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HomeMy WebLinkAbout13924 ASHLEY CT � ?� � � � � � t`�� / /� �.. � YJ / 9 X • Y ¢p � �� .d.a �0 ��J � / ' � '� ,� � J� �� �r �� �� 9 � � / �,� �� � O � .� ���. i � �� ,� p� :_� � � �°o . � 9 ir / / � O(��� � � � p� X �� 0 �/ /-� ��C/1�AO�J � 1G ' �! p Y �S V � v.� rp�� •� r X � � / �// � � �//� d..a G'^ �s � '°� �o // Gj� // � �/� / �o � x��? oa��'9� � s , O ' Y � Y � 1 l' � � // � i� ° .' � I �h :��i s v� % �/ 0 / ' i � �" r 4i y1 '° �� 0' 10' 20' / �� '°�� ; ^� \� ��`� � pa s? . y �9 ' i - � � i� i , � .�,�,� �� / �� �,�� X s�.: . \ // � � � '. 9 / / X y r Q• AS / � i� `�,� � ; \ ?� • ,��� s Scale: 1" = 20' / � /� O• / / � � \ As' yA yoG Benchmark: / / �•MO•�y �o ps \x, ���i� \c� Top Nut Hydrant �� // � �� �/ ,�� / 6� A 9� �{}� TY��. Lots 9-10 Block 3 � �/ ���h� � � >\ �� Elevation = 940.05 � / // / ��'¢6 ..� �� �l X O� \ r'O.0 / � � � 0�� �'' � � � p`' \,e� 9�� s��1 � � d.� ' / � �Qt 9 x s \ •�� � / �,'j[y��� • / � x �� A� p1 ��\ •••• Y / / `�, � � O 3 \ ■ . S �s � �J°'�' 9� 1 p ",��v. A 9 "� rL0' r'c� � �'�A��� x t�) � � �� x, Y J I / �./ � � `�P�� / `� X i 1 S \ s��1 'G a1 ,v� y ��� 9 �� 9� 9� Q� 9�' s � ��• � rC X�J �p ? O.V p � � a? X /"C7 9�1. x � x' " 1 oie Q•' ��� X' '°t � x : d �s '��'m �°,� 3� ,� s � � ot� ��„��% ��, � o ,� 0 �� ,� G � s � � g\ °� ��_ ���i��'? x� xs •../ � ���i � `°`0 c�`'s , •''�'i'� �x.v 'a �p a o� ♦ �. �\ S Q A� I�A x J • / ��� �] � y�� O �� p � x p?� � � � ���X� x X � pe� � X � �D s p0 /� O �C.C� 'fl � V` i ��� �\ � � O�p�N x �c � '�••j� p�ye �'' � x p L\�� �� �`Z` o O' ,co � ' �,�����. � '� ��` � 'b .s �.o x �••��Q n \�\ X ��p �c . O \\ �9 x�fl��,�z.��.+`, s� �Dc� ' x\\�1O / x �o �� �i � x �D,� s� 941.28 s ° \��� � ,o ,o A �� x x C�o tob �, ��i f� o X�, �°� X,o� ♦ x�,�� xi°� 9`�s�� � � sgo � � , .s s �� �m . ti .s .,� � x �� ��\ �,o ��(1 °� x ���, � i°��, X `� 1 x�,� V . \co ,vo ,s x\s�o j �� `°�' � G��\ �^�'/x s � x r \) \ p� �� � p x �� O x�� ��' / � � ! \ x � ,p 9� Q � / p p \ 9�� �� / X 9 O O �����1� 9 �\ x ���A � l� x x9,� �\ �\ `�,�s �,�: /,�� '°� x9�,o� �`� � �'x�`.��o �,`�cy�^ s�s \ s�� / J Q �J � Denotes iron pipe s �y •s a � (0' �� .�� /o Q �O Denotes service ' \ X QO Denotes television box \ �`? �p�C x � Denotes electric box � \� s `oC�� �`�o �'?o Q Denotes telephone box I•� ,� � �O O , X 000.00 Denotes existing elevation vs �,� � `�s\ � Q' ���(/ ( 000.00 ) Denotes proposed elevation L � �� x (� � Denotes drainage flow direction • A x,� � � �o� �� � Denotes spike `�s �� � •s M(� ■�����■ Denotes proposed retaining woll 9 � �p �1 O J i� designed and built by others. `�� � MQ / x =� � � � �� /0 Service �nvert elevation = 930.4 ry� '°�`0�s / // (Per p a ) � x s�,� °� � � / �/�/'�� �� x��s �BASIN 70P (WRV-1739) Lot area = 9769 SF � �} �� _ ��:.�L,; `j / �� .' OUTLET=92�.0 House area = 2219 SF �`" "��'' L` � 100 YR HWL=920.0 Porch area = 86 SF � / 1� DAY HWL=923.3 Sidewalk area = 32 SF Driveway area = 1039 SF �` �'�� ��y��Y�`��. Total Impervious Area = 3378 SF � 1/i YI� Lowest opening elevation per grading plan :940.6 Impervious Coverage = 34.6� �8te, �_.._1�J Lowest floor elevation per grading plan : 940.6 �� Construction Notes: House elevations �Pr000sed� / As-built 1. Install rock construction entrance. Lowest Floor Elevation ;(940.6) / 940.6 