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HomeMy WebLinkAbout11-09-2020 As-Builtx 951.5 a � x 951.4 X 99.7 ° �s 6o. °, n 50--_ -x 950.0 x 948.6 /0 n 5 _ '-/-9Q81 x 948.7 _ x 946.9 / x 94§:6 1 _ 1 Irn x 946.7 /x 945.8 x 94,61 / 7 1 v� / x 945.4 1 / 1 � O x 945.4 945.6 O o / 945.1x1 fr1 EDGE OF 8 / x 945.2 1 N CREEK _-x944.0 x / 1 O I i 60 / x 944.3-P 11 x 945.0 x 944.8 LTK CENTERLINE- /x9x 4433 'I . 17 945.1 _- 1�8 � 944 • 5 x 945.0 944.g'� 943.4x 1 944.7/ \ \ \\ j943.2\ 1 x 944.8 9 x 94�o X2 9 \ 943 B A Q2 /� x x 945.5 a ' 944.6 x I 46. _ x 9446 x 944.5 9� ° `ox BI D �� S TRA T/ON x 5.4 ` `40 45 ,E 06. 94vex BOTT N 8 NII M 9 9460 945.6�ORAlN x 944. x 4.3 \ 115 x 943.9 94j x x 944.8 AG \ \ 8 CE 9 _ x 2 x yx4 9 x 9 43. 0 _ >z {� % _ _453/T Y EASEMENT \ 9A� �F N � -945.7 � / \ x 947.3 '945.5 S?6°5j 28 E /45 00 x 944.6; \43 �\ x 943. \ \ \ �_v i �v `��� s \ x943.3 945.8 ` \ o ' \ x 945.4 �- 94. C, x \ 1 �? 45 43.7x x ne � / �x 946.0 B�,(�CK 3 \ lip s� 944.1 / \ oe• ''� � \ � CS° x x 945.0 \ /o, moo/ �/ \ LOT 16 944.6 \ Q/ �izr x 943.6 Xx 945.7 X / x /� s S� !�y946.0 4141.6 �\ \ cis \ 9\ �Q �q T/ x 942.7 \ a C x 945.3 x 944.9 x 944.5 L_v I i/ o / x 947. ti 9T/ x 943.1 0 / 248.0 1 947.9 ,/ x 947.4x 1 X / I x 947.8 \- 945.7 \ ?\ x 943.7 N�� / ` x944.9 11 x x 946.9x 946.7 \946.5 k 45.p x 945.E 943.0 � x 49 7.8 x 9 \ / x 948.4 x 947.9 � � M I / X94 1 x 947.9 947.5 x�R( p0.L x 946,7 x 945.7 \ I �0 0o I x 948.3 8 x 948.3 x 947.2 946.2 1 I x I I / M v / x 948.3 x 948. x 948.3 947.9 � x 945.3 o• � • 948.4 948.7 x SEPTIC x 946.7 1 x 947.7 6.2 m x / x 949.0 x 948.9 x 949.9 x x SETIC MR --_-,--9%24 \ I / 944.0 x 948.9 / X949 5 949.5 4 x g g 42.7 x 949.3 946. \ I L I ^ ^ I / x SEPTIC MH8.3 x 947.6 j� w I �� I - \ / x 949 x 951.1 O� x / 946.7 rn 949.7950.4 949.7 � / x 949.1 x 945.1 x I0 I 95�7X 5A-9 9.9 5p5��Px 2.0 951.7 x 950x 950 949.5 x 949 2x x47. 1 f x 9 0.2 x `� \ 951. 95 x 950.2 948.7 x 946.6 I Q I I H I }952.7 1. x 949.6 x 948.8 x 946.6 I I I N 950.5 x 849.9 I w ° \ x 95 j� 9�k u- _ \ I N X/9, 3.1 y 950.3 7p\x 949. q 948. I ° O x 943.7 I \ \ /53 �0,5 �9 195 .1 9 .Ix 9s/ - 950.4 xo' 94 �5 x 946.8 I x 9441.9 x ��,9 5.9\ x 53.5 7� v� ro O x 9501.5 x 94 .9 x 949'3)' \ I I z x 942.7 956.7 5°0� O �. h 0�0 N 9`l 950•X � Q 1 I \ xh o�o^��j �^ °, co x 950.6 x 9 9.9 k° x 947.0 a 9 ° ° ° \ 4 x 949.2 -\948 \ x V 0 x 950.7 x 950. 