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HomeMy WebLinkAbout11-17-21 As-Built982.9 978.5 976.9 975.2 971.8 983.9 981.5 980.0 973.6 \ x / 985.8 985.1 984.6 970.1 1 971.5 69.4 R \ / / / I �-3=5- - � / / N87°18'5811E 162.05 / 975.8 21--- 986.9 68.1 41- 1CQ °lc� 00 / 974 x 74.5 x 973.3 11 x II _N71.8 �' / ' /,8 �9%'� 980.7 \ 1 972.41 973.6 INV= 968.8 < 967.6 66.9 93 x 983.0 \ \ \ x 975.7 1 1 \ 683\ 987.3 \ x 984` o \ \ _ \ \ 973.9 x 974. \ E 11 9 X 98I,8 4 73 I x 971.1 O .\ \ \ ye/965.7 74 0 \ 4 \ �� 6 x 9 6 \ \ x 979.5 � ° x 969.4 965.5 \ x 982.8 \ � \ i 977.8 a a� � �\ cD x 985.2 x 985.5 \ \ 974.7 ° °74.3 x 972.8\9 965.0 987.8 \ x 976.9\ ° \ 11 \ 2\ x . \\ \ .5 \ \ \ \ \ x68 O \ \ \ 1 x 975.4 1 . 1 x 751 x 972 6 \ x 5 I� 988.0 I \ \ \ \ � ° \ \ \ 1 1 / 9641 \ 964.6 � ` 975.7 � \ \ x 985.8 x 984.4 x 981.5 ° o x 974.8 ?4, gW\ x71. \NO x 986.3 x 986.9 i \ \ I fig) / 975.4 975.2 973.7 � / \ \ 963.3 \ \ - I \ x 97$,8 / '� BW 9 .7 x 969.4 \ \ 964.2 d \ \ \ x 976.5 �I �\ \ x 9\.3� \ �� 988.2 N V \ V ° ° ° _ -97.9 \ x 976.3 976.6 O J x 9 /6.2� T ELL \ \ TN�9, \ � S � BW ® x 96.,5 O I x 97� 7 1 ° 76.5 O 972.0 9 •6 968. \ Z \ \ \ \\ l 1 x 976.8 / x 983.2 I x 976.7 1 °_i ° 976,6 �/T 75.3 � IN IS'\ \� 976.7 Y gW k� 8.8 I x 87 4 x 987.6 \ \ \ x\ 80.3 \ x 976.9 ° 978_0 TW 975.1 971.7 \ x 964.7 `9' 963.9 / x 980.5 77.0 ` 77.8 \ 978.0 \ BW I I x 967. rrQ a 963.9 / / x 989.7 �I \ \ 977.6° x 969.2 O] 98.4 I / x 9 0.2 I I x 977.0 a ° 97B.79> 976.85M 971.3x / s 963.8 rn a ° 2 / 978.6 ; �� TW 4� 970.7 961.6 963.7 x 9 7.6 _X-9- $9.7 I 9 2.0 N 977.7 OOV / / 1 S \ Q/ 74. / / --- / I� I I 8\ %/ /� \ 78� S % fix/ 9722 / ((( \ FND �_ 684 x 980.8 7 \ 963.7 - - 987.1 / I � x 977.8 / /24.2 78.1 8.0 N / 72 5' O I M 990.1 - // O x12.0 5 TW / \ 10 ` / Co I^� �/ GFE= / 977.7 !Jx UI / TW 19.8 963.6 9 8.3 / x 98 .6 ° 978.2 /M 7 W / ��F� 971.1 969X0068.9 J. 967.9 / 4� I / xc989.6 / 1 1 x G�RgG / � �// gg0. 9.4 / v / l I x 5 F 1 B x 965.8 x 087.8 '5x 983.6 \ `5\ x 978.0 F % 978.`�ALKO DENOE T 8 / x 964.2 I f1 \ �INIER R 9 S STREE 969.2 �_ \ 990.0 Q / \ 9779 462 ST' AND WOE=� 969.3 x 967.5 I I /---_x\ 1 I � xg8q�6 I / I I \ X978.0 969.6 x(968.1 I / 964.2 \ -98 Q � / ASH 24"" 982.3 977.8 8 0 3 x x 968.5 i / \ \ �x x 969.1 _,� � �y 987.9 / / I \ 983.2 1 \ �s 978.1 977.7 x 967.5 I x 65.3 964.2 988. I x 990.0 989.7 x 984.8 I 1 TW976. % W x 968.5 50.8 / 964.3 / 1 / gg (x 967.9 Ix 983.7 1 ` / N ov / 19.5 9E9.0----- ---- -p, /71.7x ---------- \ � 976.2 � BW N I 964.6 I / I x 983.0 1 \ x 97 .4� gW 14 �j �� 971.9 TW971.2 969.0 x 967. g I x 979. / T 972.4 ' TW x 9(68.2 6 964.6 \\ x 987.8 x 989.8 I �� Ix 981.9 \ 972.2 � 11.0 � 987.8 \ / I / / TW 973. 973.OW SCRECH 72 2 971.0 970.5 969.3 I BW � s N x 984.7�m x 983.4 \ x`972.0 POR x I I o O x 973.8 \ \t ` \ xg\8C g CK J / 982.8 97�1.o DE \ 964.7 6' 6'O - O / / I \ 971.6 x 970.7 97 0.0 \ 9x 87.4 \ \ \ x 973.0 1.9 9 65 \ � 971 972.� x 0 \ . \ �/ / j x 984.9 I x 979.7 1 \ / / 987.3 /x-985. \ I I x 977. \ \ x 970.5 \ \ �S ` ` \ x 971.0 \ 964.8 x 985.1 x 981.3 I \ x 971.4 x 970.��7 1 ON \i �� I -_ 10.... x 967. i 3j, fA / x 979.3 s 974.1 \9 c5� O l / �2� 970.2 \ x 96f.2 964.8 / \ x 971.3 \ \ DO / \ / x 983.4 / x 9' 6.4 - \ x 972.2 x 967.7 \ 964.9 / \ > \ 964.7 \ � � / x 986.6 / 977.2 � � x 973.2 \ 974.8 x 969.9 \ 986.7 x 178.2 \ \ 970.5 x \ x 9 6 1 � RIP 53642 / ,983.5 / x 977. 