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HomeMy WebLinkAbout13082 AYRFIELD CT PROPERTY DESCRIPTION � Lot 14, Block 1, BELLA VISTA 2ND ADDITION, Dakota County, Minnesota � M //// ' ^T � ~ 0 z E � / �_u � ' •• PROPERTY ADDRESS � � w � EXI STI N r, � HOUSE cO � °C -' � � M 13082 Ayrfield Court, Rosemount, Minnesota � � � = 3� � (LOOK OU T) �` ■� cn z � � _ � m � � � s�2.� [s�2.o�(s��.�) NOTES 978.0 s��.s w � (976.7)[977•5] � )L ] 587�34'��$��W 134.22 �973•�� � � � �9�� 3� � 1. Bearings are based on the recorded plat. . w � � ° � Tw[979.0] BW[977.3] �973�5� _ - - i? 2. Building dimensions shown are for horizontal and vertical placement of � z � � �, [s�8.o] � [s�s.�� �,� -Y- - - � � � w - � � 0 979 3 [9 7 s.7]�-���T*�_-- �x T w[9 7 4.7] � � �, s t r u c t u r e o n l y. S e e a r c h i t e c t u r a l p l a n s f o r b u i l d i n g a n d f o u n d a t i o n � � � � � � w � T� � BW[974.2] � x � x I 10 ' �' dimensions. � � � a' BW[978.6] cc � 44.00 � rn o, � z � �; w � �p o; z ,� °' � � °� N 3. No specific soils investigation has been completed on this lot by James z � o � � � ^ Q N � ix R. Hill, Inc. the suitability of soils to support the specific house proposed Q � � � � lo I v= 4.00 u I � i s n o t t h e r e s p o n s i b i l i t y o f l a m e s R. Hi l l, Inc.or t he surveyor. � � � � LOT 14 � � O o r I o � o -� 4. No specific title search for existence or non-existence of recorded or N � °�° � o � � N � I �Q O un-recorded easements has been conducted by the surveyor as a part �� ' 1 �� °�� _ g.pp z� o 0 0 � �X ^ _�� N� of this survey. Only easements per the recorded plat are shown. d - 25.1 � o �ri u? rn x � c�i �'J �� N o o � � �x " °� I �w o pMj 5. Proposed grades shown were taken from the grading&/or pO 9 3% w= o � °; v �� `-' development plan prepared by Westwood Professional Services, Inc. w►- � 6. Grading plan date/revision date:9/30/13. � 4 �' � � ��� I ~ 2•�� w I Z� p� 7. Sanitary service invert elevation per City engineering J o� � c� ` Q o o a � N � Q N ^ O department=966.75. � N^ o � o I �w o o Q ^ ^ ^ o w N Op 8. Plan No. EH05 D4-WASHBURN u N N > � N U' u "x u � � � � I I � ... / 23.50 � z �- �, ' � ; � [ssa.o� --------------50.�--------- ---- � � BENCHMARK w o � ' � � - - > o O -�25.0---- ?��� o r � Top nut of hydrant located at Lots 1 and 2, Block 1=978.68 � o � � 10 I � o /cri c�.i � a �? I °i � � Q � " 0 24.50� � I � FLOOR ELEVATIONS � ¢ � � [974•9]x [974.1] x [g73,7] x ^ Proposed Asbuilt 0 ¢ � � � N � "� �^ � � 975.4 I �� `-' Gara e Floor @ Front =980.0 =980.1 w o Z Q = (97g, � ]X g Z � � 30 n ^ �s78.3] [s7s.7 0, �- � � [s74.7]X 974.3 Garage Top o f B loc k =9 8 0.3 =9 8 0.4 Q � m �, °' O1 � f97g, � � �� � � House Top of Block =980.3 =980.4 U � o `-'`-' (980.5] S8 .4� , „ f974. ,n � ri Lowest Floor =972.3 =972.4 � o 0 � = 1 4 9 pg E �2 91 (974.5) 9 � ^ Top of Block � m Io Z W j 4'3 9 ^ � 7 4 4 7 �974.0] o� at Loo kout Win dow =975.5 =975.6 w o �cn o U � �� Y � w= o � i nT � � HARD COVER CALCULATIONS SETBACKS DRAWN BY / /� � JCB/NDG / L_L.J I I ... Lot = 10,505 s q.ft. Front =25' N House/Garage =2,448 sq.ft. Side (Garage) =7.5' DATE Porch =98 sq.ft. (House) =7.5' 8/12/2020 � ' - � '�'"�`,�';�`~� Driveway =996 sq.ft. (Street) =25 ' .��J�� `(J"-_;= REVISIONS "' Total Impervious =3,542 sq.ft.or Rear =30' 33.7%of lot 7�� ��I � � � �,� ?������lk� ��������, - ---�`--'-Y D.6 11 21:Atld wail �� EARTHWORK SUMMARY --�r�„ -�..� SURVEYOR'S CERTIFICATE Excavation: y _r>�.• ,.� _�=�Y -_�....-.- I hereby certify that this survey, plan or report was prepared by me or under Common Ex. =273.0 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the Footing Ex. =12.5 c.y. Garoge Footing Over Ex. =12.4 c.y. � Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all Footing Wall Ex. =10.1 c.y. � Denotes set iron monument improvements,easements or encroachments,to the property except as =308.0 c.y • Denotes found iron monument shown thereon. � Denotes proposed drainage CAD FILE Fill: tc Denotes top of curb Signed this 12th day of August,2020 400816.dwg Common Fill =276.1 c.y. SCALE IN FEET X900.0 Denotes existing elevation Driveway Hold-Down =18.4 c.y. PROJECT N0. =257.7 c.y. 0 20' 40' (930.0) Denotes proposed elevation X[900.0] Denotes as-built elevation 400816 Excavation-Fill =50.3 c.y. LONG Ma us F. Hampton, M . . . 1 SHEET 1 OF 1