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HomeMy WebLinkAbout2020 Foundation As-BuiltTree # Species DBH Condition 1 Maple, sugar 10.0 Good 2 Maple, sugar 10.0 Good 3 Maple, sugar 11.5 Fair 4 Ash, green 15.5 Good 5 Ash, green 17.0 Fair 6 Boxelder 15.0 Fair 7 Maple, sugar 7.0 Good 8 Ash, green 15.0 Good 9 Maple, sugar 9.0 Good 10 Ash, green 7.0 Good 11 Maple, sugar 7.0 Good 12 Basswood 6.5 Good 13 Oak, red 15.5 Fair 14 Maple, sugar 6.5 Good 15 Maple, sugar 10.5 Fair 16 Ash, green 13.0 Fair 17 Maple, sugar 6.5 Good 18 Maple, sugar 6.0 Good 19 Boxelder 11.0 Fair 20 Maple, sugar 12.5 Good 21 Maple, sugar 7.0 Good 22 Maple, sugar 7.5 Good 23 Ash, green 18.0 Fair 24 Elm, American 11.0 Good 25 Aspen 9.0 Good 26 Ash, green 16.0 Good 27 Elm, American 9.5 Good 28 Maple, sugar 12.0 Fair 29 Ash, green 15.0 Fair 30 Ash, green 12.0 Fair 31 Maple, sugar 7.5 Good 32 Maple, sugar 7.0 Fair 33 Maple, sugar 9.0 Good 34 Maple, sugar 7.0 Fair 35 Maple, sugar 10.5 Good 36 Maple, sugar 8.5 Good 37 Maple, sugar 8.5 Good 38 Ash, green 27.5 Fair 39 Maple, sugar 10.9 Good 40 Maple, sugar 7.0 Fair 41 Maple, sugar 8.0 Good 42 Basswood 7.0 Fair 43 Basswood 11.5 Fair 44 Maple, sugar 7.5 Good 45 Maple, sugar 6.0 Good 46 Ash, green 10.0 Good 47 Basswood 6.5 Fair 48 Elm, American 15.5 Good 49 Maple, sugar 6.5 Good 50 Maple, sugar 8.5 Good 51 Ash, green 9.0 Good 52 Basswood 7.0 Good 53 Basswood 12.5 Fair 54 Maple, sugar 9.0 Fair 55 Elm, red 8.0 Fair 56 Maple, sugar 9.5 Good 57 Ash, green 7.0 Fair 58 Maple, sugar 6.0 Fair 59 Ash, green 8.0 Good 60 Ash, green 7.0 Fair 61 Elm, American 10.0 Good 62 Maple, sugar 6.0 Good 63 Basswood 9.0 Good 64 Maple, sugar 6.0 Good 65 Maple, sugar 6.0 Good 66 Basswood 12.5 Fair 67 Oak, bur 27.5 Good 68 Oak, bur 29.0 Good 69 Elm, American 7.0 Good 70 Oak, bur 25.0 Fair 71 Elm, American 13.5 Good 72 Oak, red 23.0 Good 73 Boxelder 13.5 Good 74 Boxelder 13.0 Fair 75 Basswood 14.5 Fair 76 Boxelder 13.0 Fair 77 Basswood 10.5 Good 78 Boxelder 15.0 Fair 79 Ash, green 9.5 Good S0 Ash, green 9.0 Good 81 Ash, green 8.0 Good 82 Elm, American 10.0 Good 83 Ash, green 7.0 Good 84 Ash, green 9.0 Good 85 Basswood 27.5 Fair 86 Basswood 8.5 Good 87 Oak, bur 13.5 Good 88 Elm, American 7.0 Good 89 Oak, bur 30.0 Good 90 Oak, bur 24.0 Good 91 Elm, American 14.5 Good 92 Basswood 6.0 Fair 93 Basswood 6.5 Fair 94 Ash, green 12.0 Good 95 Ash, green 8.0 Good 96 Ash, green 6.5 Good 97 Oak, bur 20.5 Good 984.9 x7984.1 X 981.5 '.'.'. '.'. 986.Ox = 975.0 Proposed Basement Floor Elevation X.985,7 ... . ........ IRON PIPE MONUMENT FOUND 985.6 GUY WIRE N DRILL HOLE FOUND RD ROOF DRAIN CHISELED "X" MONUMENT SET � �..................."co X C CONTOUR PROPOSED SANITARY MANHOLE # REBAR MONUMENT FOUND O SANITARY CLEANOUT A 985.0. ST \ 65002 PK NAIL MONUMENT FOUND ® STORM DRAIN Q 984.6 / 985.462I � / x 979.4 A SITE Q x QRZ F � N IP 2" 0 1 IID \J x 979.7 x 978.2 x 976.9 / x 975.5 / A 0.04 FOOT OVERLAP// / EXISTS DUE TO VARYING b� PROPERTY DESCRIPTI?NS /0 65001 \ / 976.220 984.5 kF 9'd'2 1/" N 89 58 15 E 152.25 END IP 1/2°/ EN y 974.6 - 33.00 ��� - ss - 9ao.5 s7s 79.2 5, x 977.? _ C END IP 1" OPEN rn `� �1 9 x 974.3 ,/ r 977.8 / 975.8 x 968.9 / 979.2 8 �^� 6 I �I � / � 972.9 1 �84� x� _ > 973.0 1..... 13 I i t 981.1 1 974.2 I 2 �.�.�.�.�.�. .�.�.IA�.�.�.�.�. (�^ \i' 20 1 7 � EORCEMAI TO 5 973.8 a ... 982.8 / 1 / / MOUND 4 X poGPD 0 983.8 �\ 982. 9 4 6 EROBIC TREATM O 973.0 971.2 ECO 982.6... w ��� �� 503 COMP TANK UNIT28 /30 Z I I / 670.6 971.7/ 0031 w 9 7 • 9 $ N� 971.0 / �1 14 / 33 O O 00 CO 981.2 I ° .. ° 4 �.0 .E R LIN TO NEW I 969.0 .. ... .... x d HOE 32 ` x981.5 0 I v� 981.4 9 L6 SBL BL �i 9SBL=ss- . ( I .4 �.. d .. �\ G 981.6 979. a 970. 034 o 98f.f '.'.'.' 981.4 I 981. d 1� a �fig' g4 a. 972.7 16 19 / Y� mx 7 g a 9 36 ) _ 72 ^ F+i / Q a 97 .. m77.6 / 351 .............. I 76 2 W 7 .9 T 4T 970 0 96X8. 966.9 3 76 .5 973.0 �� �� I \ L0 37 / 38 .. TW BW, 44 TW / r� I x 978.6 APPED VhE W 4.5 76.2 �� 9 _� I i� 972!2-' �1 ---� 51 7 m 69/ OS / O J. OS#I 977.8 x If 68 # N O O � � 977.84 TW g 9 IT l4( BW) 972.2 / 966.3 974.5) X 4.5 X (0 7) _ 4\ 39 � x 979.3 _ .moo i1 -� Z / o N(7 2 975.0 975.0 6 -15.0 % 34.0 - / W a x.20.0 500 972.9 6 5 971.7 967.2 9�ro 974.8 45 0o � 1 �9� 42 rn Q 40 h-�-1 979.5 00 / ,/kU� II o 49 - �( /. 9 L(9 '` •� O (b�/ 4 /A� ... I / 9 r X 43 0 00 r8. 0 --30- �I� N PROPOSED SIDE WALKOUT 3.5 of I o �- BFIE l"V 1� O N I / 974.1 �� 'i TOF= /B! FEE (967.o)BFE=� / O(n / ''I 58 I 975.0 972.3 ) Iv\� 967.09J%b`2X 96 5 -- 966.1 /y I v 975.4 1 9-92LZ-----X65(976.8 5.0 72 73 /� \ 978.3 977.9 x 974.1 971.8 6 3.0 64 971.6 i (975.0) TFDN) Lo / I 59 66 1 975.0 0 978.3 00 /978.2/ -6 i I �� \o `Orn3 o �� I / 971.0 1. o GFD n ' 22.5 s)w j966.2 977.6GFEO 603 N 974.4 (974.7) STOOP 970.0 75. /968 p 0) 970 �, /�: 970.9 II 35.5-�---4 s7 - v J Z i OS#4 30.2 -- - 0011.0 o N 970. 69.3 l J -971---- --- -- - N 20.0 6S - -- X \� 975.0 v" 15.0 x ---- 27.0 �s 9/5 . �1B L 5 1^ iS9 g ��e se 6 W -OOS#3 / \ x 70 976.3 I 9171.4 I a 9 8�?� tD� o �I `E%970.2 ` I TW 65.9 96.65 977 ,0. I + 8 ., j i 1 /o X31 81 I974 TW/ IT - 1 976A I !� 9 9 (73 (�0 B 963.8 I z ^ 8 968.0 V' i i 7t 6 7 963.7 976.8 / I 73.5 84 N of i (/ 976.8. 76.7 / I + 1 r BW 66. 75 9 965.2 1' LU 973. 