HomeMy WebLinkAboutRESOLUTION NO. 2017-74 RESOLUTION NO. 2017-74
RESOLUTION APPROVING THE FINAL PLAT AND DEVELOPMENT
AGREEMENT FOR PRAIRIE CREEK ESTATES EIGHTH ADDITION TO
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, a Final Plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa has
been submitted to the City of Fairfax by Legacy Land Investments, LLC; and
WHEREAS, a Development Agreement, by and between Legacy Land Investments, LLC and the
City of Fairfax, for said Prairie Creek Estates Eighth Addition has been prepared as part of the Prairie Creek
Estates Eighth Addition Final Plat Bound Documents; and
WHEREAS, Hall and Hall Engineers, Inc. has reviewed said Final Plat of Prairie Creek Estates
Eighth Addition to Fairfax, Linn County, Iowa, and the Development Agreement for said Prairie Creek
Estates Eighth Addition, and has found said Final Plat and Development Agreement to be in accordance with
the provisions of the laws of the State of Iowa and the ordinances of the City of Fairfax, Iowa, in relation to
this development within the City of Fairfax, and has further recommended approval of said Final Plat and
Development Agreement.
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, that
the Final Plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa and the Development
Agreement for said Prairie Creek Estates Eighth Addition are hereby acknowledged and approved on the part
of the City of Fairfax, Linn County, Iowa.
BE IT FURTHER RESOLVED, by the City Council of Fairfax, Iowa, that the Mayor and the City
Clerk/Treasurer are hereby authorized and directed to execute said Resolution.
Passed and approved this 8"' day of August, 2017.
AYES: Beer, Daly, Kell, and Wainwright
NAYS: None
ABSENT: Volk
` F
Burnell Frieden, Mayor
ATTEST:
7
d/
nthia Stimson, City Clerk/Treasurer
W.
�4 CIDP
Prairie Creek Estates 8t" Addition to Fairfax, Linn County, Iowa
Closure Summary
Boundary
Precision, 1 part in: 251050.211'
Error distance: 0.009'
Error direction: N78° 15'55.23"E
Area: 223349.72 Sq. Ft.
Square area: 223349.721
Perimeter: 2306.770'
Point of Beginning
E asti ng: 5380588.3296'
Northing: 3444702.1537'
Side 1: Line
Direction: NO2°30' 15.00'W
Angle: [177.4958(d)]
Deflection angle: [-002.5042(d)]
Distance: 272.880'
Easti ng: 5380576.4069'
Northing: 3444974.7731'
Side 2: Line
Direction: N59°30'52.00"E
Angle: [-117.9814(d)]
Deflection angle: [062.0186(d)]
Distance: 371.550'
Easti ng: 5380896.5928'
Northing: 3445163.2683'
Side 3: Line
Direction: N65° 14'03.00"E
Angle: [-174.2803(d)]
Deflection angle: [005.7197(d)]
Distance: 100.500'
Easti ng: 5380987.8495'
Northing: 3445205.3688'
Side 4: Line
Direction: N59° 30'52.00"E
Angle: [174.2803(d)]
Deflection angle: [-005.7197(d)]
Distance: 259.660'
Easting: 5381211.6134'
Northing: 3445337.0998'
Side 5: Line
Direction: S27°20'59.00"E
Angle: [-086.8642(d)]
Deflection angle: [093.1358(d)]
Distance: 176.080'
Ea sti ng: 5381292.5081'
Northing: 3445180.7022'
Side 6: Line
Direction: S27° 18'05.00'W
Angle: [-125.3489(d)]
Deflection angle: [054.6511 (d)]
Distance: 14.380'
Easti ng: 5381285.9124'
Northing: 3445167.9241'
Side 7: Line
Direction: S84° 51'34.00'W
Angle: [-122.4419(d)]
Deflection angle: [057.5581 (d)]
Distance: 139.380'
Easti ng: 5381147.0930'
Northing: 3445155.4357'
Side 8: Line
Direction: S27°55'09.00"E
Angle: [067.2214(d)]
Deflection angle: [-112.7786(d)]
Distance: 60.000'
Ea sti ng: 5381175.1866'
Northing: 3445102.4192'
Side 9: Line
Direction: S23° 17' 11.00"E
Angle: [-175.3672(d)]
Deflection angle: [004.6328(d)]
Distance: 111.130'
Easti ng: 5381219.1193'
Northing: 3445000.3418'
Side 10:Line
Direction: SO4°57'25.00"E
Angle: [-161.6706(d)]
Deflection angle: [018.3294(d)]
Distance: 43.270'
Easti ng: 5381222.8581'
Northing: 3444957.2336'
Side 11: Line
Direction: S65°29'00.00'W
Angle: [-109.5597(d)]
Deflection angle: [070.4403(d)]
Distance: 384.450'
Easti ng: 5380873.0699'
Northing: 3444797.7031'
Side 12: Line
Direction: S88°32' 18.00'W
Angle: [-156.9450(d)]
Deflection angle: [023.0550(d)]
Distance: 88.480'
Easti ng: 5380784.6187'
Northing: 3444795.4461'
Side 13: Line
Direction: S02°23'49.00"E
Angle: [089.0647(d)]
Deflection angle: [-090.9353(d)]
Distance: 85.000'
E asti ng: 5380788.1736'
Northing: 3444710.5205'
Side 14: Line
Direction: S87°36' 11.00'W
Angle: [-090.0000(d)]
Deflection angle: [090.0000(d)]
Distance: 200.010'
Easti ng: 5380588.3386'
Northing: 3444702.1556'
Lott
Closure Summary
Precision, 1 part in: 297787.585'
Error distance: 0.002'
Error direction: N16°07'56.96"W
Area: 17353.97 Sq. Ft.
Square area: 17353.972
Perimeter: 529.640'
Point of Beginning
Ea sti ng: 5378531.4898'
Northing: 3445093.3185'
Side 1: Line
Direction: S87°36' 11.00V
Angle: [087.6031 (d)]
Deflection angle: [-092.3969(d)]
Distance: 140.010'
Ea sti ng: 5378391.6023'
Northing: 3445087.4629'
Side 2: Line
Direction: NO2°30' 15.00'W
Angle: [-090.1072(d)]
Deflection angle: [089.8928(d)]
Distance: 124.280'
Ea sti ng: 5378386.1722'
Northing: 3445211.6242'
Side 3: Line
Direction: N88°06'58.00"E
Angle: [-089.3797(d)]
Deflection angle: [090.6203(d)]
Distance: 142.270'
Ea sti ng: 5378528.3653'
Northing: 3445216.3012'
Side 4: Line
Direction: SOI'54'05.00'W
Angle: [-086.2147(d)]
Deflection angle: [093.7853(d)]
Distance: 26.980'
Ea sti ng: 5378527.4702'
Northing: 3445189.3361'
Side 5: Line
Direction: SOT 23'49.00"E
Angle: [175.7017(d)]
Deflection angle: [-004.2983(d)]
Distance: 96.100'
Ea sti ng: 5378531.4893'
Northing: 3445093.3202'
W2
Closure Summary
Precision, 1 part in: 69275.536'
Error distance: 0.009'
Error direction: S88° 12'04.49"E
Area: 23793.03 Sq. Ft.
