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HomeMy WebLinkAbout2014 As-BuiltGravel Driveway N � V N O O O N n O N K] d o 0 O O O �O N L` O S89018'45"E 366.21 LD x 1052.6 x 1052.3 x 1052.4 x 1052.3 x 1052.8 x 1046.6 x 1044.6 X 1050.7 x.048' 2 x 1043.3 0 )-4053.75.5 0 /J x 1045.4 - x 10�3.8�\_ ---► / \ \ 57.6 0 /j yr�84Cz a N x1053.7 x 1053.8 �1053.9 \ JAS x 50.1 p ---- � 104 1045.6 1044 9 x 1040.8 x 1040.8 oy 9-1038.2 (1037.9 o x 1035.4 1036.1� --- 3 W O 00 N 1036.1 INo vv 1 L_ xy(D 00 �►- p 00 X 10 6.5 Cl) r") 7N34J. ,-1053.8 1� ( 1043.5 /040.2 _ - o 1'053.6 �-- 053.5 SIDE S B 37. ^o ,O 35.2 - OLn t N x 1,05 5 x 1043.8 / 10: 1055.1 �7 10sEPt SWING SET AREA 1048.0 xio4 ' 51 ..�.. ;� 7.r,'or � .0 10348..._..-__ \ \-'X1 053 9 LOT 1 26.0 LO� ' 1045.9 10'45 9P x 1045.9 g ' ' 1038.3 x 1055.1 \ �( SEP � "_,�"5 `J � x _ f M \ '---BLOCK > x1047.1 FE'9 C w45.68OoCD 00 ° 1045.1 p p� _N m x 1057.0 \ 0 \ EXISTING SE TIC x1048 1047.80 o 2 0 1046.2 a t 00 c d \ 01 0522 104,8.3 :, I O N M � los 6 SITE \ _ TFDN, ti 1045.8 N L-0 00 0 SEP \ 1055.3 I N II II 00 \ SEP C o° 1038._ i I I U \ x1057.0 O� rn 10 3.4 x 60.4 a m \ x 1055.2 \ �\ x 1047.1 c f \ U x104 9 1047.5 x18.0 10.0 N 1046.8 \ \ 057 1054. w = 0 ., 1 CO 5 k SEP w 0 Ln 0 \ \� Ox105 .9 \ 1055.9 x 1052.0 WALKOUT 1047. C-3 ��� \ SEP x1047V7: 8 '7 25� 195 KINTYRE x1047. 2. 'o 0 { 1055.3 oSp 9 x1055.6 \Ln LANE m o ! �� x �� \ SEP 1047. x 1037.8 / 7.0 0104 .1 2.5 .047.5 10 10E0.2 0- 1047.ALTERNATIVE SEP C x10512 .3F 00 x 054.1 1047.3 O 1047.7 \ \ SITE x 1056.5 x 1055.b x 1046.5 O 1039.7 (-p v) x 1047.yo 1034 3xi047.0 1605 x 104 .0 lc� 01046.4 P --� 19 0 1 1039.0 0 X046 9 1Ok� L 1043.9 11042.0 (p x 1053.8 __� / \ 1 � 2. 1> � m x 1044.9 043.7 1039.4 ` 7 \ ~ / 104. 1039.2 o3e9 60103 .0 IDE SB / o - / x1038.6 �_ J 00 0 o� �� �%'� - RET iNING WALLSx1038.3- -_ � 01 36.2 / d 1056 4 O � pG - 1039.10 10392 x1038.4 038.8 / j / N ` 1 % 10A2 x1847 CO1038.8 �� 01037.2 /1�3 � x1053.4 J I O 0 x 1047.1 - _ x104219 / �V �Q) -_ x 1035.0 \ x1042.1 -� x1040.6 - _ x1039.4 x1037? 1034 ET 10 � E x 1055.8x 'N 8S%8'4 " W 3 35. \ x x 1040.7 x 1039.8 c' x 10 .8 1037.7 1035.1 � o �P o cO o x x N O_ X 0 CAST IRON MONUMENT ® CATCH BASIN M GATE VALVE '(::f HYDRANT o IRON PIPE SET • IRON PIPE FOUND (s SANITARY MANHOLE Gravel Driveway N � V N O O O N n O N K] d o 0 O O O �O N L` O S89018'45"E 366.21 LD x 1052.6 x 1052.3 x 1052.4 x 1052.3 x 1052.8 x 1046.6 x 1044.6 X 1050.7 x.048' 2 x 1043.3 0 )-4053.75.5 0 /J x 1045.4 - x 10�3.8�\_ ---► / \ \ 57.6 0 /j yr�84Cz a N x1053.7 x 1053.8 �1053.9 \ JAS x 50.1 p ---- � 104 1045.6 1044 9 x 1040.8 x 1040.8 oy 9-1038.2 (1037.9 o x 1035.4 1036.1� --- 3 W O 00 N 1036.1 INo vv 1 L_ xy(D 00 �►- p 00 X 10 6.5 Cl) r") 7N34J. ,-1053.8 1� ( 1043.5 /040.2 _ - o 1'053.6 �-- 053.5 SIDE S B 37. ^o ,O 35.2 - OLn t N x 1,05 5 x 1043.8 / 10: 1055.1 �7 10sEPt SWING SET AREA 1048.0 xio4 ' 51 ..