|
FND PINCH TOP
<br />0.68 EAST
<br />0.56 NORTH
<br />Ln
<br />\OypS N 0 1044.2 1043.0 1\189023'321-W 730 00 N
<br />1051.3E Woo FENCE 1052.3 1053.1 1041.0 1040.E N
<br />X �c 1053.1 1052.2 1051.1 1049.1 1046.4 1044.8 1043.3 1042.7 X * 1040.2
<br />X x x x x x 1037.3 WOOD FENCE 1030.5 x x 1022.1
<br />1052.E PIN 8" MAP 6" \ 1.2'/- 1 50.Z MAP 6" 1052.7 151.9 051.4 0.1 X X X x
<br />ELM 10"
<br />MAP 6 G ELM 8"
<br />ELM 8' AP 6" MAP 6' MAP 8" x 050.2 O �0 A0 2
<br />MAP 8" 110 x x 1049.0�, 3z ¢9y x 1043.8 1042.E 0 /O x 103 l x 1035.7\ x 1022.9
<br />ELM 8" MAP MAP 6" \ MAP 8 MAP x1052.3\ 1050.8 x 1045.4 ` x 1043.3 x 3 D S� x 104 5 8 �x 1038.0
<br />x MAP 8' x / \\ 1042.9 x 1042.3 2 1041.2 x 1041.1 x x 1030.9
<br />ELM 8" 1050.5 1051.E A 1046.3 x x 1044.9��043..6 x / \ x 1041.7 x 1040.5 040. �10 1040.2 ` k / x 1036.0\
<br />ELM 8" x 1052.9 S �� 1043.6 bE 1041.9 0, T I \
<br />49. 1051.9 x \ O \ 0-� +
<br />MAP 6' / x 1052.8 x 1052.9 1046.E x 045.9 / x 1041.4 x 1040.8 \ON\'t`t °\38 o�j + o
<br />X 1 49.9 x 1051.4 �O`�� ps2 1050.E x x 1049.4 x 10 8.6 8 9 - 1046.2 0428 '- S \p�\� �t i--x,1042.1
<br />1,2'/- 9:' 1050.2 x I 1049.7 1047. 047. 1048- \ /Ogss
<br />10 x 1049.1 F - + i
<br />��OS¢ 1050.1 0 0.4 1x 05 050 �J- +/0A /OR2\l�q� j� V '�°r� /04!3 \ gO�j �k /035. x 1027.
<br />PIN 20' 1054.4 1052.5 x x 1051.E 0'7 x 1051.3 k /OQ\ SS 3 \ ^ S OEM 1033.4
<br />-1052-I J 2 o � \ s
<br />PIN 32" x 1050.8 PIN 28" / PIN 16' x PIN 36� x 1053.8 MAP 20" \ x 1050.8 x 1051.5 $ lOS\90 \ i� / / $ \ �\ �r� YO+io R�\
<br />PIN 22'
<br />X
<br />1050.7� �5� PIN 30' x I� ? PIN 16 PI 28' (fiMA\ 20" o x 1052.7/OS2.4 \05S 053 9 �O\ \ �O �p�� o• sb \ \ oo S +
<br />PIN 2%054.0 P 24" (� \ �C \
<br />3.4 IN 32" ELM 20' u +� u R >O
<br />6\ G b s ,O_ \'rn X O+ i0
<br />PIN 28" x x x 1052.E / x 1053.0 \°s °t} `� 0, v' �j
<br />� PIN 22' 1055.0 PIN 8' �c 10 2.0 ✓ �O / o s 1051.5 'PIN 28" * * F � 1 FJZ S �\ \ '0 �PO \ r•i io\
<br />X MAP 6' PIN 24' PIN 30' x 1053.8 PIN 18' PIN 12" x 1052.3�51.9 R2 0 \°�q �p �S�r a 0 N� +� �6�\
<br />\ �53.,9 / \ En s \ x i
<br />/ 7PR 12' SPR 24" \ \O5° O �' ��r \ko 9.8 � 1035.1
<br />x 1051.5 � CED 20" CED 12" *PR 20� �\ 103 , - x
<br />x 1052.4� x 1051.8 O Q o o\ x 1031.7
<br />1652.2x BOX 8" ps PIN 28' �5PR 14' SXRI052.4 �Oy\ �/ \ Q ° \�3 0 \ �j s�
<br />/ x 1054.1 L+� \ 1040.0 \ �\o �� x 1035.4
<br />O /°s$ `b
<br />X x 1051.3 1052.1 x (\ \O \Oyh. IRV \ u� Eor \� o �o % rn
<br />(n x 1051.9 SP 22" 1053.1' 1052.2 %:I�\ 2" \05�"9/0 `% s �/ �O
<br />1051.2 _� \ n 1052• 052.6 yh• yA. \0 S/ o cP o age Q 0,
<br />Q j 1054.1 \o \0 6 Q l o> \ Q2 \ ��\
<br />N N HAC 6" x 1053.5 V v 1052.3 x \o5l c" yak �� + �6 s 7 . STAIRS ) ar F9,Gc�� x 1033.1
