|
�< jl
<br />l�
<br />r \11
<br />31.3)0 \ /
<br />SAN \ / \
<br />MH
<br />\ r Ro
<br />LINEA
<br />—932- -,
<br />Nr
<br />/ / \ 709� TWIN, 28" WILLOW
<br />l /1SFgS� /
<br />/ POND
<br />/ (FRENCH CREEK) \
<br />o� 44WILLOW
<br />EDGE OF WETLAND (E)
<br />AS DELINEATED BY
<br />ANDERSON ENGINEERING-,..
<br />OF MN (TYP)
<br />' Qp�NiT \ \
<br />• ; \ 'gip \
<br />15? \No
<br />709 10
<br />\ rS F9SF
<br />POND
<br />(FRENCH CREEK)
<br />41
<br />\ 44" WILLOWxv
<br />,
<br />EDGE OF WETLAND \� \ \ (E)
<br />AS DELINEATED BY _„- ---- ---- —"' `--" �� �Q
<br />ANDERSON ENGINEERING,,.
<br />OF MN (TYP) '••�
<br />ol
<br />/
<br />WETLAND STAKE PER --''� �� 11% � ,/ \ ,/ ,,
<br />yJ I ANDERSON ENGINEERING,., -''+ 9�1 S`. \ WETLAND STAKE PER 1__', °� 9111% 1S\` \ ,/
<br />OF `MN (TYP) ,,. ` \ �p /
<br />ANDERSON ENGINEERING•., �.- ,�
<br />�- - — - — _ ....� \ �/ \ OF MN (TYP)/' \ p
<br />30" WILLOW , / . . ✓' _ /
<br />*-932 F L O O � P't' A-I-N� r� � --•-- •- � .; .......• _ ...-- / � � �� � �� , ,,.+► — . -- -- � ~ 30" WILLOW
<br />\ � X 932 '(X
<br />�40WILLOW 44 WILLOW -.� / , ,' ,� , _�
<br />��� - ..40 WILLOW'44 WILLOW'/ I
<br />' I
<br />V , 9 / 34--- ---- — — � 5� / ��I V�wp I i I'/ �
<br />:! 931.6 -�' �k �� ��, �- "� �9 _ �\ 0%
<br />( ) 932 xti r / ( . �,/ 10" CRABAPPLES _� Rq -� 934 - �1 >- C�
<br />/ ; 161 1 L) / / • \ 12 SPRUCE 9A 12 SPRUCE r l / - / 10" CRABAPPLE _ Rq ` „
<br />;' Ll / / \ 12 SPRUCE �p 12 SPRUCE I r
<br />\ / CONCRETE:. O�-'1 1 �,,' /
<br />BRIDGE ,/ ��i (935.6) - X1,1,1 �'•� \ CONCRETE:
<br />s :.r.�, -�.. _. �- ppm I /i :; / \,
<br />< ' / TO BE ' 114" ASH- /',;9 ��.- Otic BRIDGE ,/ i 1411 ASHD
<br />(935.6) - 1,1,1
<br />(o) �p / . ftEMOyED / / ��• I \/ / TO BE / / ` 936-
<br />S. %l - op I
<br />/ i
<br />BOR
<br />i� p
<br />qp h0
<br />TO / / cK1 g / , (0 p)
<br />GS / _ 16 ASH\ / g� P TO REMAIN . „ / GKIO ONE \ 9
<br />9 PROPOSED sASH\B� a \ \
<br />PROPOSED 6'`,TAu , l (�1oi �0;\\ PROPOSEDTONE FENCE DRIVEWAY ' / I / / \ 9� / S RROPOSED 6'';TALL \a A01
<br />G/ STONE FENCE ; DRIVEWAY 9 /
<br />(K) 36,0 (E) '\ / K
<br />O 936;0 (E) Q „�
<br />/Q/P���./
<br />�
<br />�� �, ,/ 2,J /^ 0 / / / \0 i\ \ G� G� — o-7 �� \• G / // /
<br />Judicial Landmark G , \0 6�'
<br />�--
<br />set pursuant to / / PATIO / \ ` F �� S E p�o� \ m°' �'�✓i� l , ,� / X G / / \ ---� \ 935.5 ( p \ ,,_�,
<br />Order in Case No. , (v / \\oS \ �,�o; cA I / PATIO \ ` 1� ,,m; \11✓✓l
<br />27—ET-CV-15- - ' ,I \ PROPOSED > \ \ \ 7 ,/' (0� / 6„� �: W F L O 6 D\L A I N dlo
<br />(s31,o) \ �' • �S POOL / '� \ L -- \ \ \HrFR� / x �� \\ 31.0 \ ;� , 5�� \ PROPOSED��(��\��qH
<br />�,,, t• PR OSED \(F� '- \ %\a`��,�` ) \ f P POOL / \ J�
<br />/o I I , / (H) / POOL PATIO /�° q ,�� /�s�, 3 �'�� I l'; •.t I / H PROPOSED Y
<br />\ 1 's J: \ 3 0 �' 0 e! ,'•.q'; •. / �° O / POOL PATIO
