HomeMy WebLinkAbout12983 ALMERIA TRL Original Survey .,l J L� i I �L1 'v i� � / /,j i�l.� ►,`�i� , �;I. -1 :;_ _ '- ►-�', ��7X PROPERTY DESCRIPTION �
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, rn o Lot 15, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � �.,
�onst � , ���� on � ntranc� NwJ �� �-���. �� �, �,� rl��Wcty� ;. i.��uo�`a �
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•9 � v�i Bpp COF SPIKE 12983 Almeria Trail, Rosemount, Minnesota � � > L
� 9�� ��� � _vT � r� "--ELEV.=950.55 .� cn z 3
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L %� N m 3
� �os32 , „ � 24.45 ;' (950.7) NOTES °�, o
N 85'31 29 E ' 951.2 � i • w � �
' 10833 .--- g52.2 � '� U, 27.57 950.7 0 �p 1. Bearings are based on the recorded plat. � � �
(948.1) 955'9 • 952� , 48.84 - ;'p0�, '� _ 10 i,r � 2. Building dimensions shown are for horizontal and vertical placement of � z � �
� (955.9) `f_ _ _ _ - - �5�j � � structure only. See architectural plans for building and foundation � � Q �
- a, 95 dimensions. � � a'
�. � � � �
� � �U, � � 3. No specific soils investigation has been completed on this lot by lames z � o
\ 44�� O � 1 � � � R. Hill, Inc. the suitability of soils to support the specific house proposed � Q � �
1 0 I X____�� o � o� p d0 � is not t he responsibility of James R. Hill, Inc. or the surveyor. J �
--- -- ---- � �
------ --------- 1•15'� �''� • ' �' 11 � 4. No specific title search for existence or non-existence of recorded or � �
� g!�9 � cO c�,++N o o�2• ✓-"i���3 0 �0 � un-recorded easements has been conducted by the surveyor as a part �
� \ N 'c�+� � � �
I � .� n \ � \� � of this survey. Only easements per the recorded plat are shown.
�
� � Z'cr � (p � 5. Proposed grades shown were taken from the grading&/or
p I � � � 6,0 O�� � development plan prepared by Westwood Professional Services, Inc.
� __ � ,o� � � y o � �' � � �� \ � �, 6. Grading plan date/revision date:8/14/20.
� I �' X / ��� o/ �G o � o o � �� �, �� � 7. Sanitary service invert elevation per City engineering
� N �� �N N r 'o � �� � � o o � department=940.40.
� �,10837 �2� N� ` y� � �o�o � 0 y o � � � � 8. Plan No. Charlotte EL05/E3 2' Garage Bump
� `
�rj I � A` Z� c��� �- g 0% \ '� , �
� N� �'� �o-�o /o w � � �o \ BENCHMARK w zo
� D� I � �� � � � 0
� �'� N ��� �o o -� s �0 Top nu t o f hy dran t loca te d a t Lo ts 1 7 an d 1 8, B loc k 2 =9 5 1.8 1 � o
N �z I „ 955.0 X(951.7) ti a r-� / o
D � �� 2� `J� � o ° 9 � � = o
Z �x � 0 2 6 5� 4X.. ��� �s `L��� g 5�9��� � Q �
r � 950 � 9 �, F L O O R E L E V A T I O N S � �
-a 4� � � x h,�,,,\' l '
�^ I � � 948.4X x � � 2 Proposed � Q � �
Yco �� i � \ ���� / y�� ' s Garage Floor @ Front =953.0 w � Z ¢ ?
w �� � � � ,�w �� / � �9 Mp,Et�� \ 4� Garage Top of Block =953.3 Q � m �
`� �� I D � � � !�'i ��� / �a g�N G�F �P�Z t� y H o u s e T o p o f B l o c k =9 5 4.0 V � Y
I Z �� / ��Q �g � Lowest Floor =946.0 � o 0
� (�l �� / ��EJ' � \ Top of Block � m
I � X(946.0) -� p,� A .9s at Lookout Window =949.2 � �
�� 10 � � � l�'�°�$ ,,� ��� 2 ��'�y ?J �'VO SPOIL PILES *DROP GARAGE TOP OF BLOCK 0.7'* v J
�� r � � 9°r�',�p��g A,� ' il� RIGHT-��-�^:'�'�� HARD COVER CALCULATIONS SETBACKS DRAWN BY
J� � � 6� �o�o i N Front = 20� JCB/NDG
� Lot = 11,936 s ft.
� � / / ��i�<"�O � V � - - - " - �' � - - - -. House/Garage =2,485 sqQft. Side (Garage) =7.5' DATE
� � 1� ��� J � Porch = 145 sq.ft. (House) =7.5' 5/6/2021
�o � EPARTMEN'tREy�EW r,� ► EROSION ONTROL i (Street) =25 '
' s •� °�� � � �� � MUST BE ��(�E ' Drivewap =727sq.q. REVISIONS
>> 9k ��"�'"� r� � I J � � Total lm ervious s ft. or Rear =30' q 4
�., �9 °I 1 �% < ' � BEFORE F '�i INGS ; s.i ro f iot
� �� ��Ax���u �oPE is a:� �25°�0) ; PASS IN ECTI4N ;
� �' NO GRADING IN THE D& U E SEMENT�
-� NO RETAINING WALLS OR STRUCTURES "' � SURVEYOR'S CERTIFICATE
EARTHWORK SUMMARY � � � - - -- - __ _
Excavation: � J IN THE D& U EASEMENr I hereby certify that this survey, plan or report was prepared by me or under
Common Ex. =366.5 c. �'�
Footing Ex. =14.3 c.y.y � my direct supervision and that I am a duly Licensed Land Surveyor under the
� Denotes set spike laws of the State of Minnesota. That this survey does not purport to show all
Garage Footing Over Ex. =12.8 c.y. O Denotes set iron monument improvements, easements or encroachments,to the property except as
Footin9 Wall Ex. =10.9 c.v. � Denotes found iron monument shown thereon.
=404.5 c.y
� Denotes proposed drainage SCALE IN FEET CAD FILE
Fill: tc Denotes top of curb 0 20' 40' Signed this 6th day of May, 2021 410600.dwg
Common Fill =271.0 c.y. X900.0 Denotes existing elevation
Driveway Hold-Down =13.5 c.y. (930.0) Denotes proposed elevation c--- PROJECT N0.
=257.5 c.y. ,_,,_, _.� 410600
Ma us F. Hampton, M . . . 1
Excavation-Fill =147.0 c.y. LONG SHEET 1 OF 1