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HomeMy WebLinkAbout08-10-22 As_Built_SurveySW CORNER OF LOT 13 185.00 7 > - \ /---NORTH LINE W \ OF LOT 13 o= =F- _ 0 o Z z NE CORNER c OF LOT 13 - 1 J x i PARALLEL WITH THE _ �T NORTH LINE OF LOT 13 \ �, z 1 970.3. x 1 . . go.. N5/ N88°25'23"W 368.40 \� �\ LANDSCAPINGoN0D10 �0 0 1 00 00 \I - cP -� i N �. r.� ---- 973.8 979.1 984.8 IS - C rn � N FND IPI 2 �. FES �- 8 9 9) 98p 982. 9 x x 991.6 f �� 0,00) orn �_ 25x 18 f \ fi / \ / 982' 98 .7x 31:3 01 ,4i 994.3 x 9 3,6 o xy m . . 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 (� 96 .2 1--- 982 4 x 8s x°� �. x SlL T F N 3 z OC _ 6)�� '�✓ rese ease �eseJ`�ese- i-gg3^/- 5. g 9 ° x 9 3x 993.6 992.9x i �� Z -�. p / x /983.3 x' 990.3 91.7 i9_9 2.65. 4.8 4.� -- 9y°6 Yom\9Qjpo .rn HIGHWAY EASEMENT PER Z o rn. I 9 8 994.8 '� 6 -1 S G Jx 978.E O q.2 n z x �9 99 5 9 \ p <rno g6 / �N 9P STAE g A0 CO 992 Ox 9gg/ x 94.1 oa 9 - 1� �� - -_---- - DOC- OSO UOTILITY EASEMENT n x 972.8 ^ 89.9 991.8 x 994.6 \ x 993.7 92 9 6 > / R� WALL hT o, x 986.3 SUM 9950 .A1 .� $ 990 �x PER DOC. NO. 1030940 N P 9 9' I 970.1 I r / x 982.3 x ®�� g6� cD �� �. Z I / h 0� 9 986.4 ® GFE= x x 994. 0 O _..-32. ' x 976.4 g� �� \986.2 x 995.3 994.911 o�� 0.. . . Ct 6�p o ' I x 979 0 1 / 986/)x 986.4 EXISTING 5 � 993.9 A992.� N $` , 40- 0� x �73.s f s�° p / s8s.8., HOUSE o 4�995.,0994.7 9� ? 11 % N NE COR E . co o / ,��9 x 1 88/ �` e`n e a w � x 994.8 \92, \ 990.8 x O .. �jc I I SOI�TH LINE k / rn F °© rn 1 �$ o 0O..--i--OF,-LOT .1.3. �p - O I x 976.5 OF LOT 13 g w � ° 995.3x 994.7 982 $rn \ d'9 . X o... . 9 00 rn 970.2- } - -t- --1- I _1 �n �6.6 x 986.8 Q .3 S ` 1 \\ 00 -� c� 995.2 994.8 x9 cw$ `o �9 X..Q. . . rn rn I x 79.8 986. x 994.0 2. / OHO 1 D Q: �� � / x1973.8 I 6 O WOE= �, \ g ii r'�iA� 00.HN .. �H 96 (60 I x 982.8 _ 9�6 86.7 987.1 - O o,� L x 994.6 \ 99 9p �o 00 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 ,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 .. N I I * 974.0 x 980 I/\ x 982.4 ` ���oa rn ° 9�5c3D`�IVEWPAY, ®�., 994;9 9 993.1 ��� Q. ` ' 0 94.8 t1 �9 IN -x 971. / x 971 .2 9 .7 x 6. x 00 99" 99}.8 71 1 \rn� ^' N 1 �9 6 .3 x 971.1 �- e- e- �- 98 986.6 a, 8' 994.9 T�, O 2� 990 5 9 5 Z r - -lase- 989.5 rn ��, 99' O - .32 329 I '' '�-'�8s°�58: C E 994 4 �' A�,� x 'o �e-�esa �a ase 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 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 FIND IPI . x 8 x� 987.5 0.6 ? 993.4x �A x 994.2 99 9 992. c' z n n `A � 94.4 SILT FE CE X42 6 gx 992.1 � �� o= 1 979.9 986.6 °j�� 0 0�� E. OF �ORNER 9� (^ X / 334.19 992.9 983 f y a - 990.. vl D.� .. o J / o n 8 �� FND IP RLS 41226 I m Q= 970.2x �• X � / c 990.2 `�j ...... N88 25 20 W 369.89 I— PARALLEL WITH THE -7�•1 __-- f "1 N NORTH LINE OF LOT 13 _- 1P I . 1 1< J\ SW CORNER LOT 10 �- 84.00- j SOUTH LINE OF LOT v Aval RD.-_ 4)\ NOR_ Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) EXISTING HOUSE of rn 1055 NORTH ARM DRIVE I � o rl 1 DECK �' r rn I 1 I n 1 n \ I � I � J 30 15 0 15 30 60 % 1111111 111111111111111111 11111111111 SCALE IN FEET DESCRIPTION OF PROPERTY SURVEYED (per Certificate of Title, Certificate Number: 1458280) That part of Lots 12 and 13, "Linden Beach", described as follows: Beginning at a point on the Easterly line of Lot 13, distant 48.38 feet Southerly from the Northeasterly corner of said Lot, measured along said Easterly line; thence 