3 I I 957 7 mg5 V 04'/ \ / 956.5 °j ��. °� \o, x 950.8 x i I l/ o' 9s o / x 945. Ste'/9 958.0\IRV x 4 / o oohoo\. .S ss rn /35\.3 U O 949.�L�947.3 _ 956 / IRV FST/ 956.8 ����L o 00 ° !S G A3�CO 10 REIN N C o• x 9 \ 1 �0 �� LA943.� I h / h kO 56 / x x 956�7f �959.0�5 � _ x�'` °oo�in E� ��1 °j � `'' PC�� 'v,���� � x 947.7 944.6x x g� \ /T x 957/y�Y o, 961.5 i2 AGF g a N x 949. 1 o o �� SUM \o g 5 o95 5 4m� 9� 945.9 I ° ti GFE= 951.9 5 g5\. 1 n$1 1 \0962.0,/ x r� x 959. o tg� 22 962.0 � 6' o x 949. x .29 .2 ° o�� n WOE=50. 20 ' W \ i 958 0 g 9 C� x 952.5 9 1 1 N 9-957 .9 // ho. 9 8.8/ x I �x x 94 5 I o 1 x 943.9 °j 49 x 2 �J� j.� 951.1 949.9 I 1 \ 943.11 x9 8.5 x95. 9 X961.8 a 960.0 0 00 �° x 961.5 5 5 o I 2 kg6 ° � 20'0 ° / \\\ 960.0 x O S 961.5 o y 952 x 951.Ox� x 9 9.O x 959.8 ° 1 neo o r 95 O I I x1945 / \ DESCRIPTION OF PROPERTY SURVEYED \ Lot 16, Block 3, LAKEVIEW OF ORONO, according to the recorded plat therof, Hennepin County, Minnesota \ STANDARD NOTES \ 1) Site Address: 4665 St. Andrews Street, Orono, Minnesota 55391 \ 2 A title opinion was not furnished to the surveyor as art of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. p Y p Y Y p \ 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. \ 27053CO285F, effective date ofl 1/04/2016. \ 4) Parcel Area Information: Gross Area: 89,773.069 s.f. - 2.06 acres \ 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.666 feet (NAVD88). 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 of October 10th, 2018 and are as follows: Principal Structure Setbacks - Street(s): 50 feet (St. Andrews 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 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. 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. Hardcover (MAX 35% Lot Area = 89,773 S.F. House Area = 3,181 S.F. Driveway Area = 3,322 S.F. Garage Apron = 168 S.F. Stoop Area = 103 S.F. Screen Porch Area = 190 S.F. Concrete Patio Area= 220 S.F. Deck Area = 322 S.F. Total Area = 7.692 S.F. Coverage= 8.6% Proposed Elevations Asbuilt Elevations Proposed Garage Floor Elevation = 961.0 Asbuilt Garage Floor Elevation = 962.0 Proposed Top of Foundation Elevation = 961.3 Asbuilt First Floor Elevation = 963.1 Proposed Lookout Opening Elevation = 955.5 Proposed Basement Floor Elevation = 952.3 30 15 0 15 30 60 SCALE IN FEET o _ o ' Bearings Coordinate System (NAD 83 Hennepin 1986 adj.) ty �� X2000 /0 / �T( x 958.9 0 a 7961. fc� 5 5 G . 