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HomeMy WebLinkAbout09-06-22 Grading As-Built4 R-28/.`35 � 60.91 V� TO) \ ,o 1 y\ 410 'ZO 9S T 20,� I In c - u V N I00 0 J `, �\ I ° �0) ti L O I 1 I V � z N00 O ul O I < W I I z o I L0 e ,t I > a' o w � z IZ 0 w I Cn 10 0 \ 0 . I I 20' / I 0) / I 00 I 20 W I00 \\\ 10 -t I I oLo \ N \\ I Z I \ C� I I o I I 11 I I I I I I�I I I I I 166.81 A=36045'35" R=260.00CID w SAINT ANDREWS ST. - 0, CO �v1 ISI NO`�� 50 25 0 25 50 100 SCALE IN FEET I nT 1�� FIELD CREW NO. 00 DATE 61 LJ N 1 JPR 7/6/2021 I DRAWN JO MA 7/15/2021 MOVED HOUSE, RESTAKE HOUSE & OFFSETS D? 11) 00 (.D SEPTIC DESIGN J Q CO I o z u V N I00 0 J `, �\ I ° �0) ti L O I 1 I V � z N00 O ul O I < W I I z o I L0 e ,t I > a' o w � z IZ 0 w I Cn 10 0 \ 0 . I I 20' / I 0) / I 00 I 20 W I00 \\\ 10 -t I I oLo \ N \\ I Z I \ C� I I o I I 11 I I I I I I�I I I I I 166.81 A=36045'35" R=260.00CID w SAINT ANDREWS ST. - 0, CO �v1 ISI NO`�� 50 25 0 25 50 100 SCALE IN FEET I nT 1�� FIELD CREW NO. BY DATE REVISION AT 1 JPR 7/6/2021 NEW HOUSE PLANS DRAWN 2 MA 7/15/2021 MOVED HOUSE, RESTAKE HOUSE & OFFSETS JPR 3 JPR 7/26/2021 SEPTIC DESIGN CHECKED 4 JPR 8/12/2021 LOWERED HOUSE DLS 5 MA 9/13/2021 FOUNDATION ASBUILT DATE STORM DRAIN STORM MANHOLE ❑A 02/2/21 wO WELL TWP:117-RGE.23-SEC.06 S C-------_ DESCRIPTION OF PROPERTY SURVEYED \ _ \ Lot 17, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota. Together with that part of Lot 20, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota lying �g> \ . . northwesterly of a line described as commencing at the most northerly corner of said Lot 20; thence on an assumed bearing of South 25 degrees . \. 34 minutes 38 seconds West along the common line of said Lot 20 and Lot 17, said Block 3, LAKEVIEW OF ORONO a distance of 196.54 feet \ ` to the most westerly corner of said Lot 20 being the point of beginning; thence North 69 degrees 21 minutes 41 seconds East a distance of 192.69 -9 7a- \ feet to the northeast line of said Lot 20 and said line there terminating. 969�/p \ \ \ . . .� Area= 113,051 sq.ft. - 2.595 acres x 968.3 0616 g \O Qom/ 9j� STANDARD NOTES O sty S \ 1) Site Address: 415 North Arm Drive, Orono, Minnesota 55364 966.8 x \ 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. � x 965.5 967.5x / \ \ 3) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of 1013.67 feet \ / \ \ \ (NAVD88). 966.0 /' \ \ \ \ ® x 964.7 \ �c966.0 \ \ 4) 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 March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the x 964.4 \ ,,/\ \ City of Orono found on their web site on the date of January 6th, 2017 and are as follows: 966.3 x g66� / i \ \ 9� \ 11 965.2 x \ \ \X 66.0 \ ° Principal Structure Setbacks - Street: 50 feet (North Arm Dr) / x964.1 X 963.2 O Side: 30 feet MOST NORTHERLY - \ \ / CORNER OF LOT 20 965.1 x x 962.9 Rear: 10 feet (from Conservation Easement) Height: 30 feet 52 \ 9 x 9663\ 1 a � 964. _ x 962.9 \64 / . x \ / \ \ �j Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map) x 