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SITE ADDRESS: 2000 SHADYWOOD RD. <br /> ORONO, MN 55391 <br /> Legend PROPOSED SITE PLAN FOR: <br /> � ° o S°``e�`e `°,E'°s�°° �°°t�°' SUSTAINABLE 9 DESIGN + BUILD <br /> Alulch Loq for Erosion Control <br /> �� -- ��-�� -�� - Pratective Trce Fencing <br /> O Sanitary Manhole <br /> � Catch Basin <br /> 0 Pawer Pole <br /> O GuarO Post <br /> II Traffic Sign <br /> � Timber Retaining Woll <br /> �����-��-�-"" �--��'""r'��—� Flogstone Retaining Wall � 20 0 20 40 <br /> z900.0 Existing Elevation <br /> x900.OTC Top of Curb Elevation y�y�/ ���i SCALE: 1 INCH = 20 FEET <br /> ia � \ <br /> x900.OTW Tap of Wall Elevotion i \ � �\ <br /> �900� Eaisting Contour �� �/� \ \� ��� <br /> \ \ � � PROPERTV DESCRIPTION� <br /> �-929.4 OHW-� Ordinory High Woter 1 � �\� <br /> ;-931.5 100 YR.-= 100 Yr. Flood Elevation � � \� ����� Lat 1 and thot part of Lot 2 which lies northwesterly <br /> � � � t of the following described line: <br /> o Iron Monument Found � \ • \� � <br /> • Iron Monument Found m,�m° // \ � ���\ �� ` Commencing ot the Northwest comer of soid Lot 2; <br /> \ thence southerly along the Westerly line thereaf ta a <br /> B Judiciol Lond Monument J.LM. Found �M� �=�M.� \ � � <br /> � ) \ ��� ` point 112.65 (eet southerly of the Northwest comer o( <br /> EXISTING AREA CALCULATION: � � oEa R;� ��`\\� /� Lot 1, sod pont here'nofter ro(erred to as Pont "A"; <br /> F� \ thence northeasterly detlectng left 110 degrees 70 <br /> I ' � \� �p, (n m'nutes ta the shore ot the lake and actual pont of <br /> Lot Area Measured to OHW= 11,802 SF � M. I i•s.e�uEas _ — — �� �� beg'nning of the I ne to 6e descr'bed, thence <br /> �'"F CO"�" R" , . aP ,asu � s'�`��.cns� „uzc v� \ ma southwesterly to a pont on the Westerly Ine of said <br /> IMPERNOUS SURFACE: �� ' a�� K,� '\� e� N8895'16' � �� � � 'fj, Lot 2 dstant 5 teet northerly of sad Pont 'A' and <br /> �� ' �y, �,� b-- t�o.zo�------ ' ' tnere term notng, GUST 5. JOHNSON 5 ADDITION, <br /> House- 2A57 SF F g � - - . �\ w� � Hennep'n Caunty, Minnesota. <br /> B tum nous Dr ve= 1,009 SF � � 1 { e�M, �wr i ass�,; 'o�..+ ,__ 4� � � ��'�1� Z <br /> � uae i <br /> Concrete Walk = 131 SF °T ��s � i ' � -` A <br /> . ...�-� el � 4 k� <br /> Deck = 278 SF I� t' /� %�e���� ' �y,�, <br /> �\ ,� \` �}�� _ ` _ _ 'I �/ k�"�. / � / �� 4 <br /> Shed = 162 SF 1 � 1 \ \ \�aT _ _ l ���� ,� � BENCHMARK� <br /> Q �o✓ <br /> Total = 3,a68�SF \ �� � � ��\ � �� ""� � � '��rn�^�� ,u�.i' �(�r @i �� � Top of Manhale in Reor Yord of �/4009 North Shore Dr. <br /> � � �__ � g p r3� \ y �� Elevation = 933.63- <br /> � � . a4 �" �o;��.