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HomeMy WebLinkAbout2016 Foundation As-Built0 1 I i FND987.3 987.0IF 2499 ' 8° 14700 987 N 00° 13' 30"W 458.76 _ 976.4 �- 0 60.00 -� z x956.2 X 956.6 / 1� `\\�� / O ttt / ,, 962.!9 x95\ / -�_X957 - x 969.4 1 *1J57,T e� \ o� ! n y' a - �b�0/'_.55 E 45.45 i x 959.5 PCL �PSEM ` JFF4,� 5 60- / x 957.6/ rn x 959. r4 x9 \ moi' / �00% _ I 96 i.6 - 96 .6 I `Jr t ` / x 959.2 `� 96 0 �`y� /P� m - 6+362 X 9622 I 1 1 / / to r 4- I I - 960.7 x // � - �- 6 . En 97k I i / __��\ \ ���,'�� x 964.8 m x 964.8 8 -t r' 964.0 I Ln - - -'_ L N 960-8 x f A' 966.1 m x 96E� 3t _ -ABCs 1 967.5 ' I rn O / �• / ' I 1 I y�6/� ' \ I / x 960.8 F - _ 96$_ - �� l� x 966.9 965.0 ` x/961.6 \ / 961.3 x r �/ 968 3 x 968.5 m (-0 Eg /�/ =o/ Cb 9613 ` / / / Y o�6��6 Q 970 m 969.3 x o - �g x 961.2 �� �// / / x' - - MAP 18" I � L.v x47.1 � � /I J� � I I 1x967.6 � � / / � � / 01 � m 71.1 � x 1006. lo x 969.1 / / a Vic: 971.6 / °(1/ f I I I 40.0 `� ! N?St o ` N2�° i 195 i J ! 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S� A�9 �'�`t�x� i'_�1 9.7 1 = --978 6 / 7.5 x 977.6 x 964.9 x 9�jr. �� �b� c� �0 I I /--966-_ arm � ` S��9�5. �1� i \ \ Tt - - _ x 979.6 X65 4- 5-� S + ' 1818 \ eSe + 18S1_ I v_ - - s' _ 1 \ 1 \ \ �68� O �eSe _�89 ��838 t8S8 �&S X18 x 97 .4 978.9 x 79-9-'I j x 988.7 _ "as �e �p 98 / 1 x 84.3 \ x 95.7 \� �g - '� � O �� \ / x 9 .0 1 2 \ } \ \ \ gyp_ \ - cQ \ �/ N - O 982.8 x / I ' x372. i '--� 1'c1� . �- S#� 1` N >, 1 \ \ -972-Z^ x r 9 357 197J3 !`� ! �\ Q ^ �-� -�=- 4`9 7.i $l - x 961.6 ( O �7 5 \ trn sg /x 981.0 FiP 4034 82-8 \.E 9 981.8 4 g � t� C 1 a9 j Cj ': x x 80.9 % / // ! 1 I \ \ \ LOT 7 x976.9 - -97_-��1`'---s�~`iFEN/ ao 11 / _� I I ` \ \ \ \_ �97� _ \ ` l \ 1� .8 8826 g / x 999.5 ; I l \ 97g_ _ � 0� - /� \ h 75.6 1 $� 1 6,0 / x p06.0 \ --980- x 979.2 ` ` _ -- - y0 _ x 0{0.3 �� ` 24992 / ( \98\ \ `` _-982--'� / _ 11 977.4 `� -- - x 9 7.6 978.1 \ 45 \ 1P ( \ \ \ , x 977.2 - -- -- _. - x 976.9 / RO�RPNCE 996.C x 993.4 \ \ \ - A \A� 8-5-.6,3 n ^.� n x / \ �\ \ i �J8 \ x 983.3 / \ INV=x 978.5 x 978.9 `� / I - i 1�-4 '`t YY-��. 980.2. a�r,Q L�.o ^ I Jl ' 9 9 / ` \ \ �9 - __---- - 78. J 979.0: O� o / \0061 d / \\ 88\ \ i 1 / 78.4 _-� 0 ob 4.4 v , �-/ %_ ((I i �° x 987.4". x 9$ i L�$2 I l; o BAY SIDE TRA ,��52� �9 / TO 00 O O� Off/ -� x 999.4 IR \ x 989.2 \ g8h x 98� �. \ J�-` -- ' ---- _- �- - --- _- G� G/ 999.7 w 9 l 0 \ x 4.3 \ I a�, Dig �O� 100 a \ c' R' r° x 991.8 / 976.6 \ \ , f �, x 984.3 \ GB�N/\G i FI�4 976.7 V J/ N\9130-3"\, / 1 � i x 986.9 \ Op>4\ \� \ \ \ x 100 1 / _ x 989.0 - �gg3 \ / ! I 82L_ x�g2.0 � 2 / 100 280.14 . I x 995.1 A=650,31'28" \ STORMWATER / -Q---__ -- \ POND _00NWL 975 .0 CBRS207'34"W HWL 976.75 _-C=265.1 / / I n -r L_V I 5 DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, Hennepin County, Minnesota 1. Site Address: 100 Bayside Trail, Orono, Minnesota 55359 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. 27053CO285E, effective date of September 2nd, 2004. 3. Parcel Area Information: Gross Area: 162,909 s.f. - 3.740 acres Wet Area: 30,189 s.f. 0.693 acres Net Area: 132,720 s.f. - 3.047 acres. 4. Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEGN which has an elevation of 100 1. 173 feet (NAVD88). 5. Zoning Information: The current Zoning for the subject property is RR -1B (One Family Residential District) 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 June 17th, 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet (Bayside Trail) Side: 30 feet Rear: 50 feet Height: 30 feet 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. 