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HomeMy WebLinkAbout2022-02-16 - FINAL ASBUILT/ WETIB 981.1 I nT A / \ x x x9 X l� 9 p. 9\ kgs 01 84 g �4 9 FST E x 9 x 9 x 98/ � 4 .. .. 92 8/) 2 8 \ 983.1 2 2/ \ 8� 99D 1P OPEN x991.0 sss.8) 9�s� S89°04�55��E 261.95 �Z96 QQQ���cc u ,•. ,•. r. r. ,•. ,•. ,•. r. ,•. / m I I .� 7 989.1 / ® / FND IP OPEN ob° 989.9 982.3 22"990. / 989.2 / 0 987.0 i / 12" 9 4 9 4. / / .2011 q ` ` \�_ 15 / 0 985.2 / 8 / WET A-3 14 WET - 8ET 20A-5 0 988.5 989. x / / / �,983*1 9,92 .� \ / � 1.7 �BSBL-BSBL-BSBL-BSBL-BSBL-BeBL�BSBL-BSBL��/WVEK /2 . - : - - : 989.2 x 0 / LO /YO / // / x 834/ // 983 // // / V �` / / / // / / 82. x 985.5 x 9 3.9 /-984.0 / / WOODS \ 984.6 \ 98&� _'�5 WETLAND - xjsa \ / x 985.7 x 983.7 \ - oz �� x 986.` SETBACK 984.2 -x-984.0-- _ I / 982.9 / c y.��........... . --- \ x 984.7 A UD. I S U. 1Y/0. 230' x 985.8 v.....�............... /- / \989 990.0 0 I o I ..... .... .. . 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O I ` -- m ( x988.6 g86x 995.7 \ \ �--------50---- '�` -- �a CD 1 \ I x 991.0 995.8 .. .. . x 993.2 x e/T 994.1 -� I x 988.6 986 5 O x 994I3 �°' ���. 9 �1P �M N \ x 991.\ x 94.1 I I 8g 2 0 ��s Rl E�wq US . 1 / �9 9 1 ��----5--- 0 / '51 9S \ \ 74.7 x o 90 988.5 Go WOE_ �� Ox 2 995.2 o 994.8 1 x 993.7 x 992:5\ 990.9 •�� �� 988 989.2 / ® s ssS2 \ \ 0.1 986.8 99 \ A o ?46 STONE I ii N o sx x 22S 0(OXIST//7C 15.4 / 3 .. WELL\ x 992.4 .' J RETAIN9(VG�� �tiw s88� 988.5 coCRys h'00 6.0 ®995.1 / 1 WALLS o' i s£ TMS BSE 9Ff, sss.. 994.o�/ 95.8 ----- 1 ---------------- ---X990------- ��gql 11.2 4 q Y RO 993 ------ �- / 1 / 992.1 x T� �• 2/"4i -� qD / ��7.3x a1 o 94.1 m 993. rn w EC I m . w K / c cb CP C rn x94.0 I 993.9 994. rn sS z,, i�2 W I °' ..... . 6 �' x 992.8 I Lo 1 995.1 5.0� rn 0 0 0 I O�. 4. 994 3 x ss? I x 991.0 x x 994.8 995.0 0 / x 993.7 987.5x � x 993.51 'x � I \ / ° \\I M � 94 I 0) �, 4 �. 1 x 994.6 � 8 / o / LD 994 9 2 0, I x 992.8 P 995.Ox 0 ,o °' m I = .. x 995.1 x 994.2 995.1 co c 9� I x 994.3 x 994.1 G x x 93.9 995.1 993.8 WOODS � � �\ x 0 1 x 991 2 ���................... . x 994.8 x 994.3 x 995.0 x 9 nese -less - �a5e x 995.2 x 995.5 x 995.8 -996- END IP OPEN 996.4 0 99� I \ 995. II ­994 -1 / i \ x 994.3 987.9 i z 993.8�� ,� � 993.4 x 992.8 �. �4.0 x 993.4 � As x 994.2 I \ j "� _ � � o_ 4.5 \ 11,x 992.7 n� I ... ... . . o / _ n I x 990.5 988.2 _ 991.1 �ese�.lese-less -�Bs993.4ese- tea -Hese -tea -lase -nese -lase -i 90�j�sep-�i�oi lase .. .... x�93.0'� / y xlg8 9. 91.4 1 9 I. x 1 90.6 89.2 988.4 0 .......................... . ♦I 1 x 988.6 � x x 94.1 '0 el M \ i N CON C. 0 .........' .. WOODS 9s4.e 94\ ,--STOVE IWOODS 988. \ \ 1 n n \-J L _ Lv Asbuilt Elevations I Proposed Garage Floor Elevation = 996.2 Asbuilt Garage Floor Elevation FIELD CREW NO. BY DATE REVISION ALL 5 JPR 8/21/2018 STAKED HOUSE DRAWN 6 EMW 8/23/2018 WATERSHED COMMENTS EMW 7 EMW 2/28/2019 LOWERED HOUSE, REVISED TAKEOFF CHECKED 8 EMW 3/5/2019 REVISED GRADE BEHIND GARAGE DBP 9 EMW 5/19/2019 FOUNDATION ASBUILT DATE 10 EMW 10/8/2019 REVISED GRADES 6-26-18 11 JRS 2/16/2022 FINAL ASBUILT 0 99� I \ 995. II ­994 -1 / i \ x 994.3 987.9 i z 993.8�� ,� � 993.4 x 992.8 �. �4.0 x 993.4 � As x 994.2 I \ j "� _ � � o_ 4.5 \ 11,x 992.7 n� I ... ... . . o / _ n I x 990.5 988.2 _ 991.1 �ese�.lese-less -�Bs993.4ese- tea -Hese -tea -lase -nese -lase -i 90�j�sep-�i�oi lase .. .... x�93.0'� / y xlg8 9. 91.4 1 9 I. x 1 90.6 89.2 988.4 0 .......................... . ♦I 1 x 988.6 � x x 94.1 '0 el M \ i N CON C. 0 .........' .. WOODS 9s4.e 94\ ,--STOVE IWOODS 988. \ \ 1 n n \-J L _ Lv 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 CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 16th day of February, 2022. 