Loading...
HomeMy WebLinkAbout13901 ASHLEY CT / �gs � / A i°,r � `�O �`�J o `°�, n m �� w�os /� r� p �xm�� � � � Denotes iron pipe SJ �'' / �\ ^�'m�,� �� ��' � \ �'� Denotes service ti / � � .� ',.' \� \ x �� � Denotes television box � � ,v� `�„�u'w ^j0 � � Denotes electric box / � � w ,��w'a s� � •o � � Denotes telephone box /� 'X �!_ � � ,\ x � i0�r� \ X 000.00 Denotes existing elevation '�/ / p��� ��a �s � � ( 000.00 ) Denotes proposed elevation � A� ,o�x �rp��'� �s �Q �, \ � Denotes drainage flow direction / , x p� ': ��_ o X � Denotes spike � C� �\� ,p� � � ■�����■ Denotes proposed retaining wall ��� 2 G•, 0• �,� �ti. � j � o`� designed and built by others. c'O ��e�p a Q°Q��� O�Q t �� su,x /'�\ '\� `r� �' \ \\ 0 p5 O �.e " o,� �'�, � \ � � � h°' �e� ��° � \ \ x'� 'o �.��'Qo� s�� pc° 5e�� 5�/ �s �� \ \ � w �Qe a5 a° e� x � � \ \ 'yl \Q e e � ,, / \ \ J 1 ��� a����� �� x �� � ��,� � � � � `�r ,c�' \� a x \ ��i X \ '° x �� \ v\\�\\� '�P � �s 77 \\ � �°� �`P � '° � \\ �0 � � � � � �� \� ��� � \ � i � l \ A�• \ \ � 'O x �r � x ♦ � x / x � '°�,a �Dsa v�:� ♦ � � � � � � � �vu,o � w .� ♦\ \ ��/ �,� ,o \\ x \ ��� � ♦ 'o ss \ � ,, , 4 ` � � � ��a �� . � x X a� x � � � , X �. � x � \ ,� . ;, � �� � � � Y j \�`, if R� �p \\ � �sp � � � � \ �R x \J� �D� � \ � � �P \ �O p X x \ X �C,�\ �\ V \ \ \ �� W \ � �J � �O 01 � p�D � / A x�p� x� �' \ �// \ \ \ �( x X� p n$ �C�D� \ \ \ � \ / f1 J� \ \\ `Oi1` ��O /,V � \N \ � � � o � i �o '°�r \ J �\ x �x �i �a ,o�\ . � � (n� � x a �s •o i � ♦ � � o � \ \ � '� � � i9s x �v� � � ,r x a � �`� \ \��(� � �� y� \♦ ,c?p �O`ro �°� x \ °'� � \_ . �+ `" >� � `���w �rx ' iO`o � \ �J \ � �tr` x 'a x \ � ` ��t� �S� � X � � ` � �� \ �/+,i �O \ \ -\ 't� \ \ � � Graded ��r ,� w �r � .� � � ��' ,� \ � �\ .o . ��o� A' \ s�\ �\ \ �x �; �� � `� N�`�5e ��� � ,� J\ � s �� \ �"a,� x� \\ox �� p \ sa l � \� � x� � �W � \ � . �9 , \`` o `°o� � x i J � ��r � � � `� ,� '' �u, \ \ Service invert elevotion = 939.8 � ,o � � � �vx � 1�� �siD�'� x � � �� � �Pe� plan� s' p � `°so ``� o<�`c� � iD`ro � 10 `O`ro � m$ � \ � 1' e � Q,�go m�, �w � x ,o ��'o� � \ Lot area = 15955 SF A��' � � oto� X �, �`o •�. \ J �•�a ,r G � u' � � , s �°' \ House area = 2213 SF � \ o ,� �o o � Porch area = 86 SF � p�a `� 2 s� R � �•°o � � \ t� � 1�' .' Sidewalk area = 32 SF o � x o s 'O� ,� o , ��� c�011 \ Driveway area = 649 SF j t, �� � � , / 00 � 9 � Total Impervious Area = 2980 SF � sco � 20� `°� w � `b i Impervious Coverage = 18.7% � iD m '� ,, � •°s �°' �� .Cp� � x p� � �`�� `'� �Ye�NO� � / �, �'�o m m �`� �<�y 'so �' � Construction Notes: ��, �°� � ��.