|
SW CORNER
<br />OF LOT 13
<br />185.00
<br />7
<br />> - \
<br />/---NORTH LINE W \
<br />OF LOT 13
<br />o=
<br />=F- _
<br />0 o
<br />Z z NE CORNER
<br />c OF LOT 13 - 1
<br />J x
<br />i PARALLEL WITH THE _
<br />�T
<br />NORTH LINE OF LOT 13 \ �,
<br />z 1
<br />970.3. x 1 . .
<br />go.. N5/
<br />N88°25'23"W 368.40 \� �\ LANDSCAPINGoN0D10 �0
<br />0 1 00 00 \I - cP -� i N �. r.�
<br />----
<br />973.8 979.1 984.8 IS
<br />- C rn � N FND IPI 2 �.
<br />FES �- 8 9 9) 98p 982. 9 x x 991.6 f �� 0,00) orn �_ 25x 18 f \
<br />fi / \ / 982' 98 .7x 31:3 01 ,4i 994.3 x 9 3,6 o xy m . .
<br />1 s I 9 988.5 991.81.6 rn x9 3.3.0} x994.4 99 X99 x s 991.0 ` cr i t
<br />(� 96 .2 1--- 982 4 x 8s x°� �. x SlL T F N 3
<br />z OC _ 6)�� '�✓ rese ease �eseJ`�ese- i-gg3^/- 5. g 9 ° x 9 3x 993.6 992.9x i ��
<br />Z -�. p / x /983.3 x' 990.3 91.7
<br />i9_9 2.65. 4.8 4.� -- 9y°6 Yom\9Qjpo .rn HIGHWAY EASEMENT PER
<br />Z o rn. I 9 8 994.8 '� 6
<br />-1 S G Jx 978.E O q.2 n z x �9 99 5 9 \
<br />p <rno g6 / �N 9P STAE g A0 CO 992 Ox 9gg/ x 94.1 oa 9 - 1� �� - -_---- - DOC-
<br />OSO UOTILITY EASEMENT
<br />n x 972.8 ^ 89.9 991.8 x 994.6 \ x 993.7 92 9
<br />6 > / R� WALL hT o, x 986.3 SUM 9950 .A1 .� $ 990 �x PER DOC. NO. 1030940
<br />N P 9 9' I 970.1 I r / x 982.3 x ®�� g6�
<br />cD �� �. Z I / h 0� 9 986.4 ® GFE= x x 994. 0
<br />O _..-32. ' x 976.4 g� �� \986.2 x 995.3 994.911 o�� 0.. . .
<br />Ct 6�p o ' I x 979 0 1 / 986/)x 986.4 EXISTING 5 � 993.9 A992.� N $` , 40-
<br />0� x �73.s f s�° p / s8s.8., HOUSE o 4�995.,0994.7
<br />9� ? 11 % N NE COR E .
<br />co o / ,��9 x 1 88/ �` e`n e a w � x 994.8 \92, \ 990.8 x O
<br />.. �jc I I SOI�TH LINE k / rn F °© rn 1 �$ o 0O..--i--OF,-LOT .1.3.
<br />�p - O I x 976.5 OF LOT 13 g w � ° 995.3x 994.7 982 $rn \ d'9 . X o... .
<br />9 00
<br />rn 970.2- } - -t- --1- I _1 �n �6.6 x 986.8 Q .3 S ` 1 \\
<br />00 -� c� 995.2 994.8 x9 cw$ `o �9 X..Q. . .
