HomeMy WebLinkAbout14049 APOLLO CT �5, x 940.3
9238/ x 930.1 � X 937.9 ����/
� x 937.7 940.7 X 939.9
� x 929.0 x 931.7 / X 937.4 x 938.7 �
/ x 929.7 � X 936.4 �j�.� �{ O
924� X / X 934.7 9�.7 X 938.6 ��v rl �'
. / � 93�'�/ x 936.8 937.6 �9�.6 X 940.0 \ ` 1 � O �
x 931.1 9 �jqp.8 X 938.4
/ � x 936.0 4 7 937.e •� p O �
X � �5 X �� 929.�' OUSe 979� � � � � � cu
. 924 6 � 92 � 92 .\ �� x 933.9 93 937.9 N 94 93 . t�C\ 937. �7 � �
92�,8 �� / x 932.4 x 936.7 V1 x 938.4 �� � O y � .�
� X 925.0'� �1 � � x 93 �d '�j 9J . � 1 ('��� � cX•,
x Q � . � j�
5,X /� r0 g25.J Q!`� �LQ\ �c 930.4 x 935.OG�� �.q�40.1 `� 938.2 (J�' � � +"'� z � �
\ g2 ' ,` O' x 92� x 932.6 937.5 9 .� 38. �� � Q O � � O
� � x 92�1 ��?�'rN 6.1 � x 930.4 93zo 940.3 940.593 7 � 93 U � �
\ /�8�\ 5� PF,�O�� G�' i � x 936:3 a�.s x sas.� �s�e� �0 938.4 O � � � _�
�7 � X 928.4 -7 X 935.9 x 940.0 i �
� x xg8:2 � x934.4 i � / � ��.y CN
92,2 x �\ / 92 � �\ r0 \��9 �� 925.3 x 936.6 x93 X$3 3 7.5 � g �'�.U 3�8 9 8.7 � i-I r'% ��
`/ � oJ �92 5 4 X/ x 932.6 x 935.3 x936.3 X 9 3 6.5 � 0'f 940. �p 940.7 � 9 3 9. � � V �I `% �vN�,
� \ ��`` Q�Q Gi„�(v� � x 930.0 93 g 41.5 x 939.9 � O `i--1 � ^ � `� �i
4� x 927.8 l,.,,�►p 33.0 � 93�. � � x 940.7 I ` ^
� �\ x \ '�__ ��F / x 9 5.9 x� ��" 7 ��3 49�2 J �. 1.3 941.1 939.6 939.1 j ` •� � o '�
/ g2 6.� � �X 926.6 x 927.3 � 940.4 1 �g.� /�1 �-I t '�.
92�.9 X� \ / x ers.a� s3 i ' I= -%��,-�'sszo ; =="g.8 ai.o � I � � u� ` O � c» II
/ � X 926.6 I x � _�-x�g33.2 ! � � N�g x 93 939.3 � M� �
X � x � \ � '. 9� �-X 930.7 � /O < X 940.2/ � � �n
9289 / 9281 ` __I_-k� . ' Z / � 93 �y G
929•/jc 92 . g ♦�gF� 93 . O i G� N �z � �V�
�tW � �� 9 7:0�927.6 x 937.5 1T � N � � / � 39.3 938.��� �
9288 x � 0 �� 0 " /} '�� X 927.8� \ 93� :�g 3 � 1' � �1 O 941.2 � �� � �
/ (� 2 � ��_-��4• x 935.8 w � � ,�.4
9� �+ �-�� ,p x � x 933.7 / /
� / a � 9 � �
92 3 /x �� -'-_-_�;5 � X g 3 'I6 x � x\ Z 931.3 /1�10 ,L�� � 4 41.� / 9 g38y X938 9 3 8.f�/ \
9� �65• g3ni Q x 9 8.1 �' � x 937. 93 .9 / 944.7- i �`� b
929�x � _ --_- � I / � .. szs.s sa}�� e�� 32� X sa� � � X939.0 /�Q ` °
9 �.�� --� � � 4 \ J \ x 932.3 ! 940.3- �~ J x 9 3 9.4 q� 93 7 1 \\O ` O tOA
92g9 X�8 �___ 9���X � � � � �930.1 x 937.93 � �x g3 x 939.8 IQf � \6 �O 1 � C
2 92 � N � 9�5 x 934.7 x 936.2� i 9 9 934.5 x 940.J �.. .�� o O � \ � C
9�.8� � ?`' � 9 8� \\ i � � 36.7 x 93 94 O ���� � �U
28.5 / 6 x -O � x 931.4 � � I Z �
� � 9 � 93�� (0 0' x 934� xg� i 935.7 �r +�� C C
�/ � 934 4 x 9 �X 0 x 91 x U % X 929.J 8.�\929.9�� � 933.9 93 r v � � �
g • 9q0 93 p r`' �I _ � d � �
� g2g5� 939�6�� �� 93 92 28.9 929.6 931.1 NoUse M� � C t�A �
/ � 9 34 3 x � Y Q �'- O LyJ U
� - /� 940.a x sz ? �\ � So� O `p � � j a
�(,, . � cn
� � 939 0 4 X 93v.ct3289 � � m^ N'�'' O C �
M 93g�x� 935� J�f A, W � C () p �
� � g4p6 x g396 x \ �+�O•Y g la�(aa � �
�O Q � 941>X Z � O O �m
� / � �^W1V v( i / �O � v a v
O , g 3 59X 0 v J(n 0� Q O
Z �/ g4, X 929.0 / w �� � �
