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<br />FIND PINCH TOP
<br />0.68 EAST
<br />0.56 NORTH
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<br />PC Exhibit D
<br />"".Z N89°23'32"W 730.00 N
<br />\050 J o
<br />u 051.3 WOOD FENCE 052.3 1053.1 + 1042.7\ 10
<br />1051.3 Woo x 1053.1 1052.2 44.8 1 104.3 94. 040.6 1040.2
<br />1.2'/- 50Z MAP 6' monommial_MAP 6" 1051.E 1049.1 J046.4 x�xx x x .e x x x -x x x 1037.3 x WOOD FENCE 1030.5 x 022.1
<br />ELM 10' 1052.7 x 51.9 051.4/ 0.1 1049.0 x 1043.8x -
<br />1 ELM 8" APP66 MAP 6" MAP 8'� 052. MAP 8' PIN MAP 8" ELM 10/ ` ELM 8" I x x Q50.2� -\ -6 041.36"N 6" � � \\ \
<br />ELM 8" MAP AP 6' I 050.8 x yp \ \ \ x *111, x 40.2 ` �`x 10 5.7\� \ V \� �\ x 10229
<br />ELM 8" x1050.5 \ i MAP 8 MAP 6' 052 yx1051.6 \ \ z P 2XI�� OQR \ OQ�� \ I \ \ I \ \ \ \ \ \O� \ \
<br />049. ELM " X 1051.9 I OS \ YOS \ _\ \ 1 1 1 1030 9
<br />1 \ \ A,
<br />x 1052.9 2 \ Q \ MAP\ " \ \ \ \ �0 \
<br />MAP 6" / / L0 -/ Y10528 - x1052.8 \ x 1050\. \ x 1048.6 \ Og��\ \ \ I 1 \ \ \ \ \
<br />X
<br />49.9 / x 1051. �05� � \ \ \ \ \ _ \ \ 1
<br />L 2'/- 49.7 /� �/ \ I 1042. \ 1 \ \ \ \ \ \�O'- \ \
<br />/ -1054 \ \/ \ 1 \ \ 1 \ \ \�O \
<br />/ \ 2 0 \ \\ 1 I037.� \ \ v' \ "\ � I927 I
<br />/ I
<br />/ x x 105 .5 x 1050. \ MAR 8" \ 1 \ \ \ \ x 1040.7 \ \ \ \ \
<br />PIN 32" x 1050.8 PIN 28" ) PIN 16' PIN 36 \ \ ` \ \ O \ \
<br />PIN I �/ 1054.4
<br />24" 1
<br />PIN 22' \ x 1053.8 MAI' 20" x 051.2 � 1 \ i� \ \ \ \ �� \ \ \
<br />X Id 0.7 105 t1W_a�,..\__iese-lase-P 18- _ A 5 _ 'O A YI P 30'PI 16"1 16
<br />PIN 'S �X \\ x- �3.4p 2E � -� IN 3 M 2� P 20' 8 '� '� gym - \ � \,-� \ \ '. \
<br />D.. \ - �e-lase ease -lase nese- - 03_ .5 x nese nese��-
<br />1051.5 PIN 2 10 .ar--\�PIN/28" x 1052.6 \ E MAP �Q \ \S��T \ I-,
<br />\ \
<br />AP \ \
<br />X MAP 611 * 28 dIN�24 PIN 30' PINI 53.8 P�B * PIN 12" �x053.9 / / \ PIN 2X16.. P Soso \ ��2 \ \ Y° \ \
<br />II
<br />I SPR 12" SPR 24 �_ 1050.9 MAP 14' ............. ::::: Q4 :r. mos 18' \ \\ OF I \ \ \ `�6'\ \ \ \
<br />) I
<br />CED 20" CED 12 '%PR 20�-x 1051.8 / x 1051.4 �4 I'r:::::::::: c� \ \ \
<br />X 1051.5 / * / SPR 12" \ x 1049 6 1 AR;;2h:f,.:::::::::: mos 4.7 \ \ \ \ 1039.0\, \ \ \ x 31.7
<br />,1 x
<br />PIN 28" SPR 14' x 1051. 10
<br />052. %� x_
<br />BOX 8 \ i/%i� I / .. .::::,,::: \......::..::..:::::::. \ °� \
<br />-------50----1- 0) \x1054.1 CED 16" \ MAP 116 \ \ IN -1
<br />\ \ \ \
<br />X 1 D -_ /
<br />y� \::i:`.ii.
