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Preliminary PlatJ _= �J C-) E_� > RGP ti� SAN TOP =907.4 NV =882.0 SE 5 INV =881.4 SW /NE yP T CB C 907.0 TC TOP=905.9 907.2 907.2 INV =902.0 BTL TC 3TC 907. 902 BTL \ x 907.6 906.9 �\ x 9 TC 07. / IC T � TC iq C-) X 908.;926 � I X 7,8 I 907.3 TC BTL x 908.5 / 907. 909.0 908.7 HCR 907.4 ` 908.8 BITUMINOUS 907.6 \ ores o,O& �Ja9.2BTL Ge Q�q°j / TC X \ �O �J09.I x908.6 �\ / BMW �Go• / y\,�� CONC x902 4 \\ TOP =907.3 o s CB O°' TC Hi / / 4 ' WV(P) INV =904.6 HYD / 09.60 _CO"� 908• 08.2 T 908l2" RCP �O � 8.4 C \ \ 07.9 ST S i 1 9\ }\ \\ .9 \ l ' RCP \ TIC 1 ITC 3 a00 S �\�S ') x 91 .2 0 ,a 9 TC 08.9 lOB\ 9p� \ \ 908.5 GQ/ �Ooi 908.7 10.6 f�/ - 0- �1 - `♦ AO \ \ TC \ C 18 "RAP O > TC \ \ \ \ TC x 910.7 G0Q �� ^ OTC 08.5 \ \ \ \ 909.2 GP® GAS .7 (� GIP TC 1 10.0 9 \O x 91 .6 x O� r TC 907.3 \ \ 3 \ \ 9\ r x 107 oUND RLS NO x o° 08. 15475 IRON\ ( 11.6 x91 2 \off / MONUMENT 9oa.\ 301 \ 9oRAC \\ 7c TC 910.7- O \ / y TC x I . x 907.1 09 \ / \ 9 CIO. I 5� x 1.2 / x 907.4 \ \ �' v2s 910. d .s 9 Q�'� 911.6 x91 .7 °s v,�\ \ °s/ \� BM #2 \� TICI.9 / TC•0 \\� �Ox 1.5 / / 9 /O \C��� \x 909.6 \c !c'- ` HYD 9 .7 x 907.6 >i > II \� / \ 0 \o \ TC x 91 I.6 O �\ 0 x 907.7 /x 90 I p \� O) \ 910.8 TC 910.4 �\ rr �0 O�� 9\/ x -7 POP \ • • �� ?' /'LAG \ \ \ \\�O._9ro.G TC ITC '2 GJ 911. \``' OG� „��J �° 0c) �N9 # E TI E /SOUT \� ���5 \ x s1o.z l� \/ ' TC h x 9 3 908.4 x 908.3 x g x 07.9 \ (1 910.2 \ \ 1�.5 TC WV / F. \� x 2.0 1233 ET THE IT Y4 0 x 9 0 9.p \ •� gl ) 5 G� �o / a A� \ s TC 9 I I . yP� s 1 o.s THE SW y4 OF SEC 13 s s \��,% Tc i x 912.0 G / ti ♦� .0 J a / 12.6 911.5 0 \� 0` ♦ �� 9 .8 x 8.7 -908A, � \ \TC S x 910.8 I \ / TC TC ♦ti \ 909.3 / Gc fli I WV 910.6 SA _ I 910.6 10.0 OG��q /b` G .6 9111 ` TC �� J\ // / O \� \O • /(np� /� x912. 910.3 TC <' TC 8 / 9`` 5�05� 91 7 0,\ D( \ / x 909.4 x 9 .4 909. P x 9.8 0�`1�y� 9s 9� 5 / 910.7 x910.6 \ / G0 G p�0 L x 9 I y/ O 4;1 sy2.2 �0�A��90 C/ / x 3 Q( 2.2 \ y C U L T I V E D F I E I / �� "I�Ke ,0' TC TC s \\ 910.2 \ I 1 / / / / d/ x #®. 10.8 '2 O� \ TC 91117 I 7 �3 9 s� \ \ \ 3.1 / 9 eni / x 910. x 910. 