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HomeMy WebLinkAbout12580 ARKLOW AVE - Original Survey � - x g2� Wetland buffer �� ������ per grading plan� x 92q2 0�1 O V i.V�� g26� � x � 9 x q25` \ Wetland setback , ,\2�a \ �_,.E\ per grading plan 8Y: � � � ��`------- g269 L I ��` ---- x �i� � � \,�� ��� x 9Z6� \�?ls /x g2 1 \\ ,�l xg�2� k�6h .�/�� ,-�j1 � ea �' 9� 925° 9z5° /` � 5 1p�� oQ�ye �' � ' � \ a Q� o� d ' \'� 4 � \.�µe �// x 926 9 �/� \ x q32 �j i� / \ \ x 9�2 5 %/g}�S g26� //�� ' ,�\ ,� x 93�� �1 � � � � , ` �,6' � � � \� �/ `g \� /7� O I ��, g2°� �� ��` �' � � � 926.26 � �u,,,� �J1 -� �� ' y�� Benchmark � g24$ x 93z9 J� .'�/ 932.59 5� 9z�� �� �� � � � ,�� ; .,�� NOo X 93z5 Benchmark 6� �� � � i � 1 6 �//� � �(� � \ Q� X g529 x9� �.7/ �\7_1/ \ � /\ �� \ /�/ / / �\\ xg2�a \ 00. 6 / \ N 7 � �2 ,�� / \� 6 r01 /�/ / /xg,t,2 g166//�\�� \�� \\ x9226 \ �� 9j29 �- `g��50 � �� ��� g3�� i �\ ��� 43 POND 200 \ � \�� 2 ' ` � � �2� �\ �`O �\ g2 OUTLET=923.70 \ � � /2 � -a�`'. 100 YR HWL=923.23 r� \\\ / 9�26 I i�� a?\1 / / / ��o�, / �''� �� x 9258 �� \\��\� 10 DAY HW q2 924.32 \ 2 \ � �L i� � \� `� � 4�g % `J` � `� ��, � { "� � g3j 0 �� 325 �2 q26 a � \ \ \ `�� �y �\ / � / / \ � � C� � � ; �. �� � � � � // / �lJ � �5 Q:y p ,L6.4 g26 �J� \ \ x 9222 •� i � O : O `� g3 -Q 9 i \ �i g3� � Q�o W o / o '�x -�N°' ,��0� N � � � � 923 9 �l \ � \ .O � � / � � (0 � � O� �� lP i �z� �l� \ �/ � 9��� \J ��\ � '"J � 6 25 / O � i�j� � x �4 � � � �J �� � \\ o $ � °� � q31� �% ' `� / -�/ /� J �0 92�� 1e \\ � 1 255 ��\ � ,�612 �/ X 9�/6/ �10 O 9�6�/'/ i/� � � - � .O �g lJ 6 / '� g26 '� , 221 � �\ �\ 932� �� \ �g3 O 93� / j �` � l / ' g23.q 23 3 X 9 i � � � \J � n5 �0/ �i g26. \\� � i CP � � � \� �\Cl�\�o \ � m `•'' ��21 %�� N \ < � � r� a � � �, w 'o� ,� � � � � �'g25� N \ 932- � � � i I;J. \ O �O � • g3�Z � 932 4 l i � �1\ � �\\• J•�\� � � J 5�9 g3�9 � i � L,,41 \\ � �r O\�� 93�1 \ � \�� � / 93�� g26� �92 5 6 1, �L�\ � � ��� � �.P 926.13 x g2 �9 29 �\ �� \ � �� 60 28 Benchmark x gzi x 92 �\ � \ � e32' �0 � � � � 932.19 G� � � g33 x 9,�ZZ Benchmark�9.y�� � � � � � 93�� 0 4 g32 O-- x 193�� '\ 2� '�- 1 1 L�� 9j2 6 �O � I `` x 926-a-.-�g26 � 1 W �� � 9} _ I � ;O �--- 1 2 � .../ 932,�g3�9 1� x 925-a X 923�A x 9 �--- d � n� �i FOO�ttio ximum Drive �� �`d+1L;�`'."i ::+ x g�ZS ���q3�o P H�pUse 93� �•J 2 1 3 � City Z ning Ordinai�e i , X 122.0 � � 932 5 �' s+� ._.. � I � �-- ---- - ------- -- - - -� ,ti1aX�tMUM SLOPE IS� �1 (25° ) o �9325 �30"E ; EROSiON CONTROL � NO GRADING IN THE D& EASE EN�T N�4�51 � MUST BE I N PLACE �v0 RETAINMIG WALLS OR �RUC URES �N T�E p& U EASE ENT � BEFORE FOOTINGS � � INSTALL FORD A-1 METER BOX ; PASS INSPECTIOfV ' Ser�ice in�ert elevation = 923.8 COVER OVER CU?�� ��^Y T?'