2. Instal� silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. Top Of Foundation Elev. ;(943.8� / 943.8 4. Contractor must verify driveway design. Garage Slab Elev. � Door ;(943.5) / 943.3 5. Contractor must verify service elevation prior to °°�St��°t�°�. REVISED 07/29/21 GRADING AS-BUILT 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer last dated 11-09-18 was used to determine We hereby certify to Lennar Corporation that this survey, plan or proposed elevations shown herein. report was 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 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 07/23/20. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction Revisions: plans. Signed: io eer En ineering, P.A. �:�o�-za-zosc�enouse 4. No specific soils investigation has been performed on this lot by the surveyor. 2.>02-2�-zittesc�kehouse The suitability of soils to support the specific house proposed is not the 3J�-?�-zi�rad��gAs-b���h 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 plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER �ot 22� Block 3. �Y1C81"lyl�',P-A- GREYSTONE 8TH ADDITION Certificate of Survey for: CiVRENGINEENl LANDPLAN\CNS LAVDSURVCYC)RS LA\DSCaPCARC'IIITCCTS according to the recorded plot thereof I,eririar COI�OratlOri 2422EnterpriseDrive Ph.:(651)681-1914 Dakota CiOUflty, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600 www.pioneereng.com Address: 13924 Ashley Court, Rosemount, Minnesota Ylpmouth,MN 55446-4270 House Model: Courtlond EI Elevation: D3 Phone:(952)249-3000/Fax:(952)404-1909 Project#:119250025 Folder#:8289 Drawn by:CWM Buyer: Winter Inventory �cl n;,,�vPr F„R,�PPr,n<> � ?� � // • �'?. / /,o q.. � Y) / '9 � X L A a �/ '\ / ,� .•��`a .. 1? �A 9 � � // i �� �� �v v � � ��� '� � �J�� ,, ? ��� : � ' C� � � 0�^� p -� ,� � \� � � �4.•�c i � ••. '� p�• x9 ,, � � � 1 /w` Y � A � s V/�� \�� / .V � A X SS � � �/� � � ' a G" � � '' CA ^ ,p d' � 'S S A6 O �/ �� // / �/O / ryO � x9 a�x9 � S OV �� 1 Ai s �Ap `, � � / / � e :, � 7 �� ���is ' 1 / I.� v ��9� • � � � x p v ��i ��j� i°s • �� 0� 10� 20� / l� ,c ,. � \A� .? � 9 '`' �. � y �� ' o i� � � 9� � � � + / ..�9' ry � '� � � x �s�i � � � ' / � .. i � X A A ��� �.s / �� �Cp � �� � � ?� � `•'> • ,��� s Scale: 1" = 20' / / � ' / � � '° / / /^•M��f�/� / `°2 �x �"s ��A �GS Benchmark: / / h�� � 9 6�°�° c� X9��� ,�p��i \�° Top Nut Hydrant \ / i �� (� / � A p2 •s :�� Lots 9 10 Block 3 �/ � Q / 'D � a 9 ; �� �� Elevation = 940.05 / // / .J� ' � �� l� X� �� \ p09 / v�/ a.• � `� � � �?� t��e� x � �`�s s•��i ' � / �� 0 ; ,� \ �. � 2 � / / �� ! / x � p ��\ 9••• pp �� � �°' �`�a' ,� lo X/p '°� (�00 � '? .,'s �^ � • J � �V J •? y �� \ �p�� (� �p � AO x� �D r r� X f �/ y � `�9�� / `' �0 X p i 7 S \ G,� s�1� `0 /� `l� '� �� (/ A! i n9n Q ci .0? ?0 � A Q��• �\ 9y\ � S 2 V'A ` Ai� A /"(7 ��ss x � X ' '�� �2 p�; .v� x" •'9 A e x,o � A X ! .D 'S � � O �9 �c' " �� '°� 3 �v O( � �� '��`� ; o .,, ? � p 4�`�� ,o G �\ . j �� ��! •, \� x� x ? `�s c�`s O °' A' x 9� � d O� a �I�� � p 'W ��.G '�� � Q��1 � � �1���X� -i.� � / ' �i ,p� {� .4 � �,AO x X x� 2� F� j p� •��C�� X A .O •o s � o S � �,� 's oo, s '°��'• 5e �� x � Q'N X ,� �O i p.o�.�. �pJ'" �'� � \ y� L\�� ��, � � �' p � ,����i ��\ � �� � � s A°° •��� � �♦ Xs ♦ � \ � p � x � � �d��j �� � o \\\9�� 19 X� �1�.