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Ordinance 2024-35 202400012119 DEBBIE GILLETTE RECORDER-KENDALL COUNTY, IL RECORDED: 10/10/2024 09:10 AM RECORDING FEE 57.00 PAGES: 49 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS ORDINANCE NO. 2024-35 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS, APPROVING THE FINAL PLAT OF SUBDIVISION FOR GRANDE RESERVE UNITS 10A AND 11 A Passed by the City Council of the United City of Yorkville,Kendall County, Illinois This 23`d day of July, 2024 Prepared by and Return to: United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 Published in pamphlet form by the authority of the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois on July 24,2024. STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE No. 2024-35 AN ORDINANCE OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, APPROVING THE FINAL PLAT OF SUBDIVISION FOR GRANDE RESERVE UNITS 10A AND 11A WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, D.R Horton Inc. - Midwest, (the "Petitioner") has filed an application and petition for approval of the Final Plat of Subdivision for Units 10A and 11A of the Grande Reserve development, generally located east of Kennedy Road and south of the BNSF railroad, for a total of 158 new townhome residential lots on approximately 22-acres; and, WHEREAS, the Planning and Zoning Commission convened and held a public meeting on July 10, 2024, to consider the Final Plat of Subdivision for Grande Reserve Units 10A and 11A and approve architectural elevations for the proposed townhome residential lots; and, WHEREAS, the Planning and Zoning Commission reviewed the standards set forth in Chapter 7 of Title 10 Subdivision Standards and Chapter 8 Section 8 of Title 10 Subdivision Procedures of the Yorkville Unified Development Ordinance and made a recommendation to the Mayor and City Council ("the Corporate Authorities") for approval of the Final Plat of Subdivision for Grande Reserve Units 10A and 11A and architectural elevations subject to the review comments provided by the City Engineer, EEI, Inc. dated April 16, 2024 and June 12, 2024. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The above recitals are incorporated herein and made a part of this Ordinance. Section 2. That the Corporate Authorities hereby approve the Final Plat of Subdivision for Grande Reserve Units 10A and 11A, for the property legally described and attached hereto and made a part hereof by reference as Exhibit A. Section 3. That the Corporate Authorities hereby approve the Final Plats of Subdivision for Grande Reserve Units 10A and 11A as prepared by Manhard Consulting, Ltd, Lombard, Illinois, dated last revised 04-29-2024 and elevations prepared by Premier Architecture, Inc. attached hereto and made a part hereof as Exhibit B and authorize the Mayor, City Clerk, City Administrator and City Engineer to execute said Plat, subject to the review comments provided Ordinance No.2024-35 Page 2 in letters from the City Engineer, EEI, Inc. dated April 16, 2024 and June 12, 2024 attached hereto and made a part hereof as Exhibit C. Section 4. That the City Clerk is hereby authorized pursuant to Section 10-8-6-C-7.e of the Yorkville Unified Development Ordinance to file a copy of this ordinance and the Final Plat of Subdivision for Grande Reserve Units 10A and 11A with the Kendall County Recorder of Deeds. Section 5. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 23rd day July,Jul , A.D. 2024. CI CLERK KEN KOCH AYE DAN TRANSIER AYE ARDEN JOE PLOCHER AYE CRAIG SOLING PRESENT CHRIS FUNKHOUSER NO VOTE MATT MAREK AYE SEAVER TARULIS AYE RUSTY CORNEILS AYE APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this 85tc y of V U�� , A.D. 2024. MAYOR Ordinance No.2024-35 Page 3 EXHIBIT A Legal Description EXHIBIT A TO APPLICATION FOR FINAL PLAT/REPLAT SUBMITTED BY D.R. HORTON, INC.—MIDWEST REGARDING CERTAIN PROPERTY LOCATED IN GRANDE RESERVE Legal Description of the Subiect Property (Grande Reserve Neighborhoods 6&7/Units 10& 11) UNITS 10 & 11 (NH 6&7)LEGAL DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 14,ALL IN TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY NORTHEAST CORNER OF LOT 3010 IN GRANDE RESERVE UNIT 7, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 17, 2004 AS DOCUMENT NUMBER 200400023008 SAID CORNER ALSO BEING ON THE SOUTH RIGHT-OF-WAY LINE OF NORTHERN RAILROAD COMPANY;THENCE NORTH 73 DEGREES 22 MINUTES 16 SECONDS EAST (BEARINGS BASED ON ILLINOIS STATE PLANE COORDINATES EAST ZONE, NAD 83),ALONG SAID SOUTH LINE, 1,088.21 FEET,TO THE MOST NORTHERLY NORTHWEST CORNER OF LOT 3016 OF GRANDE RESERVE UNIT 9, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 15, 2005 AS DOCUMENT NUMBER 200500028116; THENCE ALONG THE WEST LINE OF SAID LOT 3016 FOR THE FOLLOWING 5 COURSES; 1) THENCE SOUTH 18 DEGREES 26 MINUTES 52 SECONDS EAST,154.36 FEET;2)THENCE SOUTH 88 DEGREES 05 MINUTES 00 SECONDS EAST,108.29 FEET; 3)THENCE SOUTH 80 DEGREES 49 MINUTES 39 SECONDS EAST,215.66 FEET;4)THENCE SOUTH 69 DEGREES 46 MINUTES 24 SECONDS EAST, 218.03 FEET; 5) THENCE SOUTH 47 DEGREES 59 MINUTES 52 SECONDS EAST, 132.80 FEET,TO A 1 INCH IRON PIPE AT THE NORTHEAST CORNER OF LOT 774 IN SAIDUNIT 9,THENCE SOUTH 51 DEGREES 26 MINUTES 02 SECONDS