�? ��'T't-'T'�vAY � " - - - - - - - - - - - - - - - - - - - - (Per plan) � Denotes iron pipe Lot area = 10344 SF ;�p SPOIL PILES �� Lowest opening elevation per grading plan :926.8 House area = 2283 SF ��. Denotes service �N RIGHT- �_�,n, .�Y Porch oreo = 137 SF �, �O Denotes television box Lowest floor elevation per grading plon : 926.8 Sidewalk area = 44 SF � Denotes electric bax Driveway area = 690 SF � Denotes telephone box House elevations (Proposed) / As-built Total Impervious Area SF X 000.00 Denotes existing elevation Impervious Coverage 30.5% Lowest Floor Elevation :(926.8� � ( 000.00 ) Denotes proposed elevotion � Denotes drainage flow direction Top Of Foundotion Elev. ;(J34.8� � Construction Notes: � Denotes spike Garoge Slab Elev. � Door :(934.5) / 1. Install rock construction entrance. ■�����■ Denotes proposed retaining wall 2. Install silt fence as needed for erosion control. des�gned ond built by others. 0� 10� 20� 3. Sidewalks snau drain away from house a minimum of ,.o%. p�ANN DEPA TMENT REVIEW 4. Contractor must verify driveway design. 5. Contractor must verify.service e�evotion prior to construction. 6. Add or remove foundation ledge os required. 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. � � � SCale: 1�� = 20� Wall will not be installed if the grade is 3:1 or less. General Notes: Benchmark: 1. Grading plan by Pioneer last doted 12-09-20 was used to determine We hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant ro osed elevotions shown herein. Lots 20-21 Block 1 p p report wos prepared by me or under my direct supervision, and 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 = 935.46 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, doted 07/15/21. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction Signed: io eer En ineering, P.A. Kevitiinns: plans. 1.1��7-Il-21 Stakchuu.c 4. No specific soils investigation hos 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 certificote does not purport to show easements other than those shown Peter J. Hawkinson, rofessional Land Surveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonOopioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER �°t 22, B'°�k ,, �111e�'Y111g',P�� MEADOW RIDGE 4TH ADDITION Certificate of Survey for: � cni.,.m�u. ia�-,n�..�u. �.,�:,:�v�:�. �w�, i�.n.� ,i�i>u,i-r-��r. according to the recorded plat thereof Lennar Corporation 2122EntcrpriscDri�c Ph.:(651)681-191�t �dkOtd �.OUflty, Minnesota Mendota f leights.�IV S5120 Fax:(65l)681-948R 16305 36th Ave N Ste#fi00 www.p�oneereng.con, Address: 12580 Arklow Avenue, Rosemount, Minnesota Plymouth,MN 55446-4270 House Model: McKinley Elevation: C3 Phonc:(952)249-3(H10/Pax:(952)d(�-1909 Projcct:':1 21134018 Foldcr=:8537 Ura��n by:CWM Buyer: Inventory (('1 Pinnrrr Fnoinri�rinu