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I
<br />� I
<br />� I
<br />u I
<br />DECK \ I
<br />IS GWOODL FRAME �, I
<br />2y3 03532 IVY PLACE \
<br />% � I
<br />- - SITE BENCHMARK:
<br />'TOP OF IRON MONUMENT GE FLOOR
<br />A / A o 6 x 7 FOOT PUMPHOUSE- ---\
<br />ELEVATION=962.50 FEET �' GE�EV.=958'3 (PARTIALLY UNDERGROUND) ; FOUND � 0�
<br />NAIL-�,``
<br />V t / / / / i
<br />_�
<br />to NOf�1H LIW'E DE LOT �81 - ,�\� , \ \ \ ( / / / / /
<br />I Mt
<br />WOOD FENCE M 1 1 I i \ � \ : \ t•� I \ / ! M - ' � X'
<br />ON L/Ntz� I \ (J( - q4 f C r m n
<br />Sf
<br />\ 46'31 EI, 4 \\(>M6/'
<br />-9so-i 959_ ,_ 8 (J \ , 4 a., 2
<br />-ss1- \1 t1
<br />--- - U)
<br />M 14 C/ ornag -9l\I N.
<br />\ Pa0' 5s.7 \
<br />m71
<br />--
<br />'
<br />�{ -\N, ®rw w`t►vo� rn�\ J ? BASEMENT FLOOR +c7 -nm GE FLOOR 75 FE
<br />ELEV=.
<br />M.
<br />_v��• • ���a , .' .m -
<br />m�cin
<br />957.8ELEVO
<br />' TORY STUCC
<br />EXIS0 b -.4+ 'Q
<br />HOUSE N0. 3516 aPp Ep TC' ® MENT) tS�� DEOKIOaIL)(WBASE�
<br />z
<br />i o . ELEV.=958.5 /
<br />Cil ovom�-FLOOR p �1 / 1 \� 3.4
<br />- P4 n N 77, 910 �a�
<br />�(j7
<br />--1.7 SAVE (TYP) 7\•�- �t . - I \ V63..FLOOR ELEV=95.
<br />,
<br />_{ I p O x
<br />1 J 15.5 1 N :-:,. N
<br />- _
<br />040 -CANOPY o \ '- � ' -, I I I 1 I � �- ' � •� �
<br />_ _g51 960--�// �g0 , ��yy13�� wl^ �19.s �M61 1\
<br />1 !NORTHWEtS RLQ jz I 1 1
<br />s I \ \ �lN OF
<br />LOT
<br />o \ \ \ \ i1`\
<br />p t I ,d;
<br />HW ` I i \ QD
<br />O MB
<br />BE 4 M4 MA• BE22 -� / M4° M/ \ M ��','M2i� -�� \ \.\ \ �� �7ti ?M \ \ �` \`` ; Ell u Y \ F•K. ;
<br />-, h 6 6\C
<br />BUILDING ' s , �, S07 34,f39 [ �
<br />k ` 204. ; ri:
<br />= I BUILDING , I SOUTH LINE OF THE
<br />L ` NORTHWESTERLY 1/2 OF LOT 182
<br />DECK R�
<br />EXISTING HARDCOVER CALCULATIONS
<br />HARD COVER CALCULATIONS WITHIN
<br />HARD COVER CALCULA77ONS WITHIN
<br />0 THROUGH 75 FOOT SETBACK AREA
<br />75 THROUGH 250 FOOT SETBACK AREA
<br />RIP -RAP = 286 SQ. FT.
<br />STUCCO HOUSE =
<br />1, 873 SQ. FT.
<br />PUMP HOUSE = 42 SQ. FT.
<br />BI TUM/NOUS =
<br />2,162 SQ. FT.
<br />CONCRETE WALK = 83 SQ. FT.
<br />CONCRETE =
<br />344 SQ. FT.
<br />WOOD FENCE
<br />FLAGSTONE WALK =
<br />FLAGSTONE WALLS =
<br />133 SQ. FT.
<br />72 SQ. FT.
<br />x 932.5
<br />HARDCOVER AREA = 411 SQ. FT.
<br />s32 !
<br />EXISTING CONTOUR LINE
<br />WOOD WALLS =
<br />WOOD WALLS =
<br />41 SQ. FT.
<br />PROPERTY AREA = 6,512 SQ. FT.
<br />(40
<br />DENOTES 4 INCH OAK
<br />(42DENOTES 12 INCH BOX ELDER
<br />CANOPY =
<br />5 SQ. FT.
<br />PERCENT OF
<br />DENOTES 4 INCH PINE
<br />0
<br />HARDCOVER = 6.39
<br />HARDCOVER AREA =
<br />4,630 SQ. FT.
<br />PERCENT OF
<br />PROPERTY AREA =
<br />9,740 SQ. FT.