WEST,ALONG NORTH LINE OF SAID LOT, 78.04 FEET , TO 1 INCH PIPE AT THE NORTHEAST CORNER OF LOT 773 IN SAID UNIT 9; THENCE SOUTH 49 DEGREES 54 MINUTES 35 SECONDS WEST, 163.33 FEET, TO THE WEST RIGHT-OF-WAY LINE OF MATLOCK DRIVE HERETOFORE DEDICATED PER DOCUMENT 200500028116 SAID LINE ALSO BEING A NONTANGENT CURVE;THENCE ALONG SAID WEST LINE FOR THE FOLLOWING 6 COURSES: 1)THENCE SOUTHEASTERLY, 72.16 FEET,ALONG SAID NON-TANGENT CURVE, CONCAVE SOUTHWEST, HAVING A RADIUS OF 117.00 FEET, A CHORD BEARING SOUTH 29 DEGREES 29 MINUTES 16 SECONDS EAST,AND A CHORD DISTANCE OF 71.02 FEET, TO A POINT OF TANGENCY; 2) THENCE SOUTH 11 DEGREES 49 MINUTES 06 SECONDS EAST, 135.73 FEET,TO A POINT OF CURVATURE;3)THENCE SOUTHERLY,203.87 FEET, ALONG A CURVE,CONCAVE EAST,HAVING A RADIUS OF 733.00 FEET,A CHORD BEARING SOUTH 19 DEGREES 47 MINUTES 11 SECONDS EAST, AND A CHORD DISTANCE OF 203.21 FEET, TO A POINT OF TANGENCY; 4) THENCE SOUTH 27 DEGREES 45 MINUTES 15 SECONDS EAST, 66.67 FEET, TO A POINT OF CURVATURE; 5)THENCE SOUTHEASTERLY, 22.46 FEET,ALONG A CURVE, CONCAVE NORTHEAST, HAVING A RADIUS OF 483.00 FEET, A CHORD BEARING SOUTH 29 DEGREES 05 MINUTES 10 SECONDS EAST,AND A CHORD DISTANCE OF 22.46 FEET,TO A POINT OF REVERSE CURVATURE; 6) THENCE SOUTHERLY, 36.40 FEET, ALONG A CURVE, CONCAVE WEST, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING SOUTH 11 DEGREES 17 MINUTES 46 SECONDS WEST, AND A CHORD DISTANCE OF 33.27 FEET, TO THE NORTH LINE OF AFORESAID UNIT 7, SAID LINE ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF GRANDE TRAIL HERETOFORE DEDICATED PER DOCUMENT 200400023008; THENCE ALONG SAID NORTH LINE FOR THE FOLLOWING 6 COURSES; 1) THENCE SOUTH 53 DEGREES 00 MINUTES 37 SECONDS WEST, 158.23 FEET,TO A POINT OF CURVATURE; 2)THENCE WESTERLY,350.53 FEET, ALONG A CURVE, CONCAVE NORTH, HAVING A RADIUS OF 565.00 FEET, A CHORD BEARING SOUTH 70 DEGREES 47 MINUTES 00 SECONDS WEST,AND A CHORD DISTANCE OF 344.93 FEET,TO A POINT OF TANGENCY; 3) THENCE SOUTH 88 DEGREES 33 MINUTES 23 SECONDS WEST, 384.27 FEET, TO A POINT OF CURVATURE; 4)THENCE WESTERLY, 205.41 FEET, ALONG A CURVE, CONCAVE SOUTH,HAVING A RADIUS OF 535.00 FEET,A CHORD BEARING SOUTH 77 DEGREES 33 MINUTES 26 SECONDS WEST, AND A CHORD DISTANCE OF 204.15 FEET, TO A POINT OF COMPOUND CURVATURE; 5) THENCE SOUTHWESTERLY, 227 96 FEET, ALONG A CURVE, CONCAVE SOUTHEAST, HAVING A RADIUS OF 335.00 FEET, A CHORD BEARING SOUTH 47 DEGREES 03 MINUTES 49 SECONDS WEST, AND A CHORD DISTANCE OF 223.59 FEET, TO A POINT OF REVERSE CURVATURE; 6) THENCE SOUTHWESTERLY, 30.31 FEET, ALONG A CURVE, CONCAVE NORTHWEST, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING SOUTH 62 DEGREES 17 MINUTES 48 SECONDS WEST, AND A CHORD DISTANCE OF 28.48 FEET, TO THE NORTH RIGHT- OF-WAY LINE OF FREEDOM PLACE HERETOFORE DEDICATED PER DOCUMENT 200400023008 AND POINT OF TANGENCY; THENCE NORTH 82 DEGREES 58 MINUTES 34 SECONDS WEST, ALONG SAID NORTH LINE, 77.23 FEET, TO A POINT OF CURVATURE; THENCE WESTERLY, 191.99 FEET, ALONG A CURVE, CONCAVE SOUTH, HAVING A RADIUS OF 550 00 FEET, A CHORD BEARING SOUTH 87 DEGREES 01 MINUTES 26 SECONDS WEST, AND A CHORD DISTANCE OF 191.01 FEET, TO THE EAST LINE OF LOT 3010 IN AFORESAID UNIT 7, THENCE ALONG SAID EAST LINE FOR THE FOLLOWING 14 COURSES, 1) NORTH 14 DEGREES 30 MINUTES 09 SECONDS WEST. 44.16 FEET, TO A 1 INCH IRON PIPE; 2)THENCE NORTH 80 DEGREES 30 MINUTES 07 SECONDS WEST. 11 3.50 FEET, TO A 1 INCH IRON PIPE 3)THENCE NORTH 42 DEGREES 33 MINUTES 21 SECONDS WEST, 79.74 FEET, TO A 1 INCH IRON PIPE, 4)THENCE NORTH 26 DEGREES 48 MINUTES 19 SECONDS WEST, 120 62 FEET, TO A 1 INCH IRON PIPE, 5)THENCE NORTH 18 DEGREES 59 MINUTES 06 SECONDS WEST, 139.03 FEET, TO A 1 INCH IRON PIPE, 6) THENCE NORTH 08 DEGREES 49 MINUTES 16 SECONDS WEST, 177.96 FEET, TO A 1 INCH IRON PIPE; 7) THENCE NORTH 00 DEGREES 51 MINUTES 07 SECONDS EAST, 68.91 FEET, TO A 1 INCH IRON PIPE; 8) THENCE NORTH 11 DEGREES 28 MINUTES 36 SECONDS EAST, 76.97 FEET, 9)THENCE NORTH 09 DEGREES 21 MINUTES 03 SECONDS EAST, 72.18 FEET, TO A 1 INCH IRON PIPE; 10)THENCE NORTH 13 DEGREES 06 MINUTES 39 SECONDS EAST, 124 19 FEET,TO A 1 INCH IRON PIPE; 11) THENCE NORTH 21 DEGREES 29 MINUTES 11 SECONDS EAST. 93 60 FEET, 12)THENCE NORTH 24 DEGREES 30 MINUTES 31 SECONDS EAST, 67.03 FEET, TO A 1 INCH IRON PIPE; 13)THENCE NORTH 02 DEGREES 45 MINUTES 51 SECONDS WEST, 43.82 FEET,TO A 1 INCH IRON PIPE; 14) THENCE NORTH 18 DEGREES 09 MINUTES 34 SECONDS WEST. 55.89 FEET, TO SAID POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. EXHIBIT B Final Plat & Architectural Elevations - a F M r •°. . j i .1 y.,. - _ ./ .. q. a < r • 411,1, •le icy k= mi 4. ,,,,„ . It 18........ r . , � t .` . ft,. r,:,.. ... , .„ . „,,,,,,_ , .. ..,,, witi - ,,........ . .„. . .„ , . ...._ ,, 5,.... , . . 4. t; — '2:• ''':-- _ . ,,,,..., ' - IF, ,f : ., ., ,, ... -1,7•4 '.:411"*.O., ' ' .A'-- -- t i i IV '• • + +�,'�►j�/ +sit, :iv 4 , '£ is • s '': Y iitilllilllii ;' '.!:.:e.. ''' i - - 1.1 na,-77 „II : ::-, :'' -' cklill lit '1 'III '' .,,...:.L,....,,,11, _ . ‘, i i iaHj i i ., �1 / - 4 1 ir 2 r:n E 9 I . 