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Plan Council Packet 2012 11-29-12 J�o c►r o United City of Yorkville J AL %A 800 Game Farm Road EST. -� _ 1836 Yorkville, Illinois 60560 4 Telephone: 630-553-4350 C- Fax: 630-553-7575 Lt. ►�•�' PLAN COUNCIL AGENDA Thursday,November 29, 2012 9:00 a.m. City Conference Room 8:45 a.m. Staff meeting 1. Minutes for approval February 23, 2012 2. PC 2012-11 Kendall Crossing, LLC Preliminary & Final Plat Adjournment PLAN COUNCIL Thursday, February 23, 2012 9:00 a.m. Yorkville City Hall Conference Room 800 Game Farm Road, Yorkville, IL 60560 Attendees: Krysti Barksdale-Noble, Community Development Director-United City of Yorkville Pete Ratos, Building Code Official-United City of Yorkville Eric Dhuse, Director Public Works -United City of Yorkville Joe Phillips—D Construction Management David Schultz—HR Green, Inc. Julie Morrison—EEI, Inc. The meeting was called to order at 9:03 a.m. by Krysti Noble, Community Development Director. The minutes from the last meeting (October 27, 2011)were approved as submitted. Staff Comments: Ms. Noble provided an overview as presented in a memo dated February 13, 1012. The following responses to those comments were provided by Joe Phillips of D Construction and David Schultz of HR Green, Inc.: D Construction estimates approximately 50— 100 cubic yards of clean soil/fill per truckload- anticipated with 10-100 truck loads pre day during the reconstruction of IL Rt. 47 to-and-from the project site. Mr. Dhuse expressed concern regarding the wear and tear of the newly resurfaced Fox Road, which is not currently posted with maximum truck load limits. Ms. Noble and Mr. Dhuse stated truck access on Pavilion will be prohibited. ➢ The anticipated hours of operation will be 7:00 a.m. to 5:00 p.m. daily during the week. ➢ The anticipated time frame for the use of the property will be two (2)to three (3) years, and then reverted back to agricultural use. ➢ The proposed stock pile area for the clean fill will mostly likely occur along the far northern parcel as an earthen berm buffering the site from the adjacent railroad line. There may also be a stock pile along the eastern property boundary of the northern parcel creating a buffer between the subject property and the adjacent Fox Glen residential subdivision in unincorporated Kendall County. The berm(s)will also be seeded and maintained by the owner. ➢ Re-spread of the clean soil is also planned throughout both the northern and southern parcels. ➢ The proposed temporary entrances off of Fox Road will require permitting from Kendall County's Highway Department and the owner has been in contact with Fran Klaas, the County's engineer. There was discussion regarding the spacing between the proposed temporary entrances being too close together. Mr. Schultz said that the proposed locations were not final and site distancing was considered in the placement of the entrances, but may be revised depending on Kendall County's direction. Mr. Phillips also assured that there will be only one (1) entrance used at any given time. ➢ Staff discussed the required$5,000.00 Street Cleaning deposit and that additional bonding/security may be needed at the suggestion of the City's Engineering consultant for security for potential road repair needed caused by heavy truck traffic. Mr. Phillips acknowledged this and stated they have put up deposits for similar projects in other communities. ➢ Mr. Phillips explained the role of the State and their contracted environmental engineer, ENMARC, with regard to testing of the soil for contaminates and certifying the soil being hauled to the subject property is clean soil per IEPA regulations. ➢ Ms. Morrison, City engineering consultant from EEI, asked if the property had any floodplain and, if so, it must be delineated on the plans. Mr. Schultz concurred. ➢ Mr. Schultz mentioned that they will be reaching out to the area residents to hold a meeting to explain the proposed temporary use and answer questions prior to the Plan Commission public hearing. This would primarily include the Fox Glen residents. Mr. Dhuse mentioned they should reach out to the owner of the property to the West, Mr. Theis of Evergreen Farms. Ms Noble also encouraged contacting the residents of River's Edge, as well as the residents of White Oak Estates subdivisions. Ms. Noble said a follow-up letter will be provided to the applicant by the end of the week summarizing Staff comments and requesting additional information to be provided before or during the Public Hearing meeting. The meeting was adjourned at 9:35 a.m. Minutes respectfully submitted by: Bonnie Olsem cip Memorandum EST. 1836 To: Plan Council From: Krysti Barksdale-Noble, Community Development Director Kendae t°unTy I'!<LE '�� CC: Bart Olson, City Administrator Date: November 20, 2012 Subject: PC 2012-11 Kendall Crossing, LLC (former Countryside Center) Preliminary&Final Plat Submittal I have reviewed the Preliminary Plat dated November 7, 2012, Civil Set Design Development Submittal and Final Plat dated November 8, 2012 prepared by RB & Associates Consultants Inc; as well as supplemental Topographic Survey, Landscape Plan prepared by Upland Design Ltd. dated November 14, 2012, Photometric Plan prepared by RAB Lighting dated 9/28/2012 and a Letter to IDOT from Pike Engineering Co. dated 11-6-12 regarding the proposed Kendall Crossing development located at the northwest corner of Rte. 47 and Countryside Parkway. Based upon my review of these plans and documents, I have the following comments: General Comments: • An overall Site Plan of the Development must be provided which provides a site data table, inclusive of the following: 1. Zoning Classification—B-2 General Business District (PUD) 2. Square footage and percentage of site covered with buildings, if any. 3. Square footage and percentage of site covered with impervious surface. 4. Total number of parking spaces and loading spaces provided. 5. Type and intensity information for commercial building on Lot 1 (i.e., 1,900 seat Cinema/Theater, Gross Floor Area, Floor Area Ratio, height, etc.) 6. Dimensioned setback of commercial building on Lot 1 from property lines. • A Site Plan should also include the location of the trash enclosure. • Ordinance 2012-40 for Preliminary Concept Plan Approval granted by the City Council on October 23, 2012 authorized a variance from Section 10-1-3-C of the off-street parking standards to permit parking spaces to be narrower than the minimum required 8.5 feet for 90 degree stalls. All plans must provide dimensions for parking stalls on the development. • Ordinance 2012-40 also granted relief from the required 662 parking spaces to permit a total of 418 parking spaces. Again, the provided number of parking stalls must be provided in a site data table on the Preliminary and Final Plats. • Ordinance 2012-40 permitted a variance from the Landscape Ordinance requirements of providing one (1) landscaped island for every 20 parking space, subject to staff's review and approval. Landscape Plan comments will be provided under a separate memorandum. • Ordinance 2012-40 further granted relief from providing the required two (2) off-street loading docks to only having to provide one (1) loading dock for the theater. • Authorization was also granted under Ordinance 2012-40 to vary from the Subdivision Control Ordinance and stormwater management requirements, subject to the review of final engineering plans and the recommendation(s) of the City Engineer. Review comments from the City Engineer will be provided under a separate memorandum. • A written Development Plan Schedule is required indicating timing of construction for completion of each phase, and at a minimum the theater(Lot 1). Architectural Review Comments: • Color elevations and/or renderings which identify material and styling proposed. Staff suggests providing a material sample board. • Rooftop equipment plan which illustrates the location of all proposed mechanical equipment is required. • Building signage is illustrated on the elevations. A separate signage plan should be submitted with dimensions, illumination and materials for review. q �i November 20, 2012 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Kendall Crossing Preliminary and Final PUD Engineering Plan Review United City of Yorkville, Kendall County, Illinois Dear Krysti: We are in receipt of the preliminary plat dated November 7, 2012, final engineering plans and final plat dated November 8, 2012 prepared by RB & Associates for the above referenced project. Our review of these plans is to generally determine their compliance with local ordinances and whether the improvements will conform to existing local systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review, we cannot and do not assume responsibility for design errors or omissions in the plans. As such, we offer the following comments: Preliminary Plat Review 1. A legal description should be added to the first sheet of the plat. 2. A site data table should be added including the pertinent items noted in the PUD Ordinance. The parking stall dimensions should be provided in the site data table. 3. The lots should also depict building footprints and dimensioned setbacks. Information regarding purpose/use and height of buildings should also be provided. 4. The existing zoning and land use of adjacent property within 500' of all sides of the site should be noted. 5. There appears to be several existing easements within the proposed development. The text is illegible. The existing easements need to be depicted clearer. 6. The developer should provide comment on the intentions of the proposed easement that traverses through the middle of several lots. Proposed easements need to be clearly defined. Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax — www.eeiw'• • Ms. Krysti Barksdale-Noble November 20, 2012 Page 2of3 7. Detailed topography of the intersections of the interior streets with Countryside and Center Parkway should be provided. 8. A better understanding of how the proposed development will maintain or not maintain access points with neighboring lots should be provided. 9. Existing water main should be shown. 10. Soil borings should be submitted for review. 11. Any proposed loading areas should be identified on the plans. 12. It is unclear whether the sheets labeled Topographic Survey are a continuation of the preliminary plat. If so, there titles should be changed. 