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Gravel Driveway <br />N � <br />V N O <br />O O N n O <br />N K] d o 0 <br />O O O �O N <br />L` O <br />S89018'45"E 366.21 <br />LD x 1052.6 x 1052.3 x 1052.4 x 1052.3 <br />x 1052.8 x 1046.6 x 1044.6 <br />X 1050.7 x.048' 2 x 1043.3 <br />0 )-4053.75.5 0 /J <br />x 1045.4 - x 10�3.8�\_ ---► <br />/ \ \ 57.6 0 <br />/j yr�84Cz a N <br />x1053.7 x 1053.8 �1053.9 <br />\ JAS x 50.1 p <br />---- � 104 1045.6 1044 9 <br />x 1040.8 <br />x 1040.8 oy <br />9-1038.2 <br />(1037.9 <br />o x 1035.4 <br />1036.1� --- 3 <br />W <br />O 00 N <br />1036.1 <br />INo vv 1 L_ <br />xy(D 00 <br />�►- p 00 <br />X 10 6.5 Cl) r") 7N34J. <br />,-1053.8 1� ( 1043.5 <br />/040.2 _ - o <br />1'053.6 �-- 053.5 <br />SIDE S B 37. ^o ,O 35.2 - OLn t <br />N <br />x 1,05 5 x 1043.8 / 10: <br />1055.1 �7 <br />10sEPt SWING SET AREA 1048.0 xio4 ' <br />51 <br />..�.. ;� 7.r,'or � .0 10348..._..-__ <br />\ \-'X1 053 9 LOT 1 26.0 LO� ' 1045.9 10'45 9P x 1045.9 g ' ' <br />1038.3 <br />x 1055.1 \ �( SEP � "_,�"5 `J � x _ <br />f M <br />\ '---BLOCK > x1047.1 FE'9 C w45.68OoCD 00 ° 1045.1 p p� _N <br />m x 1057.0 \ <br />0 \ EXISTING SE TIC x1048 1047.80 o 2 0 1046.2 a t 00 c d <br />\ 01 0522 104,8.3 :, I O N M <br />� los 6 SITE \ _ TFDN, ti 1045.8 N L-0 00 0 <br />SEP \ 1055.3 I N II II 00 <br />\ SEP C o° 1038._ i I I U <br />\ x1057.0 O� rn 10 3.4 x 60.4 a m <br />\ x 1055.2 \ �\ x 1047.1 <br />c f \ <br />U <br />x104 9 1047.5 x18.0 10.0 <br />N 1046.8 <br />\ \ 057 1054. w = 0 ., <br />1 CO 5 k SEP w 0 Ln 0 <br />\ \� Ox105 .9 <br />\ 1055.9 x 1052.0 WALKOUT 1047. C-3 ��� <br />\ SEP <br />x1047V7: <br />8 '7 25� 195 KINTYRE x1047. <br />2. 'o 0 <br />{ 1055.3 oSp 9 <br />x1055.6 \Ln LANE m o ! �� x �� <br />\ SEP 1047. x 1037.8 <br />/ 7.0 0104 .1 <br />2.5 <br />.047.5 10 <br />10E0.2 0- 1047.ALTERNATIVE SEP C x10512 .3F 00 <br />x 054.1 1047.3 O 1047.7 <br />\ \ SITE x 1056.5 x 1055.b x 1046.5 O 1039.7 (-p v) x 1047.yo <br />1034 3xi047.0 1605 x 104 .0 <br />lc� <br />01046.4 P <br />--� 19 0 1 <br />1039.0 0 X046 9 1Ok� L 1043.9 <br />11042.0 <br />(p x 1053.8 __� / \ 1 � 2. 1> � m <br />x 1044.9 043.7 1039.4 ` 7 \ ~ / <br />104. 1039.2 o3e9 60103 .0 <br />IDE SB / o - / x1038.6 �_ J 00 <br />0 o� �� �%'� - RET iNING WALLSx1038.3- -_ � 01 36.2 / d <br />1056 4 O � pG - 1039.10 10392 x1038.4 038.8 / <br />j / N <br />` 1 % 10A2 x1847 CO1038.8 �� 01037.2 /1�3 <br />� <br />x1053.4 J I O <br />0 x 1047.1 - _ x104219 / �V �Q) -_ x 1035.0 <br />\ x1042.1 -� x1040.6 - _ x1039.4 x1037? 