HomeMy WebLinkAbout12740 AMIENS AVE P��.c� \� - te �,
General Notes: Construction Notes: � _� - x e2s.2 \% �
1. Grading plan by Pioneer Engineering last 1. Install rock construction entrance. � � �928.5 �3 Q �,
dated 5/S/18 was used to determine 2. Install silt fence as needed for erosion control. � Zj- � ti� C}� o
proposed elevations shown herein. 3. Sidewalks shall drain away from house a minimum of 1.0%. O o0 928.3 ��� � � ,�
2. This survey does not purport to show 4. Contractor must verify driveway design. n� -- 0 �
improvements or encroachments, except as 5. Contractor must verify service elevation prior to construction. ` � � •.� � o c
shown, as surveyed by me or under my direct 6. Add or remove foundation ledge as required. �� 28� � � � N N
supervision. i i,.i � � a
3. Proposed building dimensions shown are for X 9z8'3 �� � Q = `° "
horizontal location of structures on the lot �i� / (� �z � �
only. Contact builder prior to construction for _� v �
approved construction plans. � 928.3 xi� � � Q Z o
4. No specific soils investigation has been `fi � �, i� X 928.3 � � � s � �
performed on this lot b y the surve yor. The � 3�� �� �c
x sza.z � x s .z 4� a-� � �
suitability of soils to support the specific �� � i� �--� C� ,,., o N
house proposed is not the responsibility of n+ �Z �
the surveyor. ,\oQU x 33.4 x 930.9 sza•z X 9ze'� /�i / U � � a v
C i�N
5. This certificate does not purport to show House N� x 935.6 � �� � N ..
easements other than those shown on the \ 931.0 x sze.a /� �� � ^
recorded plat. eaz.� POND 300 ,�9z8'Z �„� L
OUTLET=932.20 � �
6. Bearings shown are based on an assumed 937 4 x g36.4 , �� � x eza.4 G
datum. x 93s. - Q 10 DAY HWL=932.58 �� �c� / �
�5.4 �'� �\ x 930 O 6. X 928.3 / ,`'tj
� / � x 932.9 s��928.6 � X 928.2 /
x 940.5 � \ 3 9�X 92B.6 �� X 928.4
x g43.3 �35.9 / � x 935.5
\ '/ � \ � �0�� o� �'�r°x sza.a
936. ! /
x 943.0 938.6 � � �CP x 936.2 x 935.4� � �O� X 928.5 �i�
\ � / 935.9 � �.�- x 930.3 Gi. // OO �
\ � x 943.0 i '936.6� � Y�33.8 "�i f- / �O' O
\ � x .�41.9 408� � / � `� x 9 �� � �����/ 925.5 X 928.�928•3 � Service invert elevation =933.47 p c
� � 941.5 \ E.O.F x sa�-T� � � X39� � \ �� x (As-built per others) � c I
� i t ' 5 � K 9�5 N � �
�
�' �'�7 4.8 / � l � X 936.1 \ � �� Z � �W �'.
