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HomeMy WebLinkAbout9-10-2020 Final As-Built� F 958.0 5 Irk �� A 9� 6S \ x 959.0\ 1--� 968-�, \ \ \ \ \ \9 \\\ \\ \\\\ \ \ \\\ \ C.� 9h9 \ ---,\ \\ \ \ \\ \\ \ 1-19 \ \ \ \ \ x 960.8 x 981.19d� \ \ \ \ \ \ \ \\ �.� ✓�\\\ x 82.3 L_v I 985.9 \ \ \ \ L7 x � �9C� �0 x 962.6 985.6 ' \ \ \ k 984.9 x 985.2 -x 98f�0 \ \\\ \ \� x - x$p- \ \ BLPC 3\ \ \\ \ X \ \ / h xx 98 x -� x OT / \ CC) 984.8 / 987 g8, \ \ \ \ \ 984.4 \ / / x 989.2\CV 984 \ \ \ \ \ 982.0 .7 - x 989.0 \ \ \ \ \ \ I lb/1-(989.3 00 \ x 987.4 \ \ \ \ \ x / x 984.3 \ \� SEPTIC SITE x 989.3 \ �-x 9gp.4 � x 87.9' x 984.41, x 989.5 \ \ \ \ x 991.0 v, l ` 1 - \ \ \ \ 9 30 989.6 \ \ \ \ \ \\ 6d / x / 985.3 \ I \ / 989.2 x991.0 I 'l -'K \ \ x9 \ \ \ \ \ \ x �\ /I\\\\ \ �.9 \ \ 985.1 x 989 / rp 9 / - 1986\ \ x 988.7 �\ \ �� \ 19 � / \ \cp / /l \986 \ x 988'9, / �I 5 81#.2 SITE 988.1 \ x g�4.6 \ \ _x. \ \ \ x 988 2 \ S a; dx � - � x \ \ 980.1 x g�5.7 x 986.3 \ / x 987.5 / / �9 986.1 1 \ \ \ 967.4 / Dc \ \ _ CO x 986.5 � � \ ° \ x 986.9 \ x 983.0 x 986.1 x'986.3 / o \ Z x 987.4 x 985 x 986.2 987.8 4.6 � 988--, x 987.2 \ x 986.1 / \ x 986.2 °\\ \ \ Ix�5 8 -9✓�0 �� -985.9 x 986.2 ` \ x 985.5 I _ x 985.3 } x 977.8 x 988.9 / x 985.7 x 988,!9 TOF, x 986.8 986 5 �� . 9� _ \9 x 985.0 x 984.8 \O x$ s \ 09873 42.7 6 .��c?6� ��°0 9� & x 985.5 x $� \ \ x ss6.2 N GgRgcE ��• x \� 5�s• �x 9es ^ 9 � GFE= GI -E- i EkISTjN WOE= S s \ 11 / °� 12-00 986.9986- .6 3 g 40 LAkEVIE OO{�0�� \�� 6� -984 / / N O / W C ° 98 x I x 983.7 �- rn 985.5 / rn 2p• 0 of `?sz r^-, OV RT E� s\ x 1 9$9.4 ( 1 ��`O /� �� A6.5 x 983.5 Q) / / / x 987.9 �k 986.0 x v x x �� roa' �9g8 \ Gb 0> x 984.6 / J C / \ 987.0 bO C41?` tee �w SJ° FEE= �P / 989.0\ x S� x 985.6 �ro`O $6� O `� j� 985.9 Il .2 _ x 985.2 00,� /y x 984 IV X 983.6 0984.8 1 �° J�� �10•�� x 984.8 x 984.3 x �9 985.5 � h � ^986 S � � °��� 986 6 9�6 \ / ° LL x 9g4.3 A I �� x 986.3 886 6 \ x 984.4 0)\ ` x x 98 1 983.4 9 3.9 98 9848 \ ti x 986.3 i - - (13885.5 x x 985.2 ( i 1 42 x 986.2 \ 49 988 S� ,986- ✓ x 985.4 EXISTING x \ x 983.4 1 984.8 x)984.0 V 1� d -9(9 4 a y "986.0 G '1Z � S(,o�� 9 .. / i x 985.0 \ \� //S 06 �f x 985.2 \ 1 / 0 �� x 985.5 X 84.1 .p 19�2p � x 983.4 � 11 x � 984.7 � / x 983.9 i I x � \ x 98-4.1 O x 985.0s Q 1 45005 S Y / I , 979.521 9�� �' / x 983.8 x 983 4 / ,PRIMARY FND IP 25684 LEAN NORTH s i x 984.3 gS�/ / LIFT STATIOI Y x19 983.2 983.6 \ x 983.3 � PRIMAR' x 983.5 TANK cS 8s ° 0 .6 Q 983.0 -/'n ;A E01\ F 98 7\\P 1/2 OPEN x X9984 984.3 \ a�ss0 �� x883, 9�i'O 983.2 6 RiA '20 016 4= 34 6.6 98� 2468 0 5�, 34,E �4 A \ R160 00 FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 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 laws of the State of Minnesota. Rs SURL BITUMINOUS DH TS 1 SDR 7/17/2019 HOUSE AND OFFSETS RESTAKED CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s Asbuilt Garage Floor Elevation 1E FO DRAWN 2 SDR 7/24/2019 REVISED SILT FENCE Asbuilt Walkout Elevation = 988.9 X GATE VALVE ,SITE FYA� EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 20th day of August, 2019. _ sk GUY WIRE SDR 3 SDR 8/6/2019 REVISED SILT FENCE AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES I] W N' w�5 N CHECKED 4 EMW 9/10/2019 RAISED GARAGE FLOOR O DBP 5 MA 9/24/2019 FOUNDATION ASBUILT THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 26147 Daniel L. Schmidt, PLS Minnesota License No. 26147 1 schmidt@sathre.com Cd'FRS �� P LPA DATE 6 TS 8/20/2020 GRADING ASBUILT 01/09/19 7 TS 9/10/2020 ADDED EXISTING CONTOURS TO GAB DESCRIPTION OF PROPERTY SURVEYED Lot 4, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota. 1) Site Address: 4340 Lakeview Court, Orono, Minnesota, 55364 2) Flood Zone Information: This property appears to lie in Zone X (Area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO285F, effective date of November 4th, 2016. 