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HomeMy WebLinkAboutSURVEY 11x17 t � � �� � r. t . t�.. �; . . _ . . ._ . . _._.___- __... . . . tr , ;�..( , � "y �L�- Zoning = RS-4 FY - 20' House, 25' Garage ,� � (� , SY - 7' Interior, 20' Corner � i I RY - 30' � � I SY Buffer- 30' '� i RY Buffer- 50' I , I -------� � _ ---- -__--.._.. _ '� O ' The curb box, drain tile cleanou# and catch basin � ; `��"^'tJ �J � bo�� � (if applicable) must be inspected and accepted �l� �,, � �� �q�• `o� I before As-built escrow monies will be released. `,,��"\Gjv p� +� °' � � o 0 2 ".o� 'I All structures must be flush with the sod. This !�\ �p�OQ.�� ,��'�` °'s S(�'�0,�3? �0!•�l I��vill he scheduled with the Iandscape inspection. I, Jv ______ �j �i��'�� ,� �� 3)•� L -- � , / �s S� ,��o, 1� �o�s.ss 1Draintile connection required. i � v� �{,, �'� x Benchmark �� ;'� �� � � � 9 'o,, EROSION GONTROL �' °'� � "� � ��� � ° �fi ' MUST BE INSTALLED ' � F ��'�, /� �s� o�,`ti. �0�� R�o BEFORE EXCAVATION - �' . \ - -- -- ----o� �.: � / �� � �.'�� \- '6'J� X,o Vacant �� 'r �' `Maintain 6" between siding & sod � � � �\ �;s�. �a ,o / '� �, � 's �i9. o � , �\�/ °�� %��X oQOi'�O� _�'s�i OD s„ � x'o�s X / rNp StfUCtUI"P$ Ill P,3SEf71EI1tS A �O �� , � J � / (1Q��•$� � � / '�9 Q �` p��� �'�� �� � !, o, , o � o, f o .g �- � � � o �o s o \6 �g� ��� „ � �\ ` � p �# �o� o�xi s� � � 1 � e� I �°�� 'g � `�S "� �\ 10 � 01��1 `�",o,s o�o°� � ,�O• ��s \ °A� 1��1 w �L �Ix '' �' + ,° `v` � L'��x � , ; ;�� 's ��° � �°�� _1 �o�� \ o�s /�� �j� f ' ! o x �� � ��j x � 016.30 0 ��C° �� ��0'�9'10oo���r ,o `� x�°'a;i�� � 'o,o ��\ \°'°� �10'�'�a enchmark °�m \ �;` x'�� Q 's i% i � � �\ �" � ��J ��019, � �° \ ' °'�' s, s � `' 'i � j ; � � � .� 1011.40 5 p ,1 �s � > >o� � �� � ,o � ��� \, Benchmark , 1� ra� I s�i '0� ;'•� i x'o � I 'a• y \ X, p�9 � // \\ \ f nO. i �o (p• I lC� � // �\X �l� J .p O X �\\ . V �p� � �p�a i . / �0, '9 �� X � w �° ��° � �0 3 �o�s' 's � ��°Qo ���O x' ��\ �° �c' . � I o °> >, 1020 7 ,9 �,�s � � ' o Q � ��' � � ; x � � ' ,o, �o Z � '�i� � . . � �s , �'d p� � � � g� � � � .�'� �� X �� X�� '� � Q � 6. � �1 '°, X ,o '? tn � O � \ � � � i � ~j � x �o �, \ •�? X O � x � ' I�I�• l�!J6' A \ \ X I W 2 � CT �l ��� � � 1 �� '�O � x X � �o�� -7 � cD �/ �' x; 1 x , , � �W � bo '�' � � 'g �°i � � � � \ !,�� + ���0• o�p o� �0 � � x � \ x � �j � \ \ 2 �'!,� �°'s �p�� 'go x�$ � x (1011.0) , 1009.59 � '�`;'� i �O a X'$ � ��'°� X, ��, Benchmark \ � i x � � °o,� o ��� ,o x ,., �� ; X ,� 6 X,� .9 � � �x°' �' ' ,��,. ; '°o� `' x �,` � i x � �p � 'k,�/ � x , A � x � � �4'� \ i� �� - -� - - - - - - - - - �� - - - - - - - - - �s- - - - � `b� �°4r I�� / ��9� ,�, ,� °o� ,.� Drninage and utility . X � �s •s N o� ,� '� � , X easement per plat 'q, o _ " __�/ r <----��� ---�<----�<----�<--��-�<------«-----�C<---- �� ,��s � �$� j � x�o :\�I�% x �,�°� N � � x � h' x \ �2 � o ' �1\�\lo�s $� oo�' ,�9 �.. v(1007.1) \ �`' � _ _ x r, �c�, �4� ' '°o '° �°a '°o �°a $� `qs '°o cb °o� A� o� �s �r� � X� •m s� �, x x � x �o �o x x °os �o � °� o 'cb 'oo 's °F �°� 'e '6` � 'Y ' ' S89°58'28"W 143.66 O��F �'� ENGINEERING REVIEWED Date:o�'27`��2�� Iritchie � Denotes iron pipe �/Lot area = 13173 SF 5 Lowest floor elevation per grading plan : 1011.5 House areo = 2377 SF �'�j' Denotes service Porch area = 189 SF Sidewalk area = 40 SF ❑O Denotes television box �/House elevations (Proposed� / As-built Driveway area = 678 SF ■ Denotes eiectr�c box Lowest Floor Elevation ; �p��,g Total Impervious Area = 3284 SF �❑ Denotes telephone box � ) � Impervious Coverage = 24.9% x o00.00 Denotes existing elevation Top Of Foundotion Elev. ;(1019.8) / ( 000.00 ) Denotes proposed elevation Garage Slab Elev. � Door ;�1019.5� � � Denotes drainage flow direction � Denotes spike Construction Notes: 1. Install rock construction entrance. 0' 10� 20� 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0�. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1�� = 20� General Notes: ./ Benchmark: �/1. Grading plan by Rehder last dated 9-11-18 was used to determine proposed �/yye hereby certify to Brandl Anderson Homes Inc that this survey, Top Nut Hydrant elevations shown herein. Lots 4-5 Block 4 plon or report was prepared by me or under my direct supervision, 2. This survey does not purport to show improvements or encroachments, ond that I am a duly licensed Land Surveyor under the laws of the Elevation = 1020.95 except as shown, os surveyed by me or under my direct supervision. State of Minnesota, dated 03/12/20. 3. Proposed building dimensions shown ore for horizontal locotion of structures plans.e lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Revisions: L)03-16-20 Stake house 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY� 5. This certificate does not purport to show easements other than those shown eter J. Hawkinson, rofessional Land urveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER Lot 6, Block 4, �����P� ASPEN GROVE Certificate of Survey for: CTVfLENGINEERS LANDPLA7J�CRS LAWCURVCVnRt LA\USC�pGpRC17R'LCTS occording to the recorded plot thereof Brandl Anderson Homes Inc 2422EnterpriseDrive Ph.:(651)681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 221 River Ridge Circle South,Suite 100 www.pioneereng.com Address: 20450 Guernsey Court, Lakeville, Minnesota Bumsville,MN 55337 House Model: Monterey Elevation: N/A Phone:(952)898-0230 Project#:1 1 833001 3 Folder#:8260 Drawnby:CWM Buyer: Dahlke n PinnrPr Fnninaarino