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 the Northeast corner of Lot 12; thence West parallel with the North line of Lot 13 to a point of intersection with the extension of a straight line drawn from a point in the South line of Lot 10 said Addition, distant 84 feet East along said 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 Southwest corner thereof; thence Northwesterly along aforesaid described line 100 feet more or less to a point on a line drawn parallel with the North line of Lot 13 from the point of beginning; thence East on aforesaid parallel line to the point of beginning. STANDARD NOTES 1) Site Address: 1045 North Arm Drive, Orono 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: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO284F, effective date of 11/04/2016. 4) Parcel Area Information: Gross Area: 36111.08 s.f. - 0.83 acres R/W Area: 3962.57 s.f. - 0.09 acres Net Area:[] 32,148.51 s.f. - 0.74 acres. 5) Benchmark: Elevations are based on Hennepin County control Name: SAMS which has an elevation of 941.25 feet (NAVD88). 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 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(Front): 35 feet (North Arm Drive) Side: 10 feet Rear: 30 feet Height: 30 feet Hardcover: 30 percent of lot area 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) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. Proposed Elevations - WO (9' Basement Proposed Garage Floor Elevation = 995.4 Proposed Top of Foundation Elevation = 995.7 Proposed Basement Floor Elevation = 987.0 Foundation Asbuilt Elevations Asbuilt Garage Floor Elevation (GFD) = 995.1 + 0.33 = 995.4 (Not Poured) Asbuilt Top of Foundation Elevation (TOF) = 995.8 Asbuilt Basement Floor Elevation (BFD) R4q, Grading Asbuilt Elevations RS �E \� _ Asbuilt Garage Floor Elevation (GFD) = 995.3 _ NWUUO n = 997.6 V I © PIEZOMETER L FORfSr 9 R� a WALKOUT ELEVATION C I IRON PIPE MONUMENT SET cD-) __ - DAIHRD. North FFE 11L N N S C IRON PIPE MONUMENT FOUND J Arm e. �� LOVA uNun FogFr nvE: FN Nof \�y ForestA (� Lake aN� nvE =�J alC GUY WIRE I T Y M GARAGE FLOOR ELEVATION NOF r RD P L E TOP OF FOUNDATION ELEV. �ilN9k ri �� �:.� \a_R `Df,K CHISELED "X" MONUMENT SET ILsI LIFT STATION LOE kD X CHISELED "X" MONUMENT FOUND Q SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND > - \ /---NORTH LINE W \ OF LOT 13 o= =F- _ 0 o Z z NE CORNER c OF LOT 13 - 1 J x i PARALLEL WITH THE _ �T NORTH LINE OF LOT 13 \ �, z 1 970.3. x 1 . . go.. N5/ N88°25'23"W 368.40 \� �\ LANDSCAPINGoN0D10 �0 0 1 00 00 \I - cP -� i N �. r.� ---- 973.8 979.1 984.8 IS - C rn � N FND IPI 2 �. FES �- 8 9 9) 98p 982. 9 x x 991.6 f �� 0,00) orn �_ 25x 18 f \ fi / \ / 982' 98 .7x 31:3 01 ,4i 994.3 x 9 3,6 o xy m . . 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 (� 96 .2 1--- 982 4 x 8s x°� �. x SlL T F N 3 z OC _ 6)�� '�✓ rese ease �eseJ`�ese- i-gg3^/- 5. g 9 ° x 9 3x 993.6 992.9x i �� Z -�. p / x /983.3 x' 990.3 91.7 i9_9 2.65. 4.8 4.� -- 9y°6 Yom\9Qjpo .rn HIGHWAY EASEMENT PER Z o rn. I 9 8 994.8 '� 6 -1 S G Jx 978.E O q.2 n z x �9 99 5 9 \ p <rno g6 / �N 9P STAE g A0 CO 992 Ox 9gg/ x 94.1 oa 9 - 1� �� - -_---- - DOC- OSO UOTILITY EASEMENT n x 972.8 ^ 89.9 991.8 x 994.6 \ x 993.7 92 9 6 > / R� WALL hT o, x 986.3 SUM 9950 .A1 .� $ 990 �x PER DOC. NO. 1030940 N P 9 9' I 970.1 I r / x 982.3 x ®�� g6� cD �� �. Z I / h 0� 9 986.4 ® GFE= x x 994. 0 O _..