Laserfiche WebLink
As -Built Grading Survey <br />As -Built Survey <br />Zoning Approval <br />RPS22-000016 <br />Melanie Curtis <br />99/22/2023 <br />LEGEND <br />988 denotes Existing Contour <br />988.00 X denotes Existing Spot Elevation <br />0 10 20 <br />Feet <br />AS -BUILT HARDCOVER CALCULATIONS: <br />Area of Lot = <br />341,609.00 <br />FS, F. <br />FF=989.36 denotes Finished Floor Elevation <br />E❑ denotes Electrical Pedestal <br />SII denotes Catch Basin <br />0 denotes Deciduous Tree <br />denotes Coniferous Tree <br />Sr denotes Storm Sewer Line <br />Property Description: <br />Lot 4, Block 1, ORCHARD CREEK, Hennepin <br />County, Minnesota, according to the recorded <br />AREA <br />Existing House <br />4,303 <br />S. F. <br />Screen Porch <br />219 <br />S.F. <br />Bituminous Driveway <br />1,722 <br />S. F. <br />denotes Wetland per plat <br />plat thereof, <br />Concrete <br />668 <br />S. F. <br />denotes Drain tile <br />- - - - - - denotes Drainage and Utility Easement <br />per the plat ORCHARD CREEK <br />- - denotes Building Setback Line <br />Front = 50' <br />Side = 30' <br />PROPOSED BUILDING ELEVA TIONS: <br />Garage Floor. 952.50 <br />Top of Foundation: 953.00 <br />Basement Floor: 943.33, 941.58 <br />Steps <br />36 <br />S. F. <br />Rock Landscaping <br />337 <br />S. F. <br />Light Well Aggregate <br />122 <br />S.F. <br />Retaining Walls <br />441 <br />S. F. <br />Wetland <br />Bu ffer = 30' <br />A S- BUIL T EL EVA TIONS: <br />TOTAL7,848 <br />S.F. <br />90 HARDCOVER <br />2.3 <br />9 <br />Garage Floor. 952.56 <br />Main Floor: 953.46 <br />Basement Floor: 944.22 <br />LAs <br />rading Drain t ile� <br />uilt Review <br />e; zs; zoza 30.23 1 <br />74,55 <br />X945,84 <br />i <br />N85%16`21 E 271.29 X94674 J 1 ' j _ ...�...-...,X945.21X946.92 X94398 <br />/ <br />i <br />135.26 - / - 4 1 <br />v. - -�- / 12.80 f %\ `-`,.,,_Drainage and 9 <br />l 1 9.5 <br />- - - - i Per �...i j`Utility Easement_ <br />J Se no 10994312 N1225'20"W �...D6 \ °per r r <br />/ Sanitary Sewer Ea \ <br />¢..•-doc. na. 4160083 �" <br />41 <br />946.64 / X9447 14 CEDAR � _'1\7 - "W <br />X 3- <br />7065 l �- ��$ I �- X950.65 <br />12 CEDAR <br />CF15'ASH950 <br />X950.17 <br />T� � G' In v= 950.99 <br />X945.38 _ \ S� <br />X94342 j 947.12 Retaining Wall, ' I \ / <br />r ' /; 10 to <br />g a fah 951.2 / 9514 Inv=949.6 <br />f ri X98.58 X951.41 <br />/X950 / .v$ X948.16 50 <br />r f I r6" PVC _' ' / ' / X947.45 I <br />1 / / 950.78 <br />lnv=94363 947 0 �' 945.95 51.45 / \ r6" PVC j <br />f / / 946 ��9 � Inv=9*790 X948.65 1 <br />X947 73 �' \ / 4 \_9413.:. . .. .....�..•-...� <br />\ � 1�SGpQing ` ...