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/ <br />LAN�SOAPe � <br />r <br />958.0 <br />I <br />\ \S � '`0 96 <br />\96 \ \ \ \ 2X <br />/ 9A- <br />> <br />6 <br />/ ,51�\ <br />\ \ \ \ \ \ \ \ \ 90 <br />N, \ \ C <br />\ O°%� x 981.1 <br />9825JX <br />-VIA <br />�°r�\��\ \ \ \ \ \ \> `\ <br />L� \ \ \ \ <br />\ \ \ \ <br />rn 84.0 F S x \ \ <br />SF\ \982\3, <br />X <br />985.9r <br />\\ \ \ \ \\ \�96 <br />kLJ <br />_a l \ - �RoT \ BLOCK 3 <br />00 \ <br />JX l 761a \LOT <br />x 989.0 \ A982\ \ \ \ \ \ \ <br />\� x984.5 / I \ \ \ \ \ \ \ <br />\ \SEPTICI SITE \9�� \\ \ \ \ \ \ \ \ \ <br />/ x 98 _/TREE FENCE \ \ \ \ \ \ \ <br />63 <br />989.2\ \ \ <br />x 982.9 <br />/ �9a <br />ioJk <br />9g6 / x 986.4 / x 98514 7. <br />SEPTIC SITE \ \ \ \ \ \ \ \�1 <br />� <br />\ 9 - <br />Cl\x 967.4 <br />/ <br />(9,95 5),r ��6.0 \ I \ I \ � <br />6' I I ` _ - / x 986.9 \ 5 ro" \ \ \ <br />OS#3 I 0986. 1985 1\1 `�6».2 �86 / \ �j1 \> 6\ <br />9Sg \ 9$6.40 986 <br />/ \ �\ <br />/ x 988.5 �js#2 0 986.0) H P.�g86 �)X \\�\ R E FENCES �-� <br />/ l k86. 6 k �,�`>;�. c9�J <br />` X �l x 977.8 <br />5, x'986 5 1 / / S \ \ / <br />/ NC14 j� cFERAGE i �s AQ <br />i984- <br />98 .5 �o�86.g ;43 OOPOSE� �06Q.0 `^off 'L� os 5 f� / <br />,9 201S o `�2.0 �� o N9 IAKE�IFWOKONT N 9�� 983.77 <br />CD <br />/ �� � i ; 9 2p'� of c?R Cl COURT c0 � f / x <br />990.4\ \ \ Is , e ? s �s 983.3 /! <br />\X(985.0) \" \� �� y \ 97.4� <br />lo-- <br />���./I6 A 9.7 <br />\ i� /' Oo 4 9d t ���,, OSS#6 <br />-986_ c <br />8 N dsJ --�D982.81 �\ / B x 983.9LJ <br />` <br />_ o fc J �9 3 <br />983.7x -981 E ❑T o\�` X(984.5) <br />(983.7) pP.714 \ i c�+ cP6 �� 01 �y85t 6 <br />S 3 <br />CL / 96 �_�SJk 1 / / 982.8 \ \ <br />\ 9 I \ <br />x 983.5 \ S J \ <br />\ \ \ <br />X 984.4 2 ' \ 4`5 �PRPOSED���oS'�� �0' / \�\j \ O x 983.7 \\ <br />\ 9 9 WELL 01ti \ <br />55�� titi1\\ 4, 96 7 CO <br />X 983.2 a W x 982 / 0) \\ \ <br />8¢0J �l \ <br />778 0 \ \ \ <br />--- 6,, \ , <br />^ <br />00 <br />CO ^ I r.T <br />\ x 982.5 <br />x'\NO \x � / `�0 \N) � II <br />0) x 983.9 \ <br />x 982.5 m A I <br />v \ 6 \ 9 6 �- PRIMARY <br />oq X <br />LIFT STATIOf <br />19,30 <br />YYY /X983 <br />� <br />\ �ip" x 982.4 <br />/ ,, 98�j 9 ,i \ PRIMAR' <br />\ �� �\ sa x I l � I \ _ TANK <br />O �I (98 <br />V\ x 982. �d' 6P F82.736 J 9/0, x 984,7 \ <br />4 79 �84�1%2 OPEN 22 82 19.N�_ \ <br />R\9 <br />\ pQ 0 715 61 <br />4, 34 6. <br />0 9� <br />57 34„ \ <br />R, 60 00 <br />ti <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />REVISION <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <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 />Rs <br />SURL <br />GUY WIRE <br />DH TS <br />1 <br />SDR <br />7/17/2019 <br />HOUSE AND OFFSETS RESTAKED <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID <br />Dated thi 18th day o January, 2019. <br />1E <br />FO <br />DRAWN 2 SDR 7/24/2019 REVISED SILT FENCE <br />C <br />I <br />SDR <br />3 <br />SDR <br />8/9/2019 <br />REVISED SILT FENCE <br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND <br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES <br />1 <br />\ <br />0 ' <br />CHECKED 4 EMW 9/10/2019 