-32. ' x 976.4 g� �� \986.2 x 995.3 994.911 o�� 0.. . . Ct 6�p o ' I x 979 0 1 / 986/)x 986.4 EXISTING 5 � 993.9 A992.� N $` , 40- 0� x �73.s f s�° p / s8s.8., HOUSE o 4�995.,0994.7 9� ? 11 % N NE COR E . co o / ,��9 x 1 88/ �` e`n e a w � x 994.8 \92, \ 990.8 x O .. �jc I I SOI�TH LINE k / rn F °© rn 1 �$ o 0O..--i--OF,-LOT .1.3. �p - O I x 976.5 OF LOT 13 g w � ° 995.3x 994.7 982 $rn \ d'9 . X o... . 9 00 rn 970.2- } - -t- --1- I _1 �n �6.6 x 986.8 Q .3 S ` 1 \\ 00 -� c� 995.2 994.8 x9 cw$ `o �9 X..Q. . . rn rn I x 79.8 986. x 994.0 2. / OHO 1 D Q: �� � / x1973.8 I 6 O WOE= �, \ g ii r'�iA� 00.HN .. �H 96 (60 I x 982.8 _ 9�6 86.7 987.1 - O o,� L x 994.6 \ 99 9p �o 00 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 ,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 .. N I I * 974.0 x 980 I/\ x 982.4 ` ���oa rn ° 9�5c3D`�IVEWPAY, ®�., 994;9 9 993.1 ��� Q. ` ' 0 94.8 t1 �9 IN -x 971. / x 971 .2 9 .7 x 6. x 00 99" 99}.8 71 1 \rn� ^' N 1 �9 6 .3 x 971.1 �- e- e- �- 98 986.6 a, 8' 994.9 T�, O 2� 990 5 9 5 Z r - -lase- 989.5 rn ��, 99' O - .32 329 I '' '�-'�8s°�58: C E 994 4 �' A�,� x 'o �e-�esa �a ase 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 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 FIND IPI . x 8 x� 987.5 0.6 ? 993.4x �A x 994.2 99 9 992. c' z n n `A � 94.4 SILT FE CE X42 6 gx 992.1 � �� o= 1 979.9 986.6 °j�� 0 0�� E. OF �ORNER 9� (^ X / 334.19 992.9 983 f y a - 990.. vl D.� .. o J / o n 8 �� FND IP RLS 41226 I m Q= 970.2x �• X � / c 990.2 `�j ...... N88 25 20 W 369.89 I— PARALLEL WITH THE -7�•1 __-- f "1 N NORTH LINE OF LOT 13 _- 1P I . 1 1< J\ SW CORNER LOT 10 �- 84.00- j SOUTH LINE OF LOT v Aval RD.-_ 4)\ NOR_ Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) EXISTING HOUSE of rn 1055 NORTH ARM DRIVE I � o rl 1 DECK �' r rn I 1 I n 1 n \ I � I � J 30 15 0 15 30 60 % 1111111 111111111111111111 11111111111 SCALE IN FEET DESCRIPTION OF PROPERTY SURVEYED (per Certificate of Title, Certificate Number: 1458280) That part of Lots 12 and 13, "Linden Beach", described as follows: Beginning at a point on the Easterly line of Lot 13, distant 48.38 feet Southerly from the Northeasterly corner of said Lot, measured along said Easterly line; thence 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 the Northeast corner of Lot 12; thence West parallel with the North line of Lot 13 to a point of intersection with the extension of a straight line drawn from a point in the South line of Lot 10 said Addition, distant 84 feet East along said 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 Southwest corner thereof; thence Northwesterly along aforesaid described line 100 feet more or less to a point on a line drawn parallel with the North line of Lot 13 from the point of beginning; thence East on aforesaid parallel line to the point of beginning. STANDARD NOTES 1) Site Address: 1045 North Arm Drive, Orono 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: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO284F, effective date of 11/04/2016. 4) Parcel Area Information: Gross Area: 36111.08 s.f. - 0.83 acres R/W Area: 3962.57 s.f. - 0.09 acres Net Area:[] 32,148.51 s.f. - 0.74 acres. 5) Benchmark: Elevations are based on Hennepin County control Name: SAMS which has an elevation of 941.25 feet (NAVD88). 