Square area: 23793.027
Perimeter: 601.550'
Point of Beginning
Easti ng: 5378528.3658'
Northing: 3445216.3041'
Side 1: Line
Direction: S88°06'58.00'W
Angle: [088.1161 (d)]
Deflection angle: [-091.8839(d)]
Distance: 142.270'
Easti ng: 5378386.1727'
Northing: 3445211.6271'
Side 2: Line
Direction: NO2°30' 15.00'W
Angle: [-090.6203(d)]
Deflection angle: [089.3797(d)]
Distance: 148.600'
Easti ng: 5378379.6801'
Northing: 3445360.0852'
Side 3: Line
Direction: N59°30'52.00"E
Angle: [-117.9814(d)]
Deflection angle: [062.0186(d)]
Distance: 63.620'
Easti ng: 5378434.5051'
Northing: 3445392.3610'
Side 4: Line
Direction: S54°22'32.00"E
Angle: [-113.8900(d)]
Deflection angle: [066.1100(d)]
Distance: 155.630'
Easti ng: 5378561.0093'
Northing: 3445301.7112'
Side 5: Line
Direction: S20°54'44.00'W
Angle: [-104.7122(d)]
Deflection angle: [075.2878(d)]
Distance: 91.430'
Ea sti ng: 5378528.3745'
Northing: 3445216.3039'
Lot3
Closure Summary
Precision, 1 part in: 54932.870'
Error distance: 0.010'
Error direction: N38° 11' 15.85"E
Area: 18227.24 Sq. Ft.
Square area: 18227.242
Perimeter: 554.840'
Point of Beginning
Ea sti ng: 5378560.9998'
Northing: 3445301.7097'
Side 1: Line
Direction: N54°22'32.00'W
Angle: [125.6244(d)]
Deflection angle: [-054.3756(d)]
Distance: 155.630'
Ea sti ng: 5378434.4956'
Northing: 3445392.3595'
Side 2: Line
Direction: N59°30'52.00"E
Angle: [-066.1100(d)]
Deflection angle: [113.8900(d)]
Distance: 167.690'
Easti ng: 5378579.0037'
Northing: 3445477.4322'
Side 3: Line
Direction: S29°33'04.00"E
Angle: [-089.0656(d)]
Deflection angle: [090.9344(d)]
Distance: 127.400'
E asti ng: 5378641.8373'
Northing: 3445366.6049'
Side 4: Line
Direction: S60°33'30.00'W
Angle: [-089.8906(d)]
Deflection angle: [090.1094(d)]
Distance: 26.440'
E a sti ng: 5378618.8119'
Northing: 3445353.6087'
Side 5: Line
Direction: S48°05' 11.00'W
Angle: [167.5281 (d)]
Deflection angle: [-012.4719(d)]
Distance: 77.680'
E a sti n g: 5378561.0061'
Northing: 3445301.7177'
Lot4
Closure Summary
Precision, 1 part in: 133758.712'
Error distance: 0.004'
Error direction: N69°08'27.77"E
Area: 15938.14 Sq. Ft.
Square area: 15938.136
Perimeter: 505.080'
Point of Beginning
Ea sti ng: 5378749.8241'
Northing: 3445427.5526'
Side 1: Line
Direction: S60° 33'30.00'W
Angle: [060.5583(d)]
Deflection angle: [-119.4417(d)]
Distance: 124.000'
Easti ng: 5378641.8379'
Northing: 3445366.6020'
Side 2: Line
Direction: N29°33'04.00'W
Angle: [-090.1094(d)]
Deflection angle: [089.8906(d)]
Distance: 127.400'
Ea sti ng: 5378579.0042'
Northing: 3445477.4293'
Side 3: Line
Direction: N59°30'52.00"E
Angle: [-090.9344(d)]
Deflection angle: [089.0656(d)]
Distance: 124.020'
Ea sti ng: 5378685.8794'
Northing: 3445540.3473'
Side 4: Line
Direction: S29°33'04.00"E
Angle: [-089.0656(d)]
Deflection angle: [090.9344(d)]
Distance: 129.660'
E a st i n g: 5378749.8276'
Northing: 3445427.5540'
Lot5
Closure Summary
Precision, 1 part in: 132155.004'
Error distance: 0.004'
Error direction: N88°56'34.52"W
Area: 15639.52 Sq. Ft.
Square area: 15639.520
Perimeter: 499.910'
Point of Beginning
Ea sti ng: 5378857.8105'
Northing: 3445488.5035'
Side 1: Line
Direction: S60°33'30.00'W
Angle: [060.5583(d)]
Deflection angle: [-119.4417(d)]
Distance: 124.000'
E asti ng: 5378749.8242'
Northing: 3445427.5529'
Side 2: Line
Direction: N29°33'04.00'W
Angle: [-090.1094(d)]
Deflection angle: [089.8906(d)]
Distance: 129.660'
Easti ng: 5378685.8760'
Northing: 3445540.3462'
Side 3: Line
Direction: N59°30'52.00"E
Angle: [-090.9344(d)]
Deflection angle: [089.0656(d)]
Distance: 16.230'
Ea sti ng: 5378699.8623'
Northing: 3445548.5800'
Side 4: Line
Direction: N65° 14'03.00"E
Angle: [-174.2803(d)]
Deflection angle: [005.7197(d)]
Distance: 100.500'
Ea sti ng: 5378791.1190'
Northing: 3445590.6805'
Side 5: Line
Direction: N59°30'52.00"E
Angle: [174.2803(d)]
Deflection angle: [-005.7197(d)]
Distance: 7.620'
Easti ng: 5378797.6856'
Northing: 3445594.5463'
Side 6: Line
Direction: S29°33'04.00"E
Angle: [-089.0656(d)]
Deflection angle: [090.9344(d)]
Distance: 121.900'
Easti ng: 5378857.8067'
Northing: 3445488.5036'
Loth
Closure Summary
Precision, 1 part in: 58881.476'
Error distance: 0.008'
Error direction: S33° 18'45.86"W
Area: 15322.76 Sq. Ft.