<br />HARDCOVER =
<br />PERCENT OF
<br />HARDCOVER =
<br />47.59
<br />DENOTES PROPOSED HARDCOVER SURFACE
<br />DENOTES EXISTING HARDCOVER TO BE REMOVED
<br />-
<br />-------- WOOD BE REMOVED)RTYt--------
<br />FLAGSTONE WALL- -
<br />(TO BE REMOVED) ,
<br />-CONCRETE SLAB 7 SQ. FT.
<br />73 SQ. FT.
<br />-- S77JCCO HOUSE--,
<br />< 1,873 SQ. FT. i
<br />i
<br />o - -WALL
<br />o i 4 SQ. FT.
<br />A CONCRETE STOOP- -'
<br />-a 16 SQ FT
<br />s
<br />0 20 40 60
<br />SCALE IN FEET
<br />• DENOTES FOUND IRON MONUMENT
<br />LEGEND
<br />0
<br />GAS METER
<br />AC
<br />AIR CONDITIONER
<br />IT
<br />COMMUNICATION BOX
<br />OO
<br />MAIL BOX
<br />'2
<br />UTILITY POLE
<br />-OHw
<br />OVERHEAD WIRE
<br />�-
<br />WOOD FENCE
<br />PROPOSED DECK =
<br />WALL
<br />x 932.5
<br />SPOT ELEVATION
<br />s32 !
<br />EXISTING CONTOUR LINE
<br />WOOD WALLS =
<br />DENOTES ARBORVITAE
<br />of
<br />DENOTES 2 INCH ELM
<br />(40
<br />DENOTES 4 INCH OAK
<br />(42DENOTES 12 INCH BOX ELDER
<br />01am6
<br />DENOTES 36 INCH MAPLE
<br />`P4
<br />DENOTES 4 INCH PINE
<br />0
<br />BITUMINOUS SURFACE
<br />9,740 SQ. FT.
<br />CONCRETE SURFACE
<br />- - -CONCRETE/PUMPHOUSE
<br />(70 BE REMOVED)
<br />42t SQ. FT.
<br />_ - -CONCRETE
<br />STOOP
<br />12 SQ. FRIP RAP
<br />T
<br />' 286 SQ. F7:-..:-- --WOOD DOCK
<br />(TEMPORARY) r-
<br />- - - - -FLAGSTONE WALKWAY �� D
<br />(70 BE REMOVED)
<br />133 SQ. FT. hl
<br />i
<br />i - - -CONCRETE WALK WI THIN `= - •929.4 CONTOUR
<br />75 FOOT SETBACK TO �� (ORDINARY HIGH WATER)
<br />THE 929.4 CONTOUR
<br />83 SQ. FT.
<br />CANOPY OVER , ____75-1
<br />,_75.1)
<br />CK'----
<br />CONCRETE WALK- Y m
<br />CONCRETE � (TO BE REMOVED) `� 5 SQ. FT.-, W
<br />-1 FLAGSTONE WALL- -'
<br />45 SQ. FT.
<br />17 SQ. FT p
<br />-CONCRETE SLAB y
<br />6 SQ. FT.
<br />FLAGSTONE WALL _ _ _ -
<br />i (TO BE REMOVED)
<br />EXIST. ,' 4 SQ. FT.
<br />- -BITUMINOUS DRIVEWAY c -
<br />2,162 SQ. FT. ,
<br />i FLAGSTONE WALL--
<br />Bl R/M/NOUS- -' 16 SQ. FT.
<br />(TO BE REMOVED) PROPOSED CONCRETE WALK- -'� i '� �---EN71RE CONCRETE WALK
<br />282 SQ. FT. 15 SQ. FT. �' ' OUTSIDE 75 FOOT SETBACK
<br />WOOD WALLS COMBINED--= TO THE 929.4 CONTOUR
<br />41 SQ. FT 237 SQ. FT.
<br />(20 SQ. FT. UNDER DECK)
<br />(TO of
<br />- - -75 FOOT SETBACK TO -
<br />THE 929.4 CONTOUR _
<br />75
<br />0
<br />TOPOGRAPHIC & HARDCOVER SURVEY FOR:
<br />JIM WHITE 0 co"
<br />LEGAL DESCRIPTION:
<br />Lots 181 and the Northwesterly Half of Lot 182, TAYLOR'S SUBDIVISION OF SPRING PARK LOTS, and situate in the
<br />County of Hennepin, State of Minnesota.
<br />NOTES:
<br />1. The orientation of this bearing system is based on the north line of Lot 181, TAYLOR'S SUBDIVISION OF
<br />SPRING PARK LOTS, which is assumed to have a bearing of North 85 degrees 46 minutes 31 seconds East.
