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HomeMy WebLinkAbout1802824230016-11062015'4805 WOODHALE WAY FRONT ENTRY=900.6 \ GARAGE FLOOR=901.4 6r�Q • 6� 899.30' SAN M_H. TOP RIM=898.56 INVERT=867.6 15 SPORT COURT AS -BUILT (LOCATE FORMS) FOR: GREAT NEIGHBORHOOD HOMES SPORCICH RESIDENCE I /1 T C:1 L x899.2 � \.• x9os.o S88.05'37"E 109.97 MEAS 898:8 „ ! \ 898.0 TW 16 \ X8 _ - .. x904.0 899.7TW,y- ••� J 900..2TWi ' ARTIAL ROCK RET WALL ��,°\ 897.8TC /• �' 12+ ----------------- MAP \ I _(6. 903.0,-' `3Q0'9- =' ° •je-• '903.Cy: I �- G� L :9(ISTING+BffUMIND 17RIVE' Fj(ISTING°CON< DtIYE .••x(902.0)' :! °904.0 _ . °. ...: �= k _ _ ° °� �- °=' `• � -_'-. _ ' •_ = 'ONCRETE PAD x906.7 - ' 899.4 - '°--•- ` � •- • _ • - ' _ _ \TO 13E REMOVED / ... 902.9 •r. -. -- 905.4; .` -_ � ` °�� �,,-� • 6�r9 • jti EL 906 \ • 897.6TC /M °�� EL 901.64 ���'-. i,.+- _ • .\ r\ ° (N _ ! O '��� \ \ x902.4\ • x897.7 O SGP' \ 0 903.7 !�� . /•'- • --906.5. - / O x899.0 ��,� 905.03 \'ApAS / z_.F:_•�:_..N;c _9073: \ r \ 907.07- d•- _ 3_. 908.2. 00 6"D CID GR / �;✓:� °3 x ;v `'lsas.i)= ° ; _ ... . 906.OTW) 90 A_ Z \ 1341 0� o i �°� 907.8 N x908.2 897.5TC x89\2 ^ • 135 x 7. 141 - Q yba 2x �- `. �• \ 2 : \ 13 �ti' 140 x906 9 �Q o�o � \ _ -jU z 1 32 ? F / ` (906.6 U1 /128 -�-.� •'-• l / ,� 142,- 908.OTW) _..- -143 "moo (sos6x x9,i i (906.0) x897.9�� �QQ • / / 899.2 x899. �\ ' J_�+�862 Q0 _ 14 p� bra Q / x 0 \�. U" O,p N .1 ^ T 899.9 J� ` / / p�01� \'00% 91 1.2x S R x 127 L \ A 2 Q EL 891. x900.6 0125 16j� \ �0 s J h� EL 910.15 \i 8 26 104 1204 102 x911.87 ` X4700 DALE DR. 898.34 129 1 �$ FRONT ENTRY -891.3 R=890 1• �St 1.3 \ E FLOOR=890.8 X89 e 123 x898.2 105 '�0 \ 899.5x / 4� \ 01 \9°1 �`�o� °9 9°h �'Qy� 109 x900.2 x904. / �\k� \S 20 \ ti° G° 12`y(r,OQQ 107 \ 00 x8r. 90.8 X899.4 \ \ 9060 •122 Q�o?�F`' 1��y '' h 1 AK \ \ �� s \ 897.00. ass.9Tc \ 120 °�• `� 110 108 0°6' � 201 \ Q� \ -- 21.42 \p 119 111 00 � / � \ x912.0 \ X898.' 118 y� 1�dJ�90� `BOJ / x901.1 x95.\'fir 6 x893.1 �s go° �0 113 • 90� / \ s K � _ --•-- - _ � \ 900.9 ?S 2COO IX SAN SERVICE MY / -. \ (89 y0./6x�x890.2INVERT=867.0 11 7 x904.1 5.2 (896.3)x \ \ \ \ 11/ x904.4 \ M 896.3TCX5 x897.7 / \ / ' \ TOP RIM-TT 867H0 117/ �O �\ 116 i x904.4 \ TO 10 INVERD 00\ x9i16.f I x905.0 �� "'`� 2 • 886.77( x904.7 (JA J W x(895.0)'EL 301.40 \ b® .11 6 l W ,� :/ x891.8 1 24, I ® CP#6 Ci U1 x901.4 EL=895.91 P. /LQ• 1 Q� 887.OTCILA / %. x892.3 �� 900.9x x905.2 5f'J //V 0 ✓ 895/TC 0 T // x887.2(1 x904.1 x905.0 // _ 888.0x D /= ti x895.6 x903.9 AA,� x893.9 i GE`s` x(894.3) x904.4 • - - -- 887.5TC -�.. i x902.7 01. 