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i <br />i._U i <br />I <br />Lot .� t � <br />Lot <br />- ? <br />1 <br />odw1 <br />C <br />i <br />Lakevew P \ <br />--___ - -- � 2ark-way <br />975.7 <br />ss4° 4.,E <br />---._..._ 82.41 <br />`------_._ 975.6 / <br />x 974.4 I X5.3 2 <br />93.2 P M - J �H75 3 975. 75-7", <br />5 97 .0 O <br />X76 2 - 1 974 9 '� \ S0 / 5 <br />-3 xoT . t `-97¢ 74.5 <br />/ <br />096 -� -L x 9 3 /\ \ t 973--�_ \� 9�A_ \97y 974.3 \ <br />- \ <br />/ t ��� 970�Q \I 972.7 <br />`'r7. 69 4 all 71. « �x 971.` <br />/ P 973.9 <br />a / 970. 1 fl� 1 72-34< % /\ <br />965 / 3 e . / 69.5 1 I z 972.1 B / / \9 <br />9 6. 1 3 .3 o971.4 <br />/ 4. � 9 9.0�/ � 971.4 <br />96A x 0.8 WELL J 972.3 h / / . 972.3 \ ��� �° <br />972.2 972.1 , / 9j 973.3 / CP <br />SBL 9J? i9 \ x 971 �973� \ �� tSs �. <br />' a ( 1 9> �4 72.4 _"\° g�4 \ .O �0 <br />972.6 S <br />$ x973.4 <br />\ 9� <br />/ x <br />V18 . 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Site /x 9 .8. 1 \ O 975.5 _9-6Z8_ <br />- - �\ 968.2 <br />960 . % / <br />948'��6 .3--SY2.0 / 973. \ 7�' 19 9'" LT/ 96 8 <br />/ \ \ J �4�j� � 50 C; I <br />rx 972.2 <br />-912 <br />^1� <br />x 972.7 / \ /968. 96 <br />- a ' 3 <br />x 972.2 / \ -� / 0 ! <br />�- x 967.5 V- <br />I - - - 89 °24'07'E 289.57 -i - 2 / 'rt <br />% m '->I 973.0 <br />N <br />x/.ro <br />1 966.8 w I O <br />Septic / / / ! 0 <br />�/� ®� ' Site \ ' i / �� - / Z -_ % / H&5 966. 96LI r <br />- - -- m" 3 971.8 <br />Lot 3 i /r / 91 968.6 <br />off' 9�3 !91 CO 966/ 965.7 1 T <br />\ et , L �T / X9965 �_ i` / \ � 966.9 // <br />m� Block 2 ' I �e�'�'� j v // //� j %9996 _ ILS 9s 5 x 965.7 V I t <br />1 L_v <br />/1 e 5 0 � //961 \\� <br />96 <br />m 1.--- e� /// ��/�9557959 \X x / <br />�j 956.7 ` ` 05 \ \ 8 C <br />�BIOFILTRATIO \ \ \ ` 965.2 966.7 <br />.h h \\\ <br />BASIN IO 1 <br />BOl`TOM= 957.0 6 / <br />�II H W� 959.9 <br />I <br />65)8 ) ) 957.8 \ <br />N5.2 ) /-J9 U <br />� / J / 958.1 59.0// <br />/ y / �. <br />64.7 966.8 <br />tV / -I- 15- <br />�I BSBL BSBL BSBL//i <br />/ BSBL BSBL i <br />964.2- <br />_ 966.5 <br />953.9 <br />/ o �N61 2 <br />9G9.7� <br />965.3 \ <br />J / ' �/f _� <br />966.1 <br />------ ------ 17.1--1 <br />o <br />943.4 --154.45-- \ ( - r ?- -T] 965.8 <br />N88° <br />' 1'7' E E D <br />CITY OF ORONO <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. The contractor shall <br />determine the exact location of any and all existing utilities before commencing work. He agrees <br />to be fully responsible for any and all damages arising out of his failure to exactly locate and <br />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 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 />Proposed Elevations <br />Proposed Garage Floor Elevation = 972.7 <br />Proposed Top of Foundation Elevation = 973.0 <br />Proposed Basement Floor Elevation = 964.3 <br />Setbacks <br />Min. Front Yard Setback = 50' <br />Min. Side Yard Setback = 30', 50' Adjacent to Street <br />Min. Rear Yard Setback = 50' <br />Hardcover -Tier 3 <br />Lot Area = 90,254 Sq.Ft. <br />House Area = 2,952 Sq.Ft. <br />Stoop Area = 168 Sq.Ft. <br />Deck Area = 339 Sq.Ft. <br />Patio Area= 275 Sq.Ft. <br />Retaining Wall= 43 Sq.Ft. <br />Concrete Area = 1,725 Sq.Ft, <br />Total Impervious Surface = 5,502 Sq.Ft. <br />Total Impervious Coverage = 6.10% <br />Basement Cakulation <br />Total Perimeter at or Under Existing Contour 969.0 = 112.9 Lin.Ft. <br />To Perimeter Over Existing Contour 969.0 = 99.1 Lin.Ft. <br />Total Perimeter = 212.0 Lin.Ft. <br />Total Percentage At