6 7 7 87 .7 4 7 8 7 .878 7 . 8 78 7 . 2 7 8 6 .9 7 8 7 .4787. 3 7 88 .7788 . 478 6 . 8 7 8 1 .48R 782 . 1 4R 7 8 2 .96 781 . 2 0781. 2 2R 784 . 0 4R 7 8 3 .34 7 8 2 .85 7 86 .078 5 . 1 7 85 .7 7 8 5 .4 784 .878 4 . 9 7 8 6 .2 7 8 7 .178 6 . 1 7 8 6 .3 785 . 5786. 0 7 8 4 .678 5 .7786 . 0787 . 6 7 87 .478 5 . 7 7 8 6 .878 5 .9 7 84 .8 7 84 .4784. 1 784 . 4784. 078 5 . 3 784 . 5783. 0 783 . 7 7 86 .0 7 86 .078 3 . 5 7 8 5 .9 785 . 2785 . 0 785 . 9787 . 0 786 .6 785 .7 7 8 6 .13 7 86 .39 7 85 .3784. 7 7 86 .26 786 . 1 8 7 8 4 .4784 . 3 7 87 .3 7 86 .6 7 8 5 .9 7 87 .8786. 7785 . 5 7 87 .178 7 .2 786 .8 7 87 .9788. 3 7 87 .9 7 87 .4 7 88 .2 789 . 0 788 . 178 7 .5788. 3 7 88 .5 787 . 7788 . 6 78 8 .8 7 88 .8 7 88 .4789 . 1788. 9788 . 978 8 .3 7 86 .7 7 8 3 .9785 . 8785 . 1 7 8 4 .7 7 8 5 .0 7 85 .9786. 6 7 85 .5 7 86 .6786. 178 7 . 8 7 8 7 .2 7 8 6 .6786 . 5 7 87 .5 7 8 7 .7789. 0 789 . 3 788 . 4 7 88 .6 790 . 478 9 . 278 8 .5 7 88 .8789. 9 7 88 .6 7 8 9 .2 7 8 9 .578 8 .6 7 88 .7797. 1797. 1 7 94 .9794 . 2 4 8 0 5 .7 8 06 .5797 . 910' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473G PPM MONITOREEEE E EEE E GG E E GGPSD E TPTPTPTPTP#6034WATER VALVE VAULTRIM=793.78TP =788.4312" STEEL W, 12" PVC E#6050STORM INLETRIM=791.32FILLED WITH DEBRIS#6148WATER VALVE VAULTRIM=790.53TP =785.3318" PVC N, S#6202STORM INLETRIM=789.88IE 12" RCP E=785.08IE 10" PVC W=785.38#5968WATER VALVE VAULTRIM=795.25TP =789.5018" PVC N, S12" CAST IRON W#5966STORM INLETRIM=792.59IE 24" RCP N=786.59IE 12" CPP S=786.59IE 10" CPP SW=787.89#6120STORM MHRIM=793.55IE 10" CPP E=788.00IE 12" PVC W=788.45IE 12" PVC SW=788.40#6251WATER VALVE VAULTRIM=789.79TP =784.0912" PVC E, W#6140WATER VALVE VAULTRIM=790.50TP =785.5018" PVC N, S12" STEEL W#6345WATER VALVE VAULTRIM=785.59TP =778.9912" PVC N, S#2141STORM MHRIM=813.42IE 12" RCP E=808.87IE 12" RCP W=808.77#2148STORM INLETRIM=813.09IE 12" RCP W=809.44#2054WATER VALVE VAULTRIM=814.17TP 18" STEEL E, W=807.82#5758STORM INLETRIM=794.00IE 12" CPP N=787.96IE 12" CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78#5908STORM INLETRIM=794.41IE 12" CPP N=791.51IE 10" RCP S=791.69#5940WATER VALVE VAULTRIM=794.83TP 12" PVC E, W=789.12#5939WATER VALVE VAULTRIM=794.91TP 12" PVC N, S=789.19#5736STORM INLETRIM=792.42UNABLE TO OPEN#5697STORM INLETRIM=792.26IE 12" CPP E=790.46#2055WATER VALVE VAULTRIM=813.66TP 18" STEEL N, S=807.66S. LINE OF SE 1/4 OF SEC. 23-45-8SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 "NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4 NS P H A S E 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A33123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 620'BSL10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150 . 0 0 ' 175 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5T COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER#20121SANITARY MHRIM=794.15IE 8" PVC N=788.05#20197STORM INLETRIM=792.46IE 12" RCP S=789.06#20110WATER VALVE VAULTRIM=793.44TP N, S=787.49#20203STORM INLETRIM=792.33IE 12" RCP N=789.63#20507STORM INLETRIM=784.52IE 12" RCP E=781.57IE 18" RCP N=781.47NO OTHER VISIBLE PIPES#20527STORM INLETRIM=784.57IE N, UNABLE TO MEAS.COULD NOT OPEN#20528STORM MHRIM=786.66IE 48" RCP W=776.11#20529STORM MHRIM=784.06IE 48" RCP W=776.31#20530STORM INLETRIM=781.24IE 12" CPP S=777.44#20531STORM MHRIM=783.32IE 48" RCP E=775.97C N, UNABLE TO MEAS.#20532STORM MHRIM=783.52E 48" RCP E=775.82UNABLE TO MEAS.E 12" PVC S=775.92#20533STORM MHRIM=784.058" RCP W=775.9012" PVC S=776.00#20534WATER VALVE VAULTRIM=781.00TP E, W=774.55#20535STORM INLETRIM=779.602" RCP N=777.50#20537STORM INLETRIM=779.66E 12" RCP N=777.21 12" RCP S=777.26#20743STORM INLETRIM=780.02RCP S, UNABLE TO MEAS.OTTOM OF DEBRIS=776.32PIPE PARTIALLY BLOCKED#20536SANITARY MHRIM=780.13IE 12" VCP N=769.73IE 12" VCP S=769.78IE 8" VCP E=769.83#20733STORM MHRIM=782.10IE 48" RCP E=776.45IE ? RCP W=776.40IE 12" RCP NW=776.50#20754STORM MHRIM=784.19IE 48" RCP W=776.79IE 4" CPP E=779.99#20877STORM MHRIM=782.02IE 10" RCP NE=775.67IE 12" RCP SE=775.67IE 12" RCP W=775.57IE 10" RCP NW=775.57#21164WATER VALVE VAULTRIM=806.65TP N, S=800.90#21281SANITARY MHRIM=806.68IE 8" PVC N, S=795.83#21244WATER VALVE VAULTRIM=801.47TP 12" DIP N, S=794.87#21765SANITARY MHRIM=788.03IE 8" PVC E=777.03#21768STORM MHRIM=782.96IE 24" RCP N=777.44IE 24" RCP S=777.46#21767STORM MHRIM=782.14IE 24" RCP N=777.54IE 24" RCP S=777.69IE 15" RCP E=777.74IE 10" RCP SW=778.04#21771SANITARY MHRIM=782.36IE 8" PVC E, W, S=771.76#21770STORM INLETRIM=781.22IE 10" RCP N=778.42#21769STORM INLETRIM=781.20IE 10" RCP E, S=778.40IE 15" RCP W, UNABLE TO MEAS.#21766STORM INLETRIM=781.48IE 10" RCP NE=778.53#22005WATER VALVE VAULTRIM=786.83TP E, W=781.48#21772WATER VALVE VAULTRIM=782.92TP N, S=776.22#21774STORM MHRIM=784.04IE 24" RCP N=778.89IE 24" RCP S=778.94IE 10" RCP E=779.09#21773SANITARY MHRIM=784.45IE 8" PVC N, S=770.15#21777STORM INLETRIM=782.85IE 10" RCP SE=780.15#21776STORM MHRIM=783.34IE 24" RCP N=778.44IE 10" RCP NE, SE,NW=779.59IE 15" RCP E=779.84BOTTOM=777.64#21775WATER VALVE VAULTRIM=784.49TP N, S=778.49#22172STORM INLETRIM=794.24IE 10" RCP N=792.0910' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134732" GAS PER ATLAS6" x -42 0.188" GAS PER ATLAS8"x -42 0 203"GAS PER ATLAS0.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R00134732.79 AC3.96 AC19.70 AC3.99 AC1.23 AC8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"S. LINE OF SE 1/4 OF SEC. 23-45-8SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E) (507.00')(N89°35'18"E)[N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4 NS P H A S E 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A33123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 6WATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCL DITCHEDGE OF TREESEDGE OF TREESEDGE OF TREESCHAIN LINK FENCEHIGH 1 STORYCONC. BLOCK &BRICKBUILDING20'BSL10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150 . 0 0 ' 175 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5T COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER10"6""6"8"12"8"8"6"6"6"7"6"4"10"8""4" x 48"6"8"12"14"22"12" x 312"4" x 310" x 416"10"12"8"8"10" x 24"18" x 218" x 222" x 48"792 . 2792 . 4 16" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 1010' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTNO ACCESSTO YARD ATTIME OFSURVEYWOOD FENCEWOODDECKWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCECONC. WALKBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTCONCRETECANOPYCONC. WALL PROPOSED DEVELOPMENT AREA = 20.60 ACRESTIME OF CONCENTRATIONEXISTING TRIBUTARY AREAEXHIBITMcHENRY - AUTHENTIXN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\Existing Trib Exhibit.dwg3/24/2021SCALE: 1"=160'0 160 320DATE: 03-23-21 812 . 5 6 8 1 2 .5 8 1 1 .8 8 1 3 .0 8 1 2 .6 8 0 8 .8 7 838 1 2 .4 8 1 3 .8 814 . 4 8 1 4 .4814 . 281 3 . 2813 . 1 69 813 . 6 8 13 .8 8 13 .3 8 13 .2 8 1 2 .8812 . 7 8 13 .1 8 1 3 .45813 . 3 0 8 14 .9813. 2 8 1 3 .3 814 . 1813 . 6 0813. 8 6388 8 1 3 .86 8 1 3 .85801 . 4 8 0 1 .1 8 00 .5 8 0 0.879 8 . 979 8 . 7 796 .9 7 98 .179 5 . 279 5 . 1 796 . 3 794 . 0794 . 0 4094 .17 9 4 .379 3 . 3 79 3 . 4 7 95 .2 797 . 2800 . 1 800 . 4 783. 6 7 8 2 .878 3 . 4 782 .0 779 . 6 7 76 .2 780 .2 782 .9782. 878 2 .2 7 8 2 .7 7 7 9 .977 7 . 1 7 7 8 .8781. 7 7 8 0 .3 7 8 2 .077 5 .4 774 . 677 3 . 8 7 7 4 .877 5 . 4 779 . 2 7 8 0 .8 779 .3 7 7 6 .4774. 577 2 .8774 . 1 7 74 .377 4 . 1773 . 2773 . 6 774 . 177 2 . 6 771 . 7774. 0 7 70 .5770 . 9 7 71 .3 7 7 3 .2 774 .3 7 7 2 .677 4 . 8 7 7 7 .6 7 78 .2 774 . 2 775 . 2 7 76 .2777 . 3 778 . 5780. 9779 . 9 780 . 4 779 .0780 . 3 7 81 .4 7 80 .6 7 78 .2 7 7 7 .277 6 . 3 775 . 4 7 7 4 .3 7 7 3 .877 4 . 8776 . 0 7 77 .6778. 5780 . 2 7 7 9 .6 7 7 8 .5 779 .778 3 . 1782. 8 7 8 2 .4 7 81 .3 7 7 9 .977 8 . 2 777 . 3 7 74 .4 7 7 2 .4 774 . 1 7 8 1 .4 7 8 2 .0 781 .2778 . 4778.0 7 78 .3 7 81 .8784. 278 3 .8 7 8 2 .6 7 80 .0 7 79 .5 779 . 5780 . 2 781 . 8782 . 2 7 8 1 .8780 . 1 781 . 0 7 81 .7 7 81 .5780. 4 7 80 .6 7 81 .2 7 83 .5 785 .3 7 8 5 .178 3 . 4 7 82 .5 784 . 0 785 . 378 7 .578 6 . 59 7 8 7 .9 787 . 778 8 . 7 7 86 .5 786 . 1 7 8 4 .91 785 . 7 7 8 4 .878 3 . 7 7 8 5 .0782 . 0 781 . 6 782 . 2 7 8 2 .0773 . 6 77 3 .5773.1 7 72 .8 7 72 .6773 . 4 7 7 4 .2 7 7 5 .2 7 76 .577 8 .0779. 4 7 7 9 .3 7 77 .8 9778 . 6 7 7 6 .8 7 7 7 .1779 . 0781 . 6 7 80 .6777.8 7 77 .3 7 77 .1 778 . 3 7 8 1 .8 783 . 079 6 . 3798 . 2 8 0 3 .3 8 0 1 .8 7 9 6 .2 806 . 7 804 .9 8 0 6 .4 807 . 3 808 . 2807 . 2801 . 0 807 . 5 806 . 6 8 07 .2 8 0 5 .9806 . 2 806 . 2 8 05 .2 802 . 3 799 .0 7 96 .479 6 . 3 7 99 .280 2 . 6 8 0 4 .2 8 03 .2 801 . 0 7 9 8 .0 7 9 6 .079 5 .9 7 9 8 .2 8 0 0 .6801. 4 79 8 . 6798. 2 799 . 179 6 .9 7 9 6 .5795. 179 6 .8796 . 8 7 9 2 .8 7 88 .7783 . 0779. 977 8 .1778 . 2779. 4783 . 9789 . 3 791 . 9 7 91 .9788. 6 7 82 .5779 . 1 7 78 .2 778 . 1 779 .4 7 8 6 .179 0 . 0792. 0 791. 978 9 .6783. 4779. 6778. 1 7 78 .3 780 . 378 5 .4 789 . 2 7 88 .3 785 . 578 0 . 5 7 78 .3 778 . 4 779 . 5783 . 9786. 8 785. 578 3 .7 7 8 0 .2778 . 2778 . 277 9 . 8 7 8 3 .0785. 1785 . 3783. 5780 . 2778 . 4 7 78 .37 8 0 .0787786. 1 7 82 .97 7 9 .17 78 .37 78 .2 7 80 .8 7 85 .4786 . 7 7 8 3 .9 7 8 0 .0778 . 0778 . 2 7 8 1 .3 7 8 4 .9 7 8 7 .678 8 . 3784 . 5 7 80 .0 7 7 8 .1778. 3780. 3 7 85 .8 7 8 9 .0 7 8 9 .1 7 84 .4780 . 3 778 .2 7 7 8 .3781 . 3786.0 788 . 7 789 . 7 785 . 7780. 6778. 0778. 1 7 79 .978 7 . 0 791 . 379 1 . 6786. 8 780 . 3 778 . 377 8 .278 0 . 4 7 8 5 .179 2 .3793. 179 0 . 778 6 . 2 7 8 1 .5 7 79 .5 7 7 8 .3778. 278 0 . 3 7 8 2 .8 7 86 .0789. 8 794 . 4 793 . 9791 . 3 7 8 7 .5 781 .9 7 78 .2 7 80 .5 7 83 .7789 . 1 7 9 3 .8 794 . 1 7 9 0 .1 785 . 7784. 6780. 8 781 . 0 7 78 .377 8 . 1 780 . 1 7 8 3 .9 7 9 0 .3793 . 1793. 978 9 .7 7 86 .779 4 .7 7 93 .3 7 92 .4 7 9 2 .1 7 91 .8 7 9 1 .6 790 . 3 7 8 8 .6786 . 4 7 8 3 .9 7 8 2 .5783 . 3 7 8 2 .5783 . 3784 . 4 7 8 4 .3 783 . 6784 . 60 785 . 4785 . 278 6 . 3 786 . 5 785 . 3 7 8 6 .8787 . 5 7 88 .0789 . 3 7 9 0 .8792 . 1791 . 5791.4790 . 8 790 . 2791 . 1 7 9 1 .4 7 89 .878 9 .8788 . 9788 . 4 7 8 8 .8 788 . 8791 . 4 7 92 .2 792 . 5 7 93 .6 7 9 4 .479 6 . 0800 . 3 7 9 9 .9800. 8 7 99 .279 8 . 6 7 9 8 .5 799 . 3 8 0 0 .2798 . 0 7 98 .279 8 . 5798 . 3 7 9 7 .8 7 9 8 .5 8 0 2 .0801 . 8 8 01 .680 1 .0798 . 6799 . 5 8 0 0 .4 8 01 .7 8 0 3 .680 3 . 9804. 5 804 . 6 803 . 0 801 .9802. 3 8 01 .380 0 . 1 8 0 1 .3800. 6800 . 8 8 02 .0 7 99 .8 8 02 .4 799 . 3801 . 2 799 . 7 7 99 .6 799 . 3 7 98 .8797. 2795 . 879 4 . 4 79 5 .6796 . 3 7 99 .0 8 00 .6801. 2 8 0 0 .2799 . 1 7 97 .8799.2799 . 9 8 0 0 .8802. 9 801 . 1 804. 1 8 02 .280 1 .4800 . 5 7 9 7 .479 9 .2 801 . 6 8 02 .4 8 0 2 .980 3 .2 799 . 5800 . 1 8 01 .480 1 . 0 8 0 1 .7801 . 5802 . 680 2 .3803 . 5803. 580 4 . 0 8 03 .8 8 0 2 .3 8 03 .1802 . 2 7 9 9 .579 9 . 780 1 . 0 803 . 680 4 . 4805 . 080 5 .3 8 0 6 .3805 . 0 805 . 1 805 . 9807. 0 806 . 7 807 . 1 8 0 8 .0 8 0 7 .9 8 11 .4808. 0807 . 0 8 0 6 .6806. 5 8 0 7 .4 808 . 8 809 . 1 8 09 .780 8 .8806 . 580 9 . 380 6 . 9 805 . 9 8 0 5 .2806 . 2804 . 8 803 . 0 799 .3798. 2 8 01 .2802 . 2 8 05 .0803 . 7 8 0 4 .1809 . 7810 . 0810. 1810 . 9 811 . 1 810 . 6 810 . 681 0 .1 8 11 .981 1 . 1810 . 780 9 .9808. 8 8 0 6 .9805. 2801 . 7 80 0 .5 8 0 2 .5803. 7 8 0 2 .5 8 05 .4 8 03 .1803. 8807.780 3 . 7806 . 6810 . 1 8 03 .9806. 1 8 0 3 .0 807 . 2802. 480 5 .680 3 . 0805. 7 8 0 4 .1 806 . 3 8 07 .380 3 . 8 80 3 . 7 8 07 .281 0 .8810. 281 0 . 1 8 10 .4 808 . 5 8 07 .2 8 0 7 .6 8 06 .5 806 . 0806. 5806 . 1 806 . 4 8 0 5 .8 806 .3806 . 1 8 0 6 .3806. 7 8 0 6 .1 807 .5 8 06 .1806 . 3 806 .380 7 .580 7 . 6 8 07 .6805 . 9 8 07 .8806. 5 8 05 .8 806 . 3 8 0 9 .6 8 0 7 .4 810 .2 8 0 6 .1807. 0809 . 6 8 11 .481 1 .6 810 . 9 811 . 381 1 . 381 2 . 8 810 . 981 0 . 9 811 . 3 8 11 .881 1 . 0810. 4 810 . 9 8 1 2 .6 8 10 .5810 . 6 811 . 6812. 581 2 . 9 8 1 2 .381 2 . 0811. 581 1 . 5 8 11 .0 810 . 9811. 1811 . 5811 . 2808. 9808. 4809. 4810 . 3810 . 180 9 . 3807. 5807 . 1 8 1 0 .1 809 . 4807. 0 8 0 6 .6 8 06 .8 8 06 .2806. 380 6 . 3 8 06 .8 8 0 6 .2 806 . 6 8 06 .8 8 09 .580 6 . 9 8 0 6 .680 6 . 080 6 .5810. 180 9 . 0 806 .8 8 0 9 .4 8 0 7 .0807. 1807 . 2807. 2 8 0 6 .380 6 . 2 806 . 2 808 . 2 8 11 .4811. 4 8 1 2 .481 3 . 0 811 . 1 8 12 .1 8 11 .5810. 2 809 . 7810. 0 808 . 8 8 0 8 .7802. 1 803 .6 8 0 4 .5 8 08 .1810 . 2 808 . 8 804. 7807. 580 8 . 8808. 9810 . 2 8 0 9 .1 8 07 .5806 . 0 807 . 0 8 0 6 .9 806 . 881 0 . 8805. 0 805 . 3 8 0 5 .3 8 0 5 .8805 . 3805. 7 8 0 6 .280 5 . 2 807 . 0 8 06 .2 8 0 5 .980 5 .3 8 0 7 .780 6 . 780 7 . 5795 . 69 7 9 5 .6779 5 . 77 795 . 7 679 3 . 33 7 9 3 .31 7 9 3 .34792 . 6 0 7 9 2 .46792 . 39792 . 9779 2 . 99797.11FFE796.80FFE796 . 2 1 796 .2 8796. 3 1 796 . 8 2 7 96 .8 5 796 . 4 9 795 . 9 279 5 .9079 5 . 89 796 . 8 1 7 9 6 .18 796 . 1 2 7 96 .8 2 7 96 .8 5 G796 . 82 7 9 6 .2479 3 .74R 7 92 .4 278 9 . 06 7 9 6 .74796. 7 2 796 .7 7 7 96 .3 1796 . 2 6 7 9 6 .37R 794 .0 0 795 . 2 7794 . 71 795 . 2 179 4 . 67794 . 6 0 7 95 .13 7 95 .0 7 7 9 4 .54 7 94 .9 4 7 9 4 .47 7 9 4 .93795 . 4 2 7 95 .15 7 95 .2 4 PPM MONITOR795 . 7 7795 . 7 9 7 9 5 .27795. 5 8 795 . 1 5 7 9 5 .42 794 . 9 4 7 95 .04 7 9 4 .98 795 . 2 8 7 94 .8 279 4 . 50 7 94 .4979 5 .90 7 9 5 .86 795 . 8 479 5 .76 7 95 .6 2 7 95 .0 5 795 . 1 7 7 9 5 .5779 5 . 879 6 .00796.81FFE79 6 . 72796. 1 6 7 95 .6 9 795 .1 879 4 . 7679 5 . 69795. 9 7 7 9 5 .40795 . 1 6 7 95 .2 2 7 9 5 .63 7 9 5 .15 7 9 4 .92 7 9 5 .42 7 9 5 .1779 5 .22 7 9 4 .72794 . 9 079 5 . 12795. 0 9 795 . 5 1 795. 9 179 5 .92 7 9 5 .63 794 . 8 7795 . 3 4R 7 9 4 .41 794 . 4 179 4 .85795. 0 7 7 9 4 .6279 5 . 41795. 1 1 79 5 . 86 7 95 .4 2 795. 2 8 795 . 7 0 794 . 9 1794 . 83 7 9 5 .1979 5 .15794 . 6 9796 . 6 7 95 .2 5 810 . 0 8 0 9 .2 8 0 6 .6 8 02 .579 8 . 7 7 95 .9 795 . 4 796 .479 9 . 9803 . 380 6 . 7807. 7 8 09 .7 8 10 .5 8 1 0 .6 8 0 9 .5 8 08 .7 8 06 .280 2 .479 9 .1 7 96 .6 7 95 .9796. 2796 . 7 797 . 7 800 .1 802 . 4 805 . 6 809 . 0809 . 9 810 . 381 1 . 0809.980 8 . 3804. 5801. 2 7 98 .1796 . 4796 . 3 7 96 .0 7 9 6 .179 7 .6 7 99 .980 1 .980 4 .6 8 07 .1 808 . 7809 . 680 7 . 280 6 .7 8 06 .0 8 03 .680 0 .4797. 3 7 9 5 .5795. 3794 . 5 797 . 1799. 7 8 02 .2 8 04 .1 8 04 .280 4 . 5 8 0 2 .3 8 0 2 .0 802 .0 799 . 8795. 7 7 9 3 .1 790 .8 791 . 4793 . 6797. 1 7 9 9 .4 7 9 9 .280 0 . 2 7 99 .9789. 7 7 9 3 .0796 . 979 8 . 9 799 . 479 9 .2 799 . 3799. 7 7 9 9 .5 7 87 .7789 . 2789 . 5 7 8 6 .8 7 84 .578 4 . 2 786 .8 787 . 4 786 . 8785 . 4 783 .9786 . 1 786 . 978 8 . 2 7 8 9 .779 1 . 4 7 9 3 .4 795 . 7 7 9 7 .7 795 . 5 7 9 3 .8790 . 5786 . 8 784 . 7 7 84 .5 7 8 5 .0788 . 1 7 9 2 .0795 . 4797. 8 799 . 379 9 .5 7 9 9 .679 9 .880 0 .380 0 . 0 7 99 .6 798 . 6794 . 6790 . 6 7 86 .4 7 8 5 .4 786 . 2 7 8 4 .2790 . 3 7 9 3 .0795 . 6798 . 2 7 99 .7800 . 180 0 . 5 8 00 .4 8 01 .0 8 02 .1 8 0 1 .6 8 01 .180 0 . 980 0 .979 9 . 6798. 2 7 95 .5792. 678 9 . 3 7 8 9 .079 3 . 6797. 8 799 . 7 7 99 .579 7 . 179 8 . 979 9 . 9 7 9 9 .5796 . 7 7 9 2 .8 788 .578 9 .8 791 . 8794 . 1796. 3 796. 4796 . 679 6 . 9 793 . 2 7 9 1 .2 7 8 7 .3785. 4786. 3 7 8 5 .0 7 8 4 .778 4 . 2784 . 0 7 8 3 .3783 . 4783 . 7 789. 9 7 92 .9 800 . 1800. 5 8 01 .0 801 . 3 8 01 .580 1 . 8 8 0 2 .1 8 0 2 .8801 . 8 801 . 380 0 .7800. 980 0 .5800 . 2 7 9 9 .1798. 4797 . 7 798 . 4799.3797. 7796 . 3 7 96 .0 794 .6 7 94 .1 7 9 4 .1 7 90 .9790 . 7 791 . 9792. 3 7 9 2 .7793. 5 7 8 8 .978 9 .279 0 . 1 7 92 .5 7 94 .6789 . 3787 . 2 7 8 3 .7 7 8 5 .2795 . 8 7 9 9 .279 9 . 4 7 98 .4 796 . 0 7 98 .1 8 0 0 .0800 . 6 800 . 680 0 .7 8 0 0 .9 801 . 7 8 01 .1 800 . 8 8 00 .2 8 0 0 .0 799 .8799. 2 799 . 1798 . 679 8 .1 7 98 .2 798 . 0 797 .1 7 96 .1 795 . 7 7 95 .1 7 94 .679 4 .1 7 9 2 .5793 . 0793 . 4793 . 979 5 .0796 . 0 7 97 .1797 . 2797. 7797. 5797. 7 7 9 8 .1 7 9 8 .2 7 9 8 .1798 . 3 7 9 8 .0 7 94 .5 7 94 .3 7 9 4 .7 7 94 .8794. 5794. 9795 . 1 793 . 0786. 6784 . 2780. 7 781 . 5783. 7 7 83 .7782 . 6 7 86 .378 6 .8786 . 0 7 82 .6 7 82 .3782 . 1782. 1 7 8 1 .5780. 5 77 9 . 578 3 .6785. 8 7 8 9 .9 790 .6 791 . 0791 . 3792. 2792 . 1 79 1 .9 792 . 0 789 . 6 7 89 .5 7 8 9 .678 9 . 6789 . 3788. 978 9 . 3 788 . 7 788 . 0787. 4787. 5 7 8 4 .4784 . 5 7 8 4 .9 786 . 5 7 87 .6 7 8 7 .9 7 80 .8 7 7 9 .578 0 .3 779 . 8 7 7 7 .3777 . 3 776 . 7 7 7 6 .8777 . 4 7 7 8 .2 782 . 0781 . 677 7 . 7777 . 9 7 7 6 .9 7 76 .6 7 7 6 .5 7 7 7 .0 777 . 7 778 . 3 798. 2 7 9 7 .7796 . 8796. 079 5 . 979 5 .1794 . 4 794 . 1 7 93 .2793 . 7794. 6 794 . 9 7 95 .4 795 . 979 6 .5 7 9 9 .2 7 99 .3799 . 579 9 . 479 9 . 8 7 99 .7 799 .8799. 9 800 .0 8 0 0 .2 8 00 .9 8 0 0 .8800. 2800 . 180 0 .3 7 9 8 .680 2 . 9 8 0 2 .5803 . 1804. 280 3 . 2796 . 2 195 9 7 9 9 .3 8 0 3 .2805 . 0 805 . 8 8 0 5 .5 8 08 .1 8 07 .480 7 . 580 7 . 680 6 . 4 8 0 2 .7 8 0 0 .9 798 . 65 9 0 0 . 980 5 .1807. 3809. 081 0 .081 0 .281 0 .2809. 7 8 09 .8 8 09 .781 0 . 3 80 8 . 2 807 . 7 80 6 .0805. 580 5 . 8 805 . 8805 . 5 8 0 6 .0806. 3806. 1805 . 7 8 03 .7802 . 8 8 0 1 .6799. 4 79 7 .9798. 3 803 . 4 7 9 9 .2 802 . 7802. 4801 . 579 8 . 979 9 . 2 798 . 1798. 6 7 9 8 .2 7 98 .5798. 9799 . 5 7 9 9 .7 801 . 3801. 1 80 7 . 4 807 .280 7 . 1 8 0 7 .2 807 . 2 806. 9 8 06 .2805 . 8 80 5 .180 4 . 6 804 . 1 8 03 .2802 . 2 801 . 1 8 00 .5 8 0 0 .1799 . 3798 . 7798 . 7 7 9 9 .1799 . 1 7 9 8 .7 798 . 2 797 .2 7 9 6 .6 7 9 6 .0 7 9 5 .2 794 .779 4 . 0 7 93 .4 7 9 3 .0 7 9 2 .8 7 92 .5 792 . 3792. 1 791 . 5 791 . 0790. 3 789 . 2 7 8 8 .3 7 8 7 .5786. 6 786 . 2 7 85 .5 784 . 6783. 8 782 .878 2 7 7 8 . 778 . 3 778 . 6 7 7 8 .9 7 7 9 .6779 . 7 780 . 1 7 80 .7781. 3 7 81 .5 7 82 .0 782 . 6 783 . 0 7 8 3 .878 4 .5 7 85 .0 785 . 7 7 86 .0786.5787. 5 7 8 8 .6 7 8 8 .5788. 7 789 .0789 . 2 7 89 .2789. 3 7 8 9 .3789 . 4 7 89 .3 7 89 .3 7 8 9 .8 789 .9 7 8 9 .9 790 . 2 790 . 6 7 9 0 .4 790 . 7 790 . 8 790 . 9 7 9 1 .0 7 9 1 .1 791 .4 791 . 6 792 . 0 792 . 279 2 .4 7 92 .679 2 . 7793 . 2 7 9 2 .8793 . 1792 . 8 7 9 3 .379 3 . 0 7 93 .479 4 .2 7 9 4 .9 7 95 .879 6 . 8 7 9 8 .0 7 99 .2800 . 5 801 .380 1 .8 8 0 2 .480 3 . 2 8 03 .980 4 . 6 8 05 .6806 . 7807 . 6 808 . 9 810 . 0 8 1 0 .9 8 1 1 .6 811 . 9 8 11 .7812. 0 8 1 2 .3 8 12 .4812 . 7 8 1 2 .8 812 .7 812 . 6812 . 5 812 . 4 812 . 4 8 1 2 .581 2 . 7 8 12 .8812. 6 8 12 .3 8 1 1 .8 8 1 1 .1 810 . 2808 . 8 807 . 3 8 0 6 .280 5 . 2 804 .2 8 03 .180 2 .2801. 4 801 . 2 8 0 1 .2 8 02 .1803. 0 803. 8 804.8805. 8 806 . 8 808 . 0 809 .3 8 1 0 .9 8 1 1 .8812 . 4 813 . 0 813 . 1 8 13 .0 8 12 .9 8 12 .6 8 1 2 .5812 . 3 8 1 2 .3812 . 2 8 1 2 .2 8 12 .1811.981 1 . 8 811 . 5 811 . 3 8 1 1 .3 8 1 1 .3811 . 2 8 10 .9810. 1 809. 2 808. 0 806. 6 80 5 . 6 804 . 7 804 . 1 8 0 3 .2802 . 4 801 . 7 8 0 1 .0 8 0 0 .3 7 99 .079 7 .8 7 97 .0 7 9 6 .3 795 . 6 7 9 4 .6794 . 3 793. 6 7 9 3 .6793 . 6 794 . 1 7 94 .4795. 2795 . 8 7 96 .4 7 97 .2 7 98 .2799. 4800. 2 8 0 0 .6 8 01 .1 8 0 1 .8802 . 6803 . 6 804 . 7 805 .7 8 0 6 .9808. 180 8 .9809.1809. 2 8 09 .3 8 0 9 .6809 . 9 810 .4 8 10 .7 8 11 .2 8 11 .6811. 8812. 1 8 12 .281 2 . 581 2 . 6 8 1 2 .8 813 . 0 8 1 3 .3 8 1 3 .4 8 1 3 .381 2 . 9812. 0 8 10 .7 809 . 3 8 0 8 .1 8 0 7 .080 5 . 8804 . 9804. 0 8 02 .880 3 .0 8 0 3 .4 8 0 4 .5 8 0 5 .8 806 .9 808 . 1 80 9 . 3 8 10 . 6 8 1 1 .981 2 .6813. 1 81 3 .1812. 9 81 2 . 5 812. 3 8 1 2 .1 811 . 6 811 . 4 811 . 2 811 . 2 8 11 .1 8 10 .9810 . 5 810. 0 80 9 . 5 80 8 . 9 80 8 . 4 807 . 9 807 . 4 806 . 8 8 0 6 .4 806 .2 8 0 5 .7804. 9 8 04 .0 8 0 3 .1 8 0 2 .3 801 . 7 8 0 1 .1800 . 5 80 0 . 2 799. 8 7 9 8 .5 797 . 7 7 9 7 .0 796 .4 7 95 .879 5 .2 7 94 .579 3 . 7 7 9 2 .9 7 92 .5 7 9 2 .479 3 . 179 4 .1 7 94 .9795 . 9 7 9 6 .6797 . 3 798 . 0798. 8 7 99 .7800 . 3800 . 8 801 .3801 . 9 8 0 2 .5 8 0 3 .2 8 0 3 .7 804 . 3 804 . 9805 . 4806 . 0806 . 6 8 0 7 .3 8 0 7 .8808 . 5 8 0 9 .0809 . 6 8 1 0 .281 0 .681 0 . 8 811 . 0811 . 4811 . 6 8 1 1 .9 8 12 .0 8 12 .2 8 12 .5 8 12 .6 8 12 .6813. 0812. 9812. 3 8 10 .8809. 6808. 280 6 . 8 8 05 .580 4 .5803 . 280 2 . 380 1 . 9801. 7 802 . 5 803 . 8 8 0 5 .280 6 . 3 807 . 7 809 . 4 811 . 0 81 2 . 3 8 1 3 .1813 . 6 813 . 4 8 1 3 .1 8 1 2 .9 8 1 2 .881 2 . 6 8 12 .5 812 . 4812 . 2 811 . 9 811 . 6 8 1 1 .5 8 11 .3 811 . 1 810 . 9 810 . 5 8 1 0 .1 809 .6 8 0 9 .2 8 08 .680 7 . 8 806. 8 8 06 .280 5 .580 4 .9804. 5 803. 8 8 03 .0 8 02 .4801 . 4 8 0 0 .6 799 . 9 7 9 8 .9 798 . 0 7 9 7 .179 6 . 2 79 5 . 1 7 94 .1793 . 1 792 . 4 791 . 9 791 . 8 792 . 4 7 93 .1793. 8794 . 7 7 95 .7796 . 5 797 . 5 7 9 8 .9 800 . 1801. 3 8 02 .5803. 680 4 . 4 805 . 480 6 . 380 7 . 0 8 07 .8809. 0 810 . 0810 . 6810 . 9 8 1 0 .9810. 9 8 10 .9 8 10 .7810. 8811 . 0 8 1 1 .1811 . 2 8 1 1 .4 811 . 681 1 . 6 811 . 7 811 . 9812 . 2 8 1 2 .3 812 .4 812 . 5 812 .681 2 . 581 2 . 0811. 4 8 10 .4 8 08 .9 807 . 5 806 . 1 8 04 .8 8 03 .5 8 02 .3801. 4 8 0 0 .4 8 00 .0 799 . 8 8 00 .2 8 01 .3 8 0 2 .7 8 03 .880 4 . 9 806 . 0 807 . 4 808 . 6 809. 6 8 10 .4 8 10 .9811. 0 81 1 . 1 8 1 1 .0 8 10 .8 8 10 .781 0 .481 0 . 2 8 10 .080 9 . 7 80 9 . 6 8 0 9 .7 8 0 9 .6 8 0 9 .6809 . 8 810 . 0 810 . 2 810 . 2 810. 2 81 0 .4 8 10 .5 8 1 0 .7 8 10 .7 810 . 0 809 . 0 8 0 7 .9806 . 4 805 . 2 803 . 9 802. 7 8 01 .180 0 . 2 799 . 1797. 7 7 9 6 .5 795 . 6 794 . 5 7 93 .5 7 9 2 .679 1 .9791. 479 1 . 1 790 . 9791 . 0791 . 679 2 .1 7 92 .8793 . 8 7 9 4 .7 7 9 5 .6 796 . 8 798 . 1 799 . 4 800 .4 8 0 1 .6 803 . 080 4 . 580 5 . 9 8 07 .2 8 08 .5 809 . 2 8 09 .580 9 .4 8 09 .480 9 . 5809. 480 9 . 7 8 09 .4809. 0808 . 880 7 .9 807 . 1806. 8 8 07 .0 807 . 4 807 . 7 8 08 .1 8 0 8 .2808. 0 807. 8 8 07 .8807 . 9 807 . 1 8 0 6 .0 8 0 4 .7 8 03 .5 8 01 .9 8 00 .6 7 99 .4798 . 1 796 . 8 7 95 .5 7 9 4 .5 7 93 .5792. 7 79 2 . 0 7 91 .4790. 9 7 9 0 .5 790 . 5 7 90 .6 791 . 0791 . 5792. 079 2 .779 3 .6 7 9 4 .6795 . 6796 . 879 7 . 9 7 99 .080 0 . 1 801 . 3 802 . 4 8 03 .480 4 .2804. 6804 . 7804. 6 8 0 3 .9 8 0 2 .7 8 0 2 .0801. 1 80 0 .2 7 99 .379 8 . 2 7 97 .179 5 . 8 79 4 . 6 79 3 . 7 792 . 8 79 1 .9 7 9 1 .3 7 9 1 .0 7 9 0 .6 790 . 0 789 . 7 7 8 9 .7790 . 4 7 90 .8791. 3791. 9 7 92 .6793 . 479 4 .579 5 .679 6 .6797. 5 7 98 .779 9 .6 8 0 0 .6 8 00 .5 8 0 0 .3 800 . 0 7 9 8 .9 7 9 7 .8 797 . 0 7 9 6 .1 795 . 4 79 4 . 7 7 9 3 .8 793 . 0 79 2 .5 7 9 1 .7 7 9 1 .0 7 9 0 .3 7 89 .7789. 979 0 . 0 790 . 279 0 . 4790 . 5 7 9 0 .8 791 . 1 7 9 1 .1791. 4791. 5 7 91 .7 791 . 8 792 . 0792 . 2 792 . 4 7 9 2 .8 7 93 .1 7 93 .5793. 979 4 . 0 794 . 3 794 . 3 7 94 .2794 . 3 7 94 .6795 . 3796. 4 797 .079 7 .5 797 .6797. 7 798 . 2798 . 1 7 98 .3 7 98 .6 7 98 .5 798 . 2 798 . 0 7 9 7 .9 797 . 9797 . 6 7 97 .479 7 . 2797 . 0 796 . 479 6 .2 796 . 0796 . 1 7 9 5 .4 7 9 5 .0 7 9 4 .779 4 . 679 4 . 5 7 94 .0 793 .4 7 9 2 .879 2 .0791. 4 790. 7 790 . 1789. 8 789 .6789 . 4 789 . 9 7 9 0 .479 1 . 0 7 9 1 .779 2 . 4 7 93 .1793 . 9794. 4795. 0795 . 6796 . 2 796 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.4789 . 7789 . 879 0 . 0790. 2 7 9 0 .7791. 2791. 7792. 4792. 8792. 6 7 92 .4 7 91 .8791 . 1 7 9 0 .5789 . 778 9 . 8 7 9 0 .5791 . 3 7 91 .879 1 . 2 790 . 4 789 . 8 789 . 5 789 . 2 7 89 .178 8 .9 7 88 .8 7 88 .8788 . 6 788 . 1 787 . 3 7 86 .3 7 8 5 .3 7 8 4 .0 7 82 .8782. 0 7 81 .2780 . 7 7 8 0 .578 1 . 0 7 82 .0 782 .9784 . 2 7 8 5 .1 7 86 .2 786 .8787 . 1 7 8 6 .9 7 8 7 .178 7 . 378 7 .3787 . 7788 . 2 7 8 9 .7 789 . 9 7 89 .3788. 578 7 .9 7 8 7 .7 7 8 7 .3 7 8 6 .7 7 85 .9785 . 1 7 85 .4785. 3 785 . 2 7 8 5 .3 7 85 .6 7 86 .3 7 86 .478 5 .8785. 3 7 8 5 .0 7 8 4 .7 784 . 5 7 8 4 .6 784 . 8 784 . 8 7 8 4 .3 783 .5782 . 6 7 8 1 .7781 . 4 7 78 78782 7 83.783 . 5783 . 5 78 3. 3 783 . 278 3 . 3 7 83 .5783. 6 7 83 .67 8 3 .0787 83. 784 . 1784 . 978 5 . 4786 . 1 7 8 6 .9787. 7 7 88 .5 7 89 .4 790 . 4 791 . 3792 . 0 7 9 2 .7 793 . 3 7 93 .7794. 2 7 94 .9795 . 6 7 9 6 .379 6 .8 7 9 7 .179 7 .2797 . 5797 . 5797 . 3 797 . 3797 . 4798. 0 7 9 8 .3 7 9 8 .6 7 9 9 .0799. 4799 . 8 8 00 .2 8 0 0 .3 800 . 480 0 .8 801 . 2 8 01 .1801 . 2801 . 3 8 0 1 .3801 . 5 8 0 1 .380 0 . 8800 . 7800 . 5 800 . 3800. 4800 . 2 800 . 2 8 00 .3 8 0 0 .6 801 .4 8 02 .1802 . 9 803 . 5 8 0 3 .4 803 . 2 802 .9802. 6 803 . 1 803 . 8804 . 4805 . 2 8 0 5 .4 8 0 6 .1 806 . 9 8 0 7 .380 7 .9 8 08 .9 809 . 7809. 2 808 . 3 8 0 7 .0806 . 0 805 . 3 8 05 .680 6 . 2 807 . 0808 . 5 8 09 .9 8 1 0 .8 810 . 7 810 . 5 80 9 .5 8 0 8 .2807. 080 6 .0 805 . 280 4 . 5 8 03 .9804. 5 8 0 5 .2805 . 6 8 0 6 .2807. 1807 . 9 808 .7 809 . 6810 . 281 0 . 4 8 10 .4810. 3810. 7810. 7 8 1 1 .2 811 . 3 811 . 7 8 1 2 .2 812 . 481 2 . 7 8 1 2 .881 2 .6 812 .1 8 11 .8 8 1 1 .7 811 .4811 . 881 2 . 2812. 0 8 11 .8 811 . 6 811 . 1810. 9 810 . 681 0 . 4810. 281 0 . 080 9 .8 8 09 .6809. 5 808 . 3 807 . 7 8 0 7 .280 6 . 3 8 06 .1 8 0 6 .0 8 0 6 .0 806 . 480 3 . 4 7 98 .281 0 .7810 . 8 8 1 0 .9 8 1 1 .1811. 2 811 . 4 811 . 7 811 . 7 8 11 .8811. 9812. 1811. 8811. 3810 . 7 809 . 5808 . 0806 . 4805 . 1803 . 8802. 7 801 . 6800. 679 9 . 9 7 99 .5 8 0 0 .3 8 01 .3802. 2 80 3 . 5 804 . 7 8 0 5 .2 8 0 6 .4 8 07 .6808. 6 8 09 .5 8 10 .2 810 . 7 8 1 0 .8 810 .7 8 10 .5 8 10 .4 8 10 .4 8 10 .4 8 1 0 .1 808 . 7 8 0 8 .280 8 . 1 80 7 . 8 8 0 7 .5 8 07 .4807. 080 7 . 0 806 . 980 7 .3 807 . 1 807 . 1 806. 6 805 . 9 805 . 3 8 04 .9803. 0 801 . 680 0 . 9 8 00 .4 7 9 9 .2 798 .3 7 9 7 .5796. 6 7 95 .8794. 8 7 9 3 .9 7 9 3 .3 792 .4791. 8 7 91 .2790. 7 79 0 . 1789 . 8789. 7 789 . 9 7 89 .8 789 .5 7 89 .3 7 89 .0 789 .4789 . 9 7 9 0 .6 7 9 1 .3 7 9 2 .1792 . 8793. 2793. 879 4 . 4795 . 1 7 9 5 .9796 . 8 797 . 379 7 . 8 797 . 8 7 97 .4796 . 879 6 . 1 796 .7 7 97 .279 7 . 2 79 6 .9796. 5 795 . 8 7 94 .8 7 9 3 .8 7 9 3 .1 7 9 2 .479 1 . 6 791 .1 7 9 0 .5 789 . 8 78 9 . 1 7 88 .1 787 . 678 6 . 9787 . 5 7 8 8 .1 789 . 0789 . 5 7 90 .3 7 9 1 .0 7 9 1 .979 3 . 0793. 879 4 .879 5 .3795. 9796. 2796.4 7 96 .279 5 . 4 7 9 4 .6 7 9 3 .8 7 9 3 .279 3 . 5 7 9 4 .0 794 . 2 794 . 2 793 . 8 7 93 .4 7 93 .1 7 92 .7 7 92 .1 791 . 3 7 9 0 .5 7 8 9 .8 7 8 9 .1 788 . 1 787 . 3 786 . 6 785 . 8 784 . 9 7 8 4 .1 7 8 4 .5 7 8 5 .3 7 8 6 .1 787 . 3 7 88 .1 788 .7 789 . 1789. 0 7 88 .8 7 8 8 .6 788 .3788 . 078 8 . 2 7 89 .3 7 8 9 .0 7 87 .7 786 . 278 5 . 3 7 8 5 .0 7 84 .978 4 .0 7 8 3 .2782 7 783 . 8 784 . 2 7 84 .6784. 8 7 8 5 .378 5 . 8 7 8 6 .778 7 .5787. 4787 . 1 7 87 .2786 . 9787. 1787 . 5 7 8 7 .8788. 1 788 . 1 787 .7786. 9 786 . 1785 . 1 7 8 4 .1 783 . 7 7 83 .1782 . 2 7 82 .0782 . 4 782 . 778 3 . 4784 . 3785 . 2785. 9 7 8 6 .6 787 . 1787. 0786. 6786 . 2785 . 9 7 85 .8785 . 6 7 85 .4 785 . 478 4 .9 784 . 2 78 3. 4 7 7 8 3 .37 84 .1 785 . 178 6 .2787. 6 7 89 .2 7 8 9 .8 7 89 .6789. 4789 . 4 7 8 9 .6 7 8 9 .8789. 9790. 1790. 2790. 4 7 90 .5 7 90 .4 790 . 3 7 9 0 .4 790 .4790 . 7 7 9 0 .6 7 90 .7 7 90 .5790. 4 790 . 3 790 .3 790 . 3 790 . 579 0 . 5 7 90 .6790 . 5 7 9 0 .5 790 . 5 790 . 8 7 91 .1791. 379 1 . 4791. 479 1 . 7 792 . 0 7 9 2 .1792 . 3 7 9 2 .6 792 .6 7 9 3 .079 3 .279 3 .679 4 . 2 7 94 .4 7 9 4 .7794 . 7 7 94 .5 7 94 .479 4 .2 7 9 4 .3 794 . 0794 . 6795 . 5796 . 3 7 96 .8 7 97 .0796 . 6 7 9 6 .7796. 8797 . 1 7 9 7 .479 7 .779 7 . 8 7 97 .7797. 2796. 779 6 . 579 6 . 6 796 . 4 7 9 6 .4796 . 0795 . 7 795 . 3794 . 9794 . 9 7 9 4 .679 3 . 9 7 93 .479 3 .4793 . 2 793 .279 3 .379 3 .2 7 93 .0 7 9 3 .1 793 .8794 . 3794 . 9 7 95 .7 796 . 0 796 . 3796 . 8 7 97 .1797 . 679 7 .8 798 . 579 8 .8 799 . 1 799 . 1799. 1 7 99 .5 7 99 .8799. 9 8 00 .1800 . 2800. 180 0 . 2 7 9 9 .9799. 7799 . 7799 . 5 7 99 .2798. 9 7 98 .279 7 .4 7 96 .9 796 . 3796 . 9797. 6 7 9 8 .0798 . 279 8 . 9 8 00 .3800 . 7 800 . 7 8 01 .080 1 . 4 8 01 .580 2 . 2 802 . 2803 . 2 8 0 3 .9 8 0 4 .9805 . 4805 . 7 805 . 2 804 . 7 803 . 8 8 03 .6 803 . 780 3 . 3 8 0 3 .9804 . 4 805 . 0 805 . 9 806 . 7807 . 080 8 .2 8 0 9 .2 810 . 1809 . 8 808 . 580 6 .980 6 . 580 6 . 4 806 . 4 8 0 6 .6807. 1 8 07 .6 808 . 3 8 0 8 .8 8 09 .5809 . 9810. 7 811 . 381 2 .0 8 1 2 .1 812 . 0 812 . 2 8 12 .4812 . 5 8 1 2 .5 812 .6812. 581 2 . 4812 . 6812 . 5812 . 7 8 12 .781 2 . 9 8 1 3 .4813 . 4813.0 812 . 0811. 1809 . 6 8 0 8 .0 8 07 .0 8 0 6 .0 8 0 5 .4 804 . 7804 . 1 803 .7 8 03 .6 8 03 .4803 . 4 8 03 .1 802 .7802 . 680 2 . 7 803. 7 8 04 .780 5 . 8 8 06 .8808 . 080 9 . 0810. 2811 . 3 8 12 .2 8 1 2 .9 8 13 .0 8 13 .1812 . 6 8 12 .4 8 12 .4 812 . 5812. 5812 . 6 8 1 2 .1 811 .9 8 11 .5 811 .3810 . 6 8 1 0 .2 809 . 8 79 6 . 76 7 96 .77 7 96 .2796 . 79 7 96 .78 796 . 8 7796.84FFE79 5 . 85 EEEE7 95 .6 5794 . 6 9 7 9 5 .7579 5 . 51 795 .4 8795 . 41 7 94 .6 0794 . 6 0794 . 99 7 93 .7 8 7 9 4 .31794. 4 0 7 9 7 .50 7 9 4 .37 797 .4 6794 . 5 7 9 1 .48791. 4 6R 79 1 . 3 2795.44FFE791 . 4 7 7 91 .4 379 5 . 45 795 . 3 5 7 91 .5 7 9 5 .3079 5 . 38 79 5 . 43 7 95 .3 179 4 .92 7 95 .06794. 8 3807.54FFEE 7 9 4 .61 7 94 .7 2 793 . 6 8 E794.15FFEEE 7 93 .9 6794.16FFER 7 93 .55 7 9 3 .85793 . 5 879 3 .55 7 93 .9 0 E794.10FFE793 . 4 2 790 .5 0 7 92 .2 3 790. 5 3793 . 6 4793 . 5 9793 . 54 7 9 3 .62 GG79 3 . 52 E793.46FFE79 3 . 35792 . 74 7 9 2 .63 792 . 8 5 7 9 2 .87 7 9 2 .86 7 92 .0 3792 . 05792 . 0 679 2 . 04791 . 6 5 E R 7 89 .88791. 7 7791 . 9 8792.15FFE791 .9 879 2 . 0779 1 . 8279 1 . 77 790 . 7279 0 . 67 7 90 .7 0 7 90 .7 4 7 9 0 .1778 9 . 7978 9 .55 789 . 9 2790 . 0 6 790 . 8 0 7 9 0 .32790 . 2 7 7 9 0 .2079 0 . 26 79 0 . 38 7 8 9 .99790.7 6 7 9 0 .72790.85FFE7 9 0 .42 7 90 .7 5 7 9 1 .00 7 91 .1 2 78 8 .95 7 89 .4 2 7 9 0 .80 790 . 8 479 0 . 82 7 90 .7 8 GG 78 78 7 .59 799 . 1 9 7 8 7 .78 787 . 1 7 7 9 0 .62 7 8 5 .96 786 . 0 378 6 .06786 . 6 6 7 86 .8 0790.72FFE790.73FFE7 86 .7 1 78 5 .59PSD81 3 . 61 813 . 8 8 13 .281 2 . 581 2 .5813 . 6813 . 7 8 1 3 .5813 . 3 812 . 981 2 .6 8 1 3 .5 813 . 2812. 6 8 1 2 .6 E 8 14. 2 081 4 . 2 814 .5 4 8 1 4 .581 4 . 481 3 .8 8 13 .481 3 .0 814 . 0 8 1 3 .97 8 13 .9 6 8 14 .9 8 8 15 .12 8 1 4 .9981 4 . 91 8 14 .1 7 8 1 3 .6681 3 . 37 812 .7 8 813 .6813 . 3 8 1 3 .3R813. 0 6813. 0 0 811 .781 1 . 6 8 1 2 .95696815 169081 3 .89 8 14 .0 6 8 1 3 .36 813 . 1 081 3 . 0681 3 . 135247 78080 2339813. 4 2 813 . 5 7 8 13 .61813 . 1 6 8 13. 2 3R813. 0 9 8 1 3 .918 1 4 .07413815 . 18816.15TCF814. 9 8 14 .3813 . 1 812 . 3811 . 9 812 . 4 812 .481 4 .16 814 . 0 9 8 13 .5 481 3 .17815. 4 1815.5925232 2 8 02 .66803 . 0 709 7 85 .29 7 8 3 .59 8 4 033548 4 1840884 5 678 4 . 66 784. 2 3 4343684. 8 0 7 8 4.7 5 58 50648885 3 8785. 2 4 78 5 . 5185 7 653 1 543 4 35338 5 83785 . 6 0 5088 5 52786. 0 548585 4 3786 . 4 7 9 066259 793 . 9 6 79 6. 8 3 7 99. 7 3 8 0 0 .36 799 . 5 8789 . 80789 . 3 2 7 90 .7 3 7 9 0 .78 7 91 .7 7 7 9 2 .0179 2 . 74 794 . 4 1 794 . 7 4 79 6 . 69 797 .32 7 97 .7 8 798 .3 7798 . 3 6 798 . 4 7799 . 2 0 7 99 .2 4 7 99 .77TPTPTP795 .0 6795. 6 079 7 .13796. 7795 . 7 8 795 . 1 7795 . 4 9794 . 8 1 R 7 9 2 .59TPTPC.48S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 "NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4 NS P H A S E 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A33123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 6CL DITCHCL DITCH20'BSL10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.150 . 0 0 ' 175 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5T COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER795 . 9 4796.85TCF796 . 56 796 . 4 8 7 96 .5 0 7 9 6 .03 795 . 5 4796 . 0 6 7 9 5 .33 795 .9 3794 . 7 5795 . 0 5 7 96 .7 3 7 9 6 .12 796 .7 7796 . 8579 6 . 91796. 7 3 7 96 .6 5 7 9 6 .64 7 9 6 .18795 . 8 8 7 96 .3 7 7 9 5 .63 7 9 6 .30 7 96 .3 4 7 9 5 .76 7 9 6 .69 796 . 6 2796. 6 6 7 96 .3 4 7 9 5 .79 7 9 5 .63 7 9 5 .58795. 5 3794 . 3 4 7 94 .5 0794. 4 3794 . 5 579 4 .1279 4 . 47795 . 08795. 1 1 79 5 .77795. 6 5 795. 9 4796 . 0 4 7 9 5 .79 7 95 .8 9 7 95 .8 7 7 95 .5 8 7 93 .4 4 793 . 9 1793 . 7 0793 . 6 2793 . 2 1 7 93 .6 6 793 . 7 8 7 9 3 .76794. 1 5 7 93 .5 6793. 9 7 794 . 3 4793 . 8 9794. 1 3 794 . 5 2794. 2 3794. 3 1 794 . 6 6 794 . 2 7 7 94 .5 379 4 . 46795 . 4779 5 . 01 794 . 6 1 7 9 5 .14 795 . 0 579 4 . 58 7 94 .7 4795 . 2 0 7 9 4 .90795 . 5 7 7 95 .1 2 794 . 9 0795. 4 1 795 . 4 079 4 . 87 794 . 9 1 7 9 5 .3979 5 .06 7 95 .5 4 795 . 3 3795 . 7 4 793 .2 6 79 0 . 36 7 89 .8 579 3 . 03 7 93 .4 2 793 . 3 4 7 93 .8 0 7 9 3 .79 792 .4 7 792 . 4 9 794 . 2 1 7 94 .6 6 7 93 .3 7793 . 3 279 2 .46 7 92 .5 3 792 . 9 6793 . 0 0 7 9 2 .89 792 . 3 7792 . 33 7 9 2 .90 7 9 3 .03793. 2 4792 . 4 4 7 9 2 .20 7 9 2 .03791 . 63 792 .1 1791 . 9 8 792 .1 3789 . 5 1 7 9 1 .18 7 91 .0 779 1 .61 7 9 2 .10 7 93 .4 0792 . 9 7 7 91 .7 179 1 .63 7 91 .3 679 0 .96 7 9 0 .25790 . 6 7 7 9 0 .72 7 9 0 .75 7 9 1 .46 7 9 1 .95 7 9 0 .38 790 . 2 3 790 .3 078 9 . 8679 0 . 51 7 91 .3 0790 . 5379 0 . 07 7 9 0 .41 790 . 4 8790 . 68788 . 9 2 788 . 7 678 8 .56 788 .1 4 7 8 8 .55788. 9 1 7 8 9 .36789. 2 8 788 .8 4 790. 0 379 0 . 50 7 9 0 .52 7 9 0 .09 7 90 .3 479 0 . 28 7 90 .1779 0 . 30 791 . 5 7 7 9 1 .15 7 9 0 .76 7 9 1 .20 791 . 5 8 7 9 1 .10 791 . 3 5 7 9 1 .80791 . 9 3 791 . 4 8 7 9 1 .73 791 . 2 2 7 9 1 .70791. 0 679 0 . 80791. 2 9 7 8 9 .54788. 9 4 7 88 .6 7789. 0 7 7 87 .6778 8 . 06787. 7 2 787 . 2 1787.2 8 7 86 .8 4 78 9 . 60 7 89 .1 1786 . 7 978 7 .2078 7 . 12787 . 56 7 87 .7 5 7 8 7 .2778 8 . 74 7 8 8 .60788 . 1 7 788 . 9 0789 . 13788. 8 8 7 88 .4 078 7 . 42787 . 5 578 7 . 9778 7 . 84 7 8 7 .13787 . 5 5 7 8 8 .03787. 6 1 7 8 7 .18 7 87 .6 378 6 . 56 786 . 9 3 7 87 .2 1 787 . 2 4 7 8 2 .54786 . 1 578 6 . 62 7 86 .3 5 7 8 5 .88785 . 9 7 785 .4 6785 . 30 785 . 8 778 6 . 0178 5 .52786 . 3 5 7 8 5 .88 785 . 0 7785. 4 3785 . 6 6 784 . 9 7 784 . 7 078 4 .52 7 8 4 .62 7 8 4 .4878 4 .98 785 .1 7 7 84 .6 8786. 3785 . 4 6 784 .9978 5 . 33785. 7 8 785 .47784. 5 7R 7 8 6 .66R 7 84 .0 6 781 . 2 4 R 7 83 .3 2R 7 8 3 .52R 7 8 4 .05781 . 0 077 9 . 60 780 . 1 3 7 79 .6 6 78 5 .30 785 . 7 978 5 . 73785 . 2 6784 . 92 7 85 .36 785 . 0 5 784 .66784 . 0 178 4 .4478 4 . 02783. 5 8783 . 72 7 8 3 .17 7 8 3 .2478 2 . 8278 2 .74 7 8 3 .28 783 .7 8 78 5 .47 7 8 4 .43784. 4 4783 . 89 7 8 2 .07 782 . 4 678 3 .00782. 5 5 7 8 2 .53 7 82 .4 9 7 8 2 .86783 . 19783. 0 1783 . 1 9 7 83 .5 9 7 83 .1 3 7 8 3 .63783. 1 4783 . 19782. 6 9 782 . 3 8 782 . 9 2782 . 6 4 782 . 0 8781 . 8 2 7 82 .1 078 3 .79 7 83 .8 6 783 . 6 978 3 . 53784. 6 6 7 84 .6 6 785 . 3 4784. 9 5785 . 4 1785 . 3 8 785 . 0 678 4 .59 7 84 .7 2 7 8 4 .52 7 8 4 .67785 . 0 3783 . 8 6784. 4 7 785 .3782. 4 9782 . 5 9 7 83 .25 782 . 6 7783. 0 9783 . 6 0 783 . 1 2783 . 4 4783 . 9 5 7 8 3 .63784 . 0 8 783 .7 5 7 8 4 .3078 2 . 88 7 82 .5 278 1 .73781 . 99 7 8 1 .19 7 81 .3 5 7 81 .8578 1 . 9678 1 . 5378 1 .5678 2 .07 782 . 0 6781. 5 9781 . 6 678 1 . 75 782 . 0 978 2 . 14 7 81 .7 1 7 8 1 .64782 . 08781. 4 6 7 8 1 .90 781 . 7 7781. 2 6R 782 . 1 0781. 2 3780 . 8 2 782 .1 781 . 3 7 8 1 .178 1 . 7781. 3R 780 . 0 2 7 8 1 .378 2 .1 7 81 .8782 . 2 7 82 .0 5781 . 5 8 7 8 3 .2278 2 . 69R 7 8 4 .1978 3 .00 7 8 3 .54782 . 08 78 3 . 80 7 8 4 .31 784 . 3 0783 . 7578 8 . 49 7 86 .3 7785 . 4 4781 . 6 978 1 . 22781.14FFE781 . 6 9 781 . 1 2 781 . 4 0 781 . 9 4 781 . 8 6 782 . 3 4 7 82 .5 4 7 8 2 .99 783 . 1 9 7 8 3 .82 7 81 .91 7 8 1 .01 783 . 3 7 7 8 3 .91783 . 27783. 9 4783. 7 2783 . 5 2782 . 9 4 7 8 3 .00 7 83 .7578 3 . 88783. 3 5 782 .8 078 3 .44 7 8 2 .88 7 83 .5 4 7 83 .0 3R 782 . 0 2782. 1 9 7 8 1 .81 781 . 9 9 7 82 .3 9 7 82 .3 6782 . 0 3 7 82 .4 5 782 . 8 5782 . 2 378 2 .66 7 8 2 .5078 2 . 13781 . 3 3 7 81 .7 7 7 83 .978 8 . 47 7 8 8 .64788. 6 7 789 . 0 3 7 90 .02792. 5 5 7 9 2 .13 792 . 4 4 7 8 8 .86 7 9 0 .96800 . 2 8 00 .4 8 0 2 .5 800 . 6 8 00 .1 8 0 0 .3 8 0 0 .5799. 3 7 85 .0278 8 .99 785 . 5 4 7 8 1 .9 7 8 2 .4783. 1 9 7 84 .30 7 8 9 .879 1 .0791 . 378 9 . 08 792 . 5 7 96 .779 8 . 7 800 . 378 1 . 25 7 81 .3 2 7 81 .2 278 1 . 45789 . 01 7 8 1 .56 781 . 5 2781. 8 2 7 88 .8 8 789 . 0 9 7 8 9 .05 781 . 8 078 1 . 43 7 81 .14780 . 9 578 1 . 45780 . 9 5 7 81 .2 8780 . 1 7 8 0 .3780. 7781 . 4 7 8 1 .56781 . 5 2 7 8 1 .87 7 8 1 .59 782 . 0 4 781 .4 4 7 8 1 .88781 . 70 7 81 .1 5779 . 9 0780. 2 7779. 7 776 . 7 775 . 678 0 . 7776 . 6 7 8 0 .678 0 . 777 6 . 7 7 81 .0 2 780 . 7 678 0 . 62780 . 8 1 780 .5 4780. 8 6 7 80 .8 0 7 8 0 .6278 0 . 10 7 80 .3 5 7 8 0 .41 780 . 4 4 780 .4 4 7 8 0 .49781 . 0 9 7 81 .0 9 7 8 0 .70 781 . 8 9 7 8 3 .0778 3 . 89782. 3 3781 . 7 1 78 7 . 1978 5 . 01 7 8 5 .3378 4 . 35 7 84 .93 783 .7 7 784 . 7 4784. 2 3 7 8 4 .0178 4 .43 7 83 .7 3 7 8 3 .3278 2 . 16782. 6 7 83 .71783 . 3 278 3 .36782 . 9 9 7 8 2 .90782 . 40 7 8 2 .3078 1 . 9578 1 .3678 1 . 06 7 81 .0 278 1 . 35 789 .9 8 06 .0280 6 . 41 8 0 6 .14 8 06 .6 5 8 0 6.81 8 0 6 .84809.408 0 9 .25 808 . 8 809 . 080 8 .4 8 0 8 .5 807 .2807 . 