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HomeMy WebLinkAbout12951 ALMERIA TRL Original Survey MAXIMUM SLOPE IS 4:1 25% EARTHWORK SUMMARY PROPERTY DESCRIPTION � _ ;�Vo �Rani� fAI T�&�E��r � � �,�„ �'�^" � r�-.,, �'+,�"�xcovotion: Lot 7, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � � M �'�n-�-y-��'"=E;,,T��� '��ommon Ex. =193.0 c.y. = oc ,`; VO RETAINING W A L L S O R S T R U C T U R E`� Foo ting Ex. =1 4.3 c.y. � o � U IN THE D & U E A S E M E N T A L l� E R I A T R I A L Garage Footing Over Ex. =10.2 c.y. P R O P E R T Y A D D R E S S �, > w � Footin9 Wall Ex. =10.2 c.y. � o� � L o o =2 2 7.7 c.y 1 2 9 5 1 A lmeria Trai l, Rosemount, Minnesota � � N = �„� � ■� � z Fill: = N m � 947'1 947.5 947.6 Common Fill =227.8 �.y. NOTES w o ----20.0---- Driveway Hold-Down =14.9 c.y. � Z � v =212.9 c.y. 1. Bearings are based on the recorded plat. � � � � N89�� 2�48��W 7 'rJ.�O PROPOSED SIDEWALK 2. Building dimensions shown are for horizontal and vertical placement of Z � m - Excovotion-Fill =14.8 c.y. LONG structure only. See architectural plans for building and foundation � w � � (947.3) a ' �947'�� ° (947.8� , dimensions. � � � � � � o o L 1 1 ���C � �o � � \ 3. No speci fic soi ls investigation has been comp lete d on t his lot by James z � o o I� - � � - - - - _ � R. Hill, Inc.the suitability of soils to support the specific house proposed Q � a BENCH MARK 1 o I � � �`' BENCH MARK � , ,� � x � � is not the responsibility of James R. Hill, Inc. or the surveyor. � � T O P O F S P I K E a� 1 0 i 5 � , ( _ � �, ELEV.=947.49 ' `v I ; PROPOSED �?} . TOP OF SPIKE o �� ���, I � �� � r� � � + L� ��� � ' 4. No specific title search for existence or non existence of recorded or %^ DRIVEWAY o0 ..�� ELEV.=948.83 ' ��� � u un-recorded easements has been conduded by the surveyor as a part � � (949.6) ;' � I (949.8)� o � '�, of this survey. Only easements per the recorded plat are shown. ; � o ��.o o �i a, ',, T'�ISTALL F• '�-7 ��1ETER BQX 5. Proposed grades shown were taken from the grading&/or 10.00 0_9�_� -- N_y.5- -- (950.2) 947.9 ;, " ; PORCH � --- � POR CH o - r'(,�'�',�'�, (?'y��.�' � � ' !�'' L��:�f�' `-' '_��`'�'�� development plan prepared by Westwood Professional Services, Inc. 20.00 PORCH 10.Ox , � '� � 0 6. Grading plan date/revision date:8/14/2020. 1 ,r, , 30.00 0 �% ; . , 7. Sanitary service invert elevation per City engineering . , /, , ,� � �„o.00 % � �, � ; � , , � � cvl - ���i 5.0 rn _. _;�; ".�-�Lt�'1 �63f department=937J0. � rn � � e��u..rr '� ,�.` I :."����� � ' � � GARAGE� � -. �� r � _ 8. Plan No. Charlotte ELOS/F3-Garage Bump ��. City�oning �: . .. � , o � /N o / � / ,. ._ _ ', ; j� o o '; i // � o , ',��...--__ _:�.:�..�:.,," �._. - - � B E N C H M A R K � Z w o � PROPOSED' � � o, � o O ��i� ��� � � HOUSE � 10.00 00 � /' EXISTING ' Top nut of hydrant located at Lots 7 and 8, Block 2=950.57 � o / �. Q � (WALKOUT); W �� � � 945.OX � � ��yyA�LKOUT)�� C/� � � N ��P Ho�EE�/ ' _ FLOOR ELEVATIONS � Q � , o ¢ ~ . � ��(WALKOUT) ' � -� � Proposed � Z � � � � ���� � '� '�� c� o j� Garage Floor @ Front =950.2 W � Z a � � �� � p �� �� � �.� � � � Garage Top of Block =950.5 � � w �, �� � � ��� � � � � �' i � �CALE IN FEET = Q m O ,� 10.00 ,'S0.00 i � , � House Top of Block 950.5 U �; o (941.8) Z � •� X941.6 (942.0) 941. ��' Z X942.2 0 20' 40' Lowest Floor =942.5 � � o 0 rn � • � m �-- a, �r N �- -- - - - - - - - _. .. _ � � 1 °' W - - �5'_ - _ _ � ; ERostoN ro��:► r��i_ � � J �- , � Nb SPOIL PILE�� � I REAR OF BLDG PAD MUST L� I�l PI_�,(;F= _ �. �'V=Y'QRD COVER CALCULATIONS SETBACKS DRAWN BY � �'�.i L.�i i�-:�,_t-� f1 r_.•� r PER GRADING PLAN I � ,-. •- , JCB/NDG I I � BEFOR� FOQTI��a..:,�:; ; �ot = io,500 sq.ft. Front = 25 ' PASS I NSPECTi�r+� � House/Garage =2,458 sq.ft. Side (Garage) =5' DATE I X940.8 940 �X I + � Porch =202 sq.ft. (House) = 10 4/8/2021 � � = 25 ' - - - - - - - - - - - - - - - - - - - - Driveway =803 sq.ft. (Street) REVISIONS I /1T �; I I Total Impervious =3 463 sq.ft. or Rear =30' L_L/ I v L 0 T 7 � �T �� Q Denotes set spike o f lot 10 I I O Denotes set iron monument � _ _ _ _ _ _ � 5 • Denotes found iron monument � - - - Denotes proposed drainage SURVEYOR'S CERTIFICATE ,r� DRAINAGE & UTILITY tc Denotes top of curb I hereby certify that this survey, plan or report was prepared by me or under � EASEMENT PER PLAT `r' X900.0 Denotes existing elevation my direct supervision and that I am a duly Licensed Land Surveyor under the (930.0) Denotes proposed elevation laws of the State of Minnesota.That this survey does not purport to show all 935.7X X936.5 935.0 improvements, easements or encroachments,to the property except as ( ) D FES:935.0 Ngg•12'48"W 75.00 (s3s.o) shown thereon. .i_�. ` '��' CAD FILE PLANNING DEPARTMENT REVIEW Signed this 8th day of April, 2021 410247.dwg OZOZ � � �dd PROJECT N0. 410247 � �' Ma us F. Hampton, M . . . 1 '�"?'� SHEET 1 OF 1 ���.r r. . ...���� �_J