�.. ;� 7.r,'or � .0 10348..._..-__ \ \-'X1 053 9 LOT 1 26.0 LO� ' 1045.9 10'45 9P x 1045.9 g ' ' 1038.3 x 1055.1 \ �( SEP � "_,�"5 `J � x _ f M \ '---BLOCK > x1047.1 FE'9 C w45.68OoCD 00 ° 1045.1 p p� _N m x 1057.0 \ 0 \ EXISTING SE TIC x1048 1047.80 o 2 0 1046.2 a t 00 c d \ 01 0522 104,8.3 :, I O N M � los 6 SITE \ _ TFDN, ti 1045.8 N L-0 00 0 SEP \ 1055.3 I N II II 00 \ SEP C o° 1038._ i I I U \ x1057.0 O� rn 10 3.4 x 60.4 a m \ x 1055.2 \ �\ x 1047.1 c f \ U x104 9 1047.5 x18.0 10.0 N 1046.8 \ \ 057 1054. w = 0 ., 1 CO 5 k SEP w 0 Ln 0 \ \� Ox105 .9 \ 1055.9 x 1052.0 WALKOUT 1047. C-3 ��� \ SEP x1047V7: 8 '7 25� 195 KINTYRE x1047. 2. 'o 0 { 1055.3 oSp 9 x1055.6 \Ln LANE m o ! �� x �� \ SEP 1047. x 1037.8 / 7.0 0104 .1 2.5 .047.5 10 10E0.2 0- 1047.ALTERNATIVE SEP C x10512 .3F 00 x 054.1 1047.3 O 1047.7 \ \ SITE x 1056.5 x 1055.b x 1046.5 O 1039.7 (-p v) x 1047.yo 1034 3xi047.0 1605 x 104 .0 lc� 01046.4 P --� 19 0 1 1039.0 0 X046 9 1Ok� L 1043.9 11042.0 (p x 1053.8 __� / \ 1 � 2. 1> � m x 1044.9 043.7 1039.4 ` 7 \ ~ / 104. 1039.2 o3e9 60103 .0 IDE SB / o - / x1038.6 �_ J 00 0 o� �� �%'� - RET iNING WALLSx1038.3- -_ � 01 36.2 / d 1056 4 O � pG - 1039.10 10392 x1038.4 038.8 / j / N ` 1 % 10A2 x1847 CO1038.8 �� 01037.2 /1�3 � x1053.4 J I O 0 x 1047.1 - _ x104219 / �V �Q) -_ x 1035.0 \ x1042.1 -� x1040.6 - _ x1039.4 x1037? 1034 ET 10 � E x 1055.8x 'N 8S%8'4 " W 3 35. \ x x 1040.7 x 1039.8 c' x 10 .8 1037.7 1035.1 � o �P o cO o x x N O_ X 0 PROPOSED SILT FENCE >7CONCRETE CURB > -� SANITARY SEWER ,11 STORM SEWER a .972.5 FOUNDATION ASBUILT ELEVATION -972.5 GRADING ASBUILT ELEVATION I !1 T L_\J I T 1032.60 l ` 50 Address: 195 Kintyre Lane, Orono, MN 55356 Property Description Lot 1, Block 1, KINTYRE TWO, according to the recorded plat therof, Hennepin County, Minnesota. NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Asbuilt Elevations BY DATE SURVEY LEGEND ,972.5 GROUND ELEVATION = 1050.2 WETLAND BUFFER POST 0 STORM DRAIN: = 1039.7 CONCRETE sr STORM MANHOLE 000.0 SEWER SERVICE ELEVATION O ELECTRIC TRANSFORMER (9725) PROPOSED ELEVATION s TREE DECIDUOUS - DIRECTION OF SURFACE DRAINAC-E TI TELEPHONE PEDESTAL �'g°� CONTOUR EXISTING O UTILITY PEDESTAL °s° CONTOUR PROPOSED PROPOSED SILT FENCE >7CONCRETE CURB > -� SANITARY SEWER ,11 STORM SEWER a .972.5 FOUNDATION ASBUILT ELEVATION -972.5 GRADING ASBUILT ELEVATION I !1 T L_\J I T 1032.60 l ` 50 Address: 195 Kintyre Lane, Orono, MN 55356 Property Description Lot 1, Block 1, KINTYRE TWO, according to the recorded plat therof, Hennepin County, Minnesota. NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 5.) A title opinion was not furnished to the surveyor. 