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� <br /> ` � <br /> � <br /> � Denotes iron pipe Denotes concrete � <br /> '�� Denotes service �025.$ <br /> � Denotes television box � / <br /> � Denotes electric box Denotes bituminous �y026.a / <br /> � Denotes telephone box <br /> X 000.00 Denotes existinq elevation <br /> ( 000.00 ) oe�otes Benchmark: <br /> proposed elevotion ,�Z9.5 <br /> ` � top of spike <br /> Denotes drainage flow direction y� �p2�. eleVatlOn = 1026.66 <br /> � Denotes spike �02 • /� <br /> pl Denotes conserwtion post � � �1028684 �,�.� 102�•6 �p284 <br /> V ta2• <br /> . . . . . . . . �1026. � <br /> �p25.B X 1026.3 �I�v� <br /> 0 % O <br /> : ,oza.b g,� p i•z � '°?,�,� ��9. <br /> 7 9 x , �� � � <br /> 1029 t �, 102 ' 1 \ . <br /> � 102a. / 050 10L"'8 �102is' � 1026.5 ��� <br /> OQ � <br /> 'o? f io2e. ♦�o a•x� • ye Qp<`'�e �� \ � <br /> e9�� �02 . ��� � � p'1.°�'� CK 576 � Q <br /> � 8 a��• t9 O J` � 1 �1.� \ •• <br /> `I.�CO' 0 `1' � �� rLJ l� ■ �� <br /> �5 9P' O`l'ry t 1V 102�4X � C� �� . <br /> ``+�°J :10 ----- ��L �r � o '� /9 ��;o2e. �� <br /> S�$ � 5'3� M ° �O�'�� a. <br /> ;'� 9 t s.�e �� <br /> � ``� \� � 26 e 6.3 0 <br /> p�ti � �` S e 1 0 ` 1� \, �02 �02 <br /> 6• <br /> ,�O`ti ) ' � .S,Gj ``\ 1029 5 <br /> s <br /> �� 1019.6 S� � ��OG p � �\` TOB �^. e�. <br /> �o � �' 'm s�0 °� M � Benchmark: <br /> �°�9k ,,o�° O O� ^J `�`` � � `�'S'�i� " p� top of spike <br /> iois.a , ��� 'S• p dp p � � elevation = 1025. <br /> 4 x p ,� 21.7 '�� p��4` .G� GF29I 3 . /�. <br /> 019.74 ���g/ � � � .` <br /> dc 1 ° <br /> �i o� �� e� D�• � \ 5.9 <br /> / 1�•. o�, � � ^ `` rL �g• ° <br /> �, -� �s ro `,, 3.5 , , 05O �025� <br /> VO� / �� � �� � � ��e� p26'�a. <br /> \\� � ��19+X �V1 •� � t�$��, d. G 4.4 °!s \ '--�6 <br /> v w18•g x �� S T�s o�o, °4 g. <br /> / �� / ��sco�? �9 9$ <br /> � 1�021. 9 <br /> � 3T �� 'O <br /> Z 7T3 �oza.i � 'S <br /> � ��`a x � � n � <br /> 10�9•6 x �� O <br /> 10��•1 X O, 102�;1 <br /> � , P�F � ��,✓ <br /> ,o,g�2 x � 3 � �� g! � <br /> ,02,. \ <br /> B <br /> 19• O <br /> 10�8.4 X ��10 �1• � �022�X <br /> \ X �t� i� Q� A�. ��a / / <br /> ,810,,.e � •Cb 1 � o o�� ° ,1rp r, �23.5 1027.9 \ <br /> \ �o °x ` <br /> \ 5��'g�9 x o � ..� l�oZ�3� <br /> � j ��$/ � &��� � <br /> , <br /> � � \ <br /> ,����9 x ,02�.5 � <br /> \ �0�9�x x 102�.� � �0�� <br /> \ ,019, \ E'�'�S�`5e <br /> J <br /> \ �o�s�x \ N° / <br /> �0�9�0 x / <br /> � 2 � / / <br /> � � � <br /> � ,o2�.-r x N / <br /> � \ N, � / o, ------ <br /> � �019's x \ � ��� =�� `�, <br /> \ % � 1 <br /> �� / � ,,,�,�b 11 � <br /> � , <br /> � <br /> i p��• /� <br /> LOT 3 �,pq0.5 x `�� ` � ,i <br /> Lot area =3783 SF '\ � qp ��, � <br /> House area =2357 SF U <br /> Porch oreas =256 SF �p2o•a t��'�-�_--'� <br /> Sidewalk area =9 SF \ 9 x not to scale <br /> Drivewoy area =264 SF �0�9 <br /> Total impervious Area =2886 SF o2°�3 x <br /> Impervious Coverage =76.39� �oz2•5� <br /> LOT 4 � <br /> Lot area =3783 SF <br /> House area =2334 SF <br /> Porch areas =258 SF <br /> Sidewalk area =5 SF <br /> Driveway area =275 SF Lowest floor elevation per grading plan : 1020.0 <br /> Total Impervious Area =2872 SF <br /> Impervious Coverage =75.9� House elevations (Pr000sedZ / As-built <br /> Construction Notes: Lowest Floor Elevation ;(�021.7) /1021.8 <br /> 1. Install rock construction entrance. Top Of Foundation Elev. ;(�029.7� /1029.8 0' 10� 20� <br /> 2. Install silt fence as needed for erosion control. <br /> 3. Sidewolks shall drain away from house a minimum of 1.0%. Garage Slab Elev. � Door ;(�029.3) /1029.0 UP <br /> 4. Contractor must verify driveway design. <br /> 5. Contractor must verify service elevation prior to <br /> �o�st���t�o�. REVISED 11/14/2017 FOUNDATION AS-BUILT Scale: 1�� - 20� <br /> 6. Add or remove foundation ledge as required. <br /> General Notes: Benchmark: <br /> 1. Gradin lan b Landform last dated 6 26 03 was used to determine Top Nut Hydrant <br /> 9 P y � � We hereby certify to Wooddale Builders that this survey, plan or report Lot 4 Block 1 <br /> proposed elevations shown herein. wos prepared by me or under my direct supervision, and that I am a Elevation = 1029.16 <br /> 2. This survey does not purport to show improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesota, <br /> except as shown, as surveyed by me or under my direct supervision. dated 09/27/17. <br /> 3. Proposed building dimensions shown are for horizontal location of structures <br /> plons,e lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Re�isiona: <br /> l.)09-2&17 Preliminary <br /> 4. No specific soils investigation has been performed on this lot by the SUfv6y0�. 2.)10.11-17 Addcantilever <br /> The suitability of soils to support the specific house proposed is not the 8�,; 3.)10-18-17Stakehouse <br /> responsibility of the surveyor. 4.)u-�a-t�Foundacionn�-Bu�l <br /> 5. This certificate does not purport to show easements other than those shown e er . aw inson, ro essiono an urveyor <br /> on the recorded plat. Minnesota License No. 42299 email-phawkinson�pioneereng.com <br /> 6. Bearings shown are based on an assumed datum. <br /> PI�NEER Lot 3 and 4, Block 1, <br /> ����P� STONEBAY THIRD ADDITION Certificate of Survey for: <br /> CMLENGINFERS LANDPLANNERS LANDSURVEYORS LAND3CAFEARCH�.TS <br /> according to the recorded piat thereof Wooddale Builders <br /> 2422 Enterprise Drive Ph.:(651)681-1914 Hennepin County, Minnesota <br /> Mendota Heights,MN 55120 Fax:(651)681-9488 6109 Biue Circle Dr#2000 <br /> www.p�oneereng.com Address: 737 and 739 Stonebay Drive, Orono, Minnesota Minnetonka,MN 55343 <br /> House Model: Hogon II Elevation: Phone:(952)345-0543/Fax:(952)345-0544 <br /> Project#:1 1 71 50001 Folder#:8102 Drawn by:M7w Buyer: Twin Home <br /> (C�PinnPPr Fnoinrrrino � �� C � ��� �0�� /(��j �2 / � � ��` �� <br /> J V � J <br />