HomeMy WebLinkAbout13953 ASHFORD PATH �\' �i� �
�� � \
�
/�i� �i7
i i�
i ,ij
/,,- Q P,��,�,�� ,
/ / �O /A � N \
/ � �
/�� ��O �"i 0 W O�� 'G �
,, PS , ��• oo � �o �� � . �� 2
� � 6 � � �'�
��� n/ �Ar� �j 1 � ,, ��u ,:�' �, e;�� '°�,w N
��� /'�� '�� �r m N w m �'� 'a 0 0
, R�� � �, � :� ��,��, � � ;-��
/` , D 9�C�� a Np-��^^ �
�
� '� � � � � u N � '� V T
[��/ N �� �o �� `G � ��� � �
7 �� o � � N � �� � +
Nl s ' � �i� r a \
� / �D . � i0O n N � �
1 \
� � � ��/ � � � / ��X �p � �r�
�` _1g• �' , `ra
(�1� > - .. �W,. � \�� '� � �lT
O N ,� � , `�� � \
� � N ,.. � � ,�w� �°� ;�/ -g54'`���_ �
,o a � �, . �� ���� � �j� �i7� \ .
o+ � .�, , N_ _ `L1��,' � ,o � \ �• �
�o � � X � �
�, . `' . .•� � f �` `r `� _.. _ �r" -,,o
_'� N ciOr\\� O x�e�ce � � .X �X �\ � � D N
�Grf '��-i �x\ �05 Q Q�� �� �� �� � \; N . \
_ V
� ,,� V V � '
� �X X � � � � � X ' \
X � �T � � d
� � � �� X
,� iDir � �ir <��e�°y iO�r�, � � �2a�� N � •.` �ir
� � 5 y\ �\ �o O .�, � �,� �� ��pp�c a �� � � �� � �
x �.'Y� � i°ir � \ °' \
S� ��\�� � � ��, O � '"' ,�g. .� .
�,��r •�, �p O 1�• �`, > �
> 2 �
� � � f �,, � � x � ,
N � � ►
� \ `` � � \
x � O�Dye `` �� �;�X \ �
D
� \� G , � ,�r�, � '° �
� N � '� �N �• m ,
lg5y�1 x � .o , - \� � . tJ�
,, `
2 w� \ �`� e �` `� \ x �� d �
s ,r
�"�� � � �°� � "°� ''�, ,� 24.� " '• D �
s w ; � �� '�� � �d �N�° �' r
�P X >� ��, �� � ��, 1 ,, �, �o NN���
tS` ��� �� ��, � �� �1� � �'� 1 �± � �
� 1 ' ' �o�� �
! > y� -o �c .v
� ,�,j� m x ��, � � x L
� � � \x � � � ' �
� ,iOr� � Po��� ' x 1 a� J O �
x \ � •�, � � � I .. Y I Z
�r
�r x C
� `�� � � � 1
�� •N � � �
\ � d•
I J � I
�1 � \ %�N " �I
9g5 � � i
l ' �
\9S � i > �� � `�u �
� � , 6 � � � ,.. �
\ ' I X �i� I X � I
�
� �V \ x �� � / x I .
"'w x � � � �� Sodded !� �
.N �, d
!� '� �9
(�1� " � in i \ ��,� / �5`6' I
� 'o � � ,
•� �� � � X /� I � ° w I
I w ��
1C I � � � I t7� � � �J �/'�
I f�' I i�"-� I � rr-. �O tP �� � X� �U� T � �O'� Y/
� \ � / � � d O
`_� °' "x 1 � x x `�° R 0�
X , � _ D � . ,�,
��L�v �F-t'�C�� II � �� - - - -� - - - - - •°.. \ �
�j tD,,wo¢ ,; Drainage �ici�utility � o � �� �o
^ i ,��, �� ����� `��r easemen� Per� Plat �� � �� . ;, � �O �
.� � W X NX _ � � N� � rZ
� � W tP �� '� �. �D
�
, � /�y�>- ���j__ � �95�.2, �.�•� M : � �
�`�i,../�i.9:� . , i!a_�V f�.i Y�'�i 1�. ' ,,._..-�r�-^--�--� �O��J J � �c x �/�
/ x � c� x X �j �J �x Y/ ' �
��t�• � Z J_��'' - Z , � �� �° S89°54'S5"E 68.62 �' ' 30
�
Service invert elevation = 942.5 ����r-^T 1 A I i/��,�� ��I n /�r- ��T i i n r�r�
(Per plan by others) � I \�_� I V V I u f � � L_i-�u�_ i... I �1 /-�V V. I .