980 9 .1 8 0 9 .9 8 0 9 .4810 . 381 1 .5811. 2 8 1 0 .7 8 11 .2 8 11 .6 8 1 2 .2812. 1 8 11 .6803. 7803 . 7 8 0 5 .6806. 2 7 8 06 .8 1 806 . 7 4 8 04 .7804. 6805. 6 8 0 6 .2806 . 4 806 . 9 0 8 0 6 .90 8 0 2 .0 802 . 3 804 . 2805 . 4 806 .4 6806 . 6 806 . 5 0 7 7 7805. 3 8 04 .7 8 0 3 .180 2 . 88 8 03 .4 8 0 2 .6 8 0 1 .7138 0 2 .0 801 . 7802 . 0 801 . 2 8 0 1 .2 801 . 4 7 809 . 7 3812 . 0 7 812 .1 081 2 . 181 1 . 5581 1 .54 8 11. 9813. 0811 . 5 811 .7812. 2812. 9 6 8 1 4 .69814. 4 04714. 1 1814. 0 6 813 . 4811. 9 8 1 2 .0527806. 6 8 8 06. 8 4806 . 6480 6 . 16 8 0 6 .3780 6 . 08 96 634806 0 5 807 93807 2543806. 5 2 8 0 6 .28806 . 3 9 806 . 1 7 8 0 6 .55806. 5 680 7 .6 806 . 9 2 8 06 .8 6 8 0 6 .81 8 1 4 .0181 2 .8812 . 4 7 92 .98789. 779 0 . 07790.93TCF790 . 6 6 790 . 4 8 790 .5 4 7 90 .4 7 92 .2792. 7 793 . 079 3 . 4791 . 8 7 9 0 .9 7 9 0 .779 0 . 46790 . 4 2 7 90 .3 2790. 0 791 . 4791. 2 6 793 . 2792. 2792 . 4 7 92 .1 7 9 3 .1 792 . 979 2 . 4 792 .8 7 92 .8 1 7 92 .6 7 9 3 .2 792 . 979 2 . 9 7 9 3 .1792. 479 2 .21 7 9 2 .12792 . 0 792 . 7 7 9 2 .5792 . 5 79 0 .1978 9 . 5 791 . 3 0 790 . 9 1 7 90 .079 0 . 2790. 9 791 .0 7791 . 11 791 . 0 079 1 .1 791 . 1790 . 6 790 . 7 7 9 0 .3 7 9 0 .93791.61TCF7 93 .51 7 8 9 .60789. 8 7 90 .0 7 9 0 .34 7 9 0 .16 7 8 9 .4789 . 0 7 8 9 .67789. 8 078 9 . 98 7 89 .93789. 7 1790 . 40791.05TCF789 .1 7 8 8 .2788. 4 788 . 9 7 8 8 .4 788 . 4 0788.85TCF7 8 9.9 4 4 893. 5 80510077 9 3 .23 795 . 4 4 79 0 .62 790 . 5790 . 5 7 9 1 .4 7 9 1 .0791.6 7 90 .7 7 90 .2 7 91 .479 1 .0 7 91 .179 0 . 6790 . 6 6 7 87 .4787 . 1 786. 8 7 8 7 .00787.43TCF7 8 7 .41787 . 4 8 7 8 7 .05787.58FFE7 86 .8 3786 . 6787 . 0787 . 5 787 . 3 790 . 2790. 5790 . 4 7 9 0 .3790 . 2 679 0 .19 7 90 .4 7 90 .3790. 179 0 . 1 7 87 .6 1788.74TCF786 . 9 784 . 3787 . 6787 . 0 0 78 9 .76 7 8 9 .7 7 9 0 .1790. 0789.5789. 4 7 8 9 .7 7 89 .7 789 . 4 7 9 0 .06 789 . 6 7 89 .1 7 88 .778 9 . 278 9 .4788. 8 78 8 .7789. 478 9 . 4789 . 14788. 6789 . 3 78 8 .5 7 89 .278 9 . 1788 . 8 7 8 9 .1 788 . 9 7 8 5 .8 7 85 .0785 . 3 878 5 . 6 7 85 .7 8 7 85 .6 5 785 . 3 7 7 85 .4 6 7 8 5 .8785 . 9 7 85 .2 7 85 .16785.99TCF7 8 7 .09787.48TCF7 8 7 .44 786 .7786 . 7 4787. 4 4788.18TCF7 8 7 .278 7 .678 7 .1 7 86 .8 7 8 7 .2787.2 6787.3 6 786 . 878 7 .1778 6 .85787.90TCF787. 4 7 87 .6 5 7 87 .72787. 9 378 7 . 79 787 . 7 278 8 . 1778 7 .67 787 .7 4 7 87 .8 7 87 .8 7 87 .2 7 86 .9 7 87 .4 7 8 7 .3 788 . 7 7 8 9 .0378 8 .40 7 89 .3478 8 . 4 7 8 6 .88 7 86 .8787.70TCF788 . 0 3 781 . 4 8R 7 8 2 .14R 7 8 2 .96 781 .2 0781. 2 2 782. 3 6782 . 92 784 . 4 5R 7 8 4 .0478 4 .49R 7 83 .3 4782. 8 5786. 0 7 8 5 .1 7 85 .7 7 84 .1 2 783 . 9 0 7 8 4 .25784. 6 0 7 8 4 .66 7 85 .4 784 . 878 4 .9787 . 1 0787.23FFE787.78TCF7 86 .2 7 8 7 .03787.38FFE787.15FFE7 87 .1 7 8 6 .1 787 . 1 0787.56FFE7 8 7 .50787. 4 2 7 86 .3 7 8 5 .5 7 8 6 .0784 . 9 7 7 8 4 .8878 4 . 41 7 8 4 .02 7 8 4 .31783 . 7 078 3 . 43783 . 8478 4 .15 7 8 4 .16784. 6 785 . 7 7 86 .078 7 .6 787 .4 7 8 5 .7 7 86 .8 785 . 9 7 84 .8 785 . 2 5785.33FFE785 . 19785 . 4 3 784 .4 7 8 4 .178 3 .79783 . 2 278 2 . 75 7 8 2 .90 7 8 5 .5778 4 .4784 . 0 7 8 5 .3 7 82 .3 4782. 2 1782 . 65783 . 12783 . 2 0 782 . 1 1 7 8 1 .97782 . 1 0 7 8 2 .02782 . 4678 2 . 91 7 8 2 .58 782 . 5 1 7 82 .6 4 782 . 6 978 3 .05 783 . 1 8782 . 9 2782. 8 1782. 6 5 782 .0 2 782 . 0 5 782 . 4 7 782 . 0 1 781 .7 9782. 0 2 781 .6 9 7 8 1 .86 7 8 1 .93 782 . 2 878 1 . 83781 . 99 782 . 4 4782. 7 5 782 . 8 9782 . 76782 . 62 7 82 .9 2782 . 9 4783 . 0 0 7 82 .9 5 7 8 3 .34783. 4 6 7 8 3 .4378 4 . 5783 . 0 783. 7785 . 6 2 7 85 .2 0 786 . 0786 . 0 7 8 3 .5 7 85 .9785. 278 5 .0 7 8 6 .59786.11FFE786 . 1 6 785 . 8 4785. 978 6 . 67 7 8 6 .95 7 87 .0 786 . 6 785 . 778 5 . 47 7 8 6 .13 7 86 .3 9 785 . 3 7 8 4 .7786 . 2 6786 . 1 8 7 84 .4 7 8 4 .3 7 8 3 .26 7 83 .47783. 4 6787.43FFE787 . 3 2787 . 21 7 87 .3 7 8 7 .54 786 .6 7 8 5 .9 787 . 8786 . 778 5 . 5 787 . 1 7 8 7 .2 786 . 8 787 . 9788 . 3 787 . 9 787 . 4 7 88 .1 6788 . 07787. 8 678 7 .39 787 . 6 0788 . 2789. 0 788. 1 787 . 5788 . 3788 . 5787. 778 8 . 6 7 8 8 .8 788 . 8 788 . 478 9 . 1788. 9 7 88 .5 378 8 . 9 7 88 .4 5 7 87 .8 678 7 .48 7 8 8 .3 7 86 .7 786 . 6 5 786 .5578 6 .70 7 86 .8 3 7 8 6 .00 7 8 5 .59785 . 90 7 8 5 .64 7 86 .0 7785. 7 0 7 84 .5 678 4 . 86 784 .45 7 8 6 .26 7 86 .21 7 84 .8 8784 . 9 2 7 8 4 .55 7 84 .4 2783 . 7 178 4 . 09 7 8 3 .64 7 83 .71783. 4 078 3 . 8778 4 .4078 4 .42 7 83 .9 782 .6 9782 . 2578 2 . 73 7 8 3 .64783 . 64 78 2 . 42 7 8 4 .30 7 84 .11 784 .5 0 7 8 4 .79 7 84 .82 7 8 5 .8783. 6 4 7 83 .36 783 .7 7784 . 1 7 784 .1 878 5 . 1 7 84 .7 7 85 .0787.74TCF7 85 .978 6 . 81 786 . 7 3787.02FFE7 8 7 .16786 . 6 785 . 5786 . 6 786 .9 0786 . 1 787 .8787. 7 7 784 . 5 0 7 84 .4 3 7 87 .2 7 84 .2 9 7 84 .1 9 783 . 3 9 782 . 9 7 783 . 3 6783 . 79783 . 4 678 3 .58785. 2 8785 . 04 785 . 4 1 7 8 5 .87 7 8 5 .95 786 . 6 7 8 6 .5 787 . 5 789 . 5 1790.02FFE7 87 .7 788 .2 8788.23FFE789 . 8 4 7 8 9 .3378 9 . 0790 . 7 8791.07FFE789 . 3788 . 4788 . 6 787 . 8 5 787 . 7 7 787 . 2 278 6 . 8278 7 .11786 . 8 8 7 8 7 .14 7 87 .4 3 7 8 7 .12 787 . 5 4788 . 0 478 8 .10 7 9 0 .91790 . 4790.32FFE789 .2 788 . 5 788 . 879 0 .31789 . 9 788 . 6 7 89 .2 789 . 9 8 789 . 9 2 7 8 9 .5789 . 8 0789 8778 8 . 99 7 8 8 .6 788 . 7 786 . 82 787 . 2 578 7 . 7978 7 .8678 7 . 78787 . 6 7 7 8 7 .04 7 8 6 .58 7 95 .78 7 9 7 .1797 . 1 794 . 979 4 . 24794 . 37 794 . 7 8 795 . 91 795 . 4 279 5 . 87796. 2 8 796 . 0 3 795 .9 0 795 . 7 1 795 . 6 4 7 9 5 .48795 . 05 7 9 5 .28 7 9 5 .15795 . 0 2 794 . 9 0 7 9 4 .58794. 5 7 7 95 .2 6 79 4 .9579 5 . 4979 4 .66 795 . 0 4 8 0 5 .7 806 .5808.96BLD HT796.88TCF7 95 .1 4795 . 6 5 794 . 9 2 7 95 .44 7 9 4 .90 798 . 0 679 4 .9679 5 . 4679 5 .47 7 9 4 .91 794 . 9 6 7 95 .4 6 795 . 4 3 7 9 4 .98 7 9 5 .49 7 94 .5 8794 . 1 5794 . 6 8 7 93 .5 3 7 9 2 .93 793 . 0 7 7 9 3 .60 793 . 7 8 793 . 3 2 7 93 .78 7 93 .68 7 93 .1 679 3 . 1979 3 . 70 793 . 7 279 3 . 16793 . 8 3 794 . 3 9 7 97 .9 7 9 0 .65 7 9 1 .43 790 . 9 6 7 91 .36 790 . 9 3791. 3 2 790 .99791. 2 279 3 . 6979 3 .11790. 2 3 791 . 0 0790. 5 4 7 9 0 .71791 . 17 793 . 0 3 792 . 5 3 7 8 8 .53 7 88 .0 8 7 8 7 .54787 . 9 8 7 87 .7 1 7 8 7 .3078 7 .02 7 87 .4 3786. 6 3787. 1 2786 . 3 3 785 .8 5 7 8 6 .28 786 . 7 778 7 .04786 . 6 1 7 8 6 .61787. 0 0 786 . 8 9 786 . 3 6 7 86 .4 6 7 86 .9 6786 . 9 7786. 4 8 787. 0 6 7 8 6 .54786 . 66 787 . 1 478 7 .2978 6 . 84 788 . 5 5788 . 9 578 8 . 44 78 9 . 99 791 . 5 0 790 . 9 8 7 9 0 .84 7 9 1 .35 792 . 7 6793. 7 3 79 2 .3979 0 . 93 7 9 0 .83 792 . 2 4 79 2 . 07 791. 1 4 7 9 0 .37791 . 1 1792 . 1010' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R001347315' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDS BUILDING12G12G8G8G8G8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"C.48S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S IO N DO C . 9 8 R 0 0 0 3 3 6 7 6 DO C . 9 8 R 0 0 0 5 2 1 1 4 DO C . 2 0 0 0 R 0 0 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E) (507.00')(N89°35'18"E)[N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4 NS P H A S E 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A33123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 6WATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCL DITCHEDGE OF TREESEDGE OF TREESEDGE OF TREESCHAIN LINK FENCEHIGH 1 STORYCONC. BLOCK &BRICKBUILDING20'BSL10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150 . 0 0 ' 175 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5T COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER10"6""6"8"12"8"8"6"6"6"7"6"4"10"8""4" x 48"6"8"12"14"22"12" x 312"4" x 310" x 416"10"12"8"8"10" x 24"18" x 218" x 222" x 48"792. 2792 . 4 16" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 1010' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTNO ACCESSTO YARD ATTIME OFSURVEYWOOD FENCEWOODDECKWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCECONC. WALKBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTCONCRETECANOPYCONC. WALL MATOFFSITE TRIBUTARY AREA = 7.58 +/- ACRES.HWL = 791.00NWL = 786.00OFFSITE PROPERTYNOT TRIBUTARYONSITE TRIBUTARY AREA = 20.60 +/- ACRES.TIME OF CONCENTRATIONPROPOSED TRIBUTARY AREAEXHIBITAUTHENTIX - MCHENRYN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\PROPOSED TRIB EXHIBIT.dwg3/25/2021SCALE: 1"=160'0 160 320DATE: 03-22-21 15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15 PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK PROPOSED PERVIOUSAREA EXHIBITAUTHENTIX - MCHENRYN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\Pervious impervious exhibit.dwg3/24/2021SCALE: 1"=120'0 60 120DATE: 03/08/21PERVIOUS IMPERVIOUS AREAS IMPERVIOUS AREA = 9.53 ACRES (46.3%)PERVIOUS AREA = 7.85 ACRES (38.1%)POND = 3.22 ACRES (15.6%)TOTAL AREA = 20.60 ACRES FIR 5/8FIR 5/8FIP 1FIP 1/2FIP 3/4FIP 3/4FIP 3/4G FIR 5/8FIR 5/8FIR 5/8FIR 5/8FIR 5/8 BENT WESTFIR 5/8FIR 5/8FIR 3/4FIP 3/4FIR 5/8EEEE E EEE E G G E E GG E G GETPTPTPTPTPTPTPP.O.C.SW. COR. OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2CO LOM E R S U B D I V I S I O N D O C . 9 8 R 0 0 0 3 3 6 7 6 D O C . 9 8 R 0 0 0 5 2 1 1 4 D O C . 2 0 0 0 R 0 0 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E) (507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"T H E O A K S O F M c H E N R Y P H A S E 2 DO C . 1 9 9 9 R 0 0 3 1 3 3 4McHENRY COMMONS SUBDIVISIONMcHENRY COMMONS SUBDIVISION 2 T H E O A K S O F M c H E N R Y P H A S E 1 DO C . 9 0 R 4 6 6 4 9 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLC LOT 2LOT 1OWNER:DYN MCHENRYCOMMONS LLCOWNER: BT MCHENRY LLC OWNER:MCHENRY CITY OFOWNER:RODRIGUEZ J OTERO GMOWNER:KEITH E TAMMY M VARKALISOWNER:HPA BORROWER 2016 MLLLCOWNER:MCHENRY CITY OFOWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARD13OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61WATERELEV. = ±778.2ON 01-28-21TPHIGH 1 STORYCONC. BLOCKBUILDINGHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'150 . 0 0 ' 175. 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R0013473FCCFIP 3/4FIP 1FIP 1FIP 3/4FIP 1 EFIR 3/8FIP 3/4FIR 5/8FIR 1/2FIR 5/8FIR 5/8FIR 5/8FPK PPL0.08' W0.18' N50.00'0.14' NON LINE0.10' N0.16' N0.80' SAT CORNERONLINE& 1.20' S100SIP 1 W/CAP101SCC T/C @HYD102SCC T/C @HYD103SCC T/C @HYD104SCC T/C @HYD105SCC T/C @HYD106SCC T/C @HYD107SCC T/C @HYD108SCC T/C NOSE109SCC T/C110SCC T/C @HYD112SCC T/C @HYD113114SCC ON S/W @HYD115SCC T/C @HYD116SCC T/C @HYD117SCC T/C @HYD118SCC T/C @HYD119SIP 1 W/CAPFCC T/C10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLEW/ 3.5' ARM N-S1.84' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTREVISIONS 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3180' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP03.11,379,554 SQ. FT.31.6702 ACRESTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42-21-30.99516 NLONGITUDE: 88-15-49.76303 WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.A. T. & T. DISTRIBUTIONCOM-EDCITY OF MCHENRYCOMCASTNICOR GASRESPONDED "NO PRINTS"CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERECONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLASINFORMATION ON 01/19/21.NO PAINTED PARKING STALLSTHIS PROPERTY IS IN AN AREA OF MINIMAL FLOODING (ZONE X) ASDEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'SFLOOD INSURANCE RATE MAP OF MCHENRY COUNTY, ILLINOIS(COMMUNITY PANEL NO. 17111C0207J) EFFECTIVE DATENOVEMBER 16, 2006.STATE PLANE MERIDIAN1. COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANYCONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR.2. DO NOT SCALE DIMENSIONS FROM THIS PLAT.3. THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THEDESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLECOMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUTREFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY.4. MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELDLOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLEFROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OFTHE SITE. UNDERGROUND UTILITY LINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATEDSTRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIESTHROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLAS NOTES" HEREON FORSPECIFICS.5. NO DRAIN TILES, IF ANY EXIST, SHOWN HEREON.6. THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BYLANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVINGOR SNOW. AT THE TIME OF THIS SURVEY, 12" SNOW COVERED THE SITE. LAWN SPRINKLERSYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY.7. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENTREGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE.8. CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANYDIGGING OR CONSTRUCTION.9. PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONALINFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIRFUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN.10. RESTRICTIONS THAT MAY BE FOUND IN LOCAL BUILDING AND/OR ZONING CODES HAVE NOT BEENSHOWN. HEIGHTS AND BUILDING RESTRICTIONS (IF ANY) HAVE NOT BEEN SHOWN. ONLY THOSESETBACK RESTRICTIONS SHOWN ON THE RECORDED SUBDIVISION PLAT OR IN THE TITLECOMMITMENT HAS BEEN SHOWN. THIS PROPERTY IS SUBJECT TO SETBACKS AS ESTABLISHEDPURSUANT TO CITY OF MCHENRY ZONING ORDINANCES AS AMENDED. IN REFERENCE TO TABLE AITEM 6, THERE MAY BE A NEED FOR AN INTERPRETATION OF A RESTRICTION, THE SURVEYORCANNOT MAKE A CERTIFICATION ON THE BASIS OF AN INTERPRETATION.11. THIS PROPERTY IS ZONED C-5 PER CITY OF MCHENRY ZONING MAP. SEE CITY OF MCHENRY ZONINGORDINANCE FOR SPECIFICS.12. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES ON THE PROPERTY.13. THERE IS NO OBSERVABLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDINGCONSTRUCTION OR BUILDING ADDITIONS.14. THE SURVEYOR IS NOT AWARE OF ANY NEW OR PROPOSED RIGHT OF WAY CHANGES. UNLESSSHOWN OR NOTED HEREON, THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALKCONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.15. WETLANDS WERE NOT OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.16. A CURRENT FIRST AMERICAN TITLE INSURANCE COMPANY'S TITLE COMMITMENT FILE NO.NCS-1042120-MKE DATED NOVEMBER 24, 2020 WAS PROVIDED FOR SURVEYOR'S USE AT THE TIMEOF PREPARATION OF THIS SURVEY. SEE "NOTES FROM SHEDULE B, PART II" SHOWN HEREON FORDETAILS.STATE OF ILLINOIS ) )SSCOUNTY OF DUPAGE )TO: CONTINENTAL PROPERTIES COMPANY INC.BERNARD BLAKE FARM, LLC FIRST AMERICAN TITLE COMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT ISBASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAILREQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b), 7(a), 8, 9, 10, 11,13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUMSTANDARDS FOR BOUNDARY & TOPOGRAPHIC SURVEYS.THE FIELD WORK WAS COMPLETED ON MARCH 5, 2021.DATED THIS 10TH DAY OF MARCH, A.D., 2021.___________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.CBARTOSZ@V3CO.COM3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING EDGE OF PAVEMENT ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK78 2 . 6 2 782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVESITEZONING DESIGNATION IS C-5 HIGHWAY COMMERCIAL DISTRICT: AS TAKENFROM THE CITY'S WEBSITE https://mchenry.maps.arcgis.com/apps/webappviewerAND NOT PROVIDED BY THE INSURER PURSUANT TO THE ALTAREQUIREMENTS. FOR DETAILS SEE THE CITY OF MCHENRY ZONINGORDINANCEhttps://codelibrary.amlegal.com/codes/mchenryil/latest/mchenry_il/0-0-0-25867Minimum lot area in square feet - NoneMinimum lot width in feet - NoneAlong arterial street - 200Minimum required front yard depth or corner side yard width in feet - 30Minimum interior side yard:Width in feet - 10Adjacent to Residential District - 25Minimum rear yard:Depth in feet - 15Adjacent to Residential District - 30Maximum floor area ratio - 1.0PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPALMERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAIDLINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCENORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST),ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TOTHE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 0DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONGTHE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET);THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDSWEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURTCASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET;THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDEDAPRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONGSAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 INCOLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLATTHEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAIDDOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY,ILLINOIS.EXCEPTIONSNOTE3.4.5.6.7.PLAT OF TRANSIT LINE, DOC. 413547EXCEPTIONS NOT SHOWN ABOVE AFFECT THE PROPERTY BUT ARE NOT PLOTTABLE. CLARIFICATION STATEMENTSa. its location is shown;b. its location cannot be determined from the record document;c. there was no observed evidence at the time of the fieldwork;d. it is a blanket easement;e. it is not on, does not touch, and/or - based on the description containedin the record document - does not affect, the surveyed property;f. it limits access to an otherwise abutting right of way;g. the documents are illegible; orh. the surveyor has information indicating that it may have been released orotherwise terminatedi. transit line north of property* easement along east side of IL Route 31 r.o.w.(i)(i)P.I.N. 09-23-400-004 09-23-400-031PLAT OF TRANSIT LINE, DOC. 631867PLAT OF TRANSIT LINE, DOC. 636003GAS EASEMENT, DOC. 355521NOTICE OF AN ORDER FOR FREEWAY, DOC. 424540(i)(e) *(i)RESPONDED WITH ATLASRESPONDED WITH ATLASNO RESPONSENO RESPONSEN:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/9/2021 1:36:29 PM 812.56 812.5 811.8 813.0 812.6 808.8 801.7 793.3 787.7 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811.3 810.6 810.2 809.8 796.76 796.77 796.2 796.79796.78796.87 796.84 FFE 795.85EEEE795.65 794.69 795.75795.5 1 795.48 795.41 794.60794.6 0 794.99 793.78 794.31 794.4 0 797.50794.37 797.46 794.5 791.48 791.46 791.32 795.44 FFE 791.47791.43 795.45 795.35 791.5 795.30 795.38 795.43 795.31 794.92 795.06794.83 807.54 FFE E794.61794.72 793.68E794.15 FFE EE793.96 794.16FFE 793.55 793.85 793.58 793.55793.90E794.10 FFE 793.42 790.50 792.23 790.53 793.64 793.59 793.54793.62 GG793.52 E793.46 FFE 793.35 792.74 792.63 792.85792.87 792.86 792.03 792.05 792.06792.04 791.65E 789.88 791.77791.98 792.15 FFE 791.98 792.07 791.82 791.77 790.72 790.67 790.7 0 790.74 790.17 8" 6" 10" 10" 10" 15" 12" 8" 8" 8" 12" 15" 15" 10" 10" 10" 18" 12" 789.79 789.55 789.92 790.06 790.80 790.32 790.27 790.20 790.26 790.38 789.99 790.76 790.72 790.85 FFE 790.4 2 790.75791.00 791.12 788.95789.42 8" 6" 790.80790.84 790.82 790.78 GG8" 786.43 787.02 786.50 786786.51 786.42786.27 786.6 5 786.33 787.5 9799.19 787.7 8 787.17 790.62 785.9 6786.03 786.06 786.66 786.80 790.72 FFE 790.73 FFE 786.71 785.59 786.4 4 786.35786.3 8 786.38 786.32 786.34 786.28 PSD 813.61 813.8 813.2812.5 812.5 813.6813.7813.5813.3812.9 812.6 813.5 813.2812.6 812.6 817.50 814.74 814.53 814.85 814.96 814.77 814.80 814.44 814.96TF E814.20814.2 814.54 814.5 814.4 813.8 813.4 813.0 814.0 813.97 813.96 814.9 8 815.12814.99 814.91 814.17 813.66 813.37 812.7 8 813.6 813.3 813.3 813.06 813.00 811.7 811.6 812.9 814.70G815.03TF 814.3 814.6 814.9 815.2 815.4 814.8814.2813.7 814.79 814.62 814.56814.96 815.16 FFE 814.07 813.90 813.89814.06 813.36 813.10 813.06 813.13 813.60 813.75 813.50 813.52 813.4 7 813.68814.16 813.69814.14 814.22 814.42 814.24 815.2 815.2 814.99 815.0 4 816.12 TCF G815.71 815.89 813.43 815.3 E815.46 814.07 813.80 813.80 813.42 813.39813.42 813.57 813.6 1 813.16 813.23 813.09 813.91 814.07 814.13 815.18 816.15TCF 814.9 814.3 813.1 812.3 811.9 812.4 812.4 814.16 814.09813.54 813.17 813.31813.79 813.32813.46 813.04 812.57 812.53812.99 812.30 811.82 812.44 812.56 812.39 811.95 812.7 8812.95 812.25 812.8 4 813.44 813.80 815.41 815.59FFE 817.38FFE 815.4 4 816.52 816.63 816.52 815.32 815.23 815.22 783.30783.65783.45 783.57783.74 783.6 4 783.78 783.79 783.68 783.47 783.41 783.32 783.32 783.25 783.17783.41 783.4 6 783.52 783.12 783.13783.32 784.69 786.22 783.52783.62 783.88 783.56 783.60 783.39 783.27783.72 783.78 783.91 784.1 0 784.07 784.07 783.8 0 783.49783.92 783.13 784.13 783.72 784.22 784.54 784.44784.74785.12 785.06784.56 784.4 7 784.14 784.20 783.99 784.37 784.08 784.33 784.32784.71 784.4 0784.83 787.43 785.4 785.6 802.66 803.07 784.81 784.5 0 784.7 0 784.70 784.64785.26 785.07 785.33 785.09 785.29 783.59 784.03 783.54 783.84 783.97 784.30 784.18784.08784.56 784.66 784.23 784.43 784.55 784.36784.80 784.75 784.58 785.14 785.72FFE 785.06784.88785.38 785.24 785.51 785.76 785.3 1 785.43 785.62 785.56 785.43 785.33785.83 785.60 785.08785.52 786.05 784.85785.43 786.47 784.56785.08 785.41 786.74 784.97 785.1 3 788.9 0 790.66792.59 793.96796.83799.73 800.36 799.58 789.80 789.32 790.73 790.78 791.77 792.0 1 792.74 794.41 794.74 796.69 797.32 797.78 798.3 7 798.36 798.4 7 799.20 799.24 799.77 TP TP TP 795.0 6795.60 797.13796.7 795.78 795.17 795.49 794.81 792.59 TP TP TP MATCH LINE#6034 WATER VALVE VAULT RIM=793.78 TP =788.43 12" STEEL W, 12" PVC E #6050 STORM INLET RIM=791.32 FILLED WITH DEBRIS #6148 WATER VALVE VAULT RIM=790.53 TP =785.33 18" PVC N, S #6202 STORM INLET RIM=789.88 IE 12" RCP E=785.08 IE 10" PVC W=785.38 #11717 SANITARY MH RIM=784.14 IE 10" PVC NW=778.24 IE 10" PVC E=778.14 IE 10" PVC S=778.19 #5968 WATER VALVE VAULT RIM=795.25 TP =789.50 18" PVC N, S 12" CAST IRON W #11775 STORM INLET RIM=784.23 FILLED WITH DEBRIS #11669 WATER VALVE VAULT RIM=783.32 FULL OF WATER #2062 STORM INLET RIM=813.06 IE 12" RCP E=809.71 #5966 STORM INLET RIM=792.59 IE 24" RCP N=786.59 IE 12" CPP S=786.59 IE 10" CPP SW=787.89 #6120 STORM MH RIM=793.55 IE 10" CPP E=788.00 IE 12" PVC W=788.45 IE 12" PVC SW=788.40 #6251 WATER VALVE VAULT RIM=789.79 TP =784.09 12" PVC E, W #11760 STORM MH RIM=785.29 IE 4" CPP N=782.69 IE 6" PVC SE=782.69 IE 15" RCP W=781.99 #6140 WATER VALVE VAULT RIM=790.50 TP =785.50 18" PVC N, S 12" STEEL W #6345 WATER VALVE VAULT RIM=785.59 TP =778.99 12" PVC N, S #11785 SANITARY MH RIM=784.58 IE 10" PVC E=778.83 IE 8" STEEL S=778.88 #11671 SANITARY MH RIM=783.25 IE 8" PVC W=777.47 IE 8" PVC S=777.40 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 #2054 WATER VALVE VAULT RIM=814.17 TP 18" STEEL E, W=807.82 #5758 STORM INLET RIM=794.00 IE 12" CPP N=787.96 IE 12" CPP S-787.96 IE 12" CPP W=788.05 IE 12" PVC SW=788.78 #5908 STORM INLET RIM=794.41 IE 12" CPP N=791.51 IE 10" RCP S=791.69 #5940 WATER VALVE VAULT RIM=794.83 TP 12" PVC E, W=789.12 #5939 WATER VALVE VAULT RIM=794.91 TP 12" PVC N, S=789.19 #5736 STORM INLET RIM=792.42 UNABLE TO OPEN #5697 STORM INLET RIM=792.26 IE 12" CPP E=790.46 #11759 SANITARY MH RIM=785.09 IE 10" PVC W, SE=778.39 #2055 WATER VALVE VAULT RIM=813.66 TP 18" STEEL N, S=807.66 WATER ELEV. = ±778.2 ON 01-28-21 TP SBM #1 GENERATOR 2 STORYFRAMEBUILDING WINDOW WELL 2 STORY FRAME BUILDING STEEL RAIL BOLLARD(TYP.) TRASHCOMPRESSOR TRASH COMPRESSOR EDGE OF TREES STONE WALL CHAIN LINK FENCE HIGH 1 STORY CONC. BLOCK BUILDING HIGH 1 STORY CONC. BLOCK & BRICK BUILDING FIP 3/4 FIP 1 FIP 1 FIP 3/4 FIP 1 E FIR 3/8 FIR 5/8 FIR 5/8 FIR 5/8 795.94 796.85 TCF796.56 796.48 796.50796.03 795.54796.06 795.33795.93 794.75 795.05 796.73 796.12796.77 796.85 796.91 796.73 796.65 796.6 4 796.18795.88796.37 795.63796.30 796.34 795.76 796.69 796.62796.66 796.34 795.79 795.63 795.58 795.53 794.34 794.5 0 794.43 794.55 794.12794.47 795.08 795.11 795.77 795.65 795.94 796.04 795.79 795.89 795.87 795.58 793.44 793.91 793.70 793.62 793.21793.66 793.78 793.76 794.15 793.56793.97 794.34 793.89 794.13 794.52 794.23 794.31794.66 794.27 794.53 794.46 10" 795.47 795.01 794.61795.14 795.05 794.58 794.74795.2 0 794.90 6"795.57 795.1 2 794.90795.41 795.40 794.87 794.9 1795.39 795.06795.54 795.33795.74 793.26 790.3 6 789.85 793.03 793.42 793.34793.8 0 793.7 9 792.47 792.49 " 794.21794.66 793.3 7 793.32 792.4 6 792.53 792.96 793.0 0 792.89 792.37792.33 792.90 793.03 793.24 792.44 792.2 0 792.03 791.63 792.11 791.98 792.13 6" 789.51 8"12" 791.18 791.07 791.61792.1 0 8" 793.40 792.97 791.7 1 791.63 791.36 790.96790.25790.67 790.72 790.75 791.46791.95 790.38 790.2 3 790.30 789.86 790.5 1 791.30 790.53 790.07790.41 790.48 790.68788.92 788.76 788.56 788.14 788.55788.91789.36 789.28 788.84 790.03790.50 790.52 790.09 790.34 790.28 790.17 790.30 8" 791.57 791.15 790.76791.20 6"791.58 791.10 791.35791.8 0 791.93 791.48 791.73 791.22791.70 791.06 790.80 791.29789.54 788.94 6" 788.67789.07 787.67788.06 787.72 787.21 787.28 786.84 789.60 789.11 6" 7"6"4" 786.79787.20 787.12787.56 787.75787.27 788.74 788.60 788.17 788.90 789.13 788.88 788.40 787.4 2 10"8" 787.5 5787.97 787.84 " 787.13787.55 788.0 3 787.61787.18787.63 786.56786.93 787.21 787.24 4" x 4 8"782.54 786.15786.62786.3 5 785.88 785.97 785.46 785.30785.87 786.01 785.52 786.35 785.88 785.07785.4 3 785.6 6784.97 784.70 784.52 784.62784.48784.98 785.17 784.68 786.3 6" 785.4 6 784.99 785.33785.78 785.47 784.57 786.66 784.06 781.2 4 783.32 783.52 784.05 781.00 779.60 779.66 785.30785.79 785.73 785.26 784.92785.36 785.05 784.66 784.01784.44 784.02 783.58 783.72 783.17783.24 782.82 782.74 783.28 783.78 785.47 784.43 784.44783.89 782.07782.46 783.00 782.5 5 782.53 782.49 782.86 783.19 783.0 1 783.19 783.59 783.13 783.63 783.14 783.19 782.69 782.38782.92 782.64 782.08 781.82 782.10 783.79 783.86 783.69 783.53 784.66784.66 8" 785.34 784.95 785.41 785.38 785.06 784.59784.72 784.52784.67 785.03 783.86784.47 785.3 782.49 782.59 783.25 782.67783.09 783.60 783.12 783.44783.95 783.63784.08 783.75784.30 12" 782.8 8 782.5 2781.73 781.99 781.19 781.3 5781.85 781.96 781.53 781.56782.07 782.06 781.59781.66781.75 782.09 782.14 781.71 781.6 4782.08 781.46781.90 781.77 781.26 782.10 781.23 780.82 782.1 781.3 781.1 781.7 781.3 780.02 781.3 782.1 781.8 782.2 782.05 781.58 783.22 782.69 784.19 783.00783.54 782.08 783.80784.31 784.30 783.75 788.49 786.37 785.44 781.69 781.22 781.14FFE 781.69 781.12 781.40781.94 781.86782.34 782.54782.99 783.19783.82 781.91 781.01 783.37783.91 783.27783.94 783.72 783.52 782.94 783.00 783.75 783.88 783.3 5 782.80 783.44 782.88 783.54 783.03 782.02 782.19 781.81 781.99782.39 782.36 782.03 782.45782.85 782.23782.66 782.50 782.13 781.3 3781.77 783.9 788.47 788.64 788.67 789.03790.02 792.55 792.13 792.44 788.86 790.96 14" 22" 12" x 3 12" 4" x 310" x 4 800.2 800.4 802.5 800.6 800.1 800.3 800.5 799.3 785.02 788.99 785.5 4 781.9 782.4 783.19 784.30 789.8 791.0 791.3789.08 792.5 16" 796.7 798.7 800.3 781.25 781.32 781.22 781.45 789.01 781.56 781.52 781.82788.88 789.09 789.05 781.80 781.43 781.14 780.95 781.45 780.95781.28 780.1 780.3 780.7 781.4781.56 781.5 2 781.87 781.59782.04781.44781.88 781.70 781.15 779.9 0780.27 779.7 776.7 775.6 780.7 776.6780.6780.7 776.7 781.02 780.76 780.62 780.81 780.54 780.86 780.80 780.62 780.10 780.35 780.41 780.44780.44 780.49 781.09 781.09 780.70 781.89 783.07 783.89 782.33 781.71 787.19 785.01 785.33 784.35784.93 783.77 784.74 784.23784.01784.43783.73 783.32 782.16 782.6 783.71 783.32 783.36 782.99782.90 782.40 782.30 781.95 781.36 781.06 781.02781.35 789.9 804.75 806.0 2 806.41 806.14 806.65 806.8 1806.8 4 809.40 FFE 809.25 808.8 809.0 808.4808.5 807.2 807.9 809.1 809.9 809.4 810.3811.5 811.2 810.7 811.2 811.6 812.2 812.1 811.6 806806.81806.74 804.7 804.6 805.6806.2 806.4 10"12"8"8"10" x 2 806.90 806.90 809.73 812.07 812.10812.1 811.55 811.54 811.9 812.0 812.2 813.0 811.5 811.7 812.2 812.96 814.69 814.40 814.7 814.5 814.6 814.9 814.11 814.06 813.4 811.9 812.0 815.27 806.68 806.84 806.64806.16 806.37 806.08 805.96 806.34 805.98 806.05 806.33 806.23 806.03 805.60 805.73 805.61805.98 806.27 806.34 808.5809.0 7 810.01 TCF 807.4 808.5 808.0808.77808.81808.81 809.81 809.7 7 809.36 808.5 808.29 809.29 TCF 808.46 808.49 FFE 808.6 806.11 805.97 805.76 805.37 805.47 805.37805.82 806.03 806.07 805.78 805.69805.41 804.96 805.11 805.49 805.14 805.38 805.62 805.28805.30 805.69 805.32 805.19 805.49 805.12 805.10 805.02805.50 805.8 4 805.86 806.5 2 806.28 806.39 806.1 7806.55 806.56 806.4 807.8 7 808.05 807.1 808.4 807.4811.3 807.6 806.92 806.8 6 806.81 814.14 814.25 814.02 814.18 814.51 814.58 814.01 812.8 812.4 815.1 815.36 815.35 FFE 815.39 815.10 815.3 815.6 815.44815.4 5 815.44 815.40 816.16 TCF 815.2 815.28 815.84 815.71 815.7 815.0 795.78 797.1 797.1 794.9 794.24794.37794.78 795.91 795.42 795.87 796.28 6" x 2 796.03 795.90 795.71 795.64 795.48 795.05 795.28795.15 795.02 794.90 794.58794.57 795.26 794.95 795.49 794.66795.0 4 6" 805.7 806.5 6" x 10" x 2 8"10" 8"8" 8" 8"10"6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 12"10" 7" 808.96BLD HT 796.88 TCF 8" x 28" 16" 6" x 2 8"6" 8" 6" 6" x 2 6"7"6" 6" x 2 7"8" 6" x 2 6" 6" 6" 795.14795.6 5 794.92795.44 794.9 0 798.06 794.9 6795.46 795.47 794.91 794.96795.46 795.4 3 794.98 795.49 794.5 8 794.1 5794.6 8 793.53 792.93 793.0 7793.60 793.78 793.3 2 793.78 793.6 8 793.16 793.19793.70 793.7 2 793.16 793.83 794.39 6" 6" x 3797.9 10" x 2 802.81 SBH B17 799.91 SBH B20 6" 6" 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8"6"6"6"6"6" 9" 807.85 SBH B15 790.65 791.43 790.96 791.36 790.93 791.32 790.99 791.22 793.69 793.11 790.23 791.00 790.5 4 790.71791.17 793.03 792.53 6" x 5 6" 10" 8" 6" 6" 788.53 788.08 787.54787.98787.71 787.30787.0 2787.43 786.63787.12 786.33785.85 786.28786.77 787.04 786.61 786.61787.00 786.8 9 786.36 786.46786.96 786.97 786.4 8 787.06 786.54 786.6 6787.14 787.29 786.84 788.55788.95 788.44 789.99 791.5 0 790.9 8 790.84791.35 792.76793.73 792.39 790.93 790.83792.24 792.07 791.14 790.3 7 791.1 1 792.1 0 811.94 SBH R5 812.02 SBH P2 810.76 SBH P1810.92 SBH B1 812.13 SBH B2 810.17 SBH R2 806.58 SBH R1 812.05 SBH R3 812.69 SBH R4 811.57 SBH R6 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 8 S 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7809.47 SBH G1 792.81 SBH P4 788.20 SBH P3 100 SIP 1 W/CAP 101SCC T/C @HYD 102 SCC T/C @HYD 103 SCC T/C @HYD 104 SCC T/C @HYD 106 SCC T/C @HYD107 SCC T/C @HYD 108SCC T/C NOSE 109 SCC T/C 110 SCC T/C @HYD 112SCC T/C @HYD 114 SCC ON S/W @HYD 115 SCC T/C @HYD #20121 SANITARY MH RIM=794.15 IE 8" PVC N=788.05 #20197 STORM INLET RIM=792.46 IE 12" RCP S=789.06 #20110 WATER VALVE VAULT RIM=793.44 TP N, S=787.49 #20203 STORM INLET RIM=792.33 IE 12" RCP N=789.63 #20507 STORM INLET RIM=784.52 IE 12" RCP E=781.57 IE 18" RCP N=781.47 NO OTHER VISIBLE PIPES #20527 STORM INLET RIM=784.57 IE N, UNABLE TO MEAS. COULD NOT OPEN #20528 STORM MH RIM=786.66 IE 48" RCP W=776.11 #20529 STORM MH RIM=784.06 IE 48" RCP W=776.31 #20530 STORM INLET RIM=781.24 IE 12" CPP S=777.44 #20531 STORM MH RIM=783.32 IE 48" RCP E=775.97 IE 12" PVC N, UNABLE TO MEAS. #20532 STORM MH RIM=783.52 IE 48" RCP E=775.82 IE 12" PVC N, UNABLE TO MEAS. IE 12" PVC S=775.92 #20533 STORM MH RIM=784.05 IE 48" RCP W=775.90 IE 12" PVC S=776.00 #20534 WATER VALVE VAULT RIM=781.00 TP E, W=774.55 #20535 STORM INLET RIM=779.60 IE 12" RCP N=777.50 #20537 STORM INLET RIM=779.66 IE 12" RCP N=777.21 IE 12" RCP S=777.26 #20743 STORM INLET RIM=780.02 IE 12" RCP S, UNABLE TO MEAS. BOTTOM OF DEBRIS=776.32 PIPE PARTIALLY BLOCKED #20733 STORM MH RIM=782.10 IE 48" RCP E=776.45 IE ? RCP W=776.40 IE 12" RCP NW=776.50 #20754 STORM MH RIM=784.19 IE 48" RCP W=776.79 IE 4" CPP E=779.99 #20877 STORM MH RIM=782.02 IE 10" RCP NE=775.67 IE 12" RCP SE=775.67 IE 12" RCP W=775.57 IE 10" RCP NW=775.57 #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #22172 STORM INLET RIM=794.24 IE 10" RCP N=792.09 2" GAS PER ATLAS 6" x -42 0.188" GAS PER ATLAS 8" x -42 0.203" GAS PER ATLAS EXISTING BUILDING BIT. BIT. BIT. CONC. WALK BIT. PARKING LOT EXISTING BUILDING EXISTINGBUILDING CONC. WALK BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT CONCRETE CANOPY CONC.WALLMATCH LINEASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.62 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3240' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANN:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:42:45 AM 8 14.9 8 13.2 813.3 814.1 801.4 801.1 800.5 800.8 800.4803.54 803.3 8 803.50 800.2 800.3 800.27 800.36 798.6 798.5 798.4 798.9 798.7 796.9 798.1 796.4 797.2 797.2 796.0 795.6 795.1 795.2 795.1 796.3 794.0 794.0 794.2 794.6 794.7 794.7 794.2 794.0 794.2 794.1 794.0794.1 794.3 793.3 793.4 795.2797.2 800.1 800.4 783.6 782.8 783.4 782.0 779.6 776.2 780.2 782.9 782.8 782.2 782.7 779.9 777.1778.8781.7 780.3782.0 775.4 774.6 773.8 774.8 775.4 779.2 780.8 779.3 776.4774.5 772.8 774.1 774.3 774.1 773.2 773.6 774.1 772.6 771.7 774.0 770.5770.9 771.3 773.2 774.3 772.6 774.8 777.6 778.2 774.2775.2776.2777.3778.5780.9779.9 780.4779.0 780.3 781.4 780.6 778.2 777.2 776.3 775.4 774.3 773.8 774.8 776.0777.6778.5780.2779.6 778.5779.7 783.1 782.8 782.4 781.3 779.9 778.2 777.3 774.4 772.4 774.1 781.4 782.0 781.2 778.4 778.0 778.3 781.8 784.2 783.8 782.6 780.0 779.5 779.5 780.2 781.8782.2 781.8 780.1781.0 781.7 781.5 780.4 780.6 781.2 783.5 785.3 785.1 783.4 782.5 784.0 785.3 787.5 786.59787.9 787.7 788.7 786.5786.1784.91 785.7 784.8783.7785.0 782.0 781.6 782.2 782.0 773.6 773.5 773.1 772.8 772.6773.4774.2775.2 776.5778.0779.4779.3777.89 778.6 776.8 777.1 779.0 781.6 780.6 777.8 777.3 777.1 778.3 781.8 783.0 784.1 781.6 781.0 781.2 784.1 784.1 806.6 807.2 805.9806.2 792.8788.7 783.0779.9778.1 778.2779.4 783.9 789.3 791.9 791.9788.6782.5779.1778.2 778.1 779.4 786.1 790.0 792.0 791.9789.6783.4779.6 778.1 778.3 780.3 785.4 789.2 788.3785.5780.5778.3 778.4 779.5 783.9 786.8 785.5783.7 780.2778.2 778.2779.8 783.0 785.1 785.3 783.5 780.2 778.4 778.3 780.0 783.7 785.4 785.5 783.8 780.1 778.3 5 .6 .1 2 778.2 780.5 783.7 789.1 793.8 794.1 790.1 785.7 784.6 780.8 781.0 778.3 778.1 780.1 783.9 790.3 793.1 793.9 789.7 786.7 794.7 793.3 792.4 792.1 791.8 791.6 790.3 788.6 786.4 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802.4 805.6 803.0 805.7 804.1 806.3807.3 803.8 803.7 807.2 810.8 810.2 810.1 810.4 808.5 807.2 807.6 806.5 806.0 806.5 806.1 806.4 805.8 806.3 806.1 806.3 806.7 806.1 807.5 806.1 806.3 806.3807.5 807.6 807.6 805.9807.8 806.5 805.8 806.3 809.6 807.4 810.2 806.1 807.0 809.6 811.4 811.6 810.9 811.3 811.3 812.8810.9 810.9 811.3 811.8811.0 810.4 810.9 812.6 810.5810.6 811.6 812.5 812.9 812.3 812.0 811.5 811.5 811.0 810.9 811.1 811.5 811.2 808.9808.4 809.4 810.3 810.1809.3 807.5 807.1 810.1 809.4 807.0 806.6806.8 806.2 806.3 806.3 806.8 806.2 806.6 806.8 809.5806.9 806.6 806.0 806.5810.1 809.0 806.8809.4 807.0 807.1 807.2 807.2 806.3 806.2 806.2 808.2811.4 811.4 812.4 813.0 811.1 812.1 811.5 810.2 809.7 810.0 808.8 808.7 802.1 803.6 804.5 808.1 810.2 808.8 804.7 807.5 808.8 808.9 810.2809.15 807.0 806.9 806.8 810.8 805.0 805.3 805.3 805.8 805.3 805.7 80 6.2 07 .0 805.9 80 7.7 806.7 807.5 FIP 1/2 FIP 3/4 FIP 3/4 FIP 3/4 7 99.2 802.7 802.4 801.5 798.9 799.26 5 FIR 5/8 FIR 5/8 FIR 5/8 BENT WEST 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796.4 796.4 796.0 795.7 795.3 794.9 794.9 794.6 793.9 793.4 793.4 793.2 793.2 793.3 793.2 793.0 793.1 793.8794.3 794.9 795.7 796.0 796.3 796.8 797.1 797.6 797.8 798.5 798.8 799.1 799.1 799.1 799.5 799.8 799.9 800.1 800.2 800.1 800.2 799.9 799.7 799.7 799.5 799.2 798.9 798.2 797.4 796.9 796.3 796.9 797.6 798.0798.2798.9800.3 800.7 800.7 801.0 801.4 801.5 802.2 802.2 803.2803.9804.9 805.4 805.7 805.2 804.7 803.8 803.6 803.7 803.3 803.9 804.4 805.0 805.9 806.7 807.0 808.2 809.2 810.1 809.8 808.5 806.9 806.5 806.4 806.4 806.6 807.1 807.6 808.3 808.8 809.5 809.9 810.7 811.3 812.0 812.1 812.0 1 0.6 810.2 809.8 813.97 813.96 8 14.98 8 15.12814.99 814.91 814.17 813.66 813.37 812.78 813.6 813.3 813.3 813.06 0 814.62 814.56814.96 814.07 813.90 813.89814.06 813.3 6 813.10 813.06 813.13 813.60 813.75 813.5 0 813.52 813.47 813.68814.16 813.69814.14 814.22 814.42 814.24 815.2 815.2 814.99 815.04 816.12 TCF G815.71 815.89 813.43 815.3 E815.46 814.07 813.80 813.80 813.42 813.39813.42 813.57813.61 813.16 813.2 3 813.09 813.91 814.07 814.13 815.1 8 816.15 TCF 814.9 814.3 813.1 812.3 811.9 812.4 