1 I x 9/7 / / •i` 910.7 T o \ 916.8 \ \ 3 \\ 91 \\ /, / -y- �� �\ / /// 4.1 rr// / \O� 1` \ \\ 00� 91 .3� \ \\ 1 \ 13.3 / \'L� / x 9 14.7 \/ / / /' x \ 9 9 909.6 \/- , rc x9u 2 9 / I • ��N `4 xsl 2� / \ ���sl4.s �F4 RL '• 'p \\ c `T\ / / \ \ ) _>-W 1. / / 6- \ � Tc1.77 / \ ♦' r ' _ x 9 I \.b 1 547 g \ 'P \ O o/ / / 18.1 x91�.s .7 /'\,r / / \ / ,rslsv2 MONUMENT \ TO .9SAN \ j SI 3.4 / \ Z1 '0 4 2,� 2 �,�9, / / \ \ 1 i �i \ TOP =909.6 Q `l r TC ` \� / 918.2 > \ �� \ + \ / 9 / ® / 917.0 '� \INV =887.8 � -- \ x� x 18. I /- Q \fix \ ♦O , \ ` \ ,3,9 L \�'`�'�8 x9 3 / T ,` x913.3 �913//l' �I %. �\� NI / xar� !\ I!� 16.5 6 \ \\ \ TG -yc TC / -\ `�� / / x 09.4 N>_908 .7 \ 13.9 •9 \ r / r, �\ G OF FI 2- x \ e \� ITC OJ C 912.2 / 9 4 15.FY J f -�j �� x 9 � J r� X91 /fir® / / 13 9'O �N \ x 91 x917.6 x9� • A • ` , / 9 1-91-70 "40, L 5.2 J _43 - - -- -- - 08.9 x 918.6 \ 6.4 \ 7� 915.7 `` / / / / 4y / 8 \ i91 8 / / TT/ x9179 / D / / 9.4 Q9. a� ' / y 11.9 °j` / x 617.7 / ' . ,Yr x g) °� r \ A- � 5 / 90 9, F "D RLS / / / TC x 19. \ ^ , �% rz ® / / / / \9 9.4 91 / l� \ /� / 'F OAF IRON �;s.o� // F r x�9�7.s / 6 s1o.� Old N / x 91 ' x 8 h // _X t&+ . C/ g \� / / ✓ �• x 919.7 917 10 9�E x \ i �x 999.7 -jy� m / 16. \ x 91x.5 x�f8� x 17.7 Bi 9 1,�/2 � \ 14.0" 1 91 I . / �O \ ` / / ®� \ I • I ¢ �%9 TC INV =903.1 / 912.3 x a 19.3 919.6\ / // �\ ,� \� / // \ 9 . I / /^`1 /�\ \ 9" W \ � •�\ 11.9 e 9(` AA- \` -9fJ 919.6 \ / /i r/\ /� / 1 921.6` �17I6 p 905.8 905.7 \ ul / / / T( O 1 /' K� //i919.7 �/ T,�° r / x 9• / I / I9 / W ^ WATER + \ A r / x918.3 ® a I I I \ v 921.9 / 911. 912.4 0 �/ x 919.8 x. \ / x 920.4 /y �� \ l x EV P 1 / G �� .\ + 0 919 < \ / / \' I .0 905.6 / CON ti' / `` V / - /\ r / x9i / \ x921.8 \ , MP P W 920.7 41 /v xlq•r9.7 \ x 9 I 905.6 y� r / 920.3 / x 920. �/ 92,&0 � ( X91 .C� � 5 5 MP � %rTC4.2 'TC 912. / 920.1 92°.r'� r•a� / x n / \ • •x921.9 0 4 4/ FOUND Y2 °SOLID • j x 921.1 ' x o /N9 2.1 x 922.2 1s x p� �• `� /i/ x92D.a / / /n \ ��% \ T LINE OF THE �I y EC 24 .1 ° / 0� y It IRON MONUMENT / A- 912. / x 921. I x 921. 2 �n� a x 921.. 1 x 0 oo, CB // / TC o, /� 92 .9 \ 21.1 1 \�� x 921.5 / / \ IxSj r 143 TOP912.0 ��' 0 \ / x 921.2 J x 9 7 1 rTc INVVVVVV -902.6 r11 / FOUND RE�BAR x 9z •2 (M^ ' V / 9A x 92� / / x 922.5 \ \ x 9" x 922.8 C _A:) x/3.2 912. / 921.E x 922.2 / i \ 921. O� // TC 92.0 RIGHT OF WAY TAKEN � _ \ x921.7/ x923.0 / X - -t O �j14.3 �`� \ \ x921.9 MNDOT ROW PLAT N� 11 ���,, - PO %= �'� x922. / • '�� I�h A ITC /j / 9 \ \ x921.7/ �� �f 7�_ � xZ2 \ / • 0 x9 4 /i % x x912.5 , s %° �s 923.4 / / /912. ' ` / x 922.�x 23.1 x 92jL.3 I �5 / 5 x 923.3 °r / 1 \ / 7 / / I x 923.6\ i o �� x 9�4 / I 9114.4 / TC \ \ x 921 8 / ® 23.2 � � \ \923.0 \ / M� / x 924.4 \ / / // \n,•/ / \ i \` \. 