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HomeMy WebLinkAbout12713 AMIENS AVE Original Survey o \ N ` � 919.9 p� . \ O � � \ ���, � � . : . � � �. � � � x919.8 � . \ . - � -- � � .,] , � .v._ .�. . . - - _ . �6: � � ^ � "�'- (��iia�:t. Q� ..--i ... � �� � �--+ � � 919.8 ' ' ^ N �� 0 9,9.6 N� ^��� . �:.� . , � ��� � � � � � �-. 0 2°,34. `, � � t �',,�� � �^►� �, ,-�, ���� � o � � � 23.. ; � �. �� � � � � / 4� � �-, � 7 pg 8 �/ � ;`-^'' /_' �, z �,; �:; 6 / r l,-�- � ° �..) ` 1�, X 920.6 � , , . � � �„� K - ^� � � �^, � X 9sa.o -' N C� M 3 �• << �"� c,� � �= _�� , -- � � � - ' X 927.0 � M 919.8 919.7 � '. h `' � •� 1 � ^� „ x � � � x 937.1 M--1 � POND 100 � "92°'8 / � � � , 2S,3 63 Vacant ,� � _ oN OUTLET=922.90 ; o � � � 935.5 X 9�., � U ^ ��, 100 YR. HWL=922.37 � Q � � � � v� � `���� ` a � / � � � 937.0�93 x 943.4 � ''�, o Q � x 92�.6 � � � \ �'�f BENCHMARK x 943.0 /j � ````��� O> QC � / � � \ �M 938.0 943.4 / . •/ \���� �� 3 / 937.0 x �./� 4`3•8� 943.1 {�/�� ..� ` X 919.7 ```�� �` Q O X 920.9 � / X 9:i6.2 937.4 \ � � 943.4 �944 943.03 4�3.� 943.8 / O -� �, � °i / �\ � � 8� BENCHMARI�i i � ,� �, 0 p ������ � 34 0 � \'� ` �.,� 25 5 �/� i � � c N ^ 8 � / 0 � /. / � � / � / �� X 943.1 � 919.7 `` 84,3�� / L x 937.1 - 943.1 S ^� � (n � � � / `3�� Z ,C � m 'o8•8S � ---��`� �� / x 927.3 O /j� /i �7 � � 943/f / � � C r �,````` ^ � � v / / `` � � '/ "! �937.7 � iv �/ � � � �� 944.0� F Q 0 O O � ; n� � � O�i�' '�$ / / l �u I Q m .. � �� � I JoM� °j � a�3' �Q=�i � � X943.20 '� C�i j / p a c � °> 920.4 � / ``��� I / � Q � m i`�� - �r+ `'l � l � .�1 � r Q � C 0 N � � � x 936.2 ' �943.3 W l/ �;Z�x i543.` '' 9 . � � V � / Y �"' �� � U � /:• / N �� y x919J / �� r925.0�� � \ ` ` `����` w � � / x```.3 7�9 � �943.8 �e �.� � � � U T C �N N,�p 926.9 � �� \ i O / � / '/ m W y+-� d V .. 34� » � � � \937.0 �2'��`` 937. J � � � I � ..-�l � � (, L C Q C N 23 � � \ �� / � � 943.0�� � � /� � 'i s++.i � � � N � y O � N � .. .... x B`�•2� / � \ \ � '87 937.7 9 i �/2.o0 943.1 / /� � .� � � � O � � �m _`,,� ++ � .0 V C - ,�„�„�.,,�- � x 935.0 � \` / - r� o "� a I° '/ / ` J v o ..� w... � L.�. � \ / 9 . O � 03 X /943.7 �..��.� � / � � +�+0 Q � Service invert elev. =934.42 39 �.o � ��'��' � � i� / '� � 4/ / p �� �''� °' X 927.3 ' �� ��� N � O�� �� /�� -4� �� a � (As-built per others) ''` � 937.33 �n � � ^943.2 /N Q�c � � , c N / k -` �� i � � .� w � o 0' 1 0' 2 0' . . BENCHMAR e a�. u� � � 26,p 0 \�o � v. S �y�. � � 3 Q / � � � _ Lot area =16486 SF S v . �936, x �� � 943.2 � i / / � O House area =1816 SF ,, ..�... , .� . , ��, 5� 943.5 \/� � �'t� � 44.2 � /^y� 4' � � V � � c t'_. ._q�`t l. t,.;�� � �O � 943.6 / / � J C� d Porch area =101 SF ' ; S• k �, L..� , ,�" '' , x s3s.a �13 3 � � O•� / p Sidewalk area =33 SF ;' � 1'"" Z• t ! x y 6y3 8� �^.