3 �� EXHIBIT C Engineering Review Letters Engineering Enterprises, Inc. 4 1 5 April 16, 2024 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Yorkville, IL 60560 Re: Grande Reserve Units 10& 11 Final Engineering Review— 1st Submittal United City of Yorkville Dear Krysti: We have reviewed the following items for the above-referenced project: • Final Engineering Plans (51 Sheets)dated March 22, 2024, prepared by Manhard Consulting. • Final Landscape Plans (9 Sheets)dated March 22, 2024, prepared by Gary R. Weber Associates. • Final Plat of Subdivision — Unit 10A (8 Sheets) dated March 22, 2024, prepared by Manhard Consulting. • Final Plat of Subdivision — Unit 11A (8 Sheets) dated March 22, 2024, prepared by Manhard Consulting. • Stormwater Management Report dated March 19, 2024, prepared by Manhard Consulting. 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 and land surveying 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: General 1. The following permits may be required during final engineering and should be provided to the City when obtained. The City and EEI should be copied on all correspondence with the agencies at the appropriate time. a. IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. b. IEPA Water and Sanitary permits shall be submitted for review and distribution to the City for signatures. c. Fox Metro Water Reclamation District approval is needed for the connection of the proposed sanitary lines to the existing sanitary sewer. 2. The following will need to be submitted: a. An engineer's estimate needs to be provided and must include all public improvements within the ROW including utility connections and all soil erosion and sediment control items. This cost estimate will be used to determine the construction guarantee amount. b. City of Yorkville Stormwater Permit Application 52 Wheeler Road • Sur - IL 6055/- • Tel: 630 466 6700 • Fax: 6 0 466 0701 • r. m Ms. Krysti Barksdale-Noble April 16, 2024 Page 2 3. The comments in the attached review letter from the City's landscaping consultant must be addressed and a revised landscaping plan submitted. Final Engineering Plans Sheet 1 —Cover Sheet 4. Include contact information for Fox Metro on the cover sheet. 5. Plans shall be signed and sealed by a Professional Engineer prior to final approval. Sheet 8—Site Dimension,Street Lighting &Signage Plan 6. Proposed signage should be shown on the plan. Sheet 9-10—Overall Utility Plans 7. The Utility Notes should state that water main must be installed a minimum of 5'-6" from finished grade. This comment is typical for the note on all utility sheets. 8. Show all hydrant leads. 9. Show the existing storm and sanitary structures. 10. Proposed streetlights should be shown on this plan. 11. It is recommended that the 90° bends in the water main be replaced with 45° bends. 12. Trench backfill should be shown to be used under and within 2 feet of all paved areas. 13. Indicate if the storm manholes are open or closed lid. 14. The developer/builder should confirm the locations of the proposed water and sanitary sewer services. 15. Bends in the water and sanitary sewer services should be avoided whenever possible. 16. Verify that services won't conflict with any mains that are being crossed. 17. The alignment of water and sanitary sewer mains are under further review by Public Works. Sheet 11 —Utility Plan - 1 18. Include a callout for the connection to the existing water main. 19. Confirm that all utility crossings are called out correctly. There are several crossings that don't have a callout, it is in the wrong location, or an ID number is missing. 20. Show the existing storm structure at MH 72. Sheet 12—Utility Plan -2 21. Sanitary structure SMH 6-17 should be shifted so that it is not on top of a water service. Ms. Krysti Barksdale-Noble April 16, 2024 Page 3 Sheet 13—Utility Plan -3 22. Show the existing sanitary structure at SMH 7-1 and the storm structures at MH 8-112 and MH 8-113. 23. Include a callout for the connection to the existing water main. 24. Confirm that all utility crossings are called out correctly. There are several crossings that are missing an ID number. Sheet 14—Utility Plan -4 25. Move hydrant 6-27 so that it is not on top of a storm sewer. 26. Confirm that all utility crossings are called out correctly. There are several crossings that are missing an ID number. Sheet 15—Utility Plan -5 27. Show the existing sanitary structure south of SMH 6-1A. This structure should also have a unique ID. 28. Confirm that all utility crossings are called out correctly.There are several crossings that are missing an ID number. 29. Include a callout for the connection to the existing water main. 30. Adjust VB 6-14 so that it is further from the storm sewer. 31. There is a water main callout in the top left corner that is pointing to a storm sewer. Sheet 16—Utility Plan -6 32. Shift INL 7-11 so that it is not on top of a water service. 33. The size of the water main is not called out on this sheet. 34. Confirm that all utility crossings are called out correctly.There are several crossings that are missing an ID number. Sheet 17—Overall Grading Plan—Unit 10 35. The scale bar needs to be corrected. Sheet 19-24—Grading Plans 36. Include the contours of the detention basins and show the high-water levels. 37. Label the elevations of the existing contours. 