961.2 \6 g6�5 \ \ Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of / \ x 963.5 I x 967 3 \ such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning x 960.5 " \ \ l \ Administrator for the current restrictions for this site. 1 \ 96 4 x / RET (L ���� o x 963.1 M 969 963.8 x /WgLL 95a9 J ��� / / x 964.8\ / 9 \ �\ 5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities 962.2/ Doti /�, \ ��� h��ti 960.2 �� /964.2 96y\ x !' ,' /o L '.. \ 2 \ , O> 968.0 ��, • °� encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There �T Q °j 3s + °�`' o ti S� \ ' - p :' yQ \ may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place 862.8 x / x j 8, a`' �• \6K) 1ti sg��G�� 96R Ik \ (/ • ^^� �9 on or near this site. Before digging, you are required bylaw to notify Gopher State One Call at least 48 hours in advance at 96x j �� Tom 96 r� \ x 994.3 � 966 / \ 651/454-0002. S \ I �9 v �� 9s'k 9SS 955.6 FFE= .S 3 96 \ 6 �. h a' Iz •9 4 R : �� 9 /rn oh •6,'cP �9S\ S �2 966.1 � O /9 O ,� : "�0• 6S . 961.3 x 957. RB`\ O WOE= tA� S 63 / °� 9 . . . \. . . . . . 960.7 x 6 9 O 9 g\/ I �� x 954.3 `S 955.8 /y O d • y 63\ x 965.2 °� .:...' „'...;... \A8 1b. \ 9� x 968.2 9 x. x 954.2 954.5 x 9` �o ,� o 0 9 �� '`� s� \ Proposed Elevations - WO � 954.9 (/�. x \ .. o ....;,.... � 6. \ /c g57•g , `v 963.9 X963.9 : ;.>:.::' ..: Proposed Garage Floor Elevation = 963.9 x 954.0 954.7 x O �. `: ....... ...... S eJ, ...' Proposed Top of Foundation Elevation = 964.2 954.8 M 96 0 ��• � � '� ... �.,�... ..6'`.:,: �..... .: � ' � \ . . . Proposed First Floor Elevation = 965.7 \ \ 54.2 x 9 R � O o L.: C. x 867.6 Proposed Basement Floor Elevation = 955.5 958.3 x / 953.9 \ x 954.2 SR�. ..� .. 0 .\ ... ` 6� \ \ x 57.8 / \ x 954.4 ysQ M� \' :. ` / / x 953.8 .6 +\ O a / Q TC .:..c1 ...�... ..;. 66 5 96 Asbuilt Elevations / x 955.8 \ 6 v o� Qj �/ Q. :..:.: D. gS\ \O• / �O o) 9 96 Asbuilt Garage Floor Elevation - 963.9 I 18 F� s\ x 967.3 \ Asbuilt Top of Foundation Elevation = 964.3 (Foundation Asbuilt) \ x 954.4 9} S \l, .... •... '.,. :. .. �� 9 x 967.0 Asbuilt First Floor Elevation = 966.1 / \ a 9Ss 0 0% 22 .. , . ".,.:' :..'.. 3 66 \ Asbuilt Basement Floor Elevation = 955.6 (Foundation Asbuilt) x 956.9 q F Q> O 96 �. 9� 9 \ x 953.7 O Tj0 0966 3 \ / 0 955.0 955.0 lel 5b.2 TOF= GFE= g6g.2 \ x 953.3 x 954.0 �i 964.3 963.9 t 7 ss 96g \ +\ �� x 956.1 / \ 954.9 954.9 �7^ `: 1. o 6 \ 96, O x 966.9 �g56 x 955.7 �' x 955.7 \ O � --NE LINE OF LOT 20 954.7 0� gS O rlO' '. s 9. ' .,... :.- x \ 6/ 1 x 953.4 X954.0 .0- ti �� b ..,: x 965.5 96F h°\ O 6� A �. + x 955.0 x 955.0 / \ 954.8 h° o� REp I� +��� �� �aS q' : ,. ��0 +\ / \ 5 h^ s Wq L �� �`�FQ 9 9�� 6� C ss� x 953.3 095568 L N o 0 �,�'�9�6� ,9 x 962.9 x 954.3 x 953.4 / 954. i 954.8 j t G Qs \ x 964.4 (�� x 964.8 / x 953.0 4. S6S 518.2\ 9 % ',9696 6 -0 .9 S- 96 S x 963.3 / x 953.8I95N6 ��F 9S .i 0 960.6 sO�i x 960.8 x 953.2 6 �S 6� o,5+\I 90 S \ x 96 3.8 x 953.1 x 952.8 �� a -i S, \ x 963.8 952.9 x 954.40 �� �\ \ lq q� \ \ \\ Q \ 960.4 \\2\ k 9628 / / 963.3 