HomeMy WebLinkAbout12785 AMIENS CT Original Survey Construction Notes: io2� -� ; , ; � � � �� a . t ,�C`
1. Install rock construction 919•9 920.2 x / �- ' ' _, �
entrance. O \ 929.6 x � * q � �( ' l�T � 'i� j'-+,i j �"�
2. Install sitt fence as 92o.tx O � O . �i O��� L.[1�� ��;G �� �-���,r._:��J+:� , ,� ��VI� �1`L�4) �
needed for ,"�� �N � ' ��/}� � _
erosion control. �`�,;J� •� • . - ` �., e2o.o x 923.6 X A O M ��`�Q�qf� �����}y �-����i �IGHT OF'VV/`1�"•` ,�� �
3. Sidewalks shall drain 53•38 'V,4 30'45�� � � '���������� � _ ,-�s� N •� � � �
away from �l�/ �r ' � �
936.1 x d t,,� a � �c c� �a
-- 936.3 X .�:.�.fEiCflR.t.�.. � . ���� � � y � �
house a minimum of � - e29��x " � � � "'
1.0�. :�
4. Con trac tor mus t veri fy 9 2 3.5 x � \� r (� r� ^�� `r =
920.1 x � 937.2 x � 7 1� ( / V 1 3-'�z ,�; \
driveway design. (0 �� � � �-� �,
5. Contractor must verify � ���,920.4 x � � � � \ (936•0�9362 g42•9 x � � U Q, � g
920.0
SBfVIC2 elevation PflO� � ����`` / � 936.1 �D
to construction. M � ,\ � �!� I V4,4 g432 x �-' / � � � �^
6. Add or remove ^ �� g308 x ���� ,53 3 `3 +� � � �
�� � N
foundation ledge as ���, \ / � � � g37 3 x 9 x 943.0 / C� � �,, c N
� 943.01 9442 X V � �: ^^
re quired. ` 1�Jg� N� � � Benchmark � �
Genera l No tes: 920.o x 92D.8 x sza.a X � \`\` 936.1 x N�� 936.47\ � � � �� 9a4. .,-� ` �
e2o.�x �, � Benchmark � 32.6j (9 �� �' � �
1. Grading plan by Pioneer ��, � �. � � ^
last dated 05-08-18 was � ���,` g3B.7�CU' /I �.
937.3 x � � 4's� 0�� 943. `S"'�
used to determine POND 100 �, o g429" �\g43. �� r�
proposed elevations shown OUTLET=922.90 � g32,4 x ���� ��0 942.9 5!7 ^�� �\ 9�� x9aa.o `„�
herein. 1 0 0 Y R H W L=9 2 2.3 7 ���� � ,� �cp �p eaa.o
2. This survey does not 10 DAY HWL=922.48 / g36'1 x r� � '�c�i� � � g43�8 944.0 �`
purport to show 92g g X 936 9 42 �S X o�
920.9 x / O I• ��
IIY� rovements Of x 943.0 � �L \\
P 919.9 / �� 37.4 X � � 944 0� D p -
encroachments, except as .�,,,, 943• 4.00 o z.00
shown, as surveyed by me 9zo.i x •;o � 937� 942 cP saz.a 3 0
or under my direct S"� � � � _f 9426 � � aa�x 441 m ��� o
supervision. ^ a � 932•$x ---- - J 'g � � "
936.0 x r-- 9az. 5.79 6-00 9 7 I�O� � N
3. Proposed building ^ o Q � C0 1 I � ���
dimensions shown are for .,� � � 9Zi'�x / 37'4� � 94� x N I � � ��W N c
horizontal location of U� � � 937•� � o� �� 6' � 94 - C�'�� � �
p 926.7 x /� J -*1 � O N � : 6.7 I �� 944.2 / N �
structures on the lot onl F _-
Contact builder prior to Y 920'0 x �Np.i x o � // � X J � �`� � �1 Q �e 6400 - � � x 944.2 � Q O � v ��
4L O �.1..�
construction for approved ^ O� a.�i � �,,� ; �� � �� N � � +• .. o
+� C
construction plans. � 933'�X � � 37.3�/ �� ° U�+ m� \ °q C - � aj o o�'
� .