38. Add spot grades for the centerline of the road. 39. Show the storm rim elevations on the grading plan. Ms. Krysti Barksdale-Noble April 16, 2024 Page 4 Sheet 20—Grading Plan—2 40. The concrete curtain wall does not align with the detention basin and the contours shown do not correlate with the details of the curtain wall. 41. The maximum allowable slope of driveways is 8%. One driveway in Building 12 is 8.1%. Sheet 22—Grading Plan—4 42. The 649 contour and the spot grades south of Building 7 don't correlate. Sheet 28—Plan and Profile—Road A Sta. 0+00 to 2+76 43. There are two valve symbols shown at VB 6-14, but only one valve is labeled. The valve should be shifted to be further from the storm sewer. Sheets 29-30—Plan and Profiles 44. The water main is not shown on these sheets. 45. Consider insulating the water main at the crossing between 7+50 and 8+00 rather than having the main be 8+feet deep. A minimum depth of 4 feet is required with insulation. Sheet 31 —Plan and Profile—Road B Sta. 18+00 to 25+68 46. The water main is not shown on this sheet. 47. The water main profile is broken between 23+50 and 25+50. 48. The inlet at 19+69 does not have a unique identifier called out. Sheet 32—Plan and Profile—Road C Sta. 24+00 to 28+00 49. Consider smoothing out the water profile at 27+00 to reduce the number of vertical bends in the main. Sheet 33—Plan and Profile—Road C Sta. 28+00 to 32+49 50. Consider insulating the water main at the crossing between 29+00 and 29+50 and 31+50 and 32+00 rather than having the main be 8+feet deep. Sheet 34—Plan and Profile—Road D Sta. 33+00 to 36+42 51. Shift SA 6-11 so that it is not on top of a water service. Sheet 35—Plan and Profile—Road E Sta.38+00 to 43+00 52. The north arrow is not pointing in the correct direction. 53. Shift SA 6-11 so that it is not on top of a water service. 54. Confirm that all utility crossings are called out correctly. Some crossings are missing an ID number. 55. There is a valve symbol shown at the crossing of the water and sewer around SMH 7-12 and SMH 7- Ms. Krysti Barksdale-Noble April 16, 2024 Page 5 13 with no ID. Change the symbol to a crossing or move the valve off of the sanitary sewer and label. 56. Consider insulating the water main at the crossing at 40+50 rather than having the main be 9+feet deep. Sheet 36—Plan and Profile—Road E Sta. 43+00 to 48+05 57. There is a valve symbol shown at the crossing of the water and sewer around SMH 7-27 with no ID. Change the symbol to a crossing or move the valve off of the sanitary sewer and label. 58. Confirm that all utility crossings are called out correctly. Some crossings are missing an ID number. 59. The valve north of MH 7-10 is not labeled. Sheet 37—Plan and Profile—Road F Sta. 49+00 to 55+00 60. There is a valve symbol shown at the crossing of the water and sewer around SMH 7-12 with no ID. Change the symbol to a crossing or move the valve off of the sanitary sewer and label. 61. Several structures are not labeled in the plan view. 62. Consider insulating the water main at the crossing at 53+25 rather than having the main be 9+ feet deep. Sheet 38—Plan and Profile—Road F Sta. 55+00 to 60+83 63. Show the existing utilities. The water main and sanitary appear to not be connected to anything. 64. Several structures are not labeled in the plan view. 65. The profile at 55+50 is illegible. 66. Several structures in the profile do not have invert elevations called out. Sheet 39—Plan and Profile—Road G Sta. 0+00 to 2+75 67. There is a valve symbol shown at the crossing of the water and storm sewer around INL 7-37 with no ID. Change the symbol to a crossing or move the valve off of the storm sewer and label. 68. Confirm that all utility crossings are called out correctly. Some crossings are missing an ID number. Sheet 40—Plan and Profile—Road H Sta. 68+00 to 74+67 69. Confirm that all utility crossings are called out correctly. Some crossings are missing an ID number. 70. The callouts for the storm sewer in the profile are missing. 71. The rim elevation for SMH 8-22A is not correct and invert elevation is not shown. Sheet 41-42—Sanitary Sewer Profiles 72. Show the proposed grades in the profiles. Ms. Krysti Barksdale-Noble April 16, 2024 Page 6 Sheet 43—Utility Crossings and Curve Tables 73. The separation distance for crossing 14 is a negative number. Sheet 46—Construction Details -3 74. The table file in the Fox Metro notes is missing. Sheet 47—Construction Details 75. Remove the Superpave reference in the road cross-section. Sheet 51 —Construction Specifications 76. Remove the note regarding PVC pipe in the Storm Sewer section as it is not allowed per the ordinance. HDPE is only allowed in rear and side yards and shall be approved by the City. 77. Storm and sanitary sewers are to be televised prior to acceptance by the City. A note should be added. Plats of Subdivision—Unit 10A 78. Label the exterior boundary for Unit 10A on sheet 1, remove the boundary for Unit 11A, and remove sheet 2 because it includes areas outside this subdivision. 79. Add the legal description in the surveyor's certificate of the surveyed boundary of Unit 10A and remove the grantor's property legal description because it contains additional areas outside this subdivision. 80. On sheet 3, add the overall boundary dimension along the north line of Grande Trail. 