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TOP =907.4
INV =882.0 SE
INV =881.4 SW /NE
9 7.0 CB
907.2 907.2 INV =902.
BTL
9 7.JC
07.
902 TC
BTL �
-907.6 906.9
x 90 TC
\ 7.
U
s OAS
907.1 � y
TC c�
x 908.3 9'GAL\
s
X 7,8 907.3
TC 08.7 -908.5 / HCR 907.4
909.0 OTCS
` �-c 908.8 BITUMINOUS 907.9
/�%:,p- BTL
�Cp�J�� Reg- xg09.1 x 908.6
T
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12" RCP
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- -G�p, ��
>58.4
C 07.9
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with P.L.S. No. 44890
10.1
9 3
°j
TC
TC
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9�2 TO
x 91 .2
0 �0
908.9
1,Pe 9°d
Q
�O°j
908.7
g 00
e10.6
Denotes
beaver tail curb
TC go
CB
Denotes
catch basin
TOP =907.3
INV= 904.6
90 8.5 C)
TC
i
p is n. , v 08.5 909.2 GAS V L�
x 910.7 �p / �'� GPO 09.7
TC 1 \ 10.0 9 x91 .6 I / 907.\ ��C' 9093 GP
TC x 107 FOUND RLS x 9
X 0�° 08. 15475 IRON\ ° s� r '�
11.6 x91 2 9107 �o / MONUMENT goa. �o�c o9Ro 9 c
/\ \ TC y TC X51/1 . x 907.1 09 dp / 3 910. I
\ �2 910.0
X I.2 /x907.4
/ P / s
0� �/ 9 8.8 9 � Sri 9
\(J 11.9 �� �P
911.6 9 I .7 / 0 Q0 BM#2
�J . TC / 91 1.0 ° �x 1.5 X / 9 sly, ��i�t x 909.6 Tf ice„
� � TC oi`\�� / �xg 7 x907.6 \\ O� HYD
X 91 I.6 x 907.7 x 909.,1 `90 '9 �/ ��O) -off 9 0.8 TC 910.4
�O �A o 9i 'l1j x ® TC
\ 12.2 JQ� g O ! 1 A -7 POP \ 0 °T0 �O�/s TC 9 TC 10.6 WV x 910.2
TC G 911.3 ��` G�' �J h' xgpfj3 x9°8.3 �-:--NQR-TH LINEx�OF.,THE /SOUT (51 11.5
11.5 tr
TC �� 908.4 x 9
x 2.0 / 233 ET & THE 7E /4 0 x910 �'o 91 . 5
or'�'� p THE SW Y4 OF SEC 13 9 s A'�s cS) rc 911. yP� 910.6
I G \ \ 910.8
\ x 912.0 911.5 �`� � �/ °�\� � 0 x 908.8 x 908.7 x 908.4 � � 5
\ TC 6 ) TC ti \ / O Oc 9i TC WV 910.6 SA _x 910.6
10.0 -9$9- X909.3 ACiJ �y/ G INV =810.6 TC
910.3
o
�V �i7�' x912. \ J�
\ / /s����i GCn \ $ Q y 910.6
/ 12.8 / \�a�4-4 911.7 0,� ' x 909.4 x 909.4 909.1 x 9.8 S /Qi�JY��9sq�i 9 3 91 05PC, TC
TC
910.7 x 910.6
�J\ xsyz.2GO��,9�6 /° �X 3 �( x112.2 \ s CULTI VATED FIE / x91�yQ1���'T x -,P s,o\ .TC sy�o 910.2
TC g 1 C7 / I 7 \ \ / / 3 a,� 10.8 Zs ^ TC
\ \ 9 13. I ®f 5 \ x 910.2 x 910.1 x-91 1.0 / 9�!/I.7 ",9A 1 9/ 9107
C \ 00
C P n o O
\ �^ \ ryk RG T 916.8 � \ x 911.3 x 910.6 / / / / / / /x 914.1 \ \O °�- `9 � L 91 .3�
1 / 9i X�t / x 914.7 1 \ / / x \ p
\ 13.3 � �,� 9' / _�� / x914.6 �i.t �O� 9 C 9C.6
TC x 9 2 I x 911.2 FO RL '�'
911.9 / /
°y0 61 1.7 / / x 91 1.5 1 5475 9 �FJ Gp� 909.3
o o'
TC 18.1 xsu.7 / MONUMENT F TC TC \
/ / x 91.6 I ` \ 1_ / / / 916.2 1 \ 09.9SAN
2�/ / \ 910 TOP =909.6
\ TC .4 �\�� / 9\Lj �' 918.2 x 9 x_91 L9� � / / /x 91\ \ INV =887.8 8
/ / x9I3.3� x914.4 , \ �c 3.
