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HomeMy WebLinkAbout08-17-20 As-Builti / \ I n T 'I A / m / / i ❑T / E 4�8�60 0 A==44'13112 R=50.00 \ 2 4 0 \ 4 0 44 13 12 N68�� / \ \ 9�628s��/6,, 38.59 U U I L _ \,J I v \Q I2 / \ 975.8 975.8 975.9 x975.9 975 7 F9�g9 x 976.6 ~\ 9756 / \ x 974.8 F\P �I2 9�S 43 8 T x 974.4 97 \ 9 y t1 T � X97 � � /p 67 lZ u��1.7 x 977.3 x 976.1- 8\ 4- �4 2 \ T T \ \ �� s7s R, Cp V �\ x \ \ S d, 325.00 T 5 / x 977.6 �x 977.1 \ � 26 �� � 19;13� � J � 0'4 x x 976.3 \ x co 0 / \ 975.3 x / 5 / 9>> 3 14; 55 rn x /976.3//,-9 977.3 M \ x 972.7 ! \ _ 9 x X 977.5 I 972.5)K x 972.6 973.2 x J/ 97 X 976.6 I / �r x 976.3 \ 8.I / 974.9x -�, 975.6` \ x 976.7 \ x 976.2 1O�977.2 \ \ \ ,978.1 0973.2 WEL x / / �/ \ x 976.2 978.6 / 973.8 \973.5, x . \ � x 977 O O N W 00 U0 N N O (D Z /11 ITI /1T /-N `J V I L_',J 1 \7 978.6 978.8 979.0 978.7 979.0 978.7 979.0 978.7 978 9 973.6 4 x 971.4 9�5897� / x 977.6 979.6 x 05/ " 97 x976.0 i� �LOC�.x,.7 \ \ / / 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 22nd day of May, 2019. JaredAverbeck, PLS Minnesota License No. 53642 j averbeck@sathre. com I 9 _ - �t978.0 \ -978- 9780 - 1 / - ��\ V 978.1 j�978.0 \� / x / 979.0 / / /3 /1x 9`71.8 970.4 x 97L4 x 75.6 / 978.4 979 0 \ �j x(975.9 \/ % � \ 7 LO x 970.2 xIRV 971.9 \ E'N �6) 9790 9 I 15 1 1 J \ \� ' / // LIGHT POLE x �°^ G �� /60 9)92 9j9R x 978.6 979.2 x 978. 0 7 / / 1 L 9703, SANITARY CLEANOUT 9) x I 979.1 DESCRIPTION OF PROPERTY SURVEYED Lot 15, Block 1, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 1) Site Address: 690 Pinehurst Court, Orono, Minnesota 55364 2) Flood Zone Information: This property appears to lie in Zone X (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.) per Flood Insurance Rate Map, Community Panel No. 27053CO284F, effective date of November 4th, 2016. 3) Parcel Area Information: Gross Area: 87,884 s.f. - 2.02 acres 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of 1013.67 feet (NAVD88). 5) Zoning Information: The current Zoning for the subject property is RR -113 (One Family Rural Residential) per the City of Orono's zoning map dated March 2011. 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 January 6th, 2017 and are as follows: Principal Structure Setbacks - Front: 50 feet (Augusta Street) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: 35 percent of lot area (Tier 3 per City of Orono 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 979' I 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 x77.6 - encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There ---w- FIP 25684 0977.1 may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place 977.7 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. \ 977.6 \ / /C \ \ �. .809_ 96 9j 9 9 x 978.7 x 976.0 -� 976.4 \/ / J \ �. Oj' S 9S S9 9 I / o � 0) TOO � S x \ 979.3 / ,o x s7s.2 \ / x0� / a rn 8 �D f C 979.3 I �/ \ �976i x9 96 8 97a-- ��oM ��rn 969.3` 2.O .i 9 .i'; x 975.7 \ J \ w Q x x968.9` 968.7 x 968.3 0, 9 I o / voC4 / 9 79. w a n m JS 69 ��/ �/ 2> `�0 9 �94 5 x 979.3 CID \ \ \ vl rn / + 975.5 X x 968.6 G O A/tiF��C 9810 9¢ 9�9 x 979.3 9��\ I x / x / x 968.5 x 967.2 \ 969.3 9S nl`ST'�A \ ^h S 19 9795 / 96.8 (1 968.6 •S � O 9y9 �O O 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. RESERVESTHE 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 22nd day of May, 2019. JaredAverbeck, PLS Minnesota License No. 53642 j averbeck@sathre. com CL DR 1 JPR 6/25/2019 TOP OF FOUNDATION ELEVATIONCONVEYANCE 967.7 1320 61 )979.5 9 9 5.979. 4 DATE 6 TS 8/6/2020 TOOK PROPOSED CONTOURS OFF 04/17/19 7 MA 8/17/2020 TAKE EXTRA TOPO TO ADD TO YHE GRADING ASBUILT O x 967.6 966.E 1 1 • SURVEY MONUMENT FOUND 6 SURVEY CONTROL POINT 0 LIGHT POLE 965.5 967.9 x \ / /O SANITARY MANHOLE 0) SANITARY CLEANOUT \ x 967.9 \o \ SITE \ M s 9 ,.- ` // 980! T h _ 979.6 ,- 979.5 66.1 O\y sT \SA L x 967.6 I 969.0 O / O OF ^�. 9693 O g�OF 9)F 0 ��° ----------- 9) 9�9 9S 97 '� 278. ___ 976.9` - - - /o v TWP:117-RGE.23-SEC.06 /// �O / 9) 976.KI 3 967.6 + X .0 69S 151 y WF,T BRANCH kD. �" F x 967.3 \ \ `961 9by(0. // O Ate' AqM �N A L x 968.3 �s9 nTN kz�W Hz�� 1 E 9 6 7.1 ` Udo,'. 3S0 2A9 9,90_ �O \ ) x 968.7 9S 9 ^Cb , �Q OF °j o 1 \ Ly Ob C x 978.5 �O \ F 967.7 x 0) lb x 969.3 > lE� I 0^� 969.9 x`� q6 / ^ I o \ 00 \ 9, 9 / >89 x 977.5 1 r 1 ^� 9)28 0j 9 D 9 \ x 966.9 -g, I \F / 976.Sx ID rn 971.9 9748 °� + T/4 q}g �96 9>>\ �<� x 978.5 / I x1.6 � 9 1 x 968.7 x.9 - 2 9 / / -� 01 x x 973.\ 978.0 8g I 967.8 xI IRV \ \9 x 971.1 x972.7&� \ X 969.4 x 974.7\ / x 977.5 X977.9 I x 972.5 \ \ \ \ / x 977.0 x 969.2 � x 970.5 I x 975.3\ 976.0 976.7` \ 972.0 x 970.3 / \ x973.9 x 976.9 \ I / \ x 977.3 x 9716 \ x74.7 \ ` �� �916� - / \\ X9 7 5.9 x 977.0 x 973.2 \ x 974 2 x 974.7 x 975.1 x 974.4 r- 0 C6 N N Ld O L0 L0 O Z \ I \ 1 1 \975.3` ^`V ` SB1 38'44„ \21\ >>� W 0 � -/ x 977.8 x 6, � A� ---- FUTU I \ D D A R E A ---- OF TWE 975.3 ` SEPTIC R\ -T SEPTIC SITE 976.2 5 \ I - \ \ n 975.5 ----------------- RVgTIQN E I CONSE \ \1-1 I SEMEN___------ \ PER. DOC N0. T 5284392 _ ----- ------------ --- _- ----- - ----- - - ----' /- --- - -- ----------------- \ I M Ln FNQ IP I/2 LEANING -17.8 Ln FIP12755 N88°34' 11"W 335.39 973.2 FIELD CREW 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. RESERVESTHE 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 22nd day of May, 2019. JaredAverbeck, PLS Minnesota License No. 53642 j averbeck@sathre. com CL DR 1 JPR 6/25/2019 TOP OF FOUNDATION