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HomeMy WebLinkAbout12590 ARKLOW AVE - Original Survey INSTALL FORD A-1 R�i�'i ER BOX 22 Foot Maximum Drivewa�� ���:��;� �'a� '.'�+�i��1u",1 SLOPE IS 4:1 (25%) CQVBR OVBR CU�RB �C��; I'`d DRIVEbVAY Ci� �o�ip�cJ Oruinance ��0 GRADING IN THE D& U EASEMENT 'r'� R�TAINING WALLS OR STRUCTURFc '�� THE D & U EASEMENT ��G ���OIL PiL��� _ - - --, iN RIGHT-nF-1N,�,Y ; EROSION CONTROL � 122,02 9ZZo ' T BE IN PLACE � � � MUS \ � BEFORE FOOTINGS ' •� M926� N,405��3p E � � � X 9z�z ; PASS INSPECTION ; ,\ x 9z6'4 , L L \�� �� x 9X 9 1 � ed �N� x 925 9 \ - - - - - - - - - - - - - - - - - - - -� \ \ p`� \ • �-'�\ P<oP�se �a'i 0 �\ / �g31.7 Stokea x 926� �-k 926.1 � � gZ3.1 � � � , N 932.4�c"����/ �931.6 �926� / lJ \ �931 9 x 931.3 �.�c g2fi.1 a 92J3 x 922.1 � ,- 926.19 � �� � Benchmark 923.4 � ` � X 932.8 s l�\� \\\ ����/// r g2�j.2) 925.7 / �1 \ �CP 9332 x 932.4 '�� � l � I J� ��9319 ' J � i \ �� \ e�z., 932.19 5��2� 9262 / L� � ' � 3� � Benchmark 9�1 3 � � i1 � x gZ56 I (n \\` \\ Zi � 3 5�� � � � � I x e 9 x 9 2 29 O � � 9� \w �9 93:z � � � ___.� c0 �\ � �, 2� 08 ��� �, � e3�.±__---- i � W \ o �' ° �i � � � 9}Z 5 � / � '��__ f 20 50� g}1.3 1 lO � i \ 952 6 � O �N x 926.4 926.� I O lO � � "� y�1.1 i � N � � 10 �1 O j 'Z3.�J� j �g}2.t 3�9 / � x 925.4 3 � 923.a x 922.4 � 6 pp � ?�a POND 200 h � 9jz o-° � 32.0 0 �',� ,3,/ ^ � � � a OUTLET=923.70 � ` 1 � w o // c� N 2 3 � �I 100 YR HWL=923.23 �` I 9}2.5 � �� �o � o � '�, �_/ � �,, � x J I .o �.. 10 DAY HWL=924.32 I � � i II o �� � o- � � -n c�x 926.3� J '� ��i� 1 9325 � '� '� N N /CP I � � � ��1'� -- I25.5 - /13.79 316__ ---" � � a/ � W m �� ��I� 93 �9 8 931.51�� N � / x 9252 I 9231 x 9Z2.4 � y� I 3 � I �� .� 1 0093 g31.7 j . � l7� -P 932.4 I II ^ O f /� J _ 44 -- i g232 L� I� �_{� /'� � � � 7 Cr� � / 925 8�-�-�� �� �n s g}2.3 t0 1 W 'w ,.� / � W �C � � (p ,/� � 3a.2� � /� Z� 1 'I + � ��� 5.79 � x 926 4 ��N _ - J G� I �� I �-__ 931"I _ _ - - T-CP CP 923 5 5 T I I - -J � _ _ - - - - � tD 925.3 923.4 x 922 � � � 1 I - J � I' 931.0 926.3 � n� � 9}Z.a cn �-� � 50.23 (925.0) N ��_ � g}2 2 ^ 9}� (933.2) 925.71 w � i _ � 27.08 Benchmark � '' <- c,+ 931.92 ez3 a �� I �v Benchmark � N �`t \ I W Vacant rn 932 3 x� x 931.2 x 9262 � x 925.5 �g32 5 932A v I 122.OL � 30 � N 85°56'27"E _-,°Dc r.4)•J+ f �^i n ■� v, � I� � lO, ` � A0_ �•V � �' rn Service invert elevation = 923.4 J (Per plan) Lot area = 8644 SF � Denotes iron pipe House area = 1957 SF �� Lowest opening elevation per grading plan :926.4 Denotes service Porch area = 127 SF Lowest floor elevation er radin lan : 926.4 Sidewalk area = 47 SF ❑O Denotes television box P 9 9 P Drivewoy area = 668 SF � Denotes electric box Total Impervious Area - SF �❑ Denotes teiephone box House elevations (Proposed� / As-built Impervious Coverage = 2.4% X o00.00 Denotes existing ele�otion Lowest Floor Elevation ( 000.00 ) Denotes proposed elevotion '�926'7� � � Denotes drainage flow direction Top Of Foundotion Elev. ;(g34.7) � � Denotes spike Garage Slab Elev. � Door :(934.4) / Construction Not_es_ ■�����■ Denotes proposed retoining wall 1. Install rock construction entrance. designed and built by others. 2. Instoll silt fence os needed for erosion control. 3. Sidewalks sholl drain away from house a minimum of 1.0�. 0� 10� 20� 4. Contractor m�sc verify d���eWaY design. PLANNI G DEPARTMENT REVIEW 5. Contractor must verify service elevotion prior to construction. 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the grode exceeds 3:1. Wall will not be installed if the grade is 3:1 or less. Scale: 1�� = 20� � General Notes: Benchmark: 1. Grading plan by Pioneer last dated 12-09-20 was used to determine proposed Top Nut Hydrant elevations shown herein. We hereby certify to Lennor Corporation that this survey, plon or Lots 20-21 Block 1 2. This survey does not purport to show improvements or encroachments, except report wos prepared by me or under my direct supervision, and Elevation = 935.46 as shown, os surveyed by me or under my direct supervision. that I om a duly licensed Land Surveyor under the laws of the 3. Proposed building dimensions shown are for horizontol location of structures on State of Minnesoto, dated 07/15/21. the lot only. Contact builder prior to construction for approved construction plans. 4. No specific soils investigotion has been performed on this lot by the surveyor. Signed: io eer En ineering, P.A. K��������� The suitability of soils to support the specific house proposed is not the i.1m-�F-Zise�k�no�,e responsibility of the surveyor. 5. This certificate does not purport to show eosements other than those shown Bl': on the recorded plat. Peter J. Hawkinson, rofessional Land Surveyor 6. Beorings shown a�e based on an assumed datum. Minnesoto License No. 42299 email-phawkinsonC�pioneereng.com PI�NEER � Lot 23, B�o�k ,, �����$'�P�• MEADOW RIDGE 4TH ADDITION Certificate of Survey for: llVll I:\(,I\':IN� 14\"�1'I>\'\Ik� 11\I�tIV\I\��kt 1.1\I����['I�Fi�l'r-t�l� according to the recorded plot thereof Lennar Corporation 2-122EntcrpriseDri�c Ph.:(6Sl)681-191� DdkOtd County, Minnesota �Icndota Ilcights,�1V��I?0 Fax:(6Sl)6R1-9-12t2i 16305 36th/�vc N Stc#ifi00 www.pioncereng.cum Address: 12590 Arklow Avenue, Rosemount, Minnesota PlymouU�,MN 55446-4270 House Model: Lewis Elevation: D3 Phonc:(952)249-3(x)0/�ax:(952)4(�-1909 Projeci:':1 21 1 3401 7 'Foider��:8537 i��.���n n�:CwM Buyer: Inventory (cl Pinnrrr r'nninrr�rinu