� � ��., x \'O s� 9�4�1.28 xso � ������, p °' '°o s�� X'°�� ��X'�? , x x �x �Q � , ♦ v��' 'S' �' A`s r.1 p � X rn � x �o�,� \�\\ m�s ,v�� / 'oi��sJ�� 0 J �� �• � `�iP \ \\ � �o �,� \� x� 'S x\�JO� e x�i�� \\��\ � /Xx d' � � J9� AO� X X 'r l \ OJ� �v .� y S� / \ `, •� x9y \ x �� f 91 V ��� ^^ / '� x .� C� _//_// �\ " / X9�O ��l���l� 9 X ��6t+ � � x � � 9J x� / �iT � `?� J X �D � a, � /� �S X�`�� ,\ � � /� � �� �0�6 \ 9J� J Q � � Denotes iron pipe y � �' .9 ,s X a ` �. 'T�° Denotes service •� �\ x �OC Q (O ❑O Denotes television box ��s � ¢'C x � Denotes electric box � s �.0�C `��2 `��� ❑� Denotes telephone box J ,o� � ���g' ° ° X 000.00 Denotes existing elevation �s �� � `4�rs� //�v� ,�� ( 000.00 ) Denotes proposed elevation ��\ � Denotes drainage flow direction / •� L � xy x� y (� •��� �s \ /�s o� 'V � Denotes spike � � ■�����■ Denotes proposed retaining wall � 9 � � 1� ,o� O� �� designed and built by others. �2 � Q / < �� x� � i �-�,��' � � , ° � / ., � � . � �� �l - Service invert elevation = 930.4 T` \ � ����� / (Per plan) ` ��) \� �ry x��'�,°' 'S /�/ � � ` �' \ � x� 1 �� �� �'��, �BASIN 70P (WRV-1739) Lot area = 9769 SF / �� �' OUTLET=920.0 House area - 2219 SF / 100 YR HWL=920.0 Porch area = 86 SF � 10 DAY HWL=923.3 Sidewalk area = 32 SF � Driveway area = 1039 SF Total Impervious Area = 3378 SF �;I��'�} ��y��,�,`�r1� Lowest opening elevation per grading plan :940.6 Impervious Coverage = 34.69� V � •1 �1� l� �^+A Lowest floor elevation per grading plan : 940.6 �-� -.�� Construction Notes: House elevations (Proposed� / As-built 1. Install rock construction entrance. Lowest Floor Elevation ;(g4p,6) / 940.6 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0�. Top Of Foundation Elev. :(943.8) / 943.8 4. Contractor must verify driveway design. Garage Slab Elev. � Door •(g43.5) / 943.3 5. Contractor must verify service elevation prior to ' °°�St�u°t`°�. REVISED 07/29/21 GRADING AS-BUILT 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer last dated 11-09-18 was used to determine We hereby certify to Lennar Corporation that this survey, plan or proposed elevations shown herein. report was 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 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 07/23/20. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction lans. Signed: io eer En ineering, P.A. Revisions: P 1.)07-24-20 Stake house 4. No specific soils investigation has been performed on this lot by the SU�V2Y0�. 2.)02-26-21 Restake house The suitobility of soils to support the specific house proposed is not the s.��-zy-zic;raa�n�as-b��ti 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 plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER �ot 22� 81ock 3, �g'���i��P.A. GREYSTONE 8TH ADDITION Certificate of Survey for: CIVRENCINEERS LANDPLAN\CRS LAVUSLIRVLYORS LA\DSC�PCARC'fiITCCTS occording to the recorded plot thereof Lennar Corporation 2422 Enterprise Drive Ph.:(651)681-1914 Dakota CiOUnty, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 16305 36th Ave N Ste#600 www.pioneereng.com Address: 13924 Ashley Court, Rosemount, Minnesota Plymouth,MN 55446-4270 House Model: Courtland EI Elevation: D3 Phone:(952)249-3000/Fax:(952)404-1909 Projec�#:119250025 Folder#:8289 Drawn by:CWM Buyer: Winter Inventory n Pinnr�ar Fnainvvrino