Square area: 15322.761
Perimeter: 496.410'
Point of Beginning
Easti ng: 5378857.8105'
Northing: 3445488.5035'
Side 1: Line
Direction: N29°33'04.00'W
Angle: [150.4489(d)]
Deflection angle: [-029.5511 (d)]
Distance: 121.900'
Ea sti ng: 5378797.6894'
Northing: 3445594.5463'
Side 2: Line
Direction: N59°30'52.00"E
Angle: [-090.9344(d)]
Deflection angle: [089.0656(d)]
Distance: 124.560'
Ea sti ng: 5378905.0299'
Northing: 3445657.7382'
Side 3: Line
Direction: S29°27'07.00"E
Angle: [-088.9664(d)]
Deflection angle: [091.0336(d)]
Distance: 125.560'
Easti ng: 5378966.7669'
Northing: 3445548.4045'
Side 4: Line
Direction: S64°57'49.00'W
Angle: [-085.5844(d)]
Deflection angle: [094.4156(d)]
Distance: 18.110'
E asti ng: 5378950.3585'
Northing: 3445540.7405'
Side 5: Line
Direction: S60°32'06.00'W
Angle: [175.5714(d)]
Deflection angle: [-004.4286(d)]
Distance: 9.710'
Easti ng: 5378941.9044'
Northing: 3445535.9642'
Side 6: Line
Direction: S60°33'30.00'W
Angle: [-179.9767(d)]
Deflection angle: [000.0233(d)]
Distance: 96.570'
Ea sti ng: 5378857.8058'
Northing: 3445488.4964'
Lot?
Closure Summary
Precision, 1 part in: 117614.328'
Error distance: 0.005'
Error direction: N89° 15'08.49"W
Area: 18959.16 Sq. Ft.
Square area: 18959.161
Perimeter: 567.730'
Point of Beginning
Easti ng: 5378966.7651'
Northing: 3445548.4085'
Side 1: Line
Direction: N29°27'07.00'W
Angle: [150.5481 (d)]
Deflection angle: [-029.4519(d)]
Distance: 125.560'
Easti ng: 5378905.0281'
Northing: 3445657.7422'
Side 2: Line
Direction: N59°30'52.00"E
Angle: [-091.0336(d)]
Deflection angle: [088.9664(d)]
Distance: 127.470'
E a st i n g: 5379014.8763'
Northing: 3445722.4104'
Side 3: Line
Direction: S27°20'59.00"E
Angle: [-086.8642(d)]
Deflection angle: [093.1358(d)]
Distance: 176.080'
E a sti n g: 5379095.7710'
Northing: 3445566.0128'
Side 4: Line
Direction: S27° 18'05.00'W
Angle: [-125.3489(d)]
Deflection angle: [054.6511 (d)]
Distance: 14.380'
Easti ng: 5379089.1753'
Northing: 3445553.2346'
Side 5: Line
Direction: N85°01'49.00'W
Angle: [-112.3317(d)]
Deflection angle: [067.6683(d)]
Distance: 78.950'
Easting: 5379010.5221'
Northing: 3445560.0740'
Side 6: Line
Direction: S75°04'26.00'W
Angle: [160.1042(d)]
Deflection angle: [-019.8958(d)]
Distance: 45.290'
Easti ng: 5378966.7603'
Northing: 3445548.4085'
W8
Closure Summary
Precision, 1 part in: 18455.862'
Error distance: 0.024'
Error direction: N17°03'24.83"W
Area: 12027.73 Sq. Ft.
Square area: 12027.733
Perimeter: 451.790'
Point of Beginning
Easting: 5378899.3971'
Northing: 3445443.0780'
Side 1: Line
Direction: N60°33'30.00"E
Angle: [-119.4417(d)]
Deflection angle: [060.5583(d)]
Distance: 90.800'
Easting: 5378978.4708'
Northing: 3445487.7096'
Side 2: Line
Direction: S23° 17' 11.00"E
Angle: [-083.8447(d)]
Deflection angle: [096.1553(d)]
Distance: 111.130'
Easting: 5379022.4036'
Northing: 3445385.6322'
Side 3: Line
Direction: SO4°57'25.00"E
Angle: [-161.6706(d)]
Deflection angle: [018.3294(d)]
Distance: 43.270'
Easting: 5379026.1424'
Northing: 3445342.5240'
Side 4: Line
Direction: S65°29'00.00'W
Angle: [-109.5597(d)]
Deflection angle: [070.4403(d)]
Distance: 62.020'
Easting: 5378969.7141'
Northing: 3445316.7883'
Side 5: Line
Direction: N29°06'24.00"W
Angle: [-094.5900(d)]
Deflection angle: [085.4100(d)]
Distance: 144.570'
Easting: 5378899.3899'
Northing: 3445443.1014'
Lot9
Closure Summary
Precision, 1 part in: 101082.282'
Error distance: 0.004'
Error direction: S28°41'41.82"W
Area: 12128.27 Sq. Ft.
Square area: 12128.270
Perimeter: 454.150'
Point of Beginning
Ea sti ng: 5378969.6979'
Northing: 3445316.8073'
Side 1: Line
Direction: S65°29'00.00'W
Angle: [065.4833(d)]
Deflection angle: [-114.5167(d)]
Distance: 86.680'
Ea sti ng: 5378890.8329'
Northing: 3445280.8387'
Side 2: Line
Direction: N28°53'07.00'W
Angle: [-094.3686(d)]
Deflection angle: [085.6314(d)]
Distance: 137.080'
Easti ng: 5378824.6154'
Northing: 3445400.8644'
Side 3: Line
Direction: N60°33'30.00"E
Angle: [-090.5564(d)]
Deflection angle: [089.4436(d)]
Distance: 85.870'
Ea sti ng: 5378899.3959'
Northing: 3445443.0727'
Side 4: Line
Direction: S29°06'24.00"E
Angle: [-089.6650(d)]
Deflection angle: [090.3350(d)]
Distance: 144.520'
E asti ng: 5378969.6958'
Northing: 3445316.8034'
Lod 0
Closure Summary
Precision, 1 part in: 57379.753'
Error distance: 0.008'
Error direction: N23°55'09.14'W
Area: 11498.04 Sq. Ft.
Square area: 11498.041
Perimeter: 439.410'
Point of Beginning
Easti ng: 5378890.8371'
Northing: 3445280.8407'
Side 1: Line
Direction: S65°29'00.00'W
Angle: [065.4833(d)]
Deflection angle: [-114.5167(d)]
Distance: 86.530'
Easting: 5378812.1086'
Northing: 3445244.9343'
Side 2: Line
Direction: N28°49' 19.00'W
Angle: [-094.3053(d)]
Deflection angle: [085.6947(d)]
Distance: 129.660'
Easti ng: 5378749.6009'
Northing: 3445358.5323'
Side 3: Line
Direction: N60°33'30.00"E
Angle: [-090.6197(d)]
Deflection angle: [089.3803(d)]
Distance: 86.140'
E a sti ng: 5378824.6165'
Northing: 3445400.8734'
Side 4: Line
Direction: S28°53'07.00"E
Angle: [-089.4436(d)]
Deflection angle: [090.5564(d)]
Distance: 137.080'
Easti ng: 5378890.8340'
Northing: 3445280.8477'
Lot11
Closure Summary
Precision, 1 part in: 98518.722'
Error distance: 0.004'
Error direction: N76°47'27.25"W
Area: 11102.19 Sq. Ft.