0L'1_.4 x 922. x 2 .3 / j� / I .8I °j l �4� \ /'/� / f ® x 924.8 \ ` / • 9 / / 911.4 x9 .4 / 9219 / 96. Q� / / / x 923.\ ,'j 923.1 /y x g ; 5.0 ` x 922 /^ 14.6 / Rk C 12 / x 924.8 \/Z \ ``� \t x x • / / q � � fF \ \ x §25.5 1 x I / x 9 01 I l II 9 5.4 N / / e "I \ �\ 1 924. I x I % / x 924.5 x I EDGE OF FIELD �° x923.5 �� � x9?�6.3 `1 - -- 925. x924.5 I / 920.9 / Tc / / �72 . _ I / ` Pi24� \ / \ \` \ ,`' \ \ 6 \ - - ` \ / 1 914.7 / x / / / I5 / -�� \� < \ \ E ��\ / x922.9 / / 2 / 911.8 913.6 �JM � / x 926.5 / / \\ x 925 �4 / x 926.12 �� `�� I \ \ \ / /� 921.0 920.2 x x g y 4. 'r \\ ` I x 925 4 ' R / ' //� �\ `' '\ `, ' \ N, xT, x921.5 / j�'� DESCRIPTION OF PROPERTY SURVEYED // P =912. �� / xp16 �/ / x 5.4 I \� / x 92f1.`tli,i'i C `V L�``T 1�"� � \F I E D �w \ \ \\ • / /INV =90� / o,h / / /� 1 III / , („ , �yt` \ _ ` I \ \ I / x9,99 / (Per Trustee's Deed Doc. No. 550537) 9l \Q �� �iiiii, q i x 926.4 �l { C� 314. / 40 / // �� x )) r,,, , x 9 4.8 924 \ 9 9 1 TIC �> / // x926.6/z / , ��` \\ ��\� �;;;1) I x921.8 9;16 Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the < / /x913.6I/� / 0 1 / e � �\ %rte.' �'✓ \ ���Q xg2 °.3 x Carver Count Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk / 913 2// ,' // \\ \� 9926 \ "�'`� �'' \ \ \ / 919.7 Y p g g g Y / / / �� A // \ / �� �s2s,a / I Highway Number 312. / \ / /d /// \ ss x �/ S x9 4.3 /xg2.., / x920.6 h 915.1 / LP / / TC ` if 927/ 1 x g�7.1 \ / 1 \ // / /j \ x 927./ / / %/\ \\ �I \ x/6726.9 �\ \� \�I I- / / x 926.5 / ; �I 9 %9.7 x 9?7.7� XI. P26.9 I \ 1 x 924.5 / I / /O J / // I .♦✓J 21. \ / \ // �,` / \ �Yl IN I /�/ / x 921.3 9 .0 [,� Ix 911. d/l / ar \Y�® d x 929.9 s 'So ) •\`ylJ x 913 l� 9195 PLAT RECORDING INFORMATION L , / TC v i x 9ja `Y \\ �/,9 6 / TIC5.2 M•/ / \9 3. // �� ° _' �a��i �� -925.7 ,' .8 914.0 6 / 9 0.7 /2 / \ ,� /1 ^• x9274��) \ \ x926.3 xg2 x923.7//,' J`� I x920 I '� The lot of Mission Hills was filed of record on December 30, 1994, as Document No. 175888. / ®TCS7 // \4/ x 26.0 ., \� / o�t'i /i �) �� \� \ __ / // // r //x921.8 ' I p C C l I l I I 9 9.6 / 4 //j�\ /4 1, .