<br />rn rn I x 79.8 986. x 994.0 2. / OHO 1 D
<br />Q: �� � / x1973.8 I 6 O WOE= �, \ g ii r'�iA� 00.HN .. �H
<br />96 (60 I x 982.8 _ 9�6 86.7 987.1 - O o,� L x 994.6 \ 99 9p �o 00
<br />X x °' I I x 976.7 0o x 985.1 6 FFE 995.0 x�.b gg3 3 91.511 11 - .A c �► 1
<br />,9) oo- 997.6 M /x "5 , cn 90I�I\xrnx 985.1 CONCRETE 994.0 o;L99x1 oo / 986.2 x oyo 1 1
<br />.. N I I * 974.0 x 980 I/\ x 982.4 ` ���oa rn ° 9�5c3D`�IVEWPAY, ®�., 994;9 9 993.1 ��� Q. `
<br />' 0 94.8 t1
<br />�9 IN -x 971. / x 971 .2 9 .7 x 6. x 00 99" 99}.8 71 1 \rn� ^' N 1
<br />�9 6 .3 x 971.1 �- e- e- �- 98 986.6 a, 8' 994.9 T�, O 2� 990 5 9 5 Z r
<br />- -lase- 989.5 rn ��, 99' O
<br />- .32 329 I '' '�-'�8s°�58: C E 994 4 �' A�,� x 'o
<br />�e-�esa �a ase
<br />970.7 x Z3:5 0\ 9 9867 x 987.9 •n 92 `9 x �x 994.1 0,°' -`a\_ �1- --t 992.1 x991.3 0 0 1.� O
<br />968.6 80 o, $ 9g, x-q� x 9� 991. g9 x 993.2 '9 �°' 4? q3 �C994.0 Q, x 993.3 Lo' 988 O
<br />FIND IPI . x 8 x� 987.5 0.6 ? 993.4x �A x 994.2 99 9 992. c' z n n
<br />`A � 94.4 SILT FE CE X42 6 gx 992.1 � �� o= 1
<br />979.9 986.6
<br />°j�� 0 0�� E. OF �ORNER 9� (^ X / 334.19 992.9 983 f y a - 990.. vl D.� .. o
<br />J / o n 8 �� FND IP RLS 41226 I m Q=
<br />970.2x �• X �
<br />/ c 990.2 `�j ......
<br />N88 25 20 W 369.89
<br />I— PARALLEL WITH THE -7�•1 __-- f "1 N
<br />NORTH LINE OF LOT 13 _- 1P I . 1
<br />1<
<br />J\
<br />SW CORNER
<br />LOT 10
<br />�- 84.00-
<br />j SOUTH LINE OF LOT
<br />v
<br />Aval RD.-_
<br />4)\
<br />NOR_
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />EXISTING HOUSE of rn
<br />1055 NORTH ARM DRIVE I
<br />� o rl
<br />1
<br />DECK �' r
<br />rn I
<br />1
<br />I
<br />n 1
<br />n \ I
<br />� I
<br />� J
<br />30 15 0 15 30 60
<br />% 1111111 111111111111111111 11111111111
<br />SCALE IN FEET
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(per Certificate of Title, Certificate Number: 1458280)
<br />That part of Lots 12 and 13, "Linden Beach", described as follows: Beginning at a point on the Easterly line of Lot 13,
<br />distant 48.38 feet Southerly from the Northeasterly corner of said Lot, measured along said Easterly line; thence
<br />Southerly along the Easterly line of Lots 13 and 12 a distance of 100 feet more or less to a point 44.21 feet Southerly from
<br />the Northeast corner of Lot 12; thence West parallel with the North line of Lot 13 to a point of intersection with the
<br />extension of a straight line drawn from a point in the South line of Lot 10 said Addition, distant 84 feet East along said
<br />South line from the Southwest corner of said Lot 10 through a point on the South line of Lot 13 distant 185 feet East of the
<br />Southwest corner thereof; thence Northwesterly along aforesaid described line 100 feet more or less to a point on a line
<br />drawn parallel with the North line of Lot 13 from the point of beginning; thence East on aforesaid parallel line to the point
<br />of beginning.
<br />STANDARD NOTES
<br />1) Site Address: 1045 North Arm Drive, Orono 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: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No.
<br />27053CO284F, effective date of 11/04/2016.
