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<br />Site Plan Survey For:
<br />LANDSCHUTE GROUP
<br />Property located in Section
<br />32, Township 117, Range 21,
<br />Hennepin County, Minnesota
<br />Cut & Fill Calculations
<br />Cut
<br />I Fill
<br />I Total Net
<br />668 Cubic Yards
<br />1214 Cubic Yards
<br />1 455 Cut Cubic Yards
<br />82600'00" E 6
<br />L 937 •9 37.7 c�°0°,0°$ -�
<br />NG \6 . 0 r' Proposed Hardcover within l 50' Proposed Hardcover Total Lot
<br />F E / "N 86°40'00" E 84.22 ----- %� X 940. r ,, 60.00 setback Lot Area l l0, l76 sq ft
<br />cm _ 9 i 9 - Area Below 64,956 sq ft House 3, 060 5q ft
<br />P - 8 _ ' - L 190,
<br />Patio/Steps 2,397 sq ft
<br />936.7 inv= ,5�' ,- $ _ - --- --- % �� hse�, S6'Jo Setback Ewstmg Garage 1,273 sq ft
<br />�� - ,, 936.4 3A0 940. ---' i ��\\ �.00�, Ewsting5hed 1365gft
<br />_ Patio allowance - l 00 sq ft Concrete Walk 142 5q ft
<br />3° 0 P\'d 9 5.8 FQ�n 947.5 House 901 sq ft
<br />73 15 O° p 00 Concrete pad l 6 sq ft
<br />9�S.fJO Conc. pad 16 sq ft
<br />937.3 -' '
<br />943.E g rear
<br />6g M �''/938 Elec. , - �` �� T Driveway 595 sq ft Deck 582 sq ft
<br />Court
<br />ox
<br />Meter 941.2 8 4 ' / - - - / / \ �8" 94-7 I I Existing Tennis 6, 261 _5q ft Patio mcludmg 2, 532 sq ft
<br />938.9Pool
<br />/ X
<br />r' X 938.2 Gas n X 5 24 7' / 8„ 94 94 I Total l 0, 070 sq ft Patio allowance l 00 _5q ft
<br />I 940. 0 Meter N N 40.4 94' . 43. - -942- - - - -94 \ Percentage l 5. 50%
<br />0 " Garage 944. x ` Tenors Court 7,776 sq ft
<br />- i' Bituminous 944. E 4. mb 937./4O / Trer Wall ixo \11 5hedDock 129sgft
<br />T9 .0 9A 94 01 9 /.5 X'' l Pavers s 500 ft
<br />X1 X 12.6 _---94q'._ l I 1� q
<br />_ I Drainage ` Shed 9A2 - - 94� . / 1
<br />9 9A0 - ( IKalk 43. 942. 492 tw938.4 t 3 .9 1 Deck by Lake l33 sq ft
<br />I 42.9 nt 153.1 2 24.2 939.7 iggA bw937. l 3 .0 I Driveway 5,0/2 sq ft
<br />X �_ 4p /z" 15
<br />-\ 140 _ _ I Total 21,219sgft
<br />_ _ : - _ Perce l 9 26To
<br />\ 943.
<br />l X `'�44 - - 44.3 Deck E Egress F_ N - ntage
<br />I g Well 0 5'0"�94� ? X 945,
<br />1 I \ \ 946.69 Proposed First Floor Elevation
<br />I - _ Al tw939.5 iv 6'0" 2,0„ 9 5.6 I I \
<br />- M
<br />per Cadd File
<br />c
<br />_ y° II �r
<br />945.5 Proposed
<br />osed Gar
<br />age Floor
<br />N bw9c Bdilding Dimensions shown
<br />Proposed Basement Flo936.67
<br />oro 94o I I
<br />I 944. 410 374" N Pat/0
<br />X .14'0 Type of BuildingProposedX3 ,0c 9�/ 165.0 Full Basement Walkout
<br />top mound EI Residence 24'0" o\
<br />x
<br />6.2 945. cantilever-
<br />M
<br />Conc. �<� I
<br />0) - 944.4 rn c 4 14'1 1/4" 4 ad cV
<br />io
<br />\ M to rn 3 h C1iI-L2
<br />/'Ato ��nd ----- 3 a 330'0" /O(' j ��� h 0
<br />c 94 .
<br />X 9 .5 ��GK � 3 A\ x 946.9 947.5 U I L
<br />N I 1�TING �A4br4 94 \ o X 1 °
<br />W I l ,' �' ,� A �' .: M Pool -
<br />� C�� Patio 9 I
<br />(O I 4.1 945 �,' p _ - _ _ Well
<br />to mouv�d 3 _ _ 4, O
<br />�� j X I X 13eptic 0. - 946J45.6 9 �� �� W
<br />M EXIST/N�' P AREA' 940.E 34'
<br />CV940 X X 39.5 v 95t4-- --___ 940.
<br />i' 942 N 1
<br />Z 51 944.
