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HomeMy WebLinkAbout2021 Foundation As-Builtx 954.4 x 955.4 x 957.6 aE x 934.3 (/ l x35.8 936.3 XI -Ip I 938.5 X II / x 934.3 936.I�OP\\ \ j\ ------ v 1 v n _ x 934.2 / X 9\ \ X 943.8 I \ o \ \ \ \93�\ , x\934.3 -- N82 25'45"W 215.64 \ 938.6 x x 936,8- \ 0` -4,1 / \ \ 936-, W-11 \ -- x934.1 IN WL - 934.8 s \ \ x 937.1 \ UTj°�l�E ' �T I x 941.9 / / \ \ \ TY E 56�C 936:1� HWL - 936.9 \ S7 ° EN7---x 934.1 ----- _ 1 _ \� 14,49" ENT --- --- x 939.5 ON----- ---- _ - \ \ \S 93 \ \ INET -- �� x 937.3 \ x � ��,3VU0 g�6 I x 938.2 �\ 938 - 93 x 939. \\" _ _ x \ ` \ x 934.0 o _ _ x 939.6 � x 940.1 / x 940.8 9�� \ \ \ 9 p9ti :�_- 9x \1.4\ _ - X 949.3 I I ice' I X950.7 940.9 x j / ,� �� 1 � \ \ \ x941.3 - - x 953.6 - \ -942 \i1E7- C \ x941.\ x 940.7///✓ x g34 \ x 935.8 DESCRIPTION OF PROPERTY SURVEYED Lot 11, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 1) Site Address: 710 Lakeview Parkway, 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: 89,208 s.f. - 2.05 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 -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 City of Orono found on their web site on the date of January 6th, 2017 and are as follows: x 954.9 x 946.8 I / i� ✓ / x 943.1 /losB�je\ \ �\ \\ \� \ 944.3 \ +x 354.1 +/ i I i9 \ V A7 8�9 •8 -ft N 5� \ ��� �i I I ✓ / / /+9��'\ x 944.2 >j°09i n \ \ / c x 939.3 / - / _ \ \ / 944.6 x�ese `\ \\ \\\� 2o,3 944.6 6 ��945.9 I x 945.6-946- .0 �9 \ - i _ - -946- �\ '�� X 954. \i9R� \ 6aN 954.7 \ I I I x 947.8 �� I I I x 941.0 11 / / // x 947.1 - \ �ase� J -0 -oz\\\ X4.8 \ \\ �r x 938. 954.3 I /Ae - 948 v \ 95.5 x 1 I 944\. 2 / ^ \ x953.9 10-/S . I I X 941.2I/� 01) 94950 A- 9 94E 0 w4.1 95.6 I i"I ALTERNATE / OJ BLOCK 3 '- ' x946.2 \ ALTE I � \ \ SITE I ^ O c 954.0 / SEPTIC 946.5 x I I 948.9 x ✓ /) O Anr / x 948.6 \ I I x I \p4�/ 948 0 _4v = O /6 09gSs I I \ ✓v / � 1 / �J QO 0 - - �a r9sr4 % �0 \ / / / 943,8 x 955.6 I / Q S x 945.6 LOT 11 1- TRD0 947.2 /VQ Q p FCK `B) /+9 \ / I FIELD CREW DRAWN JPR CHECKED DLS DATE 03/03/21 x 950.6 / O O /4 S O R \ / I �� / 1 / / Q / � x 947.7 x 949.3 ✓ � � 4,_ >/0 \ X \ I 944.7 x / / `i _ C�KFV �{(0 BFT* 2j S 94SS ? -1 �S- OS #2 /� x `947.5 i+� I g / /' . O Q /F �lT / 946.80 m - \ hry / .