<br />r� r� x 1052.2 \ ® c�L' \o S\0 ��\05 . 6 S� ( O o cos
<br />x EV/ \ �O �� y�P 2 AcY lOSO. / 1049.E 9 �I i �� �) \ \ \ °� s
<br />0 0 H- h x 1052.7 �� 114" x 1052.4 \ \ . A L o\F' /OS i0 \0A5' / °uR ,o� ' 91 s •0
<br />� Q o \ \�-1053.E \0��15 . \OyR•\OyR• �0 GO y 4 S A o 4\.9 1044.5%�
<br />q) a) J " 105� \ \, - 1053.0 �" 5 y�• cs \ by � 0 / O oS O �O /Osr4 8�'1 044-
<br />cn cn 10�.9 x I�`�.PIN 6" \ x 1053.3�� \Oy O G� `' A Aso S) i w w w
<br />\ 0 tk. �p0 O q PAP d' 6 o�o.i �1y�10o43.0 3oi
<br />0 o N X `, x 1053.4 g \ 5 \ 05 Z`� G 6 043.2 �oi �� \ N1
<br />\ 1041.
<br />LLJ O ELM i2" / x 1052.6 x 1052.8 \2' �� o KEYSTONE 6 g6 \
<br />\ \ - MAP 6" 0 8� �54. y� cS GF y6 r o- x\off\ \05 1 1
<br />,052.6 RET. WALL g+ + 1 + +
<br />ELM lo" / x i052.5vL'i \040 % ( i° + +
<br />O G 5 •. y k 0 \ oo x1042.4 n O O� i li
<br />cn cn - x 1052.2 L 053.4 y 05 00 �\ N. \ \ 6 y6• _ > �� i0"Iwio
<br />N x 1052.E x 0 3.1 P\N �\ S `� 54.2 py A r? G ro O 0 0- o X ELM 12° 1 1053.5 \o \S �O \ yS° h� \Oy yN O \S� 0 1055.1 D l _4 . �D-3 x 1052.9 �� \o- O \o , �� FFE= �� S� I 1045.E .'O ` o0
<br />\ \ ° x 1052.2 RIN 8" 0 \ i _ - 1042 0 +
<br />0 PI 12" �O - - x 10 -- 1056.E �0 Zy O � + + + + + x +
<br />0 52.2 ELM 10° + UNIX x 1052.2 ,0 5' O 0 0 /oAi o 0 0 \ o 0 0 ow i'o
<br />---- -,------------ ---- �------- - � � S WOE 5 O 9 � � w v' v v P �
<br />w ------------------- E-- 215.8 o 0 0 O� y6. y FFE= GFE= TOF= 1042 3 o o cP rn Y
<br />z Z PIN 6" / 1 ` 1052.8 o s s� 0 `L ' RO �� gEy6 1045.7 \0 WOE= E? s 1055.8 1055.2 1055.7 _-- x 1042.0 o rn \ Ems,, 's I
<br />BOX ? x 1052.1 0\ s� 's r' N \o .1 d $ O WOE= i
<br />BOX 8" 0 4 053.5 �O a x 1052.1 9 O EG \6. \y i� 1045.7i +, +
<br />° 5 ELM 16" L 1 + �0 NP 90 01055.9 p �i 0 �O �o °� o 00 I
<br />�o °�\0`'S �O' / cos `� ' �P�`'S 2 ' p9' i� A� Qo V o w w o�'�w �o
<br />c c s J �.. GP \0 o EXISTING BARN WOE- z� 9 \9 cs' 16'
<br />J t, 1052.1 x S 1053.5 \ cP 6 " i 1 r' O
<br />J o ro ti : h 0 ,....; .. < o py Q BFE= 1042.3 1042.0
<br />g moo`',-:..:.;::::2 s / �O \ova
<br />m m x 1051.3 1052.1 ELM 16" �p55\052' \ .::a.:..:.r.:, R- x 1051.5 P °S S j5 R o o h 1041.8 _ x xl x
<br />a a> X i `�\� �0 1053.5'� O�� / 'O \ x 1052.2 ° ?9`�S 2�' _ _ WOE= -- x 1041.7 + + o \ t'O o 0
<br />w 1�51.0 EL�4-IE"' \pgS +% <. 1052.9 % �� P� OL o o � z 70.0 1042.4L PATS Q /°sro oA� o� "EP P6° N
<br />ELM 6" 1053.1 s� P \ \Otky o ^ _ _
<br />/ co .:....:'... \ o Ok6 1042.0 c� + 9 �C I V i rn
<br />FIR 40 h :::':=',`a,`p \ A o v S n h Nh ao a 43 \x 1041.8 x 1041.4 I w I Es
<br />�o x 1051.2 �i . o y p 6 0 0 b y 1 S o o a v ��O 9 4 �o
<br />049.8 2 / ::::`' :. k/OS/9 052 0 �� o \Ok O� 0 0 0 ,._.. : /055�_ I^N o o �q��ro 1 +/042 -JO¢ g
<br />o `� 3'::x 1050.4 .. rp
<br />0 � ...::..-.:�.
