HomeMy WebLinkAbout13414 AVILA AVE PROPERTY DESCRIPTION BENCHMARK SURVEYOR'S CERTIFICATE
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Lot 8, Block 3, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota Top nut of hydrant located at Lots 13 and 14, Block 2=971.05 I hereby certify that this survey, plan or report was prepared by me or under � �
my direct supervision and that I am a duly Licensed Land Surveyor under the � � �
laws of the State of Minnesota.That this surve does not ur ort to show all o z E
PROPERTY ADDRESS FLOOR ELEVATIONS Y p p � � � o
improvements, easements or encroachments,to the property except as w _ �
w > w �
13414 Avila Avenue, Rosemount, Minnesota Proposed shown thereon. ���� � � J L
Garage Floor @ Front =969.4 � � � ^
� . v� �" �
N O T E S Gara ge To p of Block =969.7 Si gned this 11th da y of June, 2020 ('� � � �
cn
House Top of Block =970.4 ' - " w o
l. B e a r i n s a r e b a s e d o n t h e re c o r d e d l a t. L o w e s t F l o o r =9 6 2.4 �{ ��� � 1 2 0 2 0 �°
g P r� Y � z � �
2. Building dimensions shown are for horizontal and vertical placement of � � : �� � � �
structure only.See architectural plans for building and foundation M rcus F. Hampton, M . . . 81 �-;. � w � �
dimensions. *DROP GARAGE TOP OF BLOCK 0.7'* - - -- ----- � c� � m
3. No specific soils investigation has been completed on this lot by lames N � � °�
EARTHWORK SUMMARY w c� �'-'
R. Hill, Inc.the suitability of soils to support the specific house proposed HARD COVER CALCULATI ONS SETBACKS Exca�ation: � z w �
is not the responsibility of James R. Hill, Inc. or the surveyor. - Common Ex. =182.7 c.y. Q � �
4. N o s p e c i f i c t i t l e s e a r c h f o r e x i s t e n c e o r n o n-e x i s t e n c e o f r e c o r d e d o r Lot =43,518 sq.ft. Front =25' ���� ���;� F o o t i n g E x. =1 3.4 c.y. �!! � �
House/Garage = 2,446 sq.ft. Side (Garage) =7.5' Gara e Footin Over Ex. =12.3 c. �V N
un-recorded easements has been conducted by the surveyor as a part 9 9 Y•
of this survey. Only easements per the recorded plat are shown. Porch = 158 sq.ft. (House) =7.5' Footinq Wall Ex. =10.8 c.y. �
5. Proposed grades shown were taken from the grading&/or Driveway = 1,033 sq.ft. (Street) =25 ' =219•2 �•Y
development plan prepared by Westwood Professional Services, Inc. Total Impervious = 7 sq.ft. or Rear =30' Fill:
6. Grading plan date/revision date: 11/1/17. 8.4%of lot NO SP01 PILES Common Fill =235.9 c.y.
7. Sanitary service invert elevation per City engineering �N R IGHT F-WA� Qrivewoy Hold-Down =19.1 c.y.
department=957.80. � Denotes set spike =216.8 c.y.
8. Plan No. EH05 C4-WASHBURN � Denotes set iron monument Excavation-Fill =2.4 c.y. LONG
• Denotes found iron monument
-� Denotes proposed drainage ' n sta I ! ro c k
tc Denotes top of curb W o
x900.0 Denotes existing elevation SCALE IN FEET �-t • ��"" � �
i (930.0) Denotes proposed elevation � o
Y � 0 30' 60' � � nstruct�on ntranc � = o
� 3 = ~�� / / {tt, �h INSTALL �ORD A 1 'a�\G+�A BOX � � ¢ c
� � BENCH MARK � w=3 r+ � �T ' - 22 Foat t"�9axtmum Driv����j C�ttijii,t7 �EsF ���n�r��1 O Q (/� �
� nN TOP OF SPIKE-� a Q,
I � Z �� ELEV.=968.51 �
�o� `� �-� � � Clty Zoning Ordinanc�e C�V�R OVER C�IJRB _ � T� . �'��JE6+VAY W � z Q =
� W � o
' ~ °° S89°22'03"E 35�.41 ¢ J m "
� X "O1 0 (968.7) - (981.4) 960.1 X - �v
W �__27.49 �a 50.00 130.02 0�X961.9 • V c�i o
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I �o n QaXry68.2 44 00 � X961.9 a J X960 5 ry o ' EROSION CONTROL � � °C �
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w " °2�° 4.°� Jz ---- I � � MUST BE IN PLACE � N w J
- ZS.o - o � �W� � ma /� ,, � BEFORE FOOTfNGS � o DRAWN BY
� N 968.1 0 00 � o�Yo o °i � �� �
O� � � I o�Q v � '�a� / � I �� � � ° J C B
z � � 3 � �� �ti��� ; / ; PASS INSPECTION ; °'
� � z.00 a W � � /�,�,� I � �a � , II DATE
W � P - - - - -- - - - - - -- --- - - - ... Q 6/11/2020
o � � o a� `�o�
8.6� a6 o d a X958.9 4,�' 'r
c� N > N � N �a 23.50 xg6z.� / J�`� �� DRAINAGE & UTILITY
I >�6 � > r� �Q � o� � o p EASEMENT PER PLAT O REVISIONS
�� � °' p 3 2.00 o r�u ? G�" WETLAND L �
� �� o <6 � �`p� / ,c,P ' �O NW1=957.0 +/�-`�' '�\�� �
�" -_ 10 1R. HN2=957.8 yr�t�r �
�� a� � � 24.so ^ xsss.o � �� � o� 100 YR. HWL=958.3 .✓..;� _t �( ���
� X967.3 , � V�. SNOWMELT HWL=958.1 °� � i0 � I' ��
Q � '� �� �� ° LO T 8 ��� - �
Q X958.3
� Q x(987.9�OF I�ti 93.87 i �4�'��� ----- /� _ �r��,,,y..r��'� O
Z `� S89°42'26"W i ,� ,�. _.
� � �BENCH MARK � g63.5� / �
I � a I TOP OF SPIKE� I / O� �� O
Q � ELEV.=967.33 a � �
Q ^ al I" Cr
n i a � � �-
I ; I � � � � 4.05
� � � � � / / N05°13'54"E��- CAD FILE
� % zs.es x � so.oi �
390740.dwg
30 �n 0 �(959.6) / S89'42'26"W 393.30
MH:962.7 PROJECT N0.
°'� � n T u 390740
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