<br />4) Parcel Area Information: Gross Area: 36111.08 s.f. - 0.83 acres
<br />R/W Area: 3962.57 s.f. - 0.09 acres
<br />Net Area:[] 32,148.51 s.f. - 0.74 acres.
<br />5) Benchmark: Elevations are based on Hennepin County control Name: SAMS which has an elevation of 941.25 feet (NAVD88).
<br />6) Zoning Information: The current Zoning for the subject property is LR -1B (Lakeshore Residential -1B) per the City of Orono's zoning map dated November
<br />2018. The setback, height, and floor space area restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Street(Front): 35 feet (North Arm Drive)
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Height: 30 feet
<br />Hardcover: 30 percent of lot area
<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
<br />from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be
<br />verified by all 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
<br />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
<br />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
<br />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
<br />State One Call at least 48 hours in advance at 651/454-0002.
<br />8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction.
<br />10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />11) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />12) Verify sanitary service invert prior to any concrete work.
<br />Proposed Elevations - WO (9' Basement
<br />Proposed Garage Floor Elevation = 995.4
<br />Proposed Top of Foundation Elevation = 995.7
<br />Proposed Basement Floor Elevation = 987.0
<br />Foundation Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation (GFD)
<br />= 995.1 + 0.33 = 995.4 (Not Poured)
<br />Asbuilt Top of Foundation Elevation (TOF)
<br />= 995.8
<br />Asbuilt Basement Floor Elevation (BFD)
<br />R4q,
<br />Grading Asbuilt Elevations
<br />RS
<br />�E
<br />\�
<br />_
<br />Asbuilt Garage Floor Elevation (GFD)
<br />= 995.3
<br />_ NWUUO
<br />n
<br />= 997.6
<br />V
<br />I
<br />©
<br />PIEZOMETER
<br />L
<br />FORfSr 9
<br />R� a
<br />WALKOUT ELEVATION
<br />C
<br />I
<br />IRON PIPE MONUMENT SET
<br />cD-)
<br />__ - DAIHRD. North
<br />FFE
<br />11L
<br />N
<br />N
<br />S
<br />C
<br />IRON PIPE MONUMENT FOUND
<br />J
<br />Arm
<br />e. �� LOVA uNun
<br />FogFr nvE:
<br />FN Nof \�y ForestA (�
<br />Lake aN� nvE =�J
<br />alC
<br />GUY WIRE
<br />I
<br />T
<br />Y
<br />M
<br />GARAGE FLOOR ELEVATION
<br />NOF r
<br />RD
<br />P
<br />L
<br />E
<br />TOP OF FOUNDATION ELEV.
<br />�ilN9k ri
<br />�� �:.�
<br />\a_R `Df,K
<br />CHISELED "X" MONUMENT SET
<br />ILsI
<br />LIFT STATION
<br />LOE
<br />kD
<br />X
<br />CHISELED "X" MONUMENT FOUND
<br />Q
<br />SANITARY MANHOLE
<br />CONCRETE
<br />REBAR MONUMENT FOUND
<br />> - \
<br />/---NORTH LINE W \
<br />OF LOT 13
<br />o=
<br />=F- _
<br />0 o
<br />Z z NE CORNER
<br />c OF LOT 13 - 1
<br />J x
<br />i PARALLEL WITH THE _
<br />�T
<br />NORTH LINE OF LOT 13 \ �,
<br />z 1
<br />970.3. x 1 . .
<br />go.. N5/
<br />N88°25'23"W 368.40 \� �\ LANDSCAPINGoN0D10 �0
<br />0 1 00 00 \I - cP -� i N �. r.�
<br />----
<br />973.8 979.1 984.8 IS
<br />- C rn � N FND IPI 2 �.
<br />FES �- 8 9 9) 98p 982. 9 x x 991.6 f �� 0,00) orn �_ 25x 18 f \
<br />fi / \ / 982' 98 .7x 31:3 01 ,4i 994.3 x 9 3,6 o xy m . .