ELEVATIONCONVEYANCE DRAWN 2 MA 7/18/2019 FOUNDATION ASBUILT JPR 3 MA 7/13/2020 GRADING ASBUILT CHECKED 4 JPR 7/29/2020 SEPTIC JJA 5 JPR 7/31/2020 PROPOSED CONTOURS /SEPTIC MANHOLE DATE 6 TS 8/6/2020 TOOK PROPOSED CONTOURS OFF 04/17/19 7 MA 8/17/2020 TAKE EXTRA TOPO TO ADD TO YHE GRADING ASBUILT I /1 T -1 �^ x 973.2 Development Plan Data - WO Garage Floor Elevation = 1000.0 Basement Floor Elevation = 995.0 Proposed Elevations - WO Proposed Garage Floor Elevation = 979.8 Proposed Top of Foundation Elevation = 980.0 Proposed Basement Floor Elevation = 970.0 Asbuilt Elevations Asbuilt Garage Floor Elevation = 979.7 Asbuilt First Floor Elevation = 981.0 Asbuilt Top of Foundation Elevation = 980.0 Asbuilt Basement Floor Elevation = 970.2 X972.5 FOUNDATION ASBUILT ELEVATION X972.5 GRADING ASBUILT ELEVATION x 973.4 WALKOUT ELEVATION FIFE CAST IRON MONUMENT E 19 ' FLARED END SECTION X GATE VALVE < GUY WIRE ❑E HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND NUR fH SURVEY CONTROL POINT 0 LIGHT POLE 71 -)POWER POLE O SANITARY MANHOLE OVERHEAD UTILITY SANITARY CLEANOUT \ SIGN SITE \ M s 9 ,.- GROUND ELEVATION N I O\y sT STORM MANHOLE 'S,T YARD LIGHT D A/C UNIT OO WELL v TWP:117-RGE.23-SEC.06 Hennepin County S C 151 y WF,T BRANCH kD. �" M A Ate' AqM �N A L nTN kz�W Hz�� 1 E B x 973.4 WALKOUT ELEVATION FIFE CAST IRON MONUMENT E CATCH BASIN Q FLARED END SECTION X GATE VALVE < GUY WIRE ❑E HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND 0 SURVEY CONTROL POINT 0 LIGHT POLE 71 -)POWER POLE O SANITARY MANHOLE OVERHEAD UTILITY SANITARY CLEANOUT \ SIGN X972.5 GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE 1 YARD LIGHT D A/C UNIT OO WELL TWP:117-RGE.23-SEC.06 Hennepin County SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM ORONO, MINNESOTA tiO RIS Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 AHI Nc. North SCALE W FEET SURVEY LEGEND WOE WALKOUT ELEVATION FIFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. ❑C CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER OO ELECTRIC MANHOLE OE ELECTRIC METER © GAS METER O GAS VALVE ❑H HAND HOLE GAS UNDERGROUND SOIL BORING OVERHEAD UTILITY TREE CONIFEROUS \ TREE DECIDUOUS O TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL TELEPHONE UNDERGROUND TRAFFIC SIGNAL OO UTILITY MANHOLE ❑u UTILITY PEDESTAL BITUMINOUS BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB CONCRETE 960 _ CONTOUR EXISTING CONTOUR PROPOSED - - ---�- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE Eo FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY 1' 1 1 1 1 1 1 1' RAILROAD TRACKS > SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND WATERMAIN FILE NO. CERTIFICATE OF SURVEY 64685-028 GRADING ASBUILT 1 PREPARED FOR: NORTON HOMES 1