<br />i. I x /' r _. -N ::::::::::::::..................... .. 10" 042. 0 \
<br />n ...::::::::::::::
<br />5 0521 �'
<br />X 1051.3 m / � \
<br />X 9 I O x 1053.1 _\ \ f�:AN..:2 "::.i..... \ ;;;;. / \ \ 1\ \
<br />Ln 1051.9 O SIR 22 I I `:if047.`0>,:` : iii:. `iiiii»;::: / XI
<br />051.2 % \ n O \ \ \
<br />Q 1054.1 x 1052.3 \ o is `i>. Iz X11037.1 \
<br />E 5:::::::::: E#FS:::.
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<br />HAC 6" v G.:;;;;: \::::::::::::::::.... ............................. I� x 1033.1
<br />N N W x \ C\ x 1052.0::::::a45,C�3::i:�:;i: \
<br />r7 I / 053.5 "� ��/ x \ \......:::::::::..:::..:::..:::..::::.
<br />,01 1052.2 ..... ..:: \\�
<br />J / x 1052.2 �\ S\�w t:.. x d PRO fl E13 ° \ \ 1 I I
<br />1
<br />c c
<br />O 0 L
<br />x 1� \
<br />1052.4 �..............:.::.....
<br />0 o H- 5 BIT JMII\int}��..::::::..........................................
<br />�p Q / � x 105 .7 � \-x-1053.6 I '��� I� \0 \ 1
<br />0 0 Ln � \.. o INV= n ... \ I 1 x 1040.6 I I
<br />0 J 105 x 053.0 x 10524 \
<br />l
<br />(n cn � 0- 105.9 xl�x.IPIN 6 I I \ L- Wl� § 14" "1049.4 G� r' c 0' :.:.::::::::::::::::::::::.:::. I \ I I
<br />Ill05 2 P 5 d' a,:?p:..::..::..::..:. I
<br />\ \ \ x Ios26 P 55' \ �:::::::::::::::::.:.
<br />OI\ / x 1053.1 052.6 0 R 20 c' \L FE .::::::::::::::::::::::::. .. I x 104 6 I
<br />W O MAP 6" m ( ELM 12" / / x 1052.8 Q G� $ cS MAP 16" JCS
<br />1
<br />52: h
<br />I I
<br />u7 x \ NP . ` 6AP 2X4" PROPOS D: I \ I
<br />\ ELM 10" / x 1053.3 8 x 1052.6 i� S 2 6. 5 x 103 6
<br />� � O x 105 C \6 \ `'' \�' BITUMIVQ S Qk�
<br />cn cn N x 10522 ' 105 6 : ELM 2" F O E MAP k4v 2p I I I
<br />X
<br />50
<br />I
<br />° x x 1052.2 I &ELM 12' *PIN I4 PIN 8" 05 201 ��O FF -6 -- I. 6 MAT 18 5. \ \ I 1
<br />-' � �� \ Q / \ x 141.4 I I 1
<br />\ \ O II 52.2 ---- 10522 I ELM 10' --\- -- PI 12" - UNIQUE J - ----.: .........--------- ` C'O O : e1\�O S (0 �6 M� 2- 2 --- �; « . ..