1034 ET 10 <br />� E <br />x 1055.8x <br />'N 8S%8'4 " W 3 35. \ x <br />x 1040.7 <br />x 1039.8 <br />c' x 10 .8 1037.7 1035.1 <br />� o <br />�P <br />o cO <br />o <br />x <br />x <br />N <br />O_ <br />X <br />0 <br />CAST IRON MONUMENT <br />® <br />CATCH BASIN <br />M <br />GATE VALVE <br />'(::f <br />HYDRANT <br />o <br />IRON PIPE SET <br />• <br />IRON PIPE FOUND <br />(s <br />SANITARY MANHOLE <br />Gravel Driveway <br />N � <br />V N O <br />O O N n O <br />N K] d o 0 <br />O O O �O N <br />L` O <br />S89018'45"E 366.21 <br />LD x 1052.6 x 1052.3 x 1052.4 x 1052.3 <br />x 1052.8 x 1046.6 x 1044.6 <br />X 1050.7 x.048' 2 x 1043.3 <br />0 )-4053.75.5 0 /J <br />x 1045.4 - x 10�3.8�\_ ---► <br />/ \ \ 57.6 0 <br />/j yr�84Cz a N <br />x1053.7 x 1053.8 �1053.9 <br />\ JAS x 50.1 p <br />---- � 104 1045.6 1044 9 <br />x 1040.8 <br />x 1040.8 oy <br />9-1038.2 <br />(1037.9 <br />o x 1035.4 <br />1036.1� --- 3 <br />W <br />O 00 N <br />1036.1 <br />INo vv 1 L_ <br />xy(D 00 <br />�►- p 00 <br />X 10 6.5 Cl) r") 7N34J. <br />,-1053.8 1� ( 1043.5 <br />/040.2 _ - o <br />1'053.6 �-- 053.5 <br />SIDE S B 37. ^o ,O 35.2 - OLn t <br />N <br />x 1,05 5 x 1043.8 / 10: <br />1055.1 �7 <br />10sEPt SWING SET AREA 1048.0 xio4 ' <br />51 <br />..�.. ;� 7.r,'or � .0 10348..._..-__ <br />\ \-'X1 053 9 LOT 1 26.0 LO� ' 1045.9 10'45 9P x 1045.9 g ' ' <br />1038.3 <br />x 1055.1 \ �( SEP � "_,�"5 `J � x _ <br />f M <br />\ '---BLOCK > x1047.1 FE'9 C w45.68OoCD 00 ° 1045.1 p p� _N <br />m x 1057.0 \ <br />0 \ EXISTING SE TIC x1048 1047.80 o 2 0 1046.2 a t 00 c d <br />\ 01 0522 104,8.3 :, I O N M <br />� los 6 SITE \ _ TFDN, ti 1045.8 N L-0 00 0 <br />SEP \ 1055.3 I N II II 00 <br />\ SEP C o° 1038._ i I I U <br />\ x1057.0 O� rn 10 3.4 x 60.4 a m <br />\ x 1055.2 \ �\ x 1047.1 <br />c f \ <br />U <br />x104 9 1047.5 x18.0 10.0 <br />N 1046.8 <br />\ \ 057 1054. w = 0 ., <br />1 CO 5 k SEP w 0 Ln 0 <br />\ \� Ox105 .9 <br />\ 1055.9 x 1052.0 WALKOUT 1047. C-3 ��� <br />\ SEP <br />x1047V7: <br />8 '7 25� 195 KINTYRE x1047. <br />2. 'o 0 <br />{ 1055.3 oSp 9 <br />x1055.6 \Ln LANE m o ! �� x �� <br />\ SEP 1047. x 1037.8 <br />/ 7.0 0104 .1 <br />2.5 <br />.047.5 10 <br />10E0.2 0- 1047.ALTERNATIVE SEP C x10512 .3F 00 <br />x 054.1 1047.3 O 1047.7 <br />\ \ SITE x 1056.5 x 1055.b x 1046.5 O 1039.7 (-p v) x 1047.yo <br />1034 3xi047.0 1605 x 104 .0 <br />lc� <br />01046.4 P <br />--� 19 0 1 <br />1039.0 0 X046 9 1Ok� L 1043.9 <br />11042.0 <br />(p x 1053.8 __� / \ 1 � 2. 1> � m <br />x 1044.9 043.7 1039.4 ` 7 \ ~ / <br />104. 1039.2 o3e9 60103 .0 <br />IDE SB / o - / x1038.6 �_ J 00 <br />0 o� �� �%'� - RET iNING WALLSx1038.3- -_ � 01 36.2 / d <br />1056 4 O � pG - 1039.10 10392 x1038.4 038.8 / <br />j / N <br />` 1 % 10A2 x1847 CO1038.8 �� 01037.2 /1�3 <br />� <br />x1053.4 J I O <br />0 x 1047.1 - _ x104219 / �V �Q) -_ x 1035.0 <br />\ x1042.1 -� x1040.6 - _ x1039.4 x1037? 