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HomeMy WebLinkAbout13991 ASHDALE AVE il � ,,se 125.00 3o I' , p� Q, ++ No I I � 40 E 953. , �.. 1 C7 N85 � � 9sar I No Sod 9s2.a x sss.� esi.e \ ssa.a ss+•z �I ssz.�x ^ 953.9 953.5�53.2 x 952.5 x � �•� � I \ �� 954.0 x 953'8 x � 953.4 x N I 953.1 x � . 952.1 952.6 x 952.7 953.7 952•6 � 952.4 �j"� 952.2 x 953.5 95 _. �952.7 952.4 � . 953.7 •. � 951. ! 95J.4 - . 951.7 x 952.3 x 952.8 ._ ---� � �� 952.1 X � _ � _. - - � � I 952,4 951.7 __ � 953.2 - ��9 954.7 x 954.5 x 954.2 x 953.8 x 953.1I x �� •'�. � 951.9 x ---- �-8_=954.1 x 955 8 I 54.3 955.9 X I 952.7 ..O�; 952.7 �� 9$2.5�r - ".)/ � I I 954.5 x-----_ ---------�� -X, 955.7 I . ��, .. �N 951.6 953.6 X .d �956.7 955.9 X ssi.s X�� /ssz.e x x sss.i sss.s �' �O f� d' x 951.9x 32.7 ' S.2 954.7 X 3�.5953.5 x 95.7.0 �� /953.0 x -� ( 953.0 �• 952.7 �N� 954.1 x • O II �I d' 955.0 x ggs,g x 956.1 955.0 I x 953.8 � I I � � � � � o� x 953.2 53:{ = O � 7 a ry I . . 952.9 a W � � N � � � 951.1 x 9 9� I 958. 956.3X 953 S � .. �� � 4� I 953.1 x 954.3 X � 955.3 �+�g53.3 � I Z c � -- 956. 956.2 t 9.. 953.0 � � 5 95 .0 x 953.2 W 3 � g55.2 X x ------ ------ -- � 955.9 � 9 6.4 X955.6 :�. r' �v � 3.8 95�.2 953. � . � e 953.2 Q (Q ���y i /956.3 956.2 956.1 955.6 I � � �d'951.0 X a vJ'95 1.6 / 953.4 � /'^� p p�j � 952.9 X 954.2 X 954.9 X 14.5 � �5 0 0 � � � � .- W I N � � �v J 956.2 � N � �I � � .� q� N I J ^950.8 x 951.1 x I ep 956. /� > O) � Q '^ I 952.4 x 956.2 (, �� f�I N i � � �� 953.3 x 9 5 4.1 x 9 5 6.2 N 2.� � � I 955.9 x I I �• 950.7 x 950.'��c I � � 956.3 I 9.63.9� 953.6 3 � V/ � 951.5 x - - - - _ J 954. + � L - - 952.1 x 953.2 x 954.6 x � y54. 956.1 20.� � 56.4 956.2 955.5 •� � I 950.4 X 950.6 � x 951.0 - - � _ _ � _ • 956.3 ` � - - D x � 70 a . ssa.i � 951.9 X 953.3 x - �I - � - 955.7 x 956.0 (V / 50.5 n 954. - - _ �4.6 x 954.1 953.8 �, � 0 955.3 X 955.3 x.�._� 955.2 x .��� � � X �a � d, 950.4 X I v 953.5 955.7 x g 4, 954.3 ��p, 951.7 X 954.9 954.2 Q 950.8 x 951.2 x 952.6 x 953.0 954.6 954.0 ss�.a T 95+.s (n I 956.9 X 954.7 x � �.. � Rough graded 956'2" � ' . 954.1 955.0 x g54.5 � v 954.4 IHouse 30 S85°17'06"E I 135.00 , ���� �a� ��-�: � ; ����o- �:��.�. � , �. Service invert elevation = 944.0 r�i�����t R�vi�v�ed: �� (Per plan by others) .,��e ^y / / � -, � Ii '� � Denotes iron pipe Lot area = 9649 SF �,� Lowest opening elevation per grading plan :956.6 HOuse area = 1554 SF Denotes service Porch area = 114 SF � Denotes teievision box Lowest floor elevation per grading plan : 947.3 Sidewalk area = 33 SF � Denotes electric box Driveway area = 691 SF � Denotes teiephone box House elevations �Proposed) / A - uilt Total Impervious Area = 2392 SF X 000.00 Denotes existing elevation Impervious Coverage = 24.8� Lowest Floor Elevation ;(948.6) / ( 000.00 ) Denotes proposed elevation Construction Notes: � Denotes drainage flow direction Top Of Foundation Elev. ;(956.6� � 956.7 1. Install rock construction entrance. � Denotes spike Garage Slab Elev. � Door ;(956.2) / 956.4 2. Install silt fence as needed for erosion control. ■�����• Denotes proposed retaining wall 3. Sidewalks shall drain away from house a minimum of 1.0�. designed and built by others. 0� 10� 20� 4. Contractor m�st verify drivewoy design. RE YISED 7/1/21 GRADING AS-BUILT 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. 7. Retoining walls are conditional; Wall installed if the grade exceeds 3:1. SCale: 1�� = 20� Wall will not be installed if the grade is 3:1 or less. General Notes: Benchmark: 1. Grading plan by Probe Engineering last dated 7-2-19 was used to determine yye hereby certify to Brandl Anderson Homes Inc that this survey, Top Nut Hydrant proposed elevations shown herein. Lot 6 Block 4 2. This survey does not purport to show improvements or encroachments, except os Plan or report was prepared by me or under my direct supervision, Elevation = 956.13 shown, as surveyed by me or under my direct supervision. and that I am a duly licensed Land Surveyor under the laws of the 3. Proposed building dimensions shown are for horizontal location of structures on State of Minnesota, dated 08/27/20. the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigation has been performed on this lot by the surveyor. Signed: io eer En ineering, P.A. KC��s�o�,5 The suitability of soils to support the specific house proposed is not the '.)o�i-io-�oscakel�o��se responsibility of the surveyor. 3.)oyi�aoMo�e hu�se 5. This certificate does not purport to show easements other than those shown on BY: a.�o9-ta-zo 2e,r.,kz h�use the recorded plat. eter J. Hawkinson, rofessional Land urveyor 5.)o�-ui-2t Grad�ns ns-nu�ic 6. Bearings shown are based on an assumed datum. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com PI�NEER Lot 5, Block 3, �����$',P� PRESTWICK PLACE 20TH ADDITION Certificate of Survey for: CIVILENGRJEENti LANDFLAN�[�HS I,AVI>ttiHVt:�t�H\ l.4\f)til'1YCAN<'Iift'CCT� according to the recorded plat thereof Brandl Anderson Homes Inc 2422 Enterprise Drive Ph.:(65l)681-1914 Dakota County, Minnesota Mendoc�Heighcs,IvtN SSIZo Fax:(651)6s1�)a88 Address: 13991 Ashdale Avenue, Rosemount, Minnesota 221 River Ridge Circle Sou[h,Suite loo www.pioneereng.com House Model: Creighton Elevation: 2 Burnsville,MN 5�337 Project#:�20090004 ��lder M:8494 L�ra��n by:�WM Buyer: Spec I'hone:(952)R98-0230 � rl v;�nPPr r.,,�;,,,��.�;.,., ��L�, " _ L 1'l 1 �.. � !.7L