� Denotes iron pipe
Lot area =12296 SF �,s Lowest opening elevation per grading plan :955.8
House area =1948 SF �j' Denotes service
PorCh area =123 SF ❑O Denotes television box Lowest floor elevation per grading plan : 946.5
Sidewalk area =33 SF � Denotes electric box
Driveway area =707 SF ■ Denotes tele hone box
Total Impervious Area =2811 SF � P House elevations (Pro o� sed) / As-built
Impervious Coverage =22.9� x o00.00 Denotes existing elevation Lowest Floor Elevation
( 000.00 ) Denotes proposed elevation :(947.9) � 951.3 OPENING
� Denotes drainage flow direction Top Of Foundation Elev. :�955.9� / 955.9
� Denotes spike Garage Slab Elev. � Door :(J55.5) / 955.6
Construction Notes: ■�����■ Denotes proposed retaining wall
1. Install rock construction entrance. designed and built by others. 0� 10� 20�
2. Install silt fence as needed for erosion control.
3. Sidewalks shall drain awoy from house a minimum of 1.0�.
4. Contractor must verify drivewoy design.
5. Contractor mUst verify service elevation prior to REVISED 11/19/21 GRADING AS-BUILT
construction.
6. Add or remove foundation ledge as required. SCale: 1�� = 20�
General Notes: Benchmark:
1. Grading plon by Probe Engineering last dated 7-2-19 was used to determine yye hereby certify to Brandl Anderson Homes Inc thot this survey, Top Nut Hydrant
proposed elevations shown herein. plan or report was prepared by me or under my direct supervision, Lot 6 Block 4
2. This survey does not purport to show improvements or encroochments, and that I am a duly licensed Land Surveyor under the laws of the Elevation = 956.13
except as shown, as surveyed by me or under my direct supervision. State of Minnesota, dated 07/08/20.
3. Proposed building dimensions shown are for horizontal location of structures
on the lot only. Contact builder prior to construction for approved construction
plans. Signed: io eer En ineering, P.A. R�p��pyszoscakehouse
4. No specific soils investigation hos been performed on this lot by the surveyor. �.)07-2R-7.OSenicelocation
The suitability of soils to support the specific house proposed is not the BY. 3.)i i ie�i c.aa�n�4s-b���h
responsibility of the surveyor.
5. This certificate does not purport to show easements other than those shown Peter J. Hawkinson, rofessionol Lan urveyor
on the recorded plat. Minnesota License No. 42299 email-phawkinsonC�pioneereng.com
6. Bearings shown are based on an assumed datum.
PI�NEER � �ot 6� Block 4,
�ri�l�e1't12�',P� PRESTIMCK PLACE 20TH ADDITION Certificate of Survey for:
CIVILENGfNEERS LANDFLAN\CR1 f.AVUti11kV1�_Y'�)HS L4\I»l'.iN1;ARl'Ilfl'1:('1'l
according to the recorded plot thereof Brandl Anderson Homes Inc
2422 Enter rise Drive Ph.:(65l)681-1914 Dakota County, Minnesota
Mendota Eiights,MN�5120 Fax:(65l)681-9488 22l River Ridge Circle South,Suite 100
www.pioneereng.com Address: 13953 ASHFORD PATH, Rosemount, Minnesota sw�nsviue,MN 55337
House Model: Edgestone Elevation: Phone:(952)898-0230
Project#:120090003 Polder N:8494 Dra��n by:MTW Buyer: Yang
n v;,,nPP�F.,�,,.,F�.,,.,�,