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HomeMy WebLinkAbout2015 Foundation As-Built\ iCb 1 NORTH LINE OF GOVERNMENT LOT 7' 1 -REF. MONUMENT CORNER FALLS IN \ / - JJ" N89'41'59"W 200/0ib0 WETLAND \- 124.54 00 1/ 930' , - _ 18.770 7.76 CORNER WETLAND IN \ 33 r N ;PRESERVE - WETLAND- 931.5 ETLAND931.5 ELEVATION \ �\ 1 a o L �\ rn P GE OF WETLAND \ \\ \J > 1 0 1 0 h( 25' WETLAND BUFFER - /.`� 35' WETLAND SMACK ---�- ♦ 1 �� NLLJ ♦ I / I - -- , , t J �� ♦ I / Y / c� rLPI n� / Lyi / G' u► / t 1 / Q0♦ I ♦ / V) 1 / m' ' 1 O / N w ♦ I / 0 -- I 1 O / I N/ I ♦ / I c _ I tl n \ u POL \ I04 \ \ \ \ _ _ / I - N /�/"♦ PROPOSED d I L*L1I REF. MONUMENTN\N Z' WELL CORNER FALLS I NO WETLAND nz / � n CAVI _ ® I i v g34 \ - c� O 932.85 It3�� 30.7 l ' o I � I ` ! 1933.401 0 D /t I 1 PROPOSED o 110 PORCH (933.5) (9EEIV35.7)__��--0�z1rC0 --- �\ I 15.0 OS#8 15.0 937.3 t 1 933.74 ✓ V= ..,. off, I ♦""/ os#� -t- 22.0 M NA X 935.7) 11 >F 9 321E WETLAND 00 934.1 O A Lr)/ I / 933.33 1 X93 �, I ^ e ♦ I 0 ,� �, *OE 9 1 �� _ - 934 I yhr "-N DECK 4.334.1 aaI J \ m 9.7 N CONS. �9 7 \ cW -` TSF O I WALKOUT 15. \ \ Fri VAII ' ♦ 825 WILLOW DRIVE 941.7 O \ \ \ N fi r 5.0rn \\ �� n` \ 'CD 10.2 1 I \z \ I 941.0 0 \Z -S-1 0 0 \ I 0 1 ,1 a; �� 36.5 - I 15.0 0S#1 940 1 OS#4 I n I �O 9Y�.93 \ \ \ D I I \ \ I - 50.\ ®_913.G;_-15_0 _ i 5 .50 s38 - 940 - i a 70.32 ` \ - 2218\ WETLAND _ �3# 04 \ N89*41 59 W 941.49 200.00 ? \ F IP % PEN (.0 � 1 \ \ \ \ - 930 - _ _ Q 00 LID CD LJ N I \ \ \) I \ IL n - II SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SITE ADDRESS 825 Willow Drive South, Orono, Minnesota. DESCRIPTION OF SUBJECT PROPERTY The North 235 feet of the East 200 feet of Government Lot 7, Section 10, Township 117, Range 23, Hennepin County, Minnesota, according to the Government Survey thereof. NOTES This survey does not purport to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. No title commitment was provided or relied upon as to matters of record. The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain, areas of I% annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or 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 these zones and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053CO304E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. Area Information : Gross: 47,000 sq. ft. - 1.079 acres R/W: 11,340 sq. ft. - 0.260 acres Net: 35,660 sq. ft. - 0.819 acres Current zoning and setback information: Zoning: RR -1B - One Family Rural Residential Building Setbacks: Front Yard - 50 feet Rear Yard - 50 feet Side Yard - 30 feet Building Height: 2-1/2 Stories - 30 feet. *Zoning and Setback information provided by the Planning Department of the City of Orono. Survey coordinate and bearing basis : Hennepin County No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws. Its reproduction and redistribution without proper consent is prohibited. Benchmark: Water elevation of Lake Minnetonka November 20, 2012. = 927.70 feet (Per Minnehaha Creek Watershed district web site) EXISTING HARDCOVER INFORMATION House/Garage: 2,105 sq. ft. Gravel Driveway: 1,188 sq. ft. Concrete Surfaces: 242 sq. ft. Deck: 242 sq. ft. Steps: FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE 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 I ws of the State of Minnesota. Dated this h day of vember, 2012. c s w j` SVR _ `moo ! �''� N - JD 1 JJA 10/14/2014 NEW STRUCTURE HARDCOVER DRAWN 2 EMW 10/22/2014 MOVED STRUCTURE HARDCOVER DBP 3 JJA 12/1/2014 NEW STRUCTURE HARDCOVER CHECKED 4 JJA 12/8/2014 NEW STRUCTURE ELEVATIONS (. w G'4, FR co e pVpa� DBP 5 DBP 2/3/2015 ELEVATIONS DATE 6 JJA 2/4/2015 NEW STRUCTURE ELEVATIONS David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 11/23/2012 7 EMW 3n&2015 FOUNDATION ASBUILT SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SITE ADDRESS 825 Willow Drive South, Orono, Minnesota. DESCRIPTION OF SUBJECT PROPERTY The North 235 feet of the East 200 feet of Government Lot 7, Section 10, Township 117, Range 23, Hennepin County, Minnesota, according to the Government Survey thereof. NOTES