Square area: 11102.195
Perimeter: 428.440'
Point of Beginning
Easti ng: 5378812.1085'
Northing: 3445244.9343'
Side 1: Line
Direction: S65°29'00.00'W
Angle: [065.4833(d)]
Deflection angle: [-114.5167(d)]
Distance: 87.890'
Ea sti ng: 5378732.1427'
Northing: 3445208.4636'
Side 2: Line
Direction: N29°21' 18.00'W
Angle: [-094.8383(d)]
Deflection angle: [085.1617(d)]
Distance: 122.110'
Ea sti n g: 5378672.2820'
Northing: 3445314.8946'
Side 3: Line
Direction: N60° 33'30.00"E
Angle: [-090.0867(d)]
Deflection angle: [089.9133(d)]
Distance: 88.780'
Easti ng: 5378749.5966'
Northing: 3445358.5333'
Side 4: Line
Direction: S28°49' 19.00"E
Angle: [-089.3803(d)]
Deflection angle: [090.6197(d)]
Distance: 129.660'
Easti ng: 5378812.1043'
Northing: 3445244.9353'
Lod 2
Closure Summary
Precision, 1 part in: 121991.881'
Error distance: 0.004'
Error direction: S77°30'09.51"W
Area: 10967.99 Sq. Ft.
Square area: 10967.991
Perimeter: 435.850'
Point of Beginning
Easti ng: 5378732.1432'
Northing: 3445208.4639'
Side 1: Line
Direction: S65°29'00.00'W
Angle: [065.4833(d)]
Deflection angle: [-114.5167(d)]
Distance: 61.340'
Ea sti ng: 5378676.3336'
Northing: 3445183.0104'
Side 2: Line
Direction: S88°32' 18.00'W
Angle: [-156.9450(d)]
Deflection angle: [023.0550(d)]
Distance: 88.480'
E asti ng: 5378587.8824'
Northing: 3445180.7534'
Side 3: Line
Direction: NO2°23'49.00'W
Angle: [-090.9353(d)]
Deflection angle: [089.0647(d)]
Distance: 11.100'
Easti ng: 5378587.4182'
Northing: 3445191.8437'
Side 4: Line
Direction: N29°04'32.00"E
Angle: [-148.5275(d)]
Deflection angle: [031.4725(d)]
Distance: 125.300'
E asti ng: 5378648.3093'
Northing: 3445301.3534'
Side 5: Line
Direction: N60°33'30.00"E
Angle: [-148.5172(d)]
Deflection angle: [031.4828(d)]
Distance: 27.530'
Easti ng: 5378672.2840'
Northing: 3445314.8854'
Side 6: Line
Direction: S29°21' 18.00"E
Angle: [-089.9133(d)]
Deflection angle: [090.0867(d)]
Distance: 122.100'
Easti ng: 5378732.1397'
Northing: 3445208.4631'
ROW
Mapcheck 16: ROW
Closure Summary
Precision, 1 part in: 154118.103'
Error distance: 0.009'
Error direction: S21°44'04.57"W
Area: 39357.39 Sq. Ft.
Square area: 39357.389
Perimeter: 1393.460'
Point of Beginning
E asti ng: 5377586.0750'
Northing: 3445772.4625'
Side 1: Line
Direction: S87°36' 11.00"W
Angle: [087.6031 (d)]
Deflection angle: [-092.3969(d)]
Distance: 60.000'
Easti ng: 5377526.1275'
Northing: 3445769.9532'
Side 2: Line
Direction: NO2°23'49.00'W
Angle: [-090.0000(d)]
Deflection angle: [090.0000(d)]
Distance: 96.100'
Ea sti ng: 5377522.1084'
Northing: 3445865.9691'
Side 3: Line
Direction: NOV 54'05.00"E
Angle: [-175.7017(d)]
Deflection angle: [004.2983(d)]
Distance: 26.980'
Easti ng: 5377523.0036'
Northing: 3445892.9343'
Side 4: Line
Direction: N20°54'44.00"E
Angle: [-160.9892(d)]
Deflection angle: [019.0108(d)]
Distance: 91.430'
E asti ng: 5377555.6384'
Northing: 3445978.3416'
Side 5: Line
Direction: N48°05' 11.00"E
Angle: [-152.8258(d)]
Deflection angle: [027.1742(d)]
Distance: 77.680'
Ea sti ng: 5377613.4442'
Northing: 3446030.2326'
Side 6: Line
Direction: N60°33'30.00"E
Angle: [-167.5281 (d)]
Deflection angle: [012.4719(d)]
Distance: 371.010'
E asti ng: 5377936.5407'
Northing: 3446212.5978'
Side 7: Line
Direction: N60°32'06.00"E
Angle: [179.9767(d)]
Deflection angle: [-000.0233(d)]
Distance: 9.710'
Ea sti ng: 5377944.9947'
Northing: 3446217.3741'
Side 8: Line
Direction: S27°55' 11.00"E
Angle: [-088.4547(d)]
Deflection angle: [091.5453(d)]
Distance: 60.030'
Easti ng: 5377973.1028'
Northing: 3446164.3313'
Side 9: Line
Direction: S60°33'30.00'W
Angle: [-091.5219(d)]
Deflection angle: [088.4781 (d)]
Distance: 379.120'
Ea sti ng: 5377642.9437'
Northing: 3445977.9797'
Side 10: Line
Direction: S29°04'32.00'W
Angle: [148.5172(d)]
Deflection angle: [-031.4828(d)]
Distance: 125.300'
Easti ng: 5377582.0526'
Northing: 3445868.4701'
Side 11: Line
Direction: S02°23'49.00"E
Angle: [148.5275(d)]
Deflection angle: [-031.4725(d)]
Distance: 96.100'
Ea sti ng: 5377586.0717'
Northing: 3445772.4541'
Joel Gross
From: Madoerin, Keith <KeithMadoerin@alliantenergy.com>
Sent: Monday, August 07, 2017 4:16 PM
To: Joel Gross
Cc: Chris@mottingergroup.com
Subject: RE: Prairie Creek Estates Eighth Addition
Alliant Energy does not serve this area.Thank You!