<br />1 s I 9 988.5 991.81.6 rn x9 3.3.0} x994.4 99 X99 x s 991.0 ` cr i t
<br />(� 96 .2 1--- 982 4 x 8s x°� �. x SlL T F N 3
<br />z OC _ 6)�� '�✓ rese ease �eseJ`�ese- i-gg3^/- 5. g 9 ° x 9 3x 993.6 992.9x i ��
<br />Z -�. p / x /983.3 x' 990.3 91.7
<br />i9_9 2.65. 4.8 4.� -- 9y°6 Yom\9Qjpo .rn HIGHWAY EASEMENT PER
<br />Z o rn. I 9 8 994.8 '� 6
<br />-1 S G Jx 978.E O q.2 n z x �9 99 5 9 \
<br />p <rno g6 / �N 9P STAE g A0 CO 992 Ox 9gg/ x 94.1 oa 9 - 1� �� - -_---- - DOC-
<br />OSO UOTILITY EASEMENT
<br />n x 972.8 ^ 89.9 991.8 x 994.6 \ x 993.7 92 9
<br />6 > / R� WALL hT o, x 986.3 SUM 9950 .A1 .� $ 990 �x PER DOC. NO. 1030940
<br />N P 9 9' I 970.1 I r / x 982.3 x ®�� g6�
<br />cD �� �. Z I / h 0� 9 986.4 ® GFE= x x 994. 0
<br />O _..-32. ' x 976.4 g� �� \986.2 x 995.3 994.911 o�� 0.. . .
<br />Ct 6�p o ' I x 979 0 1 / 986/)x 986.4 EXISTING 5 � 993.9 A992.� N $` , 40-
<br />0� x �73.s f s�° p / s8s.8., HOUSE o 4�995.,0994.7
<br />9� ? 11 % N NE COR E .
<br />co o / ,��9 x 1 88/ �` e`n e a w � x 994.8 \92, \ 990.8 x O
<br />.. �jc I I SOI�TH LINE k / rn F °© rn 1 �$ o 0O..--i--OF,-LOT .1.3.
<br />�p - O I x 976.5 OF LOT 13 g w � ° 995.3x 994.7 982 $rn \ d'9 . X o... .
<br />9 00
<br />rn 970.2- } - -t- --1- I _1 �n �6.6 x 986.8 Q .3 S ` 1 \\
<br />00 -� c� 995.2 994.8 x9 cw$ `o �9 X..Q. . .
<br />rn rn I x 79.8 986. x 994.0 2. / OHO 1 D
<br />Q: �� � / x1973.8 I 6 O WOE= �, \ g ii r'�iA� 00.HN .. �H
<br />96 (60 I x 982.8 _ 9�6 86.7 987.1 - O o,� L x 994.6 \ 99 9p �o 00
<br />X x °' I I x 976.7 0o x 985.1 6 FFE 995.0 x�.b gg3 3 91.511 11 - .A c �► 1
<br />,9) oo- 997.6 M /x "5 , cn 90I�I\xrnx 985.1 CONCRETE 994.0 o;L99x1 oo / 986.2 x oyo 1 1
<br />.. N I I * 974.0 x 980 I/\ x 982.4 ` ���oa rn ° 9�5c3D`�IVEWPAY, ®�., 994;9 9 993.1 ��� Q. `
<br />' 0 94.8 t1
<br />�9 IN -x 971. / x 971 .2 9 .7 x 6. x 00 99" 99}.8 71 1 \rn� ^' N 1
<br />�9 6 .3 x 971.1 �- e- e- �- 98 986.6 a, 8' 994.9 T�, O 2� 990 5 9 5 Z r
<br />- -lase- 989.5 rn ��, 99' O
<br />- .32 329 I '' '�-'�8s°�58: C E 994 4 �' A�,� x 'o
<br />�e-�esa �a ase
<br />970.7 x Z3:5 0\ 9 9867 x 987.9 •n 92 `9 x �x 994.1 0,°' -`a\_ �1- --t 992.1 x991.3 0 0 1.� O
<br />968.6 80 o, $ 9g, x-q� x 9� 991. g9 x 993.2 '9 �°' 4? q3 �C994.0 Q, x 993.3 Lo' 988 O
<br />FIND IPI . x 8 x� 987.5 0.6 ? 993.4x �A x 994.2 99 9 992. c' z n n
<br />`A � 94.4 SILT FE CE X42 6 gx 992.1 � �� o= 1
<br />979.9 986.6
<br />°j�� 0 0�� E. OF �ORNER 9� (^ X / 334.19 992.9 983 f y a - 990.. vl D.� .. o
<br />J / o n 8 �� FND IP RLS 41226 I m Q=
<br />970.2x �• X �
<br />/ c 990.2 `�j ......