9 2 1.3 x 9 3 5.7 x � `II N O \ � 0
4. N o s e c i f i c s o i l s � rn f 0 �-� E ��
v+ c n 1 a.3 �
P szo.� �
investigation has been 9 2 0 4 /
9 3 7.0 .3 X � ��p x 9 4 3.6 ' 9 4 � C � p L
performed on this lot by � 1 O 943.1 `<a o '"a � C � y a
R 943.9 � O _ y
the surveyor. The � 92�.s x v �'� � �- � �,9 V� �� � � o
suitability of soils to 920.6 37°X ',r.� � �3` AjT ea4• O� p �'-�
support the specific house 920.2 x � `- 23.37 '� 2fj.�JO 943% � g43.6 J m V� � E�3
proposed IS flOt the 920.1 / 93z'� x 935'9 X 936.8 _ 941.5 N � � \ W N V E �
responsibility of the e2o.e x I--- 941'2 943'z io � �j26 9447` Op p y O N� y
surveyor. s2o.a � I � \ �� =U � _'�
5. This certificate does � � � 942.97 +� • � �
not purport to show � � 9369*� g379 x i Ol BenChmark J 0 � ��
e2i.o x 921.4 x � 928.0 x � 0 936.78 i l A��`' � 3 0+� Q °
easements other than � � I 9
"� szz.a .. � � Benchmark �942.8 X ` 943.4 x O -«J O � � T
those shown on the 922.2 9 p 923 Z x .. � 935.5 X N � � � � p �� a o � �
recorded plat. -� 932.4 x � Q n
6. Bearings shown are � .. / � / / 93B.7 X ���Q 943.0 x �� � �p N 2 m
based on an assumed ry i I ` � �� A � �
datum. � �� � � X / A 6a943.4 x s'�S` � �
- _ -� _ _ _ - _ _ _ .. ..924.7 I :�� � " ' (�(1`• J U
- - " '" ` . 24.8 x I 924.1 X \ 928.6 X � I �
935.5 x ��rt339.9 x U �
t'� c (�� 9q�5 x_ i V r � / �937.0 � �
��fl O�7�O� V l..j��; ! �[ � --j�925.1 �\ 932.5 x � // t �j�0�� a
'•��JV I v� I� f�/"'14�`� . 9 .9 ----�Y- \\ / / �935.9 `9 VOCOftt
' \ / Service invert elevation =934.57
;�EFORE F(�OTI GS ; `���,os� ��9.2 x
� (As-built per others)
/ 937.6 X
/ 933.2
�ASS INSPEC�ION ` s � � 936.2x ��� �
�2a.a x $j. �/
J , `r �A Lot area =23713 sf 0' 10' 20' p�.', c �`�^q �
- _. - .. - - - - - ,- -- - n - �,y \ ,-- Gr� O House area =2207 sf =
� Denotes iron pipe �g2�.e 929 � � 934.1 x J Porch area =151 sf �� ���' �
��u
g28� g27.9 X 0�� �� Sidewalk area =30 sf ;
�.�o \ 6� � Driveway area =726 sf �� ° ���, a
Denotes service �� _\ u Total Impervious Area sf _ •• 3 c.�
930.2 x \v Scale: 1�� - 2�� � � x
❑O Denotes teievision box � c�'I 929,q x `�' Impervious Coverage 13.13 a�3 �
� Denotes electric box ro�' �
�
■ Denotes tele hone box � Benchmark:
❑ P 9 930J X > �
X 000.00 Denotes existin elevatian � �9 Top Nut Hyd�ant
9 ��9'6 �� s 930�3 x LOtS 7-8 Block � ° '�
\ _, � We hereby certify to Lennar Corporation that this survey, plan or >
( 000.00 ) Denotes proposed elevation Elevation = 946.90 � o
� � •� � Lowest opening elevation per grading plan :937.5 report was prepared by me or under my direct supervision, and � _, w
Denotes drainage flow direction r J I 930.5 that I am a duly licensed Land Surveyor under the laws of the rT, ,;,
� Denotes spike � 931 4� /� Lowest floor elevation per grading plan : 937.5 State of Minnesota, dated 04/09/19. �-y y ^z o
�\ � Revisions: � Q'� c0 '
'831.9 X House elevations (Proposed� / As-built Signed: i eer E gineering, P.A. t.�o�t-i�-iascakeno�,.e � �� °� c
� \ Lowest Floor Elevation �,i 5-a-i9 c«y��mm���� , n.� N �
� �
:(937.8) / �x � �
Top Of Foundation Elev. ;�945,g� � BY� � ,r w� rc `
Peter J. Hawkinson, Professional Land Surveyor �,C � a
Garage Slab Elev. � Door : 945.5 �� ; cv �, "
� � � Minnesota License No. 42299 email-phawkinsonC�pioneereng.com n , 5 N� G �
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