HomeMy WebLinkAbout12901 AMIENS CIR � �i \ �i I � / � •
WETLAND �/ '°2,, ; �' � ",� O �,
10-YR HWL=919.32 '�� � �� i�' g`L8•6, �9° Construction Notes: � ,�'., °,
100 YR HWL=921.22 � ,_Edge of wetland �� � x �m 1. Install rock construction entrance. � o
SNOWMELT HWL=920.91 per grading plan �� a� 9?9 / �92s �9 2. Install silt fence as needed for erosion � •� o o �
/ ,� i ��• s � \ '? \ control. � � � N N
�� �; i� 1 " i� \ � 3. Sidewalks shall drain away from house $"'� � � � �
�� � �� ` '9� `x a minimum of 1.0%. � � � � X
��/ Wetland buffer �� � �i �n � �'9�, �� 4. Contractor must verify driveway � �+Z �� ;i
/ per grading plan �' y � � 9 i� design. � O � z =
i � �i 1 � 5. Contractor must verify service � Q � c
.� 9� � 9�9 � i � �� � 15 ` �X9 elevation prior to construction. � ^ ��,
�s r �� x 9 s U�����y s \\ � � � �,�� ` �2�� 6. A d d o r r e m o v e f o u n d a t i o n l e d g e a s � i.., M � �
i/ �n� � � e �n�et P��� � �/ �� s� � �s required. C� � � c�
� Ga��� ` �i C���dgert P � i �� �i� � 'o � 1 Wo 7. Retaining walls are conditional; Wall U �"i � �,�
NVV �� �ease�` / � \ i x 1 /�� 1 w installed if the grade exceeds 3:1. � � - a. o,
j � � � 9� � \ „ Wall will not be installed if the grade is �I
� '9?e i i� `'o � \ � � Sodded 3:1 or less. ''� � o
922� ./��/ / / / //�i � \ \ \ � _� }� w
(r �-I
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i� / � / �/ x � ` `` �s \` xg��� � .
i�// � /// 9��� \\ \ �
�i/x� X9 // \ x9� ` \ .D
� y2�2��J\ �i�/ '9 3i � \ 1 � .
�D � �i � s ,� x9 � x ` " 1`9� ` x.o� o, General Notes:
L��� 6i�. i �� �i `����� 9,�3 s, � s ,�� 1. Grading plan by Pioneer last dated
0� � �� i � �s � � � y� 04-03-20 was used to determine
O� 91 : �� �� X Wetland setback , X ` k o
�p� �,� . �?� i�� ,c � ,� � � G�� proposed elevations shown herein.
N •? ��. �� perX grading plan�� � � ,� � 1. o�
�� �� � •s y �' ?� s� /� \ 2. This survey does not purport to show �'
� � ��� 'o Xs1 \ 94Z 4 improvements or encroachments, except p �
��r �� ,o `�,�` � ` ton as shown, as surveyed by me or under � �
�s ���� I x ��� `�s X r \ 1'99� 9y�� my direct supervision. � �
m?� `9�, �� x � 9 � � � X 3. Proposed building dimensions shown are Z t
���� 2 I r i 934.5 �s \ � J for horizontal location of structures on O �"' p ,t;m
� �533�\ � � x ��� �// 99,�� x9 ` io ,�o�� � �� � \ l� �80 \ 9 the lot only. Contact builder prior to F +�a-' �
�s � � �p a ,�3 `� s� ; ': •� �X9 \ s� construction for opproved construction p � � o c
���/ IN ?s \ ��� •? � �r; � `�.c � plans. Q �-N E�
�� �pi `� � ,� � 9 \ ; I J5e � ' � \ C� 4. No specific soils investigation has been N Q � � �o
��� � \��(��� X,�� 9�� Yo ( � � `�,� ; '� 1 � y � C� performed on this lot by the surveyor. Y � � •� � y �
9 X� ��.� �? �0 � � j 9 \ �r,�� � T h e s u i t a b i l i t y o f s o i l s t o s u p p o r t t h e V � �� w a
?> �� � ' : � �,� 1 specific house proposed is not the � I� O � � m o
� e �� � x '9J,9�� � � � � tij� s ' _ �5•6� responsibility of the surveyor. m U �,, `'3 Y
��� � 9�6'O 6 y c�� ,�; � �8 �'�.r9 x\ 5. This certificate does not purport to W � C U J L
�� � x9 s `�� 'S 1 ��r �°F, � '6' � show easements other than those shown �� � y
�� \� ,r�9 x9 x ; `•� �• Qo�9.y s � on the recorded plat. � � � � c- �
�.�� x9 \ � '�ss � � `> '9y� �X \ 1 6. Bearings shown are based on an +-� � � V •°�v m
� ��8 �\ x9 j j � � 1 9„� ` �` assumed datum. J 3 O � Q�
9`'�� � `�', X ''°*' 1 � 9F A?� \ � 15� x9p O � � °' �.