10 80 I 963.4 X o 1 M i in 6 .1 964.5 / 76 ( 6 g�1 \ (973.0? ' � a88 0/ I m � 79 � I 983.8 - ------33- - 3---�-- BITUMINOUS DRIVEWAY ;� �� 964.8 cac x 97 7 1" 1 1 / 965.5 I g7 PROPOSED RET. WALL: (720) s�,3 ' p� e 6 9b L / 1:18 L. F. 99 6 0 .. I f x 967.5 7.6 x (972967. i i / ^o 64.5 _� I 2: 45 L.F. / 5 / 3: 45 L. F. 972 9 SILT FENCE 4:14 L.F. 9759 ' I tJ o I 9.1 966.0 464.5 963.6 96 .4 5:14 L.F. 904.6 x 97 3 / 9685 - o I 67.E 1 94 961.8 - �65211 -1 = 119.2 -� 969. 28 30059 � 1969.3 o� 9 7.1 �� 67.0 , 0 972.568 975 5972.568 975 5 END IIP 3� do I 69.5 of 968 6, 96$. � �x 963.6 2.7 ' 6700. 5. o! � � 66 �E \ � 962..824 / BEE 974.9 I x 7 'VCS doi_ do 65.6 T W 9 0 END IP 1/2 1 974.0\ 9) 4. 968 68.91 -D9HO X,ip17 xn,H- o „961.6 66.2 964.7 �_966.3 965.9 oi- dolma3: ao- 961.8 973.2.5��CTT N = 963.am964-\ BW/6 - FW 65.0 1 973.5 \ �� �� 3 968.1 967.3 -966- 966.5 ;. ; x 971.7oi�% 70.4��ei �969.�69.41 W�'\big6 4 do1� aoi dol- doi� doi doi doi xI-1:-­R01 aor�x 966.0 P`i .8--970.- . - y x . - - 966.1 . .. .. 967.6 966.4. . .. . .. .. / �No EXI'STING'CU'LVERT .. ...... 6A1....... ....... . .. . .. ..................... .. .... .. .. .. .. .. .... .. .� .... ..... TS89°58'1511W 152.25 \ .'.' dao .................. SOUTHWEST CORNER OF THE .SW '.. 1 1/4 OF THE NW 1/4 OF SECTION ,a/. j --; �ONo 7L2 970.G 968, J68.C�67 �..�66.2---x 965.6 6, TOWNSHIP 117, RANGE 24 972.5 RNO ............ r 973.4 NORTH DR. W. I `ANO I 973.8 973.9 I FND 11 112 FND 1 1/2 974.2 964.5 ........... .......... ------33------y T. ------------60 ---------y I n���E­-ni nF- In I DESCRIPTION OF PROPERTY SURVEYED The South 215.50 feet (13 rods) of the West 152.25 feet of the Southwest 1/4 of the Northwest I/4, Section 6, Township 117 North, Range 23 West of the fifth principal meridian STANDARD NOTES 1) Site Address: 4780 North Arm Drive West, Orono, MN 55364 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. 3) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) per Flood insurance Rate Map, Community Panel No. 27053CO285F, effective date of 11/04/2016. 4) Parcel Area Information: Gross Area: 32,658 s.f. - 0.75 acres R/W Area: 11,014 s.f. - 0.25 acres Net Area: 21,644 s.f. - 0.50 acres. 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: FOREST which has an elevation of: 945.54 feet (NAVD88). 6) Zoning Information: The current Zoning for the subject property is RR -1 B (One Family Rural Residential - 2 Acres) per the City of Orono's zoning map dated September 2016. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street Front: 50 feet Street Side: 30 feet Interior Side: 30 feet Rear: 50 feet Height: 30 feet Accessory Structure Setbacks - Front: 50 feet Interior Side: 15 feet / Street Side: 30 feet Rear: 15 feet Please note that the zoning information shown hereon may have been amended through a city process. 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 all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 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. