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Home My WebLink About1802824230016-11132015ff UU l 4 tS( City of Edina Plans Reviewed for Code Compliance Building Code: 2015 MN State Building Code Date of Approval: Permit Number: Signature: Building Official Li ense:%�'(O, ®0202 3 0l) LL PROPOSED CURB CUT x}4805 WOODHALE WAY W FRONT ENTRY=900.6 \ GARAGE FLOOR=901.4 0 6•�Q G 0l) 897 LL PROPOSED CURB CUT Catch Basin W 899.3(e ' V 897.04 x 0 2 a SAN M.H. TOP RIM=898.56 - INVERT=867.6 SAN TOP RIM=898.100 X900.0 Existing Elevation X(900.0) EMSTING CUF x900.OTC SAN SERVICE x900.OTW INVERT=867.4 1-900-- 1 .,-900--, ® CP#5 895.91 EL=897.54 897 PROPOSED SITE PLAN FOR: GREAT NEIGHBORHOOD SPORCICH RESIDENCE I /--\ -T- L L�/ I x899.2 18.01-C x"900 x905.0 \ 898.2 S88'05'37"E 109.97 MEAS. 898.8 \ 898. \ x8. '4.•• -_ 1 N 904.0 \ 900.2TW_,'' ARTIAL ROCK RETvALL- 37.8TV _/ 89�JLW \ 1 97.9x. / x / T 899 4 / 900 9X__.'_. PROPOSED DRIVE xg(9020) .0� CONST ENTRANCE F' A. _rl 897.9x 9.4x 901 Ax \ / �" / �i" CONCRFTF PAD x906.7 ' at,, (.. g \.. 4x 10 BE REMOVED 397 6 1 I _x904 7 �G o / x9024 (ro / / X 8 - It '.Ip G�� i / 90 7 f . 906.5x dR 1a- I 2 NE 3x /90,6 D. / /• x907.0 -� / 908.2 (906.4).".soB.oTw) �-I- N(soss , x908.2 -9016 907.8X N / 897.5TC I 9� ! . $ OQp�3 7 2x 5. "2 (906.6) n Q \ 909 2 x910.6'\ �^ 908 0YW) QO2 X 97.9 /--- - - x s ., .e):. �6 bs.0 dp I I I / / / x899.2 'goo I� T I x 99.9 , x9 2.6 1 \ L_ U 8J8.1 x91 .2 I I M FRONT ENTR700 DALEY 891.3 00 97 7 - / $ I I ' x911.3 I I I GARAGE FLOOR=890.8 ;x� .: e� I x98.2 I I of I I I I I x8 9.5 oA°, Q 01 �� GG� 00 900. i I x90. 8� 90.8 899.4 90�OQ �y0 $ \ QI P� � h / I h I I 18 I I I I I 114.6 �1` \ _896. TC i 21.42 A 10.9 / I ]� I \ II I 1'.0 I I I I I I I I 1 \\ ( x89 .3 ? 901.1 1 \ I / �° ° x x9 5.6 / I I \� L9°k ori - -400 1 \ 8„ x89 �1 \S (896.7) Q 1 '00.6X x 2 \x904.1 2 ��yf► ....... x890.2 II (896.3)x / / / / x904.4 896.3 FC / x4.4// 90 . / /0P2 �l //oo� x905.0 \ / �. 886.7TC 04/7 / / / GP /\/ / K 1 l \� W x(895.0) / / / x 904.9 / / / 9x / /� / 1 \ �\ � x901.4/ / / !` / / / /x891.8 / / / /AK , \� \ o / / X892.3 87.OTC % / L �s yI'�// x8158.3 r��0 \\ 9d0. x / 905.2 p 895.4�T\ \ \ 904.1 x905 �.�_ / / / / / NN x887.2CF /- \ T / of / / 5 \ 888.0r o �8`95.P ' x\ 3.9 / 893.9 x(894.3) t \ 904./ / �� - / I � % x887.8 /887.�1TC X902 7- - -- 894.OTC �. - - - -- - - -- - / ¢� / / x893.3/ 894.2�x - _ _ X8 / / - MIVERT=886.4± 892.2x x(893.41 V - x-893.