�-. <br />\ � °�� fan <br />...... <br />X943.47 / 9 95196 <br />63.4-.. .. <br />1Wall-..I <br />Retaining �••-...�-•\ Ln 50- <br />9 J / 5 <br />os tij \ j <br />h. <br />X951-29 / 951, 99x 1 <br />X911 376 9 �S� 7 ti. <br />' / , ' 952 <br />I <br />1 X � 5.79 1 '9�' �" .80 <br />h4) 1 Ln <br />X949.14 ' ai�- 01 952.64 + <br />f <br />I� Bituminous Driveway i o <br />0'4• I m ur� <br />I a� 2 coo 1 so� m <br />Retaining Wall-\ I 51.24 Q 4)0 QJ <br />ll o <br />I w <br />4 UJ <br />Existing Existing C8 52.66 _... _...-..._...-..._...�-- <br />I 4 28 r P� Rim=951.31 <br />I / " 50.77 Inv= 948. 79 111 / 50 U <br />1 / / X951.21 �`� 952.70 ��G ❑ <br />/ A,� O � X 951.38 ��os" l \ <br />1 ( { 950.03 5 <br />X 942.46 <br />Nell' O <br />Steps .-,-, W 952.19 ` X951.63 � -}' � `X95Q.11 � <br />4 �0 1 <br />952.32 �� � <br />�� o <br />rn <br />1 X94'7.93 ' \ <br />1 1 1 1 <br />1 1 <br />1 ` -� Retoining Wall <br />Q \ \ <br />X953 <br />1 1 <br />I'D .o F �• I 1 X951.22 / 1 \ \ <br />1 1 <br />Q o 1 \ X950.00 <br />4 , 5 <br />a <br />\ o <br />X957.27 IN <br />I <br />rn 950. � i � �S• �� �D <br />950.83 952.00 <br />\ \ \ \50.0250.67 X950,76 <br />\ <br />\ \ <br />\ X 1.75 \ \ 53.42 <br />\ \ \ \ X947. <br />\ Screen Porch B��A X 950.63 \ \ \ l <br />\ <br />\ <br />e- <br />\ \ gt\ing WWW " <br />\\ <br />Retaining Wall ,\ ,95a <br />X949.72 f <br />\ \ �45.7� <br />\ \ \ 1 949.31 949 \ <br />X944.38 948 � <br />X947 \ <br />1 \ <br />X949.15 41 <br />\ o� \ \ X 941.35 <br />X09 <br />X945,69 \ i <br />°j p 7"ASH ` �� X944.21 9s i <br />C,- \ /: 11 ASH 0\ X943.89 \ 022 ASH \ 4 <br />X: \ \ <br />X941.30 <br />3� I N �Sep tic Tank r l \ 4 <br />�r ~ 942 �D 15 ASH \ 4 <br />-, O&'ASN <br />12"TWIN ASH "ASH flj \ 4 <br />11 ASH 9 `10"OAK "\ X945.34 <br />! Benchmark: \ / <br />1 Spike in Nrly face of tree \/ X942.50 <br />\ -Elevation=940.33 Feet <br />(N. G. V D. 1929) <br />0 11'ASH <br />\ 1 1 <br />0 18 "ASH <br />\ j <br />1 hereby certify that this survey, plan, or Kequesrea by: • denotes iron monument found <br />As -Built Gra ding Survey on Lot 4, Block 1, report was prepared by me or under my www.ottoassociates.com <br />ORCHARD CREEK, Hennepin County, direct supervision and that 1 am a duly O denotes 1/2 inch by 74 inch iron pipe set <br />Minneso to Licensed Land Surveyor under the laws Gordon a 9 West Division Street and marked by License #40062 <br />of the State of Minnesota. Buffalo, MN 55313 <br />(763)682-4727 <br />Revised: ��� Date: Drawn By.' Scale: Checked By: Fax (763)682-3522 <br />5-22-23 N.N.B. 1 «=10' P.E.O. ssocrArEs Project No. <br />Pauls Quo Engineers & Land Surveyors, Inc. <br />License #40062 Date: g-25-23 9 Y 21-0587 <br />