�rl 9 \ \ 9''s O�j ?s o,e O• s zs '°, 9'j " \ 939 � 6 � Q'o a 7 ,
i lJ X s \ ° i 1 1 p�� '� ,.2� '° �ox '' � '�Ro �4 � W C� N �
x9�s 9�s ° �� 999 `' �, 9g�, � ���y9 9yo `, ��D��it t�ev�ev�ed: � � o �_ ,
N��4 � 3 x J� r�6' 9f +ZO 9 / \AO � sao. SEP 2 1 2012 V �
7 , � ; �s g . 94z.6, p, � � �ate� o �
J),,� 9s� X � 6 , �o. tob .\ �� ,, F E. - _ Q
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x'9Je 9F� \\ y,�� 2Ss� '9,� 9p�p .9F \ ` \A9.,p � �I ,"� � /�� .. .
� Denotes iron pipe Rough grade .o x9 \ � A C Je � �\ ? �1 \ `�s 1 +�l�V�( I U`����
� \ �
Q Denotes service o? \ ��F2?� O / � 9„ � 1 \ I
O� Denotes television box y x �'\ � �,°�° / '9Fa �S I� � f G I � I�� �� �
� Denotes electric box 3� 9�� 9r� �\�,•� � 6� � � �y� 9 , 9�s F
Q Denotes telephone box Existi�9 9 ,�p � 4� �O ,�� �vs��s 39s � ���� � � `t o°Go o � �
X 000.00 Denotes existing elevation Ho�se p 2 y �. Pr € =a^o
( 000.00 ) Denotes proposed elevation ,�Q ?* � �'p �/ `��ty �� `, \' �' 10' 20� x x� �
� Denotes drainoge flow direction t/9 xy' � �� n �' �.�c y � I
A v-,v-;.=
� Denotes spike 7�� '•: � 9 � �G_ � '� � ��3 q I
v
■�����■ Denotes proposed retoining wall O� 99p�� � • r
designed and built by others. ` 'o3,`r ��/�p � Scale: ######## � y ^ x 3 �
R E V I S E D 4/2 9/2 2 G R A D I N G A S-B U I L T � \ y a�3 �
x 9� p � � • iG � r �
�Y� y � Benchmark: �� ,,
'� ,� !� Top Nut Hydrant o �
" � � Lots 12-13, Block 2 � � � �
Service invert elevation = 930.7 °o w���� � We hereby certify to Lennar Corporation that this survey, plan or -. �-'-�
Lowest opening elevation per grading plan :934.2 � Elevation =942.67 �,; .
(Per plan) ,� P� � report was prepared by me or under my direct supervision, and rT� u '� o F
Lowest floor elevation per grading plan :934.2 I °� that I am a duly licensed Land Surveyor under the laws of the ��� "z o �
Lot area = 14657 SF State of Minnesota, dated 01�15�21. Re�isions: _ Q� � �
House area = 1953 SF i.)oi-it�-21 HouseStake ` •:
House elevations �Proposed) / As-built '.1�-i3-��Fo�,r,�L,doa�.s-built < J�, p �
Porch area = 124 SF Signed: io eer En ineering, P.A. ;.�p.y_��_�� � �
Lowest Floor Elevation Gr�ding.4>-built �,� c�
:(934.5) / 934.6 Sidewalk area.._..-29 SF � s �- � �
Top Of Foundation Elev. ;(g42,5) / 942.5 Driveway area = 682 SF �� = :
Total Impervious Area = 2788 SF BY: �+ � N� � a 'I
Garage Lip Elev. � Door ;(g42,2) � 941.9 LIP Impervious Coverage = 19.0% Peter J. Hawkinson, rofessional Land Surveyor ^ J N� �o �
Minnesota License No. 42299 email-phawkinsonC�pioneereng.com i•+•� o-
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