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HomeMy WebLinkAbout12720 ARDMORE CT i � X , 926'� I X � 92�2 923�x 1 �1 �'� ��00$ `� g2�8� 92�?x � �I 1 '�.. N9q9.0 � W � 92�3 �� � �2�9 x 925 g X 9q3.2 6qX � g36�936 4 92 . . 936 5 EN ou�se �6 x 92�3 9Z�2 925�/j '1 1 O 1 ��� 92 ' Xx g2'i. , I I ' a36'4 2a 3 2��X 9� � � 9 9j�• 93�� 4k�'C�2�•6 � / / / 6 x I 1 X � . '� `x 936 6 g3�4 93�. 92�� / � i 925• 1 92�3 � 934� g35� 9�6� g29� , / a x I1 92�a � . g35 4 x 4 , � 926. \ g3A 9 x g 93�a g29� � 92�� 1 Q) 933' � J� . / g3�,r GJ,`Z.''�� �,� 925.8 x I p 11 1'� �336 g34.S x \ � �� � i �93 d 2 � I N o. I POND 100 - 5 g34.2 ��� 935` � h, ,/Y 9Z65 X � �D o OUTLET=922.90 � g33. i � 2�"8 , ' c�o i°c o � 1 0 0 Y R H W L=9 2 2 � � �9�� g33. c r� i 935;1 ,�� � ��'�� 92� �1 �- n g1�2 10 DAY HWL=923 � g33•4 S 33 C q� �'� '� r' `� 1 �O p. X 23. x 92�5 � 6 3 I I 3 1� 9 p ,/� fl � � g2?� 8 1 � � J � 933 3 93A\ � Q 'p✓'� O � S ,,,,°� � 925.9 X -p � � �\ ". yJ5 B �p � /O W' O fi '^ I � � G �,✓N � /'� G � rt.L � aY � 33.3 \ \� � g35 B,! �` � g26� x I I J I 9 �� g34 8 � O �� ` I I \ � � �� O ' Z � I � v 934 2 � � 5 �/ 9�5 '� -'� 9Z1 4 1 . �O �� I ��� �� ��.2 g35 4 9 5 5 16� � 925� x 1 II o I II /1 � �� 9 935. ,/� � x . I 7O s�1� � 9�3` g54.2 934. 1 93A 9 g35•5 93q 8 0 5'��"� /' . �_ 926�__ g22;1 2�a x . � 55 'w ^ � .,r'� 2 -- 45.8 -----�_ z2•e a � ��(� N. �• I 93 '� 5 � �Q.!L g2'I' 9_ � \ - � O' g34 X93q 6 ' `f 9j0.9 . I I � j� 1 q�b' " / 5•a 35� x � I � � O + 9��1 g34.2 x �� I �35 o g34 g � 9 926 9 X 925 9 I � �. ��� i G _ _ _ , , I I � g335 g335 � 934` ��- _ - x932 - - - - - - - I �� � � I � g33.� 9�� �_'_" _ _ - - - - I �,. M g293x _ J � � N I 932 9 � �Q 9J3 9 g3A 4 x 926 5 - - � � ,, I v/934 Z x 9�4 g3 g34�X x 9Z1, 5 6 9 I 5 920 6 xN �� 8 9Z 923 I 935.3 932' �O � I 934.8 929 S X 9Z5�x �I � i 40� x � � ---��� 93 g34,x g35� Fk�S 926 9 x 925 8 I � / 9�.� h'o�se 9 933� _� I � I �`� = S85°57'04"E g3��x � x � � �/ �,3 . ���.0� g2�� I g2o9 x /�a,�� �'�i - 0��3�' � �,�.�.. ��n+u��# t3�vi�v��d: �� Date• SEP 9 2022 Service invert elevation = 923.9 • oenotes iron pipe (Per plan) �� Lowest opening elevation per grading plan :927.1 Denotes service Lot areo =9921 SF ❑O Denotes television box Lowest floor elevation per grading plan : 927.1 House area =2115 SF � Denotes electric box Porch area = 137 SF ❑� Denotes telephone box House elevations (Proposed� / As-built Sldewolk o�ea = 44 SF X 000.00 Denotes existing elevation Lowest Floor Elevation ;�g27,6� � 927.6 Driveway area = 716 SF ( 000.00 ) Denotes proposed elevation To Of Foundation Elev. Total Impervious Area = 3012 SF � Denotes drainage flow direction P :(935.6) � 935.6 Impervious Coverage = 30.4% � Denotes spike Garage Lip Elev. � Door :(935.3) / 935.0 LIP ■�����■ Denotes proposed retaining wall designed and built by others. Construction Notes: 1. Install rock construction entrance. 2. Install silt fence as needed for erosion control. 0' 10� 2�' 3. Sidewalks 5ho�� drain away from house a minimum of ,.o%. REVISED 5/20/22 GRADING AS-BUILT 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scale: 1�� = 20' 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. Wall will not be installed if the grade is 3:1 or less. General Notes: Benchmark: 1. Grading plan by Pioneer last dated 12-3-19 was used to determine proposed We 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 6-7 Block 1 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 = 935.71 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 04/12/21. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plons. Signed: io eer En ineering, P.A. R��a�13Sziscakenouse 4. No specific soils investigation hos been performed on this lot by the SUfV2yOf. 2.)OS-25-21FoundationAs-built The suitability of soils to support the specific house proposed is not the z.)os-zo-zzGrad�o�ns-b���� responsibility of the surveyor. BY' 5. This certificate does not purport to show easements other than those shown eter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com � 6. Bearings shown are based on an assumed datum. , PI�NEER �ot 8, B�o�k ,, ����,P� MEADOW RIDGE 3RD ADDI110N Certificate of Survey for: l'IVR.ENGMEEkS LANDPLAN\CRS LAVDSC�RVC�"nRS LA\DSC'jYL:ARCIIITCCTS --- according to the recorded plat thereof I,eririaT COl'pOratlOri � 2422 EnterpriseDrive Ph.:(651)681-1914 �QkOtd �iOUllty. Mlrlfl@SOtd Mendota Heights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600 C�J www.pioneereng.com Address: 12720 Ardmore Court, Rosemount, Minnesota Plymouth,MN 55446-4270 House Model: McKinley Elevation: B3 Phone:(952)249-3000/Fax:(952)404-1909 Project#:120145023 Folder#:8407 Drawn by:CWM Buyer: Inventory n P;�.nPP�Ano,�PP�,n<r