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HomeMy WebLinkAbout12731 ARDMORE CT Original Survey � ' i �1"Nx����Ui�� J�Vi-�C iJ -i;� �2�`;'�� I II '��0 GRADING IN THE D & U EASEMENT �q.4.7g I � ti�C RETAINING WALLS OR STRUCTURE'=� � � '� IN THE p & U EASEMENT 933.52 � � ,a�6��a„"� Benchmark ��� � I S � g33 5 x g33� x� .3� ��� 933.2 � � 933.3 933 O �� 933.3 � II i o x� Vacant `� 32•�3 g7}.6 4.5) � n I 933. QI 932.86 C93 7 � 933-� I I Q Benchmark 9336 J 93j' � /� � � i� - � �Q � � I ; 933.0 x 953.3 49.8� _! 1.� � � � , " � 1 (7 � (g33.5) � g}2.9 � � � x 933.i x 9J2.7 x � � �� � 1 O g}4.3 �• I � II � 932'8 �3.1 x 933.2 953.4 M v J� � � i_933.1 26.5� O-p � � � � '� � � � / N •o I � � � � � r7 9328" � ��T _- ' ,O O tD �� W g � � M i '� � � � �-- .� 41 �p I �q � g}2. �Q� � � q32.3 X •/ � � _ 1 � N O � I / �� g33. 931.8 �� 1 S.B} p '� O (D e33z --- 3�•6� � eP ct1,+ 9329 G� x �`��y�.��j�Y CS� x g37.5 x-- 6 ------------ 932.4� � 37 ��� O 9} �'j.Q� _-- 1L�"�1/ � --T-----� 2. , �'�\ � g]3.4 x933.2 x �}2.9 K 932.4 �O g33.0 g33�1 g}2 � � � /� \ ` g32� x �� �� 1 93J.7 1 � � � � X � �/ 1 /� �O ,1� 7.1� g33� \ �]2�� 1 � ` cC �D- 1 2 8 � t�0 (� 'P_O'�O ` ,___ -" 6� 93�.8 g33.4 � � (� � W 'C O � g32 g /" 1� 1 X � / \) � 932.8 x 932.3 x 1` 931 9� \1 932.1 x J X O �x 932/.y �� 4 2.�2� O u U� 1 1�1 }X� // 93J���� .9 ` � O ` / � 3 � �9 � 3.2 ! 9J2 v�/ � O , � � y� / O� x93 J\}o x 1 3 � 93 x 5�g . � � -�"j \ e3�e �� ?. o �� �w�9g�� � / 38•�a g32 8 ��S � Ben h maXk \ X 1 � p. 4 9 9 I / / 932.9 1 �� �• Y / ` 7.1 / `/ -O =�. ���• � � / 1p���. 932��x� 1 9� � O � 1 931."I � � / \ � �� S J g33.4 � x � ', oo � ,� e�z9.\J w 1193t.0 1 � 1 /9�q x � � � g31.0 x � / \� / 6 / 9329� N x 93��x 1` � N � �Dc�' � � � \ I / � 9329�� V � � � 0 930.8 X � 1 929.88 � / � eza.o i `. O \ Benchmark �� X ,� Z � � � � �l � g329 x a 1 1 � i` � � 929.8 g�,(p / � � � 929.3 x 1 � / � Q`��O� �� / X � x O / ��. 9289 x \ � 927.7 927.}/ � �/ lS /�x ����4 i.. '. -`�r: � 1�. . J _:� �� 9267 � ��� �1� ���I `r'. �/��i 928.5 928.8= ------------1----_� f.9\� 1V "( \ v 92' �''\\ ,� 2s9J �\ �` � ` �� � -�� �Wetlond setback '� � J� per grading plan g26.5 ��,,, x �r.,. � - � * . _ , _, . -. _,.- v 9?J.8�h ��` 9262 'I U. . ,. _ . . . i. 926.1 `\ l.�'iJ �4 1L�i� � ��i,�l 4 ��., . . . c'� r9 \�\ �. ,'_ � •_ , �o°`. ?S\ 92'�� 925. � . . � - , . .. ., . . .. . . . . x � ,:..W � ������Ci8t91a� �a . ..�_ ... ---- -- _ \ 92aJ x .. Zs., ��� ///��� Wetland buff r ```ezz 3 " '��++� ,' ; - - - •- ._ _ _ .. _ _ .. __- - - - -, 925.0 � 925.5/ �2' g�Odif1(3 ^� i 1.-1 1��16„fi�� LI��`,S ! �1, i� . - ��gti��l c'���v � '�''i�J^'" �?r= �9 !�1, /.