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HomeMy WebLinkAbout2015 As-Built® x 931.71-0 M n m ♦ x 932.1 50 'P,® o I 25' WETLA BUFFER 31' x 931.9�h 1.9 h ♦ _ � X93 , � Z X 932.1 � 35' WETLAND SETBAv •� / y MI 1 f \` --A 04 ♦ I �� I 931.9 x 932.2 x 932.2 x 932.1 w ` \ w` `( x 932.3 I I LO r 8 I♦�I C) 1 cr x 932.0 N, o Z / ®3 ♦ I CA x9>a2.0 m r � t C\ W O L ♦ I J� Z x 932.4 x 932.3 0 932.3 4 G I ` a 1 z ( 932.2 x J pPOL "1 I; I: x932.3 rQ\ N REF. MONUMENT m m Z CORNER FALLS IN OI I. ' 1.7 :a WETLAND y r_ 9� p Z / cV 32.2 j x 932.9 x 932.9 � x 932. � � INV= n2 I x 932.7930.7 931.9 1 ura 32.9 x 932. X 5 \ ' n X 932.2_ x z -� x 933.5 � x 933.2 Ix933.0 C ` n IS ♦ SCREEN�3 2 \ 934Y \ \ 7 932.4 @932 URB z I I PORCH 93 _ RET. 933. ---o STOP z 932.0 x ( ♦ ` g .0 WALL -3�` INV= 1 933.5 �x 933.8 22.0 93214 ( 2 ♦ / ♦ x 933.1 Lo. 9 7 \ � � \ \ � WETLAND x 932• / r<o 936.600 \ n o C, 4 . \937.6 4.0 x 932. nD% 1 OEuc - 941.3 �` T ® 34.3 931.7 I 934.1 4.3 ° a Jt `O 933.5 WOE= 94.2 / / x A x 9,33.3 9.7 943.8 0 O ' x 940.7 `� I `9�j \`x 932.1 N a , FFE= N 941.2 x 939.4 \ ' 931.6 932.7n _ 1 S f I\ x 937.8 �`�� 3.0 939.5 38 0 ° T 9� 193 933.6 UT 15.7 50 ° ° ° 1 �� O ( WALKO ' 1 ��i �J1 I ♦ ` 825 WILLOW DRIVE 941.7 k- �� -TOF N ! 9341 93 1 x 932.7 ° ° 1 941.3 � ° � ' I FE= °° a 3 ,9 x A ®� 5.0 10.2 ♦ x 932.8 I �o _;: ° a ' 36.4 k 932.2 , %On 0 y'p 3 ce r7 ° a °. d °a t n m 0 V x 938.9 \ \ I ZQ I W , c4 C3 941. S w 1 I I N� vo 36.5 WE .1 � P 5 BIR27 X o ° f 939.: 93 O ---RE _.- x940.9 ® 4 7 ° MELD CREW NO. 1 DATE REVISION JD 2 EMW 10/2212014 MOVED STRUCTURE HARDCOVER DRAWN 3 -NORTH LINE OF GOVERNMENT LOT 7 NEW STRUCTURE HARDCOVER -REF. MONUMENT 4 N89°41'59"W 200.00 CORNER FALLS IN WETLAND CHECKED 5 124.54 49.00 18.70 7.76 FALLS IN 6 JJA 2/4/2015 NEW STRUCTURE ELEVATIONS DATE WETLAND EMW 3/25/2015 FOUNDATION ASBUILT 11/23/2012 8 EMW 10/15/2015 ♦ PRESERVE - WETLAND 3 GAS UNDERGROUND TREE DECIDUOUS oHu OVERHEAD UTILITY T TELEPHONE MANHOLE ,� " HHH rHH H;1 T RAILROAD TRACKS ❑T TELEPHONE PEDESTAL 1 SANITARY SEWER OU UTILITY MANHOLE >> I � i N TEL TELEPHONE UNDERGROUND 931.5 ELEVATION WELL UTL UTILITY UNDERGROUND X972.5 FOUNDATION ASBUILT ELEVATION ♦ I �R` GE OF WETLAN - x 0 X972.5 ® x 931.71-0 M n m ♦ x 932.1 50 'P,® o I 25' WETLA BUFFER 31' x 931.9�h 1.9 h ♦ _ � X93 , � Z X 932.1 � 35' WETLAND SETBAv •� / y MI 1 f \` --A 04 ♦ I �� I 931.9 x 932.2 x 932.2 x 932.1 w ` \ w` `( x 932.3 I I LO r 8 I♦�I C) 1 cr x 932.0 N, o Z / ®3 ♦ I CA x9>a2.0 m r � t C\ W O L ♦ I J� Z x 932.4 x 932.3 0 932.3 4 G I ` a 1 z ( 932.2 x J pPOL "1 I; I: x932.3 rQ\ N REF. MONUMENT m m Z CORNER FALLS IN OI I. ' 1.7 :a WETLAND y r_ 9� p Z / cV 32.2 j x 932.9 x 932.9 � x 932. � � INV= n2 I x 932.7930.7 931.9 1 ura 32.9 x 932. X 5 \ ' n