812.4 814.16 814.09813.54 813.17 813.31813.79 813.32813.46 813.44 813.80 815.41 815.59 FFE 817.38 FFE 815.44 816.52 816.63 816.52 815.32 815.23 815.22 TP CH LINE#2062 STORM INLET RIM=813.06 " RCP E=809.71 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 908 TORM INLET M=794.41 12" CPP N=791.51 10" RCP S=791.69 #2055 E VAULT M=813.66 S=807.66 WATER ELEV. = ±778.2 ON 01-28-21 SBM #1 WINDOW WELL 2 STORY FRAME BUILDING CL DITCHCL DITCHCL DITCH EDGE OF TREES EDGE OF TREES FIP 3/4 FIP 1 E FIR 3/8 FIP 3/4 806.02 806.41 806.14 806.65 806.81806.84809.40FFE 809.25 808.8 809.0 808.4808.5 807.2 807.9 809.1 809.9 809.4 810.3811.5 811.2 810.7 811.2 811.6 812.2 812.1 811.6 803.7 803.7 805.6806.2 7806.81806.74 804.7 804.6 805.6806.2 806.4 10"12"8"8"10" x 2 806.90 806.90 802.0 802.3 804.2 805.4 806.46 806.6 806.5 807.7 7 805.3 805.3 804.7 803.1 802.88 803.4 802.6 801.7 801.3 801.0 802.0 801.7 802.0 801.2 801.2 801.47 809.73 812.07 812.10812.1 811.55 811.54 811.9 812.0 812.2 813.0 811.5 811.7 812.2 812.96 814.69 814.40 814.7 814.5 814.6 814.9 814.11 814.06 813.4 811.9 812.0 815.27 806.68 806.84 806.64806.16 806.37 806.08 805.96 806.34 805.98 806.05 807.93 TCF 807.25 FFE 807.43 807.2 806.9 806.8 806.7 807.04 806.68 807.35TCF 806.96 806.2 806.0 806.4807.24 807.54 804.9 805.0 804.2804.4 800.3 806.33 806.2 3 806.03 805.60 805.73 805.61805.98 806.27 806.34 808.5809.07 810.01TCF 807.4 808.5 808.0808.77808.81808.81 809.81 809.77 809.36 808.5 808.29 809.29 TCF 808.4 6 808.49FFE 808.6 806.11 805.97 805.76 805.37 805.47 805.37805.82 806.03 806.07 806.4 806.89 806.76 FFE 806.91 806.9 806.3805.78 805.69805.41 804.96 805.11 805.49805.14 805.38 805.62 805.2 8805.30 805.69 805.32 805.19 805.49 805.12 805.10 805.02805.50 805.84 805.86 806.52 806.28 806.39 806.17806.55 806.56 806.4 807.87808.05 807.1 808.4 807.4811.3 806.2 806.70 805.8 805.8 803.7 804.3 800.4 807.6 806.9 2 806.86 806.81 814.14 814.2 5 814.02 814.18 814.51 814.58 814.01 812.8 812.4 815.1 815.3 6 815.39 815.10 815.3 4 815.28 815.84 815.71 815.7 815.0 792.98 789.7 790.0 7 790.93 TCF 790.66 790.48790.54 790.4 792.2792.7 4" 793.0 793.4 791.8 790.9 790.7 790.46 790.42 790.32 790.0 791.4 791.26 793.2 18" x 2 18" x 2 22" x 4 8" 792.2 792.4 792.1793.1 792.9 792.4 792.8 792.81 792.6 793.2 792.9 792.9793.1 16" x 2 792.4 792.21 5" x 5 24" x 2 792.12792.0 792.7 792.5 792.5 790.1 9 789.5 791.30 790.91 790.0790.2 790.9791.07 791.11 791.00 791.1791.1 790.6 790.7 790.3 790.93 791.61 TCF 793.51 789.60789.8790.0 790.34 790.16 789.4789.0 789.67 789.80789.98 789.93 789.71 790.40 791.05 TCF 789.1788.2 788.4 788.9788.4788.40 788.85TCF 789.9 789.44 790.0 0 790.0 4 790.2 789.3 789.46 789.05 790.34 TCF 788.4 788.16 788.16788.15 788.9 790.2 791.6 791.5 792.2 793.8 793.5 790.08 789.89 789.84 790.25 790.51 790.07 792.7 793.23 795.44 790.62 790.5 790.5791.4 791.0 791.6 790.7 15"12" 14" 16"18" 18" x 2790.2791.4 791.0 791.1 790.6 14"790.66 5" x 5 787.4 787.1 786.8 787.00 787.43TCF787.41 787.48 787.05 787.58 FFE 786.83 786.6 787.0787.5 787.3 15" 790.2790.5 790.4 790.3 790.26 790.19 6" 790.4790.3 22" x 2 790.1 790.118" 15" 4" 787.61 788.74TCF 786.9 784.3 787.6 787.00 789.7 6 789.7 790.1 790.0 789.5 789.4789.7 789.7 789.4 790.06 789.6 789.1 788.7789.2 6" 789.4 788.8 24" 788.7789.4 789.4 20" 12" x 3 789.14 788.6789.3 30" 788.5789.2 6" 4" x 4 789.1 788.8 789.1 788.9 12" x 10 785.8 785.0 785.38 785.6785.78 785.65 785.37 785.46 785.8 785.9 785.2785.16 785.99 TCF 787.09 787.48 TCF 787.4 4 786.7 786.74 787.44 788.18 TCF 787.2 787.6 787.1 786.8 787.2 787.2 6 787.36 786.8 787.17786.85 787.90 TCF 787.4 787.65 787.72 787.93 787.79 787.72 788.17 787.67 787.74 787.8 787.8 787.2 786.9 787.4 787.3 788.7 789.03 788.40789.34 788.4 786.88 786.8 787.70TCF 788.0 3 781.48 782.14 782.9 6 781.20 781.22 782.36 782.92 784.45 784.04 784.4 9 783.34 782.85 786.0 785.1 785.7 784.12 783.9 0784.25784.60 784.66 785.4 784.8 784.9787.10 787.23FFE 787.78 TCF 786.2 787.03 787.38 FFE 787.15FFE 787.1 786.1 787.10 787.56 FFE 787.50 787.42 786.3 785.5 786.0 784.97 784.8 8 784.41 784.02 784.31 783.70783.43783.84 784.15 784.16 784.6 785.7 786.0787.6787.4 785.7 786.8 785.9 784.8 785.25 785.33 FFE 785.19 785.43 784.4 784.1 783.79 783.22 782.75 782.90 785.57 784.4 784.0 785.3 782.34782.21782.65 783.12 783.20 782.11 781.97 782.10 782.02782.46 782.91782.58 782.51 782.64 782.69 783.05783.18 782.92 782.81 782.65 782.02 782.05 782.47 782.01 781.79 782.02 781.69781.86 781.93 782.28 781.83 781.99782.44782.75782.89 782.76 782.62 782.92782.9 4783.00 782.9 5783.34 783.4 6 783.43 784.5 783.0 783.7785.62 785.20786.0 786.0 783.5 785.9 785.2 785.0 786.59 786.11FFE 786.16 785.84 785.9786.67 786.95 787.0 786.6 785.7 785.47786.13 786.39 785.3 784.7 786.26 786.1 8784.4 784.3783.26 783.47783.46 787.43FFE 787.32787.21 787.3 787.5 4 786.6785.9787.8 786.7 785.5 787.1 787.2786.8787.9 788.3 787.9 787.4788.16 788.0 7 787.86 787.39 787.606"788.2 789.0 6" 6" 6" x 2 788.1787.5 788.3 788.5787.7 788.6 788.8 788.8 788.4 789.1 788.9 788.53 788.9 788.45 787.86 787.48 788.3 786.7 786.65786.5 5 786.70786.83 786.00 785.5 9 785.90785.64786.07 785.70 784.56 784.86 784.45 786.2 6 786.21 784.88 784.9 2 784.55 784.42 783.7 1 784.09 783.64 783.7 1 783.40783.87 784.40 784.42 783.9 782.69 782.25782.73 783.6 4 783.64 782.42 784.30784.11784.50 784.79 784.8 2 785.8 783.64 783.36783.77 784.17 784.18 785.1 784.7 785.0 787.74TCF 785.9786.81 786.73 787.02 FFE 787.16 786.6 785.5 786.6 786.9 0 786.1 787.8787.77 784.50 784.43 787.2 784.29 784.19 783.39 782.97 783.36783.79 783.46 783.58 785.28 785.04785.41785.87 785.9 5 786.6 786.5 787.5789.51 790.02 FFE 787.7 788.28 788.23 FFE 789.84 789.33 789.0 790.78 791.07 FFE 789.3 788.4 788.6 787.85 787.77 787.22 786.82 787.11 786.88 787.14 787.43787.12787.54 788.04 788.10 790.91 790.4 790.32 FFE 789.2 788.5 788.8 790.31 789.9 788.6 789.2 789.98 789.92 789.5 789.80 789.87FFE 788.99 788.6 788.7 786.82787.25 787.79 787.86 787.78 787.67 787.04 786.58 6" x 10" x 2 8"10"8"8" 8" 8" 10"6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 8" x 28" 16" 6" x 2 8"6" 8" 6" 6" x 2 6"7"6" 6" x 2 7"8" 6" x 2 6" 6" 6" 802.81 SBH B17 799.91 SBH B20 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8"6"6"6"6"6" 9" 807.85 SBH B15 6" x 5 6" 10" 8" 6" 6" 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 803.65 SBH B6 797.96 SBH B7 792.93 SBH B8 792.05 SBH R11 790.79 SBH G9 790.59 SBH R12 789.86 SBH G8 788.77 SBH R21 789.45 SBH B25 789.06 SBH P5 792.82 SBH B24 793.10 SBH R20 792.26 SBH B19 793.29 SBH B14797.23 SBH B13 795.13 SBH B18 795.41 SBH B23 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 801.12 SBH R14 798.50 SBH G6 796.38 SBH R19 799.26 SBH R13 802.55 SBH G6 800.88 SBH R10 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7 792.81 SBH P4 788.20 SBH P3 114 ON S/W @HYD 115SCC T/C @HYD 116 SCC T/C @HYD 117 SCC T/C @HYD 118 SCC T/C @HYD 119 SIP 1 W/CAP 122 FCC T/C #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #21281 SANITARY MH RIM=806.68 IE 8" PVC N, S=795.83 #21244 WATER VALVE VAULT RIM=801.47 TP 12" DIP N, S=794.87 #21765 SANITARY MH RIM=788.03 IE 8" PVC E=777.03 #21768 STORM MH RIM=782.96 IE 24" RCP N=777.44 IE 24" RCP S=777.46 #21767 STORM MH RIM=782.14 IE 24" RCP N=777.54 IE 24" RCP S=777.69 IE 15" RCP E=777.74 IE 10" RCP SW=778.04 #21771 SANITARY MH RIM=782.36 IE 8" PVC E, W, S=771.76 #21770 STORM INLET RIM=781.22 IE 10" RCP N=778.42 #21769 STORM INLET RIM=781.20 IE 10" RCP E, S=778.40 IE 15" RCP W, UNABLE TO MEAS. #21766 STORM INLET RIM=781.48 IE 10" RCP NE=778.53 #22005 WATER VALVE VAULT RIM=786.83 TP E, W=781.48 #21772 WATER VALVE VAULT RIM=782.92 TP N, S=776.22 #21774 STORM MH RIM=784.04 IE 24" RCP N=778.89 IE 24" RCP S=778.94 IE 10" RCP E=779.09 #21773 SANITARY MH RIM=784.45 IE 8" PVC N, S=770.15 #21777 STORM INLET RIM=782.85 IE 10" RCP SE=780.15 #21776 STORM MH RIM=783.34 IE 24" RCP N=778.44 IE 10" RCP NE, SE,NW=779.59 IE 15" RCP E=779.84 BOTTOM=777.64 #21775 WATER VALVE VAULT RIM=784.49 TP N, S=778.49 EXISTINGBUILDING EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING SBM #2 NO ACCESSTO YARD ATTIME OF SURVEY EXISTING BUILDING EXISTINGBUILDING EXISTING BUILDING EXISTINGBUILDINGPOOL WOOD FENCE WOOD DECK WOOD DECK WOOD DECK WOOD DECK CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOODFENCE WOOD FENCE WOOD FENCE WOODFENCE WOOD FENCEMATCH LINEREVISIONS 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 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3340' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.62 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE N:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:43:35 AM Section 4 x General Exhibits - General Exhibits - Project Location Map - Aerial Map - USGS Topographic Map - USGS Hydrologic Atlas - FEMA FIRM - Flood Zones of McHenry County, Illinois, Map - National Wetland Inventory Map - Soil Survey of McHenry County 1,000 0 1,000 2,000 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX1_Project Loc Map_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 1 EXHIBIT: Authentix - Mchenry McHenry Illinois PROJECT LOCATION MAP ESRI World Street Map Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX2_Aerial Map_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 2 EXHIBIT: Authentix - Mchenry McHenry Illinois AERIAL MAP Aerial Imagery (2019) Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX3_Topographic Map_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 3 EXHIBIT: Authentix - Mchenry McHenry Illinois USGS TOPOGRAPHIC MAP USGS TOPOGRAPHIC MAP MCHENRY (1992) Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX4_HYDROLOGIC ATLAS Map_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 4 EXHIBIT: Authentix - Mchenry McHenry Illinois USGS HYDROLOGIC ATLAS USGS HYDROLOGIC ATLAS MCHENRY Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX5_FIRM_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 5 EXHIBIT: Authentix - Mchenry McHenry Illinois FEMA FLOOD INSURANCE RATE MAP (FIRM) FEMA Panel # 17111C0207J Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX6_FLOOD ZONES_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 6 EXHIBIT: Authentix - Mchenry McHenry Illinois FLOOD ZONES OF MCHENRY COUNTY ILLINOIS (2019) AERIAL IMAGERY (2019) Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar Legend Flood Zones of McHenry County (2019) FLD_ZONE, ZONE_SUBTY Zone A Zone AE Zone AE, Floodway Zone AH Zone AO Open Water Zone X, 0.2% Annual Chance Flood Hazard Zone X, Protected By Levee Zone X, Depth Less Than 1 ft Zone X Area Not Included R2UBH PEM1C PEM1C PEM1C PEM1C R4SBC PEM1C PEM1Ad PEM1C PEM1Cf PUBHx R5UBH PUBHx PFO1C PEM1C PUBFPABF PUBHx PUBF R5UBH R5UBH 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX7_NWI Map_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 7 EXHIBIT: Authentix - Mchenry McHenry Illinois NATIONAL WETLANDS INVENTORY (NWI) MAP USGS TOPOGRAPHIC MAP MCHENRY (1992) Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 570B 327B 570B 570C2 1626A 327C2 570B 570B 198A 327D2 327C2 570A 104A 219A 570A 327C2 323C3 570B 87B1153A 791B 570A 327B 570C2 153A 528A 172A 570A 528A 570B 323D3 344A 343A 219A 1330A 327D2 570B 528A 219A 570B 327D2 300 0 300 600 Feet ³ Project Location N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX8_SOIL SURVEY_20776.mxd CLIENT: BASE LAYER:DATE: TITLE: SITE: Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes Avenue Woodridge, IL 60517 630.724.9200 phone www.v3co.com CREATED BY: SCALE: PROJECT NO.: 8 EXHIBIT: Authentix - Mchenry McHenry Illinois SOIL SURVEY OF MCHENRY COUNTY ILLINOIS AERIAL IMAGERY (2019) Continental 523 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar TRAFFIC IMPACT STUDY REPORT FOR: AUTHENTIX AT MCHENRY DEVELOPMENT RICHMOND ROAD (IL ROUTE 31) AND BLAKE ROAD MCHENRY, ILLINOIS PREPARED BY: V3 Companies 7325 Janes Avenue Woodridge, Illinois 60517 V3 Project No. 20776 March 25, 2021 Update April 27, 2021 Traffic Impact Study – Authentix at McHenry McHenry, Illinois - i - TABLE OF CONTENTS I. INTRODUCTION........................................................................................................................1 II. PROJECT CONDITIONS..........................................................................................................4 Land Uses .........................................................................................................................4 Roadway System...............................................................................................................4 Roadway Descriptions...........................................................................................4 Intersection Description .........................................................................................4 Traffic Volumes..................................................................................................................7 Proposed Development.....................................................................................................7 Land Use Development .........................................................................................7 Roadway Development..........................................................................................7 III. TRAFFIC FORECASTS...........................................................................................................9 Project Traffic Volumes .....................................................................................................9 Trip Generation......................................................................................................9 Trip Distribution and Assignment...........................................................................9 Background Traffic Volumes ...........................................................................................10 Future Traffic Volumes ....................................................................................................11 IV. TRAFFIC ANALYSIS ............................................................................................................15 Capacity Analysis ............................................................................................................15 Queue Length Analysis ...................................................................................................16 V. CONCLUSIONS .....................................................................................................................18 Traffic Impact Study – Authentix at McHenry McHenry, Illinois - ii - FIGURES Figure 1: Site Location Map ..........................................................................................................2 Figure 2: Conceptual Site Plan......................................................................................................3 Figure 3: Land Use Map................................................................................................................5 Figure 4: Existing Lane Configuration ...........................................................................................6 Figure 5: Existing Traffic Volume ..................................................................................................8 Figure 6: Project Traffic Volumes................................................................................................12 Figure 7: Background Traffic Volume..........................................................................................13 Figure 8: Future with Project Traffic Volume...............................................................................14 TABLES Table 1: Trip Generation ...............................................................................................................9 Table 2: Trip Distribution .............................................................................................................10 Table 3: CMAP Growth Rates.....................................................................................................11 Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections ..................15 Table 5: Signalized LOS – Richmond Road and Blake Road .....................................................16 Table 6: 95% Queue Length – Richmond Road and Blake Road...............................................17 APPENDICES Appendix A Existing Traffic Counts Appendix B CMAP Correspondence Appendix C Capacity Analysis Worksheets – Existing Appendix D Capacity Analysis Worksheets – Background Appendix E Capacity Analysis Worksheets – Future with Project Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 3 - I. INTRODUCTION V3 Companies has been retained by Continental Properties Co., Inc. to conduct a traffic impact study for a proposed multi-family residential development located on undeveloped land approximately nine hundred feet east of the intersection of Richmond Road (IL Route 31) and Blake Road in McHenry, Illinois. The site is bounded by retail stores to the west, residential neighborhoods to the east and south and undeveloped land to the north. A location map is included as Figure 1. The proposed development consists of multiple two-story, multi-family buildings totaling 288 dwelling units, along with an accompanying clubhouse and amenities. Access to the site is provided as an extension of Blake Road, which currently dead-ends east of the existing retail development. The site plan includes striping a westbound left turn lane on Blake Road at the proposed clubhouse driveway. The conceptual site plan is illustrated in Figure 2. The purpose of this study is to evaluate the potential traffic impacts of the proposed residential development. Traffic estimates are projected to 2027, which is five years beyond the anticipated completion date in 2022. The study area includes the signalized intersection of Richmond Road and Blake Road. This report includes a description of existing conditions, data collection and capacity analysis, evaluation of data, and conclusions. SITE LOCATION MAP FIGURE 1 SITE ILLINOISMCHENRY MCHENRY AUTHENTIX AT NOT TO SCALE CONCEPTUAL SITE PLAN FIGURE 2 ILLINOISMCHENRY MCHENRY AUTHENTIX AT Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 6 - II. PROJECT CONDITIONS Land Uses The land uses near the project site primarily consist of residential and retail uses. The surrounding land uses are illustrated in Figure 3. Roadway System The characteristics of the roadways in the vicinity of the site are presented below. The existing lane configuration in the study area is illustrated in Figure 4. Roadway Descriptions Richmond Road (IL Route 31) is a four-lane, north-south roadway that is classified as a Strategic Regional Arterial (SRA) under State jurisdiction. Richmond Road typically consists of a four-lane cross-section, except where it widens to provide left and right turn lanes at intersections and driveway entrances. Richmond Road has a posted speed limit of 40 mph in both directions in the study area. Sidewalks are provided on both sides of Richmond Road south of Blake Road only. Blake Road is a local street with a variable cross section. Along the retail developments in the area, Blake Road consists of a four lane undivided section west of Richmond Road and a four lane divided (landscaped median) section east of Richmond Road. Blake Road widens approaching Richmond Road to allow for additional turning lanes at the intersection. Blake Road currently terminates at a dead-end at the east edge of the existing retail development east of Richmond Road. Sidewalks are provided on both sides of Blake Road east of Richmond Road. Blake Road is under the jurisdiction of the City of McHenry. The speed limit on Blake Road is assumed to be 25 mph since there are no signs posted in the study area. Intersection Description The intersection of Richmond Road and Blake Road is signalized with an actuated, coordinated timing scheme. Based on signal timing information from IDOT, the traffic signal operates with a 100 second cycle length during the am peak hour and 110 second cycle length during the pm peak hour with coordination occurring on the Richmond Road corridor. The northbound and southbound approaches consists of two left turn lanes, one through lane, and one shared through/right turn lane. The eastbound and westbound approaches consists of two left turn lanes, one through lane, and one right turn lane. All left turn movements operate with protected-only phasing. There are pedestrian signals, sidewalk approaches, ramps and crosswalks at the intersection across the east and south legs of the intersection. RESIDENTIAL LAND USE MAP FIGURE 3 RESIDENTIAL RETAIL RESIDENTIAL RETAIL RESIDENTIAL RETAIL RETAIL RETAIL PARK BLAKE RD MCCULLOM LAKE RD RIVERSIDE DRRICHMOND RD (IL ROUTE 31)ILLINOISMCHENRY MCHENRY AUTHENTIX AT EXISTING LANE CONFIGURATION FIGURE 4 ILLINOISMCHENRY MCHENRY AUTHENTIX AT LEGEND - EXISTING TRAFFIC SIGNAL BLAKE ROAD RICHMOND ROADLIMIT40LIMIT 40LIMIT25 Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 9 - Traffic Volumes To assist in the evaluation of the traffic impact on the roadway system resulting from the proposed development, existing vehicular volumes were collected in the study area. Existing traffic counts were collected on Wednesday, March 10, 2021 at the intersection of Richmond Road and Blake Road. Peak hour traffic counts were collected from 7:00 am to 9:00 am and 4:00 pm to 6:00 pm. The time periods of the traffic counts were selected to coincide with the typical peak demand hours of arterials and collectors similar to the adjacent roadways and the typical peak generating hours of residential developments. The weekday am and weekday pm peak hours occur between 8:00 am to 9:00 am and 4:30 pm to 5:30 pm, respectively. It is worth noting that the ongoing COVID-19 pandemic is likely impacting traffic patterns in the area due to school and business restrictions and changes in office employee procedures. Therefore, an adjustment is needed to account for the potential traffic reductions at the time of the count. An adjustment factor is calculated by comparing the collected peak hour counts to historical counts in the area. It was determined that the recently conducted counts on Richmond Road are approximately 17 percent lower than historical hourly volumes on the corridor during the weekday am peak hour and 14 percent during the weekday pm peak hour. In order to maintain a conservative analysis, a 20 percent COVID-19 adjustment factor was applied to all collected counts to create adjusted 2021 existing volumes. The adjusted existing peak hour volumes are illustrated in Figure 5. A summary of the traffic volumes collected in fifteen-minute increments, historical hourly traffic count data, and IDOT traffic signal timing information is provided in Appendix A. Proposed Development Land Use Development The area surrounding the proposed site is largely built out with retail and residential developments. It is our understanding that there are no known development plans that are likely to alter traffic patterns in the near future. Roadway Development There are no known planned roadway developments that will impact traffic patterns in the study area. The proposed development will be accessed through an extension of Blake Road. The proposed access will not alter any existing driveways in the study area. EXISTING TRAFFIC VOLUMES FIGURE 5 ILLINOISMCHENRY MCHENRY AUTHENTIX AT LEGEND PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 8:00 AM - 9:00 AM (##)- PM PEAK HOUR ## - AM PEAK HOUR BLAKE ROAD RICHMOND ROAD13 (64) 16 (73) 55 (208)31 (84)512 (848)68 (170)79 (251) 19 (60) 82 (198)151 (281)448 (949)68 (211) Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 11 - III. TRAFFIC FORECASTS Project Traffic Volumes Trip Generation The proposed residential development consists of a residential complex consisting of 288 dwelling units. Project traffic is estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The following land use category is used to determine project traffic: Multi-Family Low-Rise Housing (ITE Land Use Code 220) – Low-rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and that have one or two levels (floors). The Trip Generation Manual, 10th Edition assigns trip generation estimates based on a regression equation for each peak period and an independent variable. In this case, dwelling units is the applicable variable for multi-family housing. The am and pm peak hour trip generation equations are selected for weekday, peak hour of adjacent street traffic for one hour from 7:00 am to 9:00 am and 4:00 pm to 6:00 pm. It is worth noting that the clubhouse area is anticipated to generate only a nominal amount of vehicle trips through the clubhouse driveway on Blake Road. The planned uses for the clubhouse consist of a leasing office, resident fitness center, and resident community room. The resident amenities are intended to be accessed primarily through the pedestrian paths throughout the development, which will be encouraged through signage and restrictions on resident parking in the clubhouse parking lot. The leasing office may receive some visits from prospective residents, but many of these are likely to occur outside of the weekday am and weekday pm peak hours. Ultimately, the planned clubhouse uses are typical for a multi-family development and are considered to be included within the ITE trip rates used for the overall site. A summary of trip generation is provided in Table 1. Table 1: Trip Generation Trip Distribution and Assignment The direction from which traffic approaches and departs a site is a function of numerous variables, including location of residences, location of employment centers, location of commercial/retail In Out Total In Out Total Mul tifami l y Housing (Low- Ri se )288 Dwe l l i ng Uni t 30 100 130 95 56 151220 WEEKDAY AM WEEKDAY PMLUCLAND USE SIZE Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 12 - centers, available roadway systems, location and number of access points, and level of congestion on adjacent road systems. The distribution of multi-family housing is based on the location of schools, employment centers, and commercial/retail areas. The largest portion of trips is assigned to Richmond Road to the south, which is the direction of downtown Huntley, as well as major north/south and east/west arterials for regional connectivity. A smaller portion of traffic is assigned to the north on Richmond Road, which provides connectivity to several neighboring communities. The least amount of traffic is assigned to the west on Blake Road, as this route has limited regional connectivity. The overall trip distribution is summarized in Table 2. Table 2: Trip Distribution The directional distributions and assignment of project traffic volume is illustrated in Figure 6. Background Traffic Volumes Background traffic volumes are estimated for the year 2027, which is five years beyond the anticipated build out in 2022. Background growth rates are obtained from the Chicago Metropolitan Agency for Planning (CMAP). These growth rates account for future non-project related growth in the area. The annual average daily traffic (AADT) volumes for Richmond Road were obtained from the IDOT database. AADT volumes on Blake Road are estimated based on the pm peak hour count and an assumed K-Factor of 0.10, which is typical for roadways of this type. A summary of the CMAP growth rates is provided in Table 3 and CMAP correspondence is provided in Appendix B. Table 3: CMAP Growth Rates Cordon Location Distribution Richmond Road - North of Bl ake Road 40% Richmond Road - South of Bl ake Road 55% Blake Road - West of Ri chmond Road 5% 2050 Proj. Bl ake Road, west of Ri chmond Road 7,800 (2021)11,200 43.6%1.3%7.8% Bl ake Road, east of Richmond Road 6,500 (2021)9,300 43.1%1.2%7.7% Ri chmond Road (IL 31)23,700 (2019)30,600 29.1%0.8%5.1% Street AADT Total G rowth from Count Year to 2050 Compounded Yearly Rate Total Growth from 2021 to 2027Existing AADT (Year) Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 13 - The background traffic volumes are illustrated in Figure 7. Future Traffic Volumes The total project trips are added to the background volume to obtain the future with project traffic volumes for the study area intersection. Future with project traffic volumes are depicted in Figure 8. TRAFFIC VOLUMES PROJECT FIGURE 6 ILLINOISMCHENRY MCHENRY AUTHENTIX AT LEGEND PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 8:00 AM - 9:00 AM (##)- PM PEAK HOUR ## - AM PEAK HOUR BLAKE ROAD RICHMOND ROAD40 (22) 5 (3) 55 (31)0 (0)0 (0)12 (38)0 (0) 2 (5) 0 (0)0 (0)0 (0)16 (52)55% 40% 5% TRAFFIC VOLUMES BACKGROUND FIGURE 7 ILLINOISMCHENRY MCHENRY AUTHENTIX AT LEGEND PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 8:00 AM - 9:00 AM (##)- PM PEAK HOUR ## - AM PEAK HOUR NOTE: (FIGURE 5) VOLUME TRAFFIC EXISTING=+ TO 2027 PROJECTIONS CMAP GROWTH TRAFFIC VOLUME 2027 BACKGROUND BLAKE ROAD RICHMOND ROAD14 (69) 17 (79) 59 (224)33 (88)538 (891)71 (179)85 (271) 20 (65) 88 (213)159 (295)471 (997)71 (222) TRAFFIC VOLUMES FUTURE WITH PROJECT FIGURE 8 ILLINOISMCHENRY MCHENRY AUTHENTIX AT LEGEND PM PEAK HOUR: 4:30 PM - 5:30 PM AM PEAK HOUR: 8:00 AM - 9:00 AM (##)- PM PEAK HOUR ## - AM PEAK HOUR (FIGURE 6) =+ VOLUME TRAFFIC PROJECT (FIGURE 7) NOTE: TRAFFIC VOLUME 2027 BACKGROUND VOLUME PROJECT TRAFFIC 2027 FUTURE WITH BLAKE ROAD RICHMOND ROAD54 (91) 22 (82) 114 (255)33 (88)538 (891)83 (217)85 (271) 22 (70) 88 (213)159 (295)471 (997)87 (274) Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 17 - IV. TRAFFIC ANALYSIS Capacity Analysis The operation of a facility is evaluated based on level of service (LOS) calculations obtained by analytical methods defined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 Edition. The concept of LOS is defined as a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. There are six LOS letter designations, from A to F, with LOS A representing the best operating conditions and LOS F the worst. The LOS of an intersection is based on the average control delay per vehicle. For a signalized intersection, the delay is calculated for each lane group and then aggregated for each approach and for the intersection as a whole. Generally, the LOS is reported for the intersection as a whole. For an unsignalized intersection, the delay is only calculated and reported for each minor movement. An overall intersection LOS is not calculated. There are different LOS criteria for signalized and unsignalized intersections primarily due to driver perceptions of transportation facilities. The perception is that a signalized intersection is expected to carry higher traffic volumes and experience a greater average delay than an unsignalized intersection. The LOS criteria for signalized and unsignalized intersections are provided in Table 4. Table 4: Level of Service Definitions for Signalized and Unsignalized Intersections Level of Service Signalized Intersection Control Delay (seconds/vehicle) Unsignalized Intersection Control Delay (seconds/vehicle) A < 10 ≤ 10.0 B > 10.0 and ≤ 20.0 > 10.0 and ≤ 15.0 C > 20.0 and ≤ 35.0 > 15.0 and ≤ 25.0 D > 35.0 and ≤ 55.0 > 25.0 and ≤ 35.0 E > 55.0 and ≤ 80.0 > 35.0 and ≤ 50.0 F > 80.0 > 50.0 Source: Transportation Research Board, Highway Capacity Manual, Sixth Edition, National Research Council, 2016. Typically, various state and local governments adopt standards varying between LOS C and LOS E, depending on the area’s size and roadway characteristics. Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 18 - The study area consists of the signalized intersection of Richmond Road (IL 31) and Blake Road. A capacity analysis was performed with HCS 7 (7.9). Models were created for the weekday am and weekday pm peak hours for the existing, background, and future with project conditions. Results for the signalized intersection of Richmond Road and Blake Road are summarized in Table 5. Supporting HCS analysis reports for the existing, background, and future with project traffic conditions are provided in Appendices C, D, and E respectively. Table 5: Signalized LOS – Richmond Road and Blake Road Based on analysis of adjusted existing volumes, the intersection of Richmond Road and Blake Road operates with low delay. The major approaches on Richmond Road operate at LOS C or better during both the am and pm peak hours. The minor approaches operate at LOS D during both peak hours. The intersection overall operates at LOS B during the am peak hour and LOS C during the pm peak hour. In the background condition, delays tend to increase slightly on most approaches, but the only change in level of service occurs on the northbound approach which falls from LOS B to LOS C during the pm peak hour. It is worth noting that minor delay improvements are observed on some minor street approaches. This is due to the increased side street volumes placing more calls on the intersection approach which extends the effective green times for the side streets and results in a decreases average delay for that approach. Delays again tend to increase slightly with the addition of project related trips. However, no changes in levels of service occur on any approaches when compared to the background condition. It is concluded that no capacity mitigation is warranted at the signalized intersection of Richmond Road and Blake Road since there are no level of service changes between the background and future with project traffic conditions scenarios, all major approaches and the overall intersection operate at LOS C or better, and all minor approaches operate at LOS D or better. Delay (sec)LOS De lay (sec)LOS De lay (sec)LOS Delay (sec)LOS Delay (sec)LOS Ex isti ng (2020)44.3 D 48.5 D 14.6 B 10.7 B 18.3 B Background (2027)44.2 D 48.3 D 14.7 B 10.9 B 18.6 B Future with Proje ct (2027)44.4 D 45.9 D 15.5 B 12.5 B 20.9 C Ex isti ng (2020)47.4 D 48.8 D 22.5 C 21.3 C 28.5 C Background (2027)47.1 D 48.9 D 24.4 C 24.4 C 29.9 C Future with Proje ct (2027)47.9 D 49.4 D 27.3 C 24.9 C 32.1 C Southbound Inte rsection Wee kday AM Wee kday PM Peak Hour Sce nario Eastbound We stbound Northbound Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 19 - Queue Length Analysis Table 6 provides a summary of the 95th percentile queue lengths at the signalized intersection of Richmond Road and Blake Road. Table 6: 95% Queue Length – Richmond Road and Blake Road It is worth noting that the storage lanes on the eastbound approach on Blake Road extend from Richmond Road through the commercial driveway intersection to the west. The lanes are striped for 180 feet from the stop bar, but the roadway segment is 210 feet from the Richmond Road stop bar to where the queue extends to the commercial driveway to the west. In the existing conditions, all existing storage lengths are adequate to serve the 95th percentile queue lengths except the eastbound right turn during the pm peak hour. This queue length of 215 feet exceeds the roadway segment length by 5 feet and has the potential to impair side street operations at the commercial driveway west of Richmond Road. Queues tend to increase in the background scenario, but no additional movements are projected to exceed provided storage. The projected queue length on the eastbound right turn is project to increase to 228 feet, which is an increase of 13 feet over the existing condition. Queue lengths for several movements increase with the addition of project related traffic. However, it is again observed that no additional movements exceed provided storage. The projected queue length on the eastbound right turn during the weekday pm peak hour is 229 feet, Northbound Southbound Left Right Left Right Le ft Left 2021 Ex i sting 55 100 38 16 101 46 2027 Background 59 107 40 17 106 48 2027 Future w/ Proje ct 59 108 76 67 106 55 2021 Ex i sting 172 215 136 69 177 110 2027 Background 185 228 148 74 188 116 2027 Future w/ Proje ct 188 229 173 96 190 145 210 210 200 100 300 150 ---75 200 200 95% Percentile Queue (feet) Wee kday AM Peak Hour Existing Storage Length Existing Tape r Length Wee kday PM Peak Hour ScenarioPeak Hour Eastbound Westbound Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 20 - which is a one-foot increase over the background scenario. The total queue on the eastbound approach exceeds provided storage by 19 feet, which is less than one vehicle. It is concluded that no queue storage mitigation is necessary at the intersection of Richmond Road and Blake Road due to the addition of project related traffic. Traffic Impact Study – Authentix at McHenry McHenry, Illinois - 21 - V. CONCLUSIONS The purpose of this study is to evaluate the traffic impact of the proposed development consisting of 228 low-rise multi-family dwelling units located on Blake Road east of Richmond Road (IL 31). The study area consists of the signalized intersection of Richmond Road and Blake Road A capacity analysis was conducted using HCS 7 for the existing, background, and future with project conditions during the weekday am and pm peak hours at the study area intersections. Traffic estimates are projected to 2027, which is five years beyond the anticipated completion date in 2022. Based on the results of the capacity analysis at Richmond Road and Blake Road, it is found that all movements and the overall intersection operates adequately during the existing, background and future with project traffic conditions scenarios for both peak hours. It is concluded that no capacity mitigation is warranted at the signalized intersection of Richmond Road and Blake Road since there are no level of service changes between the background and future with project traffic conditions scenarios, all major approaches and the overall intersection operate at LOS C or better, and all minor approaches operate at LOS D or better. It is found that the existing storage lengths at the intersection of Richmond Road and Blake Road are adequate for the projected 95th-percentile queue lengths for all movements except the eastbound right turn during the pm peak hour. This movement exceeds the roadway segment length by two feet in the existing scenario and 18 feet in the background scenario. When project related trips are added to the network, the projected queue increases by only one foot resulting in the total projected queue exceeding the provided storage by a total of 19 feet, which is less than one vehicle. It is concluded that no mitigation is necessary on Richmond Road and Blake Road as part of this proposed development. Traffic Impact Study – Authentix at McHenry McHenry, Illinois APPENDIX A EXISTING TRAFFIC COUNTS Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Richmond Rd -- Blake Rd QC JOB #: QC JOB #: 15383801 CITY/STATE: CITY/STATE: McHenry, IL DATE: DATE: Wed, Mar 10 2021 510 451 26 427 57 164 66 11 70 16 0.880.88 13 150 68 46 129 126 373 57 542 556 Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AMPeak 15-Min: 8:45 AM -- 9:00 AM 6.5 8 0 7 5.3 4.9 3 9.1 2.9 6.3 7.7 4.7 5.9 0 4.7 5.6 8.8 3.5 6.3 7.6 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Richmond Rd Richmond Rd (Northbound)(Northbound) Richmond Rd Richmond Rd (Southbound)(Southbound) Blake RdBlake Rd (Eastbound)(Eastbound) Blake RdBlake Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 17 72 11 0 15 103 4 1 11 1 11 0 9 0 1 0 256 7:15 AM 14 90 15 0 9 111 4 0 9 5 8 0 24 2 1 0 292 7:30 AM 22 100 13 2 13 108 6 1 12 0 19 0 5 4 2 0 307 7:45 AM 30 80 11 1 11 118 8 0 13 2 11 0 11 6 1 0 303 1158 8:00 AM 32 86 9 0 8 111 5 1 10 1 18 0 6 2 3 0 292 1194 8:15 AM 27 93 9 1 12 105 8 0 21 4 11 0 11 4 1 0 307 1209 8:30 AM 35 103 15 0 15 102 4 0 13 2 16 0 10 2 4 0 321 1223 8:45 AM 31 91 24 0 21 109 9 0 22 9 23 0 19 5 3 0 366 1286 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 124 364 96 0 84 436 36 0 88 36 92 0 76 20 12 0 1464 Heavy Trucks 8 24 8 4 16 0 4 0 4 0 0 4 72 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/16/2021 12:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Richmond Rd -- Blake Rd QC JOB #: QC JOB #: 15383802 CITY/STATE: CITY/STATE: McHenry, IL DATE: DATE: Wed, Mar 10 2021 919 1057 70 707 142 358 209 53 287 50 0.980.98 61 424 165 173 364 234 791 176 1052 1201 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 1.4 2 1.4 1.6 0.7 0.6 1 0 0 0 0 0.9 1.2 0 0.3 0.4 2.4 0 1.2 1.7 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Richmond Rd Richmond Rd (Northbound)(Northbound) Richmond Rd Richmond Rd (Southbound)(Southbound) Blake RdBlake Rd (Eastbound)(Eastbound) Blake RdBlake Rd (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 74 215 34 5 32 174 16 0 46 5 41 0 38 11 17 0 708 4:15 PM 52 204 48 3 27 200 16 1 42 9 39 0 50 13 10 0 714 4:30 PM 40 201 46 2 30 190 24 0 50 10 38 0 48 12 5 0 696 4:45 PM 61 192 42 0 40 164 18 0 53 18 45 0 42 12 13 0 700 2818 5:00 PM 59 197 48 2 35 180 18 1 42 10 43 0 42 16 20 0 713 2823 5:15 PM 67 201 40 3 33 173 10 3 64 12 39 0 41 21 15 0 722 2831 5:30 PM 44 178 42 1 36 209 21 1 32 7 33 0 48 17 9 0 678 2813 5:45 PM 44 190 40 3 26 179 15 3 26 10 35 0 37 10 14 0 632 2745 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 268 804 160 12 132 692 40 12 256 48 156 0 164 84 60 0 2888 Heavy Trucks 0 12 0 4 12 0 4 0 4 0 0 0 36 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/16/2021 12:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Location ID Start Date 8/13/2019 Type End Date 8/14/2019 Functional Class Start Time 2:00 PM Located On End Time 2:00 PM Between Direction 2-WAY Direction Notes Community Count Source IL 31 MPO_ID File Name D1Submittal19e- 056.mdb HPMS ID Weather Agency Study Owner idotco QC Status Accepted 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 08:00 - 09:00 09:00 - 10:00 10:00 - 11:00 11:00 - 12:00 12:00 - 13:00 13:00 - 14:00 14:00 - 15:00 15:00 - 16:00 16:00 - 17:00 17:00 - 18:00 18:00 - 19:00 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 TOTAL 27999 723 386 182 2005 1697 1275 2121 2259 2127 2062 1979 2103 1398 1613 1952 884 1102 1128 63 150 492 141 80 77 Interval: 60 mins Time Hourly Count Illinois DOT Richmond Rd Johnsburg Rd AND Elm St 2-WAY RINGWOOD Location Info Count Data Info 056 0090 LINK 3 1 Carl Schwarzer From:Keliuotis, Jonas D <Jonas.Keliuotis@illinois.gov> Sent:Monday, April 19, 2021 1:12 PM To:Carl Schwarzer Cc:Pociecha, Lukasz Subject:FW: Traffic Signal Timing Request - IL Route 31 (Richmond Road) & Blake Boulevard, McHenry IL CAUTION: This email originated from outside of V3. Do not click links or open attachments unless you trust the sender. IL 31 & Blake AM (133) 100 sec, Offset 82 Phs: 1 - 15, 2 – 42, 3 – 13, 4 – 30 5 – 15, 6 – 42, 7 – 13, 8 – 30 MD (111) 100 sec, Offset 34 Phs: 1 – 13, 2 – 40, 3 – 13, 4 – 34 5 – 13, 6 – 40, 7 – 18, 8 – 29 PM (122) 110 sec, Offset 50 Phs: 1 – 15, 2 – 57, 3 – 18, 4 – 20 5 – 20, 6 – 52, 7 – 18, 8 – 20 If you have any questions, don’t hesitate to call. Jonas From: Pociecha, Lukasz <Lukasz.Pociecha@Illinois.gov> Sent: Monday, April 19, 2021 11:10 AM To: Keliuotis, Jonas D <Jonas.Keliuotis@illinois.gov> Subject: FW: Traffic Signal Timing Request - IL Route 31 (Richmond Road) & Blake Boulevard, McHenry IL Jonas, Please provide signal timing info to Carl. Thank You Lukasz Pociecha, P.E. Traffic Design Engineer Illinois Department of Transportation Region 1 / District 1 / Bureau of Traffic 201 West Center Court | Schaumburg, IL 60196-1096 P: (847) 705-4420 | E: lukasz.pociecha@illinois.gov Please consider the environment before printing this email From: Carl Schwarzer <cschwarzer@v3co.com> Sent: Monday, April 19, 2021 9:56 AM To: Pociecha, Lukasz <Lukasz.Pociecha@Illinois.gov> Cc: Mike Rechtorik <mrechtorik@v3co.com> Subject: [External] Traffic Signal Timing Request - IL Route 31 (Richmond Road) & Blake Boulevard, McHenry IL Lukasz, 2 Could you please provide the existing signal timing for the intersection of IL-31 (Richmond Road) & Blake Boulevard in McHenry, Illinois? We are working on a traffic study for a site that will be accessed off the east leg of this intersection. At this team I would just like the signal timing at this intersection and confirmation of the extents of the coordinated system on IL-31. Let me know if you have any questions. I appreciate your help on this. Thanks, Carl Schwarzer, P.E. | Project Engineer V3 Companies | 444 N. Wells Street, Suite 602 | Chicago, IL 60654 P 630.729.6251 | C 785.865.6525 | E cschwarzer@v3co.com V3 | Visio, Vertere, Virtute … The Vision to Transform with Excellence LinkedIn | Facebook | Instagram | Twitter | www.v3co.com State of Illinois - CONFIDENTIALITY NOTICE: The information contained in this communication is confidential, may be attorney-client privileged or attorney work product, may constitute inside information or internal deliberative staff communication, and is intended only for the use of the addressee. Unauthorized use, disclosure or copying of this communication or any part thereof is strictly prohibited and may be unlawful. If you have received this communication in error, please notify the sender immediately by return e-mail and destroy this communication and all copies thereof, including all attachments. Receipt by an unintended recipient does not waive attorney-client privilege, attorney work product privilege, or any other exemption from disclosure. Traffic Impact Study – Authentix at McHenry McHenry, Illinois APPENDIX B CMAP CORRESPONDENCE March 18, 2021 Carl Schwarzer, P.E. Project Engineer V3 Companies 444 North Wells Street Suite 602 Chicago, IL 60654 Subject: Richmond Road (IL 31) @ Blake Road IDOT Dear Mr. Schwarzer: In response to a request made on your behalf and dated March 17, 2021, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current Volumes Year 2050 ADT Blake Rd west of Richmond Rd 7,800 11,200 Blake Rd east of Richmond Rd 6,500 9,300 Richmond Rd (IL 31), @ Blake Rd 23,700 30,600 Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2020 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Quigley (IDOT) 2021_CY_TrafficForecast\McHenry\mc-10-21\mc-10-21.docx Traffic Impact Study – Authentix at McHenry McHenry, Illinois APPENDIX C CAPACITY ANALYSIS WORKSHEETS EXISTING HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_AM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 79 19 82 55 16 13 151 448 68 68 512 31 Signal Information Green Yellow Red 4.5 3.1 59.2 3.1 1.1 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 79 19 82 55 16 13 151 448 68 68 512 31 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %3 6 6 0 8 9 6 9 5 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 30.0 13.0 30.0 15.0 42.0 15.0 42.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:10:23 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_AM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 79 19 82 55 16 13 151 448 68 68 512 31 Signal Information Green Yellow Red 4.5 3.1 59.2 3.1 1.1 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 8.8 15.1 7.6 14.0 12.1 68.3 9.0 65.2 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 4.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 4.6 7.4 3.8 2.9 7.0 4.2 Green Extension Time ( g e ), s 0.1 0.7 0.1 0.8 0.6 0.0 0.2 0.0 Phase Call Probability 0.92 1.00 0.82 1.00 1.00 1.00 Max Out Probability 1.00 0.00 0.49 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 90 22 93 63 18 15 172 299 287 77 311 306 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1716 1906 1535 1757 1875 1497 1675 1767 1685 1689 1796 1760 Queue Service Time ( g s ), s 2.6 1.0 5.4 1.8 0.9 0.9 5.0 3.7 4.9 2.2 4.8 5.2 Cycle Queue Clearance Time ( g c ), s 2.6 1.0 5.4 1.8 0.9 0.9 5.0 3.7 4.9 2.2 4.8 5.2 Green Ratio ( g/C )0.04 0.09 0.17 0.03 0.08 0.12 0.08 0.62 0.62 0.04 0.59 0.59 Capacity ( c ), veh/h 146 174 256 110 150 186 254 1100 1050 151 1063 1041 Volume-to-Capacity Ratio ( X )0.613 0.124 0.364 0.567 0.122 0.079 0.675 0.272 0.274 0.512 0.293 0.294 Back of Queue ( Q ), ft/ln ( 95 th percentile)54.7 24.3 99.8 37.8 21.2 16.2 100.5 59.1 69.8 45.5 76.9 79.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.1 0.9 3.8 1.5 0.8 0.6 3.8 2.2 2.8 1.8 2.9 3.2 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.26 0.00 0.48 0.19 0.00 0.16 0.33 0.00 0.00 0.29 0.00 0.00 Uniform Delay ( d 1 ), s/veh 47.1 41.8 36.9 47.8 42.8 38.7 45.0 3.5 4.8 46.7 4.8 5.4 Incremental Delay ( d 2 ), s/veh 4.1 0.5 1.2 4.5 0.5 0.3 3.1 0.6 0.6 2.7 0.7 0.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 51.2 42.2 38.2 52.3 43.3 39.0 48.1 4.1 5.4 49.4 5.5 6.1 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.3 D 48.5 D 14.6 B 10.7 B Intersection Delay, s/veh / LOS 18.3 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.39 B 2.40 B Bicycle LOS Score / LOS 0.83 A 0.65 A 1.11 A 1.06 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:10:23 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_AM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 79 19 82 55 16 13 151 448 68 68 512 31 Signal Information Green Yellow Red 4.5 3.1 59.2 3.1 1.1 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.977 0.953 0.953 1.000 0.938 0.930 0.953 0.930 1.000 0.961 0.945 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.954 0.954 0.980 0.980 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3432 1906 1535 3514 1875 1497 3350 2998 453 3377 3353 203 Proportion of Vehicles Arriving on Green (P)0.04 0.09 0.09 0.03 0.08 0.08 0.08 0.83 0.62 0.04 0.79 0.59 Incremental Delay Factor (k)0.11 0.15 0.15 0.11 0.15 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.04 0.09 0.03 0.08 0.08 0.62 0.04 0.59 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1535 1497 Protected Right Effective Green Time (gR), s 7.6 4.5 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.149 0.000 0.150 0.000 0.079 0.000 0.085 Pedestrian Mcorner / Mcw Bicycle cb / db 182.16 41.31 159.54 42.34 1245.69 7.11 1183.36 8.34 Bicycle Fw / Fv -3.64 0.34 -3.64 0.16 -3.64 0.63 -3.64 0.57 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:10:23 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_AM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 79 19 82 55 16 13 151 448 68 68 512 31 Signal Information Green Yellow Red 4.5 3.1 59.2 3.1 1.1 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)54.7 24.3 99.8 37.8 21.2 16.2 100.5 59.1 69.8 45.5 76.9 79.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.1 0.9 3.8 1.5 0.8 0.6 3.8 2.2 2.8 1.8 2.9 3.2 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.26 0.00 0.48 0.19 0.00 0.16 0.33 0.00 0.00 0.29 0.00 0.00 Control Delay ( d ), s/veh 51.2 42.2 38.2 52.3 43.3 39.0 48.1 4.1 5.4 49.4 5.5 6.1 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.3 D 48.5 D 14.6 B 10.7 B Intersection Delay, s/veh / LOS 18.3 B 51.2 42.2 38.2 52.3 43.3 39.0 48.1 4.1 5.4 49.4 5.56.1 2.1 0.9 3.8 1.5 0.8 0.6 3.8 2.2 2.8 1.8 2.9 3.2 Queue Delay LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:10:23 PM ---Messages --- No errors or warnings exist. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:10:23 PM HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_PM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 251 60 198 208 73 64 281 949 211 170 848 84 Signal Information Green Yellow Red 7.7 3.8 53.7 8.8 1.4 13.6 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 251 60 198 208 73 64 281 949 211 170 848 84 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %1 0 1 0 0 0 0 2 1 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 18.0 20.0 18.0 20.0 20.0 57.0 15.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:12:32 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_PM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 251 60 198 208 73 64 281 949 211 170 848 84 Signal Information Green Yellow Red 7.7 3.8 53.7 8.8 1.4 13.6 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 14.7 21.0 13.3 19.6 15.9 63.5 12.2 59.7 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 4.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 9.9 14.1 8.5 5.7 10.8 7.4 Green Extension Time ( g e ), s 0.3 1.0 0.3 1.8 0.7 0.0 0.3 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 1.00 0.55 0.15 0.06 0.09 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 256 61 202 212 74 65 287 610 573 173 483 468 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1743 2000 1598 1757 2000 1610 1757 1870 1752 1743 1870 1811 Queue Service Time ( g s ), s 7.9 3.0 12.1 6.5 3.7 3.7 8.8 19.3 22.0 5.4 15.1 16.1 Cycle Queue Clearance Time ( g c ), s 7.9 3.0 12.1 6.5 3.7 3.7 8.8 19.3 22.0 5.4 15.1 16.1 Green Ratio ( g/C )0.09 0.14 0.24 0.08 0.12 0.19 0.10 0.52 0.52 0.07 0.49 0.49 Capacity ( c ), veh/h 325 274 385 282 248 312 366 977 915 243 913 883 Volume-to-Capacity Ratio ( X )0.789 0.224 0.525 0.752 0.300 0.209 0.784 0.625 0.627 0.714 0.530 0.530 Back of Queue ( Q ), ft/ln ( 95 th percentile)171.6 69.3 215.6 136.3 86.9 69.1 177.3 265.4 305.8 109.8 236.9 244.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)6.8 2.8 8.6 5.5 3.5 2.8 7.1 10.4 12.2 4.4 9.3 9.8 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.82 0.00 1.03 0.68 0.00 0.69 0.59 0.00 0.00 0.71 0.00 0.00 Uniform Delay ( d 1 ), s/veh 48.8 42.3 36.3 49.5 43.8 37.3 48.1 10.9 13.7 50.1 12.5 13.7 Incremental Delay ( d 2 ), s/veh 7.1 0.6 1.6 4.0 1.0 0.5 3.7 3.0 3.2 3.9 2.2 2.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 55.9 42.9 37.9 53.5 44.8 37.7 51.8 13.9 17.0 54.0 14.7 16.0 Level of Service (LOS)E D D D D D D B B D B B Approach Delay, s/veh / LOS 47.4 D 48.8 D 22.5 C 21.3 C Intersection Delay, s/veh / LOS 28.5 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.41 B 2.42 B Bicycle LOS Score / LOS 1.34 A 1.07 A 1.70 B 1.42 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:12:32 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_PM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 251 60 198 208 73 64 281 949 211 170 848 84 Signal Information Green Yellow Red 7.7 3.8 53.7 8.8 1.4 13.6 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.992 1.000 0.992 1.000 1.000 1.000 1.000 0.984 1.000 0.992 0.984 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.937 0.937 0.968 0.968 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3487 2000 1598 3514 2000 1610 3514 2964 658 3487 3349 332 Proportion of Vehicles Arriving on Green (P)0.09 0.14 0.14 0.08 0.12 0.12 0.10 0.70 0.52 0.07 0.65 0.49 Incremental Delay Factor (k)0.19 0.15 0.15 0.11 0.15 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.09 0.14 0.08 0.12 0.10 0.52 0.07 0.49 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1598 1610 Protected Right Effective Green Time (gR), s 11.4 7.7 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.149 0.000 0.150 0.000 0.101 0.000 0.107 Pedestrian Mcorner / Mcw Bicycle cb / db 273.55 40.98 247.90 42.21 1044.62 12.55 975.85 14.42 Bicycle Fw / Fv -3.64 0.86 -3.64 0.58 -3.64 1.21 -3.64 0.93 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:12:32 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2021 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Existing_PM.xus Project Description 2021 Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 251 60 198 208 73 64 281 949 211 170 848 84 Signal Information Green Yellow Red 7.7 3.8 53.7 8.8 1.4 13.6 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)171.6 69.3 215.6 136.3 86.9 69.1 177.3 265.4 305.8 109.8 236.9 244.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)6.8 2.8 8.6 5.5 3.5 2.8 7.1 10.4 12.2 4.4 9.3 9.8 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.82 0.00 1.03 0.68 0.00 0.69 0.59 0.00 0.00 0.71 0.00 0.00 Control Delay ( d ), s/veh 55.9 42.9 37.9 53.5 44.8 37.7 51.8 13.9 17.0 54.0 14.7 16.0 Level of Service (LOS)E D D D D D D B B D B B Approach Delay, s/veh / LOS 47.4 D 48.8 D 22.5 C 21.3 C Intersection Delay, s/veh / LOS 28.5 C 55.9 42.9 37.9 53.5 44.8 37.7 51.8 13.9 17.0 54.0 14.716.0 6.8 2.8 8.6 5.5 3.5 2.8 7.1 10.4 12.2 4.4 9.39.8 Queue Delay Queue Storage Ratio < 1 Queue Storage Ratio > 1 LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:12:32 PM ---Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds 1.0. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:12:32 PM Traffic Impact Study – Authentix at McHenry McHenry, Illinois APPENDIX D CAPACITY ANALYSIS WORKSHEETS BACKGROUND HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_AM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 20 88 59 17 14 159 471 71 71 538 33 Signal Information Green Yellow Red 4.6 3.3 58.6 3.3 1.2 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 85 20 88 59 17 14 159 471 71 71 538 33 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %3 6 6 0 8 9 6 9 5 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 30.0 13.0 30.0 15.0 42.0 15.0 42.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:21:14 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_AM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 20 88 59 17 14 159 471 71 71 538 33 Signal Information Green Yellow Red 4.6 3.3 58.6 3.3 1.2 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 9.0 15.2 7.8 14.0 12.4 67.9 9.1 64.6 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 4.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 4.8 7.8 3.9 3.0 7.3 4.3 Green Extension Time ( g e ), s 0.1 0.8 0.1 0.8 0.6 0.0 0.2 0.0 Phase Call Probability 0.93 1.00 0.84 1.00 1.00 1.00 Max Out Probability 1.00 0.00 0.58 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 97 23 100 67 19 16 181 314 302 81 327 321 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1716 1906 1535 1757 1875 1497 1675 1767 1685 1689 1796 1759 Queue Service Time ( g s ), s 2.8 1.1 5.8 1.9 1.0 0.9 5.3 4.1 5.3 2.3 5.3 5.8 Cycle Queue Clearance Time ( g c ), s 2.8 1.1 5.8 1.9 1.0 0.9 5.3 4.1 5.3 2.3 5.3 5.8 Green Ratio ( g/C )0.05 0.09 0.17 0.03 0.08 0.13 0.08 0.62 0.62 0.05 0.59 0.59 Capacity ( c ), veh/h 155 175 262 117 150 188 264 1094 1044 155 1053 1031 Volume-to-Capacity Ratio ( X )0.623 0.130 0.382 0.573 0.129 0.085 0.684 0.287 0.289 0.522 0.311 0.312 Back of Queue ( Q ), ft/ln ( 95 th percentile)58.6 25.6 107.2 40.4 22.5 17.4 105.5 64.3 75.3 47.6 84.6 87 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.3 1.0 4.1 1.6 0.8 0.7 4.0 2.4 3.0 1.8 3.2 3.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.28 0.00 0.51 0.20 0.00 0.17 0.35 0.00 0.00 0.31 0.00 0.00 Uniform Delay ( d 1 ), s/veh 46.9 41.7 36.8 47.6 42.8 38.6 44.8 3.7 5.0 46.6 5.1 5.7 Incremental Delay ( d 2 ), s/veh 4.0 0.5 1.3 4.4 0.5 0.3 3.1 0.7 0.7 2.7 0.8 0.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 50.9 42.2 38.1 52.0 43.3 38.9 48.0 4.3 5.7 49.3 5.9 6.5 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.2 D 48.3 D 14.7 B 10.9 B Intersection Delay, s/veh / LOS 18.6 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.39 B 2.40 B Bicycle LOS Score / LOS 0.85 A 0.66 A 1.14 A 1.09 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:21:14 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_AM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 20 88 59 17 14 159 471 71 71 538 33 Signal Information Green Yellow Red 4.6 3.3 58.6 3.3 1.2 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.977 0.953 0.953 1.000 0.938 0.930 0.953 0.930 1.000 0.961 0.945 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.954 0.954 0.979 0.979 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3432 1906 1535 3514 1875 1497 3350 3001 451 3377 3350 205 Proportion of Vehicles Arriving on Green (P)0.05 0.09 0.09 0.03 0.08 0.08 0.08 0.83 0.62 0.05 0.78 0.59 Incremental Delay Factor (k)0.11 0.15 0.15 0.11 0.15 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.05 0.09 0.03 0.08 0.08 0.62 0.05 0.59 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1535 1497 Protected Right Effective Green Time (gR), s 7.9 4.6 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.149 0.000 0.150 0.000 0.079 0.000 0.086 Pedestrian Mcorner / Mcw Bicycle cb / db 183.54 41.24 159.70 42.33 1238.28 7.25 1172.25 8.56 Bicycle Fw / Fv -3.64 0.36 -3.64 0.17 -3.64 0.66 -3.64 0.60 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:21:14 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_AM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 20 88 59 17 14 159 471 71 71 538 33 Signal Information Green Yellow Red 4.6 3.3 58.6 3.3 1.2 8.0 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)58.6 25.6 107.2 40.4 22.5 17.4 105.5 64.3 75.3 47.6 84.6 87 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.3 1.0 4.1 1.6 0.8 0.7 4.0 2.4 3.0 1.8 3.2 3.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.28 0.00 0.51 0.20 0.00 0.17 0.35 0.00 0.00 0.31 0.00 0.00 Control Delay ( d ), s/veh 50.9 42.2 38.1 52.0 43.3 38.9 48.0 4.3 5.7 49.3 5.9 6.5 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.2 D 48.3 D 14.7 B 10.9 B Intersection Delay, s/veh / LOS 18.6 B 50.9 42.2 38.1 52.0 43.3 38.9 48.0 4.3 5.7 49.3 5.96.5 2.3 1 4.1 1.6 0.8 0.7 4 2.4 3 1.8 3.2 3.5 Queue Delay LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:21:14 PM ---Messages --- No errors or warnings exist. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:21:14 PM HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_PM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 65 213 224 79 69 295 997 222 179 891 88 Signal Information Green Yellow Red 7.9 3.9 52.1 9.3 1.4 14.3 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 271 65 213 224 79 69 295 997 222 179 891 88 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %1 0 1 0 0 0 0 2 1 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 18.0 20.0 18.0 20.0 20.0 57.0 15.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 6 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 2.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:34:38 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_PM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 65 213 224 79 69 295 997 222 179 891 88 Signal Information Green Yellow Red 7.9 3.9 52.1 9.3 1.4 14.3 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 15.3 21.8 13.8 20.3 16.3 62.0 12.4 58.1 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 3.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 10.5 15.0 9.0 6.0 11.2 7.6 Green Extension Time ( g e ), s 0.2 0.8 0.4 1.9 0.6 0.0 0.3 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 1.00 0.79 0.21 0.18 0.35 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 277 66 217 229 81 70 301 641 603 183 508 491 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1743 2000 1598 1757 2000 1610 1757 1870 1752 1743 1870 1811 Queue Service Time ( g s ), s 8.5 3.2 13.0 7.0 4.0 4.0 9.2 22.3 25.0 5.6 17.3 18.1 Cycle Queue Clearance Time ( g c ), s 8.5 3.2 13.0 7.0 4.0 4.0 9.2 22.3 25.0 5.6 17.3 18.1 Green Ratio ( g/C )0.10 0.14 0.25 0.08 0.13 0.20 0.11 0.51 0.51 0.07 0.47 0.47 Capacity ( c ), veh/h 341 286 401 299 261 326 378 952 892 251 885 857 Volume-to-Capacity Ratio ( X )0.811 0.232 0.542 0.766 0.309 0.216 0.796 0.673 0.676 0.728 0.573 0.573 Back of Queue ( Q ), ft/ln ( 95 th percentile)185.4 74.7 227.5 148.4 93.5 73.7 187.8 299.3 348.1 115.7 262.9 270.7 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.4 3.0 9.0 5.9 3.7 2.9 7.5 11.8 13.9 4.6 10.4 10.8 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.88 0.00 1.08 0.74 0.00 0.74 0.63 0.00 0.00 0.75 0.00 0.00 Uniform Delay ( d 1 ), s/veh 48.6 41.8 35.7 49.3 43.3 36.6 47.9 12.3 15.2 50.0 13.9 15.1 Incremental Delay ( d 2 ), s/veh 7.3 0.6 1.6 4.9 0.9 0.5 4.6 3.8 4.1 4.0 2.7 2.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 55.9 42.3 37.4 54.2 44.3 37.1 52.5 16.1 19.3 54.0 16.6 17.9 Level of Service (LOS)E D D D D D D B B D B B Approach Delay, s/veh / LOS 47.1 D 48.9 D 24.4 C 22.9 C Intersection Delay, s/veh / LOS 29.9 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.41 B 2.42 B Bicycle LOS Score / LOS 1.41 A 1.11 A 1.76 B 1.46 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:34:38 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_PM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 65 213 224 79 69 295 997 222 179 891 88 Signal Information Green Yellow Red 7.9 3.9 52.1 9.3 1.4 14.3 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.992 1.000 0.992 1.000 1.000 1.000 1.000 0.984 1.000 0.992 0.984 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.937 0.937 0.968 0.968 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3487 2000 1598 3514 2000 1610 3514 2964 658 3487 3350 331 Proportion of Vehicles Arriving on Green (P)0.10 0.14 0.14 0.08 0.13 0.13 0.11 0.68 0.51 0.07 0.63 0.47 Incremental Delay Factor (k)0.17 0.15 0.15 0.13 0.15 0.15 0.13 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.10 0.14 0.08 0.13 0.11 0.51 0.07 0.47 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1598 1610 Protected Right Effective Green Time (gR), s 11.8 7.9 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.148 0.000 0.149 0.000 0.104 0.000 0.109 Pedestrian Mcorner / Mcw Bicycle cb / db 286.39 40.38 260.80 41.59 1017.94 13.26 946.69 15.25 Bicycle Fw / Fv -3.64 0.92 -3.64 0.63 -3.64 1.27 -3.64 0.97 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:34:38 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name BG_PM.xus Project Description 2027 Background Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 65 213 224 79 69 295 997 222 179 891 88 Signal Information Green Yellow Red 7.9 3.9 52.1 9.3 1.4 14.3 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)185.4 74.7 227.5 148.4 93.5 73.7 187.8 299.3 348.1 115.7 262.9 270.7 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.4 3.0 9.0 5.9 3.7 2.9 7.5 11.8 13.9 4.6 10.4 10.8 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.88 0.00 1.08 0.74 0.00 0.74 0.63 0.00 0.00 0.75 0.00 0.00 Control Delay ( d ), s/veh 55.9 42.3 37.4 54.2 44.3 37.1 52.5 16.1 19.3 54.0 16.6 17.9 Level of Service (LOS)E D D D D D D B B D B B Approach Delay, s/veh / LOS 47.1 D 48.9 D 24.4 C 22.9 C Intersection Delay, s/veh / LOS 29.9 C 55.9 42.3 37.4 54.2 44.3 37.1 52.5 16.1 19.3 54.0 16.617.9 7.4 3 9 5.9 3.7 2.9 7.5 11.8 13.9 4.6 10.410.8 Queue Delay Queue Storage Ratio < 1 Queue Storage Ratio > 1 LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:34:38 PM ---Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds 1.0. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:34:38 PM Traffic Impact Study – Authentix at McHenry McHenry, Illinois APPENDIX E CAPACITY ANALYSIS WORKSHEETS FUTURE WITH PROJECT HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Fwp_AM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 22 88 114 22 54 159 471 87 83 538 33 Signal Information Green Yellow Red 5.0 2.8 56.7 4.5 1.0 8.9 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 85 22 88 114 22 54 159 471 87 83 538 33 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %3 6 6 0 8 9 6 9 5 7 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 13.0 30.0 13.0 30.0 15.0 42.0 15.0 42.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:25:31 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Fwp_AM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 22 88 114 22 54 159 471 87 83 538 33 Signal Information Green Yellow Red 5.0 2.8 56.7 4.5 1.0 8.9 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 9.0 14.9 10.1 15.9 12.4 65.5 9.5 62.7 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 4.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 4.8 7.8 5.6 5.6 7.3 4.7 Green Extension Time ( g e ), s 0.1 1.1 0.1 1.1 0.6 0.0 0.3 0.0 Phase Call Probability 0.93 1.00 0.97 1.00 1.00 1.00 Max Out Probability 1.00 0.00 1.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 97 25 100 130 25 61 181 325 309 94 327 321 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1716 1906 1535 1757 1875 1497 1675 1767 1670 1689 1796 1759 Queue Service Time ( g s ), s 2.8 1.2 5.8 3.6 1.2 3.6 5.3 5.0 6.5 2.7 5.9 6.4 Cycle Queue Clearance Time ( g c ), s 2.8 1.2 5.8 3.6 1.2 3.6 5.3 5.0 6.5 2.7 5.9 6.4 Green Ratio ( g/C )0.05 0.09 0.17 0.06 0.10 0.15 0.08 0.60 0.60 0.05 0.57 0.57 Capacity ( c ), veh/h 155 169 257 196 186 224 264 1052 995 169 1018 997 Volume-to-Capacity Ratio ( X )0.623 0.148 0.389 0.662 0.134 0.274 0.686 0.309 0.311 0.557 0.322 0.322 Back of Queue ( Q ), ft/ln ( 95 th percentile)58.6 28.3 107.8 76 28.2 67.4 105.6 80.2 93.6 55.4 96 97.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.3 1.1 4.1 3.0 1.1 2.5 4.0 3.0 3.7 2.1 3.6 3.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.28 0.00 0.51 0.38 0.00 0.67 0.35 0.00 0.00 0.36 0.00 0.00 Uniform Delay ( d 1 ), s/veh 46.9 42.1 37.1 46.3 41.1 37.7 44.9 4.7 6.3 46.4 6.0 6.6 Incremental Delay ( d 2 ), s/veh 4.0 0.6 1.4 3.8 0.5 0.9 3.1 0.8 0.8 2.8 0.8 0.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 50.9 42.6 38.4 50.1 41.6 38.7 48.0 5.4 7.1 49.2 6.8 7.5 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.4 D 45.9 D 15.5 B 12.5 B Intersection Delay, s/veh / LOS 20.9 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.39 B 2.40 B Bicycle LOS Score / LOS 0.85 A 0.84 A 1.16 A 1.10 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:25:31 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Fwp_AM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 22 88 114 22 54 159 471 87 83 538 33 Signal Information Green Yellow Red 5.0 2.8 56.7 4.5 1.0 8.9 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.977 0.953 0.953 1.000 0.938 0.930 0.953 0.930 1.000 0.961 0.945 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.946 0.946 0.979 0.979 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3432 1906 1535 3514 1875 1497 3350 2903 534 3377 3350 205 Proportion of Vehicles Arriving on Green (P)0.05 0.09 0.09 0.06 0.10 0.10 0.08 0.79 0.60 0.05 0.76 0.57 Incremental Delay Factor (k)0.11 0.15 0.15 0.11 0.15 0.15 0.11 0.50 0.50 0.11 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.05 0.09 0.06 0.10 0.08 0.60 0.05 0.57 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 0 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1535 1497 Protected Right Effective Green Time (gR), s 7.9 5.0 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.149 0.000 0.148 0.000 0.084 0.000 0.090 Pedestrian Mcorner / Mcw Bicycle cb / db 177.50 41.52 198.41 40.57 1190.86 8.18 1133.87 9.38 Bicycle Fw / Fv -3.64 0.37 -3.64 0.36 -3.64 0.67 -3.64 0.61 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:25:31 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period AM Peak Hour PHF 0.88 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name Fwp_AM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 85 22 88 114 22 54 159 471 87 83 538 33 Signal Information Green Yellow Red 5.0 2.8 56.7 4.5 1.0 8.9 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)58.6 28.3 107.8 76 28.2 67.4 105.6 80.2 93.6 55.4 96 97.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.3 1.1 4.1 3.0 1.1 2.5 4.0 3.0 3.7 2.1 3.6 3.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.28 0.00 0.51 0.38 0.00 0.67 0.35 0.00 0.00 0.36 0.00 0.00 Control Delay ( d ), s/veh 50.9 42.6 38.4 50.1 41.6 38.7 48.0 5.4 7.1 49.2 6.8 7.5 Level of Service (LOS)D D D D D D D A A D A A Approach Delay, s/veh / LOS 44.4 D 45.9 D 15.5 B 12.5 B Intersection Delay, s/veh / LOS 20.9 C 50.9 42.6 38.4 50.1 41.6 38.7 48.0 5.4 7.1 49.2 6.87.5 2.3 1.1 4.1 3 1.1 2.5 4 3 3.7 2.1 3.6 3.9 Queue Delay LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:25:31 PM ---Messages --- No errors or warnings exist. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:25:31 PM HCS7 Signalized Intersection Input Data General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name FwP_PM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 70 213 255 82 91 295 997 274 217 891 88 Signal Information Green Yellow Red 9.1 2.7 51.3 10.3 0.5 15.1 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Traffic Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v), veh/h 271 70 213 255 82 91 295 997 274 217 891 88 Initial Queue (Qb), veh/h 0 0 0 0 0 0 0 0 0 0 0 0 Base Saturation Flow Rate (so), veh/h 1900 2000 1900 1900 2000 1900 1900 1900 1900 1900 1900 1900 Parking (Nm), man/h None None None None Heavy Vehicles (PHV), %1 0 1 0 0 0 0 2 1 2 Ped / Bike / RTOR, /h 0 0 0 0 0 0 0 0 0 0 0 0 Buses (Nb), buses/h 0 0 0 0 0 0 0 0 0 0 0 0 Arrival Type (AT)3 3 3 3 3 3 3 4 3 3 4 3 Upstream Filtering (I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Width (W), ft 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Turn Bay Length, ft 210 0 210 200 0 100 300 0 155 0 Grade (Pg), %0 0 0 0 Speed Limit, mi/h 25 25 25 25 25 25 40 40 40 40 40 40 Phase Information EBL EBT WBL WBT NBL NBT SBL SBT Maximum Green (Gmax) or Phase Split, s 18.0 20.0 18.0 20.0 20.0 57.0 15.0 52.0 Yellow Change Interval (Y), s 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 Red Clearance Interval ( Rc), s 1.0 1.5 1.0 1.5 1.0 1.5 1.0 1.5 Minimum Green ( Gmin), s 3 8 3 8 3 15 3 15 Start-Up Lost Time ( lt), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green (e), s 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Passage (PT), s 3.0 4.0 3.0 4.0 3.0 7.0 3.0 7.0 Recall Mode Off Off Off Off Min Min Min Min Dual Entry No Yes No Yes No Yes No Yes Walk (Walk), s 0.0 0.0 0.0 0.0 Pedestrian Clearance Time (PC), s 0.0 0.0 0.0 0.0 Multimodal Information EB WB NB SB 85th % Speed / Rest in Walk / Corner Radius 0 No 25 0 No 25 0 No 25 0 No 25 Walkway / Crosswalk Width / Length, ft 9.0 12 0 9.0 12 0 9.0 12 0 9.0 12 0 Street Width / Island / Curb 0 0 No 0 0 No 0 0 No 0 0 No Width Outside / Bike Lane / Shoulder, ft 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking No 0.50 No 0.50 No 0.50 No 0.50 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:37:27 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name FwP_PM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 70 213 255 82 91 295 997 274 217 891 88 Signal Information Green Yellow Red 9.1 2.7 51.3 10.3 0.5 15.1 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 2.0 3.0 2.0 3.0 2.0 4.0 2.0 4.0 Phase Duration, s 15.4 21.6 14.8 21.1 16.3 60.0 13.6 57.3 Change Period, ( Y+R c ), s 4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Max Allow Headway ( MAH ), s 4.2 5.3 4.2 5.3 4.0 0.0 4.0 0.0 Queue Clearance Time ( g s ), s 10.5 15.0 10.0 7.3 11.2 8.8 Green Extension Time ( g e ), s 0.3 0.6 0.3 1.9 0.6 0.0 0.2 0.0 Phase Call Probability 1.00 1.00 1.00 1.00 1.00 1.00 Max Out Probability 1.00 1.00 1.00 0.33 0.30 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 277 71 217 260 84 93 301 671 626 221 508 491 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1743 2000 1598 1757 2000 1610 1757 1870 1731 1743 1870 1811 Queue Service Time ( g s ), s 8.5 3.5 13.0 8.0 4.1 5.3 9.2 26.1 29.1 6.8 17.7 18.5 Cycle Queue Clearance Time ( g c ), s 8.5 3.5 13.0 8.0 4.1 5.3 9.2 26.1 29.1 6.8 17.7 18.5 Green Ratio ( g/C )0.10 0.14 0.25 0.09 0.14 0.22 0.11 0.49 0.49 0.08 0.47 0.47 Capacity ( c ), veh/h 344 284 398 329 274 353 376 918 850 288 872 844 Volume-to-Capacity Ratio ( X )0.803 0.252 0.546 0.790 0.306 0.263 0.800 0.731 0.737 0.769 0.582 0.582 Back of Queue ( Q ), ft/ln ( 95 th percentile)188.3 80.8 228.5 173.1 96.2 96.3 189.7 358.5 411.3 144.6 270 277.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.5 3.2 9.1 6.9 3.8 3.9 7.6 14.1 16.5 5.7 10.6 11.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.90 0.00 1.09 0.87 0.00 0.96 0.63 0.00 0.00 0.93 0.00 0.00 Uniform Delay ( d 1 ), s/veh 48.5 42.0 35.9 48.8 42.8 35.6 48.0 14.2 17.8 49.4 14.4 15.7 Incremental Delay ( d 2 ), s/veh 8.7 0.7 1.8 7.2 0.9 0.6 5.4 5.1 5.7 6.6 2.8 2.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 57.2 42.7 37.7 56.0 43.6 36.1 53.3 19.3 23.5 56.1 17.3 18.6 Level of Service (LOS)E D D E D D D B C E B B Approach Delay, s/veh / LOS 47.9 D 49.4 D 27.3 C 24.9 C Intersection Delay, s/veh / LOS 32.1 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.46 B 2.46 B 2.42 B 2.42 B Bicycle LOS Score / LOS 1.42 A 1.21 A 1.81 B 1.49 A Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:37:27 PM HCS7 Signalized Intersection Intermediate Values General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name FwP_PM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 70 213 255 82 91 295 997 274 217 891 88 Signal Information Green Yellow Red 9.1 2.7 51.3 10.3 0.5 15.1 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (fw)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Heavy Vehicles and Grade Factor (fHVg)0.992 1.000 0.992 1.000 1.000 1.000 1.000 0.984 1.000 0.992 0.984 1.000 Parking Activity Adjustment Factor (fp)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Bus Blockage Adjustment Factor (fbb)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Area Type Adjustment Factor (fa)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fLU)0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 0.971 1.000 1.000 Left-Turn Adjustment Factor (fLT)0.952 0.000 0.952 0.000 0.952 0.000 0.952 0.000 Right-Turn Adjustment Factor (fRT)0.000 0.847 0.000 0.847 0.926 0.926 0.968 0.968 Left-Turn Pedestrian Adjustment Factor (fLpb)1.000 1.000 1.000 1.000 Right-Turn Ped-Bike Adjustment Factor (fRpb)1.000 1.000 1.000 1.000 Work Zone Adjustment Factor (fwz)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 DDI Factor (fDDI)1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 3487 2000 1598 3514 2000 1610 3514 2828 773 3487 3350 331 Proportion of Vehicles Arriving on Green (P)0.10 0.14 0.14 0.09 0.14 0.14 0.11 0.65 0.49 0.08 0.62 0.47 Incremental Delay Factor (k)0.22 0.15 0.17 0.19 0.15 0.15 0.15 0.50 0.50 0.17 0.50 0.50 Signal Timing / Movement Groups EBL EBT/R WBL WBT/R NBL NBT/R SBL SBT/R Lost Time (tL)4.5 6.0 4.5 6.0 4.5 6.0 4.5 6.0 Green Ratio (g/C)0.10 0.14 0.09 0.14 0.11 0.49 0.08 0.47 Permitted Saturation Flow Rate (sp), veh/h/ln 0 0 0 1350 0 0 0 0 Shared Saturation Flow Rate (ssh), veh/h/ln Permitted Effective Green Time (gp), s 0.0 0.0 0.0 14.0 0.0 0.0 0.0 0.0 Permitted Service Time (gu), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Permitted Queue Service Time (gps), s Time to First Blockage (gf), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Service Time Before Blockage (gfs), s Protected Right Saturation Flow (sR), veh/h/ln 1598 1610 Protected Right Effective Green Time (gR), s 11.8 9.1 Multimodal EB WB NB SB Pedestrian Fw / Fv 1.710 0.000 1.710 0.000 1.710 0.000 1.710 0.000 Pedestrian Fs / Fdelay 0.000 0.148 0.000 0.149 0.000 0.107 0.000 0.110 Pedestrian Mcorner / Mcw Bicycle cb / db 283.81 40.50 273.85 40.97 981.72 14.26 932.63 15.66 Bicycle Fw / Fv -3.64 0.93 -3.64 0.72 -3.64 1.32 -3.64 1.01 Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:37:27 PM HCS7 Signalized Intersection Results Graphical Summary General Information Intersection Information Agency V3 Co.Duration, h 0.250 Analyst BK Analysis Date Apr 23, 2021 Area Type Other Jurisdiction McHenry County Time Period PM Peak Hour PHF 0.98 Urban Street Blake Road Analysis Year 2027 Analysis Period 1> 7:00 Intersection Blake Road and Richmo…File Name FwP_PM.xus Project Description 2027 Future with Project Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 271 70 213 255 82 91 295 997 274 217 891 88 Signal Information Green Yellow Red 9.1 2.7 51.3 10.3 0.5 15.1 3.5 0.0 4.5 3.5 0.0 4.5 1.0 0.0 1.5 1.0 0.0 1.5 1 2 3 4 5 6 7 8 Cycle, s 110.0 Reference Phase 2 Offset, s 0 Reference Point Begin Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Back of Queue ( Q ), ft/ln ( 95 th percentile)188.3 80.8 228.5 173.1 96.2 96.3 189.7 358.5 411.3 144.6 270 277.8 Back of Queue ( Q ), veh/ln ( 95 th percentile)7.5 3.2 9.1 6.9 3.8 3.9 7.6 14.1 16.5 5.7 10.6 11.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.90 0.00 1.09 0.87 0.00 0.96 0.63 0.00 0.00 0.93 0.00 0.00 Control Delay ( d ), s/veh 57.2 42.7 37.7 56.0 43.6 36.1 53.3 19.3 23.5 56.1 17.3 18.6 Level of Service (LOS)E D D E D D D B C E B B Approach Delay, s/veh / LOS 47.9 D 49.4 D 27.3 C 24.9 C Intersection Delay, s/veh / LOS 32.1 C 57.2 42.7 37.7 56.0 43.6 36.1 53.3 19.3 23.5 56.1 17.318.6 7.5 3.2 9.1 6.9 3.8 3.9 7.6 14.1 16.5 5.7 10.611.1 Queue Delay Queue Storage Ratio < 1 Queue Storage Ratio > 1 LOS A LOS B LOS C LOS D LOS E LOS F Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:37:27 PM ---Messages --- WARNING: Since queue spillover from turn lanes and spillback into upstream intersections is not accounted for in the HCM procedures, use of a simulation tool may be advised in situations where the Queue Storage Ratio exceeds 1.0. ---Comments --- Copyright © 2021 University of Florida, All Rights Reserved.HCS™ Streets Version 7.9 Generated: 4/26/2021 3:37:27 PM MEMO Page 1 To: Ross Polerecky – City of McHenry From: Chad Pieper – HR Green Cc: Greg Gruen – City of McHenry Subject: Blake Farms Residential Development Sewer Model Project No. 201335 Date: January 22, 2021 The City of McHenry has requested HR Green to analyze the impact of the possible Blake Farms Residential Development on the existing sewer system . The flows will be based on the supplied parameters of 288 units. The following table shows the estimated flows. Dwelling Type Number of Dwellings PE per Dwelling PE Studio 32 1.0 32 1-Bedroom 112 1.5 168 2-Bedroom 112 3.0 336 3-Bedroom 32 3.0 96 Clubhouse 1 7.0 7 Total 639 Based on the table above, the development will generate 63,900 gallons per day (average). A 3.86 peak factor will produce a design peak flow of 246,654 gallons per day. Four scenarios were run to show the effect of the addition of the above flows from th e proposed development. The scenarios include existing system at 100-year storm, 100-year storm with added peak flow at manhole on Route 31, existing system dry weather, and dry weather with added peak flow at manhole on Route 31. A map of the sanitary system that was modeled is included below. The results from this study show that the downstream sanitary sewer system does have capacity to accommodate the proposed development. Scenario 1: Existing System at 100-Year Storm Event The scenario was computed, and the pipe run from the proposed discharge location of the development along Route 31 to the North Riverside Pump Station was analyzed. The model calculates a 48-hour time span. A 24-hour diurnal pattern is assigned to show demand peaks within the system. Exhibit 1 is an information table that shows the physical characteristics of Page 2 each pipe along with the flow data, pipe capacity, and percentage of pipe capacity used. The stretch of pipe after Court St. shows high percentage of capacity bein g used including one pipe above 100%. There are two reasons that attribute to this. The slope of these pipes is very small almost zero on some based on the survey that was complete before this model was originally completed. The second reason is a modeling issue. All of the catchment storm flow is added up and placed as a point load on one manhole, which is right before this stretch of pipe. This is how the model functioned when the model was completed in 2008. In reality the catchment would be over a larger area and would enter the system gradually and not all at one point. Overall, the system handles 100-year storm flow. Scenario 2: 100-Year Storm Event with Proposed Development This scenario included adding the peak flow from the development of 246,654 gpd (171.3 gpm) to the manhole on Route 31 at the end of Blake Rd. The scenario completed the same model calculations. Exhibit 2 is an information table that shows the physical characteristics of each pipe along with the flow data, pipe capacity, and percentage of pipe capacity used. With the proposed development included, the percent capacity used increased between 5 -10% in most of the system. The same issue appears with the stretch of pipe after Court St. The added demand from the development can be handled by the existing sewer system. Scenario 3: Existing System Dry Weather Scenario 1 and 2 showed the worst-case scenario with the 100-year storm and the added development. These scenarios show that the current system could handle the proposed development. Scenario 3 and 4 will show the effect of the development on an average dry weather day. The same model calculations were computed. Exhibit 3 shows the physical characteristics of each pipe along with the flow data, pipe capacity, and per centage of pipe capacity used. Each pipe is well below the pipe capacity. Scenario 4: Dry Weather with Proposed Development The 171.3 gpm was added at Blake Rd and Route 31 intersection to show the effect of the development. Exhibit 4 shows the physical characteristics of each pipe along with the flow data, pipe capacity, and percentage of pipe capacity used. The added demand increased the percent capacity used; however, most of the pipes remained below 35% capacity. Scenario 5: Connect Development to 8” Main Across Blake Drive The existing model did not include the 8” sewer main that runs through the shopping center across Blake Drive from the proposed development. Assuming a minimum slope of 0.40 per 100 ft of pipe for an 8” pipe, the maximum flow through the 8” pipe would be about 343 gpm based on the Manning’s pipe flow calculation with a roughness coefficient of 0.013 (that was used in the existing model). The proposed development’s peak demand is 171.3 gpm. That calculates to 49.9% of the total capacity. The existing sewer main only serves the shopping center across from Blake Drive. These commercial buildings will have very min imal demand added to the system. Therefore, connecting the development to the 8” pipe across Blake Drive is a viable option. Page 3 Demand Location Scenario 5 Connection Development Location McHENRY-LAKE COUNTY SOIL & WATER CONSERVATION DISTRICT NATURAL RESOURCES INFORMATION REPORT 21-011-4333 March 9, 2021 This report has been prepared for: Continental 601 Fund LLC Contact Person: Ben Lang PREPARED BY: McHENRY-LAKE COUNTY SOIL & WATER CONSERVATION DISTRICT 1648 S. EASTWOOD DR. WOODSTOCK, IL 60098 PHONE: (815) 338-0444 www.mchenryswcd.org The McHenry-Lake County Soil & Water Conservation District is an equal opportunity provider and employer. EXECUTIVE SUMMARY OF NRI REPORT #21-011-4333 It is the opinion of the McHenry County Soil and Water Conservation District Board of Directors that this report as summarized on these pages are pertinent to the requested zoning change. The soil information provided in this report is generated from maps and data obtained in McHenry County Soil Survey. Groundwater Contamination Potential and Recharge Areas: Aquifer Sensitivity Map (*This is the area beneath the soil profile down to bedrock) The Geologic features map indicates the parcel is comprised of A4 geologic limitations. A4 (red areas on map) has a high aquifer contamination potential. Sensitive Aquifer Recharge Areas (Includes the soil profile and underlying geology). The Sensitive Aquifer Recharge Map indicates the parcel is within an area designated as Sensitive Aquifer Recharge. Soil Leachability Map (This is only the soil profile within the parcel from the surface down to approx. 5 feet). The Soil Leachability Index indicates the entire parcel has a moderate leaching potential (blue areas of map) for fertilizers (includes household use). No high leaching potentials were identified. Soil Permeability Map (This is only the soil profile within the parcel from the surface down to approx. 5 feet. Soil permeability is a reflection of the speed in which water (with or without pollutants) can move through the soil profile.) The USDA-NRCS Soil Survey Map of the area indicates 23.12% or 4.69 acres of the parcel has soils which are highly permeable, allowing water to rapidly move through the soil profile. Highly permeable areas are identified in red. Soil Limitations (This evaluates the parcel from the surface down to approximately 5 feet.): Basement Limitations The NRCS Soils Survey indicates there are no soils with a severe limitation for basements, slabs or commercial buildings. Erosion Ratings The NRCS Soils Survey indicates that 3.41 acres or 16.81% of the parcel have a severe erosion rating (identified in green). The McHenry SWCD can help the petitioner by reviewing erosion control plans. Prime Farmland Soils The Natural Resources Conservation Service (NRCS) Soil Survey indicates that approximately 100% of the parcel is comprised of prime farmland soils. Hydric Soils The NRCS Soil Survey indicates there are no hydric soils on the parcel. Floodplain Information: The Flood Insurance Rate Map Indicates 100-year floodplain is not present on this parcel. Flood of Record Map (Hydrologic Atlas) The Flood of Record Map for this area indicates previous flooding has not occurred on this parcel. Wetland Information: USDA-NRCS Wetland Inventory The NRCS Wetlands Inventory indicates there are no wetlands on the parcel. ADID Wetland Inventory The ADID Wetland Study indicates there are no wetlands on the parcel. *Although the aerial indicates the possible presence of wetlands within the western portion of the parcel, the site visit proved otherwise. The site visit indicates the presence a hydrophytic (water loving) vegetation but lacks the hydric soils to classify it as wetland. The area is disturbed, and that disturbance is causing the water to pool, providing the ideal conditions for the vegetation. Cultural Resources: None identified Woodlands: There are a few mature trees along the eastern border of the parcel. Agricultural Areas: Office Maps indicate there are no agricultural areas on the parcel in question. McHenry County Natural Areas Inventory: Office maps indicate McHenry County Natural Areas Inventory Site MCH13 – Route 31 Meadow is north and east of the parcel. This sedge meadow is threatened by brush encroachment, cattail expansion, Purple Loosestrife, Reed Canary Grass and Development. 1 NATURAL RESOURCE INFORMATION REPORT (NRI) NRI Report Number 21-011-4333 Date District Board Reviews Application Staff Review Only Applicant’s Name Continental 601 Fund, LLC Size of Parcel 20.55 acres Zoning Change Integrated Design District (City of McHenry) Parcel Index Number(s) 09-23-400-004, 09-23-400-031 Common Location Undefined Contact Person Ben Lang Copies of this report or notification of the proposed land-use change were provided to: yes no The Applicant x The Applicant’s Legal Representation x The Local/Township Planning Commission x The Village/City/County Planning and Zoning Department or Appropriate Agency x The McHenry-Lake County Soil & Water Conservation District x Report Prepared By: Spring M. Duffey Position: Executive Director 2 Contents Page PURPOSE & INTENT………………………………………………………… 3 PARCEL LOCATION………………………………………………………… 4 ARCHAEOLOGIC/CULTURAL RESOURCES INFORMATION………….. 5 ECOLOGICALLY SENSITIVE AREAS…..……………………………….… 5 WOODLANDS………………………………………………………………… 9 GEOLOGIC INFORMATION………………………………………………… 10 AQUIFER SENSITIVITY MAP…………………………………………………….. 10 SENSITIVE AQUIFER RECHARGE AREAS…………………………………………………. 11 SOILS INFORMATION..……………………………………………………… 13 SOILS MAP………………………………………………………………………. 14 SOIL MAP UNIT DESCRIPTIONS…………………………………………………. 15 SOILS INTERPRETATIONS EXPLANATION……………………………… 15 SOIL LEACHABILITY………………………………………………………………………… 16 SOIL PERMEABILITY………………………………………………………………………… 18 BUILDING LIMITATIONS………..………………………………………………… 20 SOIL EROSION & SEDIMENT CONTROL..………………………………… 21 PRIME FARMLAND SOILS………………………………………………….. 23 AGRICULTURAL AREAS……………………………………………………. 24 LAND EVALUATION AND SITE ASSESSMENT (LESA)………………… 24 DRAINAGE, RUNOFF AND FLOOD INFORMATION…………..………… 26 FLOOD OF RECORD MAP………………………..………………………………….. 28 2 FOOT TOPOGRAPHIC MAP………………………………………………………………. 29 FLOOD INSURANCE RATE MAP………………………………………………… 30 WATERSHED PLANS…………………………………………………….……………… 31 WETLAND INFORMATION………………………………………………… 33 NRCS WETLAND MAP………………………………………………………….. 34 ADID WETLANDS………………………………………………………………. 35 HYDRIC SOILS……………………………………………………………….. 37 WETLAND AND FLOODPLAIN REGULATIONS………………………… 38 THREATENED & ENDANGERED SPECIES………………………………. 39 GLOSSARY…………………………………………………………………… 40 REFERENCES………………………………………………………………… 42 3 PURPOSE AND INTENT The purpose of this report is to inform officials of the local governing body and other decision-makers with natural resource information. This information may be useful when undertaking land use decisions concerning variations, amendments or relief of local zoning ordinances, proposed subdivision of vacant or agricultural lands and the subsequent development of these lands. This report is a requirement under Section 22.02a of the Illinois Soil and Water Conservation Districts Act. The intent of this report is to present the most current natural resource information available in a readily understandable manner. It contains a description of the present site conditions, the present resources, and the potential impacts that the proposed change may have on the site and its resources. The natural resource information was gathered from standardized data, on-site investigations and information furnished by the petitioner. This report must be read in its entirety so that the relationship between the natural resource factors and the proposed land use change can be fully understood. Due to the limitations of scale encountered with the various resource maps, the property boundaries depicted in the various exhibits in this report provide a generalized representation of the property location and may not precisely reflect the legal description of the PIQ (Parcel in Question). This report, when used properly, will provide the basis for proper land use change decisions and development while protecting the natural resource base of the county. It should not be used in place of detailed environmental and/or engineering studies that are warranted under most circumstances, but in conjunction with those studies. The conclusions of this report in no way indicate that a certain land use is not possible, but it should alert the reader to possible problems that may occur if the capabilities of the land are ignored. Any questions on the technical data supplied in this report or if anyone feels that they would like to see more additional specific information to make the report more effective, please contact: McHenry-Lake County Soil & Water Conservation District 1648 S. Eastwood Dr. Woodstock, IL 60098 Phone: (815) 338-0444 ext. 3 www.mchenryswcd.org E-mail: Spring.Duffey@il.nacdnet.net 4 PARCEL LOCATION Location Map for Natural Resources Information Report # 21-011-4333 In the Southeast Quarter of Section 14, Township 45 North, Range 8 East, on 20.55 acres. This parcel is located east of the intersection of Blake Boulevard and Illinois Route 31, McHenry, IL. 5 ARCHAEOLOGIC/CULTURAL RESOURCES Simply stated, cultural resources are all the past activities and accomplishments of people. They include the following: buildings; objects made or used by people; locations; and less tangible resources, such as stories, dance forms, and holiday traditions. The Soil and Water Conservation District most often encounters cultural resources as historical properties. These may be prehistoric or historical sites, buildings, structures, features, or objects. The most common type of historical property that the Soil and Water Conservation District may encounter is non-structural archaeological sites. These sites often extend below the soil surface, and must be protected against disruption by development or other earth moving activity if possible. Cultural resources are non-renewable because there is no way to “grow” a site to replace a disrupted site. Landowners with historical properties on their land have ownership of that historical property. However, the State of Illinois owns all of the following: human remains, grave markers, burial mounds, and artifacts associated with graves and human remains. Non-grave artifacts from archaeological sites and historical buildings are the property of the landowner. The landowner may choose to disturb a historical property, but may not receive federal or state assistance to do so. If an earth moving activity disturbs human remains, the landowner must contact the county coroner within 48 hours. Office maps do not indicate historical features on the parcel in question. (PIQ) ECOLOGICALLY SENSITIVE AREAS What is Biological Diversity and Why Should it be Conserved?1 Biological diversity, or biodiversity, is the range of life on our planet. A more thorough definition is presented by botanist Peter H. Raven: “At the simplest level, biodiversity is the sum total of all the plants, animals, fungi and microorganisms in the world, or in a particular area; all of their individual variation; and all of the interactions between them. It is the set of living organisms that make up the fabric of the planet Earth and allow it to function as it does, by capturing energy from the sun and using it to drive all of life’s processes; by forming communities of organisms that have, through the several billion years of life’s history on Earth, altered the nature of the atmosphere, the soil and the water of our Planet; and by making possible the sustainability of our planet through their life activities now.” (Raven 1994) 1Taken from The Conservation of Biological Diversity in the Great Lakes Ecosystem: Issues and Opportunities, prepared by the Nature Conservancy Great Lakes Program 79W. Monroe Street, Suite 1309, Chicago, IL 60603, January 1994 It is not known how many species occur on our planet. Presently, about 1.4 million species have been named. It has been estimated that there are perhaps 9 million more that have not been identified. What is known is that they are vanishing at an unprecedented rate. Reliable estimates show extinction occurring at a rate several orders of magnitude above “background” in some ecological systems. (Wilson 1992, Hoose 1981) The reasons for protecting biological diversity are complex, but they fall into four major categories. First, loss of diversity generally weakens entire natural systems. Healthy ecosystems tend to have many natural checks and balances. Every species plays a role in maintaining this system. When simplified by the loss of diversity, the system becomes more susceptible to natural and artificial perturbations. The chances of a system- wide collapse increase. In parts of the midwestem United States, for example, it was only the remnant areas of natural prairies that kept soil intact during the dust bowl years of the 1930s. (Roush 1982) Simplified ecosystems are almost always expensive to maintain. For example, when synthetic chemicals are relied upon to 6 control pests, the target species are not the only ones affected. Their predators are almost always killed or driven away, exasperating the pest problem. In the meantime, people are unintentionally breeding pesticide-resistant pests. A process has begun where people become perpetual guardians of the affected area, which requires the expenditure of financial resources and human ingenuity to keep the system going. A second reason for protecting biological diversity is that it represents one of our greatest untapped resources. Great benefits can be reaped from a single species. About 20 species provide 90% of the world’s food. Of these 20, just three, wheat, maize and rice-supply over one half of that food. American wheat farmers need new varieties every five to 15 years to compete with pests and diseases. Wild strains of wheat are critical genetic reservoirs for these new varieties. Further, every species is a potential source of human medicine. In 1980, a published report identified the market value of prescription drugs from higher plants at over $3 billion. Organic alkaloids, a class of chemical compounds used in medicines, are found in an estimated 20% of plant species. Yet only 2% of plant species have been screened for these compounds. (Hoose 1981) The third reason for protecting diversity is that humans benefit from natural areas and depend on healthy ecosystems. The natural world supplies our air, our water, our food and supports human economic activity. Further, humans are creatures that evolved in a diverse natural environment between forest and grasslands. People need to be reassured that such places remain. When people speak of “going to the country,” they generally mean more than getting out of town. For reasons of their own sanity and well being, they need a holistic, organic experience. Prolonged exposure to urban monotony produces neuroses, for which cultural and natural diversity cure. Historically, the lack of attention to biological diversity, and the ecological processes it supports, has resulted in economic hardships for segments of the basin’s human population. The final reason for protecting biological diversity is that species and natural systems are intrinsically valuable. The above reasons have focused on the benefits of the natural world to humans. All things possess intrinsic value simply because they exist. Biological Resources Concerning the Subject Parcel As part of the Natural Resources Information Report, staff checks office maps to determine if any nature preserves are within 500 feet of the parcel in question. If there is a nature preserve in the area, then that resource will be identified as part of the report. The SWCD recommends that every effort be made to protect that resource. Such efforts should include, but are not limited to erosion control, sediment control, stormwater management, and groundwater monitoring. Office maps indicate McHenry County Natural Areas Inventory Site MCH13 – Route 31 Meadow is north and east of the parcel. This sedge meadow is threatened by brush encroachment, cattail expansion, Purple Loosestrife, Reed Canary Grass and Development. 7 8 9 WOODLANDS Existing mature trees should be preserved whenever possible. Woodlands provide a large number of benefits such as wildlife habitat, erosion control, air and water quality improvements, as well as aesthetic values. Construction activities can indirectly destroy trees. Oak trees are particularly susceptible to long term, permanent damage caused by construction activities and require special consideration. It is also recommended that invasive non-native species be removed whenever possible. Native woodlands are no longer a common occurrence throughout much of McHenry County. Although forests originally covered nearly 40% of Illinois, today only about 12% of the state is forested, with most of this being secondary growth (Ill. Natural History Survey Reports, Nov/Dec 1993, No. 324). The composition of Illinois forests has changed markedly over the past three decades. 97% of the timberland is classified as hardwood forest. The forest acreage continues to increase from 4.2 million acres in 1985 to 4.3 million acres in 1998. (IL Forest Development Council News, IL DNR, Winter 2001/Volume 2, No. 1). Oak- hickory forests, which had made up half of the acreage, have declined by 14%, and make up 2.1 million acres. This decline is largely a result of wildfire suppression that allows maples to take over. Thus, the acres of maple-beech forest have risen more than 40-fold from 1962 to 1985, to one quarter of the total forest area, 696 thousand acres. Dutch elm disease and the conversion of forested bottomlands to agriculture have resulted in huge declines in the elm-ash-cottonwood forests, 906 thousand acres, falling from one third - one sixth of the Illinois forest area. Elm accounts for the greatest number of individual trees – 412 million. Other species groups with more than 100 million trees include hickory, red oak, sugar/black maple, ash, hackberry, and black cherry. Woodlands provide many benefits such as wildlife habitat, erosion control, air and water quality improvements, and aesthetic values. Forests are responsible for much of the biological diversity in the state. Many species are dependent upon forests for food & shelter, including threatened/endangered species. One of the most serious problems facing Illinois forests is the invasion of exotic plants and animals. Some of the most damaging plants includes European buckthorn, multiflora rose, honeysuckle, purple loosestrife, and garlic mustard. Many trees, particularly hardwoods (especially oaks) are extremely sensitive to construction- induced disturbances. The area most susceptible to damage is within the "drip radius," the ground surface directly beneath the leafy canopy of the tree. Many trees have an extensive system of feeder roots, located within one foot of the surface, and supply the tree with the majority of its moisture and nutrient needs. Construction activities can negatively impact trees in several different ways. Earth-moving activities that stockpile soil near trees can suffocate tree roots that, although buried, require oxygen. Vehicle traffic can compact the soil to a point where the roots no longer function effectively. Grading activities for road cuts and foundations can cause a localized drop in the water table, placing the trees under stress. The placement of pavement or stormwater management facilities near established trees can also radically change soil moisture. The removal of the accumulated organic materials normally present on a woodland floor, and the subsequent establishment of turf lawns, can drastically affect the soil temperature and nutrient balance. Injury to the bark of a tree can increase the chance of the tree being subjected to a potentially harmful disease. If existing trees are to be maintained in a healthy state, the appropriate planning is necessary. Someone with a working knowledge of forestry should assess existing trees to determine which trees should be protected. Some tree species are not considered desirable due to their aggressive growth, behavior, and limited value to local wildlife. Proper management of woodlands and open space includes the selective elimination of such trees and replacement by more desirable species. Trees that are to be saved should be marked and protected with snow fencing or similar material, installed around the drip radius, to prevent root damage, and vehicle traffic should 10 be minimized around the drip line. Contractors should be informed of the intention to preserve trees and be expected to conduct their work accordingly. Tree damage resulting from construction activities may not be apparent for a number of years. While it is recognized that some tree loss is unavoidable, this should be minimized to the extent possible. It is highly recommended that trees lost to development activity be replaced by younger specimens of the native trees now found on the PIQ. GEOLOGIC INFORMATION Geology and the Proposed Land Use As density of septic systems increases, the concern for pollution potential of local groundwater rises. Local geology plays an important role in determining the pollution potential. Groundwater pollution potential is an important factor when determining a specific area's suitability for a given land use. The local Aquifer Sensitivity, McHenry County, Illinois (e.g., septic systems) (Vaiden et al.) geology, is an important element of the natural resource base. This information, when compared to soils information, gives a clearer picture of conditions on this parcel. Geological data comes from the Illinois State Geological Survey Circular 559, Geologic Mapping for Environmental Planning, McHenry County, Illinois. The Geologic features map indicates the parcel is comprised of A4 geologic limitations. A-4: Geologic limitations. The potential for contaminating shallow aquifers is high. In these areas, contaminants from any source can move rapidly through these sand and gravel deposits to wells or nearby streams. In addition, this thick surficial aquifer is commonly hydraulically connected to underlying aquifers (Berg 1994). Land- use practices should be very conservative in all areas mapped as unit A. (Curran et al 1997) (Contains less than 20 feet Haeger sandy diamicton overlying 20-50 feet Henry sand and gravel.) 