This survey does not purport to show all underground utilities. The source of information from plans and markings will be combined with observed evidence of utilities to develop a view of those underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. No title commitment was provided or relied upon as to matters of record. The subject property appears to lie within Zone X, (area of areas outside the 1 -percent annual chance floodplain, areas of I% annual chance sheet flow flooding where average depths are less than 1 foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or 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 these zones and Zone A (Areas with a I% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 27053CO304E, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. Area Information : Gross: 47,000 sq. ft. - 1.079 acres R/W: 11,340 sq. ft. - 0.260 acres Net: 35,660 sq. ft. - 0.819 acres Current zoning and setback information: Zoning: RR -1B - One Family Rural Residential Building Setbacks: Front Yard - 50 feet Rear Yard - 50 feet Side Yard - 30 feet Building Height: 2-1/2 Stories - 30 feet. *Zoning and Setback information provided by the Planning Department of the City of Orono. Survey coordinate and bearing basis : Hennepin County No modifications to this survey or sketch may be performed by any person other than the surveyor signing this certification or persons under his direct supervision. This drawing and data is protected by federal copyright laws. Its reproduction and redistribution without proper consent is prohibited. Benchmark: Water elevation of Lake Minnetonka November 20, 2012. = 927.70 feet (Per Minnehaha Creek Watershed district web site) EXISTING HARDCOVER INFORMATION House/Garage: 2,105 sq. ft. Gravel Driveway: 1,188 sq. ft. Concrete Surfaces: 242 sq. ft. Deck: 242 sq. ft. Steps: 61 sq. ft. Total: 3,838 sq. ft. Hardcover Percentage - Gross Area: 3,838/47,000 = 8.17% Hardcover Percentage - Net Area: 3,838/35,660 = 10.76% PROPOSED HARDCOVER INFORMATION- TIER 3 House/Garage: 2,648 sq. ft. Driveway: 1,934 sq. ft. (1,468 sq. ft.) Porch/Deck: 317 sq. ft. Stoop: 119 sq.ft. Sidewalk: 95 sq. ft. Total: 5,113 sq. ft. (4,647 sq. ft.) Hardcover Percentage - Gross Area: 5,113/47,000 = 10.88% Hardcover Percentage - Net Area: 4,647/35,660 = 13.03% Hardcover shall not exceed thirty-five percent of the gross lot area. PROPOSED ELEVATIONS Garage Elevation = 941.34 Feet Top of Foundation Elevation = 941.67 Feet Main Floor Elevation = 943.53 feet Basement Floor - Walkout = 934.0 Feet Asbuilt Elevations Asbuilt Garage Floor Elevation = 941.0+ 0.33= 941.3 (NOT POURED) Asbuilt Top of Foundation Elevation = 941.7 Asbuilt Basement Floor Elevation = 934.1 Bearings are based on the Hennepin County Coordinate System (NAD 83 -1996 adj.) 20 10 0 10 20 40 EL SCALE IN FEET SURVEY LEGEND OO CAST IRON MONUMENT W A/C UNIT 7= BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL cTv CABLE TV Q FLARED END SECTION [E] ELECTRIC TRANSFORMER CONCRETE CURB N GATE VALVE OE ELECTRIC MANHOLE CONCRETE < GUY WIRE EO ELECTRIC METER - 960 _ CONTOUR EXISTING �Cf HYDRANT © GAS METERs6o CONTOUR PROPOSED O SURVEY MONUMENT SET © GAS VALVE DT DRAIN TILE • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL Esc ELECTRIC UNDERGROUND SURVEY CONTROL POINT HAND HOLE -X-X- FENCE LIGHT POLE SOIL BORING FO FIBER OPTIC UNDERGROUND `0b POWER POLE TREE CONIFEROUS GAS- GAS UNDERGROUND O SANITARY MANHOLE TREE DECIDUOUS OHu OVERHEAD UTILITY Q SANITARY CLEANOUT OT TELEPHONE MANHOLE , i i , -111-111-1 111, -T RAILROAD TRACKS SIGN M TELEPHONE PEDESTAL > SANITARY SEWER s72. GROUND ELEVATION u0 UTILITY MANHOLE » STORM SEWER ® STORM DRAIN ❑u UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND 0 STORM MANHOLE OW WELL UTA UTILITY UNDERGROUND YARD LIGHT X972.5 FOUNDATION ASBUILT ELEVATION WATERMAIN TWP.117 - RGE.23 - SEC. 10 HENNEPIN COUNTY BOOK XXX/PAGE XXX ORONO, MINNESOTA FOUNDATION ASBUILT FILE NO. CERTIFICATE OF SURVEY RECE-�1,7 40995-003 PREPARED FOR: JOHN BRUNELLO MAR 2 5 2015 CITY OF ORONO i 923 W 1 ILOW W. 2ai5- 00t C5 rl