-\ Q �O !v A 945.0 WOE - +9s� 1 s2x \ 948.2 x / I I I �� 42.3 j �+ / rAi qRq Y 9BFE 45.3 945.5 %/ 946 / x 946.4 9 \ 949.4 / I / ` + 947.97 CO _ / ✓ 9 / s �9 Q�� / \ I x I / \ 9 \ / o p�� /So I I I I / /0 s� 1 ` AOR �FO- S 947.7\ \ l \ /\9463 1 \ J \\�'^N ✓ 9s0m / \ O ¢i.J \ k 1 \ IV: (0 I / N /7rJ\ , 94� TOF GFE Q i 9 / 946.0 O / / 954.1 953.8 Q✓ O A6 / / QO \ 1 -` 2/ S �Cu / `s�' 9 / 954.1 \ x 947.3 / / 9g2a Z 9�g 2 GFT* x 948.3 / ��� 11 Y, 99 \ % / / 943.8 x 1 °' 'y (� TRD 30 953.5 \ N m ( 948.5 -- O Q} \ \ x 947.5 I Un rn \ ` x 951.1 /v/ 947.1 x 949.7 x / �/ M� 4 n \ * 47.1 \ rB1 9Sp/ 2/,0 9 1 l 11 c c) x949.6 �� � xgR98*y�� OS #3 V / x `0943.0 \ -+, V, ` \ \ /s 947.57 / 93� o� 01 4 \0 � \ k 9 \ m� O 948.0 a 9 y Z TRx � 0 x 949. / S ' \\45.8 \ �44.0\ ` C*1 I 1x 946.7 1 94 c \ \ O xi \ `i ` 950.6 \ ce \ I 48.2 Xx �\ I a ° I / x 950.6 / 0 � \9 \ \ / + \ \ ` , a / �99x 31N\ � x 951.0 \951.8\ \ 1 �oa \\ x 948.1 a n� h° \44.0 i � x 948.8 945.2 � � / _ � 46 OJT / �� 949.9 x 951.119 / I x 944.4 \ - , a� 52.7 x +��5 L_v I ., 9,512 �,. \ / X(951,4) / X 944.7 x 948.2 AOS �\� \ �\ + �9¢s�V ��� ;/ :110pA 950.2�c9% ��\ \ e� / 1� .o � \ 947.0 x 9530 30,__� \ x 953.4 i a1 Lll/,. x 950.1 \ \ 9 \ +9Q 61 / \� X(950.5) x 953.7 0s°� \ � ,x 948.4a �� x 950.2\ � x9, 94i O l � x 949.6 g �9 � /°Se<9 53.7 x# / x 953.2 \ / x 950.3 \ \ / -952- � g� \ 946 +94) ✓ \ \ \ hIV l / \ +94 C\� �4 �\ 950.8 \ �i ✓ \ x 945.3�� \ \ � \ � �f \ 9489 \\ \ ✓ x 946.4 g4 94Al8 g� ✓ �` 9 ` ` 949.6 x \ \ �o I /1T 7 i� \ NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR 1 JPR 4/19/2021 CITY NOTES CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS 2 MA 6/1/2021 FOUNDATION ASBUILT 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. �9'g 9 x 947.9 / x 949. .6 xSOJ\ I' \ X946.0 946.3 \ x 94\ 22 ` \ k9 /! 946 \\rTJ x 945.5 s \ 945.9 9 �b� 944- \ 3&V \ g \ 9¢43 \ 9434 46 PP k 994.3 5684 \ 946. / X 945.8 �l FlP 944 9 x j 9436 5689 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 8th day of April, 2021. �& 4444-eff Daniel L. Schmidt, PLS Minnesota License No. 26147 Schmidt@sathre.com �SUR�� P / N m w 1 co Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway) Side: 30 feet Rear: 50 feet, 10 feet (from Conservation Easement) 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. 6) 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. Prouosed Elevations - WO Proposed Garage Floor Elevation = 953.9 Proposed Top of Foundation Elevation = 954.2 Proposed First Floor Elevation = 955.6 Proposed Basement Floor Elevation = 945.5 Offset Irons (elevations are to the top of pipe) OS # 1 = 949.50 OS # 2 = 946.80 L_v I i lJ OS # 4 = 947.97 OS # 3 = 947.57 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM Asbuilt Elevations Asbuilt Garage Floor Elevation = 953.5 + 0.33 = 953.8 (Not Poured) Asbuilt Top of Foundation Elevation = 954.1 Asbuilt Basement Floor Elevation = 945.0 + 0.33 = 945.3 (Not Poured) 1 0 . Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adI 30 15 0 15 30 60 1111 1111111111111111111 SIMON III SCALE IN FEET SURVEY LEGEND X972.5 FOUNDATION ASBUILT ELEVATION CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS V CATCH BASIN FFE FIRST FLOOR ELEVATION -s-`-•`- BUILDING SETBACK LINE a FLARED END SECTION \` GARAGE FLOOR ELEVATION C CABLE TV X GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE �Cr NI 0 CABLE TV PEDESTAL SITE CONTOUR EXISTING O N- FE1 ELECTRIC TRANSFORMER 9so CONTOUR PROPOSED O SURVEY MONUMENT FOUND r ELECTRIC MANHOLE T GUARD RAIL Q OO Y DT DRAIN TILE LIGHT POLE © 5 ELc ELECTRIC UNDERGROUND © GAS VALVE - FENCE 7D� POWER POLE - �r A A Q HAND HOLE FO L \ f2 P E R',11Y-R2'.�'N � SANITARY CLEANOUT SOIL BORING cas GAS UNDERGROUND TREE CONIFEROUS oHu OVERHEAD UTILITY 1 0 . Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adI 30 15 0 15 30 60 1111 1111111111111111111 SIMON III SCALE IN FEET ORONO, FOUNDATION ASBUILT PREPARED FOR: MINNESOTA NORTON HOMES � 1 SURVEY LEGEND X972.5 FOUNDATION ASBUILT ELEVATION CAST IRON MONUMENT WOE WALKOUT ELEVATION BITUMINOUS ® CATCH BASIN FFE FIRST FLOOR ELEVATION -s-`-•`- BUILDING SETBACK LINE a FLARED END SECTION GFE GARAGE FLOOR ELEVATION CTv CABLE TV X GATE VALVE TOF TOP OF FOUNDATION ELEV. CONCRETE CURB < GUY WIRE LOE LOWEST OPENING ELEV. CONCRETE �Cr HYDRANT 0 CABLE TV PEDESTAL - 960 _ CONTOUR EXISTING O SURVEY MONUMENT SET FE1 ELECTRIC TRANSFORMER 9so CONTOUR PROPOSED • SURVEY MONUMENT FOUND OO ELECTRIC MANHOLE GUARD RAIL Q SURVEY CONTROL POINT OO ELECTRIC METER DT DRAIN TILE LIGHT POLE © GAS METER ELc ELECTRIC UNDERGROUND © GAS VALVE x x FENCE 7D� POWER POLE Q HAND HOLE FO FIBER OPTIC UNDERGROUND \ SANITARY MANHOLE Q SANITARY CLEANOUT SOIL BORING cas GAS UNDERGROUND TREE CONIFEROUS oHu OVERHEAD UTILITY SIGN X972.5 GROUND ELEVATION \ TREE DECIDUOUS " " " " " " " " " RAILROAD TRACKS STORM DRAIN O TELEPHONE MANHOLE > SANITARY SEWER MTELEPHONE PEDESTAL » STORM SEWER sT STORM MANHOLE cz_- TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND t� YARD LIGHT Qu UTILITY MANHOLE UT UTILITY UNDERGROUND ❑D A/C UNIT WELL ❑u UTILITY PEDESTAL WATERMAIN TWP:117-RGE.23-SEC.06 FILE NO. Hennepin County CERTIFICATE OF SURVEY 64685-050 ORONO, FOUNDATION ASBUILT PREPARED FOR: MINNESOTA NORTON HOMES � 1