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HomeMy WebLinkAbout12959 ALMERIA TRL - - -- _ � PROPERTY DESCRIPTION � � � , Lot 9, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota � cn � q� _ oz � � M , ER�q \ \ PROPERTY ADDRESS .. > w � N89°12'48"W 948.4 � , � � J L � � � = � 1 2 9 5 9 A l m e r i a T r a i l, R o s e m o u n t, M i n n e s o t a ■� � z 3 3.38 � 'L � � 94s.t � _ � `� � N � 3 � � ��� � NOTES w � 49 20.4 --- � . w � � - �9�6� , 104. R-290 O � 1. Bearings are based on the recorded plat. � � � � ; o , 0 Q� , `949 2. Building dimensions shown are for horizontal and vertical placement of w � � �s48.8� � � , . 2p 3 , s� i � ` $ �, o structure only. See architectural plans for building and foundation � � � ,s _o � �'�� �949.5�, , `36 "� dimensions. � � � �; � � � � � 22•1 3. No specific soils investigation has been completed on this lot by James z N o I `� �, � � ` Fk/Sr� R. Hill, Inc. the suitability of soils to support the specific house proposed � Q � � 5 � w� � o NG S� is not the responsibility of James R. Hill, Inc. or the surveyor. � � .� I � � �R��Wqy � ^ (9¢ �Fly 4. No specific title search for existence or non-existence of recorded or � N 9 q �[950.6] � �; �951'2� o \ `9Sp 8� �k un-recorded easements has been conducted by the surveyor as a part o, � I o �o•o N �o•o o � �J � of this survey. Only easements per the recorded plat are shown. " u � POR�H � o �951.6) / \ I ,� /S 5. Proposed grades shown were taken from the grading&/or "? 12•5000 0�1'S0 N 2�.00 / development plan prepared by Westwood Professional Services, Inc. / EXIST1NG ,� � o �951•6] HOUSE I `, `�6.�� //N 10.pp �� 6. Grading plan date/revision date:8/14/20. /(WALKOUT) �qR / / �o' � 7. Sanitary service invert elevation per City engineering / � I � A�E ` �p department=939.40 � � / � !9 8. Plan No. EH05 C4-WASHBURN [948.5] � I o N S?8 � z 0 I � � / � BENCHMARK j o � � O EX�S 1g,p� � Top nut of hydrant located at Lots 7 and 8, Block 2 =950.57 � Q � � I HOUSE� �949.6 '.74�/ ^ y iS� / � � � � � �wA�Kovr� o � �iyq oC,Stic FLOOR ELEVATIONS � � � .� W N I / ,,.`O� / �' ^'1 ���T/ Proposed Asbuilt � � Z > � 942.4 N °�' 1i.1 N � Q �a�' J Garage Floor @ Front =951.6 =951.8 � � iZ � o � ) �943.4� 44.00 O � Garage Top of Block =951.9 =951.9 Q � m c� � � �9 4 3.4) � O� House Top o f B loc k =9 5 1.9 =9 5 1.9 U �; Y � I � �943.4� � ,d` Lowest Floor =943.9 =943.9 LL o 0 O n � ; X / `v � m Z � I � �94y2.9) �943.0]/ ` �c/ �94 w Q; � u I y i /� K v�) U J �942.1] � l �_ ✓ I ; � � � nr HARD COVER CALCULATIONS SETBACKS DRAWN BY ; X � � ^ JCB/NDG � (gq.2 5 � N �/ p Denotes set spike Lot - 11,674 sq.ft. Front =25' H ,C I � � � � � O Denotes set iron monument House/Garage = 2,446 sq. ft. Side (Garage) =7.5' DATE � ^T ( � / • Denotes found iron monument porch = 158 sq.ft. (House) =7.5' 11/12/2020 L_�J I �� � � LO T 9 � Denotes proposed drainage Driveway = 1,039 sq.ft. (Street) = 25 ' REVISIONS °� 5 I�940.��; � tc Denotes top of curb Total Impervious =3,643 sq.ft. or Rear =30 °`', X ; / X900.0 Denotes existing elevation 31.2%of lot i nn u�i L ! (941.4� (930.0) Denotes proposed elevation e ie i:F�nai craae asbuiic �� � � � X � s �o X[900.0] Denotes as-built elevation � ; pR � � � � ` L_LJT I LJ EARTHWORK SUMMARY SURVEYOR'S CERTIFICATE EqS�NA�E & �n Excovation: I hereb certif that this surve lan or re ort was re ared b me or under _ (937.1) ^ ! EMENT pER pLA� � Common Ex. =252.3 c.y. my dir ct supervision and that I am a dulypicensedpa d Surveyor underthe [937.1] -- �/��a, �---� Footing Ex. =13.4 c.y. �937,p� Garage Footing Over Ex. =11.7 c.y. laws of the State of Minnesota.That this survey does not purport to show all � � Footing Wall Ex. =10.9 c.y. improvements,easements or encroachments,to the property except as S7 . (93 ��.o� - +(� � � 9 , �� 7.4] �9 I L =288.3 c.y shown thereon. � �� E 5 7,p8 �9�, 3's� CAD FILE 6'� �rD Colmmon Fill =316.6 c.y. Signed this 12th day of November, 2020 401406.dwg SCALE IN FEET � �( Driveway Hold-Down =19.2 c.y. PROJECT N0. 0 20� 40� A���ilt ��v�ev��d. =297.4 �.y. 401406 Date� ..•-- - � Excavation-Fill =9.1 c.y. SHORT Ma us F. Hampton, M . . . 1 SHEET 1 OF 1