<br />I� I 1
<br />70.0 I
<br />� w O x BOX 215.8 EX/ST/NG ------ -- 2$�ROO�.'� cP fE ��O :,... ... L\10 \ �_ I I 1
<br />Z: z Ptrd�6' X(1053 0 I 1
<br />0 0 I I BOX 8" / I HOUSE �O��C� \6� "Z-3 �� \ FE111111111111111111 =1055. \ --rI0429 I I ` 1 1
<br />ELM 16' �• 9 ..."' .`..`........ o E=1055.5 of �
<br />/ FOOTPR/NT
<br />o x I
<br />2.3 �O �P P flPO S ? :.::::.:: :.::::: PROP SED B A N , o z� 10 1 5
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<br />J 1105. x 1052.1 ? �j 4
<br />$ 105% GP x051.2 X° IQ IO UMtNfQ f ,:::::::::::::::NfA, 18 16� BFE�1042.0 Ivi I v o I I 1 I x 1035.9
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<br />a� x I !� 051. / -1052 ( 052. lb 5 ............. \ \ - -- I-� I O I I I I
<br />CO 1051.3 x 1051 ALM 16 x \ / I x 1052.2 SPR 20" SPR 18" i� 2 8 x j�51.5 d / 1 Ir 1
<br />911 11 . O T
<br />Lu � X � 0 I -rLM 16" I x 1051.7 / t� \ 1 � x .cl l d� , O ° p 1047.6 \ I
<br />o Q j x 1052.2 �. I O j l.8 ° Q P a/ x 47.7 \ 70.0 L � I x 1 1.5 1
<br />0 ELM 6" / C SIPR 14' x �\ �x'I 19 \Oh /OS / .° QO�\ a °%° 50 4 x I / / x ) x / I \ I I 1 to
<br />\ / \ .: � _ 1 1051.6 % 1 49./ it P \ 1 w
<br />\ _/ @ _ X 1 )` / F\R 40" rZ t ;; G fix` O I 6's SP 14' H 20'1 1 / I \ T
<br />051.9
<br />048 I z SPR 6" SPR o QOO k� s `x 10.7 o x I g x 104 8 1 I
<br />\o -1050 0 0 11 2 O� oc M 22" x 051.7 12�I O l
<br />�/� x 1050.2 x 1050 SN SF 6 MAP22 E� f �tK J / 043.1 1><,/ I I I
<br />-� x 1050.5 x 051.0- X 105L2 x 51.1 �' I x 1050.4 1049 8 \MAP O d / POQ I I 1 1 I
<br />1350--' I � O 0' x 37.4
<br />\ T / I I I I I P
<br />49.4 PIN \ m 101049.6 . o x 049.9 V,
<br />'� O x
<br />PIN 8" WPIN d .... .. 181, 1049.9-- _ rA x I � \ 2 / % 1 0 052 0 k 1042.0 l
<br />I 1049.3x x 1049.6 x l X 1050.1 x 050.�1049.8y x 1049. \OS � x 1040. I
<br />...
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<br />49.2 x 1049.3 I o x 1049.6 4
<br />o i x 04 �ese��ese �a tee- nese ase-�esg-ase / I
<br />- - _ \ 1049.0 1048.6 * ... \ / I- , �( - 48ij 1050 � /
<br />, ... �Ex T
<br />\ I , P 24" MAP 10 _II - - SPR 8" P 8" �6' / / o x 1042 O � ! I I
<br />\ 1049.1 048.3 \ � - X x-1049.0 / \ AP O \04$ / T / /
<br />y \ \ BOX 8 I 048.2 \ Jp4� HAC 16" � -_ / / x 1039.7 I I
<br />} x \ x � . \ x 104 PIN 8" / x AP 6" �Oq6 � /
<br />x 047.1 x 1047.4 MAP 48.0 041- .......\j..... � - �'� 1048.1 x 0 7.4 047.3 � / / x 1043.1 / / / / I I
<br />/1 -1046 \ M P� Slx CCCSSS
<br />1045.8 1 46.7 1047.6 .
<br />9 a.:::: x 1047.9 ' /x I
<br />X 107.3 0 1047.6 / �- ____/
<br />/ / / / 041.5 O�
<br />x 1047.4 x 1047.7 \
<br />yp MAP 6" 1047.3x _- - \ \ . AP 22' x __1 'ORg �� / /4 / __/
<br />/
<br />AP 16"C G _..x 10 3 / 1036.2