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 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(Front): 35 feet (North Arm Drive) Side: 10 feet Rear: 30 feet Height: 30 feet Hardcover: 30 percent of lot area 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) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. Proposed Elevations - WO (9' Basement Proposed Garage Floor Elevation = 995.4 Proposed Top of Foundation Elevation = 995.7 Proposed Basement Floor Elevation = 987.0 Foundation Asbuilt Elevations Asbuilt Garage Floor Elevation (GFD) = 995.1 + 0.33 = 995.4 (Not Poured) Asbuilt Top of Foundation Elevation (TOF) = 995.8 Asbuilt Basement Floor Elevation (BFD) = 986.8 + 0.33 = 987.1 (Not Poured) Grading Asbuilt Elevations RS �E \� _ Asbuilt Garage Floor Elevation (GFD) = 995.3 Asbuilt First Floor Elevation = 997.6 Asbuilt Basement Floor Elevation (BFD) = 987.1 FIELD CREW NO. BY SURVEY L E G E N D REVISION X972.5 FOUNDATION ASBUILT ELEVATION RS �E \� _ SU RL SAT H R E- E E RG Q U I ST, INC. TWP:116-RGE.24-SEC.22 CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR: CURTIS JASPER CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET cD-) POWER POLE FFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET ILsI LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND Q SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT ".......:::::::>s:i BITUMINOUS PK NAIL MONUMENT SET ST STORM MANHOLE BUILDING SETBACK LINE AL PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV ® PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB D SURVEY CONTROL POINT Q FLARED END SECTION -960 _ . CONTOUR EXISTING 0 A/C UNIT TREE CONIFEROUS aso CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL p ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER QT TELEPHONE MANHOLE -X-X- FENCE m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL FO FIBER OPTIC UNDERGROUND U YARD LIGHT O UTILITY MANHOLE GAS- GAS UNDERGROUND LIGHT POLE p UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE pv UTILITY VAULT TREE LINE FIRE DEPT. HOOK UP WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE 8 WATER METER » STORM SEWER FP FUEL PUMP -0- WATER SPIGOT TEL TELEPHONE UNDERGROUND ❑D FUEL TANK ® WELL RETAINING WALL Pr PROPANE TANK rnw MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP I WATERMAIN GAS VALVE D4 GATE VALVE cr_- TRAFFIC SIGNAL © GAS MANHOLE HYDRANT ' ' ' ' ' ' ' ' ' RAILROAD TRACKS ce GENERATOR FIRY1 IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Piv POST INDICATOR VALVE O- RAILROAD SWITCH D HAND HOLE SIGN SATELLITE DISH 0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT 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 LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES 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 12th day of July, 2021. Daniel L. Schmidt, PLS Minnesota License No. 26147 Schmidt@sathre.com RS �E \� _ SU RL SAT H R E- E E RG Q U I ST, INC. TWP:116-RGE.24-SEC.22 CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR: CURTIS JASPER FILE NO. 19295-019 XXX 3 JRS 1/11/2021 REVISED DRIVEWAY Hennepin County DRAWN 4 JRS 1/21/2021 MAIN LEVEL HOUSE FOOTPRINT USED O RO N O, MINNESOTA SDR 5 JRS 1/25/2021 REVISED HOUSE, DRIVEWAY & HARDCOVER CALC. CHECKED 6 JRS 4/19/2021 HOUSE STAKED IN FIELD (AT) cmc Jw 14000 25TH AVENUE NORTH, SUITE 120 N P PLYMOUTH MN 55447 (952) 476-6000 011 �� WWW.SATHRE.COM �R3 P �P JJA 7 JPR 5/5/2021 MOVED HOUSE4i DATE 8 JRS 7/12/2021 FOUNDATION ASBUILT (AT) 06/17/2020 9 JPM 8/10/2022 GRADING ASBUILT