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0 <br />1 <br />I i <br />FND987.3 987.0IF 2499 ' 8° 14700 <br />987 N 00° 13' 30"W 458.76 <br />_ <br />976.4 <br />�- 0 60.00 -� z x956.2 <br />X 956.6 <br />/ <br />1� `\\�� / O ttt / ,, 962.!9 <br />x95\ / <br />-�_X957 - <br />x 969.4 1 *1J57,T <br />e� \ o� ! n y' a - �b�0/'_.55 E 45.45 i x 959.5 <br />PCL �PSEM ` JFF4,� 5 60- / <br />x 957.6/ rn <br />x 959. r4 <br />x9 \ moi' / �00% _ I 96 i.6 - <br />96 .6 I `Jr t ` / x 959.2 `� 96 0 �`y� /P� m - 6+362 X 9622 <br />I 1 1 / / to <br />r 4- <br />I I - <br />960.7 x // � - �- 6 . <br />En <br />97k I i / __��\ \ ���,'�� x 964.8 m x 964.8 8 -t r' 964.0 <br />I Ln <br />- - -'_ L N <br />960-8 x f A' 966.1 m x 96E� 3t _ -ABCs <br />1 <br />967.5 ' I rn O <br />/ �• / ' I 1 I y�6/� ' \ I / x 960.8 F - _ 96$_ - �� l� x 966.9 <br />965.0 ` x/961.6 \ / 961.3 x r �/ 968 3 x 968.5 m (-0 Eg <br />/�/ =o/ <br />Cb 9613 <br />` / / / Y o�6��6 Q 970 m 969.3 x o - �g <br />x 961.2 �� �// / / x' - - MAP 18" I � L.v <br />x47.1 � � /I J� � I I 1x967.6 � � / / � � / 01 � m 71.1 � <br />x 1006. lo <br />x 969.1 / / a Vic: 971.6 <br />/ °(1/ f I I I 40.0 `� ! N?St o ` N2�° i 195 i J ! O�'�� /O�t,C'� _ AP 8" 9 Sf ? � I rn x 970.2 <br />I 1 ¢S� �5t�, r. 961.3 \ /� ` .rL / - - <br />\� ( ^/ ' ' I ` \ ? V x 91.3 x.8 't �/ ©� 9 4 12 <br />mMAP I OS <br />x , F / (p r % S m 72.25 g <br />n x 965.0 9.8, PC\ \ �tk \aj 9 97$ 97 2 M <br />962.3 �. Io O <br />1 / + 1 „f �- <br />V � ` !� \ ` ' oro k, (� fl N 9�4+ a N <br />X , Y j I / / ( x 975.2 , , \ \ 962.5 x \ \ x 961.4 962. ��5 P? uP� �� �P� �h 974.4 <br />\ 1 9 0.9 / { \ ' �x 967.6 \ \ \\ \ - / �� cD .� / �. �y �G k �Q ` �, _ _ i <br />` ) r I I ` 1 9 \ - �j� 963.9 tom` o d p �A ��i G Ol` ^ i 973. <br />V 100.4 1 \ \ 10 0 624`Q�` 962\a� i 0 Ilk `���c�� O r'� MAP 14" 1 o <br />j % % \ \ h^ N/ - ;(/�} - -�'°35 <br />10 , ' "o 'o �5 gP /p�Q� s7ss y - -976 <br />13LO K � tP �� ` � \ � .� � `� ¢� -- �J- �29 x� / � #1 �`<v o", � F, �o � � ,�1`7� ���� x 9; <br />\ ,-- <br />48�� ; 463.00 ss. 7 v 9 <br />I, I \ x 965.8$7. - 7 'L oG b M kl <br />I I I I x 823 \ \� u� \ C' 2 h / C Oc 7 <br />I ` x 975.8 \. / \ \ i t u� ^ �� rn cr�0',. S� A�9 �'�`t�x� i'_�1 9.7 1 = --978 <br />6 / 7.5 x 977.6 <br />x 964.9 x 9�jr. �� �b� c� �0 <br />I I /--966-_ <br />arm <br />� ` S��9�5. �1� i <br />\ \ Tt - - _ x 979.6 <br />X65 4- 5-� S + ' 1818 \ eSe + 18S1_ <br />I v_ - - s' _ <br />1 \ 1 \ \ �68� O �eSe _�89 ��838 t8S8 �&S X18 x 97 .4 978.9 x 79-9-'I <br />j x 988.7 _ "as �e �p 98 <br />/ 1 x 84.3 \ x 95.7 \� �g - '� � O �� \ / x 9 .0 1 2 <br />\ } \ \ \ gyp_ \ - cQ \ �/ N - O 982.8 x <br />/ I ' x372. i '--� 1'c1� . �- S#� 1` N >, <br />1 \ \ -972-Z^ x r 9 357 197J3 !`� <br />! �\ Q ^ �-� -�=- 4`9 7.i $l - x 961.6 ( O �7 5 \ trn sg /x 981.0 FiP 4034 82-8 <br />\.E 9 981.8 4 <br />g � t� C 1 a9 j Cj ': <br />x x 80.9 <br />% / // ! 