|
FINAL AS -BUILT SURVEY FOR:
<br />ERIK SWENSON
<br />944
<br />X943.7
<br />x�
<br />942.0
<br />,S) TOP SANM.H.=943.65
<br />INV. =930.4
<br />Q
<br />943.3
<br />28"+ IDX 4 9vy
<br />944.7
<br />/ x ® ov
<br />1.11
<br />� s4z5
<br />X® -
<br />O
<br />x® \ \
<br />/ \ X 943.4
<br />x 47 12"M LE
<br />/ 12"MAPLE \
<br />X 948,Y / \
<br />X I \
<br />,T 24"MAPCF�
<br />8 11 MAPLE x
<br />94 .2 X 8.3 4 +
<br />I I X _ I `�
<br />® / \ /
<br />c
<br />,�" \
<br />x94 � \ y / / X®e \x94.
<br />XX®7 Xx
<br />� 46.4
<br />ig2
<br />946.1 / �\
<br />46.0 5/ X x\ ' N
<br />\ v 945. Xg®®� / / `\ =o_ \\ 16"MAPLE �� x
<br />944.4X !'Vv X 4 x® V \ / T ` +
<br />X9479
<br />X
<br />® s / X®
<br />�/ \\ x948.0 I 9 \ �9 s� cPO X
<br />X 4 DTf.fl
<br />POOL EQUIPMENTiS���� \�� �9� 24"OAK
<br />5 x® \®c9 O� \ ` x
<br />\ N S` x94\;
<br />X941,0 0" IP NE42.Q 01
<br />" L_Cb® \ 12"MAP�LF�
<br />Az
<br />/ X 4. O 'P\\ X 6 5 \ 4 41.6
<br />5 \
<br />GARAGE FLOOR=(948.00) 4 N\ 940 7
<br />+ '
<br />X94. x \� x� 5 hti N \ `\` \R\JwlPy . \\ x v I \ CENTERLINE OF TRAVEL
<br />e'er x 45. Q \ x 4
<br />o J PSTN
<br />\� x 93 2 �P� © \01
<br />�o Y (X® \\ x Pig G ` \ X® `\ X94 .
<br />\ c� \ 9 7 6 4 9 < O �r> O x
<br />\ ` a �� _ _ X9 \ n
<br />\929.2 9 .0 X® X 4 X® ® ®\ X ® `�
<br />yl 4Y5.51 4"MAPLE
<br />\ \1 931.7 STONE PAVERS `` \ 12"MA Jo
<br />S�$WOOD �Q x 0 6 WNOw N \ 20"OAK + 9 0.X F9 4T_11 x7
<br />EDGE OF W4 Vf \ \ /SIC E
<br />0 PORC
<br />1
<br />-X-
<br />x !� \ + 9 3.5` a
<br />8"MA E \
<br />\ - \ 946.9 10"ASH 32"0
<br />X� 94 .7 W 11105 TONKAWA RD. x + \ Q \ ® BENCHMARK:
<br />\ \ TOP SAN M.H.=939.39
<br />PROPERTY DESCRIPTION: x 947 X® 942 940 9 FIRST FLOOR=(949.0) A g .
<br />\ � 75 � � INV. NW'LY=929.60
<br />l 9 2 gq2 TOP OF FND.=(948.56) f x® 9 X945.7 \ INV. SE'LY=925.65
<br />The Northwesterly 200 feet of Lot, Auditor's Subdivision Number 217, \� \ \ 931.3 \ ASEMENT FLOOR=(938.5) X948 1� Q
<br />Hennepin County, Minnesota, except that part lying Southeasterly of �j \ ` `i \ + x® I ®x x164711
<br />a line drawn parallel to and 160 feet Southeasterly, measured at r �i AK \® x® X® o X X� �P GUY WIRE
<br />right angles, from the Northwesterly line of said Lot 7. \�� \ \ \ \� \ ` x® a �� x947.2
<br />\ ` ` x® y
<br />\ -
<br />12" x 940
<br />PL \ 941.OTW g, x®�F X 4 X4 .8
<br />X9 2 \ ® �ID
<br />\ p x 948.5 N
<br />AREA CALCULATION: �\\ X9® vLo g•
<br />PROPOSED LOT \ 929.2 SHED
<br />� 931 .0 \ X �� � 8"MAPLE 1 /
<br />\`� � X 1 a ® � �X948� �J
<br />\ 0 X
<br />Lot Area to OHW = 42,122 SF or 0.97 Acres Z \ '3�2 I \ X F97871 939.1X � 9� J
<br />i
<br />x
<br />IMPERVIOUS SURFACE: �Q \l ' 93 .2T x 936.6 x®
<br />y O \ i „0 K
<br />House and Garage = 4,376 SF i� 94 2TW 939.0 94 .9 X947.7TW Z/ �\ X 48. ^1
<br />Screen Porch = 269 SF
<br />O \ \ V/ X949.3 �\
<br />Front Porch = 174 SF / ` _ 24
<br />s = 251 SF
<br />Walks and Ste Z Z 4 x s` X x \ 6 xg
<br />Steps O \ `9� x ® i s4a.o
<br />Pool Patio = 802 SF n \\ \ s ao oy\ \� .