X 932.2_ x z -� x 933.5 � x 933.2 Ix933.0 C ` n IS ♦ SCREEN�3 2 \ 934Y \ \ 7 932.4 @932 URB z I I PORCH 93 _ RET. 933. ---o STOP z 932.0 x ( ♦ ` g .0 WALL -3�` INV= 1 933.5 �x 933.8 22.0 93214 ( 2 ♦ / ♦ x 933.1 Lo. 9 7 \ � � \ \ � WETLAND x 932• / r<o 936.600 \ n o C, 4 . \937.6 4.0 x 932. nD% 1 OEuc - 941.3 �` T ® 34.3 931.7 I 934.1 4.3 ° a Jt `O 933.5 WOE= 94.2 / / x A x 9,33.3 9.7 943.8 0 O ' x 940.7 `� I `9�j \`x 932.1 N a , FFE= N 941.2 x 939.4 \ ' 931.6 932.7n _ 1 S f I\ x 937.8 �`�� 3.0 939.5 38 0 ° T 9� 193 933.6 UT 15.7 50 ° ° ° 1 �� O ( WALKO ' 1 ��i �J1 I ♦ ` 825 WILLOW DRIVE 941.7 k- �� -TOF N ! 9341 93 1 x 932.7 ° ° 1 941.3 � ° � ' I FE= °° a 3 ,9 x A ®� 5.0 10.2 ♦ x 932.8 I �o _;: ° a ' 36.4 k 932.2 , %On 0 y'p 3 ce r7 ° a °. d °a t n m 0 V x 938.9 \ \ I ZQ I W , c4 C3 941. S w 1 I I N� vo 36.5 WE .1 � P 5 BIR27 X o ° f 939.: 93 O ---RE _.- x940.9 ® 4 7 ° MELD CREW NO. BY DATE REVISION JD 2 EMW 10/2212014 MOVED STRUCTURE HARDCOVER DRAWN 3 JJA 12/1/2014 NEW STRUCTURE HARDCOVER DBP 4 JJA 12/8/2014 NEW STRUCTURE ELEVATIONS CHECKED 5 DBP 2/3/2015 ELEVATIONS DBP 6 JJA 2/4/2015 NEW STRUCTURE ELEVATIONS DATE 7 EMW 3/25/2015 FOUNDATION ASBUILT 11/23/2012 8 EMW 10/15/2015 GRADING ASBUILT 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. Asbuilt Elevations WALL 940.5 2Z 78 0 WETLAND` x 932.3 934.1 934.9 �9*4�1'59" \` ' 200.00 9:38.2 1 94 6 Hardcover shall not exceed thirty- five percent of the gross lot area. ;4"^ 934.0 93 x 941.1 x w W LO N 9 8 \o x 936.9 ` I� LID N 538.5 ' GAS METER Porch/Deck: 317 sq. ft. o 4 Q, /� X 7 M DT DRAIN TILE Sidewalk: 123 sq. ft. x 941.1 Esc a } 536.7 yO R I x 936.E Bearings are based on the Hennepin County I 1 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 1 ws of the State of Minnesota. Dated this � h day of�il vember, 2012. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 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 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % 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) 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. = 941.34 Feet = 941.67 Feet = 943.53 feet = 934.0 Feet Sidewalk: 95 sq. ft. Asbuilt Elevations Total: 5,113 sq. ft. (4,647 sq. ft.) Asbuilt Garage Floor Elevation = 941.3 CABLE TV PEDESTAL Asbuilt First Floor Elevation = 943.8 n Asbuilt Top of Foundation Elevation = 941.7 Hardcover Percentage - Net Area: 4,647/35,660 = 13.03% Asbuilt Basement Floor Elevation = 934.1 Hardcover shall not exceed thirty- five percent of the gross lot area. OE EXISTING HARDCOVER INFORMATION- TIER 3 1 CONCRETE 1 ELECTRIC METER 1 Driveway: 1,817 sq. ft. (1,502 sq. ft.) © GAS METER Porch/Deck: 317 sq. ft. CONTOUR PROPOSED © ul DT DRAIN TILE Sidewalk: 123 sq. ft. 