HomeMy WebLinkAbout12725 AMIENS AVE Original Survey 0
p N��� Benchmark: S"�
� 34�� . '�,. +�1 "1 �� ,�,�,� � , � Top Nut Hydrant �
"� � � y (i� Lot 1 Block 1 � �
97s.a � `3 -' 'vi?f�'J�NG 1�1J THE DI& U Ei�SEtiik^, � '' � ' Elevation = 946.40 � �" y
9� �D�x ; �cr+i�i��� . : �'' . . 0 �
_ ����� ��G W�LLS OR STRUCTUK"� •� • � 4� •� _ - �
�9'9 `���� 6... � .. _ � � ^ �
�"� THE D & U EASEti1FNT � � c� � N �
, 9j9.�x ' / w . . ��i�'�' � i � � � �
.�-<< � �
N� SPOli_ r-'�l_� _ - �
� . . R i �� • ' ;-i �`� � O `/: � �
/y� J�8 9?0.1 x � k � � . { !"r �, . � � ., �.I 1 . � ...., .. . � � O� Z L"
.,� .8s � , ,r-�:, ?�-: - p < � X
N 919. 'J•_{ U L .M.
(b s x / 97J.1 2 ^r �N` .-- - - � `� = �•
x '� 53,63 � ���,u:� �, . � , � � �, � �, � �
9�9.7 x 92p.1 x � L � . �V � �, c �i
� r.y �U ' v-
925'0 9�Xs 935.7 X Graded �' _ . ... _ . _ 0' 10' 20' � � .,
P ON D 100 � g1g.7 X / � 93 `' Hosti�9 '�+ � ^ s
� j� e.o us 3-�
OUTLET-922.90 :, o � � � e � c..
100 YR HWL=922.37 � Q � � � � � �
:� a v /92�.0 � 937.14 Scale: 1" = 20'
� �,,\`\`` 9zo.o X o 4 919.g X / � " \ � � �936'893).6 BENCHMARK �
� � � ry
'"^ � y � � 936.B vj
"J ``� � O � � � � � � 94J,5 . �
oN '��,, � � 9'9�X � / � � �� `' � .
^ ����
, pl ¢�, Z \ � i r� 4 °'�
(/^j \ ���,,` � � 935.9 x �9.;s.s z" T^� � \ 9'. 4��� �94 9as.s BENCHMARK / // o
��, � �9z�3 x 937.08 �9 � � \ 944.6'8��5.�X a �� 3� / p �
9�s.8 x ``��'���``?o.i X � �� N 34 27 � �,�9 / �\ 2j 50 � 944. 944.3 � N �
�� 9 � 94a.t L M
( 82 1 , �. � �„� k � 4q o S�g �/� � � � Z a-' +%Y
\ � ' h/ � � � p �
9�9.7 X � �� �' h � � x94 \ � 944.3 94f. 944.2 / � 0� 7
91gs \.____/ ``��/� 0 O C
9 .� � / ���```` g3B.7 x 9368 x �" ^� �'O 9 x I^ '�`��/ �� 9�4.7 x a 944.0 / QQ a� � O
O � � �� �?3x v� v� s�� 3.+x J° pb � / 'O • � •Q � C N a�i
N• 920'2 x 92��x `���� � Q J�� 9�3,3 s�� � �� � � N•- � -
� ��,` o 0.4• '- __ o �` 2 / ,C F- �� w u
/� 1p 9zo.o ,� � Z, % 94J.J /0 5.$,/�, � V N � �i °�
8•�3 X ' � ��```` /•4 � '% 9+J.� " ),7� %�9 3. 444.4 ' � � �� v � � 'o v�i
`\ . � � N� m +�
�9'9 x I � `��� � i � l •� � •• � � � C � C �
920.p L _ 936.s X 9J�o%�.J 93 . 9 �/0 � /n/ � �944. 944.0 � � M� � � f�N 7
x � � g 2� O� 9��.3� / .e A+ V C ��m
�� : In � ` JS.J X / 'S� O 3 X 943.05 / . 943.8 � •\ � 0� +' � �
g199 920.Z X � �92`5•0� \ ` _ � 9,Ig6 X � l4l.q / � 2.0� 9+32 a � • / �� J O �0 Q �
�J�35 � / ^I
X 926.4x � � � 937./ x `�� ^� O d' O3 / ' � p`Y Q �� N 3
Service invert elevation = 934.12 � ���
(As-built per others) I s� ` � � 93�'9 X�9 � � 41.10 0 °j oQ�� � A, ' / /� � �+�1 C� N o
+-sx 36.37�r4� +o:� �� �� 'a ,^^ � � � �_
970.4 x I �936.31.� � _ \ 22 50 5 X 94 QQ / ^• O 94 943.9� / v/ � 0 tA
LOt area =18504 SF � 9zs_0 x �9,36' � � \�3'e X / (.Yj , O 943.5 /� ^ � U �
House area =1783 SF N��o,� � I 4 942�� � � 9`sv ^ , � ^ Q 0 �
Porch area =160 SF V� ,
Sidewalk area =31 SF 34��/ �r 9Js.?x gENCHMARK 9.7s.s 9 44,�3 �� ��44.09 \ � / ^ O � Q
