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Home My WebLink About2015 Grading PlanFIELD CREW JD/AT DRAWN BY BDH CHECKED BY DBP DATE 03/11/15 v L_V 1 I fFCD 0.83 / SDP 972.98 I / I OFwnONO SITE PIAN ._GRADING PLAN 0' -APPROVED / ! / 0 APPROVED WITH REVISIONS / / /W I / r 0 DISAPPROVED BY ' / / Lo DATE I Jou tem �� / / o ----- \\ = Drainage & Utility Easement 1 50 i 4- ------ ---- --- °�� /S / o0 9 W \ z / A d d'° moo° LO CD o O i . x1017.4 ' x1013-3 - x10252 t_IGI8.9 - - Contour Used For Basement Calculation / / / / PRIMARY m / ri 1025.3 (1007.3) / 5 o5.a � ` / SEPTIC a / - SITE -- i i z\ i x x996.5 �2 o21e, ,1 5 N89° 18'33"W 338.57 987.37 / / / N I -. 1023.4 ° SDP x 1018.1 i 1024.54 LO - --------- --- 005 - - - T OS#2, ---- X .------------------------ U-) SECQNDARY // \I / / z / 'or /^ I �F n I0 1018,38 0 / SEPTIC / a, _417 \01 x1o1 .I 'ol.SyT`�(15) 8.6 6., <992_E. ` SITE i i' _ /�b n �n Ln O o �. O rgci x99 7 v NCO (� BW(12) 011.4 X1004. 'x9e7 s1� ^ o - / o E 710119.733 �0. �QO_ �' - --- - - - - - - - - TCIS O d- L/ �o Side' Setback 1 C oo = #s -� i _ - - ---- -- i O 1 a 1013.02 0-,/O/t, a 20 /0. OS #4 z 1 0 0 i -----=} _-_/0-f o /'nAoO / 2 020 JXr �h_steydr �o/k 2oo " 1003.03 SDP S #11 ALTERNATESEPXTLC o 190 '/ gE i JIzls1019.84`o SITE 'Drainage & U tilit Y Easement 0 oph'/ o o 1\� I - 932-150.0('V' ---- S o w Q 1 x / - \ 50 D X ^, d /r o /0 0 ode # w LO X N OZi i / T 3 1000 7 n - 1�a 1 OS #10----------- 01s 1 0 . O� >e 1018.92 ��' k / �; 02 o c e _ "' o v 986.9 ooh - wonservatior -- ------ i --- g Qo�zr _ a, -` -- �Edge of Wetland as Located By r' Easement e GRONBERG & ASSOCI k l E INC 1014.97 S o O �. -� Per GROk1BERG & A��IHTEC, IIVC. (fl eQ0 a O 1 ., .A �) /S o \V s \�. Ory / los /� I Q BLOCK 2 983.4 O M O o s 6' L ( 1 0 3p .o N 89 52 06 V� 200.00 i FND IP I/2 IN OPEN ° I II /� 1 s��Op� ��i 1 �V / 975.96 DROsq Vgpy City.of-Orono Planning & Zoning Plan Review Site Plan Review Date: to .,L .(3 APPROVED 13 APPROVED WITH REVISIONS (see notes) 'E3 DENIED __ 861lik-LJ) I i Uvj moo/ o 5 ° o A f013.02 0 = OS # �. 00 W 11.3 /p /S �O 1000.78 CO' d�� j J F \ oge e�e� / loe `Proposed OS #7 - / .� ��L-- Well \- 1004.37, 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - X i ^ - O Cwy --- ------- I ---------- / Os loOs.9 - --- 535 --, 5o 1011.83 N89° 18'33"W 301.4377' SDP 9°9.45 r i SURVEY LEGEND Al CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION OO GATE VALVE < GUY WIRE '0� HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND D SURVEY CONTROL POINT 0 LIGHT POLE � POWER POLE OVERHEAD UTILITY SANITARY MANHOLE OT SANITARY CLEANOUT � x972.5 SIGFJ GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE ❑u YARD LIGHT FIELD CREW JD/AT DRAWN BY BDH CHECKED BY DBP DATE 03/11/15 v L_V 1 I fFCD 0.83 / SDP 972.98 I / I OFwnONO SITE PIAN ._GRADING PLAN 0' -APPROVED / ! / 0 APPROVED WITH REVISIONS / / /W I / r 0 DISAPPROVED BY ' / / Lo DATE I Jou tem �� / / o ----- \\ = Drainage & Utility Easement 1 50 i 4- ------ ---- --- °�� /S / o0 9 W \ z / A d d'° moo° LO CD o O i . x1017.4 ' x1013-3 - x10252 t_IGI8.9 - - Contour Used For Basement Calculation / / / / PRIMARY m / ri 1025.3 (1007.3) / 5 o5.a � ` / SEPTIC a / - SITE -- i i z\ i x x996.5 �2 o21e, ,1 5 N89° 18'33"W 338.57 987.37 / / / N I -. 1023.4 ° SDP x 1018.1 i 1024.54 LO - --------- --- 005 - - - T OS#2, ---- X .------------------------ U-) SECQNDARY // \I / / z / 'or /^ I �F n I0 1018,38 0 / SEPTIC / a, _417 \01 x1o1 .I 'ol.SyT`�(15) 8.6 6., <992_E. ` SITE i i' _ /�b n �n Ln O o �. O rgci x99 7 v NCO (� BW(12) 011.4 X1004. 