o /� 956?x 940.1 x � O»`AI .O.F � v�v o �
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� 5�6�2, 1 Date• �'' ^ �� � ;_
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Service invert elevation = 928.8
(As-built by others)
� Denotes iron pipe
Construction Notes: �� Denotes service
1. Install rock construction entrance. Lot area = 20728 SF � � ��0 3
� Denotes television box '" u
2. Install silt fence as needed for erosion control. House area = 2399 SF 0� 15� 30� R., � °��oh �
3. Sidewalks shall drain away from house o minimum of 1.0�. ■ Denotea electric box Porch area = 86 SF .-..�� �
Q Denotes telephone box ���
4. Contractor must verify driveway design. Sidewalk area = 30 SF �� ^,o^ ;
5. Contractor must verify service elevation prior to construction. X 000.00 Denotes existing elevation Driveway area = 946 SF _,:- �
�,v,._ Q
6. Add or remove foundation ledge as required. ( 000.00 ) Denotes proposed elevation Total Impe�vious A�ea = 9461 SF ��o c
� Denotes drainage flow direction Impervious COve�age = 16.7 � •• 3 00
Scale: 1" = 30' � s ;3 ,,,�
General Notes: � Denotes spike � a w 3 �
1. Grading plan by Pioneer last dated OS-23-2019 was used to determine ■�����■ Denotes proposed retaining wall Benchmark: , �
proposed elevations shown herein. designed ond built by others. � ,.
Top Nut Hydrant „ „
2. This survey does not purport to show improvements or encroachments, Q •v
except as shown, as surveyed by me or under my direct supervision. We hereby certify to Lennar Corporation that this survey, plan or Lots 6-7 Block 3 0 0
Lowest opening elevation per grading plan :938.3 report was prepared by me or under my direct supervision, and Elevation = 942.58 � ' � w
3. Proposed building dimensions shown are for horizontal location of �, t
structures on the lot onl Contact builder rior to construction for that I am a duly licensed Land Surveyor under the laws of the �T� � �, �
Y• P Lowest floor elevation per groding plon :938.3 State of Minnesota, dated 06/05/20. Ey'� �z `t ;
approved construction plans. a ;� o a
4. No specific soils investigation has been performed on this lot by the x��;510�: 4 �+ .c
House elevations �Pro osed As-built 1.)06-OR-20Stakehouse ° Q � o �
surveyor. The suitability of soils to support the specific house proposed is P �. � Signed: i eer E gineering, P.A.
2.)06-18-20 Add scrvicc invcrt � `�'�-'^4 � c
not the responsibility of the surveyor. Lowest Floor Elevation s.>>o-ia-zoc,�a;� ns-hu;�c q.� � �
:(938.3) / 938.4 s a
5. This certificate does not purport to show easements other than those � � �� � a
shown on the recorded plat. Top Of Foundation Elev. ;(941.5� � 941.6 BY: W o � �
6. Bearin s shown are based on an assumed dotum. Peter J. Hawkinson, Professional Land urve or � N� � a
9 Garage Lip Elev. � Door ;(941.2) / 940.9 UP Y �� � N aj �
Minnesota License No. 42299 email-phawkinson�pioneereng.com ^ � N� o �
F.i.� �