- / / �/ O I - -_ - - - • , J / 88�6TC 00 /x887.6 2 x890 x�g \ \� x_J X 92.1 892. / \ x892. I- 11 1 \ / / r �� / I / x8 :4 890.5,,4 887.5TC 890.9 TC 861.9x - / / /887.9TC ,y , R=20.00 / x887.8CE BENCHMARK: , „ T.N.H.=89252 �=110'46,53 / S88.OTC � 888.81C ISAN M.H. TOP RIM -888.64 INV. NW=866.8 INV. NE866.7 INV. SW=867.6 208-15A REF: 208-15 147/20 x888.4CE HOMES 010 //z SCALE: 1 INCH = 20 FEET Legend SAN LL PROPOSED CURB CUT Catch Basin W z a ' V 897.04 x 0 Power Pole a Hydrant SAN SERVICE INVERT=867.0 - Stone Retaining Wall SAN Prop. Retaining Wall as Req. X900.0 Existing Elevation X(900.0) 1 x900.OTC SAN M.H. TOP RIM=896.31 x900.OTW INVERT=867.0 1-900-- AEC .,-900--, Proposed Contour 895.91 Critical Tree Root Zone i595.8(ek Drainage X Tree To Be Removed Denotes Iron Monument Found O Denotes Set, 1/2" x 14" Iron Pipe PROPOSED SITE PLAN FOR: GREAT NEIGHBORHOOD SPORCICH RESIDENCE I /--\ -T- L L�/ I x899.2 18.01-C x"900 x905.0 \ 898.2 S88'05'37"E 109.97 MEAS. 898.8 \ 898. \ x8. '4.•• -_ 1 N 904.0 \ 900.2TW_,'' ARTIAL ROCK RETvALL- 37.8TV _/ 89�JLW \ 1 97.9x. / x / T 899 4 / 900 9X__.'_. PROPOSED DRIVE xg(9020) .0� CONST ENTRANCE F' A. _rl 897.9x 9.4x 901 Ax \ / �" / �i" CONCRFTF PAD x906.7 ' at,, (.. g \.. 4x 10 BE REMOVED 397 6 1 I _x904 7 �G o / x9024 (ro / / X 8 - It '.Ip G�� i / 90 7 f . 906.5x dR 1a- I 2 NE 3x /90,6 D. / /• x907.0 -� / 908.2 (906.4).".soB.oTw) �-I- N(soss , x908.2 -9016 907.8X N / 897.5TC I 9� ! . $ OQp�3 7 2x 5. "2 (906.6) n Q \ 909 2 x910.6'\ �^ 908 0YW) QO2 X 97.9 /--- - - x s ., .e):. �6 bs.0 dp I I I / / / x899.2 'goo I� T I x 99.9 , x9 2.6 1 \ L_ U 8J8.1 x91 .2 I I M FRONT ENTR700 DALEY 891.3 00 97 7 - / $ I I ' x911.3 I I I GARAGE FLOOR=890.8 ;x� .: e� I x98.2 I I of I I I I I x8 9.5 oA°, Q 01 �� GG� 00 900. i I x90. 8� 90.8 899.4 90�OQ �y0 $ \ QI P� � h / I h I I 18 I I I I I 114.6 �1` \ _896. TC i 21.42 A 10.9 / I ]� I \ II I 1'.0 I I I I I I I I 1 \\ ( x89 .3 ? 901.1 1 \ I / �° ° x x9 5.6 / I I \� L9°k ori - -400 1 \ 8„ x89 �1 \S (896.7) Q 1 '00.6X x 2 \x904.1 2 ��yf► ....... x890.2 II (896.3)x / / / / x904.4 896.3 FC / x4.4// 90 . / /0P2 �l //oo� x905.0 \ / �. 886.7TC 04/7 / / / GP /\/ / K 1 l \� W x(895.0) / / / x 904.9 / / / 9x / /� / 1 \ �\ � x901.4/ / / !` / / / /x891.8 / / / /AK , \� \ o / / X892.3 87.OTC % / L �s yI'�// x8158.3 r��0 \\ 9d0. x / 905.2 p 895.4�T\ \ \ 904.1 x905 �.�_ / / / / / NN x887.2CF /- \ T / of / / 5 \ 888.0r o �8`95.P ' x\ 3.9 / 893.9 x(894.3) t \ 904./ / �� - / I � % x887.8 /887.