Kind regards,
Keith Madoerin I Field Engineer I
From: Joel Gross [mailto:joel@halleng.com]
Sent: Monday, August 07, 2017 3:42 PM
To: Madoerin, Keith
Cc: Chris@mottingergroup.com
Subject: Prairie Creek Estates Eighth Addition
[This is an external email. Be cautious with links, attachments and responses.]
Hello Keith,
I am forwarding your contact email and phone info to Chris Mottinger, who has developed some land in Fairfax(Prairie
Creek Estates, Eighth Addition.
Can you provide us a utility sign off for this area? I understand that you guys don't service the area, so I just need an
email stating that.
I have copied Chris on this email. If you have any questions, please shoot him an email.
Chris, if you want to follow up with a phone call, I have Keith's contact info below:
Keith Madoerin I Field Engineer I
ALLIANT ENERGY
1001 Shaver Road NE I Cedar Rapids, IA 52402
Office: (319) 786-1963 1 Cell: (319) 382.5567
alliantenergy.com 1 keithmadoeringalliant enercy.com
Keith,You can send the email directly to me, as I am compiling documents for the council meeting.
I have attached a sign off from Linn County REC to show you the area in question.
Thank you for your help.
Joel Gross, P.E., LEED AP ND
Project Manager
1
Hall &Hall Engineers,Inc.
319.362.9548 Office Ext. 311 1 319.361.5935 Mobile
1860 Boyson Road I Hiawatha,IA 52233
www.Halleng.com I Joel..@hallenci.com_
Civil Engineers:Landscape Architects:Land Surveyors
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L..inn County Auditor
Linn County,Iowa
Joel D.Miller,Auditor
MIN - Rebecca Shoop,First Deputy
County Auditor' s Certificate
Approval of Subdivision Plat Name by Linn County Auditor
Date: August 3rd, 2017
The Linn County Auditor's Office has reviewed the final plat name
of:
Prairie Creek Estates Eighth Addition to Fairfax,
Linn County, Iowa
and has determined that it is a succinct and unique name for the
subdivision contained herein, pursuant to Iowa Code 6354 . 6 (2) and
6354 . 11 (6) . The subdivision name or title is approved.
Signed:
Joel D Miller
Linn County Auditor
Hnr eountyauditor.orcg. �3
Public Service Center auditor@linncounty.org
935 Second Street Southwest Phone 319.892.5300
Cedar Rapids,Iowa 52404-2100 fax 319.892.5359
ALLTRANS Inc.
1930 St Andrews Ct NE, Cedar Rapids, IA 52402 (319) 393-8726
OWNER'S CERTIFICATE AND DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT: Legacy Land Investments, L.L.C., being the owner(s) in
fee of all the land which is included in PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX,
LINN COUNTY, IOWA, have caused a survey and subdivision of said land to be made, the lots and
streets to be marked, named and numbered as shown by a plat dated July 19, 2017, with certificate of
Thomas M Novick, Professional Land Surveyor, attached thereto, to the end that the same may be
recorded and hereafter designated and known as PRAIRIE CREEK ESTATES EIGHTH ADDITION TO
FAIRFAX, LINN COUNTY, IOWA.
And, we (1), Legacy Land Investments, L.L.C., hereby acknowledge the subdivision of land shown on said
plat to be by the free consent of the undersigned and in accordance with its desire; and do hereby set
apart and dedicate to the public use, as public highway forever, all land in the streets as shown by said
plat; and do hereby dedicate, as easements, all land in the easements as shown and described by said
plat attached hereto and being a part of this document.
Witness my (our) hand(s) this k1day ofj A.D., 2017
hris Mottinger, Leg and nvestments, L.L.C.,
STATE OF IOWA )
) ss
LINN COUNTY )
On this G day of A.D. 2 2017, before me, a Notary Public in and for County of Linn, State of
Iowa, personally ap ear Chris M00 i r, to me known to be the person named in and who executed
the foregoing instrument, and acknowledged that he executed the same as his voluntary act and deed.
In witness whereof, I have hereunto signed my name and affixed my Notarial Seal the day and year last
above written.
'ER VAa1:S 7 (a ,,.FSisEaft
® c,)mw,,bao,,NumBER 724643 / ��
_ seg ia�� G� CIM® L, C'�
UK
Notary Public in and for Linn County,
o� w
State of Iowa
ALLTRANS Inc.
1930 St Andrews Ct NE, Cedar Rapids, IA 52402 (319) 393-8726
CONSENT TO PLAT PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX, LINN
COUNTY, IOWA
KNOW ALL MEN BY THESE PRESENTS THAT Legacy Land Investments, L.L.C., being the owner in
fee of all the land which is included in PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX,
LINN COUNTY, IOWA, have caused a survey and subdivision of said land to be made, the lots and
streets to be marked, named and numbered as shown by a plat dated July 19, 2017, with certificate of
Thomas M. Novick, Professional Land Surveyor, attached thereto, to the end that the same may be
recorded and hereafter designated and known as PRAIRIE CREEK ESTATES EIGHTH ADDITION TO
FAIRFAX, LINN COUNTY, IOWA.
And, Legacy Land Investments, L.L.C., hereby acknowledge the subdivision of land shown on said platto
be by free consent of the undersigned and in accordance with its desire.
Witness Legacy Land Investments, L.L.C. this ItVay of lik'04A.D., 2017.
77
Chris Mottinger '
owner's name owner's SigrWe
STATE OF IOWA )
) ss
LINN COUNTY )
On this�day of ; tti A.D., 2017, before me, a Notary Public in and for County of Linn, State of
Iowa, personally appear d Chris Mottinger, to me known to be the person named in and who executed
the foregoing instrument, and acknowledged that he executed the same as his voluntary act and deed.
In witness whereof, I have hereunto signed my name and affixed my Notarial Seal the day and year last
above written.
COMMISSION NUMSFR 724643 ($
, a
PT
Notary Public in and for Linn County,
State of Iowa
ALLTRANS Inc.