1034 ET 10 <br />� E <br />x 1055.8x <br />'N 8S%8'4 " W 3 35. \ x <br />x 1040.7 <br />x 1039.8 <br />c' x 10 .8 1037.7 1035.1 <br />� o <br />�P <br />o cO <br />o <br />x <br />x <br />N <br />O_ <br />X <br />0 <br />PROPOSED SILT FENCE <br />>7CONCRETE CURB <br />> -� SANITARY SEWER <br />,11 STORM SEWER <br />a <br />.972.5 FOUNDATION ASBUILT ELEVATION <br />-972.5 GRADING ASBUILT ELEVATION <br />I !1 T <br />L_\J I <br />T <br />1032.60 l ` <br />50 <br />Address: <br />195 Kintyre Lane, Orono, MN 55356 <br />Property Description <br />Lot 1, Block 1, KINTYRE TWO, according to the recorded plat <br />therof, Hennepin County, Minnesota. <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. <br />The contractor shall determine the exact location of any and all <br />existing utilities before commencing work. He agrees to be fully <br />responsible for any and all damages arising out of his failure to <br />exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate <br />positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be <br />used as benchmarks. <br />4.) The proposed driveway shown is conceptual only and does not <br />purport to show exactly how the driveway shall be built. <br />5.) A title opinion was not furnished to the surveyor. <br />6.) Proposed grades shown adjacent to building foundation refers to <br />top of black dirt. <br />Asbuilt Elevations <br />BY DATE <br />SURVEY LEGEND <br />,972.5 <br />GROUND ELEVATION <br />= 1050.2 <br />WETLAND BUFFER POST <br />0 <br />STORM DRAIN: <br />= 1039.7 <br />CONCRETE <br />sr <br />STORM MANHOLE <br />000.0 <br />SEWER SERVICE ELEVATION <br />O <br />ELECTRIC TRANSFORMER (9725) <br />PROPOSED ELEVATION <br />s <br />TREE DECIDUOUS <br />- <br />DIRECTION OF SURFACE DRAINAC-E <br />TI <br />TELEPHONE PEDESTAL <br />�'g°� <br />CONTOUR EXISTING <br />O <br />UTILITY PEDESTAL <br />°s° <br />CONTOUR PROPOSED <br />PROPOSED SILT FENCE <br />>7CONCRETE CURB <br />> -� SANITARY SEWER <br />,11 STORM SEWER <br />a <br />.972.5 FOUNDATION ASBUILT ELEVATION <br />-972.5 GRADING ASBUILT ELEVATION <br />I !1 T <br />L_\J I <br />T <br />1032.60 l ` <br />50 <br />Address: <br />195 Kintyre Lane, Orono, MN 55356 <br />Property Description <br />Lot 1, Block 1, KINTYRE TWO, according to the recorded plat <br />therof, Hennepin County, Minnesota. <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. <br />The contractor shall determine the exact location of any and all <br />existing utilities before commencing work. He agrees to be fully <br />responsible for any and all damages arising out of his failure to <br />exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate <br />positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be <br />used as benchmarks. <br />4.) The proposed driveway shown is conceptual only and does not <br />purport to show exactly how the driveway shall be built. <br />5.) A title opinion was not furnished to the surveyor. <br />6.) Proposed grades shown adjacent to building foundation refers to <br />top of black dirt. <br />Asbuilt Elevations <br />BY DATE <br />Asbuilt Garage Floor Elevation <br />= 1045.9 <br />Asbuilt First Floor Elevation <br />= 1050.2 <br />Asbuilt Top of Foundation Elevation <br />= 1048.3 <br />Asbuilt Basement Floor Elevation <br />= 1039.7 <br />Development Plan Data - WO <br />BDH 08/11/14 <br />BDH 