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HomeMy WebLinkAbout12986 ALMERIA TRL Original Survey - - - - - -� - - - - - - PROPERTY DESCRIPTION � � ,� ERO�ION CONTROL ,� Lot 4, Block 1, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � � � \ i � -� PLANNING DEPARTMENT REVIEW ; M�J�,T B� if��! PLACE � � � � � , � � �� � �� � ; � , PROPERTY ADDRESS � � � � � � BEF�R� � ������� � 12986 Almeria Trail, Rosemount, Minnesota � � � �= � �Go �� � � � � ,�� � �mo ,,� �� � � ���3oI�� � Pp,dSINSPECTION , Z � � � �� . � � � � �939.,� - . _ ... - - - - - NOTES _ _ _. - - - - °50 1 �9.o.a� _,. ' Z � g9 so.00 939.2X 1. Bearings are based on the recorded plat. � � � � BENCH MARK 1 n+�G"W �FjO• � ___ 2. Building dimensions shown are for horizontal and vertical placement of w c�i� � � E�E��Fg45g133 g4g7� 582•' L v 942�3 � � structure only. See architectural plans for building and foundation � � � N ( 'O � 941_2X--- � �ai g48.6) �� -�=0.2� � �N� _ 2.5- ----------- C dimensions. � � � � °' 3o Xg48 328.55 _ � 948 4 �I ----- -------- --f�-"� � 3. No specific soils investigation has been completed on this lot by James � z � ? Q 0 � 6 0 o aa.00 � � � W R. H i l l, I n c.t h e s u i t a b i l i t y o f s o i l s t o s u p p o rt t h e s p e c i f i c h o u s e p ro p o s e d � Q 3 � 0 10 " o � � � � � � � � p �,,i � is not the responsibility of James R. Hill, Inc. or the surveyor. � � � � N � � 2.0� 4�00 \\��, � a �g U � 4. No specific title search for existence or non-existence of recorded or � N � � N v o a � _ \o W=, ' o I Q I � F a �,.� � un-recorded easements has been conducted by the surveyor as a part � � � o zs.o � o.00 � a�Y a � �x ;Z I �x� �a � �j�j Z of this survey. Only easements per the recorded plat are shown. Q � I �. �=3 � °: �g a; � W Z CA_ (.r� 5. Proposed grades shown were taken from the grading&/or �� 8.8R � a \` m� I Z W N � development plan prepared by Westwood Professional Services, Inc. � � M a � o r ^ 2.\0\0\ \ � o z <cn �� �y � ; � � �3 � o ��a� ���,�� � ��� �Q � � 6. Grading plan date/revision date:8/14/20. I..L I �W � o � o� � o._ ��Q.��� 23.50�, ��� X �� � 7. Sanitary service invert elevation per City engineering __ N � ao " �� " � department=938.90. W ----- X2.00���o � � �, 8. Plan No. Washburn EH05/C4 � �� o�`�A�`O � � 940.4X o � X945.0 � I� o+ 30�// X948. - � rn (948.250 - _ _o - - J 942.OX s4o.4 , _ BENCHMARK j o Q � ; aza•as � � so.o� � saa.2 � -- 6�.3� --_, � Top nut of hydrant located at Lots 11 and 12, Block 2=950.65 � o ;;'� (949.2) - �sso.s� --- N89'21 '33"W 173.77 (94�.0) �s4o.o� ��2 � = o � BENCH MARK (� C� � � ry cn TOP OF SPIKE � FLOOR ELEVATI ONS " _ �O ELEV.=949.02 � � � � N � � jv O \� � Proposed 0 Q Z > � �N I `"; � , � ;.-> � ^T � ��- Garage Floor @ Front =951.1 � � W J o � s� �:-:� � w �. -' - ` L_�.J I ...� W Garage Top of Block =951.4 Q � m c� � - House To p of Block =951.4 U r o J � _I } , { � � � �� � n �T Lowest Floor =943.4 LL o 0 � =,i� I L G� La. i ��:" V l s lvn't'.V�7�o s'M � m � � �'`S%l.�'� � . '' � v �,� c�-�_oF WAY c���z�.�.��� ..�.�.:�.. .,. .� __ �.�.., ���J R� . . _. v � I ' ' J HARD COVER CALCULATIONS SETBACKS DRAWN BY Lot = 13,693 sq.ft. Front - 25� JCB/NDG IiV�1 iL�. i i.3��:�� A-1 '�ii�a�;It tit��.�. N � � �t =.c �T�� � ' , Y, House/Garage = 2,446 sq.ft. Side (Garage) =7.5 DATE ;�.,,v a...,r rr , � ('� .�Z C+: d�_ � Porch = 158 sq.ft. (House) =7.5 4/5/2021 Driveway =941 sq.ft. (Street) = 25 ' REVISIONS '•�� /�,i.� � � [�'.��; � Total Impervious = sq.ft. or Rear =30' �� ' ����� � r0 C�-;� 8.1%of lot . , 5 � � � �,,�,�,4,� .� - . EARTHWORK SUMMARY � - - - L ,, , . � �� !-« Exca�ation: � " SURVEYOR'S CERTIFICATE Common Ex. =275.8 c.y. Footing Ex. =13.4 c.y. I hereby certify that this survey, plan or report was prepared by me or under Goroge Footing Over Ex. =11.1 c.y. my direct supervision and that I am a duly Licensed Land Surveyor under the ' Footing Woll Ex. =10.9 c.v. p Denotes set spike laws of the State of Minnesota.That this survey does not purport to show all , =311.2 c.y p Denotes set iron monument improvements, easements or encroachments,to the property except as Fill: • Denotes found iron monument shown thereon. Common Fill =382.2 c.y. -� Denotes proposed drainage CAD FILE privewo,y Hold-Down =17.4 c.v. tc Denotes top of curb Signed this 5th day of April,2021 410439.dwg =364.8 c.y. X900.0 Denotes existing elevation SCALE IN FEET (930.0) Denotes proposed elevation 0 30' 60' ,�� PROJECT N0. Excavation-Fill =53.6 c.y. SHORT 410439 Ma us F. Hampton, M . . . 1 SHEET 1 OF 1