13. A preliminary engineering plan has not been submitted, rather the petitioner is moving immediately to final engineering. Final Engineering 14. A storm water management report needs to be submitted. 15. A traffic study needs to be submitted. 16. The plans are generally incomplete; therefore we are only able to offer a partial review. 17. The City's construction notes for water main construction and YBSD's notes for sanitary sewer construction need to be added to the plans. 18. Detailed proposed grading needs to be provided. 19. Lot lines and property lines need to be shown on the plan sheets. 20. Roadway widths need to be dimensioned. 21. The amount of proposed storm sewer inlets within the parking areas appear to be inadequate. Please note that a maximum of six inches is allowed for ponding with a 10-year design storm. 22. Rims and inverts of existing and proposed utilities need to be shown. 23. The existing water main and sanitary sewer are in poor condition. The replacement of this infrastructure should be discussed. 24. All appropriate utility permit applications need to be submitted for review. 25. Appropriate details need to be added to the plans. 26. The final engineering plans need to be submitted to IDOT for review and comment. Any comments from IDOT should be provided to the City. Ms. Krysti Barksdale-Noble November 20, 2012 Page 3 of 3 27. The plans need to be submitted to YBSD for review. Please forward their comments to us upon receipt. 28. A clean version of the photometric plan needs to be submitted. The version that was provided is difficult to read. As required by City ordinance, a minimum average of 2.0 foot-candles, as measured across the entire parking lot and a maximum of 1.0 foot-candles measured at the adjoining property lines must be met. 29. A cost estimate for the proposed improvements needs to be provided. 30. A proposed construction schedule needs to be provided. Final Plat Review 31. The minimum font size should be 8 pt. Currently, numerous items are difficult to read. 32. The Public Utilities and City Collector's certificates should be removed. 33. The City Utility Easement provisions are incorrect and should be replaced with the Public Utility language. 34. The private utility easement provisions are shown on both sheets; one should be removed. 35. Building setback lines need to be shown. 36. Provisions for access easements need to be provided. 37. The widths of adjacent right-of-ways need to be shown. The developer should provide the requested information and make the necessary revisions and submit two (2) sets of plans for further review. If you have any questions or if you require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President PC: Mr. Bart Olson, City Administrator Mr. Eric Dhuse, Director of Public Works Ms. Laura Schraw, Interim Director of Parks and Recreation Ms. Lisa Pickering, Deputy Clerk Mr. Dan Kramer Mr. Ron Bauer, RB &Associates JAM, JWF, EEI \\MILKYWAY\EEI_Storage\Docs\Public\Yorkville\2012\Y01220-DR Kendall Crossing\Dots\I coy Review.doc .� ° dip Memorandum a -, EST. 1836 To: Krysti Barksdale-Noble, Community Development Director From: Laura Schraw, Interim Director of Parks and Recreation CC: Brad Sanderson, EEI Date: November 20, 2012 °� Kendae t°unTy Lj<LE ��. Subject: Kendall Crossing Neighborhood Cinemas Landscape Plan Review I have reviewed the landscape plan for the Neighborhood Cinemas dated November 14, 2012 and have prepared the following comments: General Comments: 1) The plans need to include the following information as listed in 8-12-3 General Standards: a. The location and dimension of all existing and proposed structures,parking lots, sidewalks, ground signs, refuse disposal areas, free standing electrical equipment and other freestanding structural features. b. Name, location, right-of-way and pavement widths of abutting streets. c. The current zoning and land use for adjoining properties and properties located across abutting streets. d. The location of all freestanding signage on adjacent parcels. e. The location and contours, at one foot(1') intervals, of all proposed berming and storm water detention/retention ponds. f. Elevation and location of all existing and proposed fences. g. Location of all existing and proposed utilities and easements. h. Property line dimensions. 2) All lighting, fire hydrants, storm sewer, etc. needs to be indicated on the plans. 3) The square footage of the buildings shall be shown on the plans. 4) Several of the planting areas in the middle of the parking areas are not shown with curb. Please clarify if they are to collect water(bioswale) or will be curb and gutter. 5) ADA ramps shall be shown on the plan. 6) Signage locations shall be shown on the plan. 7) Indicate the location of any stop signs or directional signage. 8) A chart shall indicate the required number of trees per ordinance and the variance as requested. This includes required trees based on building SF, right-of-way boundaries, parking spaces, etc. 9) A landscape buffer yard is required between the property and any public right-of-way. 10)Autumn Blaze Maple is not an approved species. Please see the attached Landscape Ordinance 2009-42 with highlights that indicate the sections of the ordinance that pertain to this development. 2�cE0 C/J`. United City of Yorkville d d [ D 26 800 Game Farm Road NOV 1 c 2012 ? _ - 'BM Yorkville, Illinois 60560 Telephone: 630-553-4350 COMMUNITY DEVELOPMENT Fax: 630-553-7575 DEPARTMENT <tE �b4 PC# APPLICATION & PETITION Please Check One: x Preliminary Plan Final Plat Development Name: Kendall Crossing Date of Submission: November 1 ,5 2012 1. Name of Petitioner(s): Kendall Crossing, LLC. Address: 207 W. Kendall, Yorkville, IL 60560 Phone Number: 630-269-6385 Fax Number: 630-553-5117 Email Address: 7 i mratos @9mail.com 2, a). Street address and physical location of subject property: Corner of Route 41 and Countryside Parkway, Yorkville, IL b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 17. 74 3. Contact Information: Name, address,phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Daniel J. Kramer Attorney: Name: Daniel J. Kramer Address: 1107A S. Brdige Street, Yorkville, IL 60560 Phone Number: 630-553-9500 Fax Number: 630-553-5764 Email Address: dkramer @dankramerlaw.com United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 i 27 Continued — 3 . Contact Information Engineer: Name: RB & Associates Surveyor Address: 4 W, Main Street, Plano, IL 60545 Phone Number: 630-552-7452 Fax Number: 630-552-7702 Email Address : ron @rb-associates .net Land Planner: Name: N /A Address: Phone Number: Fax Number: Email Address: 4. Submit the following to the Community Development Department in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1 , Fees" and/or contact the Community Development Department for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1 . 12 sets of Preliminary Plans /Final plats folded to fit in a 10" x 13" envelope 2. 7 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3 . 7 sets of Preliminary /Final Engineering folded to fit in a 10" x 13" enveloped. d. One CD containing one electronic copy (pdf) of each of the signed application (complete with exhibits), preliminary plan or final plat, landscape plans, engineering plans. Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the plan council meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members, United City of Yorkville Preliminary/Final Plat Application Revised:_ 1.29.09 i 28 In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: 1 / IS /ia Petite Cr s) Sign&t e: legal property ow rs signatures or their authorized agents (i.e.Planner, e tioner's Attorne , ngineer)must appear on this application.) Subscribed and sworn to before me this day of N)OVeM 200 la "OFFICIAL SEAL" � FAI HANSOId NOT TATE OF ILLINOIS MY COMMISSION EXPIRES 10/202015 APPLICATIONMUST BENOTARIZED. United City of Yorkville Preliminary/Final Plat Application Revised;_1.29.09 i 29 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1 : Petitioner must submit a completed application, fees* and all pertinent materials to the Community Development Department a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S . Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1 . Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees - 1 .25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit - up to 1 acre = $ 1 ,000; over 1 acre but not over 10 = $2,00 over 10 acres, but not over 40 = $5,000 over 40 acres, but not over 100 = $ 10,000 over 100 acres = $20,000 c. Deposit for Outside Consultants - under 2 acres = $ 1 ,000 2 to 10 acres = $2,500 over 10 acres = $5 ,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Plan Council meets the 2nd and 4th Thursday of the month at 9 :00 a.m, in the city conference room. Upon recommendation by the plan council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: Community Development Director, City Engineer, Building Department Official, Public Works Director, Director of Parks and Recreation, Fire Department Representative, and Police Department representative. Step 3: For Preliminary Plans only; Park Board planning meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board planning meeting is the 4th Thursday of each month at 7:00 p.m. at the Riverfront Building, 201 W. Hydraulic Street. Step 4 : Plan Commission : The Plan Commission meets the 2nd Wednesday of each month at 7:00 p.m. in the Yorkville public library at 902 Game Farm Road. The Plan Commission will make a recommendation for the City Council 's consideration. The Plan United City of Yorkville Preliminary/Final Plat Application Revised:. 