'x9e7 s1� ^ o - / o E 710119.733 �0. �QO_ �' - --- - - - - - - - - TCIS O d- L/ �o Side' Setback 1 C oo = #s -� i _ - - ---- -- i O 1 a 1013.02 0-,/O/t, a 20 /0. OS #4 z 1 0 0 i -----=} _-_/0-f o /'nAoO / 2 020 JXr �h_steydr �o/k 2oo " 1003.03 SDP S #11 ALTERNATESEPXTLC o 190 '/ gE i JIzls1019.84`o SITE 'Drainage & U tilit Y Easement 0 oph'/ o o 1\� I - 932-150.0('V' ---- S o w Q 1 x / - \ 50 D X ^, d /r o /0 0 ode # w LO X N OZi i / T 3 1000 7 n - 1�a 1 OS #10----------- 01s 1 0 . O� >e 1018.92 ��' k / �; 02 o c e _ "' o v 986.9 ooh - wonservatior -- ------ i --- g Qo�zr _ a, -` -- �Edge of Wetland as Located By r' Easement e GRONBERG & ASSOCI k l E INC 1014.97 S o O �. -� Per GROk1BERG & A��IHTEC, IIVC. (fl eQ0 a O 1 ., .A �) /S o \V s \�. Ory / los /� I Q BLOCK 2 983.4 O M O o s 6' L ( 1 0 3p .o N 89 52 06 V� 200.00 i FND IP I/2 IN OPEN ° I II /� 1 s��Op� ��i 1 �V / 975.96 DROsq Vgpy City.of-Orono Planning & Zoning Plan Review Site Plan Review Date: to .,L .(3 APPROVED 13 APPROVED WITH REVISIONS (see notes) 'E3 DENIED __ 861lik-LJ) I i Uvj moo/ o 5 ° o A f013.02 0 = OS # �. 00 W 11.3 /p /S �O 1000.78 CO' d�� j J F \ oge e�e� / loe `Proposed OS #7 - / .� ��L-- Well \- 1004.37, 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - X i ^ - O Cwy --- ------- I ---------- / Os loOs.9 - --- 535 --, 5o 1011.83 N89° 18'33"W 301.4377' SDP 9°9.45 r i SURVEY LEGEND Al A/C UNIT u' CABLE TV PEDESTAL [E] ELECTRIC TRANSFORMER OO ELECTRIC MANHOLE OO ELECTRIC METER (C7' GAS METER CCG GAS VALVE - -°-°- GUARD RAIL D HAND HOLE sa SOIL BORING GAS UNDERGROUND TREE CONIFEROUS OVERHEAD UTILITY TREE DECIDUOUS OT TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL STORM SEWER TRAFFIC SIGNAL u9) UTILITY MANHOLE ❑u UTILITY PEDESTAL `J WELL NO. BY DATE 1 BDH 05/04/15 2 BDH 05/13/15 3 BRV 05/2115 �I BITUMINOUS CTv CABLE TV City Comments CONCRETE CURB -� CONCRETE Proposed First Floor Elevation CONTOUR EXISTING 9so - CONTOUR PROPOSED DT DRAIN TILE Esc ELECTRIC UNDERGROUND -X-X- FENCE --- TO FIBER OPTIC UNDERGROUND -SAS GAS UNDERGROUND oHu OVERHEAD UTILITY 11111111111111114 RAILROAD TRACKS > SANITARY SEWER » STORM SEWER OS #4 = 1003.03 OS #9 = 1014.97 TELEPHONE UNDERGROUND TEL UTi UTILITY UNDERGROUND WATERMAIN 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.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. 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. House Staked in Field City Comments City Comments Proposed Top of Foundation Elevation = 1011.3 Proposed First Floor Elevation Proposed Elevations Proposed Garage Floor Elevation = 1011.0 Proposed Garage Top of Foundation Elevation = 1011.3 Proposed Top of Foundation Elevation = 1011.3 Proposed First Floor Elevation = 1013.3 Proposed Basement Floor Elevation = 1002.6 Setbacks Min. Front Yard Setback = 50' Min. Side Yard Setback = 30' Min. Rear Yard Setback = 50' Offset Irons (elevations are to the top of pipe I OS #1 = 1019.73 OS #6 = 1000.78 OS #2 = 1018.38 OS #7 = 1004.37 OS #3 = 1013.02 OS #8 = 1013.02 OS #4 = 1003.03 OS #9 = 1014.97 OS #5 = 1000.47 OS #10 = 1018.92 OS #11 = 1019.84 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the I ws of the State of Minnesota. Dated this t day of ril, 2015. gvlD c-:��trw�7 David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 Property Description: Lot 3, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota. Address: 100 Kintyre Lane, Orono, MN 55356 Hardcover Lot Area= 136,333 Sq.Ft. House Area = 3,501 Sq.Ft. Stoop Area = 75 Sq.Ft. Screen Porch Area = 222 Sq.Ft. Deck Area = 154 Sq.Ft. Driveway Area = 2,427 Sq.Ft. Total Impervious Surface = 6,379 Sq.Ft. Coverage = 4.7% Basement Calculation Total Perimeter at or Under Existing Contour 1007.3 = 139.90 Lin.Ft. Total Perimeter Over Existing Contour 1007.3 = 121.70 Lin.Ft. Total Perimeter = 261.6 Lin.Ft. Total Percentage Below Existing Contour 1007.3 = 53.3% TWP.117 - RGE.23 - SEC.06 HENNEPIN COUNTY SATHRE-BERGQUIST, INC. ORONO, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA NORM Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 SCALE IN FEET CERTIFICATE OF SURVEY PREPARED FOR: GONYEA HOMES RECEIVED MAY 26 2015 CITY OF ORONO FILE NO. 31202-256 1 1 loo kin�rc Lgnc. 2015- 00513 New by-,