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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
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