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