<br />x 1051.2 s \ \ x 1043.0 \ %p/
<br />x 1050.1 x 1050.5 \0 \ 'rn o..\ono
<br />rn\
<br />x- 11049.4PIN / 1050.4 x \ l050.8 x \ _o o \ON5• O ` \+�o��/0 + >
<br />PIN 8" *PIN 8' �� .QS..,. �o �j ,� y S Q\ \ �Q I \0 I y I Q 1 4j8 o�
<br />O o x 1049.1 x 1049.7 5 \OR \\ �1052,
<br />PIN 6" \ z� O" x 1049.3 5.5 x 1044.7 \ + l + Q0
<br />19.2 °Ooo x 1049.7 co /0 \0� \ \ �° �0 1 / �O o
<br />+ 4s
<br />oa ' o�\p �� 5 4 +i°� ��� k /p¢g SSO_ / 1046.3 x x 1043.4 Aim
<br />/ x 1048.2 \0 V yz
<br />104g a�0 \ \ x 1049.4 / / 1041.8
<br />1049.3 x C,,� MAP 24"
<br />4.6'/- y0¢ q0•„ .. / \ x 1049.1 1049.1 tx�" a x 1045.2 ~0
<br />y 8 1 / d ... / \ Oj �^ �p o`O 1 x 1044.4 \ 48- - �6
<br />C cb 5
<br />BOX 8 Og o,.,::
<br />a o o x 1046.9 \0
<br />}/ x x 1047.�MAP 20 8 - - - / \ 1048.5 x �O \ + /
<br />J - ^ �c X d 1043.9 -1046- -
<br />1045.8 1946.7 /$:'-,� o o
<br />0 1047.8 x \J..:. d x 1047.0 �048 / x 1042.8 1041.9
<br />MAP 16
<br />/\ 1047.E x ;' <, :: _ o x 1047.9 +/ x 1044.9 1
<br />yOR� MAP 6" ao x 1046.8 og�6 x 1045.7 \ 1 , x 1036.2
<br />MAP 12" / i
<br />1044.5 \ - 1044- /
<br />/x 1044.E CT~ 0 0 :.;.•:; / \ / x 1043.9 x 1042.E
<br />k
<br />BOX 18" ..-�_-_-1046.8x i x1043.1
<br />o 0 \ 1046•Lx/ x 1042.8 /
<br />HAC 14' �'.::.;.:::`;.':::.:. Eo C� 4$.8 D 1041.4
<br />J :.... X 1045.7 x 1045.3 �O /
<br />Q8 1041. `0 0 - - SPR 20" x 1044.4
<br />o x 1044.E x 1044.5 / x 1043.E x 1042.7 x 1041.7
<br />/\ x 1033.0
<br />r' x ;: 1044.2 1043.8 1044.1
<br />-
<br />o..`:
<br />- / IN
<br />x 1043.8 x 1043.8 \O�p
<br />J 0 9.4 O o x 1043.2 x 1043.4 v0bli
<br />C9,
<br />° 1042.7
<br />` x 1043.1 x 1042.6 @42.6
<br />i042.4 x 1042.2
<br />n\• Q' O N .p
<br />0 4.9 1042.1
<br />Go
<br />CO BLOCK I
<br />II
<br />N� LOT 2
<br />O
<br />1��8.2 O x 1036.3
<br />i
<br />.A
<br />x 1037.2
<br />= x 1036.7 0
<br />o 1036.7 x
<br />SEPTIC
<br />BOX 036-
<br />035.2
<br />MANHOLES RET 1035.3 22,4 035.5
<br />U " 1o35'7
<br />ALL 034.7
<br />W / o
<br />1035.2 GFE= 1034.7 1034 6 �'owU Ps 0;S J Ewi
<br />J 1034.3x 1034.7 0 1034.7 �,7e x rn
<br />r 0
<br />o x 1033.8
<br />1034.4ONCRET� d --i{i4 1034.0 Existing Elevations - House #1
<br />RETAINING 1033.9x,.,,
<br />WALL DRIVEWAY o .:.:.. Garage Floor Elevation=1034.7
<br />033.9 Walkout Floor Elevation = 1034.7
<br />1033.2 11033.5 1034.0 3 034.E Walkout Floor Elevation = 1034.5
<br />x i
<br />WOE= 1034.4 1033.2
<br />J x 1031.8 '15.5 /- 16.0 1034..Y;.:2a?:'..�i;:>.;•-...
