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� <br /> SITE ADDRESS: 2000 SHADYWOOD RD. <br /> ORONO. MN 55391 FOUNDATION AS BUILT FOR: <br /> Legend SUSTAINABLE 9 DE SIGN + BUILD <br /> � ❑ Silt Fence for Erosion Contiol <br /> Mulch Log for Erosion Control <br /> P�o,��t„�Tree Fencing AS—BUILT TOP OF FOUNDATION = 941.02 <br /> O Sanitory Manhole <br /> � �°``h B°s`" PROPOSED TOP OF FOUNDATION = (941.00) <br /> 0 Power Pole <br /> 0 Guard Post 1� <br /> / <br /> II Traffic Siqn ��/ ���\ <br /> / <br /> � Timber Retoining Wall / � <br /> �---��� Flagstone Retoining Woll � /� ll <br /> z900.0 Existing Elewtion //5/��9t 1 <br /> .(eoo.o) Proposttl Elewtion �ji� � 1i SCALE: 1 INCH = 30 FEET <br /> x 900.0 As-Built Elevalion /� / �� <br /> l <br /> x900.OTC Top of Curb Elevation �� <br /> x9oo.oTw iop oi Wall Elevation �� PROPERTY DESCRIPTION: <br /> � �� <br /> �900� Existing Contour �>w � <br /> DECK l Lot 1 and that part of Lot 2 which lies northwesterly <br /> i949.4 QIW� Ordinary High Water � �� <br /> /1998 �"9 Li � of the following described line: <br /> �--931.5 100 YR.—� 700 Yr. Flood Elevation FRONT ENTRV=938.2 � � <br /> O Iron Monument Found GARAGE ROOR=936.7 ��1 � Commencing at the Northwest corner of said Lot 2; <br /> • Iron Monument Found Z� thence southerly along the Westerly line thereof to a <br /> 6 Judiciol Land Monument (J.L.M.) Found �� '� point 112.65 feet southerly of the Northwest corner of <br /> * Proposed Planting °EG` �� � Lot 1, said point hereinafter referred to as Point "A"; <br /> oEc�c � 1` thence northeasterly deflecting left 110 degrees 30 <br /> � m � 145.83 MEAS. J � minutes to the shore of the lake and actual point of <br /> �HENN.C0.R/W NONUMENT HP 5T5 C.B. it <br /> EXISTING AREA CALCULATION: $ �;r a �TOP RIN�933.27 N >> beginning of the line to be described; thence <br /> � BIIUMINOUS DRIK ��'' I Ngg�05'18'E__ , �� '�j southwesterly to a point on the Westerly line of said <br /> Lot Area Measured to OHW = 11,802 Sf � ` `�;`�9s �o -- 1A0.20;L=9"58 �� Lot 2 distant 5 feet northerly of said Point "A" and <br /> � ' - 'P R"'�<" � there terminating, GUST S. JOHNSON'S ADDITION, <br /> IMPERVIOUS SURFACE: � i Nw coR or�oT / I i� ` ��Q ?j Hennepin County, Minnesota. <br /> MENN.CD.R/W IIONUMENT �,� � \ � c <br /> NV.-93{.B I 1� :-- / \.e Z <br /> 5'SPRULE 1REE5 q EL-936.20 I 5� / tRf 1 l �'� z <br /> House — 2,057 SF II � � � i <br /> Bituminous Drive = 1,009 SF Z ti �F + �,�s 6""s �a ' �1 � � BENCHMARK: <br /> Concrete Walk = 131 SF �2' � � '1 �" � � <br /> Deck = 278 SF DEqDUWS ao� �����ls*';oz '', �� ` `�a Top of Manhole in Rear Yard of #4009 North Shore Dr. <br /> Shed � i'�1288F \ � o 'i;o�- " �'"E�P F"o� wP"= �, 1'�, �� \ �il �� � Elevation = 933.63. <br /> � <br /> Total = 3,637 SF O y �� �// 1H��NE��OT y ,i O <br /> �+• ''"` s � � �pµN�"' � NOTES: <br /> � 16' 6'A 1e 12l� '��1 P� N/ �i � <br /> i --- �Fa�' y�� t � —All existing building dimensions are measured to <br /> EXISTING ELEVATIONS: � zQ � , Flpo�y�,.ANo� m ��� � the finished siding and not the building foundation. <br /> � N TOP RIA1-977.