11 SENSITIVE AQUIFER RECHARGE AREAS Developed for McHenry County in 2008 and revised in 2018 is the “McHenry County Sensitive Aquifer Recharge Areas” map. Because McHenry County is 100% reliant on groundwater and has been experiencing groundwater quantity/quality issues, the county board in 1995 authorized a groundwater investigation/report titled “County of McHenry Groundwater Resources Management Plan”. Many facts in that report startled decision makers. For example, the report found that in 2000, one township was withdrawing groundwater at unsustainable rates and by 2030 if status-quo, three townships would be doing the same and that three other townships would be approaching that un- sustainability. In 2007, the County Board hired a full time Water Resources Manager and authorized the creation of the McHenry County Groundwater Task Force. The Recharge Subcommittee of the Groundwater Task Force was charged with identifying areas within the county that could be considered to have high potential for recharge of shallow groundwater and develop recommendations for protecting those areas in terms of both quantity and quality. The original main basis for the map identifying recharge is areas of high or moderately high potential for aquifer contamination as identified in the Illinois State Geological Survey’s Circular 559, “Geologic Mapping for Environmental Planning, McHenry County, IL”. In a meeting of the recharge subcommittee, Illinois State Geological Survey and Illinois State Water Survey, it was determined that the areas of high or moderately high potential for aquifer contamination could be qualified by using soil properties. The plan was to remove from the high and moderately high areas those soils with slow permeability, steep slopes and hydric soils that discharge groundwater. Using Table 6 of the Soil Survey of McHenry County a digital layer was developed of soil properties: • Restricted permeability • Slopes 4% or greater (except if the soil had excessive permeability, it was not included) Also digitized were groundwater discharge hydric soils. NRCS Illinois Area 3 Resource Soil Scientists in 2002 developed a hydric soil recharge/flow through/discharge guide to use when designing wetland restoration. Because recharge/flow through/discharge is very complex and changes depending on the year only soils that were thought to be generally only groundwater discharge were used. Subsequent to the original map development, 3D groundwater modeling has occurred and provided more precise groundwater flow data and thus was the basis for the 2018 map update. (Information Courtesy of the McHenry County Groundwater Taskforce – Recharge Subcommittee.) 12 The map indicates the parcel is within a Sensitive Aquifer Recharge Area. 13 SOILS INFORMATION Importance of Soils Information Soils information comes from Natural Resources Conservation Service Soil Maps and Descriptions for McHenry County. This information is important to all parties involved in determining the suitability of the proposed land use change. Each soil polygon is given a number, which represents its soil type. The letter found after the soil type number indicates the soils slope class. Each soil map unit has limitations for a variety of land uses such as septic systems, buildings with basements, and buildings without basements. It is important to remember that soils do not function independently of each other. The behavior of a soil depends upon the physical properties of adjacent soil types, the presence of artificial drainage, soil compaction, and its position in the local landscape. The limitation categories (slight, moderate or severe) indicate the potential for difficulty in using that soil unit for the proposed activity and, thus, the degree of need for thorough soil borings and engineering studies. A limitation does not necessarily mean that the proposed activity cannot be done on that soil type. It does mean that the reasons for the limitation need to be thoroughly understood and dealt with in order to complete the proposed activity successfully. A severe limitation indicates that the proposed activity will be more difficult and costly to do on that soil type than on a soil type with a moderate or slight rating. Soil survey interpretations are predictions of soil behavior for specified land uses and specified management practices. They are based on the soil properties that directly influence the specified use of the soil. Soil survey interpretations allow users of soil surveys to plan reasonable alternatives for the use and management of soils. Soil interpretations do not eliminate the need for on-site study and testing of specific sites for the design and construction for specific uses. They can be used as a guide for planning more detailed investigations and for avoiding undesirable sites for an intended use. The scale of the maps and the range of error limit the use of the soil delineations. 14 Natural Resources Conservation Service Soil Survey Map of Area 15 Soil Map Unit Descriptions Symbol Description Acres Percent 327B FOX SILT LOAM 2 TO 4 PERCENT SLOPES 1.72 8.47% 327C2 FOX SILT LOAM 4 TO 6 PERCENT SLOPES ERODED 2.97 14.65% 570B MARTINSVILLE SILT LOAM 2 TO 4 PERCENT SLOPES 15.16 74.72% 570C2 MARTINSVILLE SILT LOAM 4 TO 6 PERCENT SLOPES ERODED 0.44 2.16% *SOURCE: National Cooperative Soil Survey Soil Interpretations Explanation Nonagricultural General These interpretative ratings help engineers, planners, and others to understand how soil properties influence behavior when used for nonagricultural uses such as building site development or construction materials. This report gives ratings for proposed uses in terms of limitations and restrictive features. The tables list only the most restrictive features. Other features may need treatment to overcome soil limitations for a specific purpose. Ratings come from the soil's "natural" state, that is, no unusual modification occurs other than that which is considered normal practice for the rated use. Even though soils may have limitations, an engineer may alter soil features or adjust building plans for a structure to compensate for most degrees of limitations. Most of these practices, however, are costly. The final decision in selecting a site for a particular use generally involves weighing the costs for site preparation and maintenance. Soil properties influence development of building sites, including the selection of the site, the design of the structure, construction, performance after construction, and maintenance. Soil limitation ratings of slight, moderate, and severe are given for the types of proposed improvements that are listed or inferred by the petitioner as entered on the report application and/or zoning petition. The most common types of building limitation that this report gives limitations ratings for is: septic systems. It is understood that engineering practices can overcome most limitations for buildings with and without basements, and small commercial buildings. Limitation ratings for these types of buildings are not commonly provided. Organic soils, when present on the parcel, are referenced in the hydric soils section of the report. This type of soil is considered to be unsuitable for all types of construction. Limitations Ratings 1. Slight - This soil has favorable properties for the use. The degree of limitation is minor. The people involved can expect good performance and low maintenance. 2. Moderate - This soil has moderately favorable properties for the use. Special planning, design, or maintenance can overcome this degree of limitation. During some part of the year, the expected performance is less desirable than for soils rated slight. 3. Severe or Very Severe- This soil has one or more properties that are unfavorable for the rated use. These may include the following: steep slopes, bedrock near the surface, flooding, high shrink-swell potential, a seasonal high water table, or low strength. This degree of limitation generally requires major soil reclamation, special design, or intensive maintenance, which in most situations is difficult and costly. 16 SOIL LEACHABILITY Rating Criteria The leaching index values are derived from the USDA-NRCS Leaching Index Values, McHenry County, Illinois table. The soil types were evaluated on the ability for herbicides/pesticides and nutrients to move through the soil profile and into the groundwater. Leaching Index Value 1 – These soils have a low potential of leachable materials (herbicides/pesticides) reaching the bottom of the soil profile. Leaching Index Value 2 – These soils have a moderate potential of leachable materials (herbicides/pesticides) reaching the bottom of the soil profile. Leaching Index Value 3 – These soils have a high potential of leachable materials (herbicides/pesticides) reaching the bottom of the soil profile. Soil Leachability Symbol Leach Index Acres Percent 327B Intermediate 1.72 8.47% 327C2 Intermediate 2.97 14.65% 570B Intermediate 15.16 74.72% 570C2 Intermediate 0.44 2.16% Total Intermediate 20.29 100.00% Total High - 0.00% 17 18 SOIL PERMEABILITY Soil permeability is the quality of the soil that enables water or air to move downward through the profile. The rate at which a saturated soil transmits water is accepted as a measure of this quality. For the purposed of the NRI Report, those soils which have “rapid” to “very rapid” permeability, have been identified as “highly permeable.” Terms describing permeability, measured in inches per hour, are as follows: Extremely slow ................................. 0.0 to 0.01 inch Very slow ........................................ 0.01 to 0.06 inch Slow .................................................. 0.06 to 0.2 inch Moderately slow ................................. 0.2 to 0.6 inch Moderate ................................. 0.6 inch to 2.0 inches Moderately rapid ............................ 2.0 to 6.0 inches Rapid ............................................... 6.0 to 20 inches Very rapid ................................. more than 20 inches Highly Permeable Soils Symbol Highly Permeable Acres Percent 327B yes 1.72 8.47% 327C2 yes 2.97 14.65% 570B no 15.16 74.72% 570C2 no 0.44 2.16% Total Highly Permeable 4.69 23.12% 19 20 BUILDING LIMITATIONS Building on Poorly Suited or Unsuitable Soils: Can present problems to future property owners such as cracked foundations, wet basements, lowered structural integrity and high maintenance costs associated with these problems. The staff of McHenry County SWCD strongly urges scrutiny by the plat reviewers to avoid granting parcels with these soils exclusively. Dwellings With or Without Basements - This applies to single-family houses of 3 stories or less. The foundations assumed to be spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or the depth of maximum frost penetration, whichever is deeper, for houses with basements, or at a depth of 7 feet if a basement is constructed. The ratings are based on properties affecting soil strength and settlement under a load, and those that affect excavation and construction costs. Small Commercial Buildings - Ratings are for undisturbed soil for a small building of less than 3 stories without a basement. The foundation is assumed to be spread footings of reinforced concrete at a depth of 2 feet or the depth of maximum frost penetration, whichever is deeper. Building Limitations Symbol Slabs Basements Commercial Acres Percent 327B Moderate Slight Moderate 1.72 8.47% 327C2 Moderate Slight Moderate 2.97 14.65% 570B Moderate Moderate Moderate 15.16 74.72% 570C2 Moderate Moderate Moderate 0.44 2.16% Total Severe - 0.00% 21 SOIL EROSION & SEDIMENT CONTROL Erosion is the wearing away of the soil by water, wind, and other forces. Soil erosion threatens the Nation's soil productivity and contributes the most pollutants in our waterways. Water causes about two thirds of erosion on agricultural land. Four properties, mainly, determine a soil's erodibility: 1. Texture 2. Slope 3. Structure 4. Organic matter content Slope has the most influence on soil erosion potential when the site is under construction. Erosivity and runoff increase as slope grade increases. The runoff then exerts more force on the particles, breaking their bonds more readily and carrying them farther before deposition. The longer water flows along a slope before reaching a major waterway, the greater the potential for erosion. Soil erosion during and after this proposed construction can be a primary non-point source of water pollution. Eroded soil during the construction phase can create unsafe conditions on roadways, decrease the storage capacity of lakes, clog streams and drainage channels, cause deterioration of aquatic habitats, and increase water treatment costs. Soil erosion also increases the risk of flooding by choking culverts, ditches and storm sewers, and by reducing the capacity of natural and man-made detention facilities. The general principles of erosion and sedimentation control measures include: • reducing or diverting flow from exposed areas, storing flows or limiting runoff from exposed areas, • staging construction in order to keep disturbed areas to a minimum, • establishing or maintaining or temporary or permanent groundcover, • retaining sediment on site and • properly installing, inspecting and maintaining control measures. Erosion control practices are useful controls only if they are properly located, installed, inspected and maintained. The SWCD recommends an erosion control plan for all building sites, especially if there is a wetland or stream nearby. Erosion Rating Symbol Slope Rating Acres Percent 327B 2-4% Slight 1.72 8.47% 327C2 4-6% Severe 2.97 14.65% 570B 2-4% Slight 15.16 74.72% 570C2 4-6% Severe 0.44 2.16% Total Severe 3.41 16.81% 22 23 PRIME FARMLAND SOILS Prime farmland soils are an important resource to McHenry County. Some of the most productive soils in the United States occur locally. Each soil map unit in the United States is assigned a prime or non-prime rating. Prime agricultural land does not need to be in the production of food & fiber. Section 310 of the NRCS general manual states that urban or built-up land on prime farmland soils is not prime farmland. The percentages of soils map units on the parcel reflect the determination that urban or built up land on prime farmland soils is not prime farmland. 24 Prime Farmland Soils Symbol Prime Acres Percent 327B All areas are prime farmland 1.72 8.47% 327C2 All areas are prime farmland 2.97 14.65% 570B All areas are prime farmland 15.16 74.72% 570C2 All areas are prime farmland 0.44 2.16% Total Prime Farmland 20.29 100.00% AGRICULTURAL AREAS The Agricultural Areas Conservation and Protect Act became effective July 1, 1980. The purpose of the Act is to provide a means by which agricultural land may be protected and enhanced as a viable segment of the State’s economy and as an economic and environmental resource of major importance. Established Ag Areas tend to influence adjacent and surrounding land use changes since they are voluntary in nature and petitioned before the County Board for approval. Ag Areas are considered a high commitment to agriculture. Designated Ag Areas limit land utilization to specified agricultural uses within their designated boundaries. Ag Areas allow landowners limited benefits such as immunity form locally enacted ordinances, which would limit farming operations and immunity from special tax assessments from local units of government. Office Maps indicate there are no agricultural areas on or adjacent to the parcel in question. LAND EVALUATION & SITE ASSESSMENT (LESA) The Land Evaluation and Site Assessment system is a tool designed to evaluate the viability of agricultural lands where changes in land-use are proposed. LESA was developed as a decision-making tool used by the Zoning Board of Appeals, City Councils or County Boards to help make unbiased decisions of proper land-use. The LESA system was developed by the USDA- NRCS and takes into consideration local conditions such as physical characteristics of the land, compatibility of surrounding land-uses, urban growth factors, and land-use policies determined by local government. LESA was designed to be used in conjunction with the county’s land-use plan, zoning ordinances, and other policies being used to decide land-use changes. Decision makers use the Land Evaluation and Site Assessment (LESA) System to determine the suitability of a land use change and/or a zoning request as it relates to agricultural land. The LESA System is a two step procedure that includes:  Land Evaluation (LE), soils value  Site Assessment (SA), land use Land Evaluation (LE) encompasses information regarding soils found on the site and their suitability for agricultural purposes. McHenry County soils consist of 73 different soil series ranging from gravely loams to wet muck soils and from highly productive agricultural soils to high quality gravel deposits. For purposes of the Land Evaluation portion of the LESA system, each soil is assigned a relative value number, from 0 to 100, a 0 being the worst soils for crop production, 100 the best. Parcels containing higher percentages of higher valued soils will rate higher on the overall LESA score while those containing higher 25 percentages lowered value soils will rate lower in the overall LESA score. McHenry County SWCD provides a weighted average of the soils using a simple, mechanical, unbiased method of determining agricultural suitability of soils on site. Site Assessment (SA) identifies and weighs 10 criteria, other than soils information, that contributes to the quality of a site for agricultural uses. The determination to include the specific site assessment factors directly resulted from the following:  McHenry County Zoning Ordinance,  2030 Land Use Plan,  Other adopted county policies. In summary, the LESA evaluation addresses all factors, including soils information, together to provide a rational, consistent, and unbiased determination of the impact to agriculture from the proposed land use and zoning changes. LAND EVALUATION (LE) WORKSHEET Land Evaluation Score Symbol LE Score Acres Percent Weighted Ave 327B 75 1.72 8.47% 6.35 327C2 71 2.97 14.65% 10.40 570B 78 15.16 74.72% 58.28 570C2 74 0.44 2.16% 1.60 Land Evaluation Score 76.63 Explanation of the LE Worksheet: Symbol: is the soil type of the polygon on the soils map. Percentage and Acreage: the percentages of the parcel, and the area that the soil polygon represents. LE Score: the numeric value from 0 - 100 that is assigned that soil unit Weighted Ave: The acreage multiplied by the value of that soil unit. SITE ASSESSMENT (SA) WORKSHEET: A Site Assessment was not completed. 26 DRAINAGE, RUNOFF AND FLOOD INFORMATION U.S.G.S Topographic maps give information on elevations, which are important mostly to determine slopes, drainage directions, and watershed information. Elevations determine the area of impact of floods of record. Slope information determines steepness and erosion potential. Drainage directions determine where water leaves the PIQ, possibly impacting surrounding natural resources. Watershed information is given for changing land use to a subdivision type of development on parcels greater than 10 acres. What is a watershed? Simply stated, a watershed is the area of land that contributes water to a certain point. The point that we use on these reports is usually the point where water exits the parcel. The point is marked with a “.” The watershed boundary is drawn in using the following marking: ( • • ). Often times, water will flow off the parcel in two or more directions. In that case, there is a watershed break on the parcel. ( • • ), and there are two or more watersheds on the parcel. The watershed boundary is important because the area of land in the watershed can now be calculated using an irregular shape area calculator such as a dot counter or planimiter. Using regional storm event information, and site specific soils and land use information, the peak stormwater flow through the point marked “” for a specified storm event can be calculated. This value is called a “Q” value (for the given storm event), and is measured in cubic feet per second (CFS). When construction occurs, the Q value naturally increases because of the increase in impermeable surfaces. This process decreases the ability of soils to accept and temporarily hold water. Therefore, more water runs off and increases the Q value. Theoretically, if each development, no matter how large or small, maintains their preconstruction Q value after construction by the installation of stormwater management systems, the streams and wetlands and lakes will not suffer damage from excessive urban stormwater. For this reason, the McHenry County SWCD recommends that the developer for intense uses such as a subdivision calculate the preconstruction Q value for the exit point(s). A stormwater management system should be designed, installed, and maintained to limit the postconstruction Q value to be at or below the preconstruction value. Importance of Flood Information A floodplain is defined as land adjoining a watercourse (riverine) or an inland depression (non-riverine) that is subject to periodic inundation by high water. Floodplains are important areas demanding protection since they have water storage and conveyance functions which affect upstream and down stream flows, water quality and quantity, and suitability of the land for human activity. Since floodplains play distinct and vital roles in the hydrologic cycle, development that interferes with their hydrologic and biologic functions should be carefully considered. Flooding is both dangerous to people and destructive to their properties. The following maps, when combined with wetland and topographic information, can help developers and future homeowners to “sidestep” potential flooding or ponding problems. FIRM is the acronym for the Flood Insurance Rate Map, produced by the Federal Emergency Management Agency. These maps define flood elevation adjacent to tributaries and major bodies of water, and superimpose that onto a simplified USGS topographic map. The scale of the FIRM maps is generally dependent on the size and density of parcels in that area. (This is to correctly determine the parcel location and flood plain location.) The FIRM map has three (3) zones. A is the zone of 100 year flood, zone B is the 100 to 500 year flood, and zone C is outside the flood plain. The Hydrologic Atlas (H.A.) Series of the Flood of Record Map is also used for the topographic information. This map is different from the FIRM map mainly because it will show isolated, 27 or pocketed flooded areas. McHenry County uses both these maps in conjunction with each other for flooded area determinations. The Flood of Record maps, show the areas of flood for various years. Both of these maps stress that the recurrence of flooding is merely statistical. That is to say a 100-year flood may occur twice in one year, or twice in one week, for that matter. It should be noted that greater floods than those shown on the two maps are possible. The flood boundaries indicated provide a historic record only until the map publication date. Additionally, these flood boundaries are a function of the watershed conditions existing when the maps were produced. Cumulative changes in runoff characteristics caused by urbanization can result in an increase in flood height of future flood episodes. Floodplains play a vital role in reducing the flood damage potential associated with an urbanizing area and, when left in an undisturbed state, also provide valuable wildlife habitat benefits. If it is the petitioner's intent to conduct floodplain filling or modification activities, the petitioner and the Unit of Government responsible need to consider the potentially adverse effects this type of action could have on adjacent properties. The change or loss of natural floodplain storage often increases the frequency and severity of flooding on adjacent property. If the available maps indicate the presence of a floodplain on the PIQ, the petitioner should contact the IDOT-DWR and FEMA to delineate a floodplain elevation for the parcel. If a portion of the property is indeed floodplain, applicable state, county and local regulations will need to be reflected in the site plans. Another indication of flooding potential can be found in the soils information. Hydric soils indicate the presence of drainageways, areas subject to ponding, or a naturally occurring high water table. These need to be considered along with the floodplain information when developing the site plan and the stormwater management plan. If the site does include these hydric soils and development occurs, thus raising the concerns of the loss of water storage in these soils and the potential for increased flooding in the area. 28 Flood of Record Map Showing Topographic Information This parcel is located on rolling topography (slopes 2 to 6%) involving high and low areas (elevation ranges from 784’ above sea level to 812’ above sea level). An erosion control system should include a sedimentation basin to address these exiting concentrated flows during construction. The same area used for a sedimentation basin during construction can be used for a stormwater retention system after construction. During construction, temporary vegetation can decrease erosion on the slopes if the area is to be mass graded. Also, the flood of record for this area indicates previous flooding on 0% of the parcel. 29 30 Federal Emergency Management Agency: Flood Insurance Rate Map Panel 17111C0270J The map indicates the parcel is outside of the 100-year floodplain. 31 WATERSHED PLANS Watershed and Subwatershed Information A watershed is the area of land that drains into a specific point including a stream, lake or other body of water. High points on the Earth’s surface, such as hills and ridges define watersheds. When rain falls in the watershed, it flows across the ground towards a stream or lake. Rainwater carries any pollutants it comes in contact with such as oils, pesticides, and soil. Everyone lives in a watershed. Their actions can impact natural resources and people living downstream. Residents can minimize this impact by being aware of their environment and implications of their activities, implementing practices recommended in watershed plans and educating others about their watershed. The parcel is within the Griswold Lake Subwatershed (HUC 12 – 071200061102) of the Upper Fox River Watershed, which encompasses 60,214.11 acres of McHenry County. This watershed is part of the Fox River Ecosystem Partnership. The Fox River Ecosystem Partnership (FREP) was formed in 1996 after the Illinois Department of Natural Resources (IDNR) designated a core of high-quality ecological resources in the northern-most watershed as a "Resource Rich Area". Portions of eleven counties, including Lake, McHenry, Kane, Kendall and LaSalle, form the Fox River watershed, which is home to 11% of the state's population. The watershed contains the Fox Chain O'Lakes (one of the nation's busiest inland waterways), many high quality Natural Areas, and suburban areas with some of the highest growth rates in the state. The Partnership is a diverse group, made up of landowners, businesses, non-profit organizations, agencies and governments within the Fox River Watershed region. In 1998 FREP began a comprehensive planning process, identifying 16 critical factors and 6 areas of concern. The result was the Integrated Management Plan for the Fox River Watershed in Illinois that makes 35 recommendations for action. The petitioner is encouraged to contact their Communications Manager: Becky Hoag, at 630/482-9157 or email at: info@foxriverecosystem.org 32 33 WETLAND INFORMATION Importance of Wetland Information Wetlands function in many ways to provide numerous benefits to society. They control flooding by offering a slow release of excess water downstream or through the soil. They cleanse water by filtering out sediment and some pollutants, and can function as rechargers of our valuable groundwater. They also are essential breeding, rearing, and feeding grounds for many species of wildlife. These benefits are particularly valuable in urbanizing areas as development activity typically adversely affects water quality, increases the volume of stormwater runoff, and increases the demand for groundwater. In an area where many individual homes rely on shallow groundwater wells for domestic water supplies, activities that threaten potential groundwater recharge areas are contrary to the public good. The conversion of wetlands, with their sediment trapping and nutrient absorbing vegetation, to biologically barren stormwater detention ponds can cause additional degradation of water quality in downstream or adjacent areas. It has been estimated that over 95% of the wetlands that were historically present in Illinois have been destroyed while only recently has the true environmental significance of wetlands been fully recognized. America is losing 100,000 acres of wetland a year, and has saved 5 million acres total (since 1934). One acre of wetland can filter 7.3 million gallons of water a year. These are reasons why our wetlands are high quality and important. This section contains the NRCS (Natural Resources Conservation Service) Wetlands Inventory, which is the most comprehensive inventory to date. The NRCS Wetlands Inventory is reproduced from an aerial photo at a scale of 1” equals 660 feet. The NRCS developed these maps in cooperation with U.S. EPA (Environmental Protection Agency,) and the U.S. Fish and Wildlife Service, using the National Food Security Act Manual, 3rd Edition. The main purpose of these maps is to determine wetland areas on agricultural fields and areas that may be wetlands but are in a non-agriculture setting. The NRCS Wetlands Inventory in no way gives an exact delineation of the wetlands, but merely an outline, or the determination that there is a wetland within the outline. For the final, most accurate wetland determination of a specific wetland, a wetland delineation must be certified by NRCS staff using the National Food Security Act Manual (on agricultural land.) On urban land, a certified wetland delineator must perform the delineation using the ACOE 1987 Manual. See the glossary section for the definitions of “delineation” and “determination.” 34 Natural Resources Conservation Service: Wetland Inventory Map. The map indicates there are no wetlands on the parcel. 35 ADID (ADVANCED IDENTIFICATION OF AQUATIC RESOURCES) Wetlands are some of the most productive and diverse ecological systems on Earth. The unique characteristics of plants, soils, and water distinguish these systems. Marshes, wet meadows, fens and bogs are some of the common wetland types found within McHenry County. There are also various streams scattered throughout the county, including several that rank among the highest quality in Illinois. These wetlands, lakes and streams provide needed habitat and food for fish and wildlife. Diverse plants both common and rare are can be found in wetlands, and over 40 percent of Illinois’ threatened and endangered plant and animal species rely on wetlands. Wetlands have many other roles. They are critical to the control of flooding by storing vast quantities of runoff water during floods, and releasing it slowly to rivers and srteams as the floodwater recedes. This in turn helps to prevent erosion in downstream channels, aids in groundwater recharge, and stabilizes the baseflow in streams and rivers. Wetlands are also crucial in protecting water quality. Wetlands that border lakes and streams prevent erosion by holding soil in place and deflecting erosive flows and waves. They also remove sediment, nutrients, and toxic chemicals from runoff water. Other benefits include groundwater recharge, discharge of clean water, recreation, enhancement of natural aesthetics and serve as buffers between adjacent developments. This program designed by the EPA (Environmental Protection Agency), is intended to improve awareness of the functions and values of wetlands and other U.S. waters. It is also intended to inform landowners and developers that high quality sites may not be unsuitable for the disposal of dredged or fill material. These ADID projects can also provide guidance on the long-term protection and management of aquatic resources. The wetland boundaries shown are not jurisdictional delineations. Any proposed drainage work in wet areas requires a certified wetland determination. The ADID study indicates there are no wetlands on the parcel in question. (Map shown on next page.) 36 37 Hydric Soils Soils information gives another indication of flooding potential. The soils map on this page indicates the soil(s) on the parcel that the Natural Resources Conservation Service indicates as hydric. Hydric soils by definition have seasonal high water at or near the soil surface and/or have potential flooding or ponding problems. All hydric soils range from poorly suited to unsuitable for building. One group of the hydric soils, are the organic soils, which formed from dead organic material. Organic soils are unsuitable for building because of not only the high water table, but also their subsidence problems. It is also important to add the possibility of hydric inclusions in a soil type. An inclusion is a soil polygon that is too small to appear on these maps. While relatively insignificant for agricultural use, hydric soil inclusions become more important to more intense uses such as a residential subdivision. While considering hydric soils and hydric inclusions, it is noteworthy to mention that subsurface agriculture drainage tile occurs in almost all poorly drained and somewhat poorly drained soils. Drainage tile expedites drainage and facilitates farming. It is imperative that these drainage tiles remain undisturbed. A damaged subsurface drainage tile may return original hydrologic conditions to all of the areas that drained through the tile (ranging from less than one acre to many square miles.) For an intense land use, such as a subdivision, the McHenry County SWCD recommends the following: 1. A topographical survey with 1 foot contour intervals to accurately define the flood area on the parcel. 2. An intensive soil survey to define most accurately the locations of the hydric soils and inclusions 3. A drainage tile survey on the area to locate the tiles that must be preserved. Hydric Soils Symbol Hydric Acres Percent 327B No 1.72 8.47% 327C2 No 2.97 14.65% 570B No 15.16 74.72% 570C2 No 0.44 2.16% Total Hydric - 0.00% 38 WETLAND AND FLOODPLAIN REGULATIONS PLEASE READ THE FOLLOWING IF YOU ARE PLANNING TO DO ANY WORK NEAR A STREAM (THIS INCLUDES SMALL UNNAMED STREAMS), LAKE, WETLAND OR FLOODWAY. The laws of the United States and the State of Illinois assign certain agencies specific and different regulatory roles to protect the waters within the State's boundaries. These roles, when considered together, include protection of navigation channels and harbors, protection against flood way encroachments, maintenance and enhancement of water quality, protection of fish and wildlife habitat and recreational resources, and, in general, the protection of total public interest. Unregulated use of the waters within the State of Illinois could permanently destroy or alter the character of these valuable resources and adversely impact the public. Therefore, please contact the proper regulatory authorities when planning any work associated with Illinois waters so that proper consideration and approval can be obtained. WHO MUST APPLY Anyone proposing to dredge, fill, rip rap, or otherwise alter the banks or beds of, or construct, operate, or maintain any dock, pier, wharf, sluice, dam, piling, wall, fence, utility, flood plain or flood way subject to County, State or Federal regulatory jurisdiction should apply for agency approvals. REGULATORY AGENCIES:  Wetlands or U.S. Waters: U.S. Army Corps of Engineers, Chicago District, 231 S. LaSalle St., Suite 1500 Chicago, IL 60604 Phone: (312) 846-5330  Isolated Wetlands and Floodplain: McHenry County Department of Planning & Development Stormwater Division, 2200 N. Seminary Ave., Woodstock, IL 60098 Phone: (815) 334-4560  Flood plains: Illinois Department of Natural Resources \ Office of Water Resources, 201 W. Center Court, Schaumburg, IL 60196-1096, phone (847).705.  