HomeMy WebLinkAbout12949 AMIENS CIR �.'� ��- , � ;��
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Construction Notes: I
1. Install rock construction n 3� �1 �
entronce. �61•L1 I � .$�.� --
2. Install silt fence as needed for a Q�11"W I i � � � �
erosion control. 5�5 2V '^� c c �
3. Sidewalks shall drain owoy Existing � � � � � �c N �
from house a minimum of 1.0%. I House �^p � � � � � � �
4. Contractor must verify IcJ� �552 -1'�'� � � � ;n � �
driveway design. y33.3 x� eae.i x sse.i 955.7}C� L�� � �z �; �
5. Contractor must verify service � � sss.s sse.a 9��9 �� � � ' z V
elevation prior to construction. � u 956.OQ 5.4 <
X 946.4 x 9 955.8 �„ �
6. Add or remove foundation � x g48.4 x ess.a � � � �
le dge as require d. y3o.z � x 931J � 9 5 4.8 s�5 9�.t�ys6'�0 ,� - I / � �..i �, ? c�
7. Retaining walls are conditional; g 3 4.8 0� � " N
Wall installed if the grade exceeds M x sao.a x sso.� _y�2 � - -,�(- - � 1 ys�.a r \ � � � �-+ � >,c�
3:1. � 945.9 -�� x 949.0 - � - �555.6 ������� ■��JC 958 87 �957�4 � � I � � � - '3. V
Wall will not be installed if the _ - - - - ���� � � � r+-1 �
grade is 3:1 or less. ers.� � _ _ _ _ - - - - ss.� ��������■ 8.6 9�2 � s.�D Z \ '� �
930.0 x 931.5. 937.0 952.8� ~
� =i--y g'3�".1 x 940.2 946.2 ��948.7 - � Cfi� x 958.6� \ �� � � �� (n \ �-+ �,
7C ! \
932.9�X 936.3 �9 88�■ 949.2 f �j 6 9� j �� 958.6 1}Y1� � � �
General Notes: �f----------- 77.2 ----�- - ` 12•2 959.2 � 956.8 I� Cp� r� � �
1. Grading plan by Pioneer last T� � � ------x 949.8 950.9f ,� 59 4 9 2 � � � \
dated 12-3-19 was used to � ■ 945.4 x■ , o �ssa.� �0�� \�/� �
determine proposed elevations I �(936.5 j -'� '�p�, ? g5g.2 9589 � �Q �` ' \
shown herein. I ■ ■ �4;3 sss.s � � p Y \ \� �\
2. This survey does not purport to � ■ � -' ��� � �p \s
show improvements or I : � o �, � o ��- 25'6��' 'o � �f�� � � \
encroachments, except as shown, � � x saa.o .X 949.0 951.1 � , Q � � � � o
as surveyed by me or under my � � � cn , �N � g57.9 � � � w o
direct supervision. � � ■ x 950.3 � � � � � � � � � � O �
� � , o m 3g ssa.� � c
3. Proposed building dimensions � 93 .4 � ■ 951.9 � � � � \ 58.6 � � �
shown are for horizontal location of � X szs.s 9�X: �sas.z � ,� � 4.0 � 10 esa.s \ � ` �
structures on the lot only. Contact J �` \r \\ Z s o
builder prior to construction for � j 943'3■ �� � J� 95�2 � �.5� 58'S � � \ F �� c c
approved construction plans. I =c sss.z � 1 �p 9ss•3 i � \ \ � � � p � o
4. No specific soils investigation � ysy.� ` oI9 5 9 6 9593 � � S 9588 �3`� � \ p a� �o
has been erformed on this lot b ;T�' � � cT 1. i � 0
the surve yor. The suitabilit y of so�s ��a I j x 93y� ■X 9�g'9 95 f/ �4� � 6 2, / �; 959 z \�59'8 � \\ N a � C o w i
to support the specific house � � � x ssos � sss.e � \ \ �� � � >,
r o o s e d i s n o t t h e r e s o n s i b i l i t o f -o °7 � 9 4 3.6 ■ 951.3 � `� ss.z �L 0
P P P Y � a I � � 951.2 954J / 58.9 x 959.8 3� V� L �� II
