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Home My WebLink About12979 ALMERIA TRL Original Survey PROPERTY DESCRIPTION � , I Lot 14, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � � � � � "�Akl�1�Pd1 SLOPE IS �i:1 (25;0) "' ��, / � /, w� � � � NO G�ADING IN THE D & U EASEMENT � � � ' i� '�w o ' ; Q�� R STRUCTURES �- o� J � � I Q PROPERTY ADDRESS N RETAINING WALLS 0 /a �� ; ,�� ? � � � IN THE D & U EASEMENT o 0 o rn �o ° w 12979 Almena Trail, Rosemount, Minnesota � � � `. I �1T 'I ti / �, a 3 wOJ � . � � � \ L_\J I I �i m�w I p i � m NOTES ^ N �n 30 � w � v (944.5) , „ o N a � I 1. Bearin s are based on the recorded lat. Z � � x S89'35 03 E 125.00 �-- o o �; g P � � - 948.6 (950.2) �950•8� v� a � � 2. Building dimensions shown are for horizontal and vertical placement of w � � (948.6 �n 94 .5 0 50.00 ,n o� ,n 22.00 structure only. See architectural plans for building and foundation � � � I'f? � � �nl � dimensions. A\ � � a' � 950.6 950.1 947.8 r- - - - - - 9 .6-�T W w �-' x x � 3. No specific soils investigation has been completed on this lot by James z � o 10 (950.6) �44.00 I^ � "' � % j i /% o Z r� 10 r7 � I R. Hill, Inc.the suitability of soils to support the specific house proposed Q � a � ------ -------------5 3.0---------- --------- ; �, � I� I O ~ is no t t he responsi bi li ty o f James R. Hi l l, Inc. or t he surveyor. J � � ' ///// � � � j � .� 0 0 " 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 re c o r d e d o r � � �� ' ' -� ,' ,�"� � 4.00 z � � un-recorded easements has been conducted by the surveyor as a part � CO �Q � �'-' o / o c� I ---20.0-- � �� I � � � /;' �,,,J , ' /o o b � � Q of this survey. Only easements per the recorded plat are shown. �� m ^ o/ ' �� CO 4�0 ' � S. Proposed grades shown were taken from the grading&/or j� �� o �0812 � �/ ��v � � 8'�� j development plan prepared by Westwood Professional Services, Inc. � z � / /� � 6. Gra ding p lan da te/revision da te:8/1 4/2 0 2 0. � �Z � �081 3`..''0 814 � � d / i I � � Q w � o Z � N � 7. Sanitary service invert elevation per City engineering �" �" 950.3 � � Q� � a� � x � � �� /�2.00 � � department=940.30. � p �a . � � c�� I � ' � �w� � � �r � � I � 8. Plan No.Washburn EH05/D4 ow o� � ' � I � �'� � �z �� a/ /o c� �n� � ,n o c� � 00 0 ' / , , � " � o Q,;�o ,� �� 7.4� �o 0 0 � BENCHMARK � o � 23.50/ ;� �_ n c� W � � o� 951.8 oc� jc�� I rn , rn � ' o e 2� x952•7 Q� � / � a� v � Top nut of hydrant located at Lots 11 and 12, Block 2 =950.65 � o ` \ I O �� EGRESS Qo 2.0/00 � = o ---- ----- � � m ,oas, � I �° , o � � FLOOR ELEVATIONS Q � W I � �' , ��" �o I o ` u- oC � �- I � � � �------- �24.50 �\ 15.37 Proposed Asbuilt � o Z ¢ � r O I 949.7 _o cv_ - R=180.00 Garage Floor @ Front =952.2 =XXX Z J = � 10832 �p 10 I� _ - - - � ' I°�°� cn 22 74 � � o �-4°r J 3'2 8" Garage Top of Block =952.5 =XXX Q J m �, I o� . 10833 _ - - - - �� 50.1 S 95 .9 � � House Top o f B loc k =953.2 =XXX U �; o d�� cr 955.9 - (951•2) �, 950.7 Lowest Floor =945.2 =XXX � � � � (952.2) � �� (955.9) gENCH MARK 1 Top of Block f= m � I � I. (948.1) N 85•3�'2C.�'�E 124•45 TOP OF SPIKE --� at Egress Window =948.4 =XXX ELEV.=950.85 30 w � I I *DROP GARAGE TOP OF BLOCK 0.7'* U J I i �T ,� � � � n i� n n iT � �_v i � �, v ^v�� v i HARD COVER CALCULATIONS SETBACKS DRAWN BY n } � Lot =9,838 sq.ft. Front = 20� JCB/TAM I ! I S L�I � I O C INSTALL FORD R�X N DR.��'X�r,�� N _ House/Garage =2,445 sq.ft. Side (Garage) = 7.5' DATE (..� � - --�-•> CO�ER OVER �u Porch =96 sq.ft. (House) - 7.5' 4/14/2021 �+ Driveway =799 sq.ft. (Street) =30� REVISIONS a.�1 O ti7� ct� � n E nt ra n G� 1Z �oot Maximum DrivQ�ray �6��_ _ _ _ _ _ _ _ _ _ - -- - - p�qNN NG DEPA Total Impervious =3,340 sq.ft. or Rear - ' Gity Zoning Ordinanco � -- ' RTMENT REVIEW 33.9°io of iot g� . � ., ,,,,:�< � EROSION CO(vTF3C : � F �� f- � s�� ^� _ . ; � NO SPOIL PILES � MUST BF_ IN PLAC EARTHWORK SUMMARY IN RIGHT-OF-WAY � BEFORE FOOTIPJ� � R'S CERTIFICATE Excavotion: � � I hereby certify that this survey, plan or report was prepared by me or under Common Ex. =315.5 c.y. � PASS INSPECTIO � my direct supervision and that I am a duly Licensed Land Surveyor underthe Footing Ex. =13.4 c.y. � Denotes set spike � � laws of the State of Minnesota.That this survey does not purport to show all Garage Footing Over Ex. =11.5 c.y. - - - --- ---- ----- - Footing Woll Ex. =10.9 c.y. � Denotes set iron monument � improvements, easements or encroachments,to the property except as =351.3 c.y � Denotes found iron monument shown thereon. � ;� ��f s,,,.. ...._e, � Denotes proposed drainage F {'.� W�,.�r..� Y CAD FILE Fill: tc Denotes top of curb SCALE IN FEET Signed this 14th day of April,2021 410461.dwg Common Fill =266.8 c.y. X900.0 Denotes existing elevation JUN 0 3 2020 priveway Hold-Down =14.8 c.,y. (930.0) Denotes proposed elevation 0 2G' 40' PROJECT N0. =252.0 c.y. 410461 X[900.0] Denotes as-built elevation Excavotion-Fill =99.3 c.y. LONG Ma us F. Hampton, M . . . 1 ,Y;_ __ SHEET 1 OF 1