08/26/14 <br />- - - <br />-E6-H- 09/19/14 <br />- - - - - <br />BDH 09!26/14 <br />_ _ _ _ _ <br />BO 12/10/14 <br />BRV 06/15/15 <br />Garage Floor Elevation <br />= 1047.0 <br />Basement Floor Elevation <br />= 1038.5 <br />Proposed Elevations <br />3 <br />Proposed Garage Floor Elevation <br />= 1046.0 (2' Drop) <br />Proposed Top of Foundation Elevation <br />= 1048.3 <br />Proposed Basement Floor Elevation <br />= 1039.6 <br />Setbacks <br />Min. Front Yard Setback = 50' <br />Min. Side Yard Setback = 30' <br />Min. Rear Yard Setback = 50' <br />Hardcover <br />Lot Area = 62,510 Sq.Ft. <br />House Area = 3,558 Sq.Ft. <br />Driveway Area = 3,186 Sq.Ft. <br />Stoop Area = 242 Sq.Ft. <br />Sidewalk Area = 494 Sq.Ft. <br />Patio Area = 340 Sq.Ft. <br />Screen Porch Area = 240 Sq.Ft. <br />Total Impervious Surface = 8,060 <br />Total Coverage = 12.9% <br />Basement <br />Perimeter at or Below 1043.3 foot Contour <br />= 66.2 L.F. <br />Total Perimeter <br />= 188.3 L.F. <br />Coverage = 35.2% <br />Contour used for Building Height <br />Foundation Above 1043.3 Contour <br />Foundation at or below 1043.3 Contour <br />Unexcavated Area <br />I hereby certify that this is a true and correct representation of a survey of the <br />boundaries of: <br />Lot 1, Block 1, KINTYRE TWO, according to the recorded plat thereof, Hennepin <br />County, Minnesota, <br />and the location of all buildings, if any, thereon, and all visible encroachments, if <br />any, fro or on said land, as surveyed by me this 25th day of June, 2014. <br />A -6Q <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />RECEIVED <br />JUN 17 2095 <br />CITY OF ORONO <br />NO. <br />FI7-6 <br />BY DATE <br />REVISIONS <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF <br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT <br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITIMATE USE. <br />20 10 0 10 20 40 <br />Rs <br />��� <br />,- <br />= <br />i <br />s� <br />RLQ <br />- �(' <br />I �' SA 1 H RE-BERGQUIST INC.195 <br />m <br />TWP.118 - RGE.23 - SEC.32 <br />CERTIFICATE OF SURVEY <br />GRADING ASBUILT <br />PREPARED FOR: <br />ONYEA HOMES <br />FILE NO. <br />- 74 <br />1 <br />----------------------------- <br />BDH 08/11/14 <br />BDH 08/26/14 <br />- - - <br />-E6-H- 09/19/14 <br />- - - - - <br />BDH 09!26/14 <br />_ _ _ _ _ <br />BO 12/10/14 <br />BRV 06/15/15 <br />- - - Revised Per City Comments- - - <br />Revised Per City Comments - - - <br />- - - <br />Adjusted Proposed Elevations - - <br />- - - - - - - - <br />_ _ Foundation Asbuilt <br />_ _ - - - - <br />- Added Retaining Walls - - - - <br />Grading Asbuilt - - <br />--------------n <br />HENNEPIN COUNTY <br />Kintyre Lane <br />ORONO <br />MINNESOTA <br />D2 <br />3 <br />a <br />�� <br />�tiFRs <br />_` <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />PyP�� <br />CH4 <br />_ <br />SCALE IN FEET <br />5 <br />3-12-14 <br />241+- W-1-1 I <br />