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Y I Z �r �r x C � `�� � � � 1 �� •N � � � \ � d• I J � I �1 � \ %�N " �I 9g5 � � i l ' � \9S � i > �� � `�u � � � , 6 � � � ,.. � \ ' I X �i� I X � I � � �V \ x �� � / x I . "'w x � � � �� Sodded !� � .N �, d !� '� �9 (�1� " � in i \ ��,� / �5`6' I � 'o � � , •� �� � � X /� I � ° w I I w �� 1C I � � � I t7� � � �J �/'� I f�' I i�"-� I � rr-. �O tP �� � X� �U� T � �O'� Y/ � \ � / � � d O `_� °' "x 1 � x x `�° R 0� X , � _ D � . ,�, ��L�v �F-t'�C�� II � �� - - - -� - - - - - •°.. \ � �j tD,,wo¢ ,; Drainage �ici�utility � o � �� �o ^ i ,��, �� ����� `��r easemen� Per� Plat �� � �� . ;, � �O � .� � W X NX _ � � N� � rZ � � W tP �� '� �. �D � , � /�y�>- ���j__ � �95�.2, �.�•� M : � � �`�i,../�i.9:� . , i!a_�V f�.i Y�'�i 1�. ' ,,._..-�r�-^--�--� �O��J J � �c x �/� / x � c� x X �j �J �x Y/ ' � ��t�• � Z J_��'' - Z , � �� �° S89°54'S5"E 68.62 �' ' 30 � Service invert elevation = 942.5 ����r-^T 1 A I i/��,�� ��I n /�r- ��T i i n r�r� (Per plan by others) � I \�_� I V V I u f � � L_i-�u�_ i... I �1 /-�V V. I . � Denotes iron pipe Lot area =12296 SF �,s Lowest opening elevation per grading plan :955.8 House area =1948 SF �j' Denotes service PorCh area =123 SF ❑O Denotes television box Lowest floor elevation per grading plan : 946.5 Sidewalk area =33 SF � Denotes electric box Driveway area =707 SF ■ Denotes tele hone box Total Impervious Area =2811 SF � P House elevations (Pro o� sed) / As-built Impervious Coverage =22.9� x o00.00 Denotes existing elevation Lowest Floor Elevation ( 000.00 ) Denotes proposed elevation :(947.9) � 951.3 OPENING � Denotes drainage flow direction Top Of Foundation Elev. :�955.9� / 955.9 � Denotes spike Garage Slab Elev. � Door :(J55.5) / 955.6 Construction Notes: ■�����■ Denotes proposed retaining wall 1. Install rock construction entrance. designed and built by others. 0� 10� 20� 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain awoy from house a minimum of 1.0�. 4. Contractor must verify drivewoy design. 5. Contractor mUst verify service elevation prior to REVISED 11/19/21 GRADING AS-BUILT construction. 6. Add or remove foundation ledge as required. SCale: 1�� = 20� General Notes: Benchmark: 1. Grading plon by Probe Engineering last dated 7-2-19 was used to determine yye hereby certify to Brandl Anderson Homes Inc thot this survey, Top Nut Hydrant proposed elevations shown herein. plan or report was prepared by me or under my direct supervision, Lot 6 Block 4 2. This survey does not purport to show improvements or encroochments, and that I am a duly licensed Land Surveyor under the laws of the Elevation = 956.13 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 07/08/20. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. Signed: io eer En ineering, P.A. R�p��pyszoscakehouse 4. No specific soils investigation hos been performed on this lot by the surveyor. �.)07-2R-7.OSenicelocation The suitability of soils to support the specific house proposed is not the BY. 3.)i i ie�i c.aa�n�4s-b���h responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessionol Lan urveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER � �ot 6� Block 4, �ri�l�e1't12�',P� PRESTIMCK PLACE 20TH ADDITION Certificate of Survey for: CIVILENGfNEERS LANDFLAN\CR1 f.AVUti11kV1�_Y'�)HS L4\I»l'.iN1;ARl'Ilfl'1:('1'l according to the recorded plot thereof Brandl Anderson Homes Inc 2422 Enter rise Drive Ph.:(65l)681-1914 Dakota County, Minnesota Mendota Eiights,MN�5120 Fax:(65l)681-9488 22l River Ridge Circle South,Suite 100 www.pioneereng.com Address: 13953 ASHFORD PATH, Rosemount, Minnesota sw�nsviue,MN 55337 House Model: Edgestone Elevation: Phone:(952)898-0230 Project#:120090003 Polder N:8494 Dra��n by:MTW Buyer: Yang n v;,,nPP�F.,�,,.,F�.,,.,�,