<br />X�q"_� 1047.6 / / x 1046.5 PIN 8' ELM 12' ELi�6'� / /
<br />x Ia \1045.3 \ BOX �" x C�J,
<br />0" \ 1046.9 \ - 0�9 / ELM I � F<M / N/ / / / x 1041.8 x 103.7 /
<br />PIN 6 x 10 / /
<br />X \ \ / 1046.4 046.3 �0�6i x 1045.6 PIN 4" 14.46.4- - -1046 � O� x 43 �� / / / / / O,e
<br />LAC 14 / x 1045.7 / / /
<br />\ ,1Q,\ -z - l � 1044.0 / / / / � o3�/ /
<br />Q 1041.0 ��\ o \ 0"-1045.0 x x 10 6.5
<br />8i \ `.` \ \ \ / 046- 04 1045.1 �x 1044.8 1044.3 / / / � 1042.0 / / T3 /
<br />�s 1045.8 x \
<br />44. 045.8 / �/ / / / / / 1-1
<br />/ / j 1 41.1 x 1039.8 / /
<br />L ��. / \ 045.1 / / / / lb
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<br />\ / / x 10 7.5 JO x 1033.0
<br />\ N\ \��y/�\ \ X045. �0� / x 1044.1 X044- \ x 1044.3 'j / / Ix 042.9 x 1041.7 / / / / / / "I
<br />\ \ x 1043.5 x 1043,\ \ � / / / /
<br />x 1044.2 % /
<br />\ \ \ \ � \ o 043.9~044 x 1044.2 �//::: _ \i x 1043.8 x 1043.2 � / / x 1040.6 1039.1/ / �103� / ,-
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<br />09.4\ 1-11
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<br />�_ /'..':'. \xH1044.0 _-�- � - ,`� ��/ D,e / / // //
<br />�� \ \ \ 043.4 x 1042.9 x 1041.7 0� /x 1037.7
<br />�Q /\ \ \ / \ \ \ 1043.8 / i x 1042.4 x 10424 / / / � / / 1038.7/ /
<br />\ \ I \ � \ \ \ I- � x 1042.6 / � 104 - x 1042.4 � � x 1039.9 /
<br />�4� �� \ \ \ yp4 � �\04r - - x 1041.8 / / / /
<br />ACV Qv 0 4.9\ \ O��\ \ / \ 0 \ \ \ \ \ 1042.6 1042= x 1041.2 x 1041.6 - x 1041.2 0 / / x 1038.6
<br />X 1040.8
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<br />CO (b\,\Yo
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<br />0 V \ OLR \ / \ \ _- \ \ 1041. /\04� BLOCK 1
<br />o \ \ \ ,� \ \ \ \ \ \ l _ LOT 2
<br />\ \ yp3g� \ 1039.8 � i
<br />/ 1039.7 ::::::::.
<br />\ \ y°`� \ ,<\ � \ \ \
<br />\ \ \ \ \-- _
<br />\ \ \ ...- 1038.9 �1038� -
<br />I)�.'Q�_\ Yp \ \ / I \ \ o \ x 1036.3 \ \ 1038.7 -_
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<br />\ Y0 \ x "'p3 \ � x 1037.2 _ice \c\
<br />\ E� \ \ \ \ \ _ � � x 1036.7 - - - --1036 n
<br />\ \ \ \ \ 0 1 \ \ 1036.7 x 10 .2-` `/ I-\
<br />\ \ \ \ BOX C \ 1036.1 ''' .... i \
<br />\, \ �\ \ \ \ SEPTI \ 035.2 ...
<br />�\ \ \ \ \ \ \ iuLANHOLES RE LL 1035.3 .22.4
<br />0.7\ 035.5 :.:.:.. �
<br />�A \ \ \ `14\ \ \ S 35.2 -I GFE= 1034.7 1 ° a �::: 1034.7 ' -
<br />\\ \ \ \ \ \ \ 1034.3x 034.7 0 1034.7 X034.8. .- - -X034
<br />\ \ \11
<br />\ \ \ N, Y x 1033.E \ 505 0 r No a d ..�.::.
<br />\ \ \ \ 0`�� R TAINING l03 9034.4 r7 �ONCRET '° .
<br />> \ \ a'k \ \ \ \�\ L - DRIVEW Zo::: -_
<br />\ /�
<br />\ \ � Ssk � \ \ \ 0�2 033.9 ✓a � ::
<br />\ \ \ / ', �� \ \\O�\ \ 103,5 1034.0 _ 16.0 034.6 5.8 a 033.0.