� `$ � '� `D 1. Install rock �i0 � `� � �� � � p� *� construction entrance. �O� i,�rp'�° �� i° �' '°' \ 2. Install silt fence as h •�/ _ p� � �i� �i needed for erosion � x � 2-'l i � control. '�o p iD�ro O ,2�' ,, \ � 3. Sidewalks shafl droin ' X a \� � i� a '� i� �\ i� away from house a � � � � i� � \ /� minimum of 1.0�. � p� $�l ` ; � I � rQ6� �i� 4. Contractor must / verify driveway design. o l9�` p p��`�� � 1g 6' ` � ��``/, � L�� J 5. Contractor must x � �� � � '� �� � �� '�v� i/ verify service elevation ,� ��\� � ��^ �� � � '` prior to construction. ��r '� � ���o21 / Li ``� 6. Add or remove i0 �v /�iG6 i �Ov foundation led e as � � i� 9 � � �� i i required. � ��O ��` � 7. Retaining walls are ��Jo ' ��� V conditional; Wall installed O � if the grade exceeds 9s �i� Li�/ , 3:1. i �� �. Wall will not be instal�ed �� J� S �t if the grade is 3:1 or � �i� ��� �� �t� �J I�`� �� General Notes: O i�\/ /�// -��"1� ~ ����� o 1. Grading plan by Pioneer last dated i� �L�� �7� 08-23-2019 was used to determine / �� �' , ��} j y��A e����,��:o \ proposed e�evations shown herein. ='�"���� Z « o r� '`�'"" "" ``� 0' 10' 20' 2. This surve y does not pur port to show improvements or j�•�}-. �.��'���� encroachments, except as shown, as 'l` `' '"" surveyed by me or under my direct S�Pe���s�°�. REVISED 6/28/21 GRADING AS—BUILT 3. Proposed building dimensions SCale: 1�� = 20� shown are for horizontal location of structures on the lot only. Contact Benchmark: builder prior to construction for Top Nut Hydrant approved construction plans. Lot 4 Block 3 4. No specific soiis investigation has Lowest opening elevation per grading plan :951.5 We hereby certify to Lennar Corporation that this survey, plan or Elevation = 953.55 been performed on this lot by the report was prepared by me or under my direct supervision, and Lowest floor elevation per grading plan : 948.5 that I am a duly licensed Land Surveyor under the laws of the surveyor. The suitability of soils to support the specific house proposed State of Minnesota, dated 11/30/20. is not the responsibility of the House elevations (Proposed� / As—built Revisions: surve or. Si ned: io eer En ineerin P.A. �•��Z-�z-Z�scakehuu�e y Lowest Footing Elevation ; gqg,5 g¢g,2 �G 9 9' 2.)01-22-21Citycomments 5. This certificate does not purport � � � 3.)oZ-ie-zi F'our,dauunns-bu�i� to show easements other than those Top Of Foundation Elev. ;(gg�,7� � gg�,7 �.�ob-zs-2i Gr�d;a��.s-���tt shown on the recorded plat. Garage Slab Elev. � Door ;(g51.4� � 951.4 BY' 6. Bearings shown are based on an eter J. Hawkinson, rofessional Land Surveyor assumed datum. Minnesota License No. 42299 email—phawkinsonC�pioneereng.com PI�NEER Lot 4� Block 3, �1�111�eY'112�',P-� GREYSTONE 8TH ADDITION Certificate of Survey for: CIVRENGINEERS LANUFLAN\CRS �AVDSCtRV[Yt)RS L.4\'DSL'�PGARCIIITCCTI according to the recorded plat thereof Lennar Corporation 2422 Enterprise Drive Ph.:(651)681-1914 Dakota County, Minnesota Mendota tieights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600 www.p[oneereng.com Address: 13901 Ashley Court, Rosemount, Minnesota Plymouth,MN 55446-4270 House Model: Courtland Elevation: 63 Phone:(952)249-3000/Fax:(952)404-1909 Project#:119250041 Folder#:8289 Drawn by:JAJ Buyer. Smedstad rl n;�„PP��r..,�,.,��r,.,<,