<br />Ln
<br />0 0 1034.7 1034.3 ?.::::.:!� 103
<br />EXISTING HOUSE oY 10322 "4:3,, / Existin - o # Q x - W �. - - - g Hardcover
<br />N w 10338 ^'' Q< Net Lot Area = 1,297,369 S.F.
<br />WOE- .x 1033.1 0 0
<br />X 1030.4 House #1 Area = 2,255 S.F.
<br />RETAINING-Io31.7 0 Z5 48.,310340.53 1033.5 ':.'.>_;a. House #2Area 2,430S.F.
<br />WALL 1033,1 106 Screen Porch Area - 78 S.F.
<br />o = x 1030.E 1031.7 032.4 1033.3 Q3. '` Bit. Driveway Area 8,150 S.F.
<br />DECK Cone. Driveway Area = 1,061 S.F.
<br />rn
<br />/ x 1031.4 x 1030.4 Conc. Walk Area - 128 S.F.
<br />4
<br />o Paver Patio #1 Area 336 S.F
<br />No x 1030.0 x 1031.0
<br />Paver Patio #2 Area = 430 S.F
<br />Pavers Area = 177 S.F
<br />020.E x 1028.7 x 1029.8`,: Retaining Wall Area = 74 S.F
<br />x 1029.5
<br />013.7
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<br />/�ys 0
<br />1019 5 y
<br />0
<br />CAST IRON MONUMENT
<br />®
<br />PIEZOMETER
<br />WOE
<br />WALKOUT ELEVATION
<br />•
<br />IRON PIPE MONUMENT SET
<br />�
<br />POWER POLE
<br />FIFE
<br />FIRST FLOOR ELEVATION
<br />•
<br />IRON PIPE MONUMENT FOUND
<br /><
<br />GUY WIRE
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />)I(
<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 />SANITARY MANHOLE
<br />CONCRETE
<br />#
<br />REBAR MONUMENT FOUND
<br />®
<br />SANITARY CLEANOUT
<br />BITUMINOUS
<br />A
<br />PK NAIL MONUMENT SET
<br />STORM MANHOLE
<br />BUILDING SETBACK LINE
<br />PK NAIL MONUMENT FOUND
<br />®
<br />STORM DRAIN
<br />CTv
<br />CABLE TV
<br />Q
<br />PK NAIL W/ ALUMINUM DISC
<br />®
<br />CATCH BASIN
<br />CONCRETE CURB
<br />SURVEY CONTROL POINT
<br />4
<br />FLARED END SECTION
<br />' 9so
<br />- - CONTOUR EXISTING
<br />0
<br />A/C UNIT
<br />TREE CONIFEROUS
<br />9so
<br />CONTOUR PROPOSED
<br />©
<br />CABLE TV PEDESTAL
<br />TREE DECIDUOUS
<br />GUARD RAIL
<br />0
<br />ELECTRIC TRANSFORMER
<br />TREE CONIFEROUS REMOVED
<br />Dr
<br />DRAIN TILE
<br />OE
<br />ELECTRIC MANHOLE
<br />TREE DECIDUOUS REMOVED
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />OE
<br />ELECTRIC METER
<br />O
<br />TELEPHONE MANHOLE
<br />-X-X-
<br />FENCE
<br />■
<br />ELECTRIC OUTLET
<br />❑T
<br />TELEPHONE PEDESTAL
<br />Fo
<br />FIBER OPTIC UNDERGROUND
<br />U
<br />YARD LIGHT
<br />Ou
<br />UTILITY MANHOLE
<br />GAS
<br />GAS UNDERGROUND
<br />LIGHT POLE
<br />❑u
<br />UTILITY PEDESTAL
<br />OHI
<br />OVERHEAD UTILITY
<br />®
<br />FIBER OPTIC MANHOLE
<br />0
<br />UTILITY VAULT
<br />. TREE LINE
<br />bl
<br />FIRE DEPT. HOOK UP
<br />®
<br />WATERMAIN MANHOLE
<br />>
<br />SANITARY SEWER
<br />FLAG POLE
<br />•
<br />WATER METER
<br />,>
<br />STORM SEWER
<br />FUEL PUMP
<br />c&
<br />WATER SPIGOT
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />Ell
<br />FUEL TANK
<br />®
<br />WELL
<br />CDCDCX=x=x=
<br />RETAINING WALL
<br />PT
<br />PROPANE TANK
<br />MONITORING WELL
<br />uTL