X� $ 6 x 18. I �- \ 3 11/7 / / x 8 / x 916.5\ 908.8
\ 9I TE-- TC
\` 13.6 Gj X 9 3 x g 14 1_ X 913.3/ \ �3,4 / / ; 2- 5' PO x -0
09.4 x 908.7
l.s . / / / F�GE OF FIE
OJ TC 912.2 9 4 x1J15f .6 X913 7 x 915?/ / 13 9�0 9>
TC x x 9T� / �0 / � X 16.3
/ g ^ s1$. 917.6\ -x x915.6 / 1
_ / Gc
J o /�9' \- / / / X\919 R =,3 - -9�- \ 9C8.9
� \ �'J x 918.6 -- --- x 916.4 � � 915.7
T913.8 � 9 ._ � 9fE-� x 917 9 / �_ O / c // - -- - 9 9.4 � 909.2
11.9 ° / \ x 917.7 �� x 916.y3/ / x 919.4 916. // 90 I 043D IRON \
\ J3l7.s / 910.2 \
rc / /b .7,
X / / x 16. ,� x 1s. \ x918.5 '�9FB.o� 9i$- - x918.7 -x5181 X1 / x / �\ x919.7 9177 I 2 9 EE 'x988.7 MONUMENT
-911. �o -� ix I
914. INV =903.1 920.1 9 8 8 W
TC 912.3 /� ,x 919.3 6 x 919.6 \ / / / x 921.\ G r 905.7
y / 11.9 0 � � K � x919.6 .6 x 9.8 176 'Q / � \ -
1 905.8 W
rc �� x919.7 �.1 � x 1 .1 xg��� � WWATER
P x 918.3 \
*Aa / 91 I�/ 912.4 + �ryo 0 X 919.8 x 920.4 v \ x 921.9 x 1,4 EVG I i
914.1 %%%
TIC G + \ . / 0(�. 919.8 \ \ -� / \ I 91 .OI 1 N05.6
/CONC o�ti / • J x 920. x x 920 x 921.8 1 P
919.7 1 1$ 905.6 -\ \
x 920.3 x 920.7 \ I I 5 5'MPL W .VN`
x 920.8 v 920.0 ( x 91 1 O \
12. 912. x 920.7 - - x 921.9
s Ic4.2 Q TC / / / / - 920. I x 920.4 -
�� FOUND Y2 °SOLID x921.1 -�\ x9209 -x9722.2 67L
x920 "8 IRON MONUMENT \ \ NORTH LINE OF THE NW Y4---SEC 24 922.1 r' / �V A0� �\
\�Q CB 91 0 / /> / 92 i9 l x 921.1 x 921.1 X 921.2 \ x 921.5 x X 921.3 I \X 01 �x5� / \ 0 t, \ V
914.3 TOP 912.0 / �`ti / 0 \ x 921.2 \ 920.8 / / x 92 .2 1
IN =902. TC
\ / FOUND RE BAR I (��
x 929,0" / x 922.5 \ x 921 8 x 922.8 / (��
V x 13.2 912. x 921.7 / x 922.2 x 921.3 x 923.0
o� TC sz .o RIG\W'f OF WAY TAKEN PEf1 2Lg__ \ x921.7/ -
� MNDOT ROW PLAT NAY I0- 17 i / \ x 922 \
914.3 �`V x 921.9
TC / 9 x 921.7 / x 923.4--- ( / X �a / x
-0 x 923.7 �\ 2 �x I j / x 912.5
/ �j / / x 923.3 �_ \ x 922.7 x 9'123. I x 9 2.3 I /
TC / `
/ TC / I x 923.6\ x oy�,.8/ 923.2 923.0 <
TC
9144 \M / \ / / / x 924.4 \ 24.0 \ "• 2.4 / 91 .8 /
' x 922. x .3
/ °j / / � \ \ / x 924.8 \ � 921.9
X 9 .a / / \x 922.9 / / / / //X 91 1.4
12. �GQ / f�� l / x 923.\ e x 923. I x g x 5.0 t/ 9 6.9
/^ 14.6 `�� hTC / //( / x 924.8 \ / Gam- / x 924.8
c x925.5 X / x9 0 I l III
9 5.4 x 924.1 x / /
9 .I
x 926.3 x 925. I
EDGE OF FIELD \ x 923.5 X 924.5 � _c� � x 928.5 I � "-X 920.9
TC 2.9 ZO / / x 924.5 \ / Y�� \ x 925.6 /
x / Jc / \ I x 922.9 / / x 2S / 911.8