1.29.09 I i 30 Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Step 5: The project will be discussed in an informal atmosphere at the Economic Development Committee meeting,held the first Tuesday of each month at 7 P.M. in the City Council chambers. This session is to discuss and consider recommendations of prior committee meetings. Step 6: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council, Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.25%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the city,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all city signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred administrative and planning consultant fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to ZDepu rk, United Ci ty of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. a o Date titioner United City of Yorkville Preliminary/Final Plat Application Revised:_1.29.09 31 I i CHECK LIST FOR PRELIMINARY PLANS SECTION 1 : WRITTEN DOCUMENTS I . A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan X --- B A time schedule of the proposed development of the area X covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan, including the X specific section of the Ordinance. I 2. A boundary survey of the area covered by such preliminary plan, X prepared and certified by a registered Illinois surveyor. — SECTION 2: GENERAL PLAN INFORMATION 1 . A rendered outline of the area covered by such preliminary X plan drawn at a scale of not less than I inch equals 100 feet. — 2. The plan must contain the following information: X A. Scale _X__ B. North Arrow _X_ C. Original and Revised dates — D. Name and address of owner of record - XX E. Name and address of site plan designer -X_ F. Current zoning of the property -_X_ G. All categories of proposed land use — 3 . The following. information regarding contiguous property: X A. Location of contiguous property B . Zoning of contiguous property -X—C. Land use of contiguous property -X_ 4. The following site data provided in the lower right corner: X A. Size of property in square feet or acres — B. Square footage and percent of site coverage with buildings . X X C. Square footage and percent of site coverage with pavement — D. Number of parking spaces to be provided X E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots X — SECTION 3 : PLAN DATA REQUIREMENTS I . A site location map. 2. Dimensions of the property. 3 . A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed storm water detention or retention facilities. 5 . Existing or proposed public roads, streets, and alleys, including classifications, width of right-of-way and paved surfaces, and existing and proposed sidewalks. United City of Yorkville Preliminary/Final Plat Application Revised:, 1 .29.09 LOT 7 (EXCEPT THAT PART DESCTRIBED AS FOLLOWS: COMMENCING AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID LOT 7; THENCE NORTH 80 DEGREES 58 MINUTES 11 SECONDS WEST ALONG A SOUTHERLY LINE OF SAID LOT, 309.0 FEER TO A SOUTHEAST CORNER OF SAID LOT 7 FPR A POINT OF BEGINNING; THENCE SOUTH 80 DEGREES 58 MINUTES 11 SECONDS EAST ALONG SAID SOUTHERLY LINE 309.0 FEET TO A SOUTI4EAT CORNER OF SAID LOT 7; THENCE NORTH 04 DEGREES, 45 MINUTES 'EAST ALONG AN EASTERLY LINE OF SAID LOT 7, 90.0 FEET; THENCE NORTH 80 DEGREES 58 MINUTES 11 SECONDS WEST 140.35 FEET; THENCE SOUTH 70 DEGREES 02 MINUTES 02 SECONDS WEST 185. 15 FEET TO THE POINT OF BEGINNING; AND ALSO EXCEPTING THAT PART DESCRIBED AS FOLLOWS : BEGINNING AT THE INTERSECTION OF THE SOUTHERNMOST LINE OF LOT 6 OF SAID RESUBDIVISION WITH THE WESTERLY LINE OF ILLINOIS ROUTE NO. 47; THENCE SOUTH 69 DEGREES 58 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERNMOST LINE 230.45 FEET TO THE SOUTHERNMOST CORNER OF SAID LOT 6; THENCE SOUTH 19 DEGREES 57 MINUTES 46 SECONDS EAST 192.30 FEET; THENCE NORTH 70 DEGREES 02 MINUTES 14 SECONDS EAST 141 .82 FEET TO SAID WESTERLY LINE; THENCE NORTH 04 DEGREES 45 MINUTES 00 SECONDS EAST ALONG SAID WESTERLY LINE 211 .98 FEET TO THE POINT OF BEGINNING) OF THE RESUBDIVISION OF PART OF BLOCK 1 , COUNTRYSIDE CENTER, UNIT NO. 1 , YORKVILLE, ILLINOIS, AND ALSO THAT PART OF CENTER PARKWAY LYING NORTHERLY OF THE NORTH RIGHT OF WAY LINE OF U.S. ROUTE 34 AND SOUTHERLY OF THE NORTH RIGHT OF WAY LINE OF COUNTRYSIDE PARKWAY, AND ALSO THAT PART OF COUNTRYSIDE PARKWAY LYING EASTERLY OF THE WEST RIGHT OF WAY LINE OF CENTER PARKWAY AND WESTERLY OF THE WEST RIGHT OF WAY LINE OF ILLINOIS ROUTE 47, AND ALSO THAT PART OF ILLINOIS ROUTE 47 LYING SOUTHERLY OF A LINE THAT IS 70.0 FEET SOUTHERLY OF AN CONCENTRIC WITH THE SOUTH RIGHT OF WAY LINE OF 1 COUNTRYSIDE PARKWAY EXTENDED EASTERLY, AND NORTHERLY OF A LINE THAT IS 60.0 SOUTHERLY OF AND PARALLEL WITH THE MOST EASTERLY SOUTHERLY LINE OF SAID LOT 7 EXTENDED EASTERLY, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. P.I.N.# 02-28- 104-015 I STATEMENT OF PLANNING OBJECTIVE TO BE ACHIEVED i With respect to Lot 1 of the re-subdivision of Countryside Center Developer seeks to I construct a 10 screen multiplex theater with construction to commence approximately on January 15 , 2013 . With respect to Lot 7 the legal description is for all internal roadways that are to be private access drives governed by an owner' s access and easement agreement. The roadways will be privately maintained as part of the common area maintenance. An Illinois Not-For-Profit Corporation will be formed by the Developer and will be continued to be maintained by the Developer James Rates for the benefit of all lots within the property. Lots 2-6 are intended to be developed for commercial uses with the market likely being restaurants and uses related to the new theater. i I III //�/� U w U n id WZ g I- - Qy b mom -t UZ ° # 0 0 q NI- y 4Y c U) J 1h aA4g lJJ wA sQ��(( N rc o W Z z � n It Zt a ON ON O W]O(133 9189) „A £ e aav ar - 3 ,4t SIONIIII H ° xH 20 X00 - IND IS arc a, J � a r } fl- LIN r J � /�/�� •_� " X74 Q LL It h Z DR � ` ri �n� E. KENDALL r r '� �� .. w U IJ,J ° 'IV ry ✓i ma '/ d «.3 2 IN ui d Q PARKWAYa3n1 J l / w " aZ� ^ w3a I TOPOGRAPHIC SURVEY OF LOT 7(EXCEPT THAT PART DESCRIBED AS FOLLOWS: COMMENCINGAT THE MOST EASTERLY SOUTHEAST CORNER OF SAID LOT 7;THENCE NORTH 80 DEGREES 58 MINUTES 11 SECONDS WEST ALONG SOUTHERLY LINE 30.0 FEET TO A SOUTHEAST CORNER OF SAID LOT 7 FOR THE POINT OF BEGINNING;THENCE SOUTH 80 DEGREES 58 MINUTES 11 SECONDS EAST ALONG SAID SOUTHERLY LINE 309.0 FEET TO THE SOUTHEAST OF SAID LOT 7;THENCE NORTH 04 DEGREES 45 MINUTES W EAST ALONG AN EASTERLY LINE OF SAID LOT 7,90.09 FEET; THENCE NORTH 80 DEGREES 58 MINUTES I I SECONDS WEST 140.35 FEET;THENCE SOUTH 70 DEGREES 02 MINUTES 02 SECONDS WEST 185.15 FEET TO THE POINT OF BEGINNING)ALSO(EXCEPTING THAT PART BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERMOST LINE OF LOT 6 OF SAID RESUBDIVISION WITH THE WESTERLY LINE OF ILLINOIS ROUTE NO.47; THENC SOUTH 69 DEGREES 58 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERNMOST LINE 23045 FEET TO THE SOUTHERNMOST CORNER OF SAID LOT 6;THENCE SOUTH 19 DEGREES 57 MINUTES 46 SECONDS EAST 192.30 FEET; THENCE NORTH 70 DEGREES 02 MINUTES W SECONDS EAST 14L82 FEET TO SAID WESTERLY LINE ;THENCE NORTH 04 DEGREES 45 MINUTES 00 SECONDS EAST ALONG SAID WESTERLY LINE 211.98 FEET TO w I THE POINT OF BEGINNING)ALSO(BEING DESCRIBED BY COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE NORTH 0I DEGREES 45 MINUTES 00 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 7,ALSO BEING THE WESTERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE NO.47, A DISTANCE OF 90.00 PEST;THENCE NORTH 80 DEGREES 58 MINUTES I I SECONDS WEST PARALLEL WITH THE SOUTHERLY LINE OF SAD LOT 7,A DISTANCE OF 140.35 555111 FEET;THENCE SOUTH 70 DEGREES 02 MINUTES 01 SECONDS WEST,A DISTANCE OF 185.14 FEET TO A POINT OF BEND IN SAID LOT 7; THENCE SOUTH 04 DEGREES 45 MINUTES DO SECONDS WEST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 7, A DISTANCE OF 14.60 FEET FOR THE POINT OF BEGINNING;THENCE NORTH 85 DEGREES 15 MINUTES 00 SECONDS WEST DISTANCE OF 217.84 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 7;THENCE SOUTH W DEGREES 18 MINUTES 59 SECONDS WEST ALONG SAN WESTERLY LINE,A DISTANCE OF 98.50 FEET TO THE NORTHWEST CORNER OF McDONALD SUBDIVISION;THENCE SOUTH 80 DEGREES 35 MINUTES 00 SECONDS EAST ALONG THE NORTH LINE OF SAID McDONALD SUBDIVISION ALSO BEING THE SOUTH LINE OF SAID LOT 7, A DISTANCE OF 211.01 FEET TO THE NORTHEAST COINER OF SAID MCDONALD SUBDIVISION;THENCE NORTH 04 DEGREES 45 MINUTES W SECONDS EAST ALONG THE NORTHERLY EXTENSION OF THE EAST ONE OF SAID McDONALD SUBDIVISION ALSO BEING THE EAST LINE OF SAID LOT 7,A DISTANCE OF 115.50 FEET TO THE POINT OF BEGINNING)OF THE RESUBDIVISION OF PART OF BLOCK 1, COUNTRYSIDE CENTER,UNIT NO I, YORKVILLE, ILLINOIS, IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE,KENDALL COUNTY,ILLINOIS. 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RMOALL CROSSING,LOG THAT L RONALD D BAVERM WNW PROFESVavALw.ro SURVEYOR IN AFORESAD COUNTY MO STATE,HAVECASCUFTEO A BOUNDARY SURVEY ON THE GROUND Of THE I r )FORTI PROFESS CE CUSTOMS TO IN E C URGENT ILLWgSMNIMWA A PROPERTY IT ESSEN DESERVED.THIS ST DMSFORArP HCSVRVYHD TTEPATHEXMDMM REPRESENTS THE FACTS FOUND ATTHE 1 Mtt N l iVAEOFiHESVRVEY THIN 5VRVEVOOES NOT CONSTITUTE A RECORD TITLE SEARCH AYO ALL EASFAlEXi9MOOR I DEC SETBACKS SHUNK MEETHERTHOSE DESKINATEO ON THE RECORDED SVBONSKIN"TOR THOSE PROVIDED TO US By CgSREDANKOFYOPHVLLE I a IAE95 HAIUECW 3F1S OTHER DGEUVEHTAi ON. THE FINAL FIELD VFOM VAS COMPLETED ON THE SERGI OFOCI Al2 S5 yA CC _ vw.uncaN HVY. -. COURT LUROISN"Is SI{${''� I� sISTATE BAYKdiRVSicFNM'OVERPMK GIVEN UNDER MY NANO ADD SEAT gLFIFNO LLINOSHM14 SNDAYOFAOVFd BFt(AIlTD, ZWFO B-Z I ( Ip��l I_+ 1 %OOLON ENTERPROES.LLG O PROFESSIONAL ILLINOIS CASREBANKNATRISS4 121 VI.LINCOLN BUY. N S.t XOUS1 1110 z iOREDUBO xALRILLLNISSIMS15 REGISTRATION EXPIRES 11 J1A1BVEYCR NAE4 I De Epi is ROBERTS A CURREATTRIC INSURANCE POLICY FOR EASEMENTS NOTPRONOED. THISDRAwWGISTREPROPERTYOFFS X J dA5SOCATESCONSVLTINI ART SHALL NOT BE USED FORANY OTHER PVRICIE TOM SETFORIH VR HOUTTHE I Mr➢ONN➢9COPP. II �� WRITTEN CONSENT OF AN AUTHORIZED AGENT OF HE a ASSOCIATES CONSULTING,N'C TIISDRAVM'GISA'OTCIXi50EAE0 x iSCOYM FRPIACE :I1 TORE ONGINAI UNLESS T1E5VRVEY0RS 5EKIS PN IMPRE65FD 6FAl ORDISFIAYE➢IMNED WK U /� O ONEDN 02 N J ROUTE a, I 34 (VETERANS P ARKWAY) RB & ASSOCIATES CONSULTING , INC • a® 4W MAIN STREET DESIGN FIRM # PIANO , IL 60545 184-004475 PAGE 2 OF 2 (630) 552-7452 vrLVw.rb-associates.Ret J co 0 v W #ss � K V 1IQ`I �• ' y m b3j cr 4141NNW 1NyN �j n 0 � p www ODU QU ww n V/ J Oil ¢ nn oa mZ � cp °mno � w w oho ._ NZ Q Qr^ KCAI? 