HomeMy WebLinkAbout12998 ALMERIA TRL Original Survey �, �St�' � ��f�, � � PROPERTY DESCRIPTION �
MAhIMUM SLOPE IS 4:1 (25% r \ V V �
�JO GRADING IN THE D& U EASEMENT L_�JT �..� � � '�"""�91" Lot 7, Block 1, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � o �
,V O R E T A I N I N G W A L L S O R S T R U C T U R E S ° ' " �. o n s t r u c t� o n �n t r a n,�� � Z �
N 89 21 33 W } � �
I N T H E D & U E A S E M E N T �9 4 1.0� 1 PROPERTY ADDRESS .� �
64.90 � � J �
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- ^ } sai.e Z � • �^ 12998 Almeria Trail, Rosemount, Minnesota Z L
ry `�' � DRAINAGE dc U1ILITY o Cr �- N
`� � EASEMENT PER PLAT - � � S I I�, ��� _ � m �
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/� � Q� NOTES � w � �
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5� � � '�''�- 1. Bearings are based on the recorded plat. � � � �
� �T � � ,o ��+ 2. Building dimensions shown are for horizontal and vertical placement of �z � �
L v � � / �L 0 T 7 \ structure only. See architectural plans for building and foundation � � � �
/ � \ � dimensions. A\ � � Q'
� INSTALL F�RD A-1 METER BOX 3. No specific soils investigation has been completed on this lot by James W z � o
c0 � � (944.5) R. Hill, Inc.the suitability of soils to support the specific house proposed � z w �
� '� � " � � " C�JWER (�VE� C'I:�RP R�??� "N r)uT�'F'�YAY Q �
/ �, � � � a is no t t he responsi bi lity o f James R. Hi l l, Inc. or t he surveyor. � � �
� l � � °: °' 4. No specific title search for existence or non-existence of recorded or �'
� � /� � � / n � I T / I �o un-recorded easements has been conducted b y the surve yor a s a pa rt �
V n�n i v I zo.o
� � a DECK �� root iV�axirnun� Dctve��y ���uJ� �'�c of this survey. Only easements per the recorded plat are shown.
� � / X944.7 (s45.o) . x.- oo � �City Zpnir�g Ordinance �=--W 5. Proposed grades shown were taken from the grading&/or
,� �/ � / �� �s.00�5_0 �W � ti..�_�y,�,;��,,,� - development plan prepared by Westwood Professional Services, Inc.
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d. � � ' � � � � � � � • 6. Grading plan date/revision date:8/14/2020.
n/ �4.� � ,R S � I --°' � � _ _ _ _ 7• Sanitary service invert elevation per City engineering
� I (� r i ` department=938.50.
�N / ?g�o �'� I �,,� � EROSION COfvTROL � 8. Plan No. Independence EMO1/B4
�ry� ^ �, ; �j�� � I � o � MUST BF IN PLACE � BENCHMARK }" Z
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� / x '�0 0/ � G � � � PAS RE �OOTINGS i Top nut of hydrant located at Lots 17 and 18, Block 2=951.81 � o
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w o. o� /%' � � o
� �9�.0� . 8.5 0� � �� ___ o , S NSPECTION
v o�,_,_ ---34.0-- -- 1 � ¢ =v
\ "�� PROPOSED BENCH MARK - --- - _ _ _ _ _ _ _
x 2 �
�� / � � 'cn�� z �- - -- - - - -' FLOOR ELEVATI ONS � � °
S DRIVEWAY v Y c
�� o, - / d TOP OF SPIKE h L.L � � .
\ `''� is.00 ____ ___ a,00 a 4. 15 00�-948.15 I � Proposed � ¢ Q � �
� '� 30. 9 ' (950.0 948.OX�. v �. �- W � o
BENCH MARK �0° ��o' ! �O S P 01 L P f L E S Garage Floor @ Front =950.0 w � Z Q �
o ,� TOP OF SPIK o � Garage Top of Block =950.3 J w �,
�'p� � �.==4 7.1 6 N - � � ' I���C� r-��-�n+A Y House Top o f B loc k =950.3 U m o
° � o - - � - - � Lowest Floor =942.3 � � o
,�o � � �� � 944.0 Top of Block � m
� 4�87 --�9.s-- , „ (s�. at Lookout Window =945.5 w �
\ , S89'35 03 E 89.86 �
R �
9+8.5 �120,p J
a\�9�59�36'� 9476 9a63 `^���nA���v�� ^�'. � �'"'�' 1 �'~ HARD COVER CALCULATIONS SETBACKS DRAWN BY
\ \ � JCB/NDG
� A LM E R I A TR A I L ��� � ���� �z � Lot = 15,924 sq.ft. Front = 25�
_ _ _ _ _ - ------ House/Garage =2,555 sq.ft. Side (Garage) =7.5' DATE
Porch =94 sq.ft. (House) =7.5' 4/26/2021
Driveway = 1,189 sq.ft. (Street) =25 ' REVISIONS
Total Impervious = 3,838 sq.ft. or Rear = 30'
24.1%of lot
EARTHWORK SUMMARY SURVEYOR'S CERTIFICATE
Excavotion: I hereby certify that this survey, plan or report was prepared by me or under
Common Ex. =327.3 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the
Footing Ex. =12.9 c.y. � Denotes set s ike
Goroge Footing Over Ex. =8.1 c.y. p laws of the State of Minnesota.That this survey do ot,�rp rt t sh w
9 O Denotes set iron monument p ���� �� /��
Footin Woll Ex. =5.4 c.v. im rovements, easements or encroachments,to t ae3c t .�,+d�
=353.7 c.y � Denotes found iron monument shown thereon.
� Denotes proposed drainage �� � CAD FILE
Fill: tc Denotes top of curb Si ned this 26th da of A ril, 2021 ��. JUN 0 7 2021
Common Fill =353.2 c.y. X900.0 Denotes existin elevation g Y p 410530.dwg
Drivewa,y Hold-Down =18.3 c.y. g SCALE IN FEET �`
=334.9 c.y. (930.0) Denotes proposed elevation 0 30' 60' � PROJECT N0.
8Y: 410530
Excovotion-Fill =18.8 c.y. LONG Ma us F. Hampton, M . . . 1 SHEET 1 OF 1