894.01C x893.3 i SEME 89410 x894.2 INVERF6.4t 1 892.2x x(893.4) \ x892.1 \_ 890.91<. 861.94;x T.N.H: 892.52 889.1 �x 208-15B REF: 208-15A & 208-15 147/20 TO � § / x893.8 •O / 887.6TC �1• !!M� _/ x887. X890-5 x889.3 GEs� x J / 892.8 x892. X888.4 13 \ 12 /887.5TC L= .67 887.9TC ,� O R=20.00- --- - ��x887.8q --A--T1V46_ 53" 888.07( \�.,888.8TC TOP RIM -888.64 W. NW=866.8 W. NE866.7 INV. SW -867.6 x888.4(1 SCALE: 1 INCH - 20 FEET Legend SAN Sanitary Sewer TOP RIM=898.100 Catch Basin 4 Manhole SAN SERVICE Light Pole INVERT=867.4 Power Pole I SAN ACP Bituminous Curb t5 EL=897.54 Stone Retaining Wall - Proposed Retaining Wall as Required X900.0 Existing Elevation X(900.0) U 897.SC� Top of Curb Elevation I Top of Wall Elevation 11 Existing Contour m I Proposed Contour 15 SPORT COURT AS -BUILT (LOCATE FORMS) FOR: GREAT NEIGHBORHOOD HOMES SPORCICH RESIDENCE I /1 T C:1 L x899.2 � \.• x9os.o S88.05'37"E 109.97 MEAS 898:8 „ ! \ 898.0 TW 16 \ X8 _ - .. x904.0 899.7TW,y- ••� J 900..2TWi ' ARTIAL ROCK RET WALL ��,°\ 897.8TC /• �' 12+ ----------------- MAP \ I _(6. 903.0,-' `3Q0'9- =' ° •je-• '903.Cy: I �- G� L :9(ISTING+BffUMIND 17RIVE' Fj(ISTING°CON< DtIYE .••x(902.0)' :! °904.0 _ . °. ...: �= k _ _ ° °� �- °=' `• � -_'-. _ ' •_ = 'ONCRETE PAD x906.7 - ' 899.4 - '°--•- ` � •- • _ • - ' _ _ \TO 13E REMOVED / ... 902.9 •r. -. -- 905.4; .` -_ � ` °�� �,,-� • 6�r9 • jti EL 906 \ • 897.6TC /M °�� EL 901.64 ���'-. i,.+- _ • .\ r\ ° (N _ ! O '��� \ \ x902.4\ • x897.7 O SGP' \ 0 903.7 !�� . /•'- • --906.5. - / O x899.0 ��,� 905.03 \'ApAS / z_.F:_•�:_..N;c _9073: \ r \ 907.07- d•- _ 3_. 908.2. 00 6"D CID GR / �;✓:� °3 x ;v `'lsas.i)= ° ; _ ... . 906.OTW) 90 A_ Z \ 1341 0� o i �°� 907.8 N x908.2 897.5TC x89\2 ^ • 135 x 7. 141 - Q yba 2x �- `. �• \ 2 : \ 13 �ti' 140 x906 9 �Q o�o � \ _ -jU z 1 32 ? F / ` (906.6 U1 /128 -�-.� •'-• l / ,� 142,- 908.OTW) _..- -143 "moo (sos6x x9,i i (906.0) x897.9�� �QQ • / / 899.2 x899. �\ ' J_�+�862 Q0 _ 14 p� bra Q / x 0 \�. U" O,p N .1 ^ T 899.9 J� ` / / p�01� \'00% 91 1.2x S R x 127 L \ A 2 Q EL 891. x900.6 0125 16j� \ �0 s J h� EL 910.15 \i 8 26 104 1204 102 x911.87 ` X4700 DALE DR. 898.34 129 1 �$ FRONT ENTRY -891.3 R=890 1• �St 1.3 \ E FLOOR=890.8 X89 e 123 x898.2 105 '�0 \ 899.5x / 4� \ 01 \9°1 �`�o� °9 9°h �'Qy� 109 x900.2 x904. / �\k� \S 20 \ ti° G° 12`y(r,OQQ 107 \ 00 x8r. 90.8 X899.4 \ \ 9060 •122 Q�o?