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I j T Lia Y T: 9 l(k .C. ° -f t ,� w � . m % h { ' « v x 'gr t ' SIDEPK sll f � qs t r .b6 y .I t , r s 3" v3 d s a I'll I's n r a se `0 � sa.ls 11 11 , Is x )) s' OWNER: = PRC PERWI a is as I KENDALL CROSSING LLC 207 W KENDALL DR { YORKVILLE, IL 60560 m 'Yf xt aa ENGINEER & SURVEYOR: RB & ASSOCIATES CONSULTING, INC t < ? zi p � " ' r ) f SFr 3.a�- rt v a rzi� (" is f e . ARCHITECT: MAYOTTE GROUP ARCHITECTS 'fig r STRUCTURAL ENGINEER: STERLING ENGINEERING GROUP OF COMPANIES t { s r �^ ro w MEP: MATRIX CONSULTING ENGINEERS, INC. ' f tJ� 'sh 4 ROUTE 34 T RB & ASSOCIATES p¢p�"� y$qOmer�pp CONSULTING , INC CONSTRUCTION m � 8 4W MAIN STREET DESIGN FIRM # _ I PLANO , IL 60545 184-004475 '" s '• .t ;' t "s . .,nT n� tdt , ? " alt • ." I t (630) 552-7452 www.rbassxiaies.net 2 3 4 5 D DRAWING DRAWING INDDRAWINGTITLE W U WZ v GENERAL o LL G-0001 TITLE SHEET � Z G-0100 INDEX _ /n y m n GEOMETRY & PAVING PLAN ( \ 1•/ 0 C-1301 DRAWING 1 OF 4 lJ Z C-1302 DRAWING 2 OF 4 O C-1303 DRAWING 3OF4 C-1304 DRAWING 4OF4 J ROAD PLAN & PROFILE VJ C-1401 STA 1+00 TO STA 8+00 C-1402 STA 8+00 TO STA 13+00 wxV C-1403 STA 14+00 TO STA 21+00 W Z z C-1404 STA 21+00 TO STA 28+00 O 2 g n C-1405 STA 28+00 TO STA 29+00 iO 0 � as C-1406 STA 42+00 TO STA 48+00 V C-1407 STA 48+00 TO STA 52+00 C-1408 STA 29+00 TO STA 36+30 DEMO PLAN C-1201 DEMO PLAN • GRADING & DRAINAGE PLAN C-1501 SHEET 1 OF 4 C-1502 SHEET 2 OF C-1503 SHEET 3 O 4 C-1504 SHEET 4 OF UTILITY PLAN C-1601 SHEET 1 OF 1 PAVEMENT MARKING PLAN C-1901 DRAWING OF C-1902 DRAWING 2OF4 g C-1903 DRAWING 3OF4 C-1904 DRAWING 4OF4 DETAILS C-5100 TYPICAL SECTIONS E 3 � $ 3 8 SECTION / DETAIL SYMBOLS $ DETAIL OR SECTION INDENTIFICATION - DETAIL OR SECTION NUMBER INDENTIFICATION TITLE z 9 NUMBER 301 9 C-5 C-5301 SCALE: N.T.S. In N SHEET ON WHICH SHEET ON WHICH O X DETAIL OR SECTION DETAIL OR SECTION af IL OF THE CONDITION IS OF THE CONDITION IS U p DRAWN DRAWN J Z 4 z Z W DRAWING BER DESIGN DEVELOPMENT G NUM-0100 2 3 4 5 m �� g�J�F. Z N O�oa�y r LOT 6 LOT 5 LOT 4 LOT 31 r LOT 32 Y 'n D GK LOT 33 LOT 30 (n U WZ # WD- W LL B0 LOT 41 \N AY P�\NG Q , = � „ D 1a0� 2DD• nU ,} m O LOT 42 lT Q� 'D ® U V o m LOT 43 SCALET1 100' Z LOT 4 O t � LOT 6 i j vJ tiD� W Q wow LO 5 t n _x LOT 4 a � /W� 0 O < °z 3 o^ ! ` y S 1. ,. s Ja. �� . :� t�' _. :1 • { m V i Sr It / 9 to i s � { l B _: � .—✓ ii III W g m u a _ 1 f LOT 7,05W ACRES p Z /V LOT2 11W]ACRE9 LOTS LIS 32 ACRES / I ACRES COMNOR DRIVE5 28832ACRE5 "yl� R RT69 ACRES ACRES LOT 6- liTOTAL PROPERW- 17 7417 ACRES Z Q � J a (1) o w \NC' 1 - z L) V) J J J A US w ROUTE Y o 34 VETERANS PARKWAY DRAWING NUMBER DESIGN DEVEL PMEN , G j0200 2 3 4 5 N o sa sa � .. .\ i • \ SCALE.7'- 30 W Z 2M o i Al ' XXF`"% �� RFMQ�E•Ek\n GT9 EM \ WT m y mo 06/ N / 2 . h LEGEND: Z Mz \ co 0 PHASE ONE 0 A J �• V �� ; PHASE TWO PHASE THREE (N.I.C) (TYP) /�/�.. � x �. Ix NOTES_: A, 1. SEE UTILITY PLAN FOR SANITARY SEWER, AND a \ � WATER REMOVAL 2. SEE GRADING AND DRAINAGE DRAWING FOR / - STORM SEWER REMOVAL. •� REMOVE EXISTING PAVEMENT p `�m ❑ / EXISTING BASE TO REMAIN (TYP) 1 T MOVE EXISTING FLAG PO i r ❑ REMOVE EXISTING CURB & GUTTER (TYP) U) N Z/ Z i£ J i i LU W i W I i Vii , I DRAW DER NUM C- 1201 2 1 3 4 5 SEE DRAWING C-1303 N Q 0` ev \ r SCALE 1 = 30' a 1. c a � t z °o Yv 8 � XNZIzz t; U Z G.S qi .. � . ` Y1� . \� „y z N 14,� 1 Y LL v ix Tl if ' 8.5' x 20' = 144.5' r EXISTING CURB F & GUTTER (TYP) lk TIE TO EXISTING B CURB & G4ITTER \- X PACES v 8.5' x20' = .5' o �p x i / 9 SPACES @ If 8.5' x 20' = 76.5' Fn u- h ~ ' i U) O O Cc i U Z tz J z Z if W Y i DRAWING NUMBER -DESIGN %REVELOMMENT C-1301 2 3 4 5 SEE DRAWING C-1304 PROPCSED B 6. 12 .� - CURB & GUTTER El�oo Alliffif If" o `aa sa c^'v... ; �' '' �/� / � / If SCALE:1"= 30' W Z W � � 14 Z All, �T / � � ✓ 'cam r� r' �� / W � All oa / Z All A co Al All of � 5u i b r LEGEND / 12" ASPHALT PAVEMENT wary 7 � � Xl _ •+� l i �U" M tt' N C• �r SEE DRAWING � o a n > is �• "' { A , 'C / N/ i Fro r ilI I ?5 n y r / / / h J 111,jjj X� �� f` ii fyj k O } QY � r�� PROPOSED PARKING 06 z Z - � rr„ x V� /. / / / )?�' �y SEE DRAWING M O :i 5 �✓ 190\ l� �i �'✓ ''/ 1"r` . .' _ PROPOSED CONC n •:' ^' z �' �- ii J t Q� / i. SEE DRAWNG /1/ < / + LL � � 1 t l - / /� 11j K �. x N' PROPOSED WALK .; %` � /� U O rJ < jr r 1 t �' ' SEE DRAWING X / � - �j � � k ' L oQ° / NOTES: ' / / 71111 'A f i ` A r z vi c P OPO 4B�jRRIER GU{2B r, i / r W S � jvYYi iL : Al u / 6A0 i."rx T i / il�i l� / If A 1 - � PROP/OSED15 s, 2 s CURB & GUTTER 11 1 Al A+ µ i 11 A i r / F � / � w d C , NC x h / i ' i /:: / tai � , . Q e: _ / o . / e:. / % i/ ' , „�, �,.., „:_' \.,\�' "^\ i ' i/ii 1/1"A' U'Ali Ae z d If / O a n_ \ 0 u,� / / i Y 10 SPACES @ % ; / / % 8.5' x 20' = 85' ;' ,„._ If l i � . Ali DRAN7NG NUMBER DI P CE 1302 2 3 4 5 N OO�QO��l B 0 — 69 co c SCALE:1"= 30' III H LLJ r, Z O H !, m o _. . --- e] 38W0 39+00 � Q ~ � W < N II Al O o eel mum r F 4 i d lYr � Asrffj �r �r p 4 rr z M� V, , W t+ " 4�yell INK 7ktR UC�hdUT r� f 2ty, r� r � vtlff $ y �� H .d rg � ~ o p nx rirrr iryo �a 010 I, l ' s y4 Yt � f i V_ M � y DRAWING -. . C; NUMBER SEE DRAVNNG C-7301 F'4 F'°' E'sEP� [x� DEVELOPMENT C- 1303 2 3 4 5 MATCHLINE A SEE THIS DRAWING N � J as ev ,^ SCALE:1 = 30' LU m 11 3 Z a N.I.0 m o 1 ,ono �,� — 1 MMSee elf"i'll "Ifill, Co lie'la le VJ Zz m f R 0M ° `x. le � } h MATCHLINEA (� < SEE THIS DRAWING feel el 11 y el" 1 x'r ; Cie I t m f '( / , {< o z tt gl 5f le ell ti z y r s r 'La,, of raG 1{ ` f ell- le ❑ y' { i l r z if lee 3 1.1 ?er lr iv m lee we ce�Y' j ell lr ell 1-1 lee r J sx� /el r If S �F „ . li i 1 . lee re.✓ t r .,. � — jm Y am lee e ere e am fe lrf ? n Q I, ffeI If f er rd�S 4': I r _r y v ✓ 5 ' ! Q Z lee lee If � } J 4 � � }i .fir u / ! / lee 'izP s d ! Z p a W W ^Y�r ' Y Q / ! i 0/ ' '� , 7 it / DRAWING ,rr � .. li - r e / NUMBER DESIGN DEV `*f :.�k6��E� EN I' C-13 y 2 3 4 5 if / O Q C s t i '^ U J 1 1 I CROSSING BLVD I \ SCALE'I"=30' HORIZ STA 4+44 00- i \ Z � � 1"=3' VERT � rc WEST ROAD I \� z n STA 32+12,91 < � � Z —� / o � LEGEND: V (D o W ` I L- //�� 135Q!) EX CONTOUR O Z 1+00 V .2+O 4+00 �' V 5+00 \�_ 6xpp � I —1350.0— —1350.5— MINOR CONTOUR (0.5) VJ J w N _ 7xp0 TOP OF SLOPE - y Z mJN MV N —\ 8 — . • . — 70E OF SLOPE O a g Z a / DITCH FLOWLINE ' ♦ a a CONSTRUCTION LIMITS V \ -2.25% DIRECTION OF FLOW 85LOPE 1 1373.50 PROPOSED SPOT ELEVATION If If NOTES: � i. NOTE i 2. NOTE S VLSTA:.4 44.00. - VI ELEV: 37.98 PVI ELE Y1 : 639.50 LVC 300, 0 __ ¢ IGH PT. S'TA: 6+49.0 °o m ° m r tao 0o m 3 —_ _-- n —__ _ _ 650 — . ; m 650 . ui _; U m UmU _ NU > m W m Wmm W W a � q a e ,o 645 —_. — __—_ -- _ 645 > S LU 6 m U J O 890 + _ LL to p 0.7 F- d _ . . 3/ _ 4 635 635 O 0- Z Q Q m � Y OF- 2+00 3+00 4+00 STATION 5+00 6+00 7+00 PROFILE - CROSSING BLVD STA 1+00 TO STA 8+00 DRAWING NUMBER C-1401 DESIGN DEVELOPMENT 2 3 4 5 MATCH LINE STA 21+00 A' ` SEE DRAWING C-1404 I I 41 , o i El \ % 0 SCALE:1"=30' HORIZ J 1"=3' VERT � Z LLa o zo LEGEND: U U) om z EX CONTOUR 0 L —1350.0— MAJOR CONTOUR (5)I /A r V p ? 1350.5— MINOR CONTOUR (0.5') /A V/ � r w I _ II - . . . _ TOP OF SLOPE � l/J N � N I Z rmr I 2 - h 16+00 0 17+00 18+00 9+00 -I--`` TOE OF SLOPE THEATER ROAD �, - _ _ + _ _ _ _ - 1 �� 2 z o i STA 14+00.00= ---� v / '\ DITCH FLOWiINE O y g ` WEST ROAD -T-----------r i STA 29+00.00 / _ / CONSTRUCTION LIMITS I � THEATER ROAD STA 16+73.92= - ' - -2.25%00 1373.50 DIRECTION OF FLOW& SLOPE SERVICE ROAD Ill STA42+00. PROPOSED SPOT ELEVATION NOTES; / - -"-- - 1. NOTE 2. NOTE ---- .----- .--- --- PVI.STA: 18+00.00_ PVI ELE ' 639.51 a o M H GH PT. S1 A: 17+94. 4 0 —.. IGH'PT E EVi 6393 _—..___ __- N w r w '' 650 _ -._.__-_.__ - m m -_— —_._ __ - - 650 w w 6 U 6AFnw 645 - -- --- -- --- - 645 m o �o Qa a`s LLm ° m mn < n F W o 640y J- _ —._ __..__ -___ _ __-_ - - - - - -- --_-_ ___- - 640 0.5 )% Z LL N O z � J A 635 ( - 635 Q a + -c Z W Q p ¢ Y F- 15+pp i8+pp 17+W STATION lewd 19+00 20+W PROFILE - THEATER ROAD STA 14+00 TO STA 21+00 DRAWING NUMBER DESIGN EVELO ENT C-1403 2 3 4 5 0 °® VJ D I m I \\\ SCA - T _ __ `!J \ I \ � LE:1" 30' HORIZ � m y d ❑ z I THEATER ROAD STA 21+76.30= U5/ In w m .6 I ` -, LEGEND: V W CROSSING BLVD I \J '� o° o STA 8+81.02 1350.•) - EX CONTOUR O —1350.0— MAJOR CONTOUR (5') wz 00 22+00 23+00 1 24+ I j Vj w z z / 26+00 �Z7 ' -}� - Z Q —7350.5— MINOR CONTOUR (0.5') 00 25+00 / 7++00 _ K J ___ ___ _� N/ i p O —T —T _________ / i 0 Q /^ y r w -. o / i�==T^ _______�__ -__,___—_-_ e _ W TOP OF SLOPE V/ N m N ` m / _ - - ____ _- __ _ / T------------___ __- m TOE OF SLOPE _ 7 J / / / ♦- -------------------------- m 'u♦ y g / THEATER RAD-- f________ - DITCH FLOWLINE TA 26+71.9 4 NORTH ROAD CONSTRUCTION LIMITS I 1 STA 41+24.00 / -2.25% DIRECTION OF FLOW& SLOPE f 1373.50 PROPOSED SPOT ELEVATION e NOTES: 1. NOTE 2. NOTE IJ P/1STA' �3+50.00_ . -_—__ -._."____ -_. -- -PVI STA' Si50A PVI ELE Y: 638.22 PVI ELE : 637.22 0 25.013 °o m H GH PT. Sl A: 23+50. 0 °o m n n LOW STA 25+41.26 n n 0 o r o 8 - - _ n W n ry n m N - 650 N W N W 7m � W ? m j W i W aq N rry .1 a ry x wn 9 .1 as g 645 645 s' m Fp i4 zq u m m 0 -_ �o �p Sh LLa I ow r LU 640 __-___ _._._ __....__. 640 J O+ y _ ____— _ _ ____ _ z LL N 66% O Q _ — co z - gg 4 635 - -- 635 QQ d + h " M IL Q Q Y O � � O 22+W 23+00 24+00 STATION 25+00 28+0° 27+00 PROFILE - THEATER ROAD STA 21+0070 STA 28+00 DRAWING NUMBER EDE iGE� VE-,LOPME 9' C-1404 y 2 3 4 5 0 3a 6v r^ D SCALEY" 30' HORIZ 1"=TVERT W Z o r 1- LEGEND: V Ur Z 1350i)--- EX CONTOUR O /!1 r N � —13540— MAJOR CONTOUR (5') V/ J adi /^ y z 00 28+73 —1350.5— MINOR CONTOUR (0.5') V J r N J a \ Q W Q N ¢ U) TOP OF SLOPE (��y NJN UW -Vz ZEN TOE OF SLOPE {N ¢ O ., 2zo DITCH FLOWLINE � V' ♦ --- - 1 CONSTRUCTION LIMITS -2.25% DIRECTION OF FLOW& SLOPE i 1373.50 PROPOSED SPOT ELEVATION NOTES: 1. NOTE 2. NOTE P F S 650 ----- — - - -650 w o wF � ry o a x n w 8 645 -- -_—___ _—_ — ---.—-- --..— .- 645 m 9 - . -a , _._—__ old LU 640 ---- ----- - -640 J O+ 066% Z O N - - - Q) a � U) O ZO H 4 635 - 635 Q d o Z Q N ) Y F K U) 29+W STATION 30.00 PROFILE - THEATER ROAD D STA 26+00 TO STA 31+00 RAWING NUMBER DESIGN DEVELOPMENT C-1405 2 3 4 5 - N � I o05��\-t* 4 Oar 16+0A g n+00 18+00 °® N U c D v -- - -- - - SCALE+T=30' HORIZ LU v 7"=3' VERT � � / SERVICE ROAD _--\� ----- _ Q /n LLzU' a m STA 0000= THEATER RA D, ° LEGEND: STA 76+7392 13rc 0 EX CONTOUR Q U V w m I1� �-�— —1350.0— MAJOR CONTOUR S') r h J —1350.5— MINOR CONTOUR (0.5') U)V/ —- --- ----- -- \\�� , TOP OF SLOPE ��x( V J N N - W Z — . . — TOE OF SLOPE !' j / mQ 3g --- — DITCH FLOVJLINE y a f � U CONSTRUCTION LIMITS -2.25% DIRECTION OF FLOW & SLOPE 1 QO (1373.50 2 r 4410 ( / PROPOSED SPOT ELEVATION 10 i 45+00 1 46+00 47+9ts � � ( r i NOTES: 1. NOTE J1 �� 2. NOTE If a 1-STA' 4+25.00- ._- PVI ELE : 639.23 PVI ELE : 638AB _ F LVC 5=13 _ ___.. _... LVC: 490_- . . ° - - ta 8 q7H PT. Sl A: 43+49 R °o WW STA 44+33.38 n o ro n n B 650 - --- - v w a w °a w a 6i 650 N y m j W � m U , o 0 a0a 645 — e N m O t7 w u6 E N11 � MIA W O O 640 - - --- - 640 � J � o It Q) O z O F- J O 4 635 - 635 QQ Q. )Z Q v Y F- DO 42+00 43+00 44+00 STATION 45+00 46+66 47+00 PROFILE - SERVICE ROAD NG STA 41+50 TO STA 48+00 NUMBER CDEStGN l� it-L. P-M NT C-1406 T xy 2 3 4 5 o eo � J J 6Y a % o SCALE:1"=30' HORIZ W z a 1"=3'VERT < o LL O Z O LEGEND: V w m 23 00 — - _ - / ' i 1356.0 EX CONTOUR O L —7350.0— MAJOR CONTOUR (5) f 0 49+00 50+00 51+00 51 .65 �Q0 / ` 1350.5— MINOR CONTOUR (0.5) - j SERVICE ROAD / /� W N n j STA 51+65.07= TOP OF SLOPE ` V! °m CROSSING BLVD ` ' STA 70+74.76 TOE OF SLOPE 06 z Q Z o \ \ DITCH FLOWLINE 0 y g `- �� CONSTRUCTION LIMITS -2.25% DIRECTION OF FLOW& SLOPE 1373.50 �� \ PROp PROPOSED SPOT ELEVATION n a /D or7p, / s I NOTES:_ i NOTE N 2. NOTE PVI STA' OA ,A.STAC50?75.00-)...._— PVI ELE : 637.29 PVI ELEY: 637.92 j F LVC:_ 50,09. - .._.Y _._ __._._ ._ _ _ LV_C: I °o L=TA 49+52.08 y S PH PT. SIW50+68 F n n U. 537.3%i cF�RPT-E EV-6370 t�........ --_... 3 650 --- _ + .o + �o + m + — _—_— - 650 a W a W m ui �n tii 4 _ a 645 - a . = r as s N O 640 W O --- _.__— —.____�_.-___._._ __._—_- __._._— n 640 n ? ¢ � Z LL N w w U) a� Q n __T--- xs O J J O A 635 - 635 QQ !1 °n „ na W Q � Y O FQ wo 49+99 SWd®N 514M Of PROFILE - SERVICE ROAD STA 48+00 TO STA 52+00 DRAWING NUMBER C1 D.-EPI-GN DEVELOPMENT , y 2 3 4 5 I \\ 1�O O I I 1 1 1 I ' o 0 39 69 U) U D WEST ROAD II _ J �1 % SCALE:1"=30' HORIZ W Z :*F STA 29+00.00= o I r"�I 1"=3' VERT � L r I ' I / � _ � u / THEATER ROAD I j I 1 _ / �� a: o ° r STA 74+00.00 I I! �l I 36+0 0 36+ zq� m LEGEND: v W m 35+00 - 1350.)-- EX CONTOUR _ O L 3px00 � � °o+ � I _ � . --_ 1 1350.0— MAJOR CONTOUR (6) � I 34+00 � ST WE ROAD —1350.5— MINOR CONTOUR (0.5') \ I � I --_33+00 I I t I VJ A 36+29S9= 'T �x - 33+00.----- NORTH ROAD W 3 o'a < I ST TOP OF SLOPE r e r A 7 0.00 I 37r Z Z ' (n 1X\ —___---�g2+00 - I — • • — TOE OF SLOPE ¢ z o i N DITCH FLOWLI NE O a g WEST ROAD CONSTRUCTION LIMITS STA 32+12.91= I CROSSING BLVD II -2.25% DIRECTION OF FLOW& SLOPE STA 4+44.00 - 1 1373.50 I _ _ .__ - _ m i PROPOSED SPOT ELEVATION ° I NOTES: 1 I I 1. NOTE n 2. NOTE Q I I i; 3 650 — — ____ _.__ _ — _ _. —_i.- - - - 660 I I p 0 645 _ _-__ — _ _ —__ ._—_ ... —___ . _ - - 645 I m wp �m �• rnn oim + fO nn °+ `O Nn n p N __..__.____ �- >11 N 11 - ._ _ _..L_. M __ _. .. - _ _ — N ¢ In ¢ w � .� ¢ lil W� _._ -1 J M It 640 -' - _F ._— ._____ _ __ ! y w N w W w __. _ ._ _ - _ ___ - _ - w640 � WILL] I .. w O M 4 635 - - 635 QQ a Bd mG Z QN U-1 O ¢ Y F- 30+00 31+00 32+00 STATION 33+m 344M 35+00 36+00 PROFILE - WEST ROAD DPAWNG STA 29+00 TO STA 36+30 N MBER DESIGN DEVELOPMENT C-1408 2 3 4 5 SEE DRAWING C-1503 - SHEET 3 OF 4 I SCALE:1"=30' LLI I 1 Z �J M � u Aw ROP S D ARJ(IN � " $ o LOTIN__ET / r -' (7 EXISTING1NLItT �i w n TO'RE" N r LET O - VJ If�OT TYP 4GRATE w � 1� / ROPOS EDP ARKI NG \l V J m n h LOT INLET z = C?f l/ pg ' �. ROPCSED PARKING . LOT wLET , - \ lz XISTING INLET REMAIN \ ASFM NT \ I J ADJUST T RAGE I RODE P RKN O \ 2 0 7 _ rip i,,;. ry- _ ` ....... mxLEMOYEEXISI(NG_ _ =_.__.. IN �4 1 Z a ROP D w It ET � OP BE[) s C RB I LET xf ILI S 1 /! h 8 NOTES: i. ALL PROPOSED CURB INLETS WILL BE IDOT s / /-' TYPE A WITH ]DOT TYPE 3 FRAME AND SD x ¢ 4 u GRATE UNLESS OTHERWISE SPECIFIED. LT ! \ 2. ALL PROPOSED PARKING LOT INLETS WILL a �_ / PROPOSED BE IDOT TYPE A WITH TYPE 4 FRAME AND ar ' f7 / so / INLET GRATE UNLESS OTHERWISE SPECIFIED. �8 y� R 3. ELECTRIC AND GAS BY OTHER. p ¢y wa if / S =m f 1 `Po v ' Z W b PROPOSE U � LL � Q LL rz<!s 1�^ MANHOLE ��i 0 a 0 ROPOSED J W P."/.� lit INLET_ % Q ay W Wz Z NUMBER -DESIGN DEVELOPMENT C- 1501 2 3 4 5 SEE DRAWING C-1504 - SHEET 4 OF 4 tv _. if i I / {� INLET, ROPOS � 1 , ff CURB INLET_ lee ET R6POSE / -a 0 I FWI<�t C aON OX h 1oro��R Iwo 11 m 1i 00 - CURB IN MAIN I L / / a 3n sa co /11 7 F oo / CU� INLET_ CALE7"=30' LLJ III J u �n z • / / L m r. .R Im OPOS�D . / CUR ' CURB IN Eel I ' �- R P SED T' r / f if el i U Z ° G 1 11 PARKIN � � OR (' o 1 - /% R OSED Q LOT INLET N iff ferl w n N If ^EMOVE EXISTING INLET ' �/ , ro 9D j (� � O N h m0 I, ell el 01 �I �� / �� U R POSE / v CL' :B It[JL = XISTING INLET Q / ADJUST TO GRADE MANHO 6 r / ! / O If . d Q / d .d. / ( r!: . N . o . o N T TO / if IST E/ � ._ w % R �AB TT CE if 0 z X 'f w Fee w % If If J .• // z / uA --� , i+� _ _ - � j g ` ----ash ,.; -- —._ ' / i� �/ / Z a W SO O ¢ LL "er / < N If lee ell I If W ell V) lee z (� Y O �'�__ ' "Y / K - � i t sFVZ�GT NUMBER DESIGN DEVELOPMENT C- 15 y 2 3 4 5 N 1 I o�oa�y 1 1 FujASEMENT — scALer=3o' Z # lAmml UTILITY I 7—.J/7 ° �� _ g `� LJ TI m 06 2 i I mT z QOn � 0 m I I s >f1 OS I + I $ i Z ° ,O Z z . � m io cRUlgi'1_E cove' F Icc) Q' IJARbUGH00T 1n N 3 IDI r m "4s Z ..�I Sl Z r- m " EXISTING INLET .. : TO REMAIN fA Q LL jPROPOSEO 0 Z 0 .. - CUR LL' cy B INLET 0400 W 1 --1_ y 2+00 LZ Z Y a JV m . { NUMBER SEE DRAWING C-1501 SHEET IOF4 SIGH DEVELOPMENT C- 1503 2 3 4 5 MATCHLINE A SEE THIS DRAWING N '� i c9 i \ ea � — J SCALE 11=30' u r n u i UTILITY \ - \ 41 — 25 4 ao+oo i 41 co Ito a c ! r 06Z a z s Sam y 10, MATCHLINEA ° SEE THIS DRAVONG SI D f( I ;M } e ROPOSED I % u. -- CURB INLET_ J ! ROPOSED / g z i CURB INLET_ I w I w I � 1 ; / f /� EXISTING MAN HOLE 3 LO REMAIN XISTING MAN �i HOLE REMAIN J T P EMOVE EXISTING NLET 1 pr O Z_ O 0 J J 1 0 0 U) f Z Z Q NG / f NUMBER DESIGN DEVELOPMENT 0T X 0Y 2 3 4 5 s ao O r A n sa wo J SCALE 1"=30' as ..... .... 7 LL N P � / / w 2 UZ � � LEGEND: ° EXISTING WATER O L 1 s � EXISTING ELECTRIC J O EXISTING SANITARY /� w '0 w uJ Koa `�v - ->..— EXISTINGSTORM m N N - 06 Z - - EXISTING GAS M Z R m � 3gm PROPOSED WATER WATER I PROPOSED SANITARY PROPOSED STORM w - REPLACE EXISTING WATER LINE /�/ li s �I " NOTES: ti 1. THIS DRAWING IS FOR DESIGN gn C' N CONNECT TO EXISTING ft DEVELOPMENT ONLY ` SANITARY MANHOLE AND -/f/-/ r NOT INTENDED FOR BIODDING OR A I so CONSTRUCTION \� was + 0__ Ex x - - w W 0 / -- -- US ,.., NSTRUCT SANITAJR1' MANHOLE R s . CQ _ STRUCT SANI RV E ME -_ ONP FOR d CONTINUATION SEE MEP FOR CONTINUATION I 3 ¢ 4u SEE MEPF RCONTINUATI of h V ii 6- FIRE SRVICE - m fit.£ -_. M—� 3 M - _ i M .� so _ 3" WATER SERVICE f„oo _M� / ' I- __. M Z V) LL EL U / / W CONNECT TO EXISTING \�� J / Q �, _ 12” WATER MAIN V / / / / D (n _ I / z lei DRAWING - ^ +. CDONA NUMBER ' �� l � DESIGN' DEVELOPMENT C-1601 , ? . \ Z / If yea : } ; m = / © . . , m If 4 z 4; / / c0 / ! / / \ w w � w ^ Jill w � 2 z � — � , ! F $ ( # E $ G / ` � / W ) z W § � } DRAWNG / Z _e DESIGN DEVELOPMENT Clm � 2 3 4 5 SEE DRAWING C-1904 - DRAWING 4 OF 4 N pp {� 1/f �E'!RROy. / 30' 6U INS 40 If f U C E+R SCALE 1130' I11 L _ ¢_ z o Z ,s if ° g %Si if tK i= VJ LEGEND J / /^ 12 ASPHALT PAVEMENT V/ w �, "`+'3" SEE DRAWING _ NJN / + X{ �y� PROPOSED PARKING 06 z w y 7y �>> SEE DRAWING_ m z p O / PROPOSED �R/R�sTR,p Q / � SEE DRAWING V El7y/ .�� i It i^� PROPOSED WALK �i // / SEE DRAWING_ Q O i NOTES: 0 ae LL - i d a .d 0 i � °. SEE', A APP +�� I P FO ORO$S h, PACE ]1'P ED S n` / / �u N (k ( / U / If i I if NIf If ri z / F /% of If B i ! i / / V5 / / i a� • x a � � o D I z iff % ' U z LL / / O i' i J O � N It of fe d J 2 z i / J F / Z Z W j W w ❑ / i a ,../ / if + DRAWING /+ NUMBER DESIGN €�E VELOPIf� z' N"I` C- 1902 11 2 3 4 5 N V 6u J SDALE:1"= 30' 111 LLI G . nm l I L — LL o zo WVN Ww M8 t fir !n _JN dS Z = m0 0 ^ LL O V ZZ K V rn � U Ll ❑ w TH- RbbGF4�7UT ... 3 ory ya y� STOP 4Z S)Rlp L/„FS J �!!1'P Z G"F wk U) Z LL °wm, M U � Z J > 4 Z Q Z W UU a �(Z DRAWNG /j if \sue /NUMBER SEE DRAWING C-1901 - DRAWNG 1 OF DESIGN D€"_`Tf0'_`° & O�" MEN �+' � 903 2 3 4 5 U) U WZ5.02 � r � r 19.76 — 29.80 F LL o N 3.51 10.03 79.06 ----- 29.10 O Q fD o m Z /n 1606 2809 o �/ Y y m a a EARTH rrrr a� urann �fu nvr •m mil W ' � 0 j , N71 _ � �{'i ryryppJ,(WW�g} 86.12 CONCRETE CURB 14.5".53 . �i� _ 1801 ----y O L 04 1731 r 10.23 I 12. �'1 p 1630 ((� J . ., .a r DEARTH .e.h i rsr:;� �,5" CLASSX CONCRETE �( �'12" CA 6 CRUSHED GRAVEL OR LIMESTONE 2" CA 7 CRUSHED AGGREGATE 06 z CONCRETE BARRIER CURB W 4.5" BITUMINOUS CONCRETE BINDER 2" I-1 t BITUMINOUS CONCRETE SURFACE 1 .5" BITUMINOUS CONCRETE SURFACE 1 .5" BITUMINOUS CONCRETE SURFACE 86.72 CONCRETE CURB W O"10" COMPACTED CA6 LIMESTONE OR CRUSHED GRAVEL BITUMINOUS CONCRETE BINDER V 2" CA-6 CRUSHED GRAVEL OR LIMESTONE TYPICAL ROADWAY SECTION n TYPICAL ROADWAY SECTION C-5100 SCALE:WS C-51D0 SCALE:WS O 19.76 19.06 1806 12]4 hb nFrp ff !f Yd f,' ( f _ l�II'p.l9ll' 'f I 'q JP 1 12.04 11.03 F 6.12 CONCRETE CURB B � i B-8.12 CONCRETE CURB 12" CA 6 CRUSHED GRAVEL OR LIMESTONE 1.5" BITUMINOUS CONCRETE SURFACE �4.5" BITUMINOUS CONCRETE BINDER 4.5" BITUMINOUS CONCRETE BINDER 1.5" BITUMINOUS CONCRETE SURFACE a9 t� 12" CA-6 CRUSHED GRAVEL OR LIMESTONE TYPICAL ROADWAY SECTION TYPICAL EXISTING ROADWAY SECTION ? F5100 SCALE: WS C-5100 SCALE:WS 1n z z FD _O LU U 1n J J J 4 0 U z o LU Y DRAWING NUMBER DESIGN DEVELOPMENT C-v x 0 y SET # NEIGHBORHOOD CINEFdA GROUP ILI III r E Carpenter St Cinema Development ' rot srr u P177a iT1 $''{r rsennrds 4p Hck4,,� 00010 4 WweT rt PROJECT - °r p LOCATION t3 h 47 Hampim� E CCUntryde Pk 509 West Countryside Wy Pkwy . OW Se tm Mpakve Il Sh rtk 0 . ■ sa c4 IL Ile 1N Vererany P Yorkvi Legends Sports W Kenda%k 4Y v ■ Bar&GrOI Y L1,.r gaper g 7 r dtta a va tonal Yorisvvie rN,. 