J 914.7 913.6 w / ��� / / x 926.5 J x 925.4 / \ / 921.0
�Rip � ��• / � � x924.4 / X926.2 \ x925.4 x9 x921.5 9202x DESCRIPTION OF PROPERTY SURVEYED
e 1-,' x929.5 CULTI VATED FIELD / /
X \ x9,99 (Per Trustees Deed Doc. No. 550537)
TOP = 912.7 � / / x 926.9 \ \ / x � I /
(\ JO 914.�INV= 909'.4 U� / I / � � �- � I
926.4 x 9 4.9 x 924.3 / /9 9/1
x926'8 /x Outlot E of the plat of Mission Hills, , said plat being of record at the
TC / M• / Xs3� I / Ixs2,.a � � /x911.9 p Carver County Minnesota p g
/ d x929.9/ \ �- Carver Count Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk
> / 1
C X 913J2 / x 926.5 / x 920.3 919.7 ` T y P g g g y
T / �. ` 71\ / \ �s2s.a/ / Highway Number 312.
/ �v \ I x g�,3 x 922.9 I /
x 920.6
915.1 I LP /
/ / / // \ x 927.6 / x 927.2 x g�7, I \ I 919.7
C TCXy�, / D x J \ x 926.9 / x 926.5 / x I0V
927.7 1 x 924.5 � / x 921/3 9 .0 /a x 91 1.7
-J / �11 • 21. \ I \ / x926,6 /�/ 923.0 111 I 919.5 x PLAT RECORDING INFORMATION
913.44 \ / x 926.8 ^
915.2 TC CO x 927.8 /\ � (;
TC 914.0 / of � 9 0.7 923.9 � � / � x 925.7 I x �I 8 I
(b \ x927.4 x926'3 _ -g I x923'7 / I x920 I The plat of Mission Hills was filed of record on December 30, 1994, as Document No. 175888.
® TES 7 / \ Ix 926.0 9� ' / x 921.8 I lk
1 913.5 ti I ' I 9 9.6 / \ \ \ I x'927.9 / / / x x / / 919.3 I I /J913.0
915.4 TC /, 915.7 x 21.8 \ \ x 926 / / 925. 924.4 x I I L
_ TC I Q d / I \ \ / / 922.9 I [ ] Bearings and /or dimensions listed within brackets are per plat or record documents.
923.8 \ x 925.8 � I x 920.4
919.0 \ \ \ \26.1 / / x 924.6 / I
/ N
x 926.3 \ x�z x 927.0 �9 612
L/
\ x9 /4.4 `
\ `4.4 / x923.3/ x92.2 I 919.4 x 19. TITLE COMMITMENT
J 15.6 913.7 I I \ / x 9 '4 923.9 9 9.9
C ITC / \ \ x 926.4 x 925. I^ x / 913.9
rn 91 922.9 X x924 4 \ x 923.8 / �- ---� 921.x FVUND RL ` Jn s
9188 /• /J \ / /,X 1 475 IR 7V / This survey was prepared without the benefit of current title work. Easements, appurtenances, and
x921.6 \ / x922.6 N�ONUME T / encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon
J 9158 \ \ x receipt of a current title insurance commitment or attorney's title opinion.
C 9�C ° _v \ \ / / / / \ X922.1 922.3 I 919.8 I /
_ V I
x 914. x 920.5 -� \ \ / 4 x
\ x 922.6 I 914. I
9 S.J 18.0 \ \ \ / x
18\ 20.1 _x 92\ \ x.92 922,.6 /x 920.9 �g x \ 921.5 \ \ I
/ x
` � \ �_ � 920.2 \
9�� \ \ / / / \ / x 922.0 91 5 9 7.