}7 N - • � • ^ �M��ilo 14� � / � `� <br /> TOP OF BLOCK = 938.8 2p O � z o -.,. �cF f°'�t�'����°' � � L�� � —Stabilize exposed areas with temporary erosion <br /> GARAGE FLOOR = 938.4 � �s'ns�+ I . �(�� . ���' ' �� / '; m ��i �� control measures. <br /> O . � RQPOf'E . ���i / / <br /> p o � <br /> PROPOSED AREA CALCULATION: O �a�sN �� ' " • '' /�'p0 •'2� ��i� � —6" or more of topsoil to be added to all disturbed <br /> ,e• H �� oci\130'NAPLE i � � areas. <br /> • ' {.� l' - „ �qi / � <br /> Lot Areo Meosured to OHW = 11,802 SF � � °� . • . • e�-9as�a+, � i���:' � —The locotion of all utilities shown are from observed <br /> � � � �m <br /> HARDCOVER: � ' „' ��\ 6' MLE �� ��i� evidence in the field and from plans furnished by <br /> z � io•cm e �g,t} s•u �e �►,E i the utilit com onies and are a roximate. Utilit <br /> `� O II NM COR OF LDT 28 ELN _�a `�\9 24 .��`�N i i Y P PP Y <br /> �, „6 � g9• i i companies should be notified for exact location <br /> A. House = 1,685 SF � EL-94�,s o•�sn ����,'� �i �i before doing any excavation. <br /> B. Cantile y red Entry = 40 SF \� '���LE � �� I i <br /> C. Drivewa = 964 SF <br /> D. Front Walk = 72 SF � _ 6 S„ b'MAPLE �� I hereby certify that this survey, plan, or report was <br /> E. Rear Patio & Steps = 134 SF . 16 � �zoie ��- prepared by me or under my direct supervision and <br /> F. Pervious Deck = 68 SF � FRONT EN7RY�950J that I am a dul re istered Land Surve or under the <br /> GARACE FLOOR-9�6.4 Y 9� Y <br /> — 4'x6' Stone Landing = 24 SF laws of the State of Minnesota. <br /> EXCLUDABLE HARDCOVER: O W. BROWN LAND SURVEYING, INC. <br /> \ . � 75.04 MEAS. <br /> : � <br /> F: Pervious Deck = —68 SF � POINT�A�� /,�•30• � ;.r � <br /> Total = 2,919 SF O !/f� <br /> = 24.7% _ ' � _` _ <br /> Woodrow A. Brown, R.L.S. MN REG 15230 <br /> Stormwater Quality Overlay District Tier 1 <br /> 25% or 2,950 SF Maximum Allowoble Hardcover <br /> __ Dated: 2-5-2016 <br /> __--,s3-- <br /> STRUCTURAL MASSING: W. BROWN LAND SURVEYING, INC. F�a�j� <br /> House = 1,685 SF 8030 Cedar Avenue So., Suite 228. <br /> Deck = 68 SF Bloomington, MN 55425 �_�,(l�� <br /> Total = 1,753 SF Bus: (952) 854-4055 <br /> Fax: (952) 854-4268 <br /> = 14.8% <br /> Drawing: Date: 2-5-2ois <br /> 15% or 1,770 SF Maximum Allowable Structurol Massing 22—� �j Seale: 1 Inch = 30 Feet 1 of 1 <br /> 2noo shaalv weod �2d I�r6 .r�i 44�L <br />