18 - .lnr,n S! `-' W Veteran,Ph lJ 1Natl Berra - b c riiUaest Ave S.v k,,M JA �Veterans P_y:y d 'e Macranns i'-d'i I_'ve!eransPKvey. IndePenden' �� ;'r — _ 2012 - 055 m 2 z pizza R Paste Y� , LOCATION MAP N.T.S. BUILDING CODE INFORMATION DRAWING INDEX GOVERNING CODES: ARCHITECTBUILDING CODE 2009 INTERNATIONAL BUILDING CODE ARCHITECTURAL: MECHANICAL: STRUCTURAL CODE 2009 INTERNATIONAL BUILDING CODE A-100 FIRST FLOOR PLAN- OVERALL MECHANICAL CODE 2009 INTERNATIONAL MECHANICAL CODE A-101 FIRST FLOOR PLAN- PART 1 M-100 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS MAYOTTE r PLUMBING CODE ILLINOIS PLUMBING CODE A-102 FIRST FLOOR PLAN- PART 2 M-400 FIRST FLOOR HVAC PLAN- PART 1 g O p ELECTRICAL CODE NATIONAL ELECTRIC CODE A-103 MEZZANINE PLAN- OVERALL M-401 FIRST FLOOR HVAC PLAN- PART 2 FIRE/LIFE SAFETY CODE 2009 INTERNATIONAL FIRE CODE A-104 MEZZANINE PLAN-PART 1 M-402 MEZZANINE HVAC PLAN- PART 1 ENERGY CODE 2009 INTERNATIONAL ENERGY CONSERVATION CODE A-105 MEZZANINE PLAN- PART 2 M-403 MEZZANINE HVAC PLAN- PART 2 Z A R C H I T E C T S ACCESSIBILITY ADAAG (ILLINOIS ACCESSIBILITY CODE) A-106 ROOF PLAN M-404 ROOF HVAC PLAN- PART 1 A-107 DOOR SCHEDULE, TYPES, AND DETAILS M-405 ROOF HVAC PLAN- PART 2 6240 W.Mt. Hope USE GROUP A-1 (ASSEMBLY) A-200 EXTERIOR BUILDING ELEVATIONS M-800 MECHANICAL DETAILS Lansing, MI 48917 A-300 BUILDING SECTIONS M-900 MECHANICAL SCHEDULES t. 517-323-0577 f. 517-323-0570 CONSTRUCTION TYPE 1113 (SEE SECTION 507.11 MOTION PICTURE THEATERS) A-301 WALL SECTIONS AND DETAILS www.mayottearchitects.com A-401 STAIR AND RISER DETAILS ELECTRICAL: ALLOWABLE AREA (TABLE 503) UNLIMITED - BASED ON 507.11 A-500 FIRST FLOOR REFLECTED CEILING PLAN- PART 1 E-100 GENERAL NOTES AND ABBREVIATIONS CONSTRUCTION AREA 34,950 S.F. < UNLIMITED (OKAY) A-501 FIRST FLOOR REFLECTED CEILING PLAN- PART 2 E-400 FIRST FLOOR LIGHTING PLAN- PART 1 A-502 MEZZANINE REFLECTED CEILING PLAN- PART 1 E-401 FIRST FLOOR LIGHTING PLAN-PART 2 STRUCTURAL ENGINEER BUILDING HEIGHT (TABLE 503) 2 STORIES A-503 MEZZANINE REFLECTED CEILING PLAN- PART 2 E-402 MEZZANINE LIGHTING PLAN- PART 1 ACTUAL BUILDING HEIGHT 2 STORIES A-600 ENLARGED TOILET ROOM PLANS AND ELEVATIONS E-403 MEZZANINE LIGHTING PLAN- PART 2 E-500 FIRST FLOOR POWER PLAN- PART 1 FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS (TABLE 601) STRUCTURAL: E-501 FIRST FLOOR POWER PLAN- PART 2 j. STRUCTURAL STEEL FRAMING 0 HOUR SO-1 GENERAL NOTES E-502 MEZZANINE POWER PLAN- PART 1 BEARING WALLS INTERIOR 0 HOUR S1-1 FOUNDATION PLAN E-503 MEZZANINE POWER PLAN- PART 2 BEARING WALLS EXTERIOR 0 HOUR S2-1 MEZZANINE FLOOR FRAMING PLAN E-504 ROOF POWER PLAN- PART 1 FLOOR CONSTRUCTION 0 HOUR S3-1 ROOF FRAMING PLAN E-505 ROOF POWER PLAN- PART 2 Sterling ROOF CONSTRUCTION 0 HOUR SD1-1 FOUNDATION SECTIONS AND DETAILS E-600 ELECTRICAL RISER DIAGRAM AND GROUNDING DETAIL SD2-1 DETAILS E-700 ENLARGED POWER PLANS Engineering FIRE PROTECTION FULLY SPRINKLED E-800 ELECTRICAL DETAILS PLUMBING: E-801 LIGHTING CONTROL PANEL Group OCCUPANCY CALCULATIONS P-100 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS E-900 PANEL SCHEDULES (FUTURE) Of P-400 UNDERGOUND FLOOR PLUMBING PLAN- PART 1 E-901 PANEL SCHEDULES (FUTURE) GROUP A-1 (ASSEMBLY, WITH ACCESSORY OCCUPANCIES) P-401 UNDERGROUND FLOOR PLUMBING PLAN- PART 2 Conipani*es GROUP A-1 FLOOR AREA = 34,950 SF P-402 FIRST FLOOR PLUMBING PLAN- PART 1 TABLE 1004.1.1 CALCULATED OCCUPANT LOAD = 2,210 OCCUPANTS P-403 FIRST FLOOR PLUMBING PLAN- PART 2 173%Village Green Drive P-404 MEZZANINE PLUMBING PLAN- PART 1 Houstm,Texas 77040 PLUMBING FIXTURES REQUIRED: PART 890 ILLINOIS PLUMBING CODE (SECTION 890.TABLE B) P-405 MEZZANINE PLUMBING PLAN- PART 2 CD P.{281} 7088 F.{281)5835495 P-406 ENLARGED UNDERGROUND PLUMBING PLANS S� GN >_ PLUMBING FIXTURES PROVIDED: P-407 ENLARGED FIRST FLOOR PLUMBING PLAN R DE U 0 ' z The Strrlint Engi,ierring Grasp MALE- 3 WATER CLOSETS - 8 URINALS -4 LAVATORIES P-800 PLUMBING DETAILS LO sv R Ln FEMALE- 15 WATER CLOSETS 5 LAVATORIES P-900 PLUMBING SCHEDULES IS Q 1 C7 c\, 1 SERVICE NK 1 v0 T ( ) SINK N� E 5 DRINKING FOUNTAINS N O OP MECHANICAL AND ELECTRICAL ENGINEER (1) FAMILY DIN ON �TI �C cm �f R c cz CO NS c Im A r J? I 1601 E. Grand River Ave. o) Lansing, MI 48906 ° Q CONSULTING ENGINEERS, INC. t. 517-487-2511 f. 517-487-2544 CD administrator @matrixceinc.com N 2012-055 T 1 T o N r� T V O U z C rS� T V T date DESIGN DEVELOPMENT 2012.11.07 checked by jfs drawn by jam/ndh consultant 352'-0" 87'-4" 68'-0" 50'-0" 140-8" � r r I F I 4 I A-1o6 I � � I 5TORAGE I I 1 115 - I A-600 I I I STOR. L I I 1 17 I I L A-6 00 CON CESSIONS 2 IE CD OFFICE I A UI DI o IT ORIU I AUDI TORIUM AUDITORIU 2 I I IO2 AUDITO IU ® 101 109 ir PARTY ROOM 1 16 ® ME ENS MAIN LOBBY 128 13 J 5 100 a 1 raD 4 7gg WORK BREAK R I 112 �O 118 I I MAYOTTE g r o u p F.e.c PROMENADE � F.E.C. F.E.C. F.E.C. 119 — — I PROMENADE ' I 125 I A R C H I T E C T S JAN. o REPILL� I _ I 120 o 5TA310N I � � 6240 W.Mt. Hope 1 1 ❑ TO Lansing, MI 48917 0 ID AUDITORIUM 6 108 AUDITORIUM "' 129 AUDITORIUM 8 _ _ t. 517 323 0577 L I 10 Ic _ ONT L Io7 i f. 517-323-0570 L A-300 AUDITORIUM 3 I AUDIT IUM 4 U 140 www.mayottearchitects.com I o3 I I o^ TOR. 05 I I 121 J WORK ROOM 122 I I FLOOR PLAN I I _ 1/16"= 1'-0" 0 � 0 334'-0" I Q Q I W w = N = wI w Q w Q w I 2 3 4 A-300 A-300 A-300 I A-300 I W Z Z W O 00- Y O W\ U) r = / i c- M W U rr z `C) O o 0 N Q (� N Q O W — O ,\ O Z W — o 0 ZULn >- El 0 job no. i N Q 2012-055 O 6n N N a, sheet no. T 1 T O N T z o A- 100 l�5 J T l T date DESIGN DEVELOPMENT 2012.11.07 A B C D E F G'-G" 31'-G" 14'-0" 7 12" 5'-4" 8'-8 3/8" 20'- 1 1 7/8" 1 2'-9" 7 11211 G 1/2"' 21-5 11411 4 A-106 — — — — — — j checked by jfs GALVANIZED, INSULATED, HOLLOW 2 drawn by METAL EXTERIOR DOORS AND FRAMES, TYP. I I jam/ndh consultant I I - 2 C0 A-300 L N EHT 115B I N I IB C\1 m I 100D 5 N I 5/8" GYPSUM BOARD _ 100A 1006 100C 100'-0" ON RISER FRAMING c� 54'-4" 1 5" 20'-0" 55'-5 1/2" = 1 2'-G 112"' I k(ECD LUMINUM FRAME CURTAIN WALL 115A _ I STOR. 1 4 LAZING AND ENTRY SYSTEM I 1166 � PROJECTION SCREEN- ° :Q ALUMINUM FRAMED GLAZING BY OWNER I I �1ND ENTRY SYSTEM _ LINE OF DEPRESSED FLOOR \ 1001 - 0 I I Q SLAB- SEE SHEET A-300 I 99' - 5" I Q OFFICE 5/8" GYPSUM BOARD ON LASTIC LAMINATE COUNTERTOP ON I Q BOTH SIDES OF 3-5/8" PLASTIC LAMINATE CABINETS, TYP. ID 0] AUDITORIU 2 N METAL STUDS N 102 MAIN LOBBY I 100 I� I PARTY ROOM AUDITORIUM I 0 SOLID SURFACE COUNTERTOP Q I I GN PLASTIC LAMINATE CABINETS p I ® O 117 m I G'- 1 1 3/4" G PRECAST I I Q O�FIE PANEL — — — — — 5 WALL SYSTEM 300 CO CEScJI N � II MEN o I I 113 4 n BREAK RM. 1 I - WORK RM. Q 1 2 MAYOTTE g r o u p I 118 � 116A — � � I O R H T E T 118 I I 127 A C I C S (102) 101A 17-2' 39'-0" 3'-4" 2'-4" 3'-4" 3'-0" 8'-0" 52'-0" 0-0" L41-10 1/2" 101-211 PAINTED STEEL COLUMN- SEE STRUCTURAL 0 PROMENADE I I 6240 W.Mt. Hope 3'-4" Lansing, MI 48917 0 23'-2" 51- " 22'-10 1/2" G'-O" 19 3 1'-9 112" 5-4" 39'-0"— — — — — 5'-4" 20-4 1/2" 119 O 103A t. 517-323-0577 104A _ 105A I I f. 517-323-0570 __ _ - 120 11 - tt t t 0 o earchi ec s.com www.Mayo _---_—_—_ 7 I o I o A-107 CONCRETE JAN. I STADIUM SEATING E120 _ D SOLID SURFACE COUNTERTOPS 0 STAIR, TYP. o ON PLASTIC LAMINATE CABINETS o 57' 4" 1'-G I/2" 55' 2" —1'- 113/4" 47- 3/8" T-3 1/8" REFILL 4 7/5„ STATION I AUDITORIUM 5 PROJECTION — ; I PROJECTION SCREEN- AUDITORIUM BY BY OWNER 05- 1 OWNER, TYP. m I I PLASTIC LAMINATE COU�TERTOPS ON Ln I I 122A PLA TIC LAMINATE CONTROL" O I WHEELCHAIR I 1 O CAB I ETS 124 6 rr ACCESSIBLE SPACE, TYP. - — — — — — — — — — — — — — AUDITORIUM 4 124 I A-3 (� AUDITORIUM 3 v I 103 104 I I ,I CONCRETE STADIUM I T G I/2" o 0 11T-9 I/8" T-8 I l4" SEATING RISER ON METAL FRAME, TYP. I STOR. II ` I 1 2 1 121 3 C9MPARTMENT SINK W z I CONCRETE STADIUM f N WO K ROOM Z W C I I I 1 - SEATING STAIR., TYP. ---_------- v I I I 1036 O 1046 O N 122B O O N 1 PRECAST CONCRETE PANEL I O c) CD CD WALL SYSTEM, TYPICAL I I > ,F C-) 1,A-300 LJJ z O 0 N I I m Q U 0 N ^; Q I I o = VJ PARTIAL FLOOR PLAN - PART 1 I Q CD z LLJ- INS, zU ° >- 3= A-300 I w � I < � w o job no. LO 2012-055 0 N Q o N N M I I sheet no. T O N >- T V O N I A- 101 C-D z ti T I date DESIGN DEVELOPMENT 2012.11.07 E F checked by jfs I drawn by jam/ndh I consultant I I II GALVANIZED INSULATED HOLLOW METAL EXTERIOR DOORS AND FRAMES, TYP. Ilk 1106 1096 -r O I o O - - _ CONCRETE STADIUM LINE OF DEPRESSED SEATING STAIR,TYP. FLOOR SLAB- SEE 100' - 0" AUDITORIUM SHEET A-300 DO = SEATING- BY OWNER I O 42'-9 3/4" LINE OF DEPRE55ED �00 -0 FLOOR SLAB-SEE SHEET A-300 99'- 5° 99' - 5" DO WHEEL CHAIR LO ACCESSIBLE SPACE AUDITORIUM 9 109 N AUDITORIUM N WOMEN5 ® 10 128 110 1/2" � 71'-5 I12" 721- 111 -9 I/2" CONCRETE STADIUM SEATING RISER ON METAL FRAME, TYP. ACOUSTICAL n n DEMISING WALL O T-6" TOI LET I PRECAST 127 1 27 N CONCRETE WALL I AL MIN UM GL IN CART STORAGE MAYOTTE g r o u p AN ENTRY SY EM ALCOVE v - ALCOVE `" 110A a 1109A 4 A R C H I T E C T S -8 /4" 5'-0" 9'- " G'-0" 19'-6" -4" 5 -0" 5'-4' 23'-9 11411 -6" -0" 1 5 0 PROMENADE I o 0 6240 W.Mt. Hope 28'- 10" 22'-4" 4" 125 27'-8" 4'-0" 19' 4" 5'-4" 14'-4 112" Lansing, MI 48917 0 1o6A _ 1o7A a 129 a f. 517-323-0570 ° I a -a METAL COMPOSITE www.mayottearchitects.com PROJECTION SCREEN- MATERIAL WALL PANELS T 10" I0` 2" 0 I 8 BY OWNER, TYP. = METAL STUD 0 -5 115/25G" FR- FRAMING I ACOUSTICAL PROJECTION SCREEN DEMISING WALL d� I I I STO. - BY OWNER, TYP. I WHEEL CHAIR = 129 ACCESSIBLE SPACE _ AUDITORIUM 8 AUDITORIUM G AUDITORIUM 7 108 N I o6 107 6, CONTROL — — rn — — — — — — — — — — AUDITORIUM - 8 1/4" A-300 O 1 I SEATING- BY OWNER 4-3 CONCRETE STADIUM 3'-2 3/4 3'-I I 112" - SEATING RISER ON METAL= Q FRAME, TYP. - C 41'-6" I'- 13/4" 41'-6" I'- I /4" 41'- I I" 9 I12" c W Z CONCRETE STADIUM Z L.1 LI 1 1 SEATING STAIR, TYP. 5 1066 1076 I 1086 I O � a� 0I I - I O \W -0 Q I = \ i U M z w M w O 0 QW I Q 4 m Q U 0 A-300 N I _ W Q > C Z W — a I z o o 0 0 0 PARTIAL FLOOR PLAN — PART 2 o I 1/8"= 1'-0" job no. c:p i _ 2012-055 C Q O 6n N M Q, sheet no. T 1 T O N !� T V O z � A- 102 !/ T r T date DESIGN DEVELOPMENT 2012.11.07 checked by jfs drawn by jam/ndh consultant 4 A-106 7-11 r 01 11 ED H I , I I AUDITORIU 2 I I 102 El GOTH I ❑ 294 5EAT5 202 ❑ I BOOTH El AUDITORIU A AUDITORIU 6ADA I I 210 10 109 ❑ 300 TOTAL I AUDIT—, 1 110 10' F 101 230 SEATS _I N 230 SEATS 233 SEATS �A �'-'" A-300 I 6ADA 6ADA BOOTH 236 TOTAL I 236 TOTAL 239 TOTAL 206 o �13 11111 I BOOTH I I BOOTH 203 2 I 0 A-106 - - - - - - - MAYOTTE group A R C H I T E C T S A DITORIUM 0 ❑ DITORIUM 4 A DITORIU UDITORIUM 6 AUDITORIUM AUDITORIU 8 6240 W.Mt. Ho e 103 ❑ 04 I 106 107 108 p 105 I f 1° 1 30 SEATS 136 SEATS 145 SEATS I _❑ 85 SEATS 7 SEATS_ _ 76 SEATS 6 Lansing, MI 48917 4ADA 4ADA 4ADA I 4ADA 4ADA 4ADA A-300 t. 517-323-0577 134 TOTAL I 140 TOTAL 149 TOTAL 89 TOTAL 75 TOTAL 80 TOTAL f. 517-323-0570 �I EL RICAL www.mayottearchitects.com E I 20 I I 2 3 I 4 A-300 A-300 A-300 I A-300 I � LO Q IQ n I � D MEZZANINE PLAN 0 I rr 1/16"= V-0" I� I Q PART I _ PART 2 C W z z_ w U � � p � O � -0 O LU CD r = \ .i U I.0 � z O 0 0 0 N m Q v -J 0 N � L 0) _W Q W z a O z U ° >- c°0 job no. LO C:p N Q 2012-055 p Cr) N 717 a, CD sheet no. T O N C-D CD T A- 103 U N z ti T c� date DESIGN DEVELOPMENT 2012.11.07 A B C D E F 10'-0° checked by jhs I I I I I 4 drawn by jam/ndh I consultant o I v -4 CANOPY ROOF(BELOW) 3 I I 0" 3'- 0" 3'- 0" 3' 0" 3'- 0" 3' 0" 4' 8" 3'- 10" 3' 10" 3' 10' 3' 3' 1 3'- 0" 3' 0" 2 — I A-300 - 1 I I I I 5 3'-0" I Q 3' 8" 3'-8" 3'- , 3'-8" 3'-8" 3'-8" 3'-8" 3'-8" 3'-8" 4'-2 3/4" PRECAST - I 0„ CONCRETE WALL _ —L Al MINUM FRAME CURTAIN WALL GLAZING I PROJECTION SYSTEM SCREEN- BY OWNER - I GYPSUM BOARD ON I METAL STUDS TO g DECK ABOVE I 17 I _ ° DIGITAL I DI ITAL PROJECTOR 7NOTf: SEE SHEET 41 I - BOOTH °: - AUDITORIU 2 FOR RISER DETAILS 02 PROJECTOR AND AND SOUND RACK SOUND RACK 102 I I I ❑ PROJECTOR PORT, TY I N F F RILE - EVIL 202 AUDITORIUM I ° = GYPSUM BOARD ON I 0 METAL STUDS TO DECK �OOTH - BOOTH ABOVE I 2 I 0 SEE SHEET A-401 FOR STAIR DETAILS � — - - - - - - - - — — - - I — - - - - - - I — - - 5 MAYOTTE g r o u PAINTED STEEL PIPE A-300 I H NDRAIL I A R C H I T E C T S a - - - -- I 6240 W.Mt. Hope I — J= Lansing, MI 48917 m rz� , t. 517-323-0577 — — a—• 6 f. 517-323-0570 www.mayottearchitects.com A-107 18 3 3' 8" 3' 8.. 