TC6.0 91 I \ /- _� x 915 -922 1 9119.9 91�.9�
\ \ GENERAL NOTE
x 91 7 x
TOP =9 3 9 / -Z \ \ / / \ \ \ 921.7 ) I 1
/ 6/ I Ix 16.8
l 9 0.
�1 INV =910.1 W 915.3 \ \ / �_ /- -X91 \ x x 9 8. x
�> BOT= 99.4 914 2 _ - \ \ \ f - _ \ \ x921.8 / I.) Survey coordinate and bearing basis: Carver County Coordinate System
916.3 TC x 915.8 \ \ / / \ \ / I y
TC x 919.1 \ \
\ x 9.8 0
/ \ \
N X 4.9 x 91'6.6
\ \ �- -- - --- �--- ` / 9 1.1 UTILITY NOTES
O 915. x956\ \ rnLi7
IZ 14.7 \ \ \ x 916.5 / \ \ \ x 920. I (V
TC TC 15?/ � /��u_ '� - - \ \\ \ \ -IS/2 x9,4.8 x91,9.7 / / I ` ICI `-' l.) Utility information from plans and markings was combined with observed evidence of utilities to
r- RyG�T 0 \ \ \� \ x913.2 \
in 1� ' \ \ develop a view of the underground utilities shown hereon. However, lacking excavation, the
915. / MND9T- ROVE\ PZAT N0. -(-6 -� \ \ - _ / \ \ \ / x9117.1 szos
/ / - _ \ \ / / ` x913.3 \ \ ,ss�s.1 / X 919.0 exact location of underground features cannot be accurately, completely and reliably depicted.
�6 T 1�A- E, D' -F I--E�L � / \ 14.9\ X917.4 \ I 1 Where additional or more detailed information is required, excavation may be necessary.
TC 7915.69r 2 I ( / -986- ` \ \ \ \ �� \ \�s,s� \ /' / g�° 1 w
x 917.7 -
11I� /g� �; �x 03.1 y \ \\ \ \� \ / / - \ \ xs172� x91611 \ 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to
91 1914.31 �g - x903.0 \ \ \ \ / \ \ \ x91 "11 �� construction or design. 4 L0
is \ \X \\ \dos. \\ �/ )9 X L� 41
9,7.0 I II / / -moo \ \\ \\ \ \ X911= X91 x910.4 \ \ \ sll x91 .s OI 3.) Some underground utility locations are shown as marked onsite by those utility companies
TC 9158 I I III \ \ \ \\ \\ \\ \ \ / \ \ 1 0 whose locators responded to our Gopher State One Call, ticket number 142880897.
1 TC / 916. I I I 1.2� \ \\ \ \\ ✓ X 910.1 \ x x 913.4 \ ILA -
TC \ \ \x914.0 - I 2 °'3 4.) Contact GOPHER STATE ONE CALL at 651- 454 -0002 (800-252-1166) for precise onsite
TC x9A6.3 U) J � \ \ \ \\ \ \ \ \ 136 I
\ 0 6s - \ \ \\ \ \ sls•a� I location of utilities prior to any excavation. goq
Q Z I I I ' 9.1 x 89BA- �+- 8977 \ \ \ \\ \ \ \ s 1�3 1 \ k9 ii9 i
J �. ( III %� 62. 5'7' \x 898.1 \ X 6 \ \x 9 .3\ \ \ \ \ \ \ \ \
w91C7.4 TC m P 16" 1 I I I 897.6 / V O °0 / '32'W � \ \ \ \ \ \ \\ X x 908.6 \ \ x 909.2 \ \ \ \ a.3\ -r�f7 ` 9, 9.5 AREA
U \�, 1 I II J l - ag�� 12211W]�� EDGE OF FIE'Lp \ \ \ \ \ x910.3 x911.3 /7 \ �s12.1 \ \ 91�
o� I I9/ /86 \ \ \ \ \ \ \ FOUND 912.1\ �X Area = 376,546 square feet or 8.64 acres
917.0 (� x 900. I \ \ 903\ \ \
U - / / X96.4 _ - 896.2 \897.9 X 907.2 A UiVi I� M R/W
917.7 916.9 am ( - �
~� \ \ \ MONUMENT x911.2\
TC \\ TC x 895.3 895 1 900.2 6.4
