Loading...
HomeMy WebLinkAbout12749 AMIENS CT I � ► r °� 30 j i j I ' � v e• I I � �94 942.8 942.6 - 122.35 x 944., � , � � �� X 944.5 .•a I � S(�YO�� 00 � x 937.9 X 944.8 9 4 3.5 942.7� �42J i I i x 9 3 2.4 x 936.2 x 941.8 �� 42.7 942.4 x 930.2 x 935.1 -��.7 942.8 I I I x 938.3 937.5 942.6 X 943.5 � . - X 933.1 � ' p � � � 931.6 Sc 940 3 33.4) x 935.2 e and utility I � I � sz.a _� �eas�rt9ient per plat x sae.a _I�x s4t.� �'� � • I I � �- x 9 3.8 - � � I � p x 935.1 938.6 � _ - - i I �0 -��, I v x 932.2 � - - - x 936.9 x 938.0 x 938.7 I I 942.5 942.2 _ I I X 936.6 X 937.9 942.5 .O�. � x 936.2 X 938.0 x 939.� I �.�� i � �� X 935.5 1 I 'rTl. I I I �935.0 x 938.9� ��p I � � � I IV x x 93� � �\ x g41.q � I 935.2 x 940.1 - \ x 939.Ox g39.0 � - X 939.1 � I � . I � \\ x 938.2 � I Q °94 . 942.1 941.8 \ � vi x 9ao.a x saz.z N � � \ x 938.1 x 939.3 � x 939.8 I \ \ z Z�� \ x 939.7 ` X�39.7 X 941.2 I �• • �\T � \ i A 0 �x 937.6 A I x 940.6 V, SS � \ , I . �N\11 N �� � x 939.2 \ 1 NI J � J 936.6x \ x 940.2 9�'4 � � �.� x x 938.5 I � �J'� 1 936.6 N � �� � \$�7.5 1 94 , 941.9 '� \ 936.3 X � x 940.3 � ' ' x 42.5 1 � 1 9 937.4 � X 940. �' ''�O�$ X 943.0 � 941.6� i \f'� � X 939.6 � � X 943.7 1 � ��• � \ !I � .6 / x Z \� \ \� t`� 938J �� � 1 942.7 � �• X 939.1 � o J5e � 1 � • ,(�l. � \ � x 940.7 � x 943.9� ;� ` � � T X 9 9.9 � 940.9 �� 945.3 \ � �� � \i7 '�. X \� x saz.z � ��. �'I g ..� ,,. 26.6\ j '942.0 / \ \\ O \ � 5.5 942.0 � 941.Y � .��Gr \ 942.9 • . tl 941.7 � \ � \ Q�9� \ �� 94'2' ` 945.7 \ x 943.8 \ \ ` 843.6 � ,7 \x 945.1 ,• � 5 a��1 Go�oo,e � � \� �' ', ���\� � \ x 94�8 I 946. 45. 41.8 � � 944.4 \ �JO O/ iob 9 945.6 \ x 9 .� / \ \ � �,A� � �13� � Z2� 945.7 945.6 \ 943.4 . \� \ \� V" •S `A �\ 1�� x saa.s /� � " � \ J� \ 9d5.4 945.7 /�43.9 941.6 942.1 � \ \ 945.1 / I 5 941.6 � � 944. \ �a� // � pr�'' � . � � X 944.4 � V Ot\`�P' / � 43.9 9 941.7 � \ \ 942.2 . ^ ��� � x g43.3 \ �• / \ � �944. \\ 944.8 /� / '-- 944.0 94 5 942 4424 //�/�� x�943.8 �J �949'� / 22� �0 ,��//� \ / �944.1 944.0� �� /7 / 943.X � / 942.4 \ ,/ � � � �[W �G / "� �)� �� C%L)j r (7 \ �943.4� 943.2 x 943.� 220 '__ 942.5 /��/^ ' V c11 x � L 943.�� � � \ � �`I I� I ���� x 943.3 \` � 942. / ��� � J` � 42.7 �/G � \ 942.8V �O � O�JO/ O�` _ \ 943.t � r ASbUII� f��;Vl�v�f�{�: 0 5,05�,,��S6�° S �.� . 1 �!,`�.:��w��. 0,2� 5 , M��� n�te .....____- R,�;O� � P ,�`�(' 1 � 5•3 �� � � � Denotes iron pipe /� +�� Denotes service ❑O Denotes television box � Denotes electric box Service invert elevation =933.74 ❑� Denotes telephone box (as-built per others) Lowest opening elevation per grading plan :940.0 X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Lot area =13122 SF Lowest floor elevation per grading plan : 937.0 � Denotes drainage flow direction HOUSe afea =1785 SF Porch area =104 SF � Denotes spike Sidewalk area =51 SF House elevations (Proposed) / As-built Driveway area =853 SF Lowest Floor Elevation :(938.0) / 937.7 FTG Total Impervious Area =2793 SF Top Of Foundation Elev. ;(946.0 946.0 Impervious Coverage =21.3� ) � Construction Notes: Garage Slab Elev. � Door ;(g45.7) / 945.7 UP 1. Install rock construction entrance. T.O.F. Elevation � Lookout:(941.2) / 941.2 0' 10' 20' 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0�. 4. Controctor must verify driveway design. 5. Contractor must verify service elevation prior to °°�St��°t`°�. REVISED 08/22/19 GRADING AS-BUILT Scale: 1°� = 20� 6. Add or remove foundation ledge as required. General Notes: Benchmark: 1. Grading plan by Pioneer Engineerinq last dated 5/8/18 was used to determine We hereby certify to Lennar Corporation that this survey, plan or Top Nut Hydrant proposed elevations shown herein. report was prepared by me or under my direct supervision, and Lot 5 Block 1 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 = 944.39 except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 02/12/19. 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. Kevisions: p�Of1S. 1.)02-13-19 Stakc house 4. No specific soils investigation has been performed on this lot by the surveyor. zJo3-iz-iyc�ry�o�n�n���, The suitability of soils to support the specific house proposed is not the BY: �.)a'-'- ie<;�'aa��,�;as-n��+h responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown Peter J. awkinson, rofessional Lan urveyor on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�Dpioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER � Lot 5, B�o�k ,, ����',P-A- MEADOW RIDGE 1 ST ADDITION Certificate of Survey for: CiVILENGINEERS LANDPLAN\CHS LAV�SI�kVLYi�R.S L.4\DSCiPCAN('lifl'L(TS according to the recorded plat thereof Lennar Corporation 2422EnterpriseDrive Ph.:(651)681-1914 Dakota CiOUllty. Minnesota Mendota Heights,MN SS l20 Fax:(651)681-94A8 1630$36th Ave N Ste#600 www.pioneereng.co,n Address: 12749 Amiens Court, Rosemount, Minnesota PI}�mouth,MN 55446-4270 House Model: Vanderbilt Elevation: 63 Phone:(952)249-3000/Pax:(952)4(�-1909 Project#:118286003 Folder#:8172 Dra��ai by:MTW Buyer. Spec n Pinnavr Fnnin�Prinn