Water Quality \ Erosion Control: Illinois Environmental Protection Agency, Division of Water Pollution Control, Permit Section, Watershed Unit, 2200 Churchill Road, Springfield, IL 62706, phone (217).782.0610. COORDINATION We recommend Early coordination with the regulatory agencies BEFORE finalizing work plans. This allows the agencies to recommend measures to mitigate or compensate for adverse impacts. Also, the agency can make possible environmental enhancement provisions early in the project planning stages. This could reduce time required to process necessary approvals. CAUTION: Contact with the United States Army Corps of Engineers is strongly advised before commencement of any work in or near a water of the United States. This could save considerable time and expense. Persons responsible for willful and direct violation of Section 10 of the River And Harbor Act of 1899 or Section 404 of the Federal Water Pollution Control Act are subject to fines ranging up to $27,500 per day of violation and imprisonment for up to one year or both. 39 THREATENED & ENDANGERED SPECIES The State of Illinois provides habitat for 500 threatened and endangered species, including 356 plants and 144 animals. Twelve counties in Illinois have 50 or more endangered species, 5 of which are in northeastern Illinois. ("Endangered Species of Illinois," by the U.S. Fish & Wildlife Service, IDOC Division of Natural Heritage & Endangered Species Protection Board). Approximately 40% of the state's listed species depend on wetlands for survival. The two main causes for species decline are the loss of habitat and the degradation of habitat. While habitat loss is the primary reason species become endangered, the effects of habitat change are not always seen overnight. It is seldom simply a case of individual animals or plants being killed. More often, habitat loss and the resulting species declines are indirectly caused and are the result of cumulative impacts over a period of time. It is because of this slow encroachment of habitat degradation, fragmentation and loss that wildlife habitat must be looked at on a greater scale than just the site. Cumulative impacts occur because a small amount of damage is being done over here and little over there and no one is looking at the whole picture. Thus, the villages and county are strongly encouraged to look at habitat management on a regional scale. THERE IS A POSSIBILITY FOR ENDANGERED SPECIES ON THE SITE. IF A REQUEST HAS NOT ALREADY BEEN SUBMITTED, THE PETITIONER SHOULD ASK THE ILLINOIS DEPARTMENT OF NATURAL RESOURCES TO CHECK THIS PARCEL FOR THE PRESENCE OF THREATENED OR ENDANGERED SPECIES. SHOULD ANY SUCH SPECIES BE IDENTIFIED AS UTILIZING THIS PARCEL, THE PETITIONER WILL BE NOTIFIED ACCORDINGLY. FOR MORE INFORMATION ON HOW TO REQUEST AN ENDANGERED SPECIES CHECK ON THIS PARCEL, PLEASE VISIT www.dnrecocat.state.il.us/ecopublic. 40 GLOSSARY AGRICULTURAL PROTECTION AREAS (AG AREAS) - Allowed by P.A. 81-1173. An AG AREA consists of a minimum of 350 acres of farmland, as contiguous and compact as possible. Petitioned by landowners, AG AREAS protect for a period of ten years initially, then reviewed every eight years thereafter. AG AREA establishment exempts landowners from local nuisance ordinances directed at farming operations, and designated land can not receive special tax assessments on public improvements that do not benefit the land, e.g. water and sewer lines. AGRICULTURE - The growing, harvesting and storing of crops including legumes, hay, grain, fruit and truck or vegetable including dairying, poultry, swine, sheep, beef cattle, pony and horse production, fur farms, and fish and wildlife farms; farm buildings used for growing, harvesting and preparing crop products for market, or for use on the farm; roadside stands, farm buildings for storing and protecting farm machinery and equipment from the elements, for housing livestock or poultry and for preparing livestock or poultry products for market; farm dwellings occupied by farm owners, operators, tenants or seasonal or year around hired farm workers. B.G. - Below Grade. Under the surface of the Earth. BEDROCK - Indicates depth at which bedrock occurs. Also lists hardness as rippable or hard. FLOODING - Indicates frequency, duration, and period during year when floods are likely to occur. HIGH LEVEL MANAGEMENT - The application of effective practices adapted to different crops, soils, and climatic conditions. Such practices include providing for adequate soil drainage, protection from flooding, erosion and runoff control, near optimum tillage, and planting the correct kind and amount of high quality seed. Weeds, diseases, and harmful insects are controlled. Favorable soil reaction and near optimum levels of available nitrogen, phosphorus, and potassium for individual crops are maintained. Efficient use is made of available crop residues, barnyard manure, and/or green manure crops. All operations, when combined efficiently and timely, can create favorable growing conditions and reduce harvesting losses -- within limits imposed by weather. HIGH WATER TABLE - A seasonal high water table is a zone of saturation at the highest average depth during the wettest part of the year. May be apparent, perched, or artesian kinds of water tables. Water Table, Apparent - A thick zone of free water in the soil. An apparent water table is indicated by the level at which water stands in an uncased borehole after adequate time is allowed for adjustment in the surrounding soil. Water Table, Artesian - A water table under hydrostatic head, generally beneath an impermeable layer. When this layer is penetrated, the water level rises in an uncased borehole. Water Table, Perched - A water table standing above an unsaturated zone. In places an upper, or perched, water table is separated from a lower one by a dry zone. DELINEATION - For Wetlands: A series of orange flags placed on the ground by a certified professional that outlines the wetland boundary on a parcel. DETERMINATION - A polygon drawn on a map using map information that gives an outline of a wetland. HYDRIC SOIL - This type of soil is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part (USDA Natural Resources Conservation Service 1987) INTENSIVE SOIL MAPPING - Mapping done on a smaller more intensive scale than a modern soil survey to determine soil properties of a specific site, e.g. mapping for septic suitability. LAND EVALUATION AND SITE ASSESSMENT (L.E.S.A.) - LESA is a systematic approach for evaluating a parcel of land and to determine a numerical value for the parcel for farmland preservation purposes. MODERN SOIL SURVEY - A soil survey is a field investigation of the soils of a specific area, supported by information from other sources. The kinds of soil in the survey area are identified and their extent shown on a map, and an accompanying report describes, defines, classifies, and interprets the soils. Interpretations predict the behavior of the soils under different used and the soils' response to management. Predictions are made for areas of soil at specific places. Soils information collected in a soil survey is useful in developing land-use plans and alternatives involving soil management systems and in evaluating and predicting the effects of land use. PALUSTRINE - Name given to inland fresh water wetlands PERMEABILITY - Values listed estimate the range (in rate and time) it takes for downward movement of water in the major soil layers when saturated, but 41 allowed to drain freely. The estimates are based on soil texture, soil structure, available data on permeability and infiltration tests, and observation of water movement through soils or other geologic materials. PIQ - Parcel in question POTENTIAL FROST ACTION - Damage that may occur to structures and roads due to ice lens formation causing upward and lateral soil movement. Based primarily on soil texture and wetness. PRIME FARMLAND - Prime farmland soils are lands that are best suited to food, feed, forage, fiber and oilseed crops. It may be cropland, pasture, woodland, or other land, but it is not urban and built up land or water areas. It either is used for food or fiber or is available for those uses. The soil qualities, growing season, and moisture supply are those needed for a well managed soil economically to produce a sustained high yield of crops. Prime farmland produces in highest yields with minimum inputs of energy and economic resources, and farming the land results in the least damage to the environment. Prime farmland has an adequate and dependable supply of moisture from precipitation or irrigation. The temperature and growing season are favorable. The level of acidity or alkalinity is acceptable. Prime farmland has few or no rocks and is permeable to water and air. It is not excessively erodible or saturated with water for long periods and is not frequently flooded during the growing season. The slope ranges mainly from 0 to 5 percent. (Source USDA Natural Resources Conservation Service) PRODUCTIVITY INDEXES - Productivity indexes for grain crops express the estimated yields of the major grain crops grown in Illinois as a single percentage of the average yields obtained under basic management from several of the more productive soils in the state. This group of soils is composed of the Muscatine, Ipava, Sable, Lisbon, Drummer, Flanagan, Littleton, Elburn and Joy soils. Each of the 425 soils found in Illinois are found in Circular 1156 from the Illinois Cooperative Extension Service. SEASONAL - When used in reference to wetlands indicates that the area is flooded only during a portion of the year. SHRINK-SWELL POTENTIAL - Indicates volume changes to be expected for the specific soil material with changes in moisture content. SOIL MAPPING UNIT - A map unit is a collection of soil areas of miscellaneous areas delineated in mapping. A map unit is generally an aggregate of the delineations of many different bodies of a kind of soil or miscellaneous area but may consist of only one delineated body. Taxonomic class names and accompanying phase terms are used to name soil map units. They are described in terms of ranges of soil properties within the limits defined for taxa and in terms of ranges of taxadjuncts and inclusions. SOIL SERIES - A group of soils, formed from a particular type of parent material, having horizons that, except for texture of the A or surface horizon, are similar in all profile characteristics and in arrangement in the soil profile. Among these characteristics are color, texture, structure, reaction, consistence, and mineralogical and chemical composition. SUBSIDENCE - Applies mainly to organic soils after drainage. Soil material subsides due to shrinkage and oxidation. TERRAIN - The area or surface over which a particular rock or group of rocks is prevalent. TOPSOIL - That portion of the soil profile where higher concentrations of organic material, fertility, bacterial activity and plant growth take place. Depths of topsoil vary between soil types. WATERSHED - An area of land that drains to an associated water resource such as a wetland, river or lake. Depending on the size and topography, watersheds can contain numerous tributaries, such as streams and ditches, and ponding areas such as detention structures, natural ponds and wetlands. WETLAND - An area that has a predominance of hydric soils and that is inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances does support, a prevalence of hydrophytic vegetation typically adapted for life in saturated soil conditions. 42 REFERENCES A Citizens' Guide to Protecting Wetlands. By The National Wildlife Federation. Washington, D.C., March 1989 Agricultural Areas Inventory McHenry County Soil & Water Conservation District FIRM - Flood Insurance Rate Maps for McHenry County. Prepared by FEMA - Federal Emergency Management Agency. Flood of Record (Hydrologic Atlas) for McHenry County U.S. Geologic Survey Geologic Mapping for Environmental Planning, McHenry County, Illinois. Department of Natural Resources Illinois State Geological Survey, Circular 559, 1997 Geology For Planning in Boone and Winnebago Counties. State Geological Survey Division, Circular 531. 1984 Hydrologic Unit Map for McHenry County. Natural Resources Conservation Service, United States Department of Agriculture Hydric Soils of the United States. USDA Natural Resources Conservation Service, 1987. Illinois Natural Areas Inventory Illinois Department of Natural Resources Land Evaluation and Site Assessment System. 2005. The McHenry County Department of Planning and McHenry County Soil and Water Conservation District. In cooperation with: USDS, Natural Resources Conservation Service McHenry County Advanced Identification of Wetlands (ADID) Northeastern Illinois Planning Commission McHenry County Health Code relating to septic system suitability McHenry County 2030 Land Use Plan McHenry County Dept. of Planning and Development McHenry County Natural Areas Inventory McHenry County Conservation District McHenry County, Illinois Fire Protection Districts McHenry County Dept. of Planning and Development McHenry County, Illinois Historic Landmarks McHenry County Historic Preservation Committee Natural Resources Conservation Service Wetland Inventory Map. United States Department of Agriculture The Conservation of Biological Diversity in the Great Lakes Ecosystem: Issues and Opportunities, prepared by the Nature Conservancy Great Lakes Program 79W. Monroe Street, Suite 1309, Chicago, IL 60603, January 1994 Wetlands - The Corps of Engineers' Administration of the Section 404 Program July 1988 (GAO/RCED-88- 110) Soil Erosion by Water - United States Department of Agriculture Natural Resources Conservation Service. Agriculture Information Bulletin 513. Soil Survey of McHenry County, Illinois Part 1 and Part 2 Natural Resources Conservation Service, United States Department of Agriculture. Woodridge, IL 60517 RE: McHenry Authentix Project Number(s): 2111887 County: McHenry Dear Applicant: Brian Willard Division of Ecosystems and Environment 217-785-5500 March 25, 2021 Matthew Gutzeit V3 Companies 7325 Janes Avenue This letter is in reference to the project you recently submitted for consultation. The natural resource review provided by EcoCAT identified protected resources that may be in the vicinity of the proposed action. The Department has evaluated this information and concluded that adverse effects are unlikely. Therefore, consultation under 17 Ill. Adm. Code Part 1075 is terminated. This consultation is valid for two years unless new information becomes available that was not previously considered; the proposed action is modified; or additional species, essential habitat, or Natural Areas are identified in the vicinity. If the project has not been implemented within two years of the date of this letter, or any of the above listed conditions develop, a new consultation is necessary. The natural resource review reflects the information existing in the Illinois Natural Heritage Database at the time of the project submittal, and should not be regarded as a final statement on the site being considered, nor should it be a substitute for detailed site surveys or field surveys required for environmental assessments. If additional protected resources are encountered during the project¶s implementation, you must comply with the applicable statutes and regulations. Also, note that termination does not imply IDNR's authorization or endorsement of the proposed action. Please contact me if you have questions regarding this review. JB Pritzker, Governor Colleen Callahan, Director Estimated Annual Spending by Residents Authentix Apartments (McHenry, IL) McHenry County December 31, 2020 Avg. Annual Expenditure Apparel and Services 2,561$ Computer 234$ Entertainment & Recreation 3,901$ Financial 3,548$ Food 11,463$ Health 698$ Home 23,535$ Household Furnishings and Equipment 1,710$ Household Operations 2,251$ Insurance 9,186$ Transportation 7,225$ Travel 2,302$ Total Average Annual Expenditures per Household 68,614$ LESS "Homeowner Expenses" Mortgage Payment and Basics (11)13,795$ Maintenance and Remodeling Services 3,348$ Maintenance and Remodeling Materials (12)678$ Lawn and Garden (16)606$ Subtotal 18,427$ Subtotal - Annual Expenditures per Renter Household 50,187$ Excluding Rent Average monthly rent at Authentix 1,400$ Plus Average Annual Rent 16,800$ Total Annual Expenditures per Authentix Household 66,987$ Total Local Sales Tax Revenue Estimate per Household (1)157$ Total Apartment Homes in Authentix Community 288 Total Households (95% occupancy) 274 Total Residents (avg. household size of 1.9) 520 Total Annual Expenditures by Authentix Households 18,300,000$ Total Annual Local Sales Tax Estimate(1)81,760$ Source: Continental Properties analysis, ESRI 2019 "Retail Goods and Services Expenditures" report (1) Tax Rates estimated using mytax.illinois.gov rates for 1/1/2021 W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 Conceptual IDD – Introduction | Authentix McHenry | January 4, 2021 McHenry Market Analysis ______________________________________________________________ LOCATION Continental’s Market Research team has identified this specific location, and the City of McHenry as a desirable location for renters for a variety of reasons. First, being its proximity to major vehicular thoroughfares and McHenry’s Metra Station. Second, the City of McHenry offers a plethora of amenities, including a variety of nearby fast and casual dining options, grocery options, and other shopping choices. In addition, the subject site is just one mile from Downtown McHenry, which offers its own palette of desirable shops, restaurants and bars. The city and surrounding area also include numerous parks and outdoor recreational options for residents, including both City, County, and State operated options. ECONOMIC FUNDAMENTALS AND SUPPLY + DEMAND The City of McHenry generally aligns with many of Chicago’s suburbs in a number of the key fundamentals Continental values when evaluating opportunities. The key take-aways are as follows: • Demographics: The city of McHenry’s median household income closely matches the general market at $72.6k. According to ESRI demographics, projected population growth for the city is positive at 0.5% annually, with growth among the millennial generation (one of Continental’s key demographic indices) expected to increase by 1.6% annually. Demographic Trends National MSA County City 3 Mile Population 332.4M 9,578,424 314,718 27,756 3,349 Current Pop. Growth Rate 0.8% 0.1% 0.2% 0.3% 0.1% Median Age of Population 38.5 37.4 39.2 39.2 40.9 Median Household Income $60,548 $72,062 $85,412 $72,681 $74,350 Median Home Value $234,154 $250,672 $235,135 $192,726 $200,804 • Declining Permits: The metro has seen a trend of declining multifamily permits since the onset of COVID-19 (down nearly 19% year-over-year). Single Family permitting is increasing, but at a relatively low rate of 5.3% year-over-year. Additionally, the City of McHenry has only issued 110 MF permits in the past decade, and McHenry County overall has issued only 1,229 permits (a relatively low average of 123 permits per year) over the same period. The lack of recent supply in McHenry and countywide, coupled with declining permits in the metro, creates an environment where increased demand for newly constructed product is expected. W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 Conceptual IDD | Authentix McHenry | January 4, 2021 • Appreciating Home Values: According to data from Zillow, home values in the City of McHenry have appreciated 6.2% year-over-year which is above the overall metro rate of 4.3% and is above the county rate of 5.4%. The 1-year appreciation forecast for the city is 7.9%. The described trend typically points toward an increase in multifamily demand, as home ownership is expected to become slightly less attainable for certain households. • Supply + Demand: To properly assess supply and demand fundamentals for the proposal, Continental’s Market Research team has utilized a mixture of metrics from Real Page Analytics and self-obtained data to evaluate the area described as the “Far Northwest Chicago Submarket” this submarket is delineated in the map on the following page. The team determined that demand is projected to be balanced with supply in the immediate future (2021- 2023). In the next 3 years, the submarket is expected to demand an average of 314 multifamily household formations per year and is expected to supply 311 multifamily household formations per year (including Authentix McHenry). Currently, the submarket is experiencing a dip in occupancy related to the COVID-19 pandemic but is expected to rebound substantially in the next 12-24 months. Occupancy in the product type being proposed at Authentix McHenry is currently performing at its highest level over the past decade at a 96.2% occupancy, outperforming the general market rate of 94.8%. * “Internal” Demand and Pipeline projections include a broader database than RealPage Metrics W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 Conceptual IDD | Authentix McHenry | January 4, 2021 1: Far Northwest Chicago Submarket Pipeline W134 N8675 Executive Parkway • Menomonee Falls, WI 53051-3310 • Telephone: 262.502.5500 Conceptual IDD | Authentix McHenry | January 4, 2021 EMPLOYMENT FUNDAMENTALS The Chicago MSA is the largest employment center in the Midwest and is anchored by high concentrations in the Professional and Business Services and Education and Health Services sectors, which align with Continental’s portfolio demographics. After suffering heavy job losses from the pandemic (-530k jobs), the metro has recovered significantly, and is currently at 92.2% of the pre-COVID peak employment rate. Job growth is projected at 4% in 2021 continuing the trend of recovery. The largest employers surrounding the subject property align with the employment sectors described above, with a heavy presence of healthcare and medical related employers within a 30 min. commute, which is the median commute time for the city of McHenry per the American Community Survey. Top 10 Employers # of Employees Commute Time Type 1. Woodstock Hospital 3,500 21 min. Health Care 2. Follett Library Resources 1,378 12 min. Distributor 3. Advocate Good Shepard Hospital 1,030 26 min. Health Care 4. Centegra Hospital 1,019 9 min. Health Care 5. McHenry County College 856 20 min. Education 6. Fresenius Kabi USA 800 29 min. Medical Mfg. 7. Catalent Pharma Solutions 600 23 min. Biomedical 8. Scot Forge 600 12 min. Manufacturing 9. Otto Engineering 580 30 min. Manufacturing 10. Stryker 500 20 min. Medical Mfg. Our residents are typically young adults or empty nesters with above average incomes. • 48% of residents are 20 ‐ 34 years old • 21% of residents are 50+ years old • Only 9% of residents are school age children (age 5 ‐ 18) • Residents have a median household income of $75,400, as compared to the USA median household income of $60,500 • Residents have a per capita income of $50,200, as compared to the USA per capita income of $33,000 Income Age Gender Households Where Our Residents Work Education Finance/Insurance Management Manufacturing Real Estate Service Industries Health Care Technology Police & Fire Department Median Household Income $75,400 Female 47% % Age 50 ‐ 65 15% Per Capita Income $50,200 % Age Under 20 11% % Pre‐School Age Children (0‐4) % Age 20 ‐ 34 48% % Age 35 ‐ 49 19% 1% Average Household Size 1.9 Male 45% % Age Over 65 6% % School Age Children (5‐18)9% Average Age 35 Median Age 31 Average Household Income $93,800 Number of Apartment Communities 56 Number of Households 12,786 Who Lives in Continental's Communities September 8, 2020 Number of Residents 23,870 W134 N8675 Executive Parkway • Menomonee Falls, WI 53051‐3310 • Telephone: 262.502.5500 • Fax: 262.502.5522 1 REAL ESTATE MANAGEMENT AGREEMENT THIS AGREEMENT, made and entered into this ____ day of ___________, 2021, by and between Continental 601 Fund LLC, a Delaware limited liability company, hereinafter referred to as "Owner", and Continental Properties Company, Inc., a Wisconsin corporation, hereinafter referred to as "Agent". WITNESS THAT, WHEREAS: A. Owner is the owner of certain tracts or parcels of land upon which will be constructed a multifamily apartment complex, hereinafter collectively referred to as the "Project " and more particularly described in Exhibit "A". B. The parties hereto desire to enter into an agreement whereby Owner retains Agent as Owner's sole and exclusive agent for the development of the project, and to manage, operate and supervise the maintenance of the Project all in accordance with the terms, covenants, conditions and agreements herein contained. NOW, THEREFORE, in consideration of the foregoing, and in consideration of the mutual terms, covenants, conditions and agreements herein contained, the parties hereto agree as follows: 1. Employment of Agent for Development. Owner hereby retains Agent as its sole and exclusive development agent to perform all due diligence necessary to develop the Project. 2. Acceptance of Agency and Duties of Agent. Agent hereby accepts such agency and agrees to perform all services reasonably necessary in connection with the development of the Project. Agent shall perform the following duties at the expense of Owner except as otherwise set forth: (a) Negotiating and obtaining bids; and contracting for technical reports, utilities, site preparation work, and construction contracts for the Project. (b) Negotiating with the community and potential tenant(s); and executing any development documents, instruments or contracts necessary. 3. Employment of Agent for Management. Owner hereby retains Agent as its sole and exclusive managing agent to manage, operate and supervise the maintenance of the Project, all upon the conditions and for the term and compensation hereinafter set forth. 4. Term of Agency. The term of this Agreement shall be for a period of time commencing with the date hereof and terminating on the date twelve (12) months from the date hereof. The term of this Agreement shall be extended for successive automatic one (1) year extended terms unless Owner or Agent shall terminate this Agreement by a written notice 2 given sixty (60) days prior to the end of the initial term of this Agreement or any extended one (1) year term. 5. Acceptance of Agency and Duties of Agent. Agent hereby accepts such agency and agrees to perform all services reasonably necessary in connection with the care, protection, maintenance and operation of the Project. Agent shall perform the following duties at the expense of Owner except as otherwise set forth: (a) Collect all rentals and other income from the Project, provided, however, that nothing herein contained shall constitute a guarantee by Agent of the payment of rent by tenants. (b) At the expense of Agent, maintain an adequate management staff sufficient to satisfy the needs of Owner in the management of the Project and in maintaining adequate books and records to account for and collect all rental income and make all necessary disbursements. (c) Secure services, supervise, discharge, and pay on behalf of Owner all servants or contractors necessary to be employed in the maintenance, operation and care of the Project. Agent shall execute on behalf of Owner such contracts as Owner may approve; and said contractors shall be deemed to be the contractors of Owner. Any employees secured and deemed necessary by Agent shall be Agent's employees. All building operating engineers, building maintenance men, service coordinators, building security personnel, janitorial service personnel, and other personnel whose activities are engaged in the operation, maintenance, care and protection of the Project shall be deemed to be Operating Personnel. Owner shall reimburse Agent for the cost of salaries and fringe benefits (including workers' compensation insurance) of such Operating Personnel and shall pay that portion of the salary and fringe benefits of other servants and employees of Agent who may from time to time be engaged in the maintenance, operation and care of the Project. (d) Purchase, on behalf of Owner, all equipment, tools, appliances, materials, supplies, and similar items necessary for the maintenance and operation of the Project. (e) Contract, on behalf of Owner, for materials, services and supplies necessary for the proper care, maintenance and operation of the Project, provided, however, that Agent shall not contract for any item exceeding One Thousand and No/100 Dollars ($1,000.00) without the prior written approval of Owner, except that this provision shall not apply. (1) in the case of emergency; (2) where such item is included in a budget previously approved by Owner in accordance with the provisions of Paragraph 6 hereof; or 3 (3) if such item is incurred in the ordinary course of Owner's business (e.g., insurance premiums, utility charges, or other operating expenses). (f) Enter into contracts on behalf of Owner for water, gas, electricity, sewer and other services and commodities necessary in the operation of the Project. (g) At its own expense, install and maintain for the benefit of Owner proper and suitable records and books of account in which there shall be properly recorded all receipts and disbursements connected with the management and operation of the Project, and a separate set of such records and books of account shall be maintained for the Project. All books of account shall at all times be open to the inspection and audit of any duly accredited and authorized representative of Owner and upon termination of this Agreement all such records and books of account shall be delivered to Owner by Agent. Agent agrees to maintain a bank account at a bank of its choice, unless a bank is designated in writing by Owner and said bank is acceptable to Agent, to which all monies received pursuant hereto shall be deposited and from which disbursements made pursuant hereto shall be made. (h) At Agent's expense furnish to Owner each month a detailed income statement prepared on a cash basis for the preceding month. Said statement shall be furnished to Owner by Agent on or before the twenty-fifth day of each month for the preceding month. (i) Provide for the making of all repairs, alterations, improvements, replacements, restorations and maintenance in and about the Project. (j) Apply for all municipal, state or governmental licenses, permits, inspection fees, or other governmental fees that may be required in the operation of the Project subject to receiving from Owner all funds necessary for such compliance. (k) At the expense of, but only upon the prior approval of the Owner to institute all necessary legal action or proceedings for the collection of rent or other income from the Project, or for the ousting or dispossession of tenants or other persons therefrom, and for all other matters requiring legal attention. (l) Perform such other duties as are customarily performed by agents managing similar properties in the respective location of the Project. Except as otherwise stated in Subparagraphs 5(b), 5(g), and 5(h) above, Agent shall be obligated to perform the responsibilities and obligations of Agent hereunder only to the extent funds of Owner are available therefore. Notwithstanding any other provisions herein, Agent shall be liable for its gross negligence, bad faith or breach of express provisions of this Agreement. No part of Agent's central office overhead expense or general or administrative expense incurred by Agent in the performance of its duties, shall be deemed to be an expense of Owner. Notwithstanding anything contained in this Paragraph 5 to the contrary, Agent shall have no obligation whatsoever to make payment of any real estate taxes or special 4 assessments levied in respect to the Project. It is specifically understood and agreed by the parties hereto that all statements, bills or invoices for such real estate taxes and special assessments should be addressed by the taxing authority directly to Owner, and Agent shall forward to Owner for payment all such statements, bills and invoices mistakenly delivered to Agent. 6. Budget. Agent shall prepare and submit to Owner, for its consideration, forty-five days before the beginning of each new year a proposed operating and capital budget (hereinafter referred to as the "Budget"), setting forth the estimated receipts and expenditures of the Project for the period covered by the Budget. When approved by Owner, which approval will be provided no later than the beginning of each new year, Agent shall, in good faith, use its best efforts to abide by and implement the Budget and shall be authorized, without the need for further approval by Owner, to make the expenditures and incur the obligations provided for in the budget. 7. Insurance. Owner shall procure or cause to be procured, at its sole cost and expense, the following insurance: (a) Insurance against loss or damage by fire, windstorm and other extended coverage risks for such amounts and covering such risks as Owner may determine in the exercise of its reasonable discretion. Agent shall be named insured on such policy. Agent will assist in the taking of bids from carriers and gathering necessary information to secure such bids. (b) General public liability insurance against claims for bodily injury, death or property damage, occurring in, on or about the Project and the adjoining streets, sidewalks and passageways. Agent shall be named therein as an insured party in addition to Owner. Agent shall procure or cause to be procured statutory worker's compensation insurance covering servants and employees engaged in the performance of this Agreement and the care, maintenance, operation and protection of the Project. Agent shall also procure professional liability insurance if requested by Owner, in which event Owner shall reimburse Agent for the cost of the same. 8. Working Capital. Owner shall cause an account to be set up in a bank to be designated by Owner. Agent will make all deposits of rental income or other income to said account and will make all disbursements on behalf of Owner from said account. The book and records in respect to such account shall be open at all times to the inspection of Owner. Owner shall have the reasonable right to direct the location (bank) at which such account is maintained and to direct all investments of funds subject to this agency, and shall be entitled to all income resulting therefrom (including compensating balance credit). 9. Agent's Bond. Agent, upon the written request of Owner, shall furnish to Owner a bond with surety satisfactory to Owner, in a sum to be reasonably acceptable to Owner, insuring that Agent and its employees shall perform and comply with all the conditions and provisions of this Agreement and faithfully account to and pay over to Owner all sums collected by Agent or held by Agent which are due Owner. 5 10. Indemnification. Owner shall save Agent harmless from all suits for damages in connection with the development, management, care, operation and maintenance of the Project, and from all suits or claims for damages arising from liability for injuries suffered by any person while in or about the Project to the extent that coverage is available to Agent under Owner's general public liability policy. Agent shall be a named insured on Owner's general comprehensive liability insurance policies. 