975.1 I 963.9 r / 6 _ 986.4 �. \ x 983.5 I 977. PAVER PATIO 974.7 x 971.5 x 969.8 \X 967.6 6� ��� \ o 976.7 x 975.3 974.7 1 x 972/ l) \ x 966.3 � ■ x 981.5 977.3 / x 973.2 �c 967.9 \ / x 979.8 x 977.6 975.2 974.9 / x 970.1 \ x 983.3 977.3/ / x 970.4 x 966.9 986.0 D T x 969.0 5 \ \ / x 981.7 / ASH 26"" 976.0 / / BLOCK 61\ \ \ x 974.7 I 978.1 x 971.8 x 971.2 r x 968.5 \ \\ \ 1 \ \ x 978.9 ( x 976.8 I 985.5 x 972.4 I x 97414ASH 0���� LOT 15 x 969.8 �x 968.0 X 970.4 x 969.4 981.3 cc f \ 4 .\� x 969.8 x \ I --\, \ 976.0 \\ \972.1 x 971.3 x / �� \ \ 1 970.I-� `= 969.9 \ 85.2 � � \ x 970.6 x`970.1 � I \9 x 974.7 x 973.2 1 g \ \ � x 980 ,6\ \ \ 849 \ \ \ x 976.7 \ 1 x 970.7 \ \ I \ \ \ x 972.0 973.3 x 971.3 x 970.9 x 970.6 x 84.6\ / \ ' 84.2 ASH 16"" 972.4 I / 983.5 \ \ \ \ \ \ \ \ 982.9 ASH 2011" \ I 982. A \ \ \ \ I \SPR �" \ 982.0 �J^�o \ \ \ W975.2 \ \ \ I a \ \ \ 981.5 3Q6S \ \\ \\ 981.2\ ( ASW. 18 \ 980.7 \ \ (\--� 976.2 \ \ I 980.1 \ \ \ \ \�\ 79.7 \ 979.2 978.7 \ � v \\ I 978.2 N co N N N N O Z 'I A 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. 13) Benchmark: CPIP 981 @ Lot 15, Block 3, LAKEVIEW OF ORONO = 976.18 Feet Proposed Elevations -Side Walkout Proposed Garage Floor Elevation = 978.2 Proposed Top of Foundation Elevation = 978.5 Proposed First Floor Elevation = 980.1 Proposed Top of Lookout Opening Elevation = 972.7 Proposed Basement Floor Elevation = 969.5 FFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION X DRILL HOLE FOUND DESCRIPTION OF PROPERTY SURVEYED O W TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET EEI LIFT STATION LOE LOWEST OPENING ELEV. X J O Z of (S) SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT Lot 15, Block 3, LAKEVIEW OF ORONO, according to the recorded plat therof, Hennepin County, Minnesotaa c~n < - PK NAIL MONUMENT SET sT STORM MANHOLE BUILDING SETBACK LINE A PK NAIL MONUMENT FOUND ® STORM DRAIN 0 CABLE TV O PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB Z�, SURVEY CONTROL POINT 4 FLARED END SECTION -960 _ _ CONTOUR EXISTING ❑A A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED STANDARD NOTES 5 0 of w J GUARD RAIL ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT W CO 0 H m ::) OE n TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND EO ELECTRIC METER 1) Site Address: 4625 St. Andrews Street, Orono, Minnesota 55391 d = Q w o Z Q ■ ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND 0 =Z)Q� N ZO GAS- GAS UNDERGROUND LIGHT POLE 0 UTILITY PEDESTAL 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. OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE FIRE DEPT. HOOK UP OW LLO z U) w J > Q FLAG POLE • WATER METER ,> STORM SEWER 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. z P:Z d c& Z TEL TELEPHONE UNDERGROUND ET FUEL TANK 0 WELL 27053CO285F, effective date of 11/04/2016. O PT PROPANE TANK MONITORING WELL ITL UTILITY UNDERGROUND © GAS METER m ¢ofZQ W I IL GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL 4) Parcel Area Information: Gross Area: 87,200.73 s.f. - 2.00 acres 20 -o j >_ _J 'C" HYDRANT RAILROAD TRACKS GENERATOR ITRv IRRIGATION VALVE $ O LLw2H - GUARD POST Piv POST INDICATOR VALVE 0- RAILROAD SWITCH 0 HAND HOLE 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.666 feet (NAVD88). Z Q W O Q 0 SATELLITE DISH 0 MAIL BOX sB SOIL BORING a WETLAND BUFFER SIGN LL w = 0 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION 6) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated September _ 2016. 