�1TC X902 7- - -- 894.OTC �. - - - -- - - -- - / ¢� / / x893.3/ 894.2�x - _ _ X8 / / - MIVERT=886.4± 892.2x x(893.41 V - x-893.- / / �/ O I - -_ - - - • , J / 88�6TC 00 /x887.6 2 x890 x�g \ \� x_J X 92.1 892. / \ x892. I- 11 1 \ / / r �� / I / x8 :4 890.5,,4 887.5TC 890.9 TC 861.9x - / / /887.9TC ,y , R=20.00 / x887.8CE BENCHMARK: , „ T.N.H.=89252 �=110'46,53 / S88.OTC � 888.81C ISAN M.H. TOP RIM -888.64 INV. NW=866.8 INV. NE866.7 INV. SW=867.6 208-15A REF: 208-15 147/20 x888.4CE HOMES 010 //z SCALE: 1 INCH = 20 FEET Legend SAN Sanitary Sewer ® Catch Basin O Manhole Light Pole 0 Power Pole ¢ Hydrant Bituminous Curb - Stone Retaining Wall - Prop. Retaining Wall as Req. X900.0 Existing Elevation X(900.0) Proposed Elevation x900.OTC Top of Curb Elevation x900.OTW Top of Wall Elevation 1-900-- Existing Contour .,-900--, Proposed Contour - - '---------- Critical Tree Root Zone ---�- Drainage X Tree To Be Removed Denotes Iron Monument Found O Denotes Set, 1/2" x 14" Iron Pipe w/ Plastic Cap Inscribed R.L.S. 15230. LOT IS CURRENTLY VACANT Lot Area = 36,411 SF PROPOSED AREA CALCULATION: Lot Area = 36,411 SF IMPERVIOUS SURFACE: House = 3,916 SF Covered Porch Less 50 SF Allowance = 294 SF L� Balcony (Included in Patio Calculation) = 0 SF Patio Less 150 SF Allowance = 0 SF Total = 4,210 SF 11.6% 25.0% or 9,103 SF Maximum Allowable Hardcover PROPOSED ELEVATIONS: First Floor = 908.00 Top of Fnd. - Top Chord Bearing Truss = 907.56 Top of Fnd. - Bottom Chord Bearing Truss = 906.03 Basement Floor = 897.31 Sport Court Floor = 888.35 Garage Floor at Door = 907.23 PROPERTY DESCRIPTION: Lot 5, Block 2, Sunny Slope Section Country Club District, Hennepin County, Minnesota. / BENCHMARK: Edina #979 / T.N.H. on the North Corner of Ridge Place and Dale Dr. Elevation = 892.52. NOTES: -All proposed building dimensions are drawn using the Main Floor Plan. - Silt Fence is already in place on subject property. Existing Silt Fence to be maintained and repaired as needed. - All existing building dimensions are measured to the finished siding and not the building foundation. -No Search Was Made For Any Easements. - The location of all utilities shown are from observed evidence in the field and from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly registered Land Surveyor under the laws of the State of Minnesota. W. BROWN LAND SURVEYING, INC. Woodrow A. Brown, R.L.S. MN REG 15230 Dated: 10-30-2015 JDEPMTMCW NOV 1 2W5