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HomeMy WebLinkAbout1789 131ST CT W Original Survey I � J��I I �C�C� f1 H PROPERTY DESCRIPTION � Lot 1, Block 1, BELLA VISTA 6TH ADDITION, Dakota County, Minnesota � � � � '� onstruction Entr� � � � � � 62�� � � PROPERTY ADDRESS � � z o � W �? f1 � � � = Z, � J �_ ,6.5 �j� � � o �'J � ��� � 1789 131st Court West, Rosemount, Minnesota � � z - N .�� �, � � I �� _ �; m � � � g5��?o) ��'���'Q�-P� G �o � 5 INS'�.^�LI. �'QRD A-1 ME�'�;_ . NOTES ' z o � �9 5 4 G F- Q F'� � ','0 9 5 1.9 X \ C n�T E I?, p�,�?? ,�;'i?n F r,:;� g;+T �.,� ,��•; 1. B e a r i n g s a r e b a s e d o n t h e r e c o r d e d p l a t. � � � ! c� - �r',, ��P���`'�� � ,��� \ L_�J I � 2. Building dimensions shown are for horizontal and vertical placement of z � � ^ �- , structure only. See architectural plans for building and foundation � w N � � F,P � � \ `� �F \ � � i ��Fa�����9Nlfil�Jt71 D�64'�,:.: ,' 1��:�b5'i �`w� Q � , REPR P p,p � d`� r. dimensions. � � � 6i � �O gL OP�R � \ � � V �v���l�C�n l f 1 C� �C U i E i�'?��v�= 3. No speci fic soi ls investigation has been completed on this lot by James z ; o X 9 5 5.1 p 40 � R P��N� `s 9�%6� R. Hill, Inc.the suitability of soils to support the s pecific house pro posed � Q � � �5• � � oN o � N g.2 is not the res onsibilit of James R. Hill Inc. or the surve or. J o g�.�� ; 4 s�P�N o P��' � SCALE IN FEET p Y � Y � � 5 �9 X oE�K o Po� \ V� 0 20' 40' 4. No specific title search for existence or non-existence of recorded or � N ` / g5�•g� �• un-recorded easements has been conducted by the surveyor as a part � 5�� \ �p, ,. ., _ _ _ of this survey. Only easements per the recorded plat are shown. �U, 1 \ O � �. � � ^ � � � � ' S. Proposed grades shown were taken from the grading&/or o 'o � ��� o P�SEO �'� � � -�S(,j j�0;�; �i„t;'•.,� ;^h'�,':,. , development plan prepared by Westwood Professional Services, Inc. �� g0� 9 � P N0�5��� \6'o J � (V��,JS-r B� ��� �L�iCG��� 6. Gra ding p lan date/revision date: 7/30/19. � 1\ •�, `WPL�O '�� � � 7. Sanitary service invert elevation per Lennar=950.70. � 1�� � \ j i BEF��� �'(��'T'Et�l�.,� : 8. Plan No. N601-GENESIS'C' �, �o � � o ; PASS INSP�CTlON ; . �,6 �0 po \� , � z �50 � - - _ _ _ ... - - - - - - - - - - - - - BENCHMARK w o W Rp,GE � � � �J " Top nut of hydrant located at Lots 18 and 19, Block 1=963.33 > � o� N GP � N , NO SPOIL PlLE� � o 1 N ¢ � � � � o a o � ��°���� ��'3 ��rHT�n�-��^��`�. FLOOR ELEVATIONS � � _ � � � 1 N 5p/ PGE 4 p8� �L O�" u- � � � �J � p0 •0 2�• GPR� � � g �� y Proposed O Q cn J �6p 8 � 9g3�� /o,��00 Xg59� r, s�`A�,� � Garage Floor @ Front =963.1 � � Z J = � � 1 9 � �SEO g 0� o .�, � ?� � F� �� Garage Top of Block =963.4 Q J w �, P � PORVEWP� �� ' �962' \ �' ° ��� �`�P House Top of Block =963.4 V °O o ,p � � U, a / 9 g5�' NG S Lowest Floor =955.4 � � � I, -�� rn 1 � � �` y' S� o 0 r O Z N � � •-1 0� � E�`\ � m ' L a2 N 11� � ' � �� o � T ' ��T � o �O � � / / `� U J ��� � 1 �� i � + �'' g5�� HARD COVER CALCULATI ONS SETBACKS DRAWN BY �� 0 �, �� � � , / D��1� o � / Lot = 10,341 sq.ft. Front =25' ��B J f ''20 0," R/S,ZQ�� / House/Garage =2,677 sq.ft. Side (Garage) =7.5' DATE o Porch =90 sq.ft. (House) = 7.5' 3/31/2020 2 42 � Driveway = 1,095 sq.ft. (Street) = 25 ' (g6�•�X 96p 8 �� Q� / Total Impervious =3,862 sq.ft. or Rear = 30' REVISIONS 96�'� Ov�� 37.3%of lot " � " PWiNiti� ���.���-- ;�r,t�r ���',�t����,.�.. .. r�."- 0 5 1 �� / I v EARTHWORK SUMMARY 96 `�� � -- `� SURVEYOR'S CERTIFICATE Excavation: 2 �'' 96�• o � I hereby certify that this survey, plan or report was prepared by me or under Common Ex. =123.9 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the Footing Ex. =14.7 c.y. Garoge Footing Over Ex. =9.6 c.y. � � Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all Footin9 Wall Ex. =11.3 c.y. / � Denotes set iron monument improvements, easements or encroachments,to the property except as =159.5 c.y � • Denotes found iron monument shown thereon. - Denotes proposed drainage CAD FILE Fill: tc Denotes top of curb Si ned this 31st day of March, 2020 391190.dwg Common Fill =477.6 c.y. X900.0 Denotes existing elevation Driveway Hold-Down =20.6 c.y. PROJECT N0. =457.0 c.y. (930.0) Denotes proposed elevation � 391190 Excavation-Fill =297.5 c.y. SHORT Marcus F. Hampton, M . . o.47481 SHEET 1 OF 1