81. On Sheet 4, the BSL on the north side of Litchfield Lane is labeled 25' but measures 20'. Verify the approved setback lines. 82. Add dimensions to the south line of Matlock Drive on sheet 5. 83. Use the unaltered City certificates and easement provisions. 84. All internal blocks must have at least one bearing and distance course to an external lot corner so they can be laid out. 85. The PIN listed on sheet 1 should read part of 01-14-100-020. 86. Label or remove the lines running down the center of sheets 5 and 6. 87. All offsite utilities servicing this subdivision must be in recorded easements prior to the recording of the final plat of subdivision. Plats of Subdivision—Unit 11A 88. Label the exterior boundary for Unit 11A on sheet 1, remove the boundary for Unit 10A, and remove sheet 2 because it includes areas outside this subdivision. Ms. Krysti Barksdale-Noble April 16,2024 Page 7 89. Add the legal description in the surveyor's certificate of the surveyed boundary of Unit 11A and remove the grantor's property legal description because it contains additional areas outside this subdivision. 90. All Lot lines and right of way lines need dimensions. 91. Use the unaltered City certificates and easement provisions. 92. On sheet 6, east of Lot 9006, label Grande Reserve Unit 10A once it is recorded. 93. All internal blocks must have at least one bearing and distance course to an external lot corner so they can be laid out. 94. The PIN listed on sheet 1 should read part of 01-14-100-020. 95. Verify the approved setback lines. 96. All offsite utilities servicing this subdivision must be in recorded easements prior to the recording of the final plat of subdivision. Stormwater Report 97. The overflow route for Basin 6W is not shown at the same location on the Overflow Design Exhibit as it is in the plan set.The plans have the route going through the weir at the concrete curtain wall.This weir is also not shown in the exhibit. The plans should be revised and resubmitted for further review. If you have any questions or require additional information, please call our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Chief Operating Officer/President BPS/tnp/pgw2 pc: Mr. Bart Olson, City Administrator(via email) Ms. Erin Willrett,Assistant City Administrator(via email) Mr. Eric Dhuse, Director of Public Works (via email) Mr. Pete Ratos, Building Department(via email) Ms. Dee Weinert,Admin Assistant(via email) Ms. Jori Behland, City Clerk(via email) Mr. Dave Riendeau, Manhard Consulting (via email) TNP, PGW2, EEI (Via e-mail) \\MILKYWAY\EEI Storage\Docs\Public\Yorkville\2024\YO2422-DR Grande Reserve-Unit 10&Unit 11\Final Engineering and Plat\Docs\Review and Response Letters\FinalEngReview0l.docx Hey and Associates, Inc. Engineering,Ecology and Landscape Architecture 8755 W.HIGGINS ROAD,SUITE 853 CHICAGO,ILLINOIS 60631 PHONE(773)693-9200 FAx(773)693-9200 April 2,2024 Pamela Whitfield,PE,CFM Senior Project Engineer II Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554 Project No.: 21-0275 AH Re: Landscape Plan Review Grande Reserve Units 10&11 Dear Pamela: We have completed our first landscape plan review of Grande Reserve Units 10& 11 located in Yorkville. Landscape Plan—NOT RECOMMENDED FOR APPROVAL This landscape plan is not recommended for approval.The petitioner should provide a comment response letter with their resubmittal. Please note that the requirements of each section are in addition to the requirements of all other sections of the ordinance(i.e.,trees and other plant materials cannot be "double counted"to meet multiple requirements). If there are any changes to the plans,additional comments may be provided. It is our understanding that the 2003 Annexation and PUD Agreement along with the original 2005 landscape plan referenced below were approved by the City and remain relevant.Comments are as follows. 1) Parkway trees are proposed at a lower density than shown on the previously approved plan. 2) The Annexation and PUD Agreement call for a Landscape Buffer consisting of 3 shade trees,4 evergreens,and 20 shrubs per 100'of buffer along Kennedy Road that is not shown on the current land plan submittal.Google Street View imagery shows overgrown trees,brush,and weeds in this area. SUMMARY This review was based upon the following documents, pursuant to requirements of the City's Landscape Ordinance. • Final Landscape Plans for Neighborhood 7,2 sheets, prepared by Rolf C.Campbell&Associates, most recently dated February 18,2005 • Ordinance No.2003-44 Authorizing the Execution of an Annexation and Planned Unit Development Agreement...(Grande Reserve), 150 pages, prepared by Law Offices of Daniel Kramer, recorded 9/11/2003 Pamela Whitfield Grande Reserve Units 10&11 April 2,2024 page 2 • Final Landscape Plan,9 sheets,prepared by Gary R.Weber Associates,dated March 22,2024 Let us know if there are any questions or comments. Sincerely, tfiso pars7 Tim Pollowy, PLA,ASLA Senior Landscape Architect Attachments Pamela Whitfield Grande Reserve Units 10&11 April 2,2024 page 3 Google Street View imagery of existing conditions along Kennedy Road between Freedom Place and BNSF tracks o x 21.E 1r.....»r I. e # i` 1 », � �. � � a `. a v 1 . � '« _ "` � _ ,.. �yy sad '��* t^E3 r ,e'''. see ,5... ffi ,, . A.,.. 