1 I \ \ \ LOT 7 x976.9 - -97_-��1`'---s�~`iFEN/ ao 11 <br />/ _� I I ` \ \ \ \_ �97� _ \ ` l \ 1� .8 8826 g <br />/ x 999.5 ; I l \ 97g_ _ � 0� - /� \ h 75.6 1 $� 1 6,0 <br />/ x p06.0 \ --980- x 979.2 ` ` _ -- - y0 _ <br />x 0{0.3 �� ` 24992 / ( \98\ \ `` _-982--'� / _ 11 977.4 `� -- - x 9 7.6 978.1 <br />\ 45 \ 1P ( \ \ \ , x 977.2 - -- -- _. - x 976.9 / RO�RPNCE <br />996.C x 993.4 \ \ \ - <br />A \A� 8-5-.6,3 <br />n ^.� n <br />x / \ �\ \ i �J8 \ x 983.3 / \ INV=x 978.5 x 978.9 `� / I - i 1�-4 '`t YY-��. 980.2. a�r,Q L�.o <br />^ I Jl ' 9 9 / ` \ \ �9 - __---- - 78. J 979.0: O� <br />o / \0061 d / \\ 88\ \ i 1 / 78.4 _-� 0 <br />ob <br />4.4 v , �-/ %_ ((I i �° x 987.4". x 9$ i L�$2 I l; o BAY SIDE TRA ,��52� �9 / <br />TO 00 O O� Off/ -� x 999.4 IR \ x 989.2 \ g8h x 98� �. \ J�-` -- ' ---- _- �- - --- _- G� G/ <br />999.7 w 9 <br />l 0 \ x 4.3 \ I a�, Dig �O� <br />100 a \ c' R' r° <br />x 991.8 / 976.6 <br />\ \ , f �, x 984.3 \ GB�N/\G i FI�4 976.7 <br />V J/ <br />N\9130-3"\, / <br />1 � i x 986.9 <br />\ <br />Op>4\ \� \ \ \ x 100 1 / _ x 989.0 - �gg3 \ / ! I 82L_ <br />x�g2.0 <br />� 2 <br />/ <br />100 280.14 . I x <br />995.1 <br />A=650,31'28" \ STORMWATER / <br />-Q---__ -- <br />\ POND <br />_00NWL 975 <br />.0 <br />CBRS207'34"W HWL 976.75 <br />_-C=265.1 / <br />/ <br />I n -r <br />L_V I 5 <br />DESCRIPTION OF PROPERTY SURVEYED <br />Lot 1, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, Hennepin County, Minnesota <br />1. Site Address: 100 Bayside Trail, Orono, Minnesota 55359 <br />2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow <br />flooding where average depths are less than 1 foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than 1 square mile, or <br />areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in <br />these zones.) per Flood Insurance Rate Map, Community Panel No. 27053CO285E, effective date of September 2nd, 2004. <br />3. Parcel Area Information: Gross Area: 162,909 s.f. - 3.740 acres <br />Wet Area: 30,189 s.f. 0.693 acres <br />Net Area: 132,720 s.f. - 3.047 acres. <br />4. Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEGN which has an elevation of 100 1. 173 feet (NAVD88). <br />5. Zoning Information: The current Zoning for the subject property is RR -1B (One Family Residential District) per the City of Orono's zoning map dated March <br />2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the city of Orono found on their web site on the date of <br />June 17th, 2016 and are as follows: <br />Principal Structure Setbacks - Front: 50 feet (Bayside Trail) <br />Side: 30 feet <br />Rear: 50 feet <br />Height: 30 feet <br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they <br />are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this <br />site. <br />6. Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject <br />property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the <br />mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify <br />Gopher State One Call at least 48 hours in advance at 651/454-0002. <br />7. Landscaping to be completed by MT Carpenter Landscape. <br />Hardcover <br />House Area = 3,898 Sq.Ft. <br />Driveway Area= 1,641 Sq.Ft. <br />Patio Area = 576 Sq.Ft. <br />Sidewalk Area = 265 Sq.Ft. <br />Total Impervious Surface = 6,380 Sq.Ft. <br />Total Coverage = 3.92% <br />Development Plan Data - WO <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />LOSSES <br />LEGALLY RESPONSIBLE FOR DAMAGES USE. <br />RESULTING FROM ILLEGITIMATE USE, <br />SURVEY LEGEND <br />Proposed Garage Floor Elevation <br />= 982.0 <br />CAST IRON MONUMENT <br />Proposed Basement Floor Elevation <br />= 973.6 <br />J <br />Proposed Elevations <br />CATCH BASIN <br />Asbufft Elevations <br />Proposed Garage Floor Elevation <br />= 984.6 <br />Proposed Garage Floor Elev., <br />Proposed Lower Garage Elevation <br />= 973.6 <br />Proposed Lower Garage Elei <br />Proposed Top of Foundation Elevation <br />= 984.9 <br />Proposed Top of Foundation <br />Proposed Basement Floor Elevation <br />= 974.6 <br />Proposed Basement Floor EI <br />Proposed First Floor Elevation <br />= 985.0 <br />N <br />Offset Irons <br />(elevations are to the top of pipet <br />OS #1 = 969.57 OS #2 = 969.76 <br />OS #4 = 973.57 OS #3 = 972.25 <br />= 984.2+ 0.33= 984.5 (Not Poured) <br />= 973.5 <br />= 984.2 <br />= 974.5 <br />REC jVto <br />OCT U 4 2016 <br />CITY OF ORONO <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />30 15 0 15 30 60 <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />LOSSES <br />LEGALLY RESPONSIBLE FOR DAMAGES USE. <br />RESULTING FROM ILLEGITIMATE USE, <br />SURVEY LEGEND <br />scIf-VL E 1N FEET <br />SO <br />RL <br />��Hennepin <br />SATH RE-BERGQUIST INC. <br />1 m f <br />CAST IRON MONUMENT <br />aslx In[ na <br />A/C UNIT <br />J <br />( <br />CATCH BASIN <br />© <br />tb Ei CU' <br />sss- BUILDING SETBACK LINE <br />FLARED END SECTION <br />❑E <br />ELECTRIC TRANSFORMER <br />c -v CABLE TV <br />05-31-16 <br />C <br />OO <br />ELECTRIC MANHOLE <br />CONCRETE CURB <br />GUY WIRE <br />N <br />N <br />o <br />CONCRETE <br />��r <br />*s IJ = <br />=5 <br />s• <br />© <br />I <br />T <br />-_ 960 _ CONTOUR EXISTING <br />C1 <br />SURVEY MONUMENT SET <br />\f <br />GAS VALVE <br />Y <br />S <br />A <br />SURVEY MONUMENT FOUND <br />w6 <br />K11M <br />I�L^a <br />DT DRAIN TILE <br />A <br />P <br />L <br />HAND HOLE <br />z�,�3. <br />LIGHT POLE <br />SOIL BORING <br />x X- FENCE <br />wo <br />POWER POLE <br />TREE CONIFEROUS <br />FO FIBER OPTIC UNDERGROUND <br />SANITARY MANHOLE <br />= 984.2+ 0.33= 984.5 (Not Poured) <br />= 973.5 <br />= 984.2 <br />= 974.5 <br />REC jVto <br />OCT U 4 2016 <br />CITY OF ORONO <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />30 