<br />1-1 \ \ //� ��� I'll \ x 031.8\ � '15.5 2 �\ x WOE= 100 . ° 03.4 033.2 .2 032
<br />11-1 \ �/ \ \ \ Asq \ 0 034.7 1034.3 y
<br />_ _ EXISTING OU 10322 South Line of NE 1/4, SW 1/4 of Section 32
<br />\ \ �`so.4 \ WOE= � 033.8 1033.1 0� 4XX North Line of SE 1/4, SW 1/4 of Section 32
<br />\ \ 1034.5
<br />\ /\ \\\I \ y0P\ \E\ININ�_ 7 02.5 48.3 03. 033.b /
<br />\o 1-1 O\ \ LL E 10 � / 1030.0 :: 1030.1
<br />\ \ / \ 1 \ \ \ \ \ N0\O 030.6 0 I. 03\2.4 1033.0 o �3.3 / Z
<br />\ / \ \ \l \ \ 11�00 \ \ \\t asst I. CK � i x 1031.4 / x 1030.4
<br />\ \ j \ \ \ \ \I \ \\ \\ \ \430.0 �631.Z /
<br />\ \ \ 0\ \\\ \ °�4 \ \ \\x 1028.7\7 � x��29 8 / /
<br />\\// \ \I- � \ "Vo
<br />\ \ \ \ \ _\ x10295 ---x�--&4t,,` / 027.5
<br />\ \ \ �G\ \ \ \ \ \ \ I-,1027.3
<br />/ I--- o
<br />\ \ \ \ - - ��
<br />_ \ \ \ \ \ \ \ --/ �O:.
<br />/ \� \ \ \ % \ \ \ \ \ \ � - - - - - �� Existing Elevations - House #1 Proposed Elevations 1 2,�
<br />\ \ O' \ \ \ - - � / %\ Garage Floor Elevation = 1034.7 Proposed Garage Floor Elevation = 1055.5 ~
<br />y \ �\ \ \ \ \ \ \ - - - - - B� -- Walkout Floor Elevation = 1034.7 Proposed First Floor Elevation -1056.35
<br />\__< \ \ \ \ \ \ \ \ _ _ _ _\ �c --alk Walkout Floor Elevation = 1034.5 Proposed Basement Floor Elevation = 1045.46 I
<br />nyo\ \ � \ \ \ \ \ \ \ \ \ - - - - - _ �Oz4 8 1024.9B� Proposed Golf Sim. Floor Elevation = 1043.52 c x U
<br />\ Proposed Barn First Floor Elevation = 1055.0 a a� Fence ties are shown on the
<br />R\ / \ O/ \ \ \ \ \ \ \�� ft Existing Hardcover Proposed Hardcover m° _ I tL J side of the boundary line that
<br />\ / T \ \ \ \ \ _ - - - - - _ \ \ � Net Lot Area = 1,297,369 S.F. Net Lot Area = 1,297,369 S.F. X the fence is located on.
<br />\ \ \ \ \ \ House #1 Area = 2,255 S.F. Proposed House Area = 4,246 S.F. I
<br />�.:...:.:.:.:.:.:.:.:.:........ 013.7 \ \ \\ \ \ \ - _ - _ \ \ \ House #2 Area = 2,430 S.F. Proposed Front Porch Area = 688 S.F. r 4 /-
<br />\ \ \ Screen Porch Area = 78 S.F. Proposed Cabana Area = 239 S.F. x
<br />. \ : -) 0, \
<br />8 \ \ \ \ _ - - - \ 1022.8 Bit. Driveway Area = 8,150 S.F. Proposed Pool Area = 800 S.F.
<br />.\.. ...... ..... � .. \ \ 1022.7 Y p
<br />\ \ �\ Conc. Driveway Area = 1,061 S.F. Proposed Pool Patio Area = 1,713 S.F.
<br />o.....
<br />\ Conc. Walk Area = 128 S.F. Proposed Barn Area = 2,800 S.F.
<br />\ ...\... \ \ \\� -� \ - p -
<br />......o..: \ \
<br />Paver Patio #1 Area - 336 SY Pro Proposed Bam Cano Area - 209 S.F.
<br />�................. \ \ p Canopy 5 5
<br />�
<br />014.6'.'.'.'.'.'.'.'.'.'.'.'.'.' . .
<br />�
<br />---:,*/O/ 2 � .............. \ - �\ Paver Patio #2 Area = 430 S.F Proposed Bituminous Area = 7,963 S.F.
<br />\ \ \ 015.2 \ /\ oy \ \ Pavers Area = 177 SY Total Area = 18,658 S.F.
<br />\ ...
<br />j:
<br />....................
<br />\ ............... ...................... \ ��--:-
<br />\\ \ Retaining Wall Area = 74 S.F
<br />4..2 ................. \ \\ \\ --- .....:.:.. Deck Area = 26 S.F. Existing Hardcover (to Remain)
<br />/....
<br />\ \ �.......... \ 0N0 \ 020.6 1020.9 Total Area = 15,145 S.F. Ex. House #1 Area = 2,255 S.F.