3. mot�, y_ „� 'rt.:.ri ? uatroz< otCt tt t/fM i�al a►O°� '° lax Doss-szs(neP) ;I.H3 Y 3dVOSONVI•°NINNY-Id HA S ' ZUNVIID laso9 1'ter.1 yO ) ::t.. q4§Ppii M1401d In NI N 30a1Y I 3 0 uotpoas aaIjng igotdty al sox - Ian( 1 - ' Oa�Rf (\1 r I-1 E a. V1-1I-- �1CD —1---17-iff0--; — 'F' 'g - t 4::=14 c�q m I a I z oww Lz (IVO2i Q$NN�i 3Nf1 LO1 Y3M ca w s 404 o' a6 w 2 .• r` 4 � h xA al z 1 cn a) n 4' MiON'd dd L� F0 co .'� .-� W gi Ai � Q O. a� w z ca of a: a ATs g m a % d 4 CI F • _ y p m md'7 GA0i... 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Ii. - 7i n,v ,� ,, ',V f' �I �1t1i1 i i I. � Ili 1, y �':, < �1 1�i \ O lr ,' ''� ��'�1 a �' l� 111 i `, I � i�'? ate' �� j � ilk , ,, „ \!:\, -" \"4,' i sikv.—..----vir ttIN 1 5 i 5 i, . * 1 \ 1 .- , iIli_ r ' y �? �r- T of f 4 ✓- fit �z4w „\ !t'� *' l ady__.....11" j,,,�l'q ,qtd_� 1 r M f 1 �� /' „'te r' } ,YT�\l , r, `1 irk \toy, \\ \\, \}c}, l^,'/r �'� I`� \ j y` ;f`1 i \1 \v 1�tV \‘' ‘14 � i?,f ' ! -- I� 1 4i'� \ \\ ' aft.._..Tr'1rs► t r\ %s 1,,,\ a 1ti \\�' y G r e Engineering Enterprises, Inc. klor 0 June 12, 2024 Ms. Krysti Barksdale-Noble Community Development Director United City of Yorkville 651 Prairie Pointe Yorkville, IL 60560 Re: Grande Reserve Units 10& 11 Final Engineering Review— 2na1 Submittal United City of Yorkville Dear Krysti: We have reviewed the following items for the above-referenced project: • Final Engineering Plans (51 Sheets) dated April 24, 2024, prepared by Manhard Consulting. • Final Landscape Plans (9 Sheets) dated May 3, 2024, prepared by Gary R. Weber Associates. • Final Plat of Subdivision — Unit 10A (7 Sheets) dated April 29, 2024, prepared by Manhard Consulting. • Final Plat of Subdivision — Unit 11A (7 Sheets) dated April 22, 2024, prepared by Manhard Consulting. • Plat of Easement Grant(2 Sheets) dated May 23, 2024, prepared by Manhard Consulting. • Stormwater Management Report dated April 28, 2024, prepared by Manhard Consulting. • Stormwater Permit Application 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 and land surveying 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: General 1. The following permits may be required during final engineering and should be provided to the City when obtained. The City and EEI should be copied on all correspondence with the agencies at the appropriate time. a. IEPA NPDES General Construction Permit is required. The Notice of Intent must be filed with IEPA 30 days prior to start of construction. b. IEPA Water and Sanitary permits shall be submitted for review and distribution to the City for signatures. c. Fox Metro Water Reclamation District approval is needed for the connection of the proposed sanitary lines to the existing sanitary sewer. 2. We acknowledge receipt of the IEPA water and sanitary permits. The permits have been routed to the City for signatures. 52 Wheeler Road • Sri,I,I,- C,rove. IL G0554 • Tel: GL0 -Ili() u?00 • Fax: 5 '0 u)1; 1 01 • Ms. Krysti Barksdale-Noble June 12, 2024 Page 2 3. The following will need to be submitted: a. An engineer's estimate needs to be provided and must include all public improvements within the ROW including utility connections and all soil erosion and sediment control items. This cost estimate will be used to determine the construction guarantee amount. 4. The comments in the attached review letter from the City's landscaping consultant must be addressed and a revised landscaping plan submitted. Final Enoineerino Plans Sheet 10—Overall Utility Plans 5. Trench backfill should be shown to be used under and within 2 feet of all paved areas. 6. Include a detail for the water main insulation on an appropriate sheet. Sheet 11 —Utility Plan—Northwest 7. The sizes of the proposed water main are not shown on the plans. 8. There is a water/storm crossing west of CB 6-34 that is missing a crossing ID. 9. Show the existing storm structure at MH 72. 10. Hydrant 6-5 should be moved so that it is not at the same location as the two services. 11. The scale bar needs to be corrected. 12. Valve VB 6-2A is in conflict with the sanitary service. 13. Crossing 25 is not located on a utility crossing. 14. The existing water mains south of the BNSF rail line are not shown correctly. An atlas map of the area is included with this letter. The connection should be to the 8"water main and shall be performed by pressure tap. Sheet 12—Utility Plan—North 15. The elevation on VB 6-23 is labeled incorrectly. 16. There is a water/storm crossing at Farren&Matlock that is missing a crossing ID. Sheet 13—Utility Plan—Northeast 17. Show the existing sanitary structure at SMH 7-1 and the storm structures at MH 8-112 and MH 8-113. 18. There is a storm/water crossing north of CB 7-28 that is missing a crossing ID. 19. There is a storm/water crossing south of MH 7-23 that is missing a crossing ID. 20. Sanitary services are not shown for buildings 33, 32, 31, and 30. \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2024W02422-DR Grande Reserve-Unit 10&Unit 11\Final Engineering and Plat\Docs\Review and Response Letters\FinalEngReview02.docx Ms. Krysti Barksdale-Noble June 12, 2024 Page 3 21. Provide detail of the water main connection to the existing main. There should be a valve included in the connection. Sheet 14—Utility Plan—Southwest 22. There is a storm/water crossing southwest of CB 6-12 that is missing a crossing ID. 23. The text around MH 6-23 is overlapping and difficult to read. 24. The storm structure east of Crossing 2 is not labeled. 