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HomeMy WebLinkAbout05-21-21 As-Built^ I I F F]L_����I �I L,L_J r\ FIP 16099 955.4 iP 16099 9617 I L _/-\ r \ L_ V I L_ V V L_ `: I /-\ I L_ I \� IA A I - I I nT 1 . -.--.---33=---- - ° 1 11 FND IP 3/4 OPEN BLOCK W Wy W W W W W W w W W W W _ S s s s s $ S S s s N89°28131 "W 779.37 DESCRIPTION OF PROPERTY S D Lot 2, Block 1, LESLIE LAKEVIEW ESTATES, according to the recorded plat thereof, Hennepin County, Minnesota. STANDARD NOTES 1) Site Address: 1645 Shadywood Road, Orono, Minnesota, 55391 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO303F, effective date of 11/04/2016. 4) Parcel Area Information: Gross Area: 32,670 s.f. - 0.75 acres I -------- S89 28 31 L 297.01 944.3 -- EXISTING FENCE J I 958.2 � �� 953.1 FIP 16099 � A X - - - x i' x x„ X x 955.4 95 2 952.3 FND IP 950.44 I r ✓ 958.0 955 -mac -x X I 953.1 FIP 53642 ....... �. . _ FIP 53642 I --� ! .950.9 950.5 948.2 0 . 957.8 x 949.4 x 946.6 x 945.0 rn ."t .. .. - // \� Ln / 951.1 950.5 50.0 / L \ 0)950.3 / 5 955.3 x 954.4 x 953.51 x 95 8 � 951.2 x --max 950.9 x 950.5 950.1 x 949.7 I x 947.2 / I \ x950.3 x 946. / 954.2 / I 951.8 951.3 952.3 x g§g 948.4 x � 10 945.3 x CANT r"2.3 Vq5 °0'955.4 / 952.4 x 952.11 38.0 951.6 / I /..I.... I 955.0 x x / I 953.7 52.0 948.9 TFE= ` \ / x 946.8 x 955.1 953.0 \ / x 945.4 / A I LWW 2.0 � � �� x 948.8 _� / - 954.9 952.2 x 952.4 FFE= 6 \ 947.9 \ I N L . / 952.3 954.8 1- x 951.8 \ � � � I � v X955.4 52.1 LO SCREEN o WOE= a \ I ° �............ I / PORCH 954.6 ^ 950.2 x� x 947'3 x 946.4 I N FULL \ V I .............. L......... 953.1 1.9 BASEMENT 952.2 x 949.2 \ sus- O --- S.*s-mss n 952.1 / x --------- 7.5 \ S s =Ww- - _---------www.S x / I �W DECht BFE= 0 t n °148.6 l 01 944.0 n \ I n ►�( I c n Cfl 954.2 x x952.1 \ 51� 951.6, 949.6 GFE= = g�. I CURB V - - "' 51.9 19.5 952.7 2.0 1 9 ' STOP I rn CO I s I 952.8 s \ 951.9 52.2 / Q x 949.2 947.3 �.1......... G x° LOT / 951.4 x WW'.�r I O O O x 52.0 \ 951. n / I I I °- ° 951.8 / x o I r} 0) � .. rte. .. j - 00 O 152.3 951.8 N o-- -- 950 5 ' x 947.0 / x F 1 I .. .p . � Z / 951. x J 951.0 x a n % / / Q I .. I / / 952./ / 951.8 \ N 2.0 / I 950.7 / I M of © A Q _ L 0... I O: li \` x949.1 jl r m I x 953.5 / / `- - x O rn / / \ h 946.5 x / Z .. .. x / �/ 951.k 951.7 52A 24.0 952.2 8A V 1952.0 950.3 ��� / / Z. o. x951.0 --- U. x 951.6 951 6 / �.. '. Q .' A.l 950.3 x I I � / o cV y / x 953.2 951.5 x 146.1 - / O 7I D v I / x x � 5 N 951.0 N10.9 49 95 x O. 954.0 1 950.3,K \ �_ %� x 948.9 / / x 944.9 � 10 / 949.2 -� T CULVERT FIP 53642 x/ x 951.2 x X50 - 949.8 / - 11/ / x I\ f o . • 953.7 \ x 952.6 x NV= i INV= x 945.4 x 44.0 _ W .. - > - FIP 53642 / W W W W_w7 Wy 950.2 x / 949.4 x ( 948 946.8 / rn ...... > .. \t}y 948.2 ( I 942.0 / h 7�W W W W W w 949.6 49.0 / ,w W yy W W 946.6 944.9 942.4 / rn I L U S S / -y�� r ���iTW28�3111W 297.01 �s4a.s W ^W w w W w w w w w Iw-�^\ W...cc S S S S s x 950.5 s S ill 1 Lill 1 /-1S s-�g�-S s S.:.:... s- �- c ' oa - ... A..... 7) 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. 8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. S CHER�r y�RF w A VE. V z �o. Q � J 51 0 DR. I C dcL av 9 SURVEY L E G E N D N 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. ♦ SITE I N O rS�7 V) RD. C�RRgC T C�O~P Q RD 0 M A L /moo o� ST, 19 o o map dated September 2016. The setback, height, and floor space area restrictions for said zoning designation were obtained from City of Onion's city code found on A P E � CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS their website on the date of 02/02/18 and are as follows: 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 5) Benchmark: Elevations are based on