7. Landscaping to be completed by MT Carpenter Landscape. Hardcover House Area = 3,898 Sq.Ft. Driveway Area= 1,641 Sq.Ft. Patio Area = 576 Sq.Ft. Sidewalk Area = 265 Sq.Ft. Total Impervious Surface = 6,380 Sq.Ft. Total Coverage = 3.92% Development Plan Data - WO 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 LOSSES LEGALLY RESPONSIBLE FOR DAMAGES USE. RESULTING FROM ILLEGITIMATE USE, SURVEY LEGEND Proposed Garage Floor Elevation = 982.0 CAST IRON MONUMENT Proposed Basement Floor Elevation = 973.6 J Proposed Elevations CATCH BASIN Asbufft Elevations Proposed Garage Floor Elevation = 984.6 Proposed Garage Floor Elev., Proposed Lower Garage Elevation = 973.6 Proposed Lower Garage Elei Proposed Top of Foundation Elevation = 984.9 Proposed Top of Foundation Proposed Basement Floor Elevation = 974.6 Proposed Basement Floor EI Proposed First Floor Elevation = 985.0 N Offset Irons (elevations are to the top of pipet OS #1 = 969.57 OS #2 = 969.76 OS #4 = 973.57 OS #3 = 972.25 = 984.2+ 0.33= 984.5 (Not Poured) = 973.5 = 984.2 = 974.5 REC jVto OCT U 4 2016 CITY OF ORONO Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 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 LOSSES LEGALLY RESPONSIBLE FOR DAMAGES USE. RESULTING FROM ILLEGITIMATE USE, SURVEY LEGEND scIf-VL E 1N FEET SO RL ��Hennepin SATH RE-BERGQUIST INC. 1 m f CAST IRON MONUMENT aslx In[ na A/C UNIT J ( CATCH BASIN © tb Ei CU' sss- BUILDING SETBACK LINE FLARED END SECTION ❑E ELECTRIC TRANSFORMER c -v CABLE TV 05-31-16 C OO ELECTRIC MANHOLE CONCRETE CURB GUY WIRE N N o CONCRETE ��r *s IJ = =5 s• © I T -_ 960 _ CONTOUR EXISTING C1 SURVEY MONUMENT SET \f GAS VALVE Y S A SURVEY MONUMENT FOUND w6 K11M I�L^a DT DRAIN TILE A P L HAND HOLE z�,�3. LIGHT POLE SOIL BORING x X- FENCE wo POWER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND SANITARY MANHOLE = 984.2+ 0.33= 984.5 (Not Poured) = 973.5 = 984.2 = 974.5 REC jVto OCT U 4 2016 CITY OF ORONO Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 30 15 0 15 30 60 FIELD CREW NO. BY DATE REVISION 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 LOSSES LEGALLY RESPONSIBLE FOR DAMAGES USE. RESULTING FROM ILLEGITIMATE USE, SURVEY LEGEND scIf-VL E 1N FEET SO RL ��Hennepin SATH RE-BERGQUIST INC. 1 m f CAST IRON MONUMENT ® A/C UNIT BITUMINOUS ( CATCH BASIN © CABLE TV PEDESTAL sss- BUILDING SETBACK LINE FLARED END SECTION ❑E ELECTRIC TRANSFORMER c -v CABLE TV 05-31-16 GATE VALVE OO ELECTRIC MANHOLE CONCRETE CURB GUY WIRE EO ELECTRIC METER CONCRETE HYDRANT © GAS METER -_ 960 _ CONTOUR EXISTING C1 SURVEY MONUMENT SET © GAS VALVE 9sp _ CONTOUR PROPOSED /+ SURVEY MONUMENT FOUND w6 WETLAND BUFFER POST DT DRAIN TILE SURVEY CONTROL POINT HAND HOLE --- Esc ELECTRIC UNDERGROUND LIGHT POLE SOIL BORING x X- FENCE POWER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND SANITARY MANHOLE ; TREE DECIDUOUS -- GAS GAS UNDERGROUND SANITARY CLEANOUT OO TELEPHONE MANHOLE °"U OVERHEAD UTILITY SIGN CO TELEPHONE PEDESTAL - - - - - - - - - - SILT FENCE GROUND ELEVATION TRAFFIC SIGNAL -- _-' -- -- SANITARY SEWER 977.5 FOUNDATION ASBUILT ELEVATION OO UTILITY MANHOLE -" - STORM SEWER ' - TEL TELEPHONE UNDERGROUND STORM DRAIN © UTILITY PEDESTAL STORM MANHOLE WELL UTA UTILITY UNDERGROUND - - J WATERMAIN FIELD CREW NO. BY DATE REVISION 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 LOSSES LEGALLY RESPONSIBLE FOR DAMAGES USE. 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. y Dated this 20th ay of June, 6. , David B. Pemberton PLS Minnesota License No. 40344 pemberton@sathre.com � FtS _ W p N ' Cti ESS SO RL ��Hennepin SATH RE-BERGQUIST INC. 1 m f TWP.117 - RGE.21- SEC.06 CERTIFICATE O F SURVEY FOUNDATION ASBUILT PREPARED FOR. WEST BAY HOMES FILE NO. 95325-007 CT SR 1 EMW 7/5/2016 HARDCOVER WORKSHEET PfOJ@Ct City: C,i�fOt10 DRAWN 2 EMW 7/21/2016 REVISED DRIVEWAY CO+Inty EMW 3 EMW 8/5/2016 ADDED PATIO CHECKED 4 EMW 10/1/2016 FOUNDATION ASBUILT 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM �� Q� P pgp DATE 05-31-16 1co mysicu Ira( l 2p 7p(P Fou !iron As - 8u, I4-