��j c�y< i'�q' /r - ° _ - / /' / l / ` I I I 913.0 913.5 ti /` ^ \ \ 27.9 1 �� / x 925. / x 924.4/ / 'o, 919.3 /9154 TC h 915.71 x 21. PPP 4/ \ 4 xg //T -� / I I \ ' 922.9' �/ I [ ] Bearings and /or dimensions listed within brackets are per plat or record documents. ITC / ' x920.4 y 919.0 / 926: F. "4,i ; ` / /,/ x924.6 \\ r x 925.3 \ x 927.2'1 ,,527.0 / i`\ / ry" I L l` /4.4 am' ��' \ /i > ,9 6/2 x9 / \ / j /q� � \ �/ • -4 // x .4 %;1239 _ - \ \ `4.4 \\ /,� I %�'�� x92��/„\ x9 2.2 I 9 9.9 919.4 x 19. I TITLE COMMITMENT 13.7/ \ / �9 I \ \ // \ \ / ` �// / /< �i \ x / 913.9 C 6 ITC / / y I I I \ / III \ N \ a x 924 / x 925. i� FbUND j 92.29 x x 9M.a � l \ 921. RL ,� x184 // �i pl �p 4 / / / xis \ \ // ,' / <\< � \ \ I 1 475 IR '79 This survey was prepared without the benefit of current title work. Easements, appurtenances, and �/� I\ II\ \�� ! / / x921.6 \ �\ ( / ,/ \ \x�2�s \ MONUME encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon \ \ I / / receipt of a current title insurance commitment or attorneys title opinion. V \ \ \ x , 915 8 / 92 x 2.3� \ \\ \ \ / 919.8 I / / 914.0 v / x I V TIC C I/ III \ rn / -914. / 9 5.3 18.0 // pl lb \ \ c2i).S �`$6 \ \ ! x 914.1 I I3 / \ cY / x 922 x 920.9 x \ b92 I �/ / X918 T I1 I� 20. I �x 9 \\ \ rC9 '- 919. �� \ \ x 9)2 .5 \ \`\ `- -91f3- -- \\\ \ \\\ /x922.0 91 \ 9�7. /916.0 914.1 ' //� �h / �\ \` `% I x o� GENERAL NOTES I /2' RCP rn ' _- q1 `\!-- \ \ / / �- \ \ \ 919. I .9 / I CB T P =9 3 9 /' / \ - \ \ / / -, // �ti917.0 \ \ \ v r \\ \ v'/ 1 x / 9 I I Ix 16.8 //� � \ / � � 1 INV =910.1 WII s15•�' Q\ Q \ \ \ -- / / -/ \ \ \\ \ \' ` d xs 6• I.) Survey coordinate and bearing basis: Carver County Coordinate System I BOT= 99.4 Y 914 \ x 921.8 916.3 2 \ \ \ \ ETC x 915.1 I TC / /915.8 \ Q\ \Q \ \ \ f / / \ `\ \ \ \)^\\x 9.8 14.9 \� x Ia I \ \ �- - / �' i\\ \ \ x s�.6 2.) Proposed physical features shown hereon are per site plan supplied to us on December 30, Cn ' �,�\ \\ slls.� I I 9 1.1 I csJ // ` / �/ 2014, prepared by Sperides Reiners Architects, Inc. x _6 1 O 14.71 /' ¢ -_/ \ \ x916.5 C_/ 1916.4 :� TC I �- I III III� -� \ \ \ / x 91 2 \ / ` TC I 15.2 /- / 111 \ \ 7 \ �i \ \ \91 y.� ^ \ / \_ \ x 6.7 ' V I�- l /4 ' ~ I /i RJGIT �y, \, \ \ \ x913. \` �/ - ___L_ _� /" UTILITY NOTES Im 915. / WD� RO q l_�AT NO` - �_ _ �\� `\ \\ \� `� ` x 913. \ \ \ �\\ xg�7, szo.s gl9.o 1E- - - - - -- Ala T 1 -F I L D / ` \ \ y �� \ 14.9\ C x NL= - II I �� -- \ \ \ \ / x917.4 / / Q I ^ - =�-I III 1.) Utility information from plans and markings was combined with observed evidence of utilities to �I6 91 .21 ( �� \ \ \ \ \�� \ \ \ Y' \ x`916.9 /! / 917.0 fC 7915.9 T I ( / � -996 \ � \ \ \ / / \\ \ ,'�\ \ \ \ y177 develop a view of the underground utilities shown hereon. However, lacking excavation, the - - se4 \ \ \ \ - \'`/ \ \ \ \ I L\2 xsls.l \ ul \� exact location of underground features cannot be accurately, completely and reliably depicted. \ 91 91 I.3 \ x 03 1 a x00_ \ \ \\ \ / \ \\ \\ \ \\ \ \ I \ sl I\ 9 4 `M� In �\ \M Where additional or more detailed information is required, excavation may be necessary. I s I I/ ', L -\ ` \ �sII.4 911 ,�\ \ \ \ \ I� / x91 .s ° I o \ \\ 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to 17.0 1 I I'I / - - Jp /� \ \ \\ \ x >1 , x9 \.4\ �� \ \ \ sl •1 \ 1 O O y�I \�� construction or design. 1915.81 I I 1 \ I.Y� \ \C\� \ \ \\ \ / \ \. \ x 9,10.1- ` TC 1 / 916. '% \` \ \\ \ \\ ' \ \ \ \ x913.4\ \x C I 1 / I I ---- - - - - -- JV \ Q ♦ / / //` ^ \ 9-�4� -/ 20.3 � - �sy \\ \� \ \y \ \ \\ / / \ \ \ / 136 I I N ��\ ,'\ 3.) Some underground utility locations are shown as marked onsite by those utility companies x s�\s.3 1 v, \�' `\ ` C \ 9 84 I \ '' X h I t d d t G h St t 0 C 11 t• k t b 1 42880897 o 1 / \ \ \ \ / w ose oca ors respon e o our op er a e ne a Ice num er \ �` Q I _z I 6'8 9.1 x 898.1- 897T \ \ \ \ \\ \ \` \\ \ %'i /// \ \\ 911 \ g�jg l \,\ V i \x 898. I \ \ x .6 \x909\3\, i / -� \ \ fir` � `, 2p 9.0 \V) 1 1\.� 62.54 � \ " �xso6\�,j , / �/ / / _ _ 9185 ,\ /,� 4.) Contact GOPHER STATE ONE CALL at 651- 454 -0002 (800- 252 -1 166) for precise onsite in s I ss7s \�\ \ '' \ \ \ ° / \ `' / �� location of utilities prior to an excavation. T107.4 1 Z II J '/VOOOI /�� /YY \ \ \ �� /' \/ / x9086 \ \ /'/ \ -f7 i P Y 909♦2 ILLJ I\ ISI 8 6 WO 2211W]] j EDGE OF FIE�CQ \\ \\ \ \� \� ��/ /� \\ \\ x910.3 \ x911.3 �� ' !2.1 \ / \ \ 914. 0 1 � \ \ \ \`�- a '\ \ \ \ ' /�F\OUND ,- . 912.1\ �x AREA O i \917.0 1 / '� I /' ( I 96.4 x900.1 __Oa �� �\ _ ' i 'E - \ 896.2 \ ' x a� �SS-71 �_ _ _, 907.2 � _.i A�7t7fv�l R/W \ \ 1917.7 916.91 � ' 1 x 895.3 = 9F5 � \ \ �1IOi �I`�UM x 91 1. ! _ \ x894• 895.1 35 s•4 91 °7 Area = 376,546 square feet or 8.64 acres ITC 30„ TC I � � x 4.8 8 7.6 `- � ST �x 843 'L 9 �- x \ 908.4 g 9 g - - -- 91 \ \ \� - -� 9 8 -B9$ 6 x906.2 1 - _1907.9 i 910.3 = / - - �- - - - - - 916.1 �W R -/ 737.0 ETC 917.5 917.9 \ .8 x 909.5 9\ �x9 +I.tf iJ �/ Q / x909.3 TC E -�Bz�x 136,?0 x 96. o= x ,� x G R A S S 918.1 )918.2 I\ TL 917.9 \ �'iRA \ �$� - � .9 = = x9i F9 x�lS2 x- - -� -9/4- 9 r - EL M. J �- x310.