HomeMy WebLinkAbout12925 AMIENS CIR - - -- ,�
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COVE� O`�'E� Cj��'-' r''�' - � f==�=`°``='.'AY NO SPOIL PILES ��
IN RIGHT OF-WAY
22 Foot Maxhnum DrtvewaY W�� Per ' � S�P 0 8 2020
. C1�I 2onin�Ordir�ance "'�r � Y
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; EROSION CONTROL �
� MUST BE IN PLACE � *SITE UNDER CONSTRUCTION*
� BEFORE FOOTINGS All curb and utilities shown are proposed
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�' P SS INSPECI'ION ; , , „
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' _ __ __ __ _ _ _ _ � ` � N89 4234 W 160.00 \
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� � Vacant rn 945.47 943.9
� x 940 6 " x 943.9 " Benchmork x 944.6 �
94�5 x eao o !!Hold down grade to ^ �30
x 9425 X 944.6 N I
''� 943.59 maintoin 4:1 slope. � ^ i
� 941.3 x I'I'
� saa.s 940.0 Benchmar (942,p� 9a3ax x 944.6 945.6 �
943.7 943.7x 4g.87 � � 25.50 � +
- 35.22 -' � � Q I 9436 945J I O � 944.2 I� I
x 9ai.3 1
x 9a2.8 X 940.2 - - �II 4�8 I I � - - � I I I
1 `� _ _ 94�. _J r �,�
x 942.5 943.5 �38 08 x 9 .3 946. 5.79 �� 10 � �
O I j/x 943.§� j943.5 /0 0 9 4 6.3 � x 94�J x 944.8 I� n
I � x(D I I� ln I
O 9a3.4 \ x fl$3.6 � � � � � X � I I � � I
, �� / o Of
� x 9at.0 � I x 941.9 ^ � � /� � Q I �
� �� x 943.0 I � O � 946.6 2.00 9 4 6.7 � ♦ I
.� Q � � %� -O J N 946J 946.5 y I �
X �
'7 a I 943.5 x � p� � / p j�Q7 _ '_____t0 946J 9 6.7 I )}`'\�
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O d I 943.6 �/ �� _� X 943. i -- 7.7g� 946.6� I I ' � �
I li w I U
!� � � 8 � � �� � o ; � ��� � '� �
946.5 x 9�t6.7 I I �
� � � / I X 9 .6 /� 946.5 I N
(V C N X 941.C{ X 942.0 i � 6.00 � T I � � I
9a2.5 '� � x 9a2.8 � i O O O � � I�
� �
� Q � I , � . 3
-- F 23.37 � � o � a°�' �o o ���'yyy � � �I �
-------------------- ------------------ � �I
O I 84. 943.5 943.4 944.1 � ;� � d� I� OQ 947.0 �II O � Z
� � I X/ N / N � "'I�� Z � W
x 943.6 I � I
Z I i f o,�� 26.50�x sae , � ��� il �
I � � 9ae_a_ �5.5I � Q
� � � �.x 9422 - - - ��� - - - �yr - - - _ - -1 vr - �1 �� I II �
x 941.5 � x 943.4 I •I 946.9 I
941.1 �-�- - 42.89 -, 9435 r 944.2 947J I ^ 948.0
!- 947.8 I I
� 942.3 (941.7) 49.87
943.61 (943.0) (948.1) 25.50 o i I
� 940� Benchmark � �� I
rn �---------------- � Irn ✓�
� x 949.8 T-- x 949.2 yv I �
x g43.6 x 944.0 I � x 990.0 T 948.4
x 9ai.a x sn�.� x sai.s � x 9aa.s � � 947.90 � �
i i i Benchmark ��I I
i Proposed i i ��I �
-� i HOuse �� i ��� I
� Staked i i I II 30
i i i
i L---1,
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N89°42'34"W ' 160.00 '
Service invert elevation = 937.3 � Denotes iron pipe
(Per pian) '�� Denotes service Lowest opening elevation per grading plan :944.0
❑O Denotes teie��sion bax Lowest floor elevation per grading plan :941.0
Lot area = 10400 SF � Denotes electric bax
House areo = 1947 SF 0 Denotes teiephone box House elevations (Proposed� / As-built
Porch area = 125 SF X 000.00 Denotes existing elevotion
Sidewalk area = 29 SF Lowest Floor Elevotion ;(g41.3) /
Driveway area = 665 SF ( 000.00 ) Denotes proposed elevation
Totol Impervious Area SF � Denotes drainage flow direction Top Of Foundation Elev. ;(g49.3) /
Impervious Coverage 26.6 % � Denotes spike Garage Slab Elev. � Door :(g49.0) /
■�����■ Denotes proposed retaining wall T.O.F. Elevotion � Lookout:(944.5) �
designed and built by others.
X Denotes fence (borbed wire)
Co^s:ruct�on Notes:
1. �s'c, �oc� cc�st�„ct�o^ entrance. 0' 10� 20'
2. Instoll silt fence os needed for erosion control.
3. Sidewolks sholl drain away irom house a minimum of 1.0�. n
4. Contractor must verify driveway design. 0�3�{ '��/}�
5. Contractor must verify service elevation prior to �����`•��- .
construction.
6. Add or remove foundation ledge as required. q./7. �� Scale: 1�� = 20�
General Notes: Benchmark:
1. Grading plan by Pioneer last doted 12-3-2019 was used to determine We hereby certify to Lennar Corporotion that this survey, plan or Top Nut Hydrant
proposed elevations shown herein. report was prepared by me or under my direct supervision, and Elevation = 946.40
2. This survey does not purport to show improvements or encroachments, that I om a duly licensed Lond Surveyor under the laws of the
except as shown, os surveyed by me or under my direct supervision. State of Minnesota, dated O8/06/20.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contoct builder prior to construction for approved construction
plans. Signed: io eer En ineering, P.A. K������nt'
1.1 OX-07-20 Stakc huu_.c
4. No specific soils investigation has been performed on this lot by the surveyor.
The suitability of soils to support the specific house proposed is not the
responsibility of the surveyor. BY'
5. This certificote does not purport to show eosements other than those shown Peter J. Hawkinson, rofessional Land Surveyor
on the recorded plot Minnesota License No. 42299 email-phawkinsonC�pioneereng.com
6. Bearings show,^ a�e based on an assumed datum.
PI�NEER ��t 8, B�o�k 2,
�f2�ri�e1'tYt�',P�� MEADOW RIDGE 3RD ADDI110N Certificate of Survey for:
�\II 1\�.I`-I H. 1�\'�{`I�\-�t F. I A\I�.'v',". �u. I��[��t�Vf.�k�I'f�'.�I�
according to the recorded plat thereof Lennar Corporation
2�22EntcrpriscDri�e Ph.:(651)681-191�i �OkOtd County, Minnesota
�lcndot.i Ilcights,�1�1 55120 Fax:(651)681-y�1R8 16305 36(h Ave N Stc#G00
wWw.p�oneereng.cum Address: 12925 Amiens Circle, Rosemount, Minnesota Pl��mouth,MN 55446-4270
House Model: Lewis Elevation: 83 Phonc:(952)249-3(x10/Fax:(952)d(k1-1909
Prqjcci 120145001 Poldcr i�:8407 llra��n hc:JAJ Buyer. Zawieruszynski
n Pinnrrr Fnainrrrina