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 Daniel L. Schmidt, PLS Minnesota License No. 26147 RESULTING FROM ILLEGITIMATE USE. Schmidt@sathre.com DESCRIPTION OF PROPERTY SURVEYED (PER CERTIFICATE OF TITLE NO. 1106747) That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10; That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota. NOTES 1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356 PID: 04-117-23-24-00-02 2. Flood Zone Information:This property is contained in Zone X (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 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.) per Flood Insurance Rate Map, Community Panel No. 27053C0301E, effective date of September 2, 2004. 3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres. 4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88) 5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site. SETBACKS: Front = 50 Feet Side = 30 Feet Rear = 50 Feet 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 conclusive restrictions for this site. 6. We have shown the location of utilities on the surveyed property by observed evidence only. 7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on May 8th, 2015. 8. Features on the site were located to the best of our ability. Due to seasonal conditions at the time of this certification additional features may not have been visible and therefore not shown hereon. Proposed Elevations Asbuilt Elevations FIFE Proposed Garage Floor Elevation = 996.2 Asbuilt Garage Floor Elevation = 995.3 Proposed Top of Foundation Elevation = 995.7 Asbuilt Top of Foundation Elevation 0 Proposed Basement Floor Elevation = 987.0 Asbuilt First Floor Elevation 991.3 s9 X Asbuilt Lookout Opening Elevation = 990.4 SURVEY MONUMENT FOUND Asbuilt Walkout Floor Elevation g88s p,9 \ .. . N89°25' 16"W 262.31rl Proposed Coverage Asbuilt Hardcover I Lot Area = 77,486 S.F. Lot Area = 77,486 S.F. FN si.o s. House Area = 4,534 S.F. House Area = 3,569 S.F. EXISTING GROUND ELEVATION Lot Coverage = 5.85% Driveway Area = 3,859 S.F. D JUDICIAL Stoop Area = 256 S.F. STORM MANHOLE ❑A Brick Walk Area = 143 S.F. LANDMARK- --'cl WELL 1 /1 T' �\ '� I /1 /� �x A FOUND N N L_�J o N veER Ria Race Ret. Walls Area = 540 S.F. I Total Area = 8,814 S.F. BAYS ruF Coverage = 11.37% T E. LAKE S [. 84 � �tR, 0 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 CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS Land Surveyor under the laws of the State of Minnesota. STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 16th day of February, 2022. 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 Daniel L. Schmidt, PLS Minnesota License No. 26147 RESULTING FROM ILLEGITIMATE USE. Schmidt@sathre.com DESCRIPTION OF PROPERTY SURVEYED (PER CERTIFICATE OF TITLE NO. 1106747) That part of Lot 10 Lying South of the North 371.35 feet of said Lot 10 and East of the West 685.18 feet of said lot 10; That part of Lot 11 lying East of the West 685.18 feet of said Lot 11, Auditor's Subdivision No. 230, Hennepin County, Minnesota. NOTES 1. Site Address: 225 Old Crystal Bay Road South, Orono, MN, 55356 PID: 04-117-23-24-00-02 2. Flood Zone Information:This property is contained in Zone X (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 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.) per Flood Insurance Rate Map, Community Panel No. 27053C0301E, effective date of September 2, 2004. 3. Parcel Area Information: The Gross land area is 77,486+/- square feet or 1.77 +/- acres. 4. Benchmark: Elevations are based on MNDOT GEODETIC MONUMENT #81490 (2713 AF) ELEVATION= 1030.628 feet (NAVD88) 5. Zoning Information: The current Zoning for the subject property is RR -113 per the City of Orono zoning map. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono web site. SETBACKS: Front = 50 Feet Side = 30 Feet Rear = 50 Feet 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 conclusive restrictions for this site. 6. We have shown the location of utilities on the surveyed property by observed evidence only. 7. The wetland delineation was performed by Kjolhaug Environmental Services on May 5th, 2015, and the delineation flags were located on May 8th, 2015. 8. Features on the site were located to the best of our ability. Due to seasonal conditions at the time of this certification additional features may not have been visible and therefore not shown hereon. Proposed Elevations Asbuilt Elevations FIFE Proposed Garage Floor Elevation = 996.2 Asbuilt Garage Floor Elevation = 995.3 Proposed Top of Foundation Elevation = 995.7 Asbuilt Top of Foundation Elevation = 995.7 (Foundation Asbuilt) Proposed Basement Floor Elevation = 987.0 Asbuilt First Floor Elevation = 997.5 HIGH -�- Asbuilt Lookout Opening Elevation = 990.4 SURVEY MONUMENT FOUND Asbuilt Walkout Floor Elevation = 989.2 © Asbuilt Basement Floor Elevation = 987.0 (Foundation Asbuilt) Proposed Coverage Asbuilt Hardcover I Lot Area = 77,486 S.F. Lot Area = 77,486 S.F. FN si.o s. House Area = 4,534 S.F. House Area = 3,569 S.F. EXISTING GROUND ELEVATION Lot Coverage = 5.85% Driveway Area = 3,859 S.F. D 4i�t w NIL1.- Stoop Area = 256 S.F. STORM MANHOLE ❑A Brick Walk Area = 143 S.F. O WELL Brick Area = 37 S.F. FOUNDATION ASBUILT ELEVATION Deck #1 Area = 389 S.F. N N Deck #2 Area = 21 S.F. o N veER Ria Race Ret. Walls Area = 540 S.F. I Total Area = 8,814 S.F. BAYS ruF Coverage = 11.37% SATHRE-BERGQUIST, INC. 14000 25TH AVENUE NORTH, SUITE 120 PLYMOUTH MN 55447 (952) 476-6000 WWW.SATHRE.COM X972.5 GRADING ASBUILT ELEVATION OO CAST IRON MONUMENT FIFE CATCH BASIN 4 FLARED END SECTION D4 GATE VALVE < GUY WIRE © HYDRANT HIGH -�- a J • SURVEY MONUMENT FOUND V SURVEY CONTROL POINT © ISTINE DR. POWER POLE S I ® SANITARY CLEANOUT FN si.o s. Af �. 972.5 EXISTING GROUND ELEVATION C PROPOSED GROUND ELEVATION D 4i�t w NIL1.- RO- SOMERSLT STORM MANHOLE ❑A I O WELL _I FOUNDATION ASBUILT ELEVATION N N o N veER Ria Race °FF R I O BAYS ruF w00° TR. T E. LAKE S [. 84 � �tR, Y S RD � ; SEX �� M C Stubbs ry v� A A Buy o w x P L C% 84 FOX -ST. X972.5 GRADING ASBUILT ELEVATION OO CAST IRON MONUMENT FIFE CATCH BASIN 4 FLARED END SECTION D4 GATE VALVE < GUY WIRE © HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT © LIGHT POLE `Q-) POWER POLE S SANITARY MANHOLE ® SANITARY CLEANOUT -� SIGN 972.5 EXISTING GROUND ELEVATION (972.5) PROPOSED GROUND ELEVATION D STORM DRAIN O STORM MANHOLE ❑A A/C UNIT O WELL TWPA 17-RGE.23-SEC.04 FOUNDATION ASBUILT ELEVATION 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND WOE WALKOUT ELEVATION FIFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. © CABLE TV PEDESTAL 0 ELECTRIC TRANSFORMER O ELECTRIC MANHOLE O ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE oHu SOIL BORING TREE CONIFEROUS > TREE DECIDUOUS OT TELEPHONE MANHOLE D TELEPHONE PEDESTAL O UTILITY MANHOLE ❑u UTILITY PEDESTAL ws WETLAND BUFFER SIGN X972.5 FOUNDATION ASBUILT ELEVATION BITUMINOUS -�-°�- BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB CONCRETE -960 - CONTOUR EXISTING 9so CONTOUR PROPOSED ----�-�- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY RAILROAD TRACKS > SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND WATERMAIN Hennepin County CERTIFICATE OF SURVEY FINAL ASBUILT O RO N O, PREPARED FOR: MINNESOTA JASON PITTS FILE NO. 31380-021 1 1