�F`' 1��y '' h 1 AK \ \ �� s \ 897.00. ass.9Tc \ 120 °�• `� 110 108 0°6' � 201 \ Q� \ -- 21.42 \p 119 111 00 � / � \ x912.0 \ X898.' 118 y� 1�dJ�90� `BOJ / x901.1 x95.\'fir 6 x893.1 �s go° �0 113 • 90� / \ s K � _ --•-- - _ � \ 900.9 ?S 2COO IX SAN SERVICE MY / -. \ (89 y0./6x�x890.2INVERT=867.0 11 7 x904.1 5.2 (896.3)x \ \ \ \ 11/ x904.4 \ M 896.3TCX5 x897.7 / \ / ' \ TOP RIM-TT 867H0 117/ �O �\ 116 i x904.4 \ TO 10 INVERD 00\ x9i16.f I x905.0 �� "'`� 2 • 886.77( x904.7 (JA J W x(895.0)'EL 301.40 \ b® .11 6 l W ,� :/ x891.8 1 24, I ® CP#6 Ci U1 x901.4 EL=895.91 P. /LQ• 1 Q� 887.OTCILA / %. x892.3 �� 900.9x x905.2 5f'J //V 0 ✓ 895/TC 0 T // x887.2(1 x904.1 x905.0 // _ 888.0x D /= ti x895.6 x903.9 AA,� x893.9 i GE`s` x(894.3) x904.4 • - - -- 887.5TC -�.. i x902.7 01. 894.01C x893.3 i SEME 89410 x894.2 INVERF6.4t 1 892.2x x(893.4) \ x892.1 \_ 890.91<. 861.94;x T.N.H: 892.52 889.1 �x 208-15B REF: 208-15A & 208-15 147/20 TO � § / x893.8 •O / 887.6TC �1• !!M� _/ x887. X890-5 x889.3 GEs� x J / 892.8 x892. X888.4 13 \ 12 /887.5TC L= .67 887.9TC ,� O R=20.00- --- - ��x887.8q --A--T1V46_ 53" 888.07( \�.,888.8TC TOP RIM -888.64 W. NW=866.8 W. NE866.7 INV. SW -867.6 x888.4(1 SCALE: 1 INCH - 20 FEET Legend SAN Sanitary Sewer ® Catch Basin 0 Manhole # Light Pole 0 Power Pole Allowance = 0 SF Hydrant = 1,000 SF Bituminous Curb Stone Retaining Wall - Proposed Retaining Wall as Required 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 >< Tree To Be Removed • Denotes Iron Monument Found 0 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 fi Covered Porch Less 50 SF Allowance = 294 SF Balcony (Included in Patio Calculation) = 0 SF Patio Less 150 SF Allowance = 0 SF 25'x40' Sport Court = 1,000 SF Total = 5,210 SF = 14.3% 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 TOP OF FORM (FDN.) SHOT 907.8 POURED WALL TO BE HELD DOWN 0.25' (3") FROM TOP OF FORM. PROPERTY DESCRIPTION: �o 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. 1 3(o 75"�e AieaUE.� NOTES: -All proposed building dimensions are drawn using the Main Floor Plan. 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: 11-06-2015