<br />o \kis \ 9� , r I �•. BC /y 0 oq 6� 20\ l o./ I I \ / ll /
<br />_ () PROPOSED �� \ \ l o �, r> \, U 9, s, i �' �:`i., /� 0
<br />/ ,gypBOTTOM �� ( ) PR POSED0� '` 1 \
<br />PROPOSED d FLACPaLE �i. , -� a/�/ I \ = 932.5 FQ\�
<br />- !�
<br />RjV \ /” PR CiSED y cy' / �''j •. A,� \ / _. �\ --
<br />PROPOSED
<br />\ �d FLAGPOLE
<br />D EW
<br />`?/ V MN;/ \8 DRIVEWAY
<br />9� \ ADDITION ( \ �° rn !' a TALI E
<br />/ J I,
<br />E) �,"�, , NO NO— ADDITION wADDITION (F) (E)
<br />��/ GARAGE N w o r \ 9
<br />s s \ s Co GARAGE
<br />f93� U? ii 1, p4s (S Y EXIS GARAGE 12
<br />3 / + ii Sr� '•� 0 r p\\ 36 l �. ES -
<br />i _
<br />,� FpS ly FLOOR . 8) pati pQ s 6 p / ` r' 3y �j L S S•� XISTING rARAG 5� �, DO S> 0° ` ` / 9O \ \ ,\I I I Q��G 12 1,
<br />II F O S6. �j�' \ \ 936.5 / 5 • ��
<br />_L I ]•• � ,� � PROPOS � Q / (T) � , ,� ��� � � FpSly,� F R=(9�,.8) P• pQ O 6S �6 � �' �. ,�
<br />I �4 PROPOSED STONE ,0 B l i 1 % ,// 6 Q� / ll (F 9\0 12
<br />\ EDF ,y (�� FLOOR= 938.2 ��� i 9� ° ( / \+, A �lj. _L I 1' . ?` �� PROP t) % 3 -
<br />\ Rlp AD 0 2� %3 LR'KE RET. W LL 3j\ eCLEANOUT
<br />WE938.2 r PROPOSE' STONE
<br />l r \��� �' \ // 6 / - \ i FAD �0? �J LAKE 8 eCLEAN �/ `\• �� ���
<br />\ qp ,pow �a �S EXISTING A/c SETBACK W-940.0 4 Rip i / RET W LL / \ ll, ,�
<br />I , \ g� �, , w= 94 .0 / OUT \� J O
<br />PADS TO BE LINE �� 39.0 // / \ l \` Jl�� \ \ RAp ;<L W �'' �4 S EXISTING A/C S TBA�t \�
<br />PR S TW= 940• 1 / 1 1_:
<br />t� INE 39. / G
<br />Got°,p0 eDrBw �3 I� Wo S/V,' ,��� i F� PADS To
<br />(M) Sia F� TO RrY PA / 8.0 � 1�q `, , \ rhG \ J MOVED o ROp TW= 940, G K \ 2D
<br />\ ROOF ARD ER c9 K \'N e o ��n SI / GO(/R�SeO p Fj P \0 /I `
<br />(a� WIrNv'� � (M) � .,' � 0� , ROOF YARD q� fR '�
<br />f I
<br />W 1 � , �< •.�32.? 9l I o°°�'G sTFp s � (T) 8 \ � ' F l' �
<br />FLOOR �0 (CROPOSED STONE .� I w i = I ca 11
<br />Fp B 93 (T
<br />�l t 'i�
<br />LEVEL= •� � RET, WALL / �,� = \ ° - � ''/o ` �s fLO R 05ED STONE
<br />\ app Rq 0 (932.1 } 9A0 C TW= 940.0 / l I �. i' r "� , q 2� ' \� EL= RE . ALL
<br />EXISTING S v �%ETRE ��oRa� 3, J
<br />\ I \ � . / B 939.0 ��. ,. \�a T._L�HT 932.1} EXISTI - 0 Sr00 / / �, I P S `
<br />\ ` I \ ® 35 9 Sr 1 l
<br />ECK I IO�J� FLOOR N \ li t� \ \ 'I Oc,a 1W�933' OOp/ 936E
<br />_ BIRGW N $W. \ DECK ��7•. i
<br />\ , � TW= LEVEL= � i � / , \ HO FLOOR 3
<br />/y, A E LACE UMBER WALLS, \ O II 11
<br />BW-. 932.7 ( W/STONERET.WALLS� P `
<br />3 'IL \ � TW= 5.6 \ \
<br />LEVEL= i BIRC
<br />r (940.1) \RR J
<br />\ 2605 (,q�, BW=�9� � (�) �60� >,0 /
<br />(9 .1Y rW: 93 (93�/ ' \ y,. A\6/�lV/ r�„ \ # (940 LUMP / d
<br />\ 3 9) I �O B//� O krO, �< BW, f g3� 8) \RTH SHORE DR. g� \
<br />\ �RipRgp \ y 1 e/RAVERAGE �^ '
<br />SURVEY/>\
<br />URVEY � KESHORE
<br />LINE SE j \
<br />LINE K 2 `j(9358)-'c,�o
<br />�\ `�� (( POO
<br />PROSEb
<br />P�EQUUIPMENT ` '9
<br />929.4 CONTOUR,".