3) Parcel Area Information: Gross Area: 86,608 S.F. - 1.99 Acres 4) Benchmark: Elevations are based on development Benchmark located Lots 1/2 , Block 2, LAKEVIEW OF ORONO, which has an elevation of. 961.48 (NGVD29). 5) Zoning Information: The current Zoning for the subject property is LR-lA (One Family Lakeshore Residential - 2 Acres) per the City of Orono's zoning map dated September 2016. 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 October 31 st, 2017 and are as follows: Principal Structure Setbacks - Front: 50 feet (Lakeview Court) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: 35 percent of lot area per Tier 3 Stormwater Quality Overlay District Map 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 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 site. 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 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 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 Gopher State One Call at least 48 hours in advance at 651/454-0002. Prouosed Elevations Proposed Garage Floor Elevation = 987.0 Proposed Top of Foundation Elevation = 987.3 Proposed Lookout Opening Elevation = 981.8 Proposed Basement Floor Elevation = 978.6 Asbuilt Elevations BITUMINOUS Asbuilt Garage Floor Elevation = 986.6 + 0.33=986.9(NOT POURED) Asbuilt Top of Foundation Elevation = 987.3 Asbuilt Basement Floor Elevation = 978.2 + 0.33=978.5(NOT POURED) Asbuilt Garage Floor Elevation = 986.9 Asbuilt First Floor Elevation = 989.0 Asbuilt Walkout Elevation = 988.9 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adI 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND I jf> TIIiIJ WOE V BITUMINOUS X972.5 GRADING ASBUILT ELEVATION CATCH BASIN kil FIRST FLOOR ELEVATION BUILDING SETBACK LINE Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV X GATE VALVE ,SITE FYA� TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. N N HYDRANT I] CABLE TV PEDESTAL - - 96o _ O O SURVEY MONUMENT SET ❑E ELECTRIC TRANSFORMER TY CONTOUR PROPOSED • SURVEY MONUMENT FOUND O ELECTRIC MANHOLE -o-°-°-o-o- S Q �� ��ET �� �I�„� ��� I ELECTRIC METER DT C \ LIGHT POLE © GAS METER M ELECTRIC UNDERGROUND © GAS VALVE -X-X- A, 7)� POWER POLE L ra ,.- - R2:i 0 HAND HOLE P E \ SANITARY MANHOLE �� _�; ���I F�. Q SANITARY CLEANOUT Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adI 30 15 0 15 30 60 SCALE IN FEET SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM ORONO, GR ADENAR DBoRT � MINNESOTA DINGMAN CONSTRUCTION � SURVEY LEGEND X972.5 FOUNDATION ASBUILT ELEVATION CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS X972.5 GRADING ASBUILT ELEVATION CATCH BASIN FEE FIRST FLOOR ELEVATION BUILDING SETBACK LINE Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV X GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. a CONCRETE HYDRANT I] CABLE TV PEDESTAL - - 96o _ CONTOUR EXISTING O SURVEY MONUMENT SET ❑E ELECTRIC TRANSFORMER CONTOUR PROPOSED • SURVEY MONUMENT FOUND O ELECTRIC MANHOLE -o-°-°-o-o- GUARD RAIL Q SURVEY CONTROL POINT OE ELECTRIC METER DT DRAIN TILE \ LIGHT POLE © GAS METER ELC ELECTRIC UNDERGROUND © GAS VALVE -X-X- FENCE 7)� POWER POLE ❑H HAND HOLE Fo FIBER OPTIC UNDERGROUND \ SANITARY MANHOLE Q SANITARY CLEANOUT SOIL BORING GAS- GAS UNDERGROUND TREE CONIFEROUS OHu OVERHEAD UTILITY SIGN 972.5GROUND ELEVATION \ TREE DECIDUOUS """"""""" RAILROAD TRACKS .� STORM DRAIN OT TELEPHONE MANHOLE > SANITARY SEWER D TELEPHONE PEDESTAL -> STORM SEWER sT STORM MANHOLE ® WETLAND BUFFER POST TEL TELEPHONE UNDERGROUND �S YARD LIGHT Qu UTILITY MANHOLE uTL UTILITY UNDERGROUND ❑D A/C UNIT \ WELL u UTILITY PEDESTAL WATERMAIN TREE TO BE REMOVED TWP.117-RGE.23-SEC.06 FILE NO. Hennepin County CERTIFICATE OF SURVEY 2018-161 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM ORONO, GR ADENAR DBoRT � MINNESOTA DINGMAN CONSTRUCTION �