30" Rt P - x 894. 8 7.6 910.7
S$$SSS \ -
�a x I x
= 89 xP= x 6 \ 908.4 9 9.8
906.2 1 i 910.3 / �- -
�� - _ _ _ _ _ X907.9 J R =l 737.0
m W� 4 _
9I 8.1 917.9 �+-C 3 8
x 909.5 x 909.3
TC 917.5 E -,2 ~ x 9t I . if - xyQ -- iJ ° / Q / 7
Tc�x0 .o_ -x ,� - _ _- = 911.1 u "%`-F s,o a G R A S S
917.9 \ `1°i�A \ X89 o 9F9.9 -_ -_ x
918. I 918.2 TL -_i -- 9119 x 9132 x- - - -9 I_. �.J =9I 13� - - 910.8
917.9 TC X2
918.0 917.9 x TC �� �9f�- - -_ FOOD- -W / - -
BTL BTL 917.8 917.8 ylg 4 WWR �_ `/ fig\ �9l,7.2- x 9I�.7� -
91 CR 91880 X - ' 7 TC 19 - -�Ja 7.��g 5 - 88 7. 17_5 91780 -&F 918W 4 �� 92D.2� 91 x9+6.1 15.7 -
CONC 18.4 WWB 920 0 _ WWB 9f� \ J16 4- Q-X 9{6-L x 915.4
91C.2 TG 919 r- WWB
918. \ 918.1 WWB
917.8
917.6
WWB
TRUNK
HIGHWA Y NO. 312
N A N I F-\ r-\ IV I I N LJ \/ I- I\ I \ 7 71 1 U I 1VnV /^\\I '�� L_ /n\ I I\N U< I \,J - I /7
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
BTL
Denotes
beaver tail curb
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
DIP
Denotes
ductile iron pipe
Elevation = 913.32 feet
EMH
Denotes
electric manhole
G
Denotes
gutter
Elevations shown are based on NAVD 88 Datum
GAS V
Denotes
gas valve
GP
Denotes
guard post
HCR
Denotes
handicap ramp
HYD
Denotes
fire hydrant
INV
Denotes
structure invert
LP
Denotes
light pole
(P)
Denotes
per plan
PVC
Denotes
polyvinyl chloride pipe
I hereby certify that this survey, plan, or report was
RCP
Denotes
reinforced concrete pipe
prepared by me or under my direct supervision and
SAN
Denotes
sanitary manhole
that I am a duly Licensed Land Surveyor under the
SAN S
Denotes
sanitary sewer
laws of the State of Minnesota.
ST S
Denotes
storm sewer
TC
Denotes
top of concrete curb
Dated this 4th day of November, 2014
TICS
Denotes
traffic control sign
TCBOX
Denotes
traffic control box
SUNDE AND SURVEYING, LLC.
TL
Denotes
traffic light
��k-
UGC
Denotes
underground communication line
By: _ --------- - - ----
�G�Y� -C
W
Denotes
water line
Leonard F. Carlson, P.L.S. Minn. Lic. No. 44890
WV
Denotes
water valve
WWB
Denotes
wood wall base
EVG
Denotes
evergreen tree
MPL
Denotes
Maple tree
POP
Denotes
Poplar tree
40 0 40 80
SCALE IN FEET
Revision I By I Date
Drawing Tit /e.•
BOUNDARY, LOCAT /ON, TOPOGRAPHIC
and UTILITY SURVEY FOR:
SPER /DES REINERS A RCHI TEC TS, INC.
CHANHASSEN SENIOR HOUSING
SUNDE Main Office:
9001 East Bloomington Freeway (35W) • Suite 118
Bloomington, Minnesota 55420 -3435
952 -881 -2455 (Fax: 952 - 888 -9526) L ND
West Office:
www.sunde.com Mandan, North Dakota 701- 663 -5562
Project: 20/4 -179 Sk /Pg:685/33 Date:
Township:116 Range :23 Section:l3 1110412014
File.• 2014179001. dwg Sheet.• I of 1