1930 St Andrews Ct NE, Cedar Rapids, IA 52402 (319) 393-8726
SURVEYOR'S CERTIFICATE
Final Plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa is part of Parcel B, Plat of
Survey# 888 as recorded in Book 4553 Page 158 of records of Linn County Recorder, and Lot 3 of Prairie
Creek Estates Seventh Addition, being that part of the NW 1/4 NW 1/4 and the SW 1/4 NW 1/4, both of
Section 10, Township 82 North, Range 8 West, Linn County, Iowa, described as follows:
Beginning at the Northeast Corner of Prairie Creek Estates Second Addition to Fairfax, Linn County, Iowa
and a point on the South ROW Line of US HWY 151:
thence N59°30'52"E along said South ROW Line, 371.55 feet;
thence N65014'03"E Along said ROW line, 100.50 feet;
thence N59030'52"E along said ROW Line of US HWY 151; 259.66 feet to the NW corner of Lot 4 Prairie
Creek Estates Seventh Addition;
Thence S27020'59"E along the West line of said Lot 4, 176.08 to the public Right of Way Line of Ridge
View Court of the City of Fairfax Iowa;
Thence S27'1 8'05"W along said Right of Way Line, 14.38 feet to the public Right of Way Corner of Ridge
View Drive said City of Fairfax Iowa;
Thence 143.12 feet along said Right of Way Line, Westerly along a 180 foot radius curve concave
southerly with a central angle of 45°33'22", chord length 139.38 feet;
Thence S27°55'09"E, 60.00 feet to the NW corner of lot 2 said Prairie Creek Estates 7th Addition;
Thence S23°17'11"E along the West line of said Lot 2, 111.13 feet to the NW corner of Lot 1 said Prairie
Creek Estates Seventh Addition;
Thence SO4°57'25"E along the West line of said Lot 1, 43.27 feet to the NE corner of Prairie Creek Estates
Sixth Addition to Fairfax, Iowa
Thence S65029'00"W along the North line of said Prairie Creek Estates 6th Addition and the North line of
Prairie Creek Estates 5th Addition to Fairfax, 384.45 feet to the NE corner of Lot 4 said Prairie Creek
Estates Fifth Addition
Thence S88'32'1 8"W, 88.48 feet to the NW corner of Lot 4 said Prairie Creek Estates Fifth Addition and
Ridge View Dive public Right of Way Line of said City of Fairfax;
Thence S02023'49"E along said Right of Way line, 85.00 Feet to said Ridge View Drive NE ROW Corner
Thence S87°36'11"W, 200.01 feet to the NW corner of Lot 3 Prairie Creek Estates Fifth Addition and a
point on the East line of Lot 2 Prairie Creek Estates Second Addition to Fairfax, Iowa
Thence N02030'1 5"W along said Lot 2 Prairie Creek Estates Second, 272.88 feet to to the South ROW
Line of US HWY 151 and the Point of Beginning.
said tract of land contains 5.10 acres (222,075.32 sq. ft.) more or
less and is subject to easements and restrictions of record.
Said PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX, LINN COUNTY, IOWA, is
divided into eleven (12) lots numbered one (1) to twelve (12). The number of the lots is designated
on said plat by a number near the center of the lots. The dimensions of the lots, width of the streets,
and the distances from Government lines and corners are as shown in feet and decimals thereof on
said plat. One-half inch diameter iron pipes with orange plastic caps inscribed with number 17774
are driven at all points marked with a small circle, thus -o-, on said plat.
I hereby certify that the property description and plat attached hereto and made a part of this document
are in accordance with a survey made under my direct personal supervision and that I am a duly
Professional Licensed Land Surveyor in the State of Iowa.
Executed at Cedar Rapids, Iowa this 19th day of July, 2017.
_�• THOMAS M. -A
• NOVICK A_
17774
•1 UWP
a�
Thomas M. Novick
Professional Land Surveyor
Iowa Registration Number 17774
ALLTRANS Inc.
1930 St Andrews Ct NE, Cedar Rapids, IA 52402 (319) 393-8726
TREASURER'S CERTIFICATE
I, Sharon K. Gonzalez, Treasurer of Linn County, Iowa, hereby certify that the land which is included in
PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX LINN COUNTY IOWA is free from
certified taxes and certified special assessments or that the land is free from certified taxes and that the
certified special assessments are secured by bond in compliance with Section 354.12 Code Iowa as
shown by Records of this office.
Cedar Rapids, Iowa, this day of A.D., 20
Treasurer of Linn County, low
RESOLUTION NO. 2017-73
RESOLUTION ACCEPTING THE PUBLIC IMPROVEMENTS TO
PRAIRIE CREEK ESTATES EIGHTH ADDITION TO FAIRFAX, LINN
COUNTY, IOWA
WHEREAS, Hall and Hall Engineers, Inc. has performed part-time field observations
during the installation of the public improvements, reviewed material test reports, and has
completed a final site inspection of the public infrastructure, and Hall and Hall Engineers, Inc.
recommends acceptance of these public improvements with the following condition:
That the following items are all addressed within a timely manner (as considered by the City),
otherwise the City may withhold building permits on any lot within the Prairie Creek Estates
Eighth Addition to Fairfax, Linn County, Iowa:
1. Submit As-Built Plan of Improvements.
2. Please make sure that all of the water main and fire hydrant gate valve boxes are straight
and adjusted to grade.
3. Touch up seeding in the bare and sparsely vegetative areas.
4. Permanently seed and establish 100% ground cover in the private storm water detention
pond located in the back of Lots 2 and 3.
5. Address the following issues with the storm sewer system:
a. Clean out the storm sewer system, including the private storm sewer lines, and the
existing downstream storm sewers /intakes as necessary.
b. There has been some discussion of the subdrain services possibly being cut with
the installation of the franchise utilities. In viewing the subdrain connections at
the intakes, they looked pretty good, except for the subdrain connection located at
the upstream side of Intake I-1. This subdrain stub has a fair amount of sediment
in it, indicating that soils are entering the upstream subdrain or subdrain services.
Locate where this subdrain and/or subdrain services are damaged and replace the
damaged sections with new subdrain, and granular backfill, if necessary.
c. Intake 1-4 has a storm sewer stubbed out of the north side of this box. The plan of
Improvements do not indicate a storm sewer along the east side of Ridge View
Drive between Intake I-4 and Intake I-2A, but the plans do indicate a 6-inch
subdrain between these intakes. The downstream (southwest) side of Intake I-2A
has a storm sewer outlet that appears to drain to Intake I-3 (per the plans), and this
intake also has a 6-inch subdrain stubbed into it,just above this storm sewer (per
the plans). The storm sewer was likely stubbed out of the north side of Intake I-4
with the Prairie Creek Estates Fifth Addition improvements, and the 6-inch
subdrain is Likely connected into this storm sewer stub. There is significant
sediment in this storm sewer stub that is separate from the other sediment within
this intake, indicating that this sediment is coming from either the connection of
this storm sewer stub and the 6-inch subdrain, from the upstream 6-inch subdrain,
or from possible cut subdrain services located along the upstream stretch of
subdrain. Determine whether or not this 6-inch subdrain and/or subdrain services
are damaged, and if so, replace the damaged sections with new subdrain, and
granular backfill, as necessary. Also verify the connection of the 6" subdrain with
the storm sewer stub. If this connection is maintained, then it should be sealed
with a concrete collar.
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Fairfax,
Iowa, that the public improvements in Prairie Creek Estates Eighth Addition to Fairfax, Linn
County, Iowa are accepted by the City of Fairfax with the following condition:
That the following items are all addressed within a timely manner (as considered by the City),
otherwise the City may withhold building permits on any lot within the Prairie Creek Estates
Eighth Addition to Fairfax, Linn County, Iowa:
1. Submit As-Built Plan of Improvements.
2. Please make sure that all of the water main and fire hydrant gate valve boxes
are straight and adjusted to grade.