<br />1- - - - - - - - - - 93S o __-
<br />945.6
<br />-
<br />r�-- X930.6 X - \\ % 945.0
<br />X94.. / 936.2 j
<br />�eptre4n-sp-Eton Pie-- ------ _` ,\ 936.6 ,\\
<br />I --'--- 940.2 44.9
<br />_ - - - - - Septic Access Cover X X/
<br />I -4- 945. �
<br />X94 .3 �� - - - - - ��
<br />jSepticAcc�ssCover --- -- - �, 940 ��19 .6
<br />I 9 .4 i� �� �- -'-94 .o X,� 1 3 .4
<br />X94 939.8 X � , i934.0 ------ 935.9$ -- -_ 9 .4 _--------- i I
<br />X _ _
<br />934.5 2E'- _ -\ J37_. i - B l d g
<br />\ _ _
<br />------oX g35.4X --------------------1 70
<br />-
<br />_ _ 5 French Lake Road
<br />_ r
<br />I 940.7 �' 93 .6 � i �` '-----� _�- _- - - - - - - - - - - - - i � 219
<br />I X i 933.0 ----�N 88 °06'56" E 169.53 M_eas. _l - - - -/ t �' _ _ _ _ _ _ _ __ = _ - - ` 76° 1
<br />----- 931.1 848„E73 930.81 J 4 ---___
<br />i e J31 J- W L 4
<br />930.2 I Q ` 7.0
<br />a 1 93 937 ..-2 930. W L
<br />-- N 936.3 t �� �e�' 931, 93/.l ---- 93 30.
<br />o I \ x i O Pia 5 X t l a"
<br />0 0 i WL 1.3 Nl e - �� �� 36.6
<br />94 o 9
<br />'� i `� o
<br />z X �eag. �i 3/.5 O.H.W. Line ~`6
<br />9g2 \ \\ l 90.29 f , - "l 00 Year flood contour = 932,5
<br />- - - - - - - - - -- �� 937I j
<br />I 0E �/ �� 931.9 1.3 \\\ 6.f
<br />r
<br />French Lake
<br />944.5 93 \ ` 930.3 \ \
<br />94-5.4 i 94I l % �1/O / v i Os MeasuX Measured 0510212023 930.26
<br />9 A
<br />I X
<br />7 3
<br />2285 French Lake Road Bldg ! I �� 945.2 X p 0 37 93�'/ '' e t 1 a d Property Zoned RR- 1B, One Family Rural Residential \ /
<br />Note: Deck locatlon not to scale 1 932.0
<br />�r
<br />AVERAGE LAKE 5110RE SETBACK LINE Building Setback Requirements X,- -
<br />_
<br />4 .4 44.6 \
<br />_ � , � Front = 50 feet
<br />944_3_---
<br />_ Side Interior = 30 feet
<br />_L��-k _ ----- i ,�%' / 2 Side Street = 30 feet Setbacks to OHW 930.1
<br />Wet/and Dehneation byKjo/haug Enwronmental3ervies Company dated 07//012023 100 Year Flood elevation per Watershed District = 932.5 Rear= 50 feet X
<br />OHWL = 150* 2285 French Lake Road = 2245 French Lake Road = �5.7 feet to D
<br />eck
<br />Wetland = 25 or MCWD Buffer 09.9 feet to Deck
<br />2195 French Lake Road = 38.2 feet to Deck
<br />French Lake Located in Flood Zone "A" per *OHWL setback is determined by the classification of the lake as
<br />-----�; - ------ '�- Septic & Rockbed information per Client FEMA Ma 27053CO304F dated 11/04/2016 Average Setback=64.6 feet
<br />p defined in section 78-1217 and the applied minimum setback g
<br />- - - - - - - - -' r from the OHWL as outlined in section 78-1279.
<br />_ _ _ _ Legal Description
<br />Project No. 90348A Scale: 1 " = 30' 1 certify that this survey, plan, or report was prepared by me or under my
<br />930.7 - _ _ _ - NOTE: Proposed grades are subject to results of soil tests. Lot 1 Block 1 direct supervision and that I am a duly Licensed Land Surveyor under
<br />Proposed building information must be checked with Drawn By the laws of the State of Minnesota
<br />_ approved building plan and development or grading JOHNSTON'S FRENCH LAKE F.B.No. 1131-44 �YN�
<br />Surveyed this 10th day of August 2023.
<br />plan before excavation and construction. H0T1118p111 COUnty, Minnesota Address: 2245 French Lake Road
<br />Proposed grades shown on this survey are ' Orono, MN
<br />Septic & Rockbed information per Client interpolations of proposed contours from the
<br />drainage, grading and/or dev
<br />elopment plans. DEMARC
<br />rev 05.05.23 Wetland 08.30.23 yclty comments
<br />NOTE: The relationshipbetween roposed floor 05.22.23 tennis court 06.3 1.23 1 00 r. flood contour
<br />elevations to be verified by builder.
<br />07. 18.23 wetland delineation /� At�,
<br />NOTE: The only easements shown are from plats of LAND SURVEYING & ENGINEERING 08.17.23 Average Lake 5hore5etbackLine'. Signed
<br />record or information provided by client. 7601 73rd Avenue North (763) 560-3093
<br />Minneapolis, Minnesota 55428 Demarclnc.com 08.22.23 Trees to be removed 1 1 .27.24 septic area Gr ry R. rasch, Minn. Reg. No. 24992
<br />F:\survev\iohnstons french lake - hennepin\1-1 iohnstons french lake - hennepin\01 Survevinq - 90348\01 CAD\01 Source\01 Survev Base.dwq
<br />Disturbed Area = 15,810 Sq. Ft.
<br />D \�
<br />937.6',
<br />•
<br />Denotes Found Iron Monument
<br />O
<br />Denotes Iron Monument
<br />❑
<br />Denotes Wood Hub Set for excavation only
<br />Denotes Existing Contours
<br />Denotes Proposed Contours
<br />x000.0
<br />Denotes Existing Elevation
<br />000.0
<br />Denotes Proposed Elevation
<br />Basis for
<br />Denotes Surface Drainage
<br />bearings is
<br />o
<br />assumed
<br />Denotes Tree to be Removed
<br />
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