�TotalWlmpery ous7A ea F 9flF SF x 3jB x �94¢� ^ `n J �� � . I ( oN� �
Impervious Coveroge 14.6% l ss34 944A �� . I Qt.� �
� 9oa.+ 9�p�49 - O O �
__ �0 94 � // �{") �
�� 943.5
9�76.g �(.i� � ' 943.2 i a�jy� Q
rJ
�on�ructiqn.Note�_ � Denotes iron pipe 25�• � 944.23 v �/ �j r ^�� 3
1. �ns[al� rock �:,ns:r�=:�o^ e�,'r.:�ce. � 0 3� °� BENCHMARK/ 943 g43.3 � � A" - -��° �
2. Install silt fence as needed for erosion control. p Denotes service ^ ,� � v " �x� L
3. Sidewalks shall drain away from house a minimum of 1.0�. � Denotes television box � EXistin9 ^ I � 943 0 - � � �' 'O�^ �
4. Contractor must verify driveway design. � � HouSe � � •� � ,;,,;.g
� Denotes electric box r7 eF I � ��� �
5. Con trac tor mus t veri fy service e leva tion prior to cons truc tion. � '� � Denotes telephone box � � � � . ;
6. Add or remove foundation ledge as required. � � ^
� X 000.00 Denotes existing elevation I � e .3Q � � Y • :� r
( 000.00 ) Denotes proposed elevation � � I �y' N
General Notes: � � � �
1. Grading plan by Pioneer Engineering last dated 4/12/18 was used to `:- � Denotes draino e Flow directlon I V �
9 I �
� Denates spike I _ �
determine proposed elevations shown herein. �. We hereby certify to �ennar Corporation that this survey, plan or ,-.
2. This survey does not purport to show improvements or encroachments, �- report was prepared by me or under my direct supervision, and � J `_'.' �
except as shown, as surveyed by me or under my direct supervision. Lowest opening elevation per grading plan :937.5 that I am a duly licensed Land Surveyor under the laws of the �T� �;; � '
3. Proposed building dimensions shown are for horizontal location of State of Minnesota, dated OS/22/19. 1�1 vz
structures on the lot only. Contact builder prior to construction for t3 Lowest floor elevation per grading plan :937.5 �
Revision�. - �C� cD i
approved construction plans. . _ � r .
4. No specific soils investigation has been performed on this lot by the Signed: i eer E gineering, P.A. 1.105-'_a-19Scakzhouse _ � ,
surveyor. The suitability of soils to support the specific house proposed is Cf House elevations (Proposed) / �- uilt �aoa-is�oa:-�r.�k�h����• `�--� � �
3.)I-6-?I M1loved house a� � �
not the responsibility of the surveyor. �. Lowest Floor Elevation J.101•OS-'_I Re->taka hou;r °?- � ;
5. This certificote does not purport to show easements other than those � :�938.2� / BY: i.�t-�I-21Rzci:edhuuse�lan; � , �7
To Of Foundation Elev. eter J. Howkinson, Professional Land Surveyor andRc-scak�ho�„�� cv ❑ � c
shown on the recorded plat. � P :(946.2� � �� _ �„ , �
6. Bearings shown are based on an assumed datum. � Garage Slab Elev. � Door ;(J45,9) � Minnesota License No. 42299 email-phawkinsonC�Dpioneereng.com ^ _ �� �
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