= =9113 - 910.8 917.9 x 917.9\ TC X ��`6_2 915. _ BI8 0 BTL 917.8 TC 9 - - aA/008 -aN / _ \ 917.8 y lg`�� W���y�IM1 B\ �§I7.2� x 9 Imo. �� _ 917. T8600X -' ETC 17.9 -�iT St7t� ��7• - - 91780 W 4� 920.2 \� -� x 916 ,�..I CONIC C TC WWB 2WB � 9 8 WWB _ x� -x g}�_ ` 915.4 918.2- - W� \ 918. 918.1 WWB 917.8 917.6 WWB �9UNK HIGHWA Y NO. 312 Ill, A N I n /1T E:) I / I IT /1 F- \ A/ A\ r-0 I A T N I/\ -1 /_ l 1 -7 1 V I I N v \_J I I\ 1\, 7 r � I �J F V V / -\ I i- L - / -\ I I N \-J ° I \,-J - I / LEGEND O Denotes iron monument set marked BENCH MARKS (BM)- with P.L.S. No. 44890 I.) Top of top nut of fire hydrant on the west side of Highway 101, Ist hydrant south • Denotes found iron monument of 86th St. W. Elevation = 914.12 feet 0 BTL Denotes beaver tail curb 1 CB Denotes catch basin 2.) Top of top nut of fire hydrant on the north side of 86th St. W., I st hydrant CBX Denotes communication box southeast of Highway 101 1 DIP Denotes ductile iron pipe Elevation = 913.32 feet EMH Denotes electric manhole 1 G Denotes gutter Elevations shown are based on NAVD 88 Datum 1 GAS V Denotes gas valve V 0 GP Denotes guard post HCR Denotes handicap ramp HYD Denotes fire hydrant r INV Denotes structure invert 00 LP Denotes light pole (P) Denotes per plan I hereby certify that this survey, plan, or report was PVC Denotes polyvinyl chloride pipe prepared by me or under my direct supervision and RCP Denotes reinforced concrete pipe that I am a duly Licensed Land Surveyor under the SAN Denotes sanitary manhole laws of the State of Minnesota. SAN S Denotes sanitary sewer ST S Denotes storm sewer Dated this 30th day of December, 2014 TC Denotes top of concrete curb TICS Denotes traffic control sign SUNDE LAND SURVEYING, LLC. TCBOX Denotes traffic control box TL Denotes traffic light UGC Denotes underground communication line BY:----------------------------------- W Denotes water line Jm j Leonard F. Carlson, P.L.S. Minn. Lic. No. 44890 WV Denotes water valve 1 V WWB Denotes wood wall base EVG Denotes evergreen tree MPL Denotes Maple tree POP Denotes Poplar tree Preliminary Plat SMT 12/30/2014 Revision By I Date 40 0 40 80 SCALE IN FEET Drawing Tit /e.• PRELIMINARY PLAT OF.- MISSION HILLS 3RD ADDIT /ON Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420 -3435 952 -881 -2455 (Fax: 952 - 888 -9526) West Office: Mandan, North Dakota 701- 663 -5562 35133 Date: 3 121JO12014 Sheet.• I of 1