25. Valve VB 6-3 should be moved so that it is not at the same location as the services. Sheet 15—Utility Plan—South 26. The text around MH 6-7 is overlapping and difficult to read. 27. There are two utility crossings southeast of CB 6-4 that are missing crossing IDs. 28. Hydrant 6-13 should be moved so that it is not at the same location as the two services. Sheet 16—Utility Plan—Southeast 29. There is a water/storm conflict east of INL 7-37 that is missing a crossing ID. 30. There is a water/storm conflict north of MH 7-36 that is missing a crossing ID. 31. There is a water/storm conflict west of MH 7-8 that is missing a crossing ID. Sheet 20—Grading Plan—North 32. Confirm that the 649 contours and high-water line on the south end of Basin 6W are shown correctly. Plats of Subdivision—Unit 10A 33. Label the POB. Plats of Subdivision—Unit 11 A 34. Revise the external boundary label at the west end of McMurtie Way on Sheet 1. It should be 40 feet. 35. Label the POB. Plat of Easement Grant 36. The plans should clearly indicate which utility structures will be installed with each Unit for easement purposes. 37. All of the easement lines need to be dimensioned. 38. Remove all unnecessary certifications. 39. Detention basin 6W needs to be in an easement and provisions added to the plat. \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2024\Y02422-DR Grande Reserve-Unit 10&Unit 11\Final Engineering and Piat\Docs\Review and Response Letters\FinalEngReview02.docx Ms. Krysti Barksdale-Noble June 12, 2024 Page 4 40. The storm line between basins 6W and 5N needs to be in an easement. Stormwater Report& Permit Application 41. The stormwater report should be signed and sealed by a professional engineer prior to final approval. 42. The stormwater permit should be signed by the developer/applicant prior to approval. g The plans should be revised and resubmitted for further review. If you have any questions or require additional information, please call our office. Respectfully Submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Chief Operating Officer/President BPS/tnp/pgw2 pc: Mr. Bart Olson, City Administrator(via email) Ms. Erin Willrett, Assistant City Administrator(via email) Mr. Eric Dhuse, Director of Public Works (via email) Mr. Pete Ratos, Building Department (via email) Ms. Dee Weinert, Admin Assistant(via email) Ms. Jori Behiand, City Clerk(via email) Mr. Dave Riendeau, Manhard Consulting (via email) TNP, PGW2, EEI (Via e-mail) \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2024\YO2422-DR Grande Reserve-Unit 10&Unit 11\Final Engineering and Plat\Docs\Review and Response Letters\FinalEngReview02.docx to `�- y, I C > t f > i C C _"�"t. G. $ y N 1S tG Q x 3 Q u. 1,. o N dF ?O , \ J, . F • '-`.. p . r is A , ��,�� 'enngdY Rd. '" ! ', _. d Y i'`, 5 M Y N N N O UO T a'M ✓ r . C 4„. \ lit' S \..... '41 -'1)/ A. V a 1/t $N O u . .L cc O AO Dt a3r v=�2"_ ;,T., W ?i Q� N 0 • N j • C o- J/ 'V J QA N ./ a) 'ill tT 1.. C W d Hey and Associates, Inc. Engineering,Ecology and Landscape Architecture 8755 W HIGGINS ROAD,SUITE 853 CHICAGO,ILLINOIS 60631 PHONE(773)693-9200 FAx(773)693-9200 May 31,2024 Pamela Whitfield, PE,CFM Senior Project Engineer II Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554 Project No.: 21-0275 AH Re: Landscape Plan Review Grande Reserve Units 10&11 Dear Pamela: We have completed our second landscape plan review of Grande Reserve Units 10& 11 located in Yorkville. Landscape Plan—RECOMMENDED FOR APPROVAL This landscape plan is recommended for approval pending input from the City on the condition of the required landscape buffer along Kennedy Road; please see below. If there are any changes to the plans, additional comments may be provided. It is our understanding that the 2003 Annexation and PUD Agreement along with the original 2005 landscape plan referenced below were approved by the City and remain relevant.Comments are as follows. 1) Parkway trees are proposed at a lower density than shown on the previously approved plan. PREVIOUS COMMENT ADDRESSED.Tree density increased. 2) The Annexation and PUD Agreement call for a Landscape Buffer consisting of 3 shade trees,4 evergreens, and 20 shrubs per 100'of buffer along Kennedy Road that is not shown on the current land plan submittal. Google Street View imagery shows overgrown trees,brush, and weeds in this area. PREVIOUS COMMENT NOT ADDRESSED.The comment response memo states that the Kennedy Road buffer is not included in this phase even though it is adjacent to the proposed work and appears on the drawings.As noted above,the buffer appears overgrown and in need of maintenance. SUMMARY This review was based upon the following documents, pursuant to requirements of the City's Landscape Ordinance. • Final Landscape Plans for Neighborhood 7,2 sheets, prepared by Rolf C. Campbell&Associates, most recently dated February 18,2005 Pamela Whitfield Grande Reserve Units 10&11 May 31,2024 page 2 • Ordinance No. 2003-44 Authorizing the Execution of an Annexation and Planned Unit Development Agreement...