<br />ONTOUR• A �ocil
<br />LINE (O.H.W,) \� \ `9\ 358 ^ I(J�-• �o pA
<br />(N.G.V,D, 1929) \ \„ 3!.S _ \ - - - h _a09°5'
<br />—EXISTING STONE
<br />RET. WALLS
<br />"Zl01
<br />1 DEMO SITE PLAN
<br />r
<br />REMOVED HARDCOVER WITHIN LAKE SETBACKS = 3,920 SQ. FT.
<br />Mi
<br />y X
<br />y'� 1. r„ J L , fid' q .•
<br />r n
<br />- I ,
<br />REPLACE TIMBER
<br />WALLS W/ STONE
<br />NO CHANGE IN HEIGHT
<br />,_.
<br />3i- -
<br />PHOTOGRAPH OF EXISTING HOME AT SHORELINE
<br />�1
<br />r ,T
<br />tiz �.
<br />- 1 l
<br />PHOTOGRAPH OF EXISTING CONCRETE BRIDGE
<br />TO BE REMOVED
<br />\ 3j99 0 Ok10,< 93j8� NORTH SHORE DR.
<br />\� Rip ti 1 e,- (A)�
<br />AVVERA
<br />Sul/P:Y � LAKESHOR �
<br />LINE '?y \ SETBACK 1 �0
<br />LINE 935..
<br />'ti \ �(
<br />•0
<br />\�
<br />929.4 CONTOUR,",
<br />ONTOUR' AI ;OCP
<br />LINE (O.H.W,) \ `3 �( i�,c' o �f
<br />(N.G.V.D. 1929) \ 931S� \ \ \ s 8 v Roe°�° C
<br />\ s (o \ rs32 v DECKcl
<br />\ \ • / A/C
<br />EN ..
<br />r �
<br />s9q5
<br />itI
<br />\� '\
<br />�N
<br />CONC,
<br />MINNETONKA
<br />\ 93
<br />\ R ..� 1r93
<br />M�
<br />CRYSTAL BAY
<br />4
<br />IPMENT
<br />job°, �Sq k`F
<br />��GE°
<br />o�
<br />,- K
<br />Tr
<br />UND ,
<br />IKE .
<br />t46
<br />S �46N,
<br />F�� stiocF
<br />q040e,,
<br />PROPOSED HARDCOVER WITHIN LAKE SETBACKS = 21512 SQ. FT.
<br />LEGEND
<br />STRUCTURE
<br />L PAVING &DRIVE
<br />EXISTING HOUSE &DECK
<br />GRASS
<br />MULCH
<br />WATER
<br />SUMMER SOLSTICE
<br />SUNRISE
<br />TOTAL REPURPOSED HARDCOVER (FROM EXISTING) = 21043 SQ. FT. WINTER SOLSTICE
<br />SUNRISE
<br />NET REDUCTION WITH PROPOSED DESIGN = 11408 SQ. FT. (36% DECREASE)
<br />SUMMER SOLSTICE
<br />SUNRISE
<br />_�
<br />WINTER SOLSTICE
<br />SUNRISE
<br />l
<br />0 0 40 .0 :0
<br />E
<br />ESKUCH=
<br />:3=—SIGN G -:?l
<br />952-544-3844
<br />18318 Minnetonka Blvd
<br />Deephaven, MN 55391
<br />Copyright 2022
<br />LAKEVIEWS
<br />RESIDENCE
<br />2605 N. SHORE DR,
<br />ORONO, MN 55391
<br />VARIANCE
<br />19 JULY 2023
<br />SHEET
<br />
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