Loading...
HomeMy WebLinkAbout09-03-2019 As-BuiltFIELD CREW DM DR DRAWN JPR CHECKED DBP DATE 08/30/18 L (10+0 � \ 0 cb /00 84 8 w� 983.4 \\ I"Q+ T/� \+947 98 I 19�9 A f 46 1 � g5� 9�N SEPTIC S� 1 �9 � 80 qS \WETvy\\l EPTIC\971.6 1) 8u \ 975.8 \ I rnN �\ +g$�\ 3+\� �/ \ SEPTIC I 2C��` 976.0 S lc \ ` �x �, b--- �\ WET I s�3 9 co �� \70.9 � � �O 81 coGO 9 00 ra, 0+ I + 9ar7 \ 0�6 `L�' �O 9B98A� � 931 \ A I _-_-------� /O �OF6� �R �' \\ EXI TING WET \ I 1 970.2. \ - / -- 75.0 /rn� h g� s ul �` i FRET. ��\ \ I 986 .0 986.3 �/ GFE=4 1 9j 976.6 + 9gs S 986. 976.5 Z I1 �!s 1 p tF� 9 1 w I I I 985 \ 986.3 �� 0 98114 Q980.3 9 6 76-5 �jjT \ I 7 98g1�J 9 98 �i lA, 10.09 980.9 9� 8 IULO K I Q p gg�\ 9Jgg 2 d� 5 O 12.0 68+a WET I W 11 / � c Lo w m 1 6� I 1971.8 �I N - 03 I 11 985.9 9 6� �° °°'c°o IN• cNr WO ui 7 0" I 98s e� -I o r -+ SLOT ^M I p FFE= Z WOE= 9] 3 ° I I h 5 \ 985. 9�6 ti lD� 0 988.7 m 0 978.1 cP i 6 6 I k I p� rn Z co + INV= 2 966c N 981.9 / 985.5 x 9 9 6 L� obi p 3.0 9>>) I 60 ggL� gBL� x `� 9846 % � �j n O >>3 9i I o I Q rn +\ + 9� O /0 OC 4 P zI -Z h �5• �6' C -I 01� \ IP 1/2 OPEN X8 -9. \ +90N. 9 9 o I WET Ln I Z ggD.3 8983 ,.. �g�Nti J 9$�6 9a6 0 o0 91 0 977.1 I I 972.3 I xx^II 98� 6 983.2 8� �� LQ 983.2 24.0 O 977.5 984.4 983 982.8 \\ ��� s f x1976.2 I J I yl /moi 1 INV_ ` 1 - 983.5\ k j CO O _I O I 984.8 �� �^ cb O Cel 'A�6A/ski ��9 98 3 981.1\ �5\? -N + 38 (5 WET + 1 I ) T . N C 1C1 Imo' I I 1 C 2/o OOO�j, g�-� 1 / i + \ \>5%, 0) X-981 .0 �� + N+� / � I ti O 0��� 1°'� 0 + f63-22 75.9+/y_ WET �� o' + 9��' g� 7 7�A 971.3 I 10 LAKEVIEW ���. Ro� 8.40 � A 1 � Cg00�+ 3$g+ rn 90/0 - OURT _ 1 9 286 8 33X0 54 k - r 987.1 ��ToF X0ilE 310.59 +969 \ • S /2 - - 010 \ NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 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. Dated this lOt\ber,y of O o 2018. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre. com 1 JPR 10/17/2018 SEPTICCONVEYANCE 2 JPR 11/16/2018 BUILDING ELEVATIONS 3 JPR 12/3/2018 FOUNDATION ASBUILT 4 JPR 9/3/2019 GRADING ASBUILT Asbuilt Garage Floor Elevation = 986.4 F 989 xp 2 s68g SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM DESCRIPTION OF PROPERTY SURVEYED Lot 3, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota. 1) Site Address: 4330 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: 85,323 S.F. - 1.96 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 = 986.5 Proposed Top of Foundation Elevation = 986.8 Proposed First Floor Elevation = 987.6 Proposed Basement Floor Elevation = 978.1 Asbuilt Elevations Asbuilt Garage Floor Elevation = 986.4 Asbuilt Top of Foundation Elevation = 986.7 (Foundation Asbuilt) Asbuilt First Floor Elevation = 988.7 Asbuilt Basement Floor Elevation = 978.1 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 SCALE IN FEET X972.5 FOUNDATION ASBUILT ELEVATION it-)> Hina SURVEY V X972.5 - l \ OO , A SITE �� WOE BITUMINOUS M CATCH BASIN 41 FYA�17 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. N < GUY WIRE LOE LOWEST OPENING ELEV. � O HYDRANT ❑C CABLE TV PEDESTAL T CONTOUR EXISTING O SURVEY MONUMENT SET ❑D ELECTRIC TRANSFORMER Y S3FAINCH SURVEY MONUMENT FOUND SII I ELECTRIC MANHOLE -o -o -o -o -o- C A SURVEY CONTROL POINT OE ELECTRIC METER M DRAIN TILE LIGHT POLE © GAS METER A ELECTRIC UNDERGROUND © GAS VALVE -X-X- L 7)� POWER POLE H 1 l a-� H911i fit. P ❑H HAND HOLE Fo FIBER OPTIC UNDERGROUND \ SANITARY MANHOLE Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 SCALE IN FEET X972.5 FOUNDATION ASBUILT ELEVATION SURVEY L E G E N D X972.5 GRADING ASBUILT ELEVATION \ OO CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS M CATCH BASIN FIFE 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. � CONCRETE HYDRANT ❑C CABLE TV PEDESTAL - - 96o _ CONTOUR EXISTING O SURVEY MONUMENT SET ❑D ELECTRIC TRANSFORMER CONTOUR PROPOSED SURVEY MONUMENT FOUND O ELECTRIC MANHOLE -o -o -o -o -o- GUARD RAIL A 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 CAS- GAS UNDERGROUND TREE CONIFEROUS oHu OVERHEAD UTILITY SIGN 972.5 GROUND ELEVATION TREE DECIDUOUS """"""""" RAILROAD TRACKS .� STORM DRAIN OO TELEPHONE MANHOLE > SANITARY SEWER MTELEPHONE PEDESTAL >> STORM SEWER sT STORM MANHOLE ® WETLAND BUFFER POST TEL TELEPHONE UNDERGROUND �S YARD LIGHT Q UTILITY MANHOLE uTL UTILITY UNDERGROUND D A/C UNIT 0 WELL u UTILITY PEDESTAL WATERMAIN TREE TO BE REMOVED TWP:117-RGE.23-SEC.06 FILE NO. Hennepin County CERTIFICATE OF SURVEY 64685-019 ORONO, GRADING ASBUILT PREPARED FOR: MINNESOTA NORTON HOMES 1