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HomeMy WebLinkAbout12947 ALMERIA TRL Original Survey ) � �S L�I 1 I O C i1 PROPERTY DESCRIPTION � MAXIMUM SLOPE IS 4:1 (25% : � ti0 GRADING IN THE D& U EASEMENT _-��_ �ot 6, Block 2, BELLA VISTA 7TH ADDITION, Dakota County, Minnesota N � -, . H � � �, ���irat�+nt��� o��s�tc�u�- - � �� H ^r - � � a IN THE D & U EASEMENT ` � ����� �`� � ' '�� � �� �� ' PROPERTY ADDRESS .� � w � ALMERIA TRAIL - °� JL 12947 Almeria Trail, Rosemount, Minnesota � � � - o ,,.�.y . �, , ■� N z � (946.8) a wzr... . ,. ( , _ . . � � � M F � �. 1 � d. NOTES � m 947.4 g47.5 947.1 � z � v 1. eearings are based on the recorded plat. � � � � 2. Building dimensions shown are for horizontal and vertical placement of w � � N89�� 2�4 ��W 7�J.�0 PROPOSED SIDEWALK structure only. See architectural plansforbuilding andfoundation � � � � dimensions. `� � Q' 947.4X ----20.0---- 947.3 � � °C � u' (947.5) o ; 0 3. No specific soils investigation has been completed on this lot by James � Z N o � ; � �94�'3� R. Hill, Inc.the suitability of soils to support the specific house proposed z w n 1 0 � - - - - o� � is no t t he responsi bi li ty o f James R. Hi l l, Inc. or t he surveyor. � � � �ri � 0 4. No specific title search for existence or non-existence of recorded or � N BENCH MARK 5 � N �� � 1 BENCH MARK SCALE IN FEET un-recorded easements has been conducted by the surveyor as a part � TOP OF SPIKE� o � PROPOSED � I N ,--TOP OF SPIKE � � 0 20' 40' of this survey. Only easements per the recorded plat are shown. ELEV.=947.60 '� � oo a� DRIVEWAY ; ^ ; ELEV.=947.49 I 5. Proposed grades shown were taken from the grading&/or �949•2) � rn � �949�6� � �� �949•6) develo ment lan re ared b Westwood Professional Services, Inc. �� (950.0) � p p p p Y �� " ' X947_3 _��° N _9�_o___ °�' ; 6. Grading plan date/revision date:8/14/20. / / � 10.00 0� 20.00� o o PORCH � 10.00 � PORCH 7. Sanitary service invert elevation per City engineering 12.50 EXISTING S,�p � �� '/� � � oi12.00 � � � � � department=937.70. � FOUNDATION � � o�� � � �"`O � i O � (LOOKOUT) � �� ��'� � 5.50��� ' � O 8. Plan No.Snelling EH06/G4 1 GARAG � j / � � � / � , � � ---o � � BENCHMARK � z � ., � � EARTHWORK SUMMARY W o � � ' Excavation: � � L�J o0 10.00 __ J I o W % / / Top nut of hydrant located at Lots 7 and 8, Block 2 =950.57 � o % " � x o I o - PROPOSED/ % Common Ex. =186.3 c.y. � Q � ,� N � "� /� 1 a0 N HOUSE �, Footing Ex. =12.6 c.y. z o j� � �� � � � �(WALKOUT) � Garage Footing Over Ex. =12.6 c.y. FL�OR ELEV,qT��N$ � � � �,� ��� PROPOSED � � � , Footinq Wall Ex. =10.1 c.v. pC � � � � � �� HOUSE � �� � � � , � =221.6 c.y Proposed � � Z � � � �/� O Gara e Floor Front =950.0 (WALKOUT)// g @ w " Z Q � O � � Fill: � w � o � � Z o � / / �, Garage Top of Block =950.3 � w �, � � � ' Z �_ � Common Fill =239.5 c. Q m ^ � I � �j/� y' House Top of Block =950.3 V - Y / , Driveway Hold-Down =17.5 c.v. N o (944.2) c•� X ' 50.00! �, � 10.00 . ,� � � =220.0 c.y. Lowest Floor =942.3 � o 0 � m � .M 941.7X � M 941.8 .. ri i (94�•8) CANT � � � � Excavation-Fill =.4 c.y. SHORT w � � � � REAR OF BLDG PAD � v ' U J � PER GRADING PLAN ;"� ��; i s i_ s'��3?_n �1-Z A,ij�T�:R BOX � ��� , ,�, i, �;s ,` a: � �,,.- �`��a�;r �-Rdz, HARD COVER CALCULATIONS SETBACKS DRAWN BY I x ' (941.3) I � Lot = 10,500 sq.ft. Front = 25� �CB/NDG I �n � � I �� ��� �.��,�3�,t ,� ^'r,r r.^t^- �' ;;'��t�'1 �h:� House/Garage = 2,488 sq.ft. Side (Garage) =5 DATE � � � �:`:;..., , %_'17�f f N �, � � � � � Ct,� �Op�t:lJ d'�e-..�i,"iat7C@ Porch = 160 sq.ft. (House) = 10' 4/5/2021 �� f � o, I o � a, � ��____,.____ _ _ _ _ _ _ _ _� Driveway =946 sq.ft. (Street) _z5 ' REVISIONS � I Total Impervious = , 4 sq.ft. or Rear 30 X � `° ; EROSION CORTF�O!_ ', . � of�ot � �_uT .�� ; LOT 6 I �-�T /� � MUST B� II�1 PLAC'� � � 5 � ; - � �o � BEFORE �OQTINGa ; SURVEYOR'S CERTIFICATE �- 6�C� SF���L �'!i.�� � PASS INSPECTlOf� � WETLAND BUFFER LINE � _ _, � � I hereby certify that this survey, plan or report was prepared by me or under �(��� `��t._,�"-% i � ! } i m direct su ervision and that I am a dul Licensed Land Surve or under the . . - . - . - _ � i + � �.�' ; ..r_._7 l�i; �/ ,n ; DRAINAGE & UTILITY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - y p y y � � EASEMENT PER PLAT `r' laws of the State of Minnesota.That this survey does not purport to show all (940.3) � � Denotes set spike improvements, easements or encroachments,to the propert ex,�;p��� - X935.4 � Denotes set iron monument shown thereon. g4o.3x N89�� 2�48"�ll� 7rj.QQ D(935.0) � Denotesfoundironmonument � �� - CAD FILE FES:935.0 Denotes proposed drainage Signed this Sth day of April, 2021 410246.dwg � PLANNING DEPARTMENT REVIEW tc Denotes top of curb ��✓� � �t 2�?� PROJECT N0. � � Q X900.0 Denotes existing elevation �� y (930.0) Denotes proposed elevation 410246 / I�./�- K �P �-1 Ma us F. Hampton, M . . . 1 v�_ _,___ SHEET 1 OF 1