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HomeMy WebLinkAbout4315 LAKEVIEW CT - surveyDESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 3, LAKEVIEW OF ORONO, according to the recorded plat therof, Hennepin County, Minnesota STANDARD NOTES 1) Site Address: 4315 Lakeview Court, Orono, Minnesota 55391 R= 65, 00 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. A= 86 °21'1011 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. 97 96 \ 27053CO285F, effective date ofl1/04/2016. \ 983.3 \ \ 984 8 4) Parcel Area Information: Gross Area: 87,697.04 s.£ -- 2.01 acres \ 9813 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.666 feet (NAVD88). �82 985.9 \ �' �--- _ 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 978.9 9 6� \ _ -9 2.9 x 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 of October 10th, 2018 and are as follows: 977.6 gbh /x86.2 \ \ 9�2 �jo Principal Structure Setbacks - Street(s): 50 feet (St. Andrews Street) 976.6 x \ I ° 0 � � 984.8 \ ' � Side: 30 feet � 1022 S � A 5 o I FN p 12 0 \ 9� j / x 985.2\ x9�S Rear: 50 feet P 2568 / �� V 6' I9� �•, Height: 30 feet \ 9/74.4 x O���O/ /�P�� 1 / \ j ' i Hardcover: 35 percent of lot area ( Tier 3 per City of Orono Stormwater Quality Overlay District Map) \ X / 0(1 3. / 982.7 \ / g� 2 x �j 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 current restrictions for this \ \ site. All setback information and hardcover data for planning and design must be verified by designers, architect or the likes. 973.5 y \ \ _ _ 985.1 CP/ �S2 983.9\ O� \x 982. D \ \ \ 1.0 \d \x 981.1 o %` \ X972 \ 940 9 5.2 \ P -P O 985 \ \ .0\ s8Q3E�.5 R x I \ Md� O \84.9 \9.2 \ 84 983.4 984.1�9,00 ssS.eal.s 'p X84-� \77. \3 9847971 85 . # \ \ INV \ \ I \ 98' 75.5\ \, 82\ \9 984.9 2 980.8 x 0 x°��� / 1 1 983.81 \ \ \ \ 980.5 8 x 981.1 O9 0L'. 6' x 981.1 0 O 7 \ 981.0 yx9� X �q°� 969.9 P \ \974. ��\ \ x 990• �\� S s 00 980.1 O h° 982.8 ���x say. 5 \ /x�� 6 'k9 lb-_ �g y/z 982.4 \ s82.6 / & . �\ I \ \ 9 g 9 g \ \ 98/3 969 x 97 . peptic I I II\ x 971 �3 \ �� .. O �/.. �p�o p\ x 9 8 -1" 2 X982^ I \ E o .. / .. �� \ 808 x 981.7 I x 968.4 1 x 968.3 x x ``r \ w�l�� 9� �0�0 x 97�" FND IP 25684 50 568.3 \ 970.1<< \ x o o �0 ti� po^� 8- 980✓5 \7 \ \ \ � �o x978.7 �� r 10� 8 / x 96f.1 \ ��� c� .. 9, x 979.0 x rn00 \ X 96 3 \\ -� 0 �o ° rn� 9 8 X78.3 �< x rn x 978.7 _ �172.� �cP �gS ��� <_- -��CO 1 I 969 \�j 9 �. 9) 9) ^ x°' �® 0199 dl r In 967.7 II o n° p x \ n 6 \ \ cv _ - \ I x rA� X972.3 s,A o ^� 2>0 .. °''1°'?'�°'• 9�8� ^ \ rnl rn a / Ix 965.8 x 67.6 �' 69� MN \ x19j�� 6 'O i p> o 0 2� x°' x°j x916^hxl - x 977.2 � 1 O I\ QS S SEP 3 rn 976.8 A x r� 970 SEP MH- �' 19 ; Q /1096, ° �� a �1 V.�J'� N \ 966.2 970.8 9 h o 0 16 Cj N I �7@- CO -t 1 R V 0 3 0' S a ° \ x 93 971.5 Com' ��.,/ FF g � Iri \ 01 Q7 0 ' g \ x 968.6 \ 971.3 98 F 0 TOF 9 9J ^V cD rn r- /0 \ O a O / m 0 5.0 \ x 6 00 !/\ 98p3� 2�3S rn N �r �� bO- 3 g Z 0) r \ 0 0 965-0 x 967.0 rn o o 09)x!6 A �x \ 968.1 ry.9 o i / x Oo�o x 69.7p 696 964/' s0I \\\\y0 �y9 5.� 9F x 969.8 I \\ \ 0 3 o i6 x969.2 a \ \ \ x7.8 �FC� x 970.4 x 9>, 967. l �� \ x 964.4 \ x 965.0 5.8 \ �98 2S A x 969.3 f I r \ 61 01 \\ \J�\\ x9687968 rno� %,0 x968.9 / � \ \ \ \\\�x 96 .g 7010 68 g6g 3x968) 969.4 �� \ \ rn' x 968.5 QQ I x \ \ � \ \ x 963.3 0 x967.9 969.3 x rno \ \ NS \ O I \ 1 \ \ F�L \ x68.0 x 968.9 x 968.8 I n C) '9Tj r O 967.2 r \ \ (966.7L-vT to \ � \ \ /� Fq -9 967.9 l �64J\ \ r 0 s6o \ 1K .7 SFMFN \ x 968.6 r x 967.1 BLOCK 1 65. FT69 x967.0 �6 0i 00 1 \200 C,- x 967.0 (:-"x 968.1 x 66.3� 0 967.3 i ��\\ �/ \\��/<\\ \\ x966.4\ LOT \\ rn w I dx 966.9 ..7 - x 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 property 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 mapped area, therefore extreme caution must be exercise before any excavation takes place 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. 