� �/ � � x saz.a 1 � � � x s2s.s � 0 c
\ � eaz.o � � � �y t ' � � � Lot area =12973 SF r.,+� �
\ s<i. 9�� � D� � x 34.9 �� eao. House area =2127 SF F v � o 0
� � �� 30 9ai.s ! \ � 937. ````�\ � �� Porch area =151 SF p a y �o
\ x 9 4 3.3 � J1 f � wo Q� � \�i �� Si dewa l k area =2 8 S F �j Q C v� �
x g 4 2.8 4 4.4 t � , x 9 3 1.2 � C �
\ saz.40 \ saa. � � l '� : �\ x 936.0 i �934.4 Driveway area =839 SF �•- �w��
� , i � rvi Ar -3145 SF Y�
\ \ \ 4t.6 5• r� 1 y 1 � � 933.6 � Total Impe ous ea V -p� o
v
x N � ai
\ � � / � '� � f oG i �t�936.3 �� ��.. �� Impervious Coverage =24.2� O� O �=' E
� \ � 943.5 / �� ,0 Dc� s� /� � \ m V� � �Q
� \ � " o s ( � � ' � �
\ � � w � c ' � �
�\ n� �:'' ( � �� � s x 934.8 � > Q 7
944.4 O j
\ \ �\ \� 942.X x�\3.4 '/�i944.�io � �' �t J( //� X 935.�� \ � Denotes iron pip2 �� �U C� 7
� � o � f �' ° Denotes service Q a'' ��m
� 941.7 � rL�7' 6� l ! � 936.6 �9 5.3 � J 3 � ��
\ \\ � �.\ �q�q:$ � � � i � , /� � Denotes television box O O O Q �
� i� J .. \ l rL�• � (,.:� � Denotes electric box 0 Y �
\ � � �942•9 saa.5 0 `� / \` `�� J� /� v ❑� Denotes telephone box Q �p .� y
� � � 9aa.o `I-� �0 �� 1 � 935•� X 000.00 Denotes existing elevation W �� N o
X 1 �J � x 936.6 ( � '0
� \ 1.J X 939-7 � ^�V ( 000.00 ) Denotes proposed elevation L � _
� 942.4 � X 936.7 �
\ �^ c� � �,� � �O\ � Denotes droinage flow direction V �
� � 941•9 \\ � O ti�� � O � Denotes spike v y
\ \ �p �9�9!44.9 � x 943.1 � 938.2 O�/ �
(� �
� � 943.3 � lr ,L 944. � 'J
0 \ ' � a
� \ �� � •O� � 944.5 � X 937.8 �
� \ 943.1
� ��\� T� c� � � 9x�9 Lowest opening elevation per grading plan :936.5
�� \ _ \ r 42., o s�.z � x 939.9
A �/� �Oy� � �� Q � / Lowest floor elevation per grading plan : 936.5
"t/(� \� � � � X 943.4�
�v /\�� �• („� �� '�� � 943.4 � � , x ea2.� House elevations �Proposed) / As-built � ��, ��0 3
\
� �j s. � x 943.5 / 0' 10' 20' a, � °��,� �
L� � � � � /saz.s Lowest Floor Elevation ;(936,g� � � _�� �
���
w �� � \ \ az43�5 � x sa3.�/ Top Of Foundation Elev. ;(g44,g� � g44,g �`= '�`°^ ;
'�/ \\ �� \J � 943.3 O � /S Jy� Garage Slab Elev. � Door :(944.5) / 944.6 �� 9 ��� C`]
G� ,�1�\ �� \�\ 1 s42.s X943.8 .Z� Scale: 1" = 20' � � nL.u:3 r
� % �� \ 942.4 94z.e REVISED 11/15/19 GRADING AS-BUILT ` °°
■ 943.1 Benchmark: s �,
\\ \ � , -
� J\ �� � �,� X 9°3.� Top Nut Hydrant �
\ � � \ 7( X943.6 �'' We hereby certify to Lennar Corporation that this survey, plon or report o 0
U Lot 5 Block 1 /�
� � saz.a 94z.e t� I7I� was prepared by me or under my direct supervision, and that I am a � �-
�� � � x 943.0 •J �(� ' c _r� � (� ' `� � duly licensed Land Surveyor under the laws of the State of Minnesota, Elevation = 944.38 1�+�1 y � � F
\ \\ saz.e �943.4 t � " � � � dated 06/07/19. 1""1 � �?� o �c
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� � J Rcvisions: a ❑ � (O c
� \� \ Aao�itt R�viev��d� � � Signed: i eer E gineering, P.A. ) y ys � �
�� a 1. 06-09-19 Stake house ° � c
• 2.)6-20-19 Rcciscd cicv. ��
/ � � � ( Q +� (� q q i.)II-IS-19Grading.4s-built � � 4+� �
\ '9a2.7 ,eR�C L 3 LOL� � `a
\� \�J � �� \� ��te� BY: � �a : �
�\ � � � Peter J. Hawkinson, Professional Land Surveyor �� � N� � a
� \ �, Minnesota License No. 42299 email-phawkinsonC�Dpioneereng.com ^ � N� o �
\ �.L� c.