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982.3) o n Side Setback 9Jg 2 i SOP <br />SOP ( N89 46 30 E 257.35 ( ) 33 <br />959. <br />I 981.72 E �� _ <br />N 0_ 980.0 124.17 <br />LOi <br />!0 ' Proposed Silt Fence I I j <br />x 97 I o < W I 10 <br />oO�O� x980.6 x979.0 <br />l�% I Side Setback <br />CI - x9723 p�- -x972.7 <br />N <br />x OS #2 SDP <br />981.6 U 978. I 976.01 I 959.24 \, <br />'y - <br />n � <br />983.7 xi <br />s8 Proposed_ \�O I jj9 8 I \ X90 <br />49 Well / / - i x966.1 <br />\ 985.0 <br />A <br />��O <br />' 1/i� i'V x g jGG <br />/ xa17 4 <br />( o <br />SDP x 98P.9 <br />984.90 / \ \ j % 00 <br />�I <br />�� a 0 <br />x.98Q1 <br />98 `, <br />.3..5 x <br />Q0 <br />o y i <br />sow �� 9, <br />\ / o SS { %/ SET REFIMON <br />x 985.5 S V SOS V� �' V'.9. x 968.9 I x ° Block 1 957.07 <br />905. <br />x 9829 . g �j <br />I ( SET REF MON <br />956.80 <br />I 986 4 0. s cD 1 OS #3 <br />N o s 0970.73 <br />175.7 <br />oQ - - - - - - - - - - <br />o o� .v - - <br />vh' xsn 0 - <br />I <br />X yt43 <br />9� ��5�� �� <br />�� �. x920.4 I Lot 2 <br />x986.1 / 0) I <br />\4D 4D <br />\ /r ` <br />C�OS #1 <br />s y I <br />�s 80 <br />�\ <br />987.10 x 968.0 I <br />I (983.6\) 986.0 . 80 <br />610 <br />,.� 0 �o <br />o'R, <br />31, -x5 /fe � 1 <br />/ <br />4"y/ �� l <br />r' \ co O <br />f <br />4 6 <br />872�p�� / o <br />� o <br />/ / <br />\ 975 �� <br />U, <br />978.8 <br />V ; <br />X98 .5 , 0 <br />Cp <br />`h-10 <br />d�V / <br />v�✓"� �Q\ Zc� <br />/ I-- co I F-----50----.C.L976.1 o <br />52 <br />� z T`9�8.a Propose <br />d <br />r4WCTanks J4.W <br />9 Q<o _ Proposed m <br />Lift Station <br />s sement <br />x987.9 ...s.�-'�'. �-.�! .t x979.1 <br />lr! n 1 <br />CITY of,'ORONO <br />N �G PLANBRADIN <br />SITE PLAN ' <br />❑ APPROVED \ ! <br />PPROVED WITH REVISIONS <br />13DISAP OVED , , !\ <br />DATE <br />PRIMARY <br />! <br />SITE <br />SECONDARY <br />SITE <br />CS <br />I °o <br />\ ' Rear Setback w <br />\ _ ' <br />5� 0 <br />- - <br />S89'53'22 "E 148_82 z II <br />City of Orono <br />Planning & Zoning Plan Review <br />i'\Site Plan Review Date: " 2- <br />" <br />PPROVED <br />p APPROVED WITH MVISIONSsee notes <br />© DE"I D { <br />Ln <br />t� 00� � I <br />10 <br />t <br />i <br />FND IS I" SOLID <br />- <br />`� FND IP 40344 <br />995.42 (996.2) <br />! <br />N89053'22"W 283.94 <br />FIELD CREW NO. <br />BY <br />DATE <br />I 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 />INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING <br />FROM ILLEGITIMATE USE. <br />CL/CT 1 <br />BDH <br />05/01/15 <br />Revised Address <br />DRAWN BY - - 2 <br />- <br />BRV- <br />--- <br />05/20/15 <br />----- <br />Revisions Per Cit <br />BDH <br />--- <br />---- <br />----- <br />----- -Comments- <br />----- <br />CHECKED BY <br />-------------- <br />`-QD <br />POWER POLE <br />---------------------------- <br />DBP <br />-------- <br />Q <br />----- <br />--------------------------SATHRE-BERGQUIST, <br />DATE <br />--- <br />---- <br />----- <br />----------------------------- <br />04/30/15 <br />IST <br />STORM MANHOLE <br />---------------------------- <br />�s sv <br />20 10 0 10 20 40 <br />SCALE IN FEET w � <br />s P � <br />969.88 <br />(969.7) <br />SATHRE-S RGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />TWPA 17 - RGE.23 - SEC.06 <br />HENNEPIN COUNTY <br />200 Bayside Trail, <br />Orono, <br />Minnesota <br />ORONO COPY. <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. The contractor <br />shall determine the exact location of any and all existing utilities before commencing <br />work. He agrees to be fully responsible for any and all damages arising out of his <br />failure to exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be used as <br />benchmarks. <br />4.) A title opinion was not furnished to the surveyor. <br />5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. <br />Development Plan Data - WO <br />Proposed