the surveyor. o�, � � ssa.� / .�960.6 \ O f� O °� o Y
5. This certificate does not ur ort c sso.z�953.7 � ssi.i se.4 V T �
P P � � � ■ �aa5.z x 949.4 �� esz.a � � ♦ �e1� x 960.6 m w �++ � 3 L
to s how easemen ts o t her t han � ■ � �e s a.� • C
those shown on the recorded plat. ° � I � � � / ��6 95��• � 960 8 \X 960.6 �� L � y � �` '
6. Bearings shown are based on an �o o � � ��99��'ab� � / ���`�61 � t U ��m
assumed datum. w L �, 94z.z •� 948.5 � �� '�''� +• • •• I
O gI32.� �944.2 � / 5.3 � X 962.0 X 961.3 � �
� X 31 6 • 940.7�( �• X94�•�/ 948.9 / � 958.5��, J� O 0 a� ,I
�JL
� ■ �
N 930.0 � � x 938.8 s• 948.2 / � .�� X 962.1 X 96 X 961.9 ` O � O O �I
� �(9aaA � Y � � ,
� D e n o i e s i r o n p ip e I �X 935.9 � / / 52'1 956.7Y�� X 962.4 X 962A � ���I 1 � /� /J� Q �Q �
r / "Jc 957.3 \�� � �I•v N 7
° � � �� � � �5�' e 1 � v � o
�° Denotes service � / �
� � ■ �°''y �0� I - C.�U i ��� O �_
❑O Denotes television box Q I ■ X����■ �� U y
� 4,.2 X 9 4 8.8 g 2 V �
� Denotes electric box Q
■ n
� 953.6
� Denotes telephone box I : / � / 1 Vv� [� ���C�� � 'v
X 0 0 0.0 0 D e n o t e s e x i s t i n g e l e v a t i o n x 952.8 /1JLJV'�l (1�j�1��Y��. J� a
■ / x .4
( 000.00 ) Denotes proposed elevation � ■ � c�938.e CCp � � �0��
� Denotes drainage flow direction �� I 932.9X�935�% ►� } JCf
� Denotes spike � � x 95i.a Gfaded `�at�•
■�����■ Denotes proposed retaining wall � �
designed and built by others. 929.9 �
x 937.6 ^ � � ��o
�fi 9�1 0' io' zo' a � ��� �
x 932.8 1 O " .�
29.8 �x� �
M 929.8 x 944����� �'�� ��� '
"O �
Service invert elevation = 947.7 � S �� <, ���n. Q
(Per plan� � REVISED 6/9/22 GRADING AS-BUILT Scale: 1�� = 20� 4� �� x3 0
x g38.6
a� " w n:3 �
Lot area = 14373 SF 92y.6 X 932.3 Benchmark: � �
House area = 2606 SF � Top Nut Hydrant o �
Porch area 62 SF We hereby certify to Lennar Corporotion that this survey, plan or Q o
_ Lowest opening elevation per grading plan :951.3 re ort was re ared b me or under m direct su ervision, and Elevation = 946.40 � r„ �
Sidewalk area 44 SF P P P . y y P �j
Driveway area = 657 SF Lowest floor elevation per grading plan :951.3 that I am a duly licensed Land Surveyor under the laws of the �T� �; � G
y Q 4
= State of Minnesota dated 08 19 20. 1"'�'1 �
-7i
Total Impervious Area 3369 SF I . � � Q `� o �
Impervious Coverage = 23.4% Rcvisions: d � c
House elevations 1Proposed� / As- uilt Q �
Signed: i eer E gineering, P.A, i.)os-zo-2oscaket,ouse g �,� � 'c
Lowest Floor Elevation z.)to-3o-zoxcstakcho�sc � ��,� o �i
:(951.6) / 951.7 a�, N
3.)03-1 R-21 Foundation As-built
Top Of Foundation Elev. ; 959.6 959.7 �4J06-09-7,2GradingAs-built � � �� � a
� ) � B Y: w o 't �
Garage Lip Elev. � Door :(959.3) / 959.0 LIP eter J. Hawkinson, Professional Land Surveyor �+ � N� ; p.
Minnesota License No. 42299 email-phawkinsonC�pioneereng.com ^ � N� �o^ �
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