9` 5 .8 952.5 Ix 951.1 x 94915 \ I 1 \ {{I x 945.6 SURVEY L E G E N D ° 959.0 o �. 3 961.6 x ° x1954.0�11rn 0960.8 x 0I ST x o. fB� °`O 969 o FFE=� U S ��. 20x y 961.2 959 4 h ^ x ggO.g x 961.1 45 963.1 1 x°' xo' 950.4 / �� / CAST IRON MONUMENT ❑A A/C UNIT BITUMINOUS 9 0 0 / 0 C,0110 o v © CABLE TV PEDESTAL s�/o� `�\�q61,4 ;moo oo 0 5 5 I 953 ohs h� x 9 I.0 I � ® CATCH BASIN BUILDING SETBACK LINE 96LI \ 2 �/ o 9608 G o �g.3 0' i x •� x o \ ��9 5.2 a FLARED END SECTION ❑E ELECTRIC TRANSFORMER CTv CABLE TV R/o C� err \ x 959. oo x o0 0 8. W 9 955• x 95.4 / Ix 947. g 5�"� �_ "946.4 \' \ �� x O° °j x 960.3 P 3, o .o g54 Cb CX GATE VALVE O ELECTRIC MANHOLE CONCRETE CURB 961.6 vR O x i 9�3 6 � o' rh I x 961.5 x 60' °j 9 rx 954.4 x g49.2f ° < GUY WIRE OE ELECTRIC METER CONCRETE �' 960.2 x g O x 960 �� o S / 1X o / S7 EX Sj N �9 u, ' x 9 4.0 x 953.0 x x 1. (PO X 96 /max 960$ 60 ° O- O� 'wEv� w sx � x 954.&- , `, 95 � _ /ole �• o - CONTOUR EXISTING '✓/'1 HYDRANT © GAS METER - 9� F x h x 954.4 / o 961.7x\961.9 x 961.2 6�g x ® 11 x g x 9540 w J o 11) Q SURVEY MONUMENT SET © GAS VALVE CONTOUR PROPOSED \\ rnx 9 959.4 h x 6 953.7 ' • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE CP CS 962.9 961. 60� x 959.6 x 958.8 x 95 8 0 � Vx 955.5 S x 954.5 5 x 953.1 x 9 5 / 1-1 rn / \\ OO W .w 963. 962. 9 �s 558 �� \_0 (( I /� o o }�� x 955�I U1 I ( I/��✓� 'V / Q ❑H HAND HOLE Esc ELECTRIC UNDERGROUND I � SURVEY CONTROL POINT OY-11 �I �'� �� g60� x 958.6 x 958 984 V RV n / o o� I a O Q 0 961.1 'j960.0 x 959.3 x 958.8 / _ �5� x 957.3 1 x 956.0x 955.3 g �R4 I `/ x 953. 9S I I III I SOIL BORING X X FENCE v' g 2.7 Is 954.0\ %� I( �x PIOWERPPOLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND _ _ ll I TREE DECIDUOUS GAS- GAS UNDERGROUND syx 955.5 °'y 2 I bN 20 ��94 .0 NV-- - - - - - - - � 958.8- ---K,95-8.0 x 957.657.3 x 956.7 x x 953. � 963.0 962T1 cn x 961.1 x 960.0 - - - - - - - - - x @e5 1 x-255 7 x 955.0 _ 4_4 _ 953.1 I� SANITARY MANHOLE 3 x 957.0 x 955.8 x 955. 954. - ` 1 /I Q SANITARY CLEANOUT Or TELEPHONE MANHOLE oHu OVERHEAD UTILITY rn 96 961. 