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'OT ADDITION lar \ _ y \ , I \\\ , kl O F o p 120 I I - w 4 \\ r 0 890 I zN \ •889.8 \\\ ONaNq�/SnNO \\ Fq 't'0 0 50 100 150 1" \,sea, fhT � SCALE INFEET i a I 1 \� --- — r I I LEGEND _L > pc#p \ I ""880-^----"----- COSTING CONTOURS ar z e87s., DOWNS SPOT NEVATI0NS 883 •1,- I.04 • O f CAWING&NOTARY SEWER a 30 0 I cn E� `0' '— —' D037N10 wCt MMa4 F+ a z m,� O. z --- _ •8E3.2 _ � F � I GO o n x 1' \ I W i_ 1 O POWER POLE m o .. I W _: —•—•—•—• wow WARHEAD WES v yw C1 U Z IXLJ g x 1.1 -�� D m O 6 O W It set e a III g C N n HETES AND BOUNDS DESCRIPTION FOR THE PROPOSED HOME DEPOT •>,o p S 518151.4 I SITE IN ELK RIVER.MINNESOTA .0 o _ ir�FSSto I That port of the Northwest Quarter of the Northwest Quarter of Section 2, Township .T...,--- d 32,Range 26,Sherburne County,Minnesota deacrted as follows: Commencing at m o€ o Z NW I the Southeast corner of add Northwest Quarter of the Northwest Quarter, thence on 5 o ; on assumed bearing of North 69 degrees 45 minutes 06 second.Went along the South . 0 o m line of said Northwest Quarter of the Northwest Quarter a distance of 168.26 feet; I;7111-1 - ,ee,.z r--.880 thence North I degree 51 minutes 58 seconds West a distance of 267.13 feet to the ;u r� Point of Beginning of the land to be deeeriaed; thence South 68 degrees OB minutes ..,,. 04 of West a distoncs of 596.78 feet; thence Northwesterly a distance of 184.56 o'''''!•t a+ feet along a tangential curve, concave to the Northeast having a central angle of 48 `o o s Anna dagrees 03 minutes 58 seconds and a radius of 220.00 lest; thence North 43 degrees E E e70.:71,:.,- 1::„._ti048 minutes 00 seconds West. tangent to the last desvlbed curve,a distance of 60.28 o kk yd,� feel; thence Northerly a distance of 169.65 feet along a tangential curve,concave to o o—X c of the Northeast having a central angle of 45 degree. 12 minute 39 seconds and a ` o u radius at 215.00 feet; thence North degree 24 minutes 39 seconds East,tangent to .=-11-“x a' the last described curve,o distance of 64.57 feet; thence Northerly a distance of 21.94 -n is Oto in o I\ feet along a tangential curve, concave to the Eastshaving a central angle of 5 degrees I 50 mMutes se seconds and a radius o}215.00 feet; thence North 7 degrees 15 'notes 29 seconds Eost,tangent to the last described curve.a distance of 228.91 \ feet; thence Northerly a distance of 113.54 feet along o tangential curve,concave to the West having a central angle of 7 degrees 13 minutes 42 seconds and a radius of o �� I 900.00 feet; thence North 0 degrees 01 minutes 47 seconds East tangent to the lost b b °'+ \ described curve a distance of 58.02 feet; thence North 88 degrees 08 minutes 04 ®4 c , I seconds East a distance of 800.26 feet to an Intersection with a line which bears 4o y 0 h 'Y q g -i\\ North I degree 51 minutes 56 seconds West and Dosses through the Point of .w�3fi as i Tiih 1 11 \� Beginning: thence South I degree 51 minutee 56 seconds East a distance of 756.91 Edi b 5n a 1 I \ O feet to the point of beginning. E� f '& 0 0 I 1 \ Q I jIWNER' ` F F a 1 \ I Associated Investors of EW River e 0 5'*:::g h Apple14698 Galey, Avenue �{ Apple,'alley,MN 55124OFVF1 OPER. = _ I 1 .e>ss O. C � ra Greenberg Farrow Architects &a a !?a Tadd Mosher /li, / 3455 Salt Creek Lane cY Is n m 244:7,_ // / e0p I Suite 100 .. � w / / / Arlington Heights,IL 60005 E 3 / / (847)788-9200 / / / // I 70NING' / I Existing P.U.O. / •woo I Proposed P.U.O. Z / W ea Et I TOTAL SITE AREA: 0 •mss. 120 14.16 Ames --- \�- --J o Easements and Boundary shown per approved plot 0 V a1 ELK RIVER CROSSING. < La \ ) ,�� , oQ BENCHMARK: 0 J \ r Top Nut Hydrant located'/-1190 feel South of the W Z a I Intersection of Proposed 179th Avenue NW and Q 2 < proposed Tyler Street. �\\ IElevation 897.48Wori, 1 . : \\\ \ F- II z WWELI 03 WC21 NZ \ ' A .eez.e awz) \ 11171:1f)1", a 0 SHEET N0. /