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 U R _J cD W = J of October 10th, 2018 and are as follows: Q w Principal Structure Setbacks - Street(s): 50 feet (St. Andrews Street) >��_� > W Z W w w Side: 30 feet 0 X w W 0Q Q Rear: 50 feet (n Z) W H Height: 30 feet o Uz H W Z) Hardcover: 35 percent of lot area ( Tier 3 per City of Orono Stormwater Quality Overlay District Map) Q V W ZU)~Zln 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 C01 w UJ = m m 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 m O site. All setback information and hardcover data for planning and design must be verified by designers, architect or the likes. m Z O _J cn00 �ofwWcn o=�mw O H uj (9 Z 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 Z U _ 2 property that 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 >- z Q o mapped area, therefore extreme caution must be exercised before any excavation takes place on or near this site. Before digging, you are required bylaw to OU 00 U) W notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 0 � Z }} O Q Q O J W W Y W 8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. W -J P N Fn co p o m w U Q °D ) in- Z Z W 'J 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. w 0 a d LL cntrZ)ww Z d ¢ Of Y 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. 13) Benchmark: CPIP 981 @ Lot 15, Block 3, LAKEVIEW OF ORONO = 976.18 Feet Proposed Elevations -Side Walkout Proposed Garage Floor Elevation = 978.2 Proposed Top of Foundation Elevation = 978.5 Proposed First Floor Elevation = 980.1 Proposed Top of Lookout Opening Elevation = 972.7 Proposed Basement Floor Elevation = 969.5 Asbuilt Elevations Asbuilt Garage Floor Elevation = 978.2 Asbuilt First Floor Elevation = 980.1 Asbuilt Top of Foundation Elevation = 978.5 Asbuilt Basement Floor Elevation = 969.6 Asbuilt Lookout Opening Elevation = 972.6 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 17th day of November, 2021. Daniel L. Schmidt, PLS Minnesota License No. 26147 schmidt@sathre.com DRAINAGE AND UTILITY EASEMENTS ARE SHOWN HEREON FROM RECORDED PLAT AND LABELED AS SHOWN Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND Q CAST IRON MONUMENT ® PIEZOMETER WOE WALKOUT ELEVATION • IRON PIPE MONUMENT SET cC1) POWER POLE FFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION X DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET EEI LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND (S) SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS PK NAIL MONUMENT SET sT STORM MANHOLE BUILDING SETBACK LINE A PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV O PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB Z�, SURVEY CONTROL POINT 4 FLARED END SECTION -960 _ _ CONTOUR EXISTING ❑A A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND EO ELECTRIC METER OT TELEPHONE MANHOLE -X-X- FENCE ■ ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND 0 YARD LIGHT O UTILITY MANHOLE GAS- GAS UNDERGROUND LIGHT POLE 0 UTILITY PEDESTAL OHI OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE FIRE DEPT. HOOK UP OW WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE • WATER METER ,> STORM SEWER FUEL PUMP c& WATER SPIGOT TEL TELEPHONE UNDERGROUND ET FUEL TANK 0 WELL RETAINING WALL PT PROPANE TANK MONITORING WELL ITL UTILITY UNDERGROUND © GAS METER m CURB STOP I WATERMAIN GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL • GAS MANHOLE 'C" HYDRANT RAILROAD TRACKS GENERATOR ITRv IRRIGATION VALVE $ RAILROAD SIGNAL - GUARD POST Piv POST INDICATOR VALVE 0- RAILROAD SWITCH 0 HAND HOLE SIGN 0 SATELLITE DISH 0 MAIL BOX sB SOIL BORING a WETLAND BUFFER SIGN X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION i �0 V MW W W 2 VJ CD 0 CD N LO rn LO Z Q Q N Q Q o� Q O O U mLU � � Q 0 � O 3: o LO TWP.117 - RGE.23 - SEC.07 Project City: Orono Hennepin County FILE NO.: 31380-030 Sheet 1 of 1