3' 811 3' 8 8 �o e 3' 8.. m 8'-5 12" rn m I a S R STAIRS INTED=ST - _ I PIPE HANDRAIL DIGITAL PR JECTOR - - _ AND SOUNIJ RACK PROJECTOR PO BOOTH COORDINATE LOCATION FOR 203 OPENING E WALL u � = GI AL PROJECTOR CONCRETE WALL O AUDITORIUM 3 — I I = AND SOUND RACK, TYP. _ AUDITORIUM 4 AUDITORIUM 5 _ I '� �� 1 - _ _ • _ _ _ _ _ _ - _ _ _ 103 - N NOTE: SEE SHEET 40 1 F104 17105 FOR RISER DETAILS GYPSUM BOARD ON MET L `� I"' NOTE: SEE SHEET 40 — ` L b STUDS TO DECK ABOV - b I o FOR RISER DETAILS 4 -- --— -- — — — — — — — — — — — G I - A- 300 z LLJ LU 1 � 5 N : SEE SHEET 401 U F RISE DETAILS I 7-G 112" 18�2" j 7-3 112" Q 0 ELECTRICAL <_ I 0 N J C TI Al. EM1SI W�L I - N 204 I -0 0 W >- ° ACCESS LAIDER TO = > i 3' 8" 3'-8" 3',8' 3'-8 G 1/4'3'-9 3/4' 4-2" LC2 B ROOF HATCH ABOVE 204 w LII -1 m m I cn o O Q U o I Ln J N I o _ Q I UJ _ CM A-300 3 I Q V CD A-300 I J Z LLJ N = W Q 0 ZUL, >- QW c° I job no. ° MEZZANINE PLAN - PART 1 2012-055 o � N Q, o sheet no. T y T O N !� T V O N A- 104 z ti TCr.) date DESIGN DEVELOPMENT 2012.11.07 checked by jhs drawn by 1 jam/ndh I consultant L L L L L L L L L Ll FI� J r II I I I Ill , 13 _ 14' 9 1/4" 31-6 3,� 3 .8 3 _8 13'- I" 42'-9 3/4" 13'- u 3 3 3 3 3 3 3' 3 3 5' A E F 1-=� 1 0 �F I IT 8'- DIGITAL PROJECTOR I U Ll Ll C / AND SOUND RACK, TYP. - III U1, = PROJECTOR PORT, TYP. I - I � I DIGITAL PROJECTOR AND � �0 N T E S E T I NOTE: SEE SPIFFY A-4 I N SOUND RACK P, D I FOR RISER DETAILS I � PROJECTOR PORT, TYJ G U I CAP,:) N M TA GYPSUM BOARD ON METAL _ S T I S� T� CK A�BQV I 41-4" 3'-8" d a c) J DN S E SHEE A-40 I --FOR STAIR DETAILS P PI D PAINTED STEEL SIE EE A I F MAYOTTE g r o u p S E PIPE HANDRAIL A R C H I T E C T S , - a 6240 W.Mt. Hope Lansing, MI 48917 DOOR PORTALS, TYP. (BELOW) L _ _ _ _ 3 t. 517-323-0577 A-106 f. 517-323-0570 www.mayottearchitects.com 3'-8" 3'-(5" 31-81t 31-811 4'-0" 31-8" 3 -6" 31-61, m m 4 3'-8" 3'-8" 3'-8" I PAINTED STEED — PIPE HANDRAILS GYPSUM BOARD ON " ,OJECTOR PORT- C) METAL STUDS TO 1 3'-(511 8' 5 112' ^^ COORDINATE = DECK ABOVE LOCATION FOR OPENING IN PRECAST N- NOTE: SEE SHEET A-401 CONCRETE WALL N N N DIGITAL FOR RISER DETAILS Q o I N � PROJECTOR AND r ❑ I E E T I SOUND RACK, F. I L D T I� PROJECTOR SCREEN - B WNER, TYP. P R Of, T, C T CAL-DE I51NG ALL w Z W L 4 Q J -0 U) Q W 1� c� z I A-300 W � 0 Q 0 o N I m Q U J _ — CD W I MEZZANINE PLAN - PART 2 ('3 W ' I Ui o Z o }- job no. i N Q I 2012-055 CD N °' Q, I sheet no. CD T O N T A- 1 05 U ti z � l/ T lJ T date DESIGN DEVELOPMENT 2012.11.07 C LINE OF PRECAST WALL BEYOND G'-8" 2'-0" METAL ROOFING SYSTEM PREPINISHED METAL RIGID INSULATION ON METAL DECK COPING-TO MATCH WALL ON METAL STUD FRAMING --------- - 3/4" WEATHER TREATED 5HEATING PANELS ON 3-5/8" GALVANIZED METAL SINGLE PLY MEMBRANE ROOFING METAL SOFFIT SYSTEM ------- STUD FRAMING 17L STEEL CHANNEL 5 METAL COMPOSITE - MATERIAL WALL PANELS METAL STUD FRAMING checked by BREAK METAL CLOSURE A-106 SYSTEM Checker STEEL"T" 112" SHEATHING drawn by N Author JOIST-SEE STRUCTURAL 5 CANOPY DETAIL °_ A-106 1 1/2"= 1'-0" STEEL"T"-CUT WEB TO SLOPE consultant STRUCTURAL STEEL COLUMN- PAINT 2 WALL DETAIL A-106 1/2" I TERMINATION BAR- LAP MEMBRANE ROOFING UP PRECAST N WALL N - O WEATHER TREATED WOOD BLOCKING CONCRETE BASE SINGLE PLY MEMBRANE ROOFING RIGID INSULATION ON METAL PREFINISHED METAL COPING-TO DECK ON METAL STUD MATCH WALL PANELS FRAMING METAL STUD FRAMING METAL COMPOSITE MATERIAL WALL PANELS 2'-0" JOIST- SEE STRUCTURAL CONCRETE FOOTING 112"SHEATHING I I 4 CANOPY DETAIL 3 WALL DETAIL A-106 1/2"= 1'-0" A-106, 1/2" = 1'-0" I I I I MAYOTTE g r o u p A R C H I T E C T S 4 6240 W.Mt. Hope A-106 Lansing, MI 48917 r 7 t. 517-323-0577 f. 517-323-0570 STANDING SEAM METAL STANDING SEAM METAL 1 32' -4" I 132 -4' I ROOF SYSTEM (BELOW) I ROOF SYSTEM I www.mayottearchitects.com PREPINISHED METAL COPING SYSTEM;TYP. I 128' -4" 128'-4" I I 1 24' - 0 1/2" I128'-4" SINGLE-PLY ROOF I I ^ MEMBRANE 1 23' - 9" L.L SYSTEM, TYPICAL I I I � I o� I 5 I I A-300 I PREFINI5HED METAL SINGLE-PLY ROOF COPING SYSTEM, TYP. Q SINGLE-PLY ROOF I MEMBRANE 13 1' - 0 3/1 G" I MEMBRANE SYSTEM, TYPICAL 12T -4 I/4" 2T -4 I/4" SYSTEM, TYPICAL �I I W Z L I Z W EXTEND ROOF SYSTEM DOWN 1 22' - 1 1 3/4" A-106 v A-106 I � � FACE OF TRANSITION, TYPICAL I — a PREFINISHED METAL I SINGLE-PLY ROOF O COPING SYSTEM, TYP. I MEMBRANE I O SYSTEM, TYPICAL I O W -0\ U) CD r I = \ i I I , �--. U I M z L{_ Q LC) LC) I I L 6 I 0 Cp T I I I A-300 I m Q V J CD _ N 5 ^, 1 22' -0" I GUTTER DOWNSPOUT 1 22' -0" I 1 22'-0" 0 VJ I 0 W _ o I SYSTEM, TYPICAL I I _Ile I _ I I I z 0 0 U Lo > p I 2 3 4 job no. � A-300 A-300 A-300 A-300 _N 2012-055 Q O Ln N Cp sheet no. T Roof Plan 1 T O N } T 1/16"= 1'-0" z A- 1 06 f� T r T date DESIGN DEVELOPMENT 2012.11.07 DOOR SCHEDULE DOORS FRAM E5 Opening No. Door Type Width Height Material Type Jamb Head Fire Rating Comments I OOA 3' -0" (5' -4" ALUMINUM I OOB 3' -0" 5'-4" ALUMINUM I OOC 3' -0" 5' -4" ALUMINUM I OOD 3' -0" (5' -4" ALUMINUM IOIA 3' - 0" 7- 0" 10113 3' -0" 7 - 0" 102A 3' - 0" 7- 0" 1028 3' - 0" 7 - 0" 103A 31 -01, 7- 0" checked by 1038 3' -0" 7 -0" jhs 104A 3' -0" 7' -0" 1048 3' -0" 7' -0" 105A 3' -0" 7'- 0" drawn by 1058 3' -0" 7' - 0" jam/ndh IOGA 3' - 0" 7- 0" I OGB 31 - 011 7' - 0" consultant 107A 3' -0" 7' - 0" 1078 3' -0" 7 - 0" 108A 3' -0" 7 - 0" 1088 3' -0" 7' - 0" 109A 3' - 0" 7-0" 1098 3' -0" 7- 0" I I OA 3' -0" 7'-0" 1 1013 3' -0" 7- 0" I I OC 3' - 0" 7- 0" 112 3' -0" 7 - 0" 1128 3' - 0" 7 - 0" 1 14 3' -0" 7- 0" I 15A 3' -0" 7- 0" 1 1513 3' -0" 7 - 0" I IGA 3' -0" 7'- 0" 1 1GB 3' -0" 7-0" 1 17 3' -0" 7'- 0" 118 3' -0" 7- 0" 1 19 3' - 1" 8' -4" ALUMINUM 120 3' -0" 7'- 0" 1 2 1 3' -8" 7' - 0" 122A 3' -8" 7' - 0" 12213 3' -0" 7 - 0" 124 3' -0" 7' - 0" 125 3' -0" 8' - 4" ALUMINUM 127 3'-0" 7 - 0" 129 3' -8" 7- 0" 201 3' - 0" 7- 0" 202 3' -0" 7'- 0" 203 3' - 0" 7-0" 204A 3' - 0" 7- 0" 2048 3' - 0" 7-0" 20G 3' -0" 7- 0" 210 3' -0" 7'- 0" MAYOTTE g r o u p A R C H I T E C T S FIBERGLASS INSULATION FILLER 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD ON BOTH SIDES OF ON BOTH SIDES OF 6240 W.Mt. Hope DEFLECTION TRACK 3-5/8" METAL STUDS 4" METAL STUDS @ Lansing, MI 48917 (2) G" METAL (2) LAYERS OF 5/8" GYPSUM (2) 3-5/8" METAL @ 24"O.C. 24" O.C. STUDS @ 24" BOARD EACH SIDE STUDS @ 24" O.C. O.C. OFFSET OFFSET STUDS 12" SEALANT- BOTH = SEALANT- BOTH t. 517-323-0577 STUDS 12" N SIDES (TYP.) N SIDES (TYP.) f. 517-323-0570 14' 10" HOLLOW METAL HOLLOW METAL www.mayottearchitects.com 2x4 SPACER FRAME- PAINTED FRAME - PAINTED I x4 TRIM 5 3/4" 6 1/8" ILI CONCRETE WALL BEYOND I I-1 I I-2 ACOUSTICAL PANEL CERAMIC TILE ON 5/8"TILE BACKER CEILING SYSTEM BOARD ON METAL FRAMING FABRIC OVER 1-112" DUCT 8" 3'-8" 8" LINER INSULATION EACH SIDE 5 3/4" 6 1/8" MONITOR-BY OWNER *_1 I x WOOD TRIM- PAINTED GYPSUM BOARD- PAINT 2x3 WOOD BLOCKING O. G SCREW AT CENTER (2) LAYERS OF SOUND HOLLOW METAL HOLLOW METAL F SLOT W/WASHER(TYP.) (2) LAYERS OF G" ATTENUATION INSULATION - FRAME- PAINTED _ FRAME - PAINTED N SOUND N N ATTENUATION O ` INSULATION CARPET WALL COVERING SEALANT- BOTH SEALANT- BOTH o SLOTTED SLIP TRACK SIDES (TYP.) SIDES (TYP.) rr ` — 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD R SCREW _ a,. 9 "d ON BOTH SIDES OF ON BOTH SIDES OF a d a ACOUSTICAL ISOLATION EACH SIDE METAL STUDS 4" METAL STUDS @ WASHER MAT AND SEALANT J-1 @ 24' O.C. J-2 24" O.C. U STEEL STUD N THICKENED SLAB ISOLATION JOINT DEMISING WALLS HEADER AND JAMB DETAILS Z W o . DOOR PORTAL 1/2"= 1'-0" 1 1/2"= 1'-0" ELEVATION O O 14'- 10" (/1 CD _ 5/8" GYPSUM BOARD ON 5/8" GYPSUM BOARD ON BOTH SIDES OF 3-5/8" BOTH SIDES OF 4" METAL ,F z 5' 0" 7' 0" 2'_0" METAL STUDS @ 24" O.C. STUDS @ 24" O.C. cr LO 0 C) 0 3'-0" 4'-0" 0 N 3'-0 3'-0 4'-0 E'-0 M < U J_ U Q TILE ON TILE BACKER BOARD —_ W 3-5/8" METAL STUD FRAMING CD a - - W — rn Z U ° 0 o o WALL BASE -SEE ROOM WALL BASE -SEE ROOM t:J FINISH SCHEDULE FINISH SCHEDULE job no. LO Ln - 2012-055 C:D - N D-1 D-2 cli L0 P-1 P-2 F-1 F-2 F-3 F-4 sheet no. T DOOR PORTAL DETAIL PARTITION TYPES FRAME TYPES DOOR TYPES O N 7 T A-107 1/2"= 1'-0" 1 1/2"= 1'-0" 1/4"= 1'-0" 1/4"= 1 C-D '-0" z A- 1 07 T c� date DESIGN DEVELOPMENT 2012.11.07 F E D C B A PRECAST CONCRETE 3 2 4 SIGNAGE BY OWNER A-300 ETAL OMP051TE MATERIAL WALL PANEL A-300 A-300 A-300 REFIN SHED COPING Jk T.O.W.3 _ _ _ _ _ _ _ checked by �' 1341 - 0" _ — — — — — — — — — — I— I— — — — — — — — — — — — — jhs 130' - 0" ❑ raven y jam/ndh MEM consultant f FI�R5T FLOOR 100' - 0'l — — — — PRECAST CONCRETE WALLS NORTHELEVATION GLAZED ALUMINUM CURTAIN WALL SYSTEM 6 5 PREFINISHED METAL COPING A-300 A-300 PRECAST CONCRETE WALL PANEL SYSTEM I PREFINISHED METAL COPING �\ j 5 G PRECAST CONCRETE WALL SYSTEM I 4 3 2 1 A-300 A-300 T. W., 3 _ ., , 3 SIGNAGE BY OWNER 134' -- 0" 2 � 11�3U4' - 0" A-106 METAL COMPOSITE MATERAIL WALL PANEL SYSTEM A-106 �'jhT.O.W. I T.O.W.2 126' - 0" I 130' - 0" i NCB o PANEL JOINTS I o CANOPY A-'06 m I I A-106 Ln N N I REVEALS CAST IN PANEL I MAYOTTE g r o u p FIRST FLOOR ` FIRST FLOO ' F r 100, - 0" 100, - 0" A R C H I T E C T S METAL COMPOSITE MATERIAL WALL GLAZED ALUMINUM ENTRY SYSTEM PANEL SYSTEM GLAZED ALUMINUM Lansing, MI 48917 ENTRY SYSTEM WEST ELEVATION f. 517-323-0570 EAST ELEVATION 11101 = www.mayottearchitects.com I/I G" = 1'-0" n Z) O rr (D GUTTER AND DOWNSPOUT SYSTEM Q 2 [-- PRECAST CONCRETE WALL PANEL SYSEM W Z Z W 2 3 eI A-300 A-300 Q O a. � A-300 4 -T n W 3 A-300 O J 1 X34' - 0" uJ CD U I I M LLJ z L{_ METAL COMPOSITE o MATERIAL WALL PANEL O 0 N I SYSTEM J I I I U _ VJ _ I W — z > F� 10, FLOOR _ ` — Z U Ln � � � job no. 0 i c:p N Q 2012-055 O QO SOUTH ELEVATION sheet no. T 1 T o N I/I G" = 1 -0' C-D T C-D z A-200 f� T r T date 2 3 q- 5 6 DESIGN DEVELOPMENT O07 G 112" PROTECTION BOARD ON 4" A-300 W 3 RIGID FOAM INSULATION SYSTEM 134' - 0" SINGLE-PLY ROOFING -— —- T.O.W.2 MEMBRANE SYSTEM, TYPICAL 3 1/2" PROTECTION BOARD ON 4" T.O.W.2 Y 130' - 0 A-106 RIGID FOAM INSULATION SYSTEM 1301 - 0" SINGLE-PLY ROOFING I I GYPSUM BOARD ON METAL T.O.W. I MEMBRANE SYSTEM, TYPICAL T.Q.W. I I SINGLE-PLY ROOF FRAMING BULKHEAD Y 120 - 0" Y 126' _ 0" MEMBRANE SYSTEM, TYP. I LAY-IN COU5TICAL PANEL 1 I I 1hS checked by CEILIN SYSTEM, TYPICAL I A-301 ROOF DECK ON STEEL JOIST 1 EXPOSED ROOF DEC STEEL FRAM G SYSTEM-SEE A-302 I I JOIST FRAMING, PAI TED I drawn by o SHE 3. I ` GYPSUM BO RD ON METAL PROMENADE 4 LAY-IN ACOUSTICAL PANEL I I I I FRAMING BULKHEAD I ELECTRIC L� jam/ndh 125 CEILING SYSTEM, TYPICAL ROOF DECK ON STEEL JOIST STEEL FRAME SUPPORT SYSTEM ' I I I I ALUMINUM FRAME CURTAIN I 204 FRAMING SYSTEM-SEE SHEET S-3. 