Garage Floor Elevation <br />CAST IRON MONUMENT <br />® <br />CATCH BASIN <br />Q <br />FLARED END SECTION <br />M <br />GATE VALVE <br />< <br />GUY WIRE <br />`l0' <br />HYDRANT <br />O <br />IRON PIPE SET <br />• <br />IRON PIPE FOUND <br />Min. Side Yard Setback = 30', 50' If Street <br />LIGHT POLE <br />`-QD <br />POWER POLE <br />Hardcover <br />SANITARY MANHOLE <br />Q <br />SANITARY CLEANOUT <br />House Area = 2,902 Sq.Ft. <br />SIGN <br />x972.5 <br />GROUND ELEVATION <br />0 <br />STORM DRAIN <br />IST <br />STORM MANHOLE <br />0' <br />YARD LIGHT <br />TWPA 17 - RGE.23 - SEC.06 <br />HENNEPIN COUNTY <br />200 Bayside Trail, <br />Orono, <br />Minnesota <br />ORONO COPY. <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. The contractor <br />shall determine the exact location of any and all existing utilities before commencing <br />work. He agrees to be fully responsible for any and all damages arising out of his <br />failure to exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be used as <br />benchmarks. <br />4.) A title opinion was not furnished to the surveyor. <br />5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. <br />Development Plan Data - WO <br />Proposed Garage Floor Elevation <br />= 981.0 <br />Proposed Basement Floor Elevation <br />= 972.6 <br />Proposed Elevations <br />ELECTRIC TRANSFORMER <br />Proposed Garage Floor Elevation <br />= 983.4 <br />Proposed Top of Foundation Elevation <br />= 983.7 <br />Proposed Basement Floor Elevation <br />= 975.0 <br />Setbacks <br />GAS VALVE <br />Min. Front Yard Setback = 50' <br />GUARD RAIL <br />Min. Side Yard Setback = 30', 50' If Street <br />HAND HOLE <br />Min. Rear Yard Setback = 50' <br />SOIL BORING <br />Hardcover <br />TREE CONIFEROUS <br />Lot Area = 98,631 Sq. Ft. <br />TREE DECIDUOUS <br />House Area = 2,902 Sq.Ft. <br />TELEPHONE MANHOLE <br />Stoop Area = 138 Sq.Ft. <br />TELEPHONE PEDESTAL <br />Screen Porch Area = 210 Sq.Ft. <br />TRAFFIC SIGNAL <br />Deck Area = 242 Sq.Ft. <br />UTILITY MANHOLE <br />Concrete Area = 3,136 Sq.Ft. <br />UTILITY PEDESTAL <br />Total Impervious Surface = 6,628 Sq.Ft. <br />Total Coverage = 6.7% <br />Offset Irons <br />(elevations are to the top of pipet <br />OS #1 = 987.10 OS #2 = 976.01 <br />OS #4 = 983.52 OS #3 = 970.73 <br />I hereby certify that this is a true and correct representation of a survey of the <br />boundaries of: <br />Lot 2, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, <br />Hennepin County, Minnesota, <br />and the location of all buildings, if any, thereon, and all visible encroachments, if <br />any, from or on said land, as surveyed by me this 30th day of April, 2015. <br />---A W <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />SURVEY LEGEND <br />Ci <br />ASC UNIT <br />I] <br />CABLE TV PEDESTAL <br />IF -1 <br />ELECTRIC TRANSFORMER <br />EO <br />ELECTRIC MANHOLE <br />OO <br />ELECTRIC METER <br />© <br />GAS METER <br />© <br />GAS VALVE <br />x x <br />GUARD RAIL <br />FRI <br />HAND HOLE <br />E <br />SOIL BORING <br />oHu <br />TREE CONIFEROUS <br />TREE DECIDUOUS <br />OT <br />TELEPHONE MANHOLE <br />0 <br />TELEPHONE PEDESTAL <br />TEL <br />TRAFFIC SIGNAL <br />OL <br />UTILITY MANHOLE <br />UTILITY PEDESTAL <br />BITUMINOUS <br />CT' <br />- CABLE TV <br />CONCRETE CURB <br />CONCRETE <br />CONTOUR EXISTING <br />CONTOUR PROPOSED <br />-- [IT <br />DRAIN TILE <br />- LLC <br />ELECTRIC UNDERGROUND <br />x x <br />FENCE <br />Fa - <br />FIBER OPTIC UNDERGROUND <br />GAS- <br />GAS UNDERGROUND <br />oHu <br />OVERHEAD UTILITY <br />RAILROAD TRACKS <br />SANITARY SEWER <br />» <br />STORM SEWER <br />TEL <br />TELEPHONE UNDERGROUND <br />LTL <br />UTILITY UNDERGROUND <br />WATERMAIN <br />RECEIVEgE RTI F I CATE OF SURVEY <br />PREPARED FOR: <br />MAY 2015 GONYEA HOMES <br />CITY OF ORONO <br />FILE NO. <br />31202-265-001 <br />1 / <br />1 <br />26�l, ft dt Tmtt <br />2415 - M 6+2. <br />N eW wfte & <br />