960.6 959.4 957.0 - 946.0 ❑ TELEPHONE PEDESTAL ;; "" " 7 958 0 952.41 9 96 3 �5 3 954.6 ffi x 953.2 o� L vT o SIGN r RAILROAD TRACKS CV N O EXISTING I /1T 1 9s / x 4 .9 W -RiPRaP �.v I I -r N8803315 -01V 270.18_ \�\ �\ 940.0°A� x9725 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER gg7.1�J 940.0 I STORM DRAIN CO UTILITY MANHOLE STORM SEWER TEL TELEPHONE UNDERGROUND \ x 94.8/7 / � I�OF� sT STORM MANHOLE ❑C UTILITY PEDESTAL JTL UTILITY UNDERGROUND \ / I YARD LIGHT WELL CONSERVATION EASEMENT SIGN C WETLAND BUFFER POST WATERMAIN 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 TWP.117 - RGE.23 - SEC.07 FILE NO. JD 1 SDR 11/5/2018 HOUSE STAKED IN FIELD Land Surveyor under the laws of the State of Minnesota. HERS soRI� Hennepin County CERTIFICATE OF SURVEY 88035-051 DRAWN 2 SDR 11/8/2018 CONSERVATION EASEMENT ADDED Dated this 21th day of September, 2020. SDR 3 SDR 11/8/2018 HOUSE MOVED SATHRE-EERGQUIST, INV. GFA 1NlAS-BUILT CHECKED 4 SDR 11/29/2018 HOUSE RESTAKED 150 SOUTH BROADWAY WAYZATA, MORONON. 55391 (952) 476-6000 5PREPARED FOR: DBP 5 SDR 12/4/2018 REVISIONS PER CITY449vl�26147 N <� MINNESOTA S WAN S ON HOMES w DATE 6 SDR 1/17/2019 FOUNDATION AS -BUILT Daniel L. Schmidt, PLS Minnesota License No. 26147 10/10/18 7 Ts 9/22/2020 GRADING ASBUILT schmidt@sathre.com ctiFR S P LPA 11 r- V --- SITE �� I - N N I 0 T \, Y S u „E ,R 4 M A al A L ri i r1 P U 1u I �'' 122sVV C 30 15 0 15 30 60 SCALE IN FEET o _ o ' Bearings Coordinate System (NAD 83 Hennepin 1986 adj.) ty �� X2000 /0 / �T( x 958.9 0 a 7961. fc� 5 5 G . 9` 5 .8 952.5 Ix 951.1 x 94915 \ I 1 \ {{I x 945.6 SURVEY L E G E N D ° 959.0 o �. 3 961.6 x ° x1954.0�11rn 0960.8 x 0I ST x o. fB� °`O 969 o FFE=� U S ��. 20x y 961.2 959 4 h ^ x ggO.g x 961.1 45 963.1 1 x°' xo' 950.4 / �� / CAST IRON MONUMENT ❑A A/C UNIT BITUMINOUS 9 0 0 / 0 C,0110 o v © CABLE TV PEDESTAL s�/o� `�\�q61,4 ;moo oo 0 5 5 I 953 ohs h� x 9 I.0 I � ® CATCH BASIN BUILDING SETBACK LINE 96LI \ 2 �/ o 9608 G o �g.3 0' i x •� x o \ ��9 5.2 a FLARED END SECTION ❑E ELECTRIC TRANSFORMER CTv CABLE TV R/o C� err \ x 959. oo x o0 0 8. W 9 955• x 95.4 / Ix 947. g 5�"� �_ "946.4 \' \ �� x O° °j x 960.3 P 3, o .o g54 Cb CX GATE VALVE O ELECTRIC MANHOLE CONCRETE CURB 961.6 vR O x i 9�3 6 � o' rh I x 961.5 x 60' °j 9 rx 954.4 x g49.2f ° < GUY WIRE OE ELECTRIC METER CONCRETE �' 960.2 x g O x 960 �� o S / 1X o / S7 EX Sj N �9 u, ' x 9 4.0 x 953.0 x x 1. (PO X 96 /max 960$ 60 ° O- O� 'wEv� w sx � x 954.