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CONCRETE FLOOR SLAB ON VAPOR AUDITORIUM RISERS *SEATING RETARDER- SEE SHEET S-I . 1 AUDITORIUM RISERS �SEATING 4 Section 6 5 6 3 Section 5 -300 1/8"= 1'-0" A-300. 1/8"= 1'-0" 4 I I /57-� G SINGLE- PLY ROOF MEMBRANE A-300 A-300 T.O.W.3 SYSTEM, TYPCAL �T.O.W.3 _ Oil 1/2" PROTECTION BOARD ON 4" _ 1 34' - 0"- ' RIGID FOAM INSULATION, TYPICAL �T.O.W.2 T�O.W.2 Ll 130' 0" I � 1 30' - 0" I I I , SINGLE- PLY ROOF MEMBRANE I $ T.O.W. 1 4 SYSTEM, TYPCAL �T•O•W• I ,J ROOF DECK ON STEEL JOIST A-301 ,J 126' - 0" I 1/2" PROTECTION BOARD ON 4" 126' - 0" FRAMING SYSTEM- SEE SHEET , RIGID FOAM INSULATION, TYPICAL INSULATED PRECAST CONCRETE 5-3-I WALL SYSTEM- SEE SHEET STRUCT. LAY-IN ACOUSTICAL PANEL 2 I CEILING SYSTEM 2 I A-301 I I I A-302 TT=STEEL JOIST FRAMI G SYSTEM- SEE SHEET 5-3-1 P MENADE I A-301 I I I MAYOTTE g r o u p m AUDITORIUM RISERS �SEATING N I I 19 ' I CEILING Y TE A PANEL i � � I MEZZANINE I �� MEZZANINE AUDITORIUM I ' PROIVIENA 9'-4" 1 109' - 4.. — I , 119 I ° AUDIT ' I I 6240 W.Mt. Hope I I I i I I Lansing, MI 48917 FIRST FLOOR I - _ o � — FIRST FL00 I = I - - _ t. 517-323-0577 0.. 1001 - 01,— a f. 517-323-0570 F. _ a T.O.F. , - 6" CONCRETE FLOOR SLAB ON VAPOR I AUDITORIUM RISERS SEATING 6 l t www.mayottearchitects.com RETARDER-SEE SHEET S-1 . 1 CONCRETE FLOOR SLAB ON VAPOR -J mmi RETARDER- SEE SHEET S-1 . 1 1 BUILDING SECTION A-300 1/8" = 1'-0" 2 BUILDING SECTION A-300 1/8" = V-0" A B C D E F n D O rr 3 T.O.W.3 A-300 O A-300 134' - �2 _ w Z 130' - 0" z w JkT.O.W. I � 126' - 0.. T.O.W. I I ROOF DECK N STEEL JOIST � 126' - 0" I FRAMING-SE SHEETS-3. 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T y T O N !� T V O z � A-301 // T V T date DESIGN DEVELOPMENT 2012.11.07 VARIES-SEE PLAN I - d' C9 4" r J r checked by CONCRETE OVER STEEL Checker `0 --- DECKING- SEE STRUCTURAL RISER FRAMING -SEE drawn by STRUCTURAL Author a ° I G GAUGE STEEL PLATE WITI1 1-1/2"STRAP ANCHORS @ 24" O.C. - PAINTED consultant 4" 2 RISER DETAIL A-401 3/4"= V-0" m N N 411 - F- N I O m N N � N CONCRETE OVER STEEL Ad DECKING-SEE STRUCTURAL RISER FRAMING - SEE STRUCTURAL I G GAUGE STEEL PLATE WIT I- 1 1/2" 1-112" STRAP ANCHORS @ 4„ 24" O.C. - PAINTED 1-112" O.D. GALVANIZED STEEL PIPE HANDRAIL W/BRACKETS @ 5'-0' OCKMAX (PAINT 3 RISER DETAIL A-401 3/4"= V-0" Q m MAYOTTE g r o u p A R C H I T E C T S CONCRETE FILLED METAL PAN STAIR VARIES-SEE PLAN EQ EQ EQ d 6240 W.Mt. 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LO 0 Ln c:p_ 2012-055 N Q O ti I� STAIR DETAIL sheet no. 5 STAIR DETAIL T A-401," 3/4" = V-0" } N A-401 1" C-D o N A-401 z ti T CD date DESIGN DEVELOPMENT 2012.11.07 4 A-106 checked by jhs Idrawn by jam/ndh II consultant I METAL SOFFIT SYSTEM 2 A-300 I I I STORAGE I I 115 +EXPOSED ABOVE I I I STOR. _ I I14 -_GYPSU'Nt _ '�BbARb.•OPI- I I MONITORS AND MONITOR METAL , 1SER• •;. „ I a MOUNTS- BY OWNER RAMI,NC AC US IC L PA EL I d CE LIN SY TE GYPSUM BOARD SOFFIT SYSTEM I AUDITORIUM F102 1-t,�.• _ I + 10, 0° I ` ONCE55ION5 MAIN LOBBY 100 AUDITORIUM I I - IoI I +7' 7° I +EXPOSED ABOVE I A TY ROOM = �yt? u ; c�a I 113 ON L) P.�1•D�- 5 +71 - 711 I � — — — — — — A-300 --- --- - - --- -- -_- -_- - 0] IT [I MAYOTTE g r o u p A R C H I T E C T S - 4 - - - 8 - ❑ 77 6240 W.Mt. Hope A-107 PROMENADE +EXPOSED ABOVE I Lansing, MI 48917 t. 517-323-0577 - - a a f 517 323 0570 +, '"-°'4'•. I m I m '•�- � www.mayottearchitects.com a = GYPSUM BOARD SOFFITS a. I _ I }AN: REFILL + • 10° I STATION 123 +EXP. ABOVE +EXP. ABOVE , AUDITORIUM 3 103 - ',,,;, - - - - - - - - --- - - - ' - - - - - -- -- I 6 FD 1 AUDITORIUM 4 — — —AVDITORTUI�� — — — — — -� - _ — — - - _ _ — — rr �'' 04 105 GYPSUM BO RD CEILING ON I Q UNDERSIDE IF METAL RISER 5 FRAMING I- - _ WO K ROOM I w Z I I22 I Z w +EXPOSEDIABOVE I U p w ,� .U) r I 3 I > >+ A-300 A-300 I w w C w z — N = Q LO O 0 LO � � w M Q I a 0p 0 U Lo >- c° job no. LO 0 Ln N Q 2012-055 O CD N C� rT IT a, sheet no. T T O N z ti A-500 T c� date DESIGN DEVELOPMENT 2012.11.07 checked by jhs drawn by jam/ndh consultant Ell =11 01 IZ 17TTI I I I I I I I I 9 IL MAYOTTE g r o u p FE Ell 1:11 Ell FE Ell a Ell IE 1:11 1 11 A R C H I T E C T S 6240 W.Mt. 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Hope I EXPOSED ROO 5TRUCTU SYSTEM Lansing, MI 48917 EX OSED RO F STRUCT RE SYSTE PR MENAD 11 t. 517-323-0577 f. 517-323-0570 d a A www.mayottearchitects.com I I - I I BOOTH I 203 I PO ED 11,001 15TIlluClLIKE SYS EM Y-I AC US I A PA EL I I d C (LING S STE PIC L 1.1. AUCKFORb 5 U IT RI M 4 105 I I O + 18 - I e I- 01 + I 'I- 0, 6 rr A-300 0 AL DI OR 3 LAY-IN AC US ICA PA EL LA -IN CO STI AL AN L 103 I I I CEILING S STE PIC L I CEILING S TEM, TYRICAL III 5 P OJ CTI N S Klfff.N5 13Y O NE FIOJE CTI N S KEEN B O NER W Z ELEC RICAL FTr 204 Z W LL Ll Ll I I L 0 0 J ID O \W LI CD 3 I 0 W A-300 A-300 Cp w o W m Q U w r� N o w V W D— (S) `/ > °, I W z o 0 MEZZANINE REFLECTED I Z U Lo >- C/") CEILING PLAN (PART 1 ) CD 0 1/8" = V-0" I job no. LO _ 75 2012-055 N Q O N N Ln a, sheet no. T O N C- O N A-502 z ti T CD date DESIGN DEVELOPMENT 2012.11.07 checked by jhs drawn by ccr/jam consultant I I I I I I I I I I ROJECTI N 5CREEN EY OWNER a Y-I ACOUSTICAL PA EL EILI G SY57M XP SED Roof TR CTU I_5Y51 EM Al Q n1nTH A DI OR U 10 -109-T- +231 - 1-01 BOO H 206 PROJEC ION SC EEN BY WNER LAY-IN OUSTI AL PANEL MAYOTTE g r o u p CEILING YSTEM 1 A R C H I T E C T S 1 EXPOSE ROOF 1 6240 W.Mt. 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T IO N z ti A-503 T c� 6 date DESIGN DEVELOPMENT 2012.11.07 I T-4" T-43/8" Ln FH=IT i�t-v I 1 / checked by WOMENS ROOM 128 - NORTH ELEVATION ') WOMENS ROOM 128 - EAST ELEVATION Checker 3 WOMENS ROOM 128 - WEST ELEVATION 4 5 A-600 1/4"= V-0" -600 1/4" = 1'-0" A-600;' 1/4" = 1'-0.. drawn by Author consultant i n n i n O MENS ROOM 113 - 6 MENS ROOM 113 - WEST ELEVATION , NORTH ELEVATION a MENS ROOM 113 - EAST ELEVATION A-600 1/4"= V-0" A-600 1/4"= V-0" A-600 4"_ '- / I CF :O v - � 4 MAYOTTE g r o u p TOILET ROOM 127 - TOILET ROOM 127 - TOILET ROOM 127 - TOILET ROOM 127 - 3 A-600 5 A R C H I T E C T S 9 WEST ELEVATION 10 11 12 SOUTH ELEVATION a P-600 1/4"= 1'-0" A-600/ 1/4" = V-0" A-600,/' 1/4" = V-0" A-600 ' 1/4" = 1'-0" -- � a � 6240 W.Mt. 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J v I II I d y 1 2 3 4 5 n N 0 V/ U T SCALE ii"=30'HORIZ W Z 1"=3'VERT $a CROSSING BLVD Z STA 10+74.76= LEGEND: - r SERVICE ROAD { lL r CROSSING BLVD 'SERVICE6.07 `0 Z ❑ EX CONTOUR STA 8+81.02= a5o o-- O THEATER ROAD _ STA 21+76.30 —1350.0— MAJOR CONTOUR(5) LO 1360.5— MINOR CONTOUR(0.6 U) � W 1 0 vI +0 12+0 TOP OF SLOPE O f� N 00 $ 9+00 i — •• — TOE OF SLOPE 06 Z Z J DITCH FLOWLINE z V 7 3: CONSTRUCTION LIMITS 'd a w -2.25% DIRECTION OF FLOW&SLOPE 1373:50 PROPOSED SPOT ELEVATION Y NOTES: + 1. NOTE NJ 1 ae 2, NOTE -PVI V4E 19 C 804_00 PVI IELE 66..240 - _ o e 'S`q I' a°m LOW STA 10+34.84 _m LOWELE VL636.94 3 650 -660 fu 645 5 gLg5 5 N 1 F �w O (� J pp 640 - -1 –840 Z LL M FO 0 00°b O- F- J D_ Or J S45 635 O LL O LU F>o IIp BB �� Y � y s+oo Iwo STATION n+oo 120o PROFILE-CROSSING BLVD DRAWING STA 8+00 TO STA 13+00 NUMBER G 4 PRELIMINARY x y Pike Engineering Company 4411 Willowbend Drive, Plainfield, IL 60586 815-436-5175 gary.pike @sbcglobal.net November 6, 2012 Mr. Rich Ballerini Permit Section Chief IDOT, District 3 700 East Norris Drive Ottawa, Illinois 61350-0697 Re: Kendall Crossing in Yorkville - Proposed Driveway on IL Rte. 47 - Request for Driveway Feasibility Determination Dear Rich: This letter is submitted on behalf of Mr. James G. Ratos, Manager of Kendall Crossing LLC of Yorkville and RB & Associates Consulting, Inc. Mr. Ratos and his partners wish to redevelop the old Countryside Shopping Center with a 6 lot re- subdivision called Kendall Crossing. The 17.7 acre site is located NW of the intersection of IL Rte 47 and US Rte 34 in Yorkville, IL. The developers wish to add a right-in, right-out (RI-RO) driveway on IL Rte 47 to serve the redeveloped property. This letter is a request for a favorable determination as to the feasibility of the proposed driveway. Background: The Countryside Center was developed in the 1970's and became vacant in the early 2000's. The buildings were demolished in 2005 and Kendall Crossing LLC is purchasing the land with the closing date set for December 1, 2012. The old asphalt parking lots (with 478 parking spaces) remain today and will be recycled as redevelopment occurs in phases. Proposed Redevelopment: The Proposed Site Plan(copy attached) shows the first phase of the proposed development to be a movie theater with the associated parking on 1. The five other lots will remain vacant until they are sold. A contract has been established between the developer and a theater operator, NCG Cinemas and the theater building shell construction along with the parking and the private access roads are to be completed by November 2013. The site plan also shows a proposed RI-RO driveway on Rte 47 to improve accessibility to the site. This proposed driveway is located about 964 feet (294 meters) north of the centerline of US Rte. 34. An application for a Preliminary Plat has been made to the City of Yorkville. The Yorkville Plan Commission and Economic Development Corp. have enthusiastically endorsed the project. The Yorkville City Council will review the project later this month. Our Request: We respectfully request IDOT's concurrence with the addition of a RI-RO driveway on Rte 47 for the Kendall Crossing development. If the driveway is found to be feasible, we will then proceed with a full Permit Application submittal for your review. Should you need additional information in this regard, please contact me. Thank you for your assistance, /' , /') , Gary W. Pike, PE, PLS cc Jim Ratos Dan Kramer Ron Bauer, PLS Rich Bauer, PE Yorkville Planning Dept. Attachments: 2 copies each at 24x36 and one copy at 11x17 • Kendall Crossing Site Plan with Aerial Photo • Preliminary Plat of Kendall Crossing • Plan and Profile of Proposed Driveway t ► i . • c AMT. €n. R y � Ir t tF mow iT 4 i Aerial Photo - Kendall Crossing Google Earth A \ O O W N / S O \O O\ W TRAIL ° S2 N CH N } W i * m n Ilk Ilk , I IfIll II III 11-� m Q LINES,W MEOIgN+Ih[A Ik 1141 " „ ,,, BRIDi t+3 i i r , I