Hennepin County County Control Point Tie Name: SAMS which has an elevation of: 941.04 feet (NGVD 29). SURVEY L E G E N D 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 6) Zoning Information: The current Zoning for the subject property is LR -1C (Single Family Lakeshore Residential District- z Acre) per the City of Orono's zoning 0 map dated September 2016. The setback, height, and floor space area restrictions for said zoning designation were obtained from City of Onion's city code found on CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS their website on the date of 02/02/18 and are as follows: 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. E CATCH BASIN FIFE FIRST FLOOR ELEVATION BUILDING SETBACK LINE Q FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTV CABLE TV Principal Structure Setbacks - Front: 30 feet 12) Verify sanitary service invert prior to any concrete work. X GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB Side: 10 feet < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE Rear: 30 feet Height: 30 feet HYDRANT ❑c CABLE TV PEDESTAL - 960 _ CONTOUR EXISTING Asbuilt Hardcover O SURVEY MONUMENT SET ❑E ELECTRIC TRANSFORMER CONTOUR PROPOSED Hardcover: 30 percent (Tier p ( ) Lot Area =32,670 S.F. Proposed Elevations- FB Asbuilt Elevations • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE - --o-o-o- GUARD RAIL House Area = 2 S.F. Proposed Garage Floor Elevation = 952.7 Driveway Area = 2,708 S.F. p g y Asbuilt Garage Floor Elevation =952.7 0 SURVEY CONTROL POINT OE ELECTRIC METER DT DRAIN TILE ,70 Accessory Structure Setbacks - Front: 30 feet Proposed To of Foundation Elevation = 953.0 Stoop Area = 72 S.F. p p P AsbuiltFirstFloorElevation =954.8 © GAS METER ELc Side: 10 feet _ Proposed Basement Floor Elevation = 944.3 Front Walk Area - 84 S.F. Asbuilt To of Foundation Elevation p = 953.0 LIGHT POLE ELECTRIC UNDERGROUND Rear: 30 feet Screen Porch Area = 196 S.F. Asbuilt Basement Floor Elevation = 944.0 71 -)GAS POWER POLE O VALVE -X -X- FENCE = Deck Area 83 S.F. �S SANITARY MANHOLE ❑H HAND HOLE FO FIBER OPTIC UNDERGROUND = 5,546 S.F. 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 Total Area Coverage = 16.9% � SANITARY CLEANOUT SOIL BORING GAS- GAS UNDERGROUND 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 TREE CONIFEROUS oHu OVERHEAD UTILITY site. SIGN 972.5 GROUND ELEVATION TREE DECIDUOUS 11111111" RAILROAD TRACKS We have not received the current zoning classification and building setback requirements from the insurer. % STORM DRAIN OT TELEPHONE MANHOLE > SANITARY SEWER D TELEPHONE PEDESTAL » STORM SEWER sT STORM MANHOLE CY-- TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND YARD LIGHT Q UTILITY MANHOLE UTL UTILITY UNDERGROUND D A/C UNIT O WELL 0 UTILITY PEDESTAL WATERMAIN X972.5 FOUNDATION ASBUILT ELEVATION X972.5 GRADING ASBUILT ELEVATION FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and Land Surveyor under the laws of the State of Minnesota. that I am a duly Licensed OARS SURL TWP:117-RGE.23-SEC.17 CERTIFICATE OF SURVEY GRADING ASBUILT FILE NO. 31202-632 JD,JS 1 MA 1012212020 GRADING ASBUILT Hennepin County DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 15th day of May, 2020. _�SAT W H R E-BERGQUIST INC. LESLIE LAKEVIEW ESTATES BRV AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF N ' Orono 1 CHECKED ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES ` 2 wco 476 150 SOUTH BROADWAY WAYZATA, N. 55391 (952) -6000 MSATHRE PREPARED FOR. DLS THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. Daniel L. Schmidt, PLS Minnesota License No. 26147 N C�FRS 90" " .. WWWCOM MINNESOTA GONYEA HOMES A I DATE 02/02/18 schmidt sathre.com