&- , `, 95 � _ /ole �• o - CONTOUR EXISTING '✓/'1 HYDRANT © GAS METER - 9� F x h x 954.4 / o 961.7x\961.9 x 961.2 6�g x ® 11 x g x 9540 w J o 11) Q SURVEY MONUMENT SET © GAS VALVE CONTOUR PROPOSED \\ rnx 9 959.4 h x 6 953.7 ' • SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE CP CS 962.9 961. 60� x 959.6 x 958.8 x 95 8 0 � Vx 955.5 S x 954.5 5 x 953.1 x 9 5 / 1-1 rn / \\ OO W .w 963. 962. 9 �s 558 �� \_0 (( I /� o o }�� x 955�I U1 I ( I/��✓� 'V / Q ❑H HAND HOLE Esc ELECTRIC UNDERGROUND I � SURVEY CONTROL POINT OY-11 �I �'� �� g60� x 958.6 x 958 984 V RV n / o o� I a O Q 0 961.1 'j960.0 x 959.3 x 958.8 / _ �5� x 957.3 1 x 956.0x 955.3 g �R4 I `/ x 953. 9S I I III I SOIL BORING X X FENCE v' g 2.7 Is 954.0\ %� I( �x PIOWERPPOLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND _ _ ll I TREE DECIDUOUS GAS- GAS UNDERGROUND syx 955.5 °'y 2 I bN 20 ��94 .0 NV-- - - - - - - - � 958.8- ---K,95-8.0 x 957.657.3 x 956.7 x x 953. � 963.0 962T1 cn x 961.1 x 960.0 - - - - - - - - - x @e5 1 x-255 7 x 955.0 _ 4_4 _ 953.1 I� SANITARY MANHOLE 3 x 957.0 x 955.8 x 955. 954. - ` 1 /I Q SANITARY CLEANOUT Or TELEPHONE MANHOLE oHu OVERHEAD UTILITY rn 96 961. 960.6 959.4 957.0 - 946.0 ❑ TELEPHONE PEDESTAL ;; "" " 7 958 0 952.41 9 96 3 �5 3 954.6 ffi x 953.2 o� L vT o SIGN r RAILROAD TRACKS CV N O EXISTING I /1T 1 9s / x 4 .9 W -RiPRaP �.v I I -r N8803315 -01V 270.18_ \�\ �\ 940.0°A� x9725 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER gg7.1�J 940.0 I STORM DRAIN CO UTILITY MANHOLE STORM SEWER TEL TELEPHONE UNDERGROUND \ x 94.8/7 / � I�OF� sT STORM MANHOLE ❑C UTILITY PEDESTAL JTL UTILITY UNDERGROUND \ / I YARD LIGHT WELL CONSERVATION EASEMENT SIGN C WETLAND BUFFER POST WATERMAIN 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 TWP.117 - RGE.23 - SEC.07 FILE NO. JD 1 SDR 11/5/2018 HOUSE STAKED IN FIELD Land Surveyor under the laws of the State of Minnesota. HERS soRI� Hennepin County CERTIFICATE OF SURVEY 88035-051 DRAWN 2 SDR 11/8/2018 CONSERVATION EASEMENT ADDED Dated this 21th day of September, 2020. SDR 3 SDR 11/8/2018 HOUSE MOVED SATHRE-EERGQUIST, INV. GFA 1NlAS-BUILT CHECKED 4 SDR 11/29/2018 HOUSE RESTAKED 150 SOUTH BROADWAY WAYZATA, MORONON. 55391 (952) 476-6000 5PREPARED FOR: DBP 5 SDR 12/4/2018 REVISIONS PER CITY449vl�26147 N <� MINNESOTA S WAN S ON HOMES w DATE 6 SDR 1/17/2019 FOUNDATION AS -BUILT Daniel L. Schmidt, PLS Minnesota License No. 26147 10/10/18 7 Ts 9/22/2020 GRADING ASBUILT schmidt@sathre.com ctiFR S P LPA