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 1 ws of the State of Minnesota. Dated this � h day of�il vember, 2012. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 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 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1 % 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) 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. = 941.34 Feet = 941.67 Feet = 943.53 feet = 934.0 Feet Sidewalk: 95 sq. ft. Asbuilt Elevations Total: 5,113 sq. ft. (4,647 sq. ft.) Asbuilt Garage Floor Elevation = 941.3 CABLE TV PEDESTAL Asbuilt First Floor Elevation = 943.8 Hardcover Percentage - Gross Area: 5,113/47,000 = 10.88% Asbuilt Top of Foundation Elevation = 941.7 Hardcover Percentage - Net Area: 4,647/35,660 = 13.03% Asbuilt Basement Floor Elevation = 934.1 Hardcover shall not exceed thirty- five percent of the gross lot area. OE EXISTING HARDCOVER INFORMATION- TIER 3 CONCRETE House/Garage: 2,648 sq. ft. ELECTRIC METER - 960 _ Driveway: 1,817 sq. ft. (1,502 sq. ft.) © GAS METER Porch/Deck: 317 sq. ft. CONTOUR PROPOSED © Stoop: 119 sq.ft. DT DRAIN TILE Sidewalk: 123 sq. ft. GUARD RAIL Esc Total: 5,024 sq. ft. (4,709 sq. ft.) yO R I Hardcover Percentage - Gross Area: 5,024/47,000 = 10.69% Bearings are based on the Hennepin County Hardcover Percentage - Net Area: 4,709/35,660 = 13.21% Coordinate System (NAD 83 -1986 adj.) SOIL BORING 20 10 0 10 20 40 Hardcover shall not exceed thirty-five percent of the gross lot area. TREE CONIFEROUS SCALE IN FEET OO CAST IRON MONUMENT ® CATCH BASIN 4 FLARED END SECTION M GATE VALVE < GUY WIRE HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND SURVEY CONTROL POINT LIGHT POLE 7� POWER POLE (S SANITARY MANHOLE ® SANITARY CLEANOUT SIGN 972.5 GROUND ELEVATION 0 STORM DRAIN ST STORM MANHOLE 0 YARD LIGHT TWP.117 - RGE.23 - SEC. 10 HENNEPIN COUNTY BOOK XXX/PAGE XXX ORONO, MINNESOTA SURVEY LEGEND ❑A A/C UNIT BITUMINOUS © CABLE TV PEDESTAL CTV CABLE TV 11 ELECTRIC TRANSFORMER CONCRETE CURB OE ELECTRIC MANHOLE CONCRETE OO ELECTRIC METER - 960 _ CONTOUR EXISTING © GAS METER sso CONTOUR PROPOSED © GAS VALVE DT DRAIN TILE -°-°-°- GUARD RAIL Esc ELECTRIC UNDERGROUND H HAND HOLE -X-X- FENCE SOIL BORING FO FIBER OPTIC UNDERGROUND TREE CONIFEROUS GAS GAS UNDERGROUND TREE DECIDUOUS oHu OVERHEAD UTILITY T TELEPHONE MANHOLE ,� " HHH rHH H;1 T RAILROAD TRACKS ❑T TELEPHONE PEDESTAL > SANITARY SEWER OU UTILITY MANHOLE >> STORM SEWER ❑U UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND 9 WELL UTL UTILITY UNDERGROUND X972.5 FOUNDATION ASBUILT ELEVATION WATERMAIN X972.5 GRADING ASBUILT ELF'';'T,T10;.� GRADING ASBUILT FILE NO. CERTIFICATE O F SURVEY 40995-003 PREPARED FOR: JOHN BRUNELLO $25 W,IIUW Dlivt.% 2-015 - OOl -5 / AS -$tii l t