<br />UTILITY UNDERGROUND
<br />©
<br />GAS METER
<br />(D
<br />CURB STOP
<br />WATERMAIN
<br />0
<br />GAS VALVE
<br />M
<br />GATE VALVE
<br />C==_
<br />TRAFFIC SIGNAL
<br />GAS MANHOLE
<br />HYDRANT
<br />' RAILROAD TRACKS
<br />GENERATOR
<br />5 R-vl
<br />IRRIGATION VALVE
<br />$
<br />RAILROAD SIGNAL
<br />GUARD POST
<br />Piv
<br />POST INDICATOR VALVE
<br />0-
<br />RAILROAD SWITCH
<br />0
<br />HAND HOLE
<br />SIGN
<br />SATELLITE DISH
<br />0
<br />MAIL BOX
<br />se
<br />SOIL BORING
<br />®
<br />WETLAND BUFFER SIGN
<br />I hereby certify that this survey, plan or report
<br />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 />Daniel
<br />L. Schmidt, PLS
<br />Minnesota License No. 26147
<br />schmidt@sathre.com
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />NO RIB
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />IL
<br />�q c
<br />oBS
<br />MIS
<br />RD.
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<br />V
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<br />SITE
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<br />E
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />DM,AK,ABE
<br />3
<br />JRS
<br />7/26/2023
<br />WETLAND DELINEATION INFO ADDED
<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 />DRAWN
<br />4
<br />JRS
<br />8/9/2023
<br />HOUSE STAKED IN FIELD 8/3/23 (AK)
<br />JRS
<br />5
<br />JRS
<br />8/11/2023
<br />BARN STAKED IN FIELD 8/10/23 (AK)
<br />CHECKED
<br />6
<br />JRS
<br />8/24/2023
<br />PROP. SEPTIC / WELL & REVISED WETS SETBACK
<br />DLS
<br />7
<br />JRS
<br />9/5/2023
<br />REVISED SILT FENCE & CUT/FILL CALC.
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />DATE
<br />8
<br />JRS
<br />10/11/2023
<br />REVISED BARN WALLS PER CODE
<br />12/15/21
<br />9
<br />JPR
<br />4/28/2025
<br />GRADING ASBUILT
<br />FtS SU"
<br />2 op
<br />W N
<br />mw co
<br />N c�FR s P
<br />Deck Area = 26 S.F.
<br />Total Area = 15,145 S.F
<br />Coverage =1.17%
<br />Asbuilt House Elevations
<br />Asbuilt Garage Floor Elevation
<br />= 1055.8
<br />Asbuilt First Floor Elevation
<br />- 1056.6
<br />Asbuilt Top of Foundation Elevation
<br />= 1056.1
<br />Asbuilt Basement Floor Elevation
<br />= 1045.6
<br />Asbuilt Golf Sim. Floor Elevation
<br />= 1043.5
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation
<br />= 1055.5
<br />Asbuilt Barn Elevations
<br />Proposed First Floor Elevation
<br />= 1056.35
<br />Asbuilt Barn Garage Floor Elevation
<br />= 1055.2
<br />Proposed Basement Floor Elevation
<br />= 1045.46
<br />Asbuilt Barn First Floor Elevation
<br />= 1055.8
<br />Proposed Golf Sim. Floor Elevation
<br />= 1043.52
<br />Asbuilt Barn Top of Foundation Elevation
<br />= 1055.7
<br />Proposed Barn First Floor Elevation
<br />= 1055.0
<br />Asbuilt Barn Basement Floor Elevation
<br />= 1041.8
<br />Proposed Hardcover
<br />Net Lot Area
<br />= 1,297,369 S.F.