8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 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. Proposed Elevations Hardcover (MAX 35%) Proposed Garage Floor Elevation = 980.0 Lot Area = 87,697 S.F. Proposed Top of Foundation Elevation = 980.3 House Area = 4,170 S.F. Proposed Basement Floor Elevation = 970.3 Driveway Area = 2,488 S.F. Asbuilt Elevations stoop Area = 65 S.F. Asbuilt Garage Floor Elevation = 979.8 Walkway Area = 236 S.F. Concrete Patio Area= 450 S.F. Asbuilt First Floor Elevevation = 981.1 Screen Porch Area = 228 S.F. Asbuilt Walkout Elevation = 970.3 Deck Area = 360 S.F. Asbuilt Top of Foundation = 980.3 Total Area = 7,997 S.F. Coverage = 9.2% 30 15 0 15 30 60 SCALE IN FEET Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) Cn SURVEY LEGEND 9fj6 7 \ 0 ` /l a CO,\ \� A�q \ \ \ I I Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION 967.1 I SFi�� T ,� \ \ Ij I O IRON PIPE MONUMENT SET 7Di POWER POLE FIFE FIRST FLOOR ELEVATION l �T/C \ \ \ - �_ I I I I • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION N 7 - / I )1( DRILL HOLE FOUND ❑ ROOF DRAIN TOF TOP OF FOUNDATION ELEV. CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. FNT� \ \ a SBQ 25'0 I _ _ _ X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE \ _ _ _ 2 E 73 65 Ilk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS 966.9 10 I / / \ \ _ _ _ _ PK NAIL MONUMENT SET ST STORM MANHOLE BSBL BUILDING SETBACK LINE A PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB D SURVEY CONTROL POINT 4 FLARED END SECTION -960 CONTOUR EXISTING 967.0 \ \ / _ \ / I I I I/ ❑A A/C UNIT TREE CONIFEROUS sso CONTOUR PROPOSED \ I © CABLE TV PEDESTAL TREE DECIDUOUS - GUARD RAIL `_ 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE 967.6 /O © ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND R� 04 -= ` / I ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE 968 2 93 \ I I I OE I m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Eo FIBER OPTIC UNDERGROUND 969.1 / 4-- /,50N, J iJ YARD LIGHT OO UTILITY MANHOLE GAS- GAS UNDERGROUND 970.1 32 /09/� _°�2 �I I LIGHT POLE ❑U UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE Cz� I� bl FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE > SANITARY SEWER 971.1 2�/ 66 \ I I I � FLAG POLE 0 WATER METER » STORM SEWER We FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND S/` 971.9 Ce I rr FUEL TANK ® WELL RETAINING WALL PROPANE TANK niw MONITORING WELL UTL UTILITY UNDERGROUND ch �Ipa 972.7 %2 0 I © GAS METER m CURB STOP I WATERMAIN \ d / 48 ��'A' I I CSI GAS VALVE D4 GATE VALVE ® TRAFFIC SIGNAL © GAS MANHOLE �' HYDRANT 1 RAILROAD TRACKS \ 973.5 I I GE GENERATOR IRv IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Plv POST INDICATOR VALVE 0- RAILROAD SWITCH \ 974.2 I ❑H HAND HOLE SIGN (a SATELLITE DISH 0 \ R 0 MAIL BOX X972.5 GRADING ASBUILT ELEVATION SB SOIL BORING ff X972.5 FOUNDATION ASBUILT ELEVATION U3 WETLAND BUFFER SIGN CONSERVATION EASEMENT SIGN FIELD CREW NORTH z w > BY V REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 13th day of July, 2020. Daniel L. Schmidt, PLS Minnesota License No. 26147S _ w z SURA I � 0 N SAT H R E_ E E RG Q U I ST, INC. TWP.117 - RGE.23 - SEC.07 CERTIFICATE OF SURVEY GRADING AS -BUILT PREPARED FOR: WAN S ON HOMES 0 FILE NO. 88035-054 JD CT 1 SDR 3/29/2019 REVISED SEPTIC SITES Hennepin County DRAWN 2 SDR 4/5/2019 REVISIONS PER CITY O RO N O,GO MINNESOTA A SITE 5 SDR 3 SDR 4/25/2019 HOUSE RESTAKED I T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 4� DBP 5 TS 7/10/2020 GRADING ASBUILT4l DATE 6 BRV 8/13/2020 ADDED ASBUILT CONTOURS TO SURVEY �Y�lY7J M s N I N yl O y!9 T Y o �o S C51 WE51 BRANCH RD, M A L T I 17N \RMS �° 6 P E R24W 2FR23W 30 15 0 15 30 60 SCALE IN FEET Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) Cn SURVEY LEGEND 9fj6 7 \ 0 ` /l a CO,\ \� A�q \ \ \ I I Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION 967.1 I SFi�� T ,� \ \ Ij I O IRON PIPE MONUMENT SET 7Di POWER POLE FIFE FIRST FLOOR ELEVATION l �T/C \ \ \ - �_ I I I I • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION N 7 - / I )1( DRILL HOLE FOUND ❑ ROOF DRAIN TOF TOP OF FOUNDATION ELEV. CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. FNT� \ \ a SBQ 25'0 I _ _ _ X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE \ _ _ _ 2 E 73 65 Ilk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS 966.9 10 I / / \ \ _ _ _ _ PK NAIL MONUMENT SET ST STORM MANHOLE BSBL BUILDING SETBACK LINE A PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB D SURVEY CONTROL POINT 4 FLARED END SECTION -960 CONTOUR EXISTING 967.0 \ \ / _ \ / I I I I/ ❑A A/C UNIT TREE CONIFEROUS sso CONTOUR PROPOSED \ I © CABLE TV PEDESTAL TREE DECIDUOUS - GUARD RAIL `_ 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE 967.6 /O © ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND R� 04 -= ` / I ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE 968 2 93 \ I I I OE I m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Eo FIBER OPTIC UNDERGROUND 969.1 / 4-- /,50N, J iJ YARD LIGHT OO UTILITY MANHOLE GAS- GAS UNDERGROUND 970.1 32 /09/� _°�2 �I I LIGHT POLE ❑U UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE Cz� I� bl FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE > SANITARY SEWER 971.1 2�/ 66 \ I I I � FLAG POLE 0 WATER METER » STORM SEWER We FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND S/` 971.9 Ce I rr FUEL TANK ® WELL RETAINING WALL PROPANE TANK niw MONITORING WELL UTL UTILITY UNDERGROUND ch �Ipa 972.7 %2 0 I © GAS METER m CURB STOP I WATERMAIN \ d / 48 ��'A' I I CSI GAS VALVE D4 GATE VALVE ® TRAFFIC SIGNAL © GAS MANHOLE �' HYDRANT 1 RAILROAD TRACKS \ 973.5 I I GE GENERATOR IRv IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Plv POST INDICATOR VALVE 0- RAILROAD SWITCH \ 974.2 I ❑H HAND HOLE SIGN (a SATELLITE DISH 0 \ 0 MAIL BOX X972.5 GRADING ASBUILT ELEVATION SB SOIL BORING ff X972.5 FOUNDATION ASBUILT ELEVATION U3 WETLAND BUFFER SIGN CONSERVATION EASEMENT SIGN FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 13th day of July, 2020. Daniel L. Schmidt, PLS Minnesota License No. 26147S ERS _ W i SURA I � 0 N SAT H R E_ E E RG Q U I ST, INC. TWP.117 - RGE.23 - SEC.07 CERTIFICATE OF SURVEY GRADING AS -BUILT PREPARED FOR: WAN S ON HOMES FILE NO. 88035-054 JD CT 1 SDR 3/29/2019 REVISED SEPTIC SITES Hennepin County DRAWN 2 SDR 4/5/2019 REVISIONS PER CITY O RO N O,GO MINNESOTA SDR 3 SDR 4/25/2019 HOUSE RESTAKED CHECKED 4 SDR 5/17/2019 FOUNDATION AS -BUILT T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 4� DBP 5 TS 7/10/2020 GRADING ASBUILT4l DATE 6 BRV 8/13/2020 ADDED ASBUILT CONTOURS TO SURVEY 03/06/19 1schmidt@sathre.com