x 963.0 x 952.7 x 952.5 953.1 x v °j �o�' 95�+gs \4:i 95� � S i� 96 / /� v �' h S x 952.2 p \rn A \ � 9S \960.4 / x 962.3 x 962.9 � 952.1 X v O -952- ' - \ O� Q x 952.7 x 954.9 9S6\ +9sj / / \ \,96 ( ) x 952.2 �� ^ \� \ x \ g �S x 951.7 9566\9� 6 x 951.6 \ � � '5'x 95�\ 9"� X 951.2 0o O \ x 952.2j "v 952 x 952.4 / \' 7J x 959.2 x 951.0 / / N6 A'9,5;, \ 6 \ x 950.6 5R•P U') x 956.2 x 950.5 x 951.1 951.2 x y / /9�y°' 9 rn x 950.1 / S6g o � x 950.4 x 950.7 � / x 955.1 \25,56 e 50-- SEPTIC x / x 949.\ x 950.1951.2 � 949.5P x g4g\ SEPTIC / FN 950.4 x / O /9�/ x 952.3 SEPTIC` / O 950.0 � 9s� 11 �h� I 6 MOST WESTERLY I----- CORNER OF LOT 20 I I / / / / / 1 x 946.2 / +9A.,9 / x 945.6 � V / �O 0 OQ x n� x USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE 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. RESERVES THE 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 9th day of February, 2021. &a& 44LX c Daniel L. Schmidt, PLS Minnesota License No. 26147 Schmidt@sathre.com m `..' + CO Nc�FRs P�P�� x 964.8 off`\T 01 965''/0 x 964.5 X 963. �6, \ iQ SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET X972.5 GRADING ASBUILT ELEVATION X972.5 FOUNDATION ASBUILT ELEVATION O CAST IRON MONUMENT CATCH BASIN a. FLARED END SECTION N GATE VALVE < GUY WIRE -� HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND NORTH SURVEY CONTROL POINT Fo LIGHT POLE 7h POWER POLE 4 SITE ELM ST. °P SANITARY MANHOLE Q SANITARY CLEANOUT 972.5 GROUND ELEVATION 5�9�'L�nTO STORM DRAIN STORM MANHOLE ❑A A/C UNIT wO WELL TWP:117-RGE.23-SEC.06 S C-------_ Hennepin County 151 ORONO) MINNESOTA DRAINAGE AND UTILITY EASEMENTS ARE SHOWN HEREON FROM RECORDED PLAT AND LABELED AS SHOWN 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 ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE OE ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL I ----TRAFFIC SIGNAL BITUMINOUS BUILDING SETBACK LINE CTv CABLE TV 19 a. CONCRETE - 960 - CONTOUR EXISTING CONTOUR PROPOSED -� GUARD RAIL V DRAIN TILE ETC- ELECTRIC UNDERGROUND NORTH FENCE Fo FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND 4 SITE ELM ST. °P OVERHEAD UTILITY I N I N > SANITARY SEWER 5�9�'L�nTO STORM SEWER TELEPHONE UNDERGROUND T a,y S C-------_ 151 T P WESI BRANCH RD. � ti P �. v \ M A AA`' L T I I IN °RE R24W 6 R23w `ST Vj�y oP. P E -�Z - DAK RD. North 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 ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE OE ELECTRIC METER © GAS METER © GAS VALVE ❑H HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL I ----TRAFFIC SIGNAL BITUMINOUS FILE NO. CERTIFICATE OF SURVEY 64685-029 GRADING ASBUILT PREPARED FOR: NORTON HOMES BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB a. CONCRETE - 960 - CONTOUR EXISTING CONTOUR PROPOSED -� GUARD RAIL DT DRAIN TILE ETC- ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY 111""""""" RAILROAD TRACKS > SANITARY SEWER STORM SEWER TELEPHONE UNDERGROUND FILE NO. CERTIFICATE OF SURVEY 64685-029 GRADING ASBUILT PREPARED FOR: NORTON HOMES