RAISED GARAGE FLOOR <br />tic\ "`' <br />co <br />STORM MANHOLE <br />DBP <br />s <br />MA <br />9/24/2019 <br />FOUNDATION ASBUILT <br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTYC <br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES <br />RESULTING FROM ILLEGITIMATE USE. <br />David B. Pemberton, PLS Minnesota License No. 40344 <br />pemberton@sathre.com <br />N <br />S <br />tZ <br />901 <br />DATE <br />01/09/19 1 1 1 1 <br />X972.5 <br />DESCRIPTION OF PROPERTY SURVEYED <br />Lot 4, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, <br />Minnesota. <br />1) Site Address: 4340 Lakeview Court, Orono, Minnesota, 55364 <br />2) Flood Zone Information: This property appears to lie in Zone X (Area determined to be outside the <br />0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO285F, <br />effective date of November 4th, 2016. <br />3) Parcel Area Information: Gross Area: 86,608 S.F. - 1.99 Acres <br />4) Benchmark: Elevations are based on development Benchmark located Lots 1/2, Block 2, <br />LAKEVIEW OF ORONO, which has an elevation of: 961.48 (NGVD29). <br />5) Zoning Information: The current Zoning for the subject property is LR -IA (One Family Lakeshore <br />Residential - 2 Acres) per the City of Orono's zoning map dated September 2016. The setback, height, <br />and floor space area restrictions for said zoning designation were obtained from the City of Orono <br />found on their web site on the date of October 31 st, 2017 and are as follows: <br />Principal Structure Setbacks - Front: 50 feet (Lakeview Court) <br />Side: 30 feet <br />Rear: 50 feet <br />Height: 30 feet <br />Hardcover: 35 percent of lot area per Tier 3 Sto>mwater Quality Overlay District Map <br />Please note that the general restrictions for the subject property may have been amended through a city <br />process.. We could be unaware of such amendments if they are not in a recorded document provided to <br />us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current <br />restrictions for this site. <br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. <br />There may be underground utilities encumbering the subject property we are unaware. Please note that <br />we have not placed a Gopher State One Call for this survey. There may or may not be underground <br />utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes <br />place on or near this site. Before digging, you are required by law to notify Gopher State One Call at <br />least 48 hours in advance at 651/454-0002. <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />= 987.0 <br />Proposed Top of Foundation Elevation <br />= 987.3 <br />Proposed Lookout Opening Elevation <br />= 981.8 <br />Proposed Basement Floor Elevation <br />= 978.6 <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation = 986.6 + 0.33=986.9(NOT POURED) <br />Asbuilt Top of Foundation Elevation = 987.3 <br />Asbuilt Basement Floor Elevation = 978.2 + 0.33=978.5(NOT POURED) <br />FOUNDATION ASBUILT ELEVATION * <br />CAST IRON MONUMENT <br />E <br />CATCH BASIN <br />Q <br />I9 <br />11 171 <br />GATE VALVE <br />< <br />GUY WIRE <br />OS# 6 <br />HYDRANT <br />O <br />SURVEY MONUMENT SET <br />V <br />SURVEY MONUMENT FOUND <br />0 <br />SURVEY CONTROL POINT <br />NORTH <br />iTE V \ <br />9q <br />LIGHT POLE <br />C <br />I <br />POWER POLE <br />\ <br />SANITARY MANHOLE <br />EL 51. <br />`11 ��M Si. <br />\ <br />SANITARY CLEANOUT <br />N <br />OYv, <br />\ <br />GROUND ELEVATION <br />%972.5 <br />STORM DRAIN <br />sT <br />STORM MANHOLE <br />® <br />YARD LIGHT <br />l5 <br />A/C UNIT <br />\ <br />S <br />C <br />A <br />L <br />C'�J <br />WEST BRANCH RD To -- - FART <br />\> <br />T 1IN <br />1 ARMS <br />FORA <br />R24W RZSW 9 <br />zl, <br />M <br />A <br />P <br />E_�Rte_ <br />\� Te: <br />Nor eh <br />\- <br />Arm <br />FOUNDATION ASBUILT ELEVATION * <br />CAST IRON MONUMENT <br />E <br />CATCH BASIN <br />Q <br />FLARED END SECTION <br />X <br />GATE VALVE <br />< <br />GUY WIRE <br />OS# 6 <br />HYDRANT <br />O <br />SURVEY MONUMENT SET <br />• <br />SURVEY MONUMENT FOUND <br />0 <br />SURVEY CONTROL POINT <br />\ <br />LIGHT POLE <br />71-) <br />POWER POLE <br />\ <br />SANITARY MANHOLE <br />oHu <br />SANITARY CLEANOUT <br />' 111111111 <br />SIGN <br />\ <br />GROUND ELEVATION <br />%972.5 <br />STORM DRAIN <br />sT <br />STORM MANHOLE <br />® <br />YARD LIGHT <br />D <br />A/C UNIT <br />\ <br />WELL <br />TWP.117-RGE.23-SEC.06 <br />Hennepin County <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />ORONO, <br />MINNESOTA <br />Offset Irons <br />(elevations are to the top of pipe) <br />OS# 1 = 986.20 <br />OS# 2 = <br />986.36 <br />OS# 3 = <br />986.40 <br />OS# 4 <br />= 986.01 <br />OS# 5 = <br />983.77 <br />OS# 6 <br />= 982.81 <br />OS# 7 <br />= 982.92 <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />30 15 0 15 30 60 <br />MEN III ME <br />SCALE IN FEET <br />SURVEY LEGEND <br />WOE <br />WALKOUT ELEVATION <br />FIFE <br />FIRST FLOOR ELEVATION <br />GFE <br />GARAGE FLOOR ELEVATION <br />TOF <br />TOP OF FOUNDATION ELEV. <br />LOE <br />LOWEST OPENING ELEV. <br />❑C <br />CABLE TV PEDESTAL <br />❑E <br />ELECTRIC TRANSFORMER <br />OE <br />ELECTRIC MANHOLE <br />OO <br />ELECTRIC METER <br />-X-X- <br />GAS METER <br />O <br />GAS VALVE <br />❑H <br />HAND HOLE <br />oHu <br />SOIL BORING <br />' 111111111 <br />TREE CONIFEROUS <br />\ <br />TREE DECIDUOUS <br />OT <br />TELEPHONE MANHOLE <br />❑T <br />TELEPHONE PEDESTAL <br />® <br />WETLAND BUFFER POST <br />O <br />UTILITY MANHOLE <br />0 <br />UTILITY PEDESTAL <br />BITUMINOUS <br />-s-�-"- <br />BUILDING SETBACK LINE <br />CTv <br />CABLE TV <br />CONCRETE CURB <br />CONCRETE <br />- 960 _ <br />CONTOUR EXISTING <br />sso <br />CONTOUR PROPOSED <br />-----�- <br />GUARD RAIL <br />DT <br />DRAIN TILE <br />Esc <br />ELECTRIC UNDERGROUND <br />-X-X- <br />FENCE <br />Eo <br />FIBER OPTIC UNDERGROUND <br />cas <br />GAS UNDERGROUND <br />oHu <br />OVERHEAD UTILITY <br />' 111111111 <br />RAILROAD TRACKS <br />> <br />SANITARY SEWER <br />STORM SEWER <br />TEL <br />TELEPHONE UNDERGROUND <br />UT <br />UTILITY UNDERGROUND <br />WATERMAIN <br />CERTIFICATE OF SURVEY <br />FOUNDATION AS -BUILT <br />PREPARED FOR <br />DINGMAN CONSTRUCTION <br />FILE NO. <br />2018-161 <br />1 <br />1 <br />