HomeMy WebLinkAbout12975 ALMERIA TRL Original Survey '' � �'�"� r '� �'` ��� PROPERTY DESCRIPTION �
MAXIMUM SLOPE IS 4:1 (25�/0) � � P Ho�E � �' o ; � �� ��� � 0 � ��' � �
NO GRADING IN THE D 8� U EASEMEr!� N 1� cr . *� � �' Lot 13, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � �
W P�'K�v � /i = o� ,n
NO RETAINING WALLS OR STRUCTURF�=; � � ' � i � � �� � � � � ��� ���°� � � � E
�.�onstr c � � �
IN THE D & U EASEMENT PROPERTY ADDRESS � > J �
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� � 12975 Almeria Trail, Rosemount, Minnesota � � � '
9 It � � . �'
PLANNING DEPAR�N�J�RE 1 1�E'GD' BENCH MARK � 3 0 � ��'�' = N m ;
TOP OF SPIKE--�.,' � � � N O T E S � w � v
ELEV.=948.06 w �
� �, � 10.61 Z � v
y � N 8 8'1 '1 3"E 1 3 9.1 4 9 4 9'8 � O 1 `= �°1 R-290.00 1. B e a ri n g s a r e b a s e d o n t h e re cor de d p la t. � � = u
44. 9 4 52.03 cn 24-78 0 � �� 2. Building dimensions shown are for horizontal and vertical placement of �z �„ Q
cn � . ._ _ _ _ - -- - - -a?1-- - i �=2 OS 44 structure only.See architectural plans for building and foundation � � ;�
- - - - - - o �� / dimensions. � � � `�'
U ii�
� 942.4X x � 948•6� 3. No specific soils investigation has been completed on this lot by James � Z � r
�� � � � , 44.00� / � � 6•� � � �� R. Hill, Inc.the suitability of soils to support the specific house proposed Q 3 a
Z y� � � � � �'c•; z� � � is not the responsibility of James R. Hill, Inc. or the surveyor. � o
� r'Z 1 � �v 4.00 � °' I 4. No specific title search for existence or non-existence of recorded or � Q'
� m� 1 / o � 2•0 � � � un-recorded easements has been conducted by the surveyor as a part �
� ?��^ � Q Q I /, ,� o � I of this survey. Only easements per the recorded plat are shown.
p -o� 1 � � J I o ' � g pp � � 5. Proposed grades shown were taken from the grading&/or
W_ �� o� Z o� �N N 3, 0 6•0 I I � � development plan prepared by Westwood Professional Services, Inc.
� �� 1 �- m z � o" �o o ; �N I I � 6. Grading plan date/revision date:8/14/2020.
v�-c 1 �� � ��=v% /� �j 7. Sanitary service invert elevation per City engineering
�l � � � �� j� � � �� 6.00 9480� � � � � department=939.30.
� / � ' '
� � 1 Q� � / �� �/" ^ N� ^ � ; o _ 8. Plan No.Snelling EH06/D4-Garage Bump
� � c,� �� � ��/ o � �> �6.5� ai �oi LL
� N ,-. ^ Q � �n o- � � o� � z
��, � � �, � �/ �,� � o �, �� �, ,n ��, BENCHMARK w o
�' 'n � ��� � � � �;'� �' a o � � W � o
� � � � , , , , ��j , � � % �; � � Top nut of hydrant located at Lots 11 and 12, Block 2=950.65 � o
x °...' � "25.50 ! � 6.00 -- 25.0 -- N � Q �
� � --- 4 . 947.0 � �� � 948.9 p � o
� --f------ o � i i �o C/� � �
� - .7-- "-" � o/ o � I � � FLOOR ELEVATIONS =
(/) � c~n �
j�� ----------- - � �(945.8 0 � / %o I 10 �
� � /20.50, ^ I � Proposed 0 Q >
�� (944.5��_ 4 '� 48•8 N� Garage Floor @ Front =951.3 w � Z J =
N N � �cD - - - o- -`D� - � ,n � Garage Top of Block =951.6 Q � m �,
� 950 � ,n r House Top of Block =951.6 U �; �
�`- 30.80 `n I� � •2� 52.00 I 25.00 ai ,� $
948.2 � Lowest Floor =943.6 � � �
c�n � 4 � S89'35'03"E 125.00 (9so.$) , o o � � Top of Block � m �
^ 947•8 9 •6�'-----------_ �� 3 30 at Lookout Window =946.8 � �"�
I�, � ,� , rn w I w �
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', �i o ^ w ao in U �
(V Y
� � � W � � Y
� I r1T � � °v' ocwn J / rn Qaa; ( o
� I � �_� i � `t � a o � -'��;% � ��'� � HARD COVER CALCULATIONS SETBACKS DRAWN BY
,� o=v' ' = 4-°' o I , JCB/TAM
� ,� / � �o �� � Lo t = 1 0,6 1 8 sq.ft. F r o n t = 2 5
� o ��STALL ��RD .� 1 �s�' � � '�. ,= a m o� � � House/Garage �2,567 sq.ft. Side (Garage) =7.5� DATE
� Q ���E� ���� C�rr�� �v.� ,• , ;X`;�,�y /_ , � Porch 156 sq.ft. (House) =7.5 4/13/2021
, �'�� �_ _ _ _ _ __ _ _ _ _ _ ;
,, �'�� - ' Driveway =875 sq.ft. (Street) _�5 REVISIONS
i ER05��� C�NTRQ� � 7otal Impervious = q.ft. or Rear =30'
2Z FQo� �l�arir,su:� �ri�r��=Jc�y �"�i�'i�� �'k`` ; MUST B� IN PLACE � 3.9%o iot
City �oe��i�r� Ordinance - - � gEFORE FOOTlNGS '
EARTHWORK SUMMARY �� Spp�L PILES � ' SURVEYOR'S CERTIFICATE
PASS INSPECTION '
Excavation: ,
Common Ex. =213.0 �.y. ��� R I�HT-OF-WAY i , I hereby certify that this survey, plan or report was prepared by me or under
Footing Ex. =13.0 c.y. - ' - - - ' - ' `- - ' ' ' - - ' ' ' - my direct supervision and that I am a duly Licensed Land Surveyor under the
Garage Footing Over Ex. =13.2 c.y. Q Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all
Footing Wall Ex. =10.8 c.y. O Denotes set iron monument improvements, easements or encroachments,to the property except as
=250.0 c.y � Denotes found iron monument shown thereon. �"
Fill: - Denotes proposed drainage ������ CAD FILE
Common Fill =324.8 c.y. tc Denotes top of curb Signed this 13th day of April, 2021 410460.dwg
Drivewa,y Hold-Down =16.2 c.y. X900.0 Denotes existing elevation SCALE: IN FEET APR 2 0 2020 PROJECT N0.
=308.6 c.y. (930.0) Denotes proposed elevation
0 20' 40' 410460
Excovation-Fill =58.6 c.y. SHORT � � Ma us F. Hampton, M . . . 1 �/•
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