15 0 15 30 60 <br />FIELD CREW NO. BY DATE REVISION <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />LOSSES <br />LEGALLY RESPONSIBLE FOR DAMAGES USE. <br />RESULTING FROM ILLEGITIMATE USE, <br />SURVEY LEGEND <br />scIf-VL E 1N FEET <br />SO <br />RL <br />��Hennepin <br />SATH RE-BERGQUIST INC. <br />1 m f <br />CAST IRON MONUMENT <br />® <br />A/C UNIT <br />BITUMINOUS <br />( <br />CATCH BASIN <br />© <br />CABLE TV PEDESTAL <br />sss- BUILDING SETBACK LINE <br />FLARED END SECTION <br />❑E <br />ELECTRIC TRANSFORMER <br />c -v CABLE TV <br />05-31-16 <br />GATE VALVE <br />OO <br />ELECTRIC MANHOLE <br />CONCRETE CURB <br />GUY WIRE <br />EO <br />ELECTRIC METER <br />CONCRETE <br />HYDRANT <br />© <br />GAS METER <br />-_ 960 _ CONTOUR EXISTING <br />C1 <br />SURVEY MONUMENT SET <br />© <br />GAS VALVE <br />9sp _ CONTOUR PROPOSED <br />/+ <br />SURVEY MONUMENT FOUND <br />w6 <br />WETLAND BUFFER POST <br />DT DRAIN TILE <br />SURVEY CONTROL POINT <br />HAND HOLE <br />--- Esc ELECTRIC UNDERGROUND <br />LIGHT POLE <br />SOIL BORING <br />x X- FENCE <br />POWER POLE <br />TREE CONIFEROUS <br />FO FIBER OPTIC UNDERGROUND <br />SANITARY MANHOLE <br />; <br />TREE DECIDUOUS <br />-- GAS GAS UNDERGROUND <br />SANITARY CLEANOUT <br />OO <br />TELEPHONE MANHOLE <br />°"U OVERHEAD UTILITY <br />SIGN <br />CO <br />TELEPHONE PEDESTAL <br />- - - - - - - - - - SILT FENCE <br />GROUND ELEVATION <br />TRAFFIC SIGNAL <br />-- _-' -- -- SANITARY SEWER <br />977.5 <br />FOUNDATION ASBUILT ELEVATION <br />OO <br />UTILITY MANHOLE <br />-" - STORM SEWER <br />' - <br />TEL TELEPHONE UNDERGROUND <br />STORM DRAIN <br />© <br />UTILITY PEDESTAL <br />STORM MANHOLE <br />WELL <br />UTA UTILITY UNDERGROUND <br />- - J WATERMAIN <br />FIELD CREW NO. BY DATE REVISION <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />LOSSES <br />LEGALLY RESPONSIBLE FOR DAMAGES USE. <br />RESULTING FROM ILLEGITIMATE USE, <br />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 <br />Land Surveyor under the laws of the State of Minnesota. <br />y <br />Dated this 20th ay of June, 6. <br />, <br />David B. Pemberton PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />� FtS <br />_ <br />W <br />p <br />N <br />' <br />Cti <br />ESS <br />SO <br />RL <br />��Hennepin <br />SATH RE-BERGQUIST INC. <br />1 m f <br />TWP.117 - RGE.21- SEC.06 <br />CERTIFICATE O F SURVEY <br />FOUNDATION ASBUILT <br />PREPARED FOR. <br />WEST BAY HOMES <br />FILE NO. <br />95325-007 <br />CT SR 1 EMW 7/5/2016 HARDCOVER WORKSHEET <br />PfOJ@Ct City: C,i�fOt10 <br />DRAWN 2 EMW 7/21/2016 REVISED DRIVEWAY <br />CO+Inty <br />EMW 3 EMW 8/5/2016 ADDED PATIO <br />CHECKED 4 EMW 10/1/2016 FOUNDATION ASBUILT <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />�� <br />Q� P <br />pgp <br />DATE <br />05-31-16 <br />1co mysicu Ira( l <br />2p 7p(P <br />Fou !iron As - 8u, I4- <br />