<br />\ \ 016.4 \ \ Coverage = 0.01% Ex. Bit. Driveway Area = 5,599 S.F.
<br />/...................... \ Ex. Conc. Driveway Area = 1,061 S.F. - J -
<br />I ......� &.... Ex. Conc. Walk Area _ 128 S.F. 0 0
<br />\i\ M/ \ Ex. Paver Patio #1 Area - 336 S.F
<br />~\ .% \� \y� 9� .. 7 Ex. Retaining Wall Area 74 S.F
<br />I . ..... Ex. Deck Area = 26 S.F. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
<br />_.....
<br />..
<br />i \ 0/8 \ Total Area = 9,479 S.F. BEING 5.00 FEET IN WIDTH AND ADJONING LOT LINES, AND
<br />.
<br />016.2::... \::
<br />,,(( \ BEING 10.00 FEET IN WIDTH AND ADJOINING STREET LINES
<br />�L \/p o o......\...... _
<br />\ r \ AS SHOWN ON PLAT
<br />9 oy.r, \. /0722 \ Total CombinedA rex 28,137 S.F.
<br />. Coverage = 0.02%
<br />\ \�\
<br />. �. \
<br />\ :::0..... ........................ ............
<br />�.................. .................. 1018• a DESCRIPTION OF PROPERTY SURVEYED
<br />..:.:: .. o Lot 2, Block 1, HILLAWAY FARM, according to the recorded plat thereof, Hennepin County Minnesota
<br />I \ 018:4: 1018.6 HU g p p tY
<br />...
<br />........-.. o. 018.7
<br />01EI. : STANDARD NOTES
<br />SURVEY LEGEND \ :7 io- ;;� . ....
<br />0
<br />CAST IRON MONUMENT
<br />©
<br />PIEZOMETER
<br />WOE
<br />WALKOUT ELEVATION
<br />O
<br />IRON PIPE MONUMENT SET
<br />ca�
<br />POWER POLE
<br />FEE
<br />FIRST FLOOR ELEVATION
<br />•
<br />IRON PIPE MONUMENT FOUND
<br /><
<br />GUY WIRE
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />X
<br />DRILL HOLE FOUND
<br />RD
<br />ROOF DRAIN
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />X
<br />CHISELED "X" MONUMENT SET
<br />FLs
<br />LIFT STATION
<br />LOE
<br />LOWEST OPENING ELEV.
<br />X
<br />CHISELED "X" MONUMENT FOUND
<br />(S
<br />SANITARY MANHOLE
<br />CONCRETE
<br />*
<br />REBAR MONUMENT FOUND®
<br />SANITARY CLEANOUT
<br />BITUMINOUS
<br />A
<br />PK NAIL MONUMENT SET
<br />s@
<br />STORM MANHOLE
<br />--..-a---L-
<br />BUILDING SETBACK LINE
<br />A
<br />PK NAIL MONUMENT FOUND
<br />®
<br />STORM DRAIN
<br />CTv
<br />CABLE TV
<br />®
<br />PK NAIL W/ ALUMINUM DISC
<br />®
<br />CATCH BASIN
<br />D
<br />CONCRETE CURB
<br />SURVEY CONTROL POINT
<br />4
<br />FLARED END SECTION
<br />-- - 960
<br />- - CONTOUR EXISTING
<br />❑A
<br />A/C UNIT
<br />TREE CONIFEROUS
<br />9so
<br />CONTOUR PROPOSED
<br />©
<br />CABLE TV PEDESTAL
<br />TREE DECIDUOUS
<br />---------
<br />GUARD RAIL
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />�
<br />TREE CONIFEROUS REMOVED
<br />or
<br />DRAIN TILE
<br />0
<br />ELECTRIC MANHOLE
<br />TREE DECIDUOUS REMOVED
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />OE
<br />ELECTRIC METER
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<br />WETLAND BUFFER SIGN
<br />I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a
<br />duly Licensed Land Surveyor under the laws of the State of Minnesota.
<br />Dated this 9th day of May, 2023.
<br />C�V_ Z44e �19
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />schmidt@sathre.com
<br />FIELD CREW NO. BY DATE REVISION
<br />DM,AK,ABE 1 JRS 5/23/2023 REVISED BARN CANOPY
<br />DRAWN
<br />JRS
<br />CHECKED
<br />DLS
<br />DATE
<br />12/15/21
<br />ORI
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />100 50 0 50 100 200
<br />SCALE IN FEET
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
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<br />1) Site Address: 3760 Watertown Road, Orono, Minnesota, 55369
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No.