<br />Proposed House Area
<br />= 4,246 S.F.
<br />Proposed Front Porch Area
<br />= 688 S.F.
<br />Proposed Cabana Area
<br />= 239 S.F.
<br />Proposed Pool Area
<br />= 800 S.F.
<br />Proposed Pool Patio Area
<br />= 1,713 S.F.
<br />Proposed Barn Area
<br />= 2,800 S.F.
<br />Proposed Bam Canopy Area
<br />= 209 S.F.
<br />Proposed Bituminous Area
<br />= 7,844 S.F.
<br />Total Area
<br />= 18,539 S.F.
<br />Existing Hardcover (to Remain)
<br />Ex. House #1 Area
<br />= 2,255 S.F.
<br />Ex. Bit. Driveway Area
<br />= 5,599 S.F.
<br />Ex. Conc. Driveway Area
<br />= 1,061 S.F.
<br />Ex. Conc. Walk Area
<br />= 128 S.F.
<br />Ex. Paver Patio #1 Area
<br />= 336 SY
<br />Ex. Retaining Wall Area
<br />= 74 S.F
<br />Ex. Deck Area
<br />= 26 S.F.
<br />Total Area = 9,479 S.F.
<br />Total Combined Area = 28,018 S.F.
<br />Coverage = 2.16%
<br />1-ill 2'/-
<br />x
<br />X a) Fence ties are shown on the
<br />m .E I LL side of the boundary line that
<br />X the fence is located on
<br />4'/-
<br />X
<br />Asbuilt Hardcover
<br />Net Lot Area
<br />= 1,297,369 S.F.
<br />Asbuil House Area
<br />= 4,246 S.F.
<br />Asbuilt Front Porch Area
<br />= 652 S.F.
<br />Asbuilt Paver Area
<br />= 13,832 S.F.
<br />Asbuilt Pool Area
<br />= 797 S.F.
<br />Asbuilt Walls Area
<br />= 1,726 S.F.
<br />Asbuilt Stairs Area
<br />= 403 S.F.
<br />Asbuilt Bam Area
<br />= 2,800 S.F.
<br />Asbuilt Concrete Area
<br />= 590 S.F.
<br />Total Area
<br />= 25,046 S.F.
<br />Existing Hardcover
<br />Ex. House #1 Area
<br />= 2,255 S.F.
<br />Ex. Bit. Driveway Area
<br />= 8,897 S.F.
<br />Ex. Conc. Driveway Area
<br />= 1,061 S.F.
<br />Ex. Conc. Walk Area
<br />= 128 S.F.
<br />Ex. Paver Patio #1 Area
<br />= 336 S.F
<br />Ex. Retaining Wall Area
<br />= 74 S.F
<br />Ex. Deck Area
<br />= 26 S.F.
<br />Total Area
<br />= 12,777 S.F.
<br />Total Combined Area = 37,823 S.F
<br />Coverage = 2.92%
<br />DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
<br />BEING 5.00 FEET IN WIDTH AND ADJONING LOT LINES, AND
<br />BEING 10.00 FEET IN WIDTH AND ADJOINING STREET LINES
<br />AS SHOWN ON PLAT
<br />Lot 2, Block 1, HILLAWAY FARM, according to the recorded plat thereof, Hennepin County Minnesota
<br />STANDARD NOTES
<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 />27053C0301F, effective date of 11/04/2016.
<br />Parcel Area Information: Gross Area: 1,297,887 s.f. - 29.79 acres
<br />Wet Area: 27,274 s.f. - 0.63 acres
<br />Net Area: 1,270,613 s.f. - 29.69 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 -IA (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: The wetland delineation was performed by ANDERSON and was flagged on 7/20/2023. Sathre-Bergquist located the wetland flags on 7/25/2023.
<br />SEE PAGE 2 FOR COMPLETE
<br />BOUNDARY INFORMATION
<br />SATH RE TWP.118-RGE.23-SEC.32 FILE NO.
<br />Hennepin County CERTIFICATE OF SURVEY 79737-001
<br />BERGQUIST GRADING ASBUILT
<br />INC. O RO N O, PREPARED FOR:
<br />150 SOUTH
<br />BROADWAYM I N N ESOTA REVIS L. STEPHENSON III
<br />WAYZATA, MN. 553
<br />(952)476-6000
<br />
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