3. Touch up seeding in the bare and sparsely vegetative areas.
4. Permanently seed and establish 100% ground cover in the private storm water
detention pond located in the back of Lots 2 and 3.
5. Address the following issues with the storm sewer system:
a. Clean out the storm sewer system, including the private storm sewer
lines, and the existing downstream storm sewers /intakes as necessary.
b. There has been some discussion of the subdrain services possibly
being cut with the installation of the franchise utilities. In viewing the
subdrain connections at the intakes, they looked pretty good, except for
the subdrain connection located at the upstream side of Intake I-1.
This subdrain stub has a fair amount of sediment in it, indicating that
soils are entering the upstream subdrain or subdrain services. Locate
where this subdrain and/or subdrain services are damaged and replace
the damaged sections with new subdrain, and granular backfill, if
necessary.
c. Intake I-4 has a storm sewer stubbed out of the north side of this box.
The plan of Improvements do not indicate a storm sewer along the east
side of Ridge View Drive between Intake I-4 and Intake I-2A, but the
plans do indicate a 6-inch subdrain between these intakes. The
downstream (southwest) side of Intake I-2A has a storm sewer outlet
that appears to drain to Intake I-3 (per the plans), and this intake also
has a 6-inch subdrain stubbed into it,just above this storm sewer(per
the plans). The storm sewer was likely stubbed out of the north side of
Intake I-4 with the Prairie Creek Estates Fifth Addition improvements,
and the 6-inch subdrain is likely connected into this storm sewer stub.
There is significant sediment in this storm sewer stub that is separate
from the other sediment within this intake, indicating that this
sediment is coming from either the connection of this storm sewer stub
and the 6-inch subdrain, from the upstream 6-inch subdrain, or from
possible cut subdrain services located along the upstream stretch of
subdrain. Determine whether or not this 6-inch subdrain and/or
subdrain services are damaged, and if so, replace the damaged sections
with new subdrain, and granular backfill, as necessary. Also verify the
connection of the 6" subdrain with the storm sewer stub. If this
connection is maintained, then it should be sealed with a concrete
collar; and
BE IT FURTHER RESOLVED, by the City Council of Fairfax, Iowa, that the Mayor
and the City Clerk/Treasurer are hereby authorized and directed to execute said Resolution.
Passed and approved this 8"' day of August, 2017.
AYES: Beer, Daly, Kell, and Wainwright
NAYS: None
ABSENT: Volk
Burnell Frieden, Mayor
ATTEST:
Cyi Zia Stimson, City Clerk/Treasurer
F Alp
J�A� •• '•. '�
tom` � r,�Q Q�{,� •'
k�
RESOLUTION NO. 2017-74
RESOLUTION APPROVING THE FINAL PLAT AND DEVELOPMENT
AGREEMENT FOR PRAIRIE CREEK ESTATES EIGHTH ADDITION TO
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, a Final Plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa has
been submitted to the City of Fairfax by Legacy Land Investments, LLC; and
WHEREAS, a Development Agreement, by and between Legacy Land Investments, LLC and the
City of Fairfax, for said Prairie Creek Estates Eighth Addition has been prepared as part of the Prairie Creek
Estates Eighth Addition Final Plat Bound Documents; and
WHEREAS, Hall and Hall Engineers, Inc. has reviewed said Final Plat of Prairie Creek Estates
Eighth Addition to Fairfax, Linn County, Iowa, and the Development Agreement for said Prairie Creek
Estates Eighth Addition, and has found said Final Plat and Development Agreement to be in accordance with
the provisions of the laws of the State of Iowa and the ordinances of the City of Fairfax, Iowa, in relation to
this development within the City of Fairfax, and has further recommended approval of said Final Plat and
Development Agreement.
NOW, THE, BE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, that
the Final Plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa and the Development
Agreement for said Prairie Creels Estates Eighth Addition are hereby acknowledged and approved on the part
of the City of Fairfax, Linn County, Iowa.
BE IT FURTHER RESOLVED, by the City Council of Fairfax, Iowa, that the Mayor and the City
Clerk/Treasurer are hereby authorized and directed to execute said Resolution.
Passed and approved this 8"' day of August, 2017.
AYES: Beer, Daly, Kell, and Wainwright
NAYS: None
ABSENT: Volk
Burnell Frieden, Mayor
ATTEST:
y hia Stimson, City Clerk/Treasurer
AyFAsi
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DEVELOPMENT AGREEMENT
Thls Development Agreement (this Agreement ) is entered into this ) — day of
2017, by and between the undersigned property owner(hereinafter referred to as the
DE ELOPER) and the City of Fairfax, Linn County, Iowa (hereinafter referred to as the CITY).
RECITALS
1. The DEVELOPER is owner of the following described property:
See Attached Exhibit"A"
2. The DEVELOPER proposes to record a final plat situated on a portion of the Real Estate to be
known as Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa and has prepared a
proposed final plat of such addition (the "Plat"). Said Addition shall consist of Lot 1 through Lot
12, and Lot 'A' (Public Street Right-of-way), all inclusive.
NOW BE IT RESOLVED, the DEVELOPER and the CITY hereby agree as follows:
1. THAT PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY,the DEVELOPER shall:
Construct a 5'wide concrete sidewalks along the street frontages of Lots 1-12, including a 5'
wide concrete sidewalks through the driveways of Lots 1- 12. The DEVELOPER shall be
responsible for the maintenance (including snow removal), repair, and replacement of all 5'
wide sidewalks located within the public streets right-of-way of Ridge View Drive adjacent to
each Lot within Prairie Creek Estates Eighth Addition.
2. THAT PRIOR TO THE ISSUANCE OF THE FIRST TEMPORARY OR FINAL CERTIFICATE OF
OCCUPANCY in the Prairie Creek Estates Eighth Addition, the DEVELOPER shall cause to be
installed the Street Lights along Ridge View Drive, and the DEVELOPER shall also provide the City
of Fairfax with an acceptable verification of payment to Linn County REC for said street light
installation.
3. THAT PRIOR TO THE ISSUANCE OF THE FIRST TEMPORARY OR FINAL CERTIFICATE OF
OCCUPANCY in the Prairie Creek Estates Eighth Addition,The DEVELOPER shall cause to be
installed the necessary Franchise Utilities to properly service the Prairie Creek Estates Eighth
Addition, and the DEVELOPER shall also provide the City of Fairfax with an acceptable
verification of payment to these Franchise Utilities for said utilities installation.