<br />27053CO301F, effective date of 11/04/2016.
<br />Parcel Area Information: Gross Area: 1,297,887 s.f. - 29.79 acres
<br />Wet Area: ±6,518 s.f. - ±0.15 acres
<br />Net Area: ±1,297,369 s.f. - ±29.65 acres
<br />*we do not affirmatively insure the quantity of acreage set forth in the description
<br />3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AL which has an elevation of: 997.33 feet (NAVD88).
<br />4) Zoning Information: The current Zoning for the subject property is RR-lA (One Family Rural Residential - 5 Acres) per the City of Orono's zoning map dated November 2018. The setback,
<br />height, and floor space area restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Front: 100 feet
<br />Street Side: 100 feet
<br />Interior Side: 50 feet
<br />Rear: 100 feet
<br />Wetland: 25 feet or MCWD buffer
<br />Height: 30 feet
<br />Hardcover: xx percent of lot area
<br />Accessory Structure Setbacks - Front: 50 feet
<br />Street Side: 50 feet
<br />Interior Side: 20 feet
<br />Rear: 20 feet
<br />Wetland: 25 feet or MCWD buffer
<br />Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for
<br />the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process.
<br />We have not received the current zoning classification and building setback requirements from the insurer.
<br />5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware.
<br />Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise
<br />before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property Before
<br />digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />6) Wetland Delineation: No wetland delineation was performed for this survey. Wetland shown hereon is based on recorded plat.
<br />SATH RE
<br />BERGQUIST
<br />INC.
<br />150 SOUTH BROADWAY
<br />WAYZATA, MN. 55391
<br />(952)476-6000
<br />TWP.118-RGE.23-SEC.32
<br />Hennepin County
<br />ORONO)
<br />MINNESOTA
<br />SEE PAGE 2 FOR COMPLETE
<br />BOUNDARY INFORMATION
<br />FILE NO.
<br />CERTIFICATE OF SURVEY 79737-001
<br />PREPARED FOR:
<br />REVIS L. STEPHENSON III 2
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<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
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<br />SFR S
<br />1) Site Address: 3760 Watertown Road, Orono, Minnesota, 55369
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No.
<br />27053CO301F, effective date of 11/04/2016.
<br />Parcel Area Information: Gross Area: 1,297,887 s.f. - 29.79 acres
<br />Wet Area: ±6,518 s.f. - ±0.15 acres
<br />Net Area: ±1,297,369 s.f. - ±29.65 acres
<br />*we do not affirmatively insure the quantity of acreage set forth in the description
<br />3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713 AL which has an elevation of: 997.33 feet (NAVD88).
<br />4) Zoning Information: The current Zoning for the subject property is RR-lA (One Family Rural Residential - 5 Acres) per the City of Orono's zoning map dated November 2018. The setback,
<br />height, and floor space area restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Front: 100 feet
<br />Street Side: 100 feet
<br />Interior Side: 50 feet
<br />Rear: 100 feet
<br />Wetland: 25 feet or MCWD buffer
<br />Height: 30 feet
<br />Hardcover: xx percent of lot area
<br />Accessory Structure Setbacks - Front: 50 feet
<br />Street Side: 50 feet
<br />Interior Side: 20 feet
<br />Rear: 20 feet
<br />Wetland: 25 feet or MCWD buffer
<br />Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for
<br />the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process.
<br />We have not received the current zoning classification and building setback requirements from the insurer.
<br />5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware.
<br />Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise
<br />before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property Before
<br />digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />6) Wetland Delineation: No wetland delineation was performed for this survey. Wetland shown hereon is based on recorded plat.
<br />SATH RE
<br />BERGQUIST
<br />INC.
<br />150 SOUTH BROADWAY
<br />WAYZATA, MN. 55391
<br />(952)476-6000
<br />TWP.118-RGE.23-SEC.32
<br />Hennepin County
<br />ORONO)
<br />MINNESOTA
<br />SEE PAGE 2 FOR COMPLETE
<br />BOUNDARY INFORMATION
<br />FILE NO.
<br />CERTIFICATE OF SURVEY 79737-001
<br />PREPARED FOR:
<br />REVIS L. STEPHENSON III 2
<br />
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