11. Extraordinary Services. If Agent is called upon by Owner to perform services not customarily a part of the usual services performed by a managing or leasing agent, Agent shall be entitled to receive as additional compensation therefore an amount commensurate with such services, but only if Agent notifies Owner that an additional charge will be made for such service prior to providing the same. 12. Outside Services. Should, in the discharge of its duties, the Agent require the services of any professional, including, but not limited to an attorney, accountant, surveyor or real estate appraiser, which is not separately included in the approved Budget, the Agent shall first ask the Owner for its recommendation for the provider of such services, and only with the concurrence of Owner, retain such party on an agreed fixed fee service or at a billing rate approved by the Owner. All services performed shall be outlined before any action is taken, except in an emergency, such professional services shall be provided in conformity with the Owner's policy. 13. Forms. Owner reserves the right to adopt such lease forms, or other forms, as it may deem appropriate or necessary, and shall furnish Agent with such approved lease forms and other forms, and Agent shall thereafter use such lease forms and other forms in the negotiation and execution of all leases or other matters requiring formal legal documents. 14. Books and Records. (a) On or before the twenty-fifth day of each month during the term of this Agreement, Agent shall prepare and submit, or cause to be prepared and submitted to Owner, for the Project, a statement setting forth the Net Cash Flow for the prior month and year-to-date to the end of such prior month. The books, accounts and records of Owner relating to the Project shall at all times be maintained at the principal office of Agent at W134 N8675 Executive Parkway, Menomonee Falls, Wisconsin 53051, except as otherwise agreed upon. (b) Owner, at its option and at its sole expense, may conduct internal audits of the books, records and accounts of the Agent. Such audits may be on either a continuous or periodic basis, or both. 15. Compensation. Owner shall pay Agent the following compensation for its services: (a) A management fee at the rate set forth in Exhibit "B", attached hereto and made apart hereof, on all "Rental Income" (as that term is defined in said Exhibit "B") 6 received by or on behalf of Owner from the Project during the term of this Agreement or any renewal thereof. Said fee shall be payable monthly on or before the fifteenth day of each month, computed on Rental Income collected during the preceding calendar month. Said fee shall be paid by Owner to Agent as and for a management fee from and after the effective date of this Agreement and shall continue thereafter until the termination of this Agreement. Agent is authorized to pay such management fee from the bank account referred to in Paragraph 8. 16. Termination. Notwithstanding other provisions of this Agreement, the agreements herein contained shall be terminated and the obligations of the parties hereto shall thereupon cease, and an accounting shall be made by Agent to Owner, upon the occurrence of any such circumstances or event: (a) Upon consummation of a bona fide sale of the Project and delivery of possession to the new owner. (b) Upon substantial destruction of the Project and failure of Owner to restore the same within a period of one (1) year thereafter. (c) Upon a taking under eminent domain, or other like proceedings, this Agreement shall terminate with respect to the portion of the Project so taken, but shall remain in full force and effect with respect to the balance of the Project; provided, however, that if the taking is of a substantial portion of the Project so as to render the same unfit for continued use as a multifamily apartment complex, as the case may be, this Agreement shall terminate as to such Project on the date when said taking occurs. (d) If Agent is adjudged a bankrupt, or if Agent shall make an assignment for the benefit of creditors or seek relief from its creditors under any insolvency act, Owner may terminate this Agreement by serving written notice, by certified or registered mail, postage prepaid, at the address of Agent hereinafter set forth. (e) Upon the mutual agreement or consent of Owner and Agent expressed in writing. (f) Upon the expiration of the term of this Agreement without extension or renewal upon notice as provided for in Paragraph 4 hereof. (g) Upon sixty (60) days prior written notice to Agent from Owner at any time after the first anniversary of the commencement of this Agreement. (h) Upon prior written notice to Agent from “lender” and or its assigns, Owner's mortgagee, that an event of default has occurred pursuant to the terms of the loan documents and that “lender” elects to terminate this Agreement. Upon termination, Agent shall reasonably cooperate with Owner in Owner's transition to another managing agent for the Project subject to such termination. 7 17. Arbitration. Should Owner and Agent disagree on any question as to the true construction of any provision in this Agreement, or concerning any alleged violation of any such provision, or should there be any dispute of any kind or character between the parties hereto, such question shall be submitted to a Board of Arbitration of three (3) competent and wholly disinterested persons. The party demanding such arbitration shall give the other party written notice of such demand, stating specifically such question or questions to be submitted for their decision, and nominate a person to act as its arbitrator. Within ten (10) days after receipt of such notice, the recipient shall appoint the second arbitrator and give notice of such appointment to the other party. Within ten (10) days after the appointment of the second arbitrator, the two (2) arbitrators shall appoint a third arbitrator and the three (3) arbitrators so appointed shall have the power to set the time and place when and at which the arbitrators shall proceed, but in so doing shall give due consideration to the reasonable convenience of their parties and their witnesses. Upon such Board of Arbitration being instituted, it shall proceed with reasonable diligence to inquire into the question or questions at issue, as disclosed in such notice, and may take such evidence as it may deem necessary, or as either party may submit without requiring witnesses to be sworn, and may hear arguments of counsel or others. After the parties have been heard, it shall proceed to make its determination in writing and the same, when signed by two (2) or more of the arbitrators, shall be final, binding and conclusive upon the parties hereto. The books and records of the parties, insofar as they relate to any matter subject to arbitration, shall be open to examination of the arbitrators. In the event the arbitrators are unable to formulate a majority report within thirty (30) days after the selection of the three (3) arbitrators, either party may make application to the Senior Judge of the United States District Court for the Division and State where the Subject Property is located and such Judge shall prepare a report after taking such evidence as he deems necessary and proper, and, in such event, the report of such Judge shall be final, binding and conclusive upon the parties hereto. Owner and Agent shall each pay one-half (½) of the fees and expenses of the arbitrators and all fees and expenses of its own witnesses and counsel. If either party hereto shall refuse to abide by the determination made by the Board of Arbitration, the adverse party may enforce the same by appropriate proceedings in any court of law or equity. 18. Notice. Notices hereunder shall be valid if mailed by first class registered or certified mail, postage prepaid, addressed as follows: (a) If to Owner: Continental 601 Fund LLC W134 N8675 Executive Parkway Menomonee Falls, WI 53051 (b) If to Agent: Continental Properties Company, Inc. W134 N8675 Executive Parkway Menomonee Falls, WI 53051 8 or to such other address, with respect to the parties, as such party shall notify the other parties hereto in writing as above provided. 19. Assignment. Agent shall be prohibited from assigning its interest in this Contract without the written consent of Owner, but it may subcontract portions thereof to competent subcontractors. Agent may assign its interest to a corporation affiliated with Agent, but shall not be released from liability by reason of such assignment. Remainder of Page Intentionally Blank SEPARATE SIGNATURE PAGE TO FOLLOW 9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. OWNER: CONTINENTAL 601 FUND LLC, a Delaware limited liability company By: CONTINENTAL PROPERTIES COMPANY, INC., a Wisconsin corporation, its manager By: Daniel J. Minahan, President AGENT: CONTINENTA L PROPERTIES COMPANY, INC., a Wisconsin corporation By: Daniel J. Minahan, President 10 EXHIBIT A TO REAL ESTATE MANAGEMENT AGREEMENT LEGAL DESCRIPTION To be attached 11 EXHIBIT B TO REAL ESTATE MANAGEMENT AGREEMENT 1. Management Fee (See Paragraph 15(a) of attached Real Estate Management Agreement): (a) The Management Fee for the Project shall be four percent (4%) of Effective Gross Income. Effective Gross Income shall be defined as gross effective rent plus all other income (including, without limitation, garage income, utility pass through fees, bad debt collections and all other income) less total rental losses (which include vacancy, model units and market concessions, if any). 1 CONSTRUCTION MANAGEMENT AGREEMENT This Agreement made as of the ____ day of _______, 2021 between Continental 601 Fund LLC, a Delaware limited liability company (the “Owner”), and Continental Properties Company, Inc., a Wisconsin corporation (the “Construction Manager””), and relating to work to be performed in the multifamily project located in Madison, WI as more particularly described in Exhibit “A” attached hereto and incorporated herein by reference thereto (hereinafter “Project”). The Owner and Construction Manager agree as set forth below. WITNESSETH 1. Employment of Construction Manager. Owner hereby retains Construction Manager as its sole and exclusive managing agent to manage, operate and supervise the Construction of the Project, all upon the conditions and for the term and compensation hereinafter set forth. 2. Term of Agency. The term of this Agreement shall be for a period of time commencing with the date first set forth above and terminating on the completion of all construction on the Project. 3. Scope of Work. The Construction Manager covenants with the Owner to further the interest of the Owner by furnishing the Construction Manager's skill and judgment and cooperation with and in conjunction with, the services of the general contractor as set forth in the Construction Contract entered into as of the ______________ by and between Continental 601 Fund LLC and __________________ (the “General Contractor”). The Construction Manager agrees to furnish business administration and management services and to perform in an expeditious and economical manner consistent with the interest of the Owner. The Construction Manager agrees to perform the following basic services: (a) Provide administrative, management and related services as required to assure the work of the General Contractor is completed in accordance with the Owner’s objectives for cost, time and quality. Construction Manager shall provide sufficient organization, personnel and management to carry out the requirements of this agreement. Construction Manager shall report to Owner if Owner’s objectives for cost, time and quality are not being met. 4. Compensation. The Owner shall compensate the Construction Manager for the services provided as follows: (a) Construction Manager shall earn a construction administration fee equal to __________________________________and 00/100 Dollars ($___________________) (the “Construction Administration Fee”). Owner shall pay the Construction Administration Fee to the Construction Manager in progress payments as permitted by the construction lender provided that to the extent not so permitted to be paid, the Construction Administration Fee shall be paid as Cash Flow and Net Cash Proceeds are available in accordance with the provisions of that certain Amended and Restated Operating Agreement of Owner dated as of _____________. (b) Construction Manager shall be paid the amount of ___________ as reimbursement for the services of the Project Engineer in accordance with the Project Budget, with such payment being made on a percentage of completion basis. (c) Construction Manager shall be reimbursed for the reasonable travel and lodging expenses of Construction Manager’s Construction Project Manager assigned to the Project, with such reimbursement due within 30 days of invoice from Construction Manager to Owner for the same. 2 (d) For additional services of the Construction Manager compensation shall be negotiated when additional services are required. 5. Insurance. Owner shall name Construction Manager as a named insured with its liability insurance carrier and as a named insured on its builder's risk insurance. Construction Manager shall procure or cause to be procured statutory worker’s compensation insurance covering servants and employees engaged in the performance of this Agreement and the care, maintenance, operation and protection of the Project. 6. Indemnification. Owner shall save Construction Manager from all suits for damages in connection with the management, care and operation of the Project, and from all suits or claims for damages arising from liability for injuries suffered by any person while in or about the Project to the extent that coverage is available to Construction Manager under Owner’s general public liability policy. Construction Manager shall save Owner harmless from all suits or claims for damages arising from liability for injuries suffered by any person arising from actions of the Construction Manager outside the scope of its agency. 7. Outside Services. Should, in the discharge of its duties, the Construction Manager require the services of any professional, including, but not limited to an attorney, accountant, surveyor or real estate appraiser, which is not separately included in the services of the General Contractor, the Construction Manager shall first ask the Owner for its recommendation for the provider of such services, and only with the concurrence of Owner, retain such party on an agreed fixed fee service or at a billing rate approved by the Owner. All services performed shall be outlined before any action is taken, except in an emergency, such professional services shall be provided in conformity with the Owner’s policy. 8. Termination. Notwithstanding other provisions of this Agreement, the agreements herein contained shall be terminated and the obligations of the parties hereto shall thereupon cease, and an accounting shall be made by Construction Manager to Owner, upon the occurrence of any of the following events: (a) Upon consummation of a bona fide sale of the Project and delivery of possession to the new owner. (b) Upon substantial destruction of the Project and failure of Owner to restore the same within a period of one (1) year thereafter. (c) Upon taking under eminent domain, or other like proceedings, this Agreement shall terminate with respect to the portion of the Project so taken, but shall remain in full force and effect with respect to the balance of the Project; provided, however, that if the taking is of a substantial portion of the Project so as to render the same unfit for continued use as an apartment project, as the case may be, this Agreement shall terminate as to such Project on the date when said taking occurs. (d) If Construction Manager is adjudged a bankrupt, or if Construction Manager shall make an assignment for the benefit of creditors or seek relief from its creditors under any insolvency act, Owner may terminate this Agreement by serving written notice, by certified or registered mail, postage prepaid, at the address of Construction Manager hereinafter set forth. (e) Upon the mutual agreement or consent of Owner and Construction Manager expressed in writing. (f) Upon the expiration of the term of this Agreement without extension or renewal upon notice as provided for in Paragraph 2 hereof. 3 (g) Upon prior written notice to Construction Manager from Great Southern Bank, a Missouri State Chartered Trust Company (“Lender”), Owner’s mortgagee, that an event of default has occurred pursuant to the terms of the loan documents and that Lender elects to terminate this Agreement. Upon termination, Construction Manager shall reasonably cooperate with Owner in Owner’s transition to another managing Construction Manager for the Project subject to such termination. 9. Notice. Notices hereunder shall be valid if mailed by first class registered or certified mail, postage prepaid, addressed as follows: (a) If to Owner: Continental 601 Fund LLC c/o Continental Properties Company, Inc. W134 N8675 Executive Parkway Menomonee Falls, WI 53051 (b) If to Construction Continental Properties Company, Inc. Manager: W134 N8675 Executive Parkway Menomonee Falls, WI 53051 or to such other address, with respect to the parties, as such party shall notify the other parties hereto in writing as above provided. 10. Assignment. Construction Manager shall be prohibited from assigning its interest in this Agreement without the written consent of Owner, but it may subcontract portions thereof to competent subcontractors. Construction Manager may assign its interest to a corporation affiliated with Construction Manager, but shall not be released from liability by reason of such assignment. 4 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. OWNER: CONTINENTAL 601 FUND LLC By: CONTINENTAL PROPERTIES COMPANY, INC., its manager By:____________________________________ Daniel J. Minahan, President CONSTRUCTION MANAGER: CONTINENTAL PROPERTIES COMPANY, INC. By:____________________________________ Daniel J. Minahan, President 5 EXHIBIT A Legal Description To be attached March 19, 2021 The following summary of questions and responses has been compiled based on feedback obtained through the Neighborhood Town Hall meeting held via Zoom on March 3, 2021 as well as through various direct emails from residents all emails have been provided to City Staff for their record. Continental is currently completing due diligence on the property. It has contracted a Survey Team, Civil Engineer, Traffic Engineer, and other consultants to assist in responding to the comments and concerns outlined below. Host: Continental Properties Eric Thom – Development Director Benjamin Lang – Development Coordinator Attendees: Please see enclosed attendee list. Summary of Online Townhall Meeting – *Note: Repetitive questions have been combined. 1. What will be the use on Lot 2? The property owner has requested Continental pursue a similar zoning as is approved on Lot 1. The intent of the property owner is to continue to farm Lot 2 until a developer and specific plan are identified. 2. What are access Plans? In General neighbors communicated concern regarding connection to Almond Lane, potential future connections to Birch Drive and Pine Drive, and increased demand on Blake Blvd. and Route 31. a. Almond Lane – While Almond Lane was most recently proposed as an Emergency ONLY access, we have heard the concerns of the residents, and Continental will continue working with its engineering team, City staff, and City/Emergency services to attempt to safely eliminate any connection to Almond Lane. b. Birch Drive and Pine Drive – Given there is no specific plan for Lot 2 at this time, Continental suggests the City of McHenry and the future developer determine specific details of access to that site at the time of development. Continental can commit to providing (3) access points along the South side of its plan via public access easement to provide ample opportunity for safe and convenient access to Lot 2. c. Blake Blvd. and Route 31 – Continental has contracted a traffic engineer to analyze current and future demand on these roads. Its engineer is completing its analysis and report as of today (3/19/2021) and will be provided as a part of Continental’s formal application package for City Staff, Planning and Zoning Commission, and City Council’s consideration. 3. Why does the plan not provide playgrounds and park space for future residents with children? a. Continental’s resident demographics indicate that on average, only 9% of the population of Continental’s communities consist of children. However, on average 30-40% of residents include requests for pets in their applications. Continental elects to provide an enclosed pet playground with proper amenities for its residents to better align with the needs and desires of most of its residents. In addition, Continental has been working closely with City Staff and the Parks and Recreation department to determine if a parkland donation is desired with this development. Continental understands that due to the current financial status of the parks and recreation department, a donation of cash in lieu of physical land will make a more substantial positive impact on the community. Continental commits to continuing to work closely with staff and the Parks and Recreation department to determine the final parkland donation, which will be fully addressed in Continental’s Development Agreement with the City in McHenry. 4. Will the proposed trail run along the east property line adjacent to neighboring property? No – there was a callout shown that was a remnant of an outdated plan. The entire eastern buffer area is reserved to responsibly manage stormwater runoff and provide landscaping/screening for benefit of the neighborhood. 5. Why would this community lease better than existing multifamily in the City of McHenry? In addition to Authentix McHenry being a new construction community with desirable amenities, Continental conducted a study of competitive properties in the vicinity and determined that they are leasing and performing well (>94% occupancy). The main community of concern, Fawn Ridge, has indeed seen a recent dip in occupancy, however this dip correlates with the start of renovations being completed in units experiencing turn over starting Feb 2020. 6. Where will residents of this community work? According to the American Community Survey, the average commute time for City of McHenry residents is +/- 30 min. The top 10 employers within 30 min. account for nearly 11,000 jobs, mainly in the Professional and Business Services, and Education and Health Services sectors. These sectors are among the top employment sectors seen in the demographics of Continental’s existing communities. 7. Why are some online ratings so low? Indeed, Glassdoor Better Business Bureau? a. Indeed and Glassdoor – Indeed yields an average of 3.5 out of 5 stars, and Glassdoor 4.2 out of 5 stars. In both cases, the highest frequency response returned is a 5-star review. Note, the average overall employer rating on Glassdoor is a 3.5 out of 5. b. Better Business Bureau only shows 5 complaints in the past three years. Since the BBB is targeted toward negative feedback, this source is not an accurate source of feedback and reviews when compared to sources such as Glassdoor, Indeed, Apartments.com. c. Continental’s Properties’ home office and individual properties receive numerous awards for being great places to live and work. Examples include: 1. Continental Properties has been named a “Top Work place” by the Milwaukee Journal Sentinel for 8 consecutive years, and has also been named to the “Best Places to Work in Multifamily” three years in a row, and “Best Places to Work in Multifamily for Women” in 2020. 2. Continental has (6) properties in the top 1% of >120,000 communities per J Turner, which is a 3rd part industry research company that specializes in researching and understanding multifamily properties. See the list here: https://bit.ly/2Q9xC27 - Search for ‘Continental Properties’ 3. Continental also had (18) of its communities in “Apartments.com’s” top-rated list. See the list here: https://bit.ly/38Xs01x - Search for “Springs @ ‘Location” 8. Why are websites and brochures for all communities so similar? Part of our success as a property development and management company centers around building a brand that residents can rely on. This is also our goal with our Authentix brand. While our communities are intended to look, feel, and operate similarly we are always open to work alongside municipal leaders to craft a community that is successful for us, our residents, and the greater neighborhood. In this specific instance, we are working with staff to tailor the site plan, exterior finishes and other specific conditions for this proposal. 9. Why is Continental requesting the Water and Sewer Capital Impact Fee reduction? The fee reduction being requested was formulated by comparing historic usage rates in Continental’s existing communities vs. the estimated demands that the City’s third-party engineer utilized to calculate impacts of future development. The goal of the reduction being requested is for our development to be assessed a fee that is no more, and no less, than the fair share of demand that this community will place on the City’s infrastructure. 10. How does the water billing work and why are you requesting reductions if you’re billing tenants? It is important to differentiate monthly water bills vs. and development impact fee. The reduction we are requesting is in relation to the one-time up-front fee to cover our fair share of improvements for our demand on the City’s water and wastewater infrastructure. Actual water billing is handled based on the water usage billing in each municipality. In each community, we submeter each individual unit and each home is only charged for the water they use in each month. This is a payment structure that residents agree to when signing a lease. 11. Why does it seem there is so little green space? Continental is designing the site based on ordinance required landscaping and impervious vs. pervious requirements. The benefit of an IDD zoning district is to allow certain design decisions that would not be attainable with a base zoning district. The specific intent in this community was to leverage open green spaces into larger, more usable/beneficial spaces rather than semi- public yards which would be rarely, if ever, utilized for their intent. Some examples of the benefits of the design flexibility include the expanded buffer along the Eastern property line as well as the large detention area with a public trail and the community green space to the East of the Clubhouse/Pool deck. 12. How will headlights and noise/light pollution from cars and parking be addressed? Continental is working with City Staff, Planning and Zoning, and is weighing the feedback received during the neighborhood meeting. 13. Won’t this create more run-off and make flooding in yards worse? No – A development proposal such as this will be required by ordinance and governmental agencies to responsibly manage its own run off, unlike the current farm field. Grading, and stormwater facilities will be designed to manage stormwater flows from the development. 14. If you lived in this neighborhood, how would you feel about this proposal? The current zoning of this site would legally allow a range of commercial uses to be developed on the property. The current regulations could allow a 35’ tall commercial building just 30-40’ from the existing property line, with a parking lot potentially 5’ off of the property line. This proposal, in comparison, is proposing to locate 2-story, residential scale buildings over 100’ off the property line, with consideration for screening and landscaping in the >50’ space between it and the property line. Continental will provide further detail on buffering of this area with its formal zoning application. 15. What is benefit of the community for current McHenry Residents? A. Improved Retail and Development Momentum - Continental’s past retail experience leads us to understand that a greater concentration of population adjacent to commercial areas will attract higher quality retail users for the enjoyment of all residents of McHenry. B. Property Taxes - Continental will add a substantial amount to the total EAV of the differing tax levying districts in McHenry and McHenry County. Continental cannot control the levies of these entities, but simply put, a situation where no change or a reduction is made to the overall levy it will yield lower property taxes, and an increase in the overall levy would yield more funds for municipal leaders to leverage toward public facilities and improvements. C. Reduced risk of future Neighboring use – as described in 14 the current zoning of the property allows for a range of intense retail and commercial uses. The proposal represents a decrease in intensity of use here, and guarantees a transitional and compatible use, rather than some of the less desirable neighboring uses allowed by the C-5 Highway commercial zoning district. 16. What happens if units go unrented? Continental uses a vast array of data to analyze rental supply and demand and set appropriate rents for its communities. It is in Continental, and the City’s best interest for these homes to be occupied. Continental is confident that there will be a low level of vacancy given the specific supply and demand fundamentals in the City of McHenry. In addition, if homes do not rent, Continental will need to continue to maintain them until a resident is identified. 17. Why can’t the pond be moved to the East property line? Stormwater best practices are to locate the detention and subsequent facilities at the lowest elevation to properly drain every portion of a given development. Moving it to any other location on the available land would be an inappropriate location to manage the flows. 18. Why aren’t there more garages? The quantity of garages provided allows for flexibility in rent levels. Those who don’t need or don’t want to pay extra for an attached garage are not required to pay the associated higher rent level when the garages are treated as a first come first serve amenity. 19. Who will be responsible if the subdivision continues to flood? Continental can only manage stormwater coming from the property in question. 20. What will property taxes per building be? Estimates have been provided to City staff for their review. 21. Has Continental taken into consideration State of Illinois’ overall population losses? Continental is not particularly concerned with the statewide population fundamentals, but rather the more granular market and submarket that McHenry is located in. All data points to a housing shortage in this area. 22. What specifically attracted Continental to this location? Proximity to retail and dining options, and convenient access to major vehicular thoroughfare and other community amenities. 23. Who is Continental’s research department? An entire team of market research analysts and experts whose job entails researching and analyzing housing fundamentals to identify areas where our communities will satisfy an undersupplied market. 24. What will this do to our property values? M.I.T’s Center for Real Estate conducted a study that found: “We find that large, dense, multi-family rental developments...do not negatively impact the sales price of nearby single-family homes.” In addition, Continental found that in (4) if its midwestern multifamily developments, adjacent fee simple homes did not realize significant impacts in home values. There is no data that indicates that single family home values in the area will be negatively impacted. 25. What are screening criteria for the community? Please see enclosed “Residential Criteria” 26. Who owns the property? The property was originally owned by Blake Farms, LLC. It was purchased from them by the current owner, Vantage Holdings, LLC. If proper approvals and agreements are reached, Continental will purchase and close on the land following City Council and engineering approvals. 27. Why is the parking reduction being requested? Continental Properties operating experience indicates that in the Western Chicago suburbs, a parking ratio of 1.75-1.95 parking spaces per home is ideal. Provisions of extra spaces will likely go unused, and unnecessarily increase impervious area, and reduce green space and landscaping. The International Traffic Engineers Design Manual notes that a range of 1.3-1.94 spaces per unit is the ideal range. Continental is proposing a ratio 1.95-2.0, pending finalizing engineering details. 28. Has Continental Developed adjacent to a Single-Family Community before? Yes – Please see examples below: Communities In the Midwest: · The Springs at Knapp’s Crossing (Grand Rapids, MI) is adjacent to a smaller number of Single- Family homes. · The Springs at Egan Drive (Savage, MN) is across the street from Single Family homes. · The Springs at Lake Elmo (Lake Elmo, MN) – Adjacent to new construction Single Family homes There are also a number of communities directly adjacent to for-sale townhomes including: · Springs at Three Oaks (under construction – Crystal Lake, IL) · Springs at Orchard Road (North Aurora, IL) · Springs at Weber Road (Romeoville, IL) A few of our projects outside of the Midwest adjacent to single family homes: · Springs at Port Orange (Port Orange, FL) · Springs at Tapestry (Kissimmee, FL) · Springs at McKinney (McKinney, TX) · Springs at Red Mountain (Mesa, AZ) 29. How do we determine Occupancy? There are two methods we’ve used to determine occupancy: a. City of McHenry Population projections for Multifamily communities (Per ordinance): a. 550 residents b. 27 school aged children b. Continental Properties Existing Illinois Community Data – a. 1.8 to 1.9 residents per home = 520-548 residents 30. What are projected rents? Current projections range from about $1,000 – 1,800 for Studio through 3BR homes 31. How will the community affect crime in the area? Studies by by ESRI (Envornmental Systems Research Institute) note that: “Multi-family development is not necessarily associated with high crime rate, but socioeconomic status is.” Continental’s existing community demographics show a median household income of $75,400/year, which is above the City of McHenry’s Median Household Income of $72,681/year. This is also substantially above the USA Per Capita income of $30,800 per year. In addition, as owner and operator of our communities, it is in Continental’s best interest to maintain the properties safety, quality, and value. 32. Why hide the development? The development will be highly visible from Highway 31. The Clubhouse and associated signage will be elevated above the existing commercial. 33. Was this originally to be out by Bull Valley and Walk up? No – Continental did not pursue any other locations to this level of detail. 34. What are your plans for the trash? There is a trash compactor provided, and a trash pickup contractor will provide door to door pickup multiple times per week. 35. What measures have been taken to be sure there no environmental issues? Wildlife, groundwater, wetlands? All proper due diligence is being completed as a part of this project. A Natural Resource Inventory report has been completed, and Environmental Survey has been contracted, Geotechnical Engineering survey is underway, and Wetlands Surveys will also be completed.