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Wetland Delineation: No delineation was performed at the time of this survey. 9)1) Retaining Walls: Walls greater than 4 -feet in height must be designed by a licensed professional, and plans must be submitted to the City for building official review prior to the approval of the permit. Tiered walls are considered one wall unless they are separated by at least twice the height of the lower wall. Walls are measured from the bottom of the foundation to the top of wall. Proposed Elevations -SIDE WALKOUT Proposed Garage Floor Elevation = 974.7 Proposed First Floor Elevation = 976.8 Proposed Top of Foundation Elevation = 975.0 Proposed Basement Floor Elevation = 967.0 AMOUNT OF FILL EXPORTED: 190 CUBIC YARDS TREES TO BE REMOVED 42-53 60-72 82-95 X972.5 FOUNDATION ASBUILT ELEVATION Offset Irons (elevations are to the top of pipe) OS #1= 977.84 OS #2= 972.24 OS #4= 971.19 OS #3= 966.65 Asbuilt Elevations Asbuilt Garage Floor Elevation Asbuilt Top of Foundation Elevation Asbuilt Basement Floor Elevation = 974.4 = 975.0 = 967.0 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND CAST IRON MONUMENT (D ]I i O V 71) I I _ I • IRON PIPE MONUMENT FOUND < GUY WIRE )I( DRILL HOLE FOUND RD ROOF DRAIN X CHISELED "X" MONUMENT SET ,I LIFT STATION X C CONTOUR PROPOSED SANITARY MANHOLE # REBAR MONUMENT FOUND O SANITARY CLEANOUT A PK NAIL MONUMENT SET ST III •a •;I z�� o FA>•I •A A PK NAIL MONUMENT FOUND ® STORM DRAIN Q N ® CATCH BASIN A SITE Q FLARED END SECTION IT A/C UNIT N TREE CONIFEROUS © CABLE TV PEDESTAL WATERMAIN TREE DECIDUOUS EE i O TREE CONIFEROUS REMOVED QE ELECTRIC MANHOLE RAILROAD SWITCH TREE DECIDUOUS REMOVED EO T OT TELEPHONE MANHOLE m ELECTRIC OUTLET ET TELEPHONE PEDESTAL 0 Y S UTILITY MANHOLE LIGHT POLE Ful UTILITY PEDESTAL FIBER OPTIC MANHOLE C UTILITY VAULT �i FIRE DEPT. HOOK UP OW WATERMAIN MANHOLE M A ® WATER METER rP FUEL PUMP -101- A rr FUEL TANK @ WELL Pr PROPANE TANK Mw EP © GAS METER m CURB STOP GAS VALVE -------------------- GATE VALVE © X972.5 FOUNDATION ASBUILT ELEVATION Offset Irons (elevations are to the top of pipe) OS #1= 977.84 OS #2= 972.24 OS #4= 971.19 OS #3= 966.65 Asbuilt Elevations Asbuilt Garage Floor Elevation Asbuilt Top of Foundation Elevation Asbuilt Basement Floor Elevation = 974.4 = 975.0 = 967.0 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND WOE CAST IRON MONUMENT (D PIEZOMETER O IRON PIPE MONUMENT SET 71) POWER POLE • IRON PIPE MONUMENT FOUND < GUY WIRE )I( DRILL HOLE FOUND RD ROOF DRAIN X CHISELED "X" MONUMENT SET Ls LIFT STATION X CHISELED "X" MONUMENT FOUND CONTOUR PROPOSED SANITARY MANHOLE # REBAR MONUMENT FOUND O SANITARY CLEANOUT A PK NAIL MONUMENT SET ST STORM MANHOLE A PK NAIL MONUMENT FOUND ® STORM DRAIN Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN A SURVEY CONTROL POINT Q FLARED END SECTION IT A/C UNIT RETAINING WALL TREE CONIFEROUS © CABLE TV PEDESTAL WATERMAIN TREE DECIDUOUS EE ELECTRIC TRANSFORMER RAILROAD TRACKS TREE CONIFEROUS REMOVED QE ELECTRIC MANHOLE RAILROAD SWITCH TREE DECIDUOUS REMOVED EO ELECTRIC METER OT TELEPHONE MANHOLE m ELECTRIC OUTLET ET TELEPHONE PEDESTAL 0 YARD LIGHT O UTILITY MANHOLE LIGHT POLE Ful UTILITY PEDESTAL FIBER OPTIC MANHOLE M UTILITY VAULT �i FIRE DEPT. HOOK UP OW WATERMAIN MANHOLE FLAG POLE ® WATER METER rP FUEL PUMP -101- WATER SPIGOT rr FUEL TANK @ WELL Pr PROPANE TANK Mw MONITORING WELL © GAS METER m CURB STOP GAS VALVE D4 GATE VALVE © GAS MANHOLE '0' HYDRANT ce GENERATOR FIRD IRRIGATION VALVE ® GUARD POST P1v POST INDICATOR VALVE EH HAND HOLE SIGN E MAIL BOX se SOIL BORING WOE WALKOUT ELEVATION FFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TOF TOP OF FOUNDATION ELEV. LOE LOWEST OPENING ELEV. ^° CONCRETE BITUMINOUS ---®�- BUILDING SETBACK LINE CTv CABLE TV CONCRETE CURB - 960 CONTOUR EXISTING 96o CONTOUR PROPOSED -o -o -d -o -o- GUARD RAIL DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE FO FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY TREE LINE > SANITARY SEWER >> STORM SEWER TEL TELEPHONE UNDERGROUND RETAINING WALL UTL UTILITY UNDERGROUND I WATERMAIN TRAFFIC SIGNAL RAILROAD TRACKS RAILROAD SIGNAL 0- RAILROAD SWITCH 0SATELLITE DISH ® WETLAND BUFFER 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 I am a duly Licensed TWP:117-RGE.23-SEC.06 FILE NO. AT, DR 1 BRV 7/30/2020 PROPOSED CONDITIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. FtS SU CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y �� R� Hennepin County CERTIFICATE OF SURVEY DRAWN 2 BRV 8/5/2020 REVISED PER CITY COMMENTS STRICTLY PROHIBITED WITHOUTSATHRE-BERGQUIST, INC.'s C1� Fo 10023-045 EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 23 day of April, 2019. SAT H R E-BERGQUIST INC. FOUNDATION ASBUILT CMT 3 BRV 8/21/2020 EXISTING FOUNDATION AND WELL LOCATION 111 AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND - N CHECKED 4 ML 6/17/2021 HOUSE STAKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MNO RO N O. 55391 (952) 476-6000 PREPARED FOR. 1 DBP 5 ML 7/2/2021 FOUNDATION ASBUILT ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES N w CO 1Z WWW.SATHRE.COM THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY4�114(� MINNESOTA ACCENT HOMES DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 4/22/2019 RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com c�FRs P VPS