(Grande Reserve), 150 pages,prepared by Law Offices of Daniel Kramer, recorded 9/11/2003 • Final Landscape Plan,9 sheets, prepared by Gary R.Weber Associates,dated May 3,2024 • Comment Response Memo, 1 page, prepared by Gary R.Weber Associates,dated May 3,2024 Let us know if there are any questions or comments. Sincerely, gas 7 Tim Pollowy, PLA,ASLA Senior Landscape Architect Attachments Pamela Whitfield Grande Reserve Units 10&11 May 31,2024 page 3 Google Street View imagery of existing conditions along Kennedy Road between Freedom Place and BNSF tracks X r � • • • -- , ,' «{ n NZ" lt,1K . �„ C, y t ft, 4 t • wz !rt va ,1„„, Plat 202400011965 DEBBIE GILLETTE RECORDER - KENDALL COUNTY, IL RECORDED: 10/08/2024 11:56 AM RECORDING FEE 97.00 PAGES: 9 0 f SLOT2248 THRU SLOT2254 Subdivision Name: Date: e Slot: Legal: Ai Rq r Vr� Number of Lots: i(911-l0/5 /o../- /o,)S /0,3/- /0,3s /05- "i7s,-/05 S /0& /- /C&S �c�J �/- /Q S /ox/- Lot Numbers: /oy-- 109& //0/- /los is-4s- /a 1 1.2el - /ZY�l 1.21/- /029V /.3o% /306- /311t - /31 Y Kendall County 202400011965 Page 1 of 2 RtL ROSS LANE nev�e►.oL6ieNrs Ms. Jori Behland City Clerk 651 Prairie Pointe Yorkville, IL 60560 Re: Authorization to Record Final Plat Ms. Behland, You are hereby authorized to record the Final Plat of survey for Grande Reserve Towns Unit 1OA and 11A in the Kendall County Recorder's office. If you require any additional information, please do not hesitate to contact me. Thank you, Tom L. Scofield Managing Partner Ross Lane Development, LLC Kendall County 202400011965 Page 2 of 9 ' ".�. �• ' W""m;.:::.'®' '�.• NOISIAIaons :10 Mld IVNIA O Nil l fl S N O 3, -- �� ~ sloNml `3nwlaoe :f W N-jDqUD"A, VOL lINn- 3AU3s3U 30NWHO �"E8`gC T o g �e- Ua gW 1 W %_ a. Q 0 LU Z_ co Sao IL MW gk CGS a �w a<z. QM_p V d 3 a 01 3-11 b g W S e H Gi a gg €B 311 �§ `Ws a sIIaao W „; WN Da 5.5 Vey M. �` 'ate 3� €g o "moo r^Se eg t p q Kig ap IN "1 4 8 o y aN y 95 ` i pT : p1 i I 102� 0001196 5p FINAL PLAT GRANDE RESERVE -UNIT 10A GRAPHIC SCALE BEING A SUBC1Y 10N OF THAT PART OF THE EAST HATS OF THE NORMKST QUARTER OF SECTION 14 (d N� )R AND THE WEST HALF OF THE NORMEAKT QUARTER OF SECTION 14. 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N S� W 5g .�56 y $ 1806 .g R$56M1 m aM1 as�r 2 'E 4o.B6 � \ �55 GRAPHIC SCALE �S 6,cP �. illie P.iT. 1 P 6A� NpT \9� 1 � +' sea�Is'ss'E �25.05' �_ GRANDE RESERVE - UNIT 10A � M a n h a rd,r .� 3 7 - sw YORKVILLE, IwNOIs , O N S U L T I N G '--� FINAL PLAT OF SUBDIVISION FINAL PLAT GRAPHIC SCALE 202400011965 OF GRANDE RESERVE - UNIT 10Ae� o/1L BEING A SLBOINSON OF THAT PART OF THE EAST HALF OF THE NORMNEST QUARTER Of SECTION 14 ov PA sa AND THE NEST HALF OF THE NORMEAST WARTER OF SECTOR 14. TOMNSIP 37 NORM, RANGE 7, EAST umxxw♦xauxwrxva OF THE THIRD PRINCIPAL MERIDIAN, IN KANDALL COUNTY, ILLINOIS, r �E�n i6{I T N Nl LINE Px� — INT . T P—C x1 \ A.L._ xM.. xA x rvi \ r a a f4=,Txa T, —..T �o f TM J00` 9f F�MpN ��BR Tr ♦rv0 oxuxAcc [asrucrvT 5 1LyEhr gyp. J= og4fa w. - arsT ry �y _T 19 p,9. � o lC \ � CH=645'52'46'E 6.16' 179 .i. O �SB6'26E yp a f274f 12 R-1tj 00' L-72.16' 1271i. cP g1�5Y9'29YB�E 710 900li, n `� SB1 D. 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Legal: B&, o i-Al)c6� s1 or ©� `( -� a IV R 4- 3 � �rpr�-� Number of Lots: /0-24 1031- /103� /off/- 16Vy 1 �151- j4Scl lob !- f c,& (a )"401 - /,Z& & /a-�4_6 Lot Numbers: la�l- la�� ld9/- /�1� i3G/- /30y 13/l- /3 / 13 l�1-13�y /0 -13A1 �f1- l3yLj 135 - /3.SLl 10�� L � /3c j--13& 13-3I-134y Kendall County 202400011966 Page 1 of 2 Plat 202400011966 DEBBIE GILLETTE RECORDER - KENDALL COUNTY, IL RECORDED: 10/08/2024 11:56 AM RECORDING FEE 97.00 PAGES: 9 of, SLOT2255 THRU SLOT2261 Subdivision Name: Date: _1 P / � � slot: d a5 e.s�rve - UKA. I i fl Legal: f���� ©� S i q -t-- 3 --3- i-V n 4 3 Number of Lots: Lot [ - oq ion ►-load. 103 I- 1651- 1OS(-/ lob /- I� (o )�(ol - Id(�(� lam— Lot Numbers: 1,24 1�9i- /p9� 13ol- 130V /311- /3I . l3,21- /3-?Y 331-13A1 13g1-131ILj 135 0-13,S-Ll 0��"y Kendall County 202400011966 Page 1 of 9 RtL BOSS LANE 1)EPEL0PIIE\TS Ms. Jori Behland City Clerk 651 Prairie Pointe Yorkville, IL 60560 Re: Authorization to Record Final Plat Ms. Behland, You are hereby authorized to record the Final Plat of survey for Grande Reserve Towns Unit l0A and I IA in the Kendall County Recorder's office. If you require any additional information, please do not hesitate to contact me. Thank you, Tom L. Scofield Managing Partner Ross Lane Development, LLC Kendall County 202400011966 Page 2 of2 N-J .a..�NOISIAmens dO ltlld IVNWJ N l l ln SNO 3SIONIIII'3111A)II Du U D W_ VL L lINLI - 3AH3S3H 3UNVUD a ggiS9 dog = g 3 A � 3 5 "" �1�✓ ri �¢3§� gy W III S i i y 'ray+` a tl $_ M; e g im is b a A r o ® pICHAROSON CS4CLE y0�0 y00 Q o 3 F W P. Q > ,- s. m ❑ ,� xn d i! J O W Q Vi Z o € LL W oN m yy� ,s�6e VO cc ,J LlZg ISO, I= �rcrcrc 4 � e N ZSfI an u A N 9 Z UI Y a `Y n a low � .3 T apt ^g� NO3'33'2eW Q 1, 40.00' Y m 3 NOB'4W,ewca 1P�"4'°9'�'' 3e Me 6a a y S e q �k 4�Q �:: �wN®i9i i n s N MN NOISIAIaons dO lVld lVNW SIONmI `3lllmum JJ ad II ~ E JD4UDw_ -- - _ _ V L L MNn - 3 umm 3aNvue ! N r o d: QNtlI 43(J1AIOB(1SNf1 I ip___________J __________��_ ` m o J �I ` f. 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