4. THAT PRIOR TO THE ISSUANCE OF THE FIRST TEMPORARY OR FINAL CERTIFICATE OF
OCCUPANCY in the Prairie Creek Estates Eighth Addition, the DEVELOPER shall record the bound
documents for the final plat of Prairie Creek Estates Eighth Addition to Fairfax, Linn County, Iowa
at the Office of the Linn County Recorder.
5. THAT PRIOR TO THE ISSUANCE OF A FINAL OR TEMPORARY CERTIFICATE OF OCCUPANCY for
Lots 1 through 5, and Lots 8 through 12, the DEVELOPER shall:
a) Install the storm water drainage swales as shown on the approved Plan of
Improvements within the Storm Water Drainage Easement and stabilize it with
permanent ground cover.
b) Provide certification by a civil engineer licensed in the State of Iowa verifying that the
runoff from the 100-year storm event can be conveyed through the proposed
development on this property without damage to the building structures.
c) The minimum low opening/flood protection elevations have been determined to be as
follows (Sanitary Sewer Manhole Cover Located in Street Center line in front of Lot 3
Prairie Creek Estates 8th Addition: Elevation=775.92, Northing : 3442809.65, Easting
5391355.87)
i. Lot 1: 766.5 vii. Lot 7: 786.1
ii. Lot 2: 773.2 viii. Lot 8: 776.5
iii. Lot 3: 776.2 ix. Lot 9: 775.5
iv. Lot 4: 781.1 X. Lot 10: 774.5
v. Lot 5: 784.0 xi. Lot 11: 773.5
vi. Lot 6: 786.0 xii. Lot 12: 773.0
6. THAT PRIOR TO THE ISSUANCE OF A FINAL OR TEMPORARY CERTIFICATE OF OCCUPANCY for
Lots 1 and 2, the DEVELOPER shall:
a) Install the Private Storm Water Detention Pond and the related Private Storm Sewer
Outlet Structure and Storm Sewer Pipe as shown on the approved Plan of Improvements
on Lot 2 and along the shared property line of Lot 1 and 2. This Pond shall be stabilized
with permanent ground cover.
b) Provide certification by a civil engineer licensed in the State of Iowa verifying that the
runoff from the 100-year storm event can be conveyed through the Private Storm Water
Detention Pond located on Lot 2 property without damage to the building structures on
Lots 1 and 2.
c) The minimum low opening/flood protection elevations have been determined to be as
follows (Sanitary Sewer Manhole Cover Located in Street Center line in front of Lot 2
Prairie Creek Estates 8th Addition: Elevation= 773.36, Northing : 3442750.92, Easting
5391297.86)
i. Lot 1: 766.5
ii. Lot 2: 773.2
7. Said Private Storm Water Detention Pond and Private Storm Water Detention Easement/ 15'
Private Storm Sewer Easement located on Lot 2 and along the shared property line of Lot 1 and
Lot 2 shall have the following Conditions:
i. The purpose of this Private Storm Water Detention Pond is to provide storm water
mitigation and storm water quality for Lots 2 through 7 of Prairie Creek Estates Eighth
Addition to Fairfax, Linn County, Iowa.
ii. The maintenance, repair, and reconstruction of this Private Storm Water Detention Pond
shall be the responsibility of the DEVELOPER.
iii. The DEVELOPER agrees to not place fill material, to erect no buildings, obstructions, or other
improvements on the area reserved by the Private Storm Water Detention Easement for
this Private Storm Water Detention Pond.
iv. The DEVELOPER shall be responsible to maintain a minimum storm water detention volume
in this shared storm water detention pond of 4,900 cubic feet.
v. The DEVELOPER shall be responsible to maintain said shared storm water detention pond
outlet structure, storm sewer discharge pipe, and overflow spillway to ensure that the
maximum theoretical storm water release rate of 3.3 cubic feet per second from the pond is
not increased.
vi. If the DEVELOPER fails to maintain the volume and discharge as established in iv. and v.
above, or the DEVELOPER fails to keep this Private Storm Water Detention Pond free of
debris and mowed in accord with the City's Nuisance Ordinance, the DEVELOPER, by this
instrument gives the City of Fairfax the right to access the property and perform
maintenance as necessary. Cost of said maintenance shall be assessed against the property
and shall be a lien upon the Real Estate, and the DEVELOPER hereby agrees to pay the
amount which is thus assessed against the Real Estate, and said assessment shall have the
same legal force and effect as if all legal formalities provided by law in such cases had been
fully and faithfully performed and observed. The DEVELOPER hereby expressly waives every
objection to said assessment.
vii. The DEVELOPER agrees to pay taxes on all of the above-described property located within
the Private Storm Water Detention Easement on Lot 2,to the City of Fairfax, Linn County,
Iowa.
viii. The DEVELOPER agrees to construct, reconstruct, repair and maintain the Private Storm
Water Detention Pond,the Private Storm Sewer Outlet Structure, and the Private Storm
Sewer Outlet Pipe for this Private Storm Water Detention Pond located on Lot 2.
8. The DEVELOPER and any contractor or other agent employed by the DEVELOPER shall provide
insurance as reasonably required by the CITY when working within the public rights-of-way.
9. The DEVELOPER shall own and maintain the storm water drainage swales located within the
Private Storm Water Drainage Easements,which shall convey the 100-year storm event
overland through Lots 1 through 5, and Lots 8 through 12. The DEVELOPER also agrees not to
restrict the overland conveyance of the 100-year storm event through these drainage swales.
10. The City of Fairfax shall own and maintain the storm sewer located within the Public Storm
Sewer and Private Storm Water Drainage Easement located on Lot 12. The DEVELOPER agrees
not to restrict Access to the City of Fairfax to maintain, repair or replace this storm sewer.
11. Access to Lots 2, 3, 4, 5, 6 and 7 shall be restricted to Ridge View Drive. These six Lots shall not
have direct access to Highway 151.
12. There shall be no parking along either side of Ridge View Drive.
13. The DEVELOPER agrees to indemnify and hold harmless the CITY for damages or claims for
damages that may arise or accrue as a result of City Council approval of this Agreement.
14. This Agreement shall be binding upon the parties hereto and their heirs, successors, and assigns,
and the sale by the owner of all or any part of said Lot 1 through Lot 12, shall transfer
obligations of the DEVELOPER to the successor in interest.
Dated: JOA
, 2017
Legacy Land Investments, LLC
Chris Mottinger, Manging ember
STATE OF IOWA, COU OF LINN)
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This instrument was acknowledged before me on this , 2017
by Chris Mottinger, Managing Member of Legacy Land nvestments, LLC
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4�� d YARA EL-FAR,'
ldC3�4A�I.OP P°-0
" caMPOISSION NUMBER 724643
,a; p 4y c MM s y!o EXPIR Notary Public in and for the State of Iowa
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