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HomeMy WebLinkAbout14070 AILESBURY AVE Original Survey \ � � SCALE IN FEET Y � �`�r�� Q N 1�` �-��� 0 30 60 . � i � � � � � � C��i\/ vY��.,�- 1 inch = 30 feet C N N * �j m z �c� ` �.�j w S � b 30 � I /1 T � N� \ � '� � = � - $ � � � W � w N � \EXISTING N L_lJ I I � \ � '�L,`•� � N = � � � � � � FiOUSE � � � � � o � = N v - X S89°31 '31 "E 236.31 \ � -`��R.� --_�a � �- �T "�'�� � �� � Z � � � 948.3 949.0)� (947.6) [sas.s] [sa3.e] (941.1) �J ��� R � \ , �qs�,FR \'> > � / b Z� � W � � 948�0 u��949.�3 949.2o�.P.=i� .��- [944.3] �n : ��-- 96.31 i-� i � /Vps A/pF Nq � l} �� " 1 �� Z �17 \ x(943.6 [942.4] i, � \ 9 �//� �/ � � � �� / � �� � o s.e 28.17~ sas.o) ,i � ✓ `-," �Ss4F FqR,q� � � �,h � / i � " � � w W � o �� \� � tW sas.� �;------------------- qi o� 9R?s �sQ �S 492FN pF Mpq /�y� � �j �� � � lcn a ��� �� �bwE94a.5� ^I �F- _____ ,� & R N � � v N O q� ���\�o �°% � �� �a I � ''--___, �s � '�4�080�Y �-- � � � �m � 9 � � � � � � ` -_ 19.83 i Vl��\� O `� [942.3] [939.5] �� �''-_,__,_`_` � � \ � ' � � � 8.4% � r X= O � x � x w 937.8] \ � (�J� '� l(j '�co � w � w �x o ,�� '� --__,__ Q9�9,� \ N � � O � t p � � O\C� i Q i�N w� �- ,,' � O`� � CO °'N I 3 � `�� � ' \\� ;<rn Q �w POND �2 '-__ � I z '. u : � [ ]Zo�a o� 25.5 ,"•.• Z W I NWL=926.00 FT ` � I 9 �\�\o [sa2.i� � 100YR HWL=931.78 FT 9 � � � � � X [947.9] [940.6 [935.5 �w �� � 20.\� ] ] � 10YR HWL-932.22 FT ,�� . � � � r ^ �49,� _ sas_�] x X x�^� 933.1] DAY SNOW MELT=932.22 FT � � � V J � 949.2 I� 948.0] [943.1�941.1][940.4] [934.6] � : ,,-- �62.�� _',\ �` � ..� ;� � � � (949.3)� (941.1) saz.a ' �� � � � o J � ,. .. _ [s4s.2] - / ?3J �o � � `° S89°31 '31 "E 302.11 N � °� � � � I M LiJ � � I � � (.� I � � v � Q � O�i � �T � `O I � t q \ �d a� 30 Q i �. � L_�/ I ♦i � � q x � .. � � Z�o ��-� -- ooa� o x � o _� X`=Q � (nU PORCH w �3 �j O � a o I T .., � .. ,.���I �. - F �c i� � I ,�•-� .�..+ti�. rk.'\!S�+�fl'�tjL.� �.���it.• ., .. \ � "y Y� � ,.s�,. �- z c�- �q . M E mo � Denotes set spike � �i o PROPERTY DESCRIPTION BENCHMARK O Denotes set iron monument O J Q • Denotes found iron monument Lot 2, Block 3, PRESTWICK PLACE 14TH ADDITION, Dakota County, Minnesota Top nut of hydrant located at Lots 4 and 5, Block 4=949.32 � Denotes proposed drainage DRAWN BY tc Denotes top of curb PLM/TAM PROPERTY ADDRESS FLOOR ELEVATI ONS x9oo.o Denotes existing elevation (930.0) Denotes proposed elevation DATE 14070 Ailesbury Avenue, Rosemount, Minnesota Proposed Asbuilt x[900.0] Denotes as-built elevation � 3 19 Garage Floor @ Front =950.1 =950.2 REVISIONS NOTES Garage Top of Block =950.5 =950.5 1 24 19 �dths House Top of Block =950.5 =950.5 6 18 19 Final Grad 1. Bearings are based on the recorded plat. Lowest Floor =942.5 =942.5 - � 2. Building dimensions shown are for horizontal and vertical placement of Top of Block 6 27 19 Drivewa structure only.See architectural plans for building and foundation at Lookout Window =945.7 =945.7 SURVEYOR'S CERTI FI CATE dimensions. 3. No specific soils investigation has been completed on this lot by James HARD COVER CALCULATI ONS I hereby certify that this survey, plan or report was prepared by me or under R. Hill, Inc.the suitability of soils to support the specific house proposed my direct supervision and that I am a duly Licensed Land Surveyor under the is not the responsibility of James R. Hill, Inc. or the surveyor. Lot = 17,499 sq.ft. laws of the State of Minnesota.That this survey does not purport to show all 4. No specific title search for existence or non-existence of recorded or House/Garage = 1,750 sq.ft. improvements,easements or encroachments,to the property except as un-recorded easements has been conducted by the surveyor as a part Porch =110 sq.ft. shown thereon. of this survey. Only easements per the recorded plat are shown. Driveway =833 sq.ft. �,I 5. Proposed grades shown were taken from the grading&/or Sidewaik =91 sq.ft. Signed this 18th day of June, 2019 CAD FlLE development plan prepared by Probe Engineering Company, Inc. Total Impervious =2,784 sq.ft.or 15.9%of lot Civil 3D\381294 �I 6. Grading plan date/revision date: 5/30/17. PROJECT NO. � 7. Sanitary service invert elevation per City engineering 38�294 I department=935.98 Ma us F. Hampton, M . . . 1 SF{EET 1 OF 1