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HomeMy WebLinkAbout13408 AVILA AVE i � - � /�T /I r' I /1 T � � � L_L/ I � � � � � � 30 �_v � `fi S89'22'03"E 328.25 � /1T � � � � � � w �� '-'_ L_L/ I � `O �rn 969.0 -�' 984.0 w U � > w c.> � 969.2 � � [967.6] 964.1 � � 963.2 962.2- 967.9 [962.0] [966.1] � � � > � � 962.1 [962.5] ■- � � ^ � � �68.� i° 69.970.4 �- - 56.6_`--_--- (961.8) 794.69 [962.8] [963.1] � � � _ � z ------ X X 981.8) w io., � � [ssa.s] [ssz.s7 � 1 w o ^ � � � . wT � I \ '��° I o Ix � °�' � � z w o � � � � x ^ � Z w� [961.4] 961.5 9 6 1.9 9 6 2.2 9 6 2.5 965.5 i} w � � � --�5.0- Ia X a o O �965.0] (963.6] �� X [ x ] � x � � X� �X � � X � � \ � N X X W � Cl� rn ri �o I v I� L 0 T 5 DRAINAGE dc UTILITY � � � � z � EASEMENT PER PLAT � z w � � } 965.1 Q � � , , � 3 .. W � � x � [ssX.s] �m (sso.s� �ssi.o] ss�.5 J �, a x [ ] [ss�.e) � � o � � I� � '� < � �o x X X [ss2.�) i � N I � N o X o � /� rn [96X.9�� [9 X3.3] � X [965.0 � � °i � �7.9X v I t � � � [968.4] �u � � [ssa.�� x[ss3.o] x�sei.s7 �sso.�7 0 0) � 10�968.8]�n 970.6] - -�- Q � � [965.8] [9 2.2] 961.2 � [960.3) [960.4] 960.8 [961.6] 962.3 u m�0 9 .2 (9626) [960.7] [960.5] [964.3] °d� 969.2 -� < �� � �962.2� S89'22'03"E 339.52 I 30 W � �, � y � F tWil O c� L97o.1] X=a v' W 3 � �T li` W o W / L_�J I �.J � Denotes set spike � o O Denotes set iron monument � a o • Denotes found iron monument C/� � � - Denotes proposed drainage I..� p� Q .__ tc Denotes top of curb � Q �' � X900.0 Denotes existing elevation w � z Q � (930.0) Denotes proposed elevation Q J w �, X[900.0] Denotes as-built elevation SCALE IN FEET V m ;� M Y 0 30' 60' � � � EARTHWORK SUMMARY ~ °' � PROPERTY DESCRIPTION BENCHMARK Excavation: w i1' Common Ex. =286.1 c.y. V � Lot 5, Block 3, BELLA VISTA 5TH ADDITION, Dakota County, Minnesota Top nut of hydrant located at Lots 9 and 10, Block 2=970.83 Footing Ex. =14.1 c.y. Garage Footing Over Ex. =11.0 c.y. DRAWN BY Footing Wall Ex. =10.3 c.y. JCB/NDG PROPERTY ADDRESS FLOOR ELEVATIONS =32i.5 �.y 13408 Avila Avenue, Rosemount, Minnesota Proposed Asbuilt DATE Garage Floor @ Front =970.8 =970.8 Fill: 10/21/2019 Common Fill =224.9 c.y. NOTES Garage Top of Block =971.2 =971.1 Driveway Hold-Down =15.6 c.y. REVISIONS House Top of Block =971.2 =971.1 =209.3 c.y. , 1. Bearings are based on the recorded plat. Lowest Floor =963.2 =963.1 8.8/28/20 Final GradeAsbullt 2. Building dimensions shown are for horizontal and vertical placement of Top of Block Excavation-Fill =112.2 c.y. LONG structure only.See architectural plans for building and foundation at Lookout Window =966.4 =966.7 dimensions. SURVEYOR'S CERTIFICATE 3. No specific soils investigation has been completed on this lot by James I hereby certify that this survey, plan or report was prepared by me or under R. Hill, Inc.the suitability of soils to support the specific house proposed HARD COVER CALCULATI ONS my direct supervision and that I am a duly Licensed Land Surveyor under the is not the responsibility of James R. Hill, Inc.or the surveyor. Lot =24,947 sq.ft. ' laws of the State of Minnesota.That this survey does not purport to show all 4. No specific title search for existence or non-existence of recorded or un-recorded easements has been conducted by the surveyor as a part House/Garage =2,485 sq.ft. ��'�j�� improvements, easements or encroachments,to the property except as of this survey.Only easements per the recorded plat are shown. Porch =200 sq.ft. shown thereon. Driveway =845 sq.ft. a���_ p �SG 3 CAD FILE 5. Proposed grades shown were taken from the grading&/or Total Im ervious =3,530 s ft. or 14.1%of lot Signed this 21st day of October, 2019 development plan prepared by Westwood Professional Services, Inc. p a' 391071.dwg 6. Grading plan date/revision date: 11/10/17. � PROJECT N0. 7. Sanitary service invert elevation per City engineering � , r " - � ` 391071 � :��U��t ��C1���1iii�;�.i, .... ,:.� _ department=957.92. � Ma us . Hampton, M 8. Plan No. 6013-CLEARWATER'D3'GARAGE BUMP OPTION . / 2 SHEET 1 OF 1 �,<``s'E,},' �[s2_-..t_- _. L