<br />N88 25 20 W 369.89
<br />I— PARALLEL WITH THE -7�•1 __-- f "1 N
<br />NORTH LINE OF LOT 13 _- 1P I . 1
<br />1<
<br />J\
<br />SW CORNER
<br />LOT 10
<br />�- 84.00-
<br />j SOUTH LINE OF LOT
<br />v
<br />Aval RD.-_
<br />4)\
<br />NOR_
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />EXISTING HOUSE of rn
<br />1055 NORTH ARM DRIVE I
<br />� o rl
<br />1
<br />DECK �' r
<br />rn I
<br />1
<br />I
<br />n 1
<br />n \ I
<br />� I
<br />� J
<br />30 15 0 15 30 60
<br />% 1111111 111111111111111111 11111111111
<br />SCALE IN FEET
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />(per Certificate of Title, Certificate Number: 1458280)
<br />That part of Lots 12 and 13, "Linden Beach", described as follows: Beginning at a point on the Easterly line of Lot 13,
<br />distant 48.38 feet Southerly from the Northeasterly corner of said Lot, measured along said Easterly line; thence
<br />Southerly along the Easterly line of Lots 13 and 12 a distance of 100 feet more or less to a point 44.21 feet Southerly from
<br />the Northeast corner of Lot 12; thence West parallel with the North line of Lot 13 to a point of intersection with the
<br />extension of a straight line drawn from a point in the South line of Lot 10 said Addition, distant 84 feet East along said
<br />South line from the Southwest corner of said Lot 10 through a point on the South line of Lot 13 distant 185 feet East of the
<br />Southwest corner thereof; thence Northwesterly along aforesaid described line 100 feet more or less to a point on a line
<br />drawn parallel with the North line of Lot 13 from the point of beginning; thence East on aforesaid parallel line to the point
<br />of beginning.
<br />STANDARD NOTES
<br />1) Site Address: 1045 North Arm Drive, Orono 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: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No.
<br />27053CO284F, effective date of 11/04/2016.
<br />4) Parcel Area Information: Gross Area: 36111.08 s.f. - 0.83 acres
<br />R/W Area: 3962.57 s.f. - 0.09 acres
<br />Net Area:[] 32,148.51 s.f. - 0.74 acres.
<br />5) Benchmark: Elevations are based on Hennepin County control Name: SAMS which has an elevation of 941.25 feet (NAVD88).
<br />6) Zoning Information: The current Zoning for the subject property is LR -1B (Lakeshore Residential -1B) per the City of Orono's zoning map dated November
<br />2018. The setback, height, and floor space area restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Street(Front): 35 feet (North Arm Drive)
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Height: 30 feet
<br />Hardcover: 30 percent of lot area
<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
<br />from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be
<br />verified by all 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
<br />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
<br />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
<br />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
<br />State One Call at least 48 hours in advance at 651/454-0002.
<br />8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage.
<br />9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction.
<br />10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built.
<br />11) Proposed grades shown adjacent to building foundation refers to top of black dirt.
<br />12) Verify sanitary service invert prior to any concrete work.
