I-2 - Ridgeway Heights Part 2 - Final Plat

FINAL PLAT RIDGEWAY HEIGHTS PART 2 TIFFIN, IOWA LEGAL DESCRIPTION OUTLOT 2 OF RIDGEWAY HEIGHTS PART 1, A SUBDIVISION IN THE CITY OF TIFFIN, ACCORDING TO THE PLAT RECORDED IN BOOK 63, PAGE 175 IN THE JOHNSON COUNTY RECORDER'S OFFICE, JOHNSON COUNTY, IOWA. DESCRIBED PARCEL CONTAINS 12.76 ACRES AND IS SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS OF RECORD. LEGEND O SET 3/4" Ø PIPE OPC #19828 X SET CUT X ● FOUND PROPERTY CORNER - 5/8" Ø REBAR OPC #19828 OR AS LABELED OPC ORANGE PLASTIC CAP YPC YELLOW PLASTIC CAP — EXISTING PROPERTY LINE — PROPOSED BOUNDARY/PROPERTY LINE — EXISTING EASEMENT — PROPOSED EASEMENT KEY NOTES: A DRAINAGE AND STORM SEWER EASEMENT B 20' GRADE LINE AND STORM SEWER EASEMENT C 15' PUBLIC UTILITY EASEMENT D 20' SANITARY SEWER EASEMENT E SANITARY SEWER EASEMENT F SANITARY SEWER EASEMENT G EXISTING 10' STORM SEWER EASEMENT RIDGEWAY HEIGHTS PART 1 (BK 63, PG 175) FOR RECORDER'S USE ONLY COUNTY: JOHNSON SECTION: 21 QUARTER SECTION: SW1/4-SE1/4 CITY: TIFFIN SUBDIVISION: RIDGEWAY HEIGHTS PART 2 BLOCK: NA LOT(S): NA PROPRIETOR: RIDGEWAY DEVELOPMENT GROUP, LLC REQUESTED BY: RIDGEWAY DEVELOPMENT GROUP, LLC PREPARED BY: AXIOM CONSULTANTS, LLC 5240 - PH 319 518 6220 PREPARED FOR: Iowa City, IA 52240 - PH 319 518 6220 PLAT PREPARED BY: AXIOM CONSULTANTS, LLC 604 E COURT STREET, UNIT 3 IOWA CITY, IA 52240 SUBDIVIDER'S ATTORNEY: RIKE ROUGH PHOENIX LAW FIRM, PLLC 425 E OAKDALE AVENUE CORALVILLE, IA 52241 OWNER/SUBDIVIDER: RIDGEWAY DEVELOPMENT GROUP, LLC 425 E OAKDALE AVENUE CORALVILLE, IA 52241 DRAWINGS LOG DATE: 01/20/2023 REV: 1 DESCRIPTION OF CHANGES: N/A COMMITTEE REV: N/A NOTES: 1. BASIS OF BEARING IS GPS MEASUREMENTS IN THE IOWA PLANE COORDINATE SYSTEM SOUTH ZONE NAD 83. 2. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN FEET AND HUNDREDTHS. 3. ERROR OF CLOSURE IS LESS THAN 1 IN 1000. 4. LOT A TO BE DEDICATED TO THE CITY OF TIFFIN. UTILITY APPROVALS ALLIANT ENERGY DATE MEDIACOM DATE MIDAMERICAN ENERGY DATE SOUTH SLOPE DATE WINDSTREAM DATE CITY OF TIFFIN APPROVALS CITY CLERK DATE CURVE TABLE <table> <tr><th>Curve #</th><th>Length</th><th>Chord</th><th>Chord Len</th><th>Chord</th><th>Chord Len</th></tr> <tr><td>C1</td><td>23.71</td><td>23.09</td><td>15°47'27"</td><td>160°47'27"</td><td>21.01</td></tr> <tr><td>C2</td><td>35.33</td><td>34.19</td><td>4°41'27"</td><td>145°14'27"</td><td>35.22</td></tr> <tr><td>C3</td><td>106.20</td><td>105.29</td><td>10°56'17"</td><td>179°03'43"</td><td>105.29</td></tr> <tr><td>C4</td><td>37.71</td><td>36.60</td><td>15°47'27"</td><td>160°47'27"</td><td>36.60</td></tr> <tr><td>C5</td><td>72.11</td><td>71.00</td><td>10°56'17"</td><td>179°03'43"</td><td>71.00</td></tr> <tr><td>C6</td><td>12.23</td><td>11.94</td><td>2°34'37"</td><td>177°25'23"</td><td>11.94</td></tr> <tr><td>C7</td><td>11.55</td><td>11.26</td><td>3°47'34"</td><td>176°12'26"</td><td>11.26</td></tr> </table> LINE TABLE <table> <tr><th>Line #</th><th>Length</th><th>Bearing</th></tr> <tr><td>L1</td><td>66.47</td><td>N89°40'47"W</td></tr> <tr><td>L2</td><td>87.16</td><td>N45°43'44"W</td></tr> <tr><td>L3</td><td>26.20</td><td>S57°26'12"E</td></tr> <tr><td>L4</td><td>23.00</td><td>N07°27'30"E</td></tr> <tr><td>L5</td><td>92.20</td><td>N50°17'30"E</td></tr> <tr><td>L6</td><td>45.61</td><td>N40°10'10"E</td></tr> <tr><td>L7</td><td>210.05</td><td>N40°10'10"E</td></tr> <tr><td>L8</td><td>54.68</td><td>S22°17'10"E</td></tr> </table>