�,�� � ao 0 <br /> EXISTING ELEVATIONS: \ \\O � \ � " � ^/ ''��''" rR�"�� /��� \ \ ��� `G <br /> �\ �W <br /> �rM <br /> TOP OF BLOCK = 938.6 \ ' g� �\� iaµa(nu o I '� T k - ��pi(�lm�, ' � //rMe _�\ / � ,^.�s`i �.. '/- <br /> GARAGE FLOOR = 938.4 � \ A�p � 'r.'> z�o� �., '� pa'��n��'��r.°(N�� �- � '^- ��\ -_�� �qt @ � y, � NOTES <br /> G\ <br /> �� Z �\ � e•.s� I �N ��p �' �t�°" / o`�_ _ ��� �=_`\ �6� ���,��(\� -qll ez�stng bwlding dimens'ans are measured to the <br /> �\\ � �#' s P�' � �'� � .��� L � � \'}�\ fn shed sid ng and not the bu Id'ng foundation. <br /> PROPOSED AREA CALCULATION� O �e• N� � �l� /�x. -- �- � � ;i�y � � � \� <br /> �� s"��� �±�-_ _ �o_ o�����'� �� \ \ ����� -6' or more of topsoil to be odded to all d sturbed <br /> Lot Area Meosured to OHW= 11,802 SF � p O �` 0.�i� � - _-� -- '� � � � \ areas. <br /> ���o. i _ _ -- -^° '�� \�y, )>��� ��� �� � � ����� <br /> HARDCOVER: � � � ° `�'�.� " - - - k/ \ � � � \ -The location of oll utilities shawn are from o6served <br /> O f1� ` _ � �� ' i�A� \ ������� �� ���\ evidence in the field and from plans furnished by <br /> A. House = 1,685 SP 0. � / o•.w ��d0"' i� � � � � �� � the utility companies ond ore approvimate. Utility <br /> B. Cantilevered Entr = 40 SF � / � Y �M��/ � \ � \ � \ componies should be notified for exact location <br /> C. Driveway= 964 SF �� q �/f •�//�""''`�� �oA� � - 'I � � \ \ ` befare doing ony ezcovation. <br /> D. Front Walk= 72 SF � �s_ w�,�''°""` °1}' ��o��- ,� �\ � <br /> E. Rear Patia&Steps= 134 SF \ , � � ^' / � � i po�e 4 � <br /> F. Pervious Deck = 68 SF � ( i / �, ���¢n�o�� I here6y cert'fy that th s survey plan or report was <br /> / p � � / �i / prepared by me or under my d'rect supervs'on and <br /> EXCLUOABLE HAROCOVER: 6';' ', � �� � that I am a duly reg stered Land Surveyar under the <br /> � "°'� �'�F �wa _ ;a� / / laws of the State o(Minnesota. <br /> F: Pervious Deck = -6B SF � � �����.'� ��I �� � II W. BROWN LAND SURVEYING, INC. <br /> Tatol = 2.895 SF � � PO����'� '�'a / "°1°'' � <br /> = 24.57 \ Q / � � / � <br /> Stormwater Ouolity Overlay District Tier 1 � �0'� � / yl <br /> 259.or 2,950 SF Maximum Allowable Hardcover ,`�'�'F af� � i` ' � � <br /> � ! . <br /> � � -I-� Woodrow A. Brown, R.LS. MN REG 15230 <br /> I -}--`m- <br /> STRUCTURAL MASSINC: I ; 1� Dated: 10-b0-2015 <br /> Hause = 1.685 SF � 1 <br /> oe�k = se sF � ` W. BROWN LAND SURVEYING, INC. <br /> Total = 1,753 Sf 8030 Cedar Avenue So., Suite 226- <br /> = 14.89 Bloomington, MN 55425 <br /> Bus: (952) 854-4055 <br /> 159,or 1,770 SF Mazimum Allowable Structurol Massing Fax: (952)854-4268 <br /> Drawing: Date: io-ao-zo�s <br /> 146-15A sca�e:� ��on = zo Feec � Of � <br /> 146-15A REF: 146-15 146/14 <br />