<br />2. The area of the property determined to the Lake Minnetonka Ordinary High Water elevation of 929.4 feet
<br />(NGVD 29) is 16,252 square feet or 0.3731 acres.
<br />3. No title work was furnished in the preparation of this survey to verify the existence of any easements or
<br />encumbrances to the property.
<br />4. BENCHMARK: Top of the found iron monument located at the northwest corner of the property.
<br />Elevation = 962.50 feet.
<br />5. The utility easement contained in Book 2656 of Deeds, page 385, Document No. 3619154 appears to affect
<br />the westerly 10 feet of that portion of Lot 182 which lies southerly of the property described hereon. The
<br />easement description contained in said document is poorly written and subject to interpretation.
<br />6. The property is subject to conditions and restrictions contained in Declaration dated June 23, 2011. The
<br />location of said conditions and restrictions in favor of the Minnehaho Creek Watershed District, which are not
<br />mathematically defined, are best referenced by the attachments contained in said Declaration.
<br />CERTIFICATION:
<br />I hereby certify"thdt this ;survey wa's,prepared by me or under my direct supervision and that I am a duly
<br />Licensed Land Surveyor under the laws of the State of Minnesota.
<br />Date of rvey. 'Fe ary 2, 2012.
<br />Date o fgna re ay 22, 2012. s
<br />NU i City of Orono
<br />.- Planning & Zoning Plan Reviw
<br />Lee J. Nord;_ P L SAZ°�- . Site Plan Review Date:
<br />Minnesota Lic,ense Ido, 4
<br />�22031+q'
<br />�•. PROVED
<br />9PPROVED WITH REVISIONS (see notes)
<br />❑ DENIED
<br />PROPOSED DECK DET�Vrn
<br />My OF ORNO•
<br />SITE PLAN GRADING P±.AN
<br />❑ APPROVED WI'
<br />❑ DISA V
<br />BY
<br />DATE l9
<br />PROPOSED HARDCOVER CALCULATIONS
<br />HARD COVER CALCULATIONS WITHIN
<br />HARD COVER CALCULA77ONS WITHIN
<br />0 THROUGH 75 FOOT SETBACK AREA
<br />75 THROUGH 250 FOOT SETBACK AREA
<br />RIP -RAP = 286 SQ. FT.
<br />STUCCO HOUSE =
<br />1, 873 SQ. FT.
<br />CONCRETE WALK = 83 SQ. FT.
<br />BITUMINOUS =
<br />1,880 SQ. FT.
<br />1 3/30/12 REVISE PROPOSED DECK LAYOUT
<br />CONCRETE =
<br />322 SQ. FT.
<br />DRAWING NAME:
<br />32608-TOPO R1.dwg
<br />PROPOSED DECK =
<br />319 SQ. FT.
<br />JOB NO. 32608
<br />FILE NO. 467
<br />FLAGSTONE WALLS =
<br />61 SQ. FT
<br />HARDCOVER AREA = 369 SQ. FT.
<br />WOOD WALLS =
<br />41 SQ. FT.
<br />PROPERTY AREA = 6,512 SQ. FT.
<br />CANOPY =
<br />5 SQ. FT.
<br />PERCENT OF
<br />HARDCOVER AREA =
<br />4,501 SQ. FT.
<br />HARDCOVER = 5.79•
<br />PROPERTY AREA =
<br />9,740 SQ. FT.
<br />PERCENT OF
<br />HARDCOVER =
<br />46.29
<br />FIELD BOOK PAGE
<br />FIELDWORK
<br />CHIEF:
<br />T.H.
<br />REVISIONS
<br />TOPOGRAPHIC &
<br />SURVEY
<br />SURVEY FOR:
<br />RECEIV
<br />JIM V�IH ITE JUN 19 2
<br />CITY OF OR
<br />PROPERTY ADDRESS:
<br />D
<br />12 3516 Ivy Place
<br />NO Wayzata, MN 55391
<br />1229 Tyler Street NE, Suite 100
<br />Minneapolis, Minnesota 55413
<br />`� PHONE: (612) 466-3300
<br />FAX: (612) 466-3383
<br />Egan, Field £, Nowak, Inc. WWW.�EFNSURVEY.COM
<br />-COPYRIGHT © 2012 By EGAN, FIELD & NOWAK, INC.
<br />land surveyors since 1872
<br />2643 44
<br />N0. DATE DESCRIPTION
<br />DRAWN BY:
<br />"'HARDCOVER
<br />1 3/30/12 REVISE PROPOSED DECK LAYOUT
<br />2 5/21/12 REVISE PROPOSED DECK LAYOUT
<br />DRAWING NAME:
<br />32608-TOPO R1.dwg
<br />CHECKED
<br />BY:
<br />L.J.N.
<br />JOB NO. 32608
<br />FILE NO. 467
<br />
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