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Asbuilt Elevations BY DATE Asbuilt Garage Floor Elevation = 1045.9 Asbuilt First Floor Elevation = 1050.2 Asbuilt Top of Foundation Elevation = 1048.3 Asbuilt Basement Floor Elevation = 1039.7 Development Plan Data - WO BDH 08/11/14 BDH 08/26/14 - - - -E6-H- 09/19/14 - - - - - BDH 09!26/14 _ _ _ _ _ BO 12/10/14 BRV 06/15/15 Garage Floor Elevation = 1047.0 Basement Floor Elevation = 1038.5 Proposed Elevations 3 Proposed Garage Floor Elevation = 1046.0 (2' Drop) Proposed Top of Foundation Elevation = 1048.3 Proposed Basement Floor Elevation = 1039.6 Setbacks Min. Front Yard Setback = 50' Min. Side Yard Setback = 30' Min. Rear Yard Setback = 50' Hardcover Lot Area = 62,510 Sq.Ft. House Area = 3,558 Sq.Ft. Driveway Area = 3,186 Sq.Ft. Stoop Area = 242 Sq.Ft. Sidewalk Area = 494 Sq.Ft. Patio Area = 340 Sq.Ft. Screen Porch Area = 240 Sq.Ft. Total Impervious Surface = 8,060 Total Coverage = 12.9% Basement Perimeter at or Below 1043.3 foot Contour = 66.2 L.F. Total Perimeter = 188.3 L.F. Coverage = 35.2% Contour used for Building Height Foundation Above 1043.3 Contour Foundation at or below 1043.3 Contour Unexcavated Area I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 1, Block 1, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, fro or on said land, as surveyed by me this 25th day of June, 2014. A -6Q David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com RECEIVED JUN 17 2095 CITY OF ORONO NO. FI7-6 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 20 10 0 10 20 40 Rs ��� ,- = i s� RLQ - �(' I �' SA 1 H RE-BERGQUIST INC.195 m TWP.118 - RGE.23 - SEC.32 CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR: ONYEA HOMES FILE NO. - 74 1 ----------------------------- BDH 08/11/14 BDH 08/26/14 - - - -E6-H- 09/19/14 - - - - - BDH 09!26/14 _ _ _ _ _ BO 12/10/14 BRV 06/15/15 - - - Revised Per City Comments- - - Revised Per City Comments - - - - - - Adjusted Proposed Elevations - - - - - - - - - - _ _ Foundation Asbuilt _ _ - - - - - Added Retaining Walls - - - - Grading Asbuilt - - --------------n HENNEPIN COUNTY Kintyre Lane ORONO MINNESOTA D2 3 a �� �tiFRs _` 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PyP�� CH4 _ SCALE IN FEET 5 3-12-14 241+- W-1-1 I