or Below Existing Contour 969.0 = 53.3% <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation = 972.7 <br />Asbuilt Top of Foundation Elevation = 973.0 <br />Asbuilt Basement Floor Elevation = 964.5 <br />Asbuilt First Floor Elevation = 874.9 <br />I hereby certify that this is a true and correct representation of a survey of the <br />boundaries of: <br />Lot 3, Block 2, LAKEVIEW OF ORONO, 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 any, <br />from or on said land, as surveyed by me this 21 st day of September, 2015. <br />A�itD <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />05 33 W 224.78 _15-7-06 _ -, x 466 )K 965 SURVEY LEGEND <br />O ' (�, �_ �' CAST IRON MONUMENT ❑A A/C UNIT BITUMINOUS <br />LO \�I\0)4.9 3 961.0 I CATCH BASIN © CABLE TV PEDESTAL BSBL BUILDING SETBACK LINE <br />West Branch Roadg64.6 < FLARED END SECTION D ELECTRIC TRANSFORMER CTV CABLE TV <br />?: <br />GATE VALVE OO ELECTRIC MANHOLE <br />v i `` CONCRETE CURB <br />x 963.8 < GUY WIRE OO ELECTRIC METER CONCRETE <br />3, HYDRANT © GAS METER - -960 _ CONTOUR EXISTING <br />NI/4 OF SEC 7 C SURVEY MONUMENT SET © GAS VALVE CONTOUR PROPOSED0 SURVEY MONUMENT FOUND °-° GUARD RAIL DT DRAIN TILE <br />Centerline of West Branch Road----' - - <br />(Per Plat of LAKEVIEW OF ORONO) f'. SURVEY CONTROL POINT H HAND HOLE ELC ELECTRIC UNDERGROUND <br />-�'----r._._ \ <br />LIGHT POLE � SOIL BORING -X-x- FENCE <br />_ <br />POWER POLE TREE CONIFEROUS <br />FO FIBER OPTIC UNDERGROUND <br />- \ C SANITARY MANHOLE TREE DECIDUOUS Cis GAS UNDERGROUND <br />Q SANITARY CLEANOUT OO TELEPHONE MANHOLE 0HU OVERHEAD UTILITY <br />\ , <br />SIGN <br />M <br />TELEPHONE PEDESTAL <br />I I I I "" " H RAILROAD TRACKS <br />--- __� \\ - <br />GROUND ELEVATION <br />(Y-- <br />TRAFFIC SIGNAL <br />> SANITARY SEWER <br />CT <br />STORM DRAIN <br />OO <br />UTILITY MANHOLE <br />STORM SEWER <br />STORM MANHOLE <br />M <br />UTILITY PEDESTAL <br />TEL TELEPHONE UNDERGROUND <br />� <br />YARD LIGHT <br />® <br />WELL <br />L <br />UTILITY UNDERGROUND <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY <br />PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />=� a <br />SAT H R E -BERGQUIST, INC. <br />Hennepin County <br />I WATERMAIN <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />REVISION <br />I <br />TWP.117 - R E.23 - SEC.07 <br />FILE NO. <br />CT <br />1 <br />BRV <br />12/7/2015 <br />REVISED SURVEY PER CITY COMMENTS <br />\����S s�RL�� <br />Project City: ®/ono <br />CERTIFICATE OF SURVEY <br />DRAWN <br />2 <br />BRV <br />12/8/2015 <br />STAKED HOUSE IN FIELD <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY <br />PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />=� a <br />SAT H R E -BERGQUIST, INC. <br />Hennepin County <br />31202-289 <br />BDH <br />3 <br />BRV <br />12!9/2015 <br />LANDSCAPE PLAN AND UPDATED HARDCOVER <br />(SII <br />CHECKED <br />4 <br />BRV <br />1212912015 <br />FOUNDATIONASBUILT <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL <br />RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY <br />m , i 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />795 Lakeview <br />PREPARED FOR. <br />1 <br />DBP <br />5 <br />BRV <br />4/7/2016 <br />REVISED SURVEY PER CITY COMMENTS <br />RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. <br />N11 <br />CFR <br />G O N Y EA HOMES <br />DATE <br />6 <br />BRV <br />5/2/2016 <br />REVISED SURVEY PER CITY COMMENTSParkway <br />S P LP�� <br />09/02/15 <br />7 <br />EMW <br />6/29/2016 <br />ASBUILT <br />Tc5 L,0-Wlt✓ Parkway <br />Su rv-e� <br />