� � � 2S$ 10 � j �u/ / (� � � � Driveway area =716 SF� ,, �':. :� t 'i' ��"'.�y,y� : S .,` `• 943.17 �/ �� �� � � Q Total Impervious Arod=26 SF `a��"'� �E��� x 937.4 BENCHMARf �9 v� � O/ / ^ /� Scale: 1" = 20' Impervious Coverage 16.2X _ _ -- - � - p x 943.0 �•8� 2 943.7 �4� � A � 5•Sp l - i � � � Denotes iron pipe �. x 943.0 94318/ � � Construction Notes: +s � � � j° j 9µ,� / l � �enates service 1 1. Instali rock construction entrance. �� �/� '•� � �i � -r x� 3 � Denotes television box X 943.6 y. � / / � <<� ^�J � 2. Install silt fence as needed for erosion control. Vacant -� � l � � � C�, _ =,^„ 3. Sidewalks shall drain away from house a minimum of 1.0%'. ■ Denotes eiectric box � `- � x es�.s 3p / � _ � ' 4. Contractor must verify driveway design. �❑ Denotes telephone box �i � � 43.9 � °°o y L 5. Contractor must verify service elevation prior to construction. X Ooo.00 Denotes existing elevation � / '� � �' ��� ; 6. Add or remove foundation ledge os required. ( 000.00 ) Denotes proposed elevation �' �" �% � � �� ? ��� a � Denotes drainoge flow direction � ••� � �� _ �� � General Notes: � Denotes spike / •/ � � x `1,3 1. Grading pian by Pioneer Engineering last dated 5/8/18 was used to � �, � = 00 determine proposed elevotions shown herein. Benchmark: �y 2. This survey does not purport to show improvements or encroachments, Lowest opening elevation per grading plan :937.7 � We hereby certify to Lennar Corporation that this survey, plan or report Top Nut Hydrant L1 81 � e x c e p t a s s h o w n, a s s u r v e y e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n. �, ^ 3. Proposed building dimensions shown are for horizontal location of Lowest fioor elevation per grading plan :937.7 was prepared by me or under my direct supervision, and that I am a Elevation =946.46 - _ �. structures on the lot only. Contact builder prior to construction for duly licensed Land Surveyor under the laws of the State of Minnesota, �T� I�; o _ approved construction ptans. House elevations (Propose� / As-built dated 08/27/18. Fil ' %5 0 4. No specific soils investigation has been performed on this lot by the R�"""", = - .; � _ surveyor. The suitability of soiis to support the specific house proposed is Lowest Floor Elevation ;(938,0)C>� Signed: i eer E gineering, P.A. �.> >>-i"-��������•��:�:��z uL N � not the responsibility of the surveyor. Top Of Foundation Elev. ; 946.0 c:: °� � 5. This certificate does not purport to show eosements other than those Garage Slab Elev. � Door ;(g45.7) / gy; '�� i shown on the recorded piot. �J ~ = 6. Bearings shown are based on on assumed datum. eter J. Hawkinson, ro essionol Land urveyor - f., .. ; a Minnesota License No. 42299 email-phowkinsonC�Dpioneereng.com ~ = N� c � w G