<br />Proposed Elevations - WO (9' Basement
<br />Proposed Garage Floor Elevation = 995.4
<br />Proposed Top of Foundation Elevation = 995.7
<br />Proposed Basement Floor Elevation = 987.0
<br />Foundation Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation (GFD)
<br />= 995.1 + 0.33 = 995.4 (Not Poured)
<br />Asbuilt Top of Foundation Elevation (TOF)
<br />= 995.8
<br />Asbuilt Basement Floor Elevation (BFD)
<br />= 986.8 + 0.33 = 987.1 (Not Poured)
<br />Grading Asbuilt Elevations
<br />RS
<br />�E
<br />\�
<br />_
<br />Asbuilt Garage Floor Elevation (GFD)
<br />= 995.3
<br />Asbuilt First Floor Elevation
<br />= 997.6
<br />Asbuilt Basement Floor Elevation (BFD) = 987.1
<br />FIELD CREW
<br />NO.
<br />BY
<br />SURVEY L E G E N D
<br />REVISION
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />RS
<br />�E
<br />\�
<br />_
<br />SU
<br />RL
<br />SAT H R E- E E RG Q U I ST, INC.
<br />TWP:116-RGE.24-SEC.22
<br />CERTIFICATE OF SURVEY
<br />GRADING ASBUILT
<br />PREPARED FOR:
<br />CURTIS JASPER
<br />CAST IRON MONUMENT
<br />©
<br />PIEZOMETER
<br />WOE
<br />WALKOUT ELEVATION
<br />O
<br />IRON PIPE MONUMENT SET
<br />cD-)
<br />POWER POLE
<br />FFE
<br />FIRST FLOOR ELEVATION
<br />•
<br />IRON PIPE MONUMENT FOUND
<br /><
<br />GUY WIRE
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />DRILL HOLE FOUND
<br />RD
<br />ROOF DRAIN
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />X
<br />CHISELED "X" MONUMENT SET
<br />ILsI
<br />LIFT STATION
<br />LOE
<br />LOWEST OPENING ELEV.
<br />X
<br />CHISELED "X" MONUMENT FOUND
<br />Q
<br />SANITARY MANHOLE
<br />CONCRETE
<br />REBAR MONUMENT FOUND
<br />®
<br />SANITARY CLEANOUT
<br />".......:::::::>s:i
<br />BITUMINOUS
<br />PK NAIL MONUMENT SET
<br />ST
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<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT
<br />CONVEYANCE OF INFORMATION OF THIS PRODUCT IS
<br />)
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />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
<br />Land Surveyor under the laws of the State of Minnesota.
<br />Y
<br />Dated this 12th day of July, 2021.
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />Schmidt@sathre.com
<br />RS
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<br />SU
<br />RL
<br />SAT H R E- E E RG Q U I ST, INC.
<br />TWP:116-RGE.24-SEC.22
<br />CERTIFICATE OF SURVEY
<br />GRADING ASBUILT
<br />PREPARED FOR:
<br />CURTIS JASPER
<br />FILE NO.
<br />19295-019
<br />XXX 3 JRS 1/11/2021 REVISED DRIVEWAY
<br />Hennepin County
<br />DRAWN 4 JRS 1/21/2021 MAIN LEVEL HOUSE FOOTPRINT USED
<br />O RO N O,
<br />MINNESOTA
<br />SDR 5 JRS 1/25/2021 REVISED HOUSE, DRIVEWAY & HARDCOVER CALC.
<br />CHECKED 6 JRS 4/19/2021 HOUSE STAKED IN FIELD (AT)
<br />cmc Jw 14000 25TH AVENUE NORTH, SUITE 120
<br />N
<br />P PLYMOUTH MN 55447 (952) 476-6000
<br />011 �� WWW.SATHRE.COM
<br />�R3 P �P
<br />JJA 7 JPR 5/5/2021 MOVED HOUSE4i
<br />DATE 8 JRS 7/12/2021 FOUNDATION ASBUILT (AT)
<br />06/17/2020 9 JPM 8/10/2022 GRADING ASBUILT
<br />
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