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HomeMy WebLinkAbout13981 ASHLEY CT � ti �.. \ Sodded yO�SP � N84°45'00"W �.- 145.57 � � 39.0 / \ 932.8 J �J 932.5 � 937.0 932.9 932. 932 2 X 938.4 ^ 3.3 32 8 � 933.3 x 938.0 X 938.0 ��937.3 � 934.7l- 935.1 935.8 � 936.3 � \ � - - - - - - - _ v y x 934.6 - - - _ x 937.1 �37.8 - - �• �36�3 � \ �� t(7 937.4 937.1 �_/ \J�i1.3x 1 O �C 931.5 9�5,9. - � � / 932.0� \ x 933.5 X 935.4 938.6 938.1 938.2 �� �/ x 93 9 .8 � 937.2 I // �� \ 22•5 ssa.a � �� � � � �� X 9 ;o _ � 11 70 '�� - 25.6I- �p �J \ x 935.0 • 30.0 N -- � O J � \ x 933.3 ; � � I � � O�� �� x 931.6 �� , O � 931.3 929.9 \ ' � � 1 � �1 � / �O� L � � � �.� � \ \ .3 � 936.1�� /' � 935.6x ; \- � X 935.3 �' O c g /\� /� /� Z \ X 934.3 936. = ii N 10 / // � � L � x 932.4 � N � 7.�J 938.7 9 2 x 936.7 /L � L (J1 930.7 ` ry 3 8 � // / OO 937.8 \ � �_-- --'--- 938.9 938.8 �x 937�6 // 8.0 / ' �Q � 935.� � � � x � �x 937.7 L � 936.4 � � (� 938J� / � N� N j \ X 934.2 X 935.0 J 3 �'� / JS / ��`�/ � 4 X 932.7 / LCC' � �`D \ 5.8 938.6 � 936.9/ 'J�936.7 �9�°i.s � 44.2 j� ` x aa.o � / \ 932.3 �a � 4 �� X 938.1 1 /� �9 . 37.2 N \ x 937.9 // /�� / L �D.F � �Cr \ 935.Ox ����' 935.6 � / � f p � X 934.1 � � � X 937.2 L X 936�8 932.Ox �� xb33.0 ��� �j�7 ' � �\� / �/ 932.9 ��.��' � x 937.0 / /lJF/ .5 L� '� x 935.2 � /� � / �' X 937.7 \ X 935.1 � / L� / 932.1 x 9� /� / / 932.3 � x 934.0 � / / / x 957.5 / 933.0 \ X 933.1 � / � LL� / � / 932.3 \ � // L/ 935.� ` \ x 934.�� /�\ /� �� 938.6 \ � � � J x 934.1 �/ � � �L v' \` \ x 933.3 �j/934.3 ��/ / �� X 936.8 Cr� / / / � 932.9 � � W \ \ / //� ��' �L�X935.7 ^� � �� i ��v� \ � 934.2x � / / �� \ x 93�6 /� % // \ \ '/ / LL x 93a.9 V G� / h U' J ! / � /� x 933.j� .r0 � � L� 933.4 \/ � x 933.7 , /� X 93 / ` / / / � 35.7 / /LL/ (� '� Sodded �� ����'�/\ \ �3 2 /.�(g34.0 ��; V� /� _ �.+V 933.8 � 0 �� ��I� � (934.0 934.2L/ �� ,�� E.O.F' g34. �X 934.1 � I�I /, f�l � � � \3a.o i��j(��(J��� I ��i'���> \ �C� \\\ J"��dii�� ��Y��lf�l�4T,��, ,�-`��>_ . .., V\ ��:�#���..-1 2----•�-��^� . Service invert elevation = 929.1 (Per plan) � Denotes iron pipe Lowest opening elevation per grading plan :936.0 Lot area = 8680 SF �,S House area = 2220 SF Cf' Denotes service Lowest floor elevation per grading plan :936.0 Porch area = 86 SF 0 Denotes television box Sidewalk area = 31 SF � Denotes electric box Drivewa area = 654 SF House elevations (Propose� / As-built y �❑ Denotes telephone box Total Impervious Area = 2993 SF x 000.00 Denotes existing elevation Lowest Floor Elevation ;(936.0) / 936.2 Impervious Coverage = 34.5� ( 000.00 ) Denotes proposed elevation Top Of Foundation Elev. ;�g39.2� � 939.1 � Denotes drainage flow direction Garage Slab Elev. � Door :�J38.9� � 938.8 � Denotes spike Const�uction Noles: ■������ 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 away from house a minimum of 1.0�. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to REVISED 1�/1 2/2� GRADING AS-BUILT construction. Scale: 1 = 20 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1. Grading plan by Pioneer last dated 4-29-19 was used to determine proposed yye hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant elevations shown herein. report was prepared by me or under my direct supervision, and Lots 14-15 Block 3 2. This survey does not purport to show improvements or encroachments, that I am a duly licensed Land Surveyor under the laws of the Elevation = 939.21 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated O6/23/20. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for opproved construction a���s;o�s plans. Signed: io eer En ineering, P.A. 1.)O(-24-20Stakehuuse 4. No specific soils investigation has been performed on this lot by the surveyor. 2.�ii-tz-2o�:r�dc��a.s-n��i� The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than those shown eter J. Hawkinson, rofessional Lan urveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�Apioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER Lot 14. Block 3, eng'ineering,P.a GREYSTONE 8TH ADDITION Certificate of Survey for: C!VII.E'�VGINE[RS LAN[)PCAN\'CNti LAVUtiLfI(VLVfiRS L4\DSC{pCAHL'111TLCTC according to the recorded plat thereof Lennar Corporation 2422 Enterprise Drive Ph.:(651j 681-1914 Dakota County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600 www.p�oneeren�.�om Address: 13981 Ashley Court, Rosemount, Minnesota PI}�mouch,MN 55446-4270 House Model: Courtland Elevotion: A3 Phone:(952)249-3000/Fax:(952)4(�-1909 Projecc#:119250020 Folder#:8289 Dr2����by:CwM Buyer: Mehdi & Hanin Chouman 0 Pioneer Engincering