�; --_�_-----�-- :� 1 ,� d � �-,_ ` 92�� g21.6 x �• . t �E����� ��;w°!j�1�`��� . ; P�"SS I�,'SPEGT��r� ; OZOZ 9l �dtl � 920.6x - - _ .. _ _ � - � " _ _ _ ._ _ - - �- - - ����� Service invert elevation = 923.9 � Denotes iron pipe (Per plon� �S Lowest opening elevation per grading plan :935.7 �° Denotes service Lot oreo = 13135 SF � Denotes television box Lowest floor elevation per groding plon : 927.2 House oreo = 1948 SF � Denotes electric box Porch area = 124 SF � Denotes teiephone box House elevations (Proposed� / As-built Sidew0lk ar80 = 29 SF X 000.00 Denotes existing elevation Driveway oreo = 689 SF Lowest Floor Elevation ;(927,7� � Total Im ervious Areo - "-,,, SF ( 000.00 ) Denotes proposed elevation P �+�� � Top Of Foundation Elev. :(935.7) � Impervious Coverage �21 24�� Denotes drainage flow direction �� � Denotes spike Garage Slab Elev. � Door:(935.4� � ■�����■ Denotes proposed retaining wall ConstruCtion NoteS: designed and built by others. 1. Instoll rock construction entrance. X Denotes fence (barbed wire) 2. Install silt fence os needed for erosion control. 0� 10� 20� 3. Sidewalks shall drain awoy from house a minimum of 1.0�. 4. Contractor m�5t verify driveway de5�9�. PLANNING DEPARTMENT REVIEW 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. Scole: 1�� = 20� 7. Retoining walls are conditional; Wall installed if the grode exceeds 3:1. Wall will not be installed if the grade is 3:1 or less. N d0 �I Generol Notes: Benchmark: 1. Gradin lan b Pioneer last dated 12-3-19 was used to determine ro osed Top Nut Hydront 9 P Y P P We hereby certify to Lennar Corporation that this survey, plan or Lots 6-7 Block 1 elevations shown herein. report was prepared by me or under my direct supervision, and Elevotion = 935.71 2. This survey does not purport to show improvements or encroochments, that I am a duly licensed Land Surveyor under the laws of the except os shown, as surveyed by me or under my direct supervision. State of Minnesota, doted 03/23/21. 3. Proposed building dimensions shown are for horizantal location of structures on the lot only. Contact builder prior to construction for approved construction p�ans. Signed: io eer En ineering, P.A. K�����<,�� I.l 0�-2�-21 Stake huu.,e 4. No specific soils investigation has been performed on this lot by the surveyor. 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 Peter J. Hawkinson, rofessional Land Surveyor on the recorded plot. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings show� a�e �csec o^ c^ cssumed datum. PI�NEER f'l.e�'Y'1. P.A. MEADOW RIDGE I3RD ADDI110N ,,,,.�,,.,k. ,,.,�,,..,W. ,,.�'?�w� , ,,.,'�� _ ,,. Certificate of Survey for: according to the recorded plat thereof Lennar Corporation 2�22 Enterprisc Dri�c Ph.:(6il)681-191�1 �d4COt4 County, Minnesota �lendota Height�,�1V Si120 Fa.r:(65116R1-94RR IG305 36th Ave V Ste�i600 www.p�rn,eereng.com Address: 12731 Ardmore Court, Rosemount, Minnesota PI}•mouth,�iN SS446-4270 House Model: Lewis Elevation: 83 Phonc:(952)249-3000/Fax:(952)4(�-1909 Projecc: :120145020 Foldcr N:8407 Dra.�n by:CWM Buyer: Inventory (c'1 Pinnrrr Pnoinrrrina