<br />Pool = 648 SF `
<br />�y \ \ 931 .0 933 8TW\ 940.E ®X 41 od/ \r' 9
<br />Z 39 OTW 28"OAK i Jg 7 9
<br />Driveway = 3,298 SF W �z y ` w N \ 946.2 GJ
<br />Existing Shed = 83 SF ��� `\\� q N 932.a X 9• + x �\ ��° � \ ( J
<br />Existing Deck at Lake = 208 SF � - �32.2X x9 5.4 X 4 x
<br />x93618 x X 4\ I
<br />Excluding 100 SF of Deck at Lake = -100 SF U' 931.9x \ X9 0 x®
<br />\ \ x�
<br />Total = 10,009 SF Npy� 1 \ �o35.9Tw J24"oAK x® \ / <
<br />= 23.8% do ` / + 'NpO I X9444
<br />\��
<br />\� � 929.2 � X
<br />LO 32",pAK x 8 7 X PS
<br />AS -BUILT LOT AREA CALCULATION: O7 ` \ 931.6 I x1"D 60
<br />2
<br />LO Q O \` - 931.7 4 AK x j \
<br />Lot Area to OHW 42,122 SF or 0.97 Acres N �` \ \` I y/ / / X9N47.2
<br />0
<br />IMPERVIOUS SURFACE. !/ `\ 5.6TW 938. / v
<br />N
<br />A Housxe and Garage = 4,402 SF `` �� 35.9
<br />B Screen Porch = 269 SF \ \
<br />C
<br />Fro
<br />oront Por
<br />g39
<br />ch = 174 SF \ - x945.2
<br />D Fnt lk, Pavers, Southwest Patio = 272 SF `\ 39 / j \
<br />Pool Pati93z4Tw o and Walk = 1,387 SF �� \ /
<br />Pool = 648 SF `'� /X944.4
<br />G Driveway = 3,275 SF ` y 93 .4 h 66
<br />Existing Shed = 83 SF
<br />�� 931
<br />Existing Deck at Lake = 114 SF \
<br />X94 .0944.o
<br />Excluding 100 SF of Deck at Lake = -100 SF \
<br />I 929.2
<br />/
<br />Total = 10,524 SF
<br />= 25.0%
<br />25% or 10,530 SF Maximum Allowable Impervious Surface
<br />/
<br />1145
<br />FRONT ENTRY 955.5
<br />GARAGE FLOOR=953.1 /
<br />NOTES: � �`
<br />-All existing building dimensions are measured to the finished / l�
<br />siding and not the building foundation.
<br />/
<br />/
<br />-No search was made for any easements.
<br />20 0 20 40
<br />-The location of all utilities shown are from either observed
<br />evidence in the field and/or from plans furnished by the utility
<br />companies and are approximate. Utility companies should be
<br />notified for exact location before doing any excavation. SCALE IN FEET
<br />JOB NO. SCALE REVISIONS I hereby certify that this survey, plan, or report was prepared by
<br />1" = 20' SITE ADDRESS DATE REMARKS me or under my direct supervision and that I am a duly registered W. BROWN LAND SURVEYING, INC.
<br />605-21 1105 Tankowa Rd. art.
<br />DRAWN Land Surveyor under the laws of the State of Minnesota
<br />Orono, MN 55356 08-26-2022 Update Final As -Built Surveyfor new swale alongnortherlyroe line. . 8030 CEDAR AVENUE SO., SUITE 228.
<br />BOOK/PAGE CME
<br />W. BROWN LAND SURVEYING, INC. BLOOMINGTON, MN 55425
<br />REFERENCE Bus: (952) 854.4055
<br />SHEET 268-20 BENCHMARK FAX: (952) 854.4268
<br />Southeasterly invert of sanitary manhole 33' southeasterly of DATED: 08-02-2022 EMAIL: INFOOWBROWNLANDSURVEYING.COM
<br />1 of 1 the southeast corner of 1105 Tonkawa Rd. Elevation = 925.65. WOODROW A. BROWN, R.L.S. MN REG 15230
<br />LEGEND
<br />Fence
<br />®
<br />Post w/ Electric
<br />OS
<br />Sanitary Manhole
<br />®
<br />Well
<br />0
<br />Power Pole
<br />0
<br />Concrete Paver
<br />Boulder Retaining Wall
<br />X900.0
<br />Existing Elevation
<br />x900.OTC
<br />Top of Curb Elevation
<br />x900.OTW
<br />Top of Wall Elevation
<br />900--
<br />Existing Contour
<br />Found Judicial Land Monument
<br />•
<br />Found Iron Monument
<br />O
<br />Set Iron Monument
<br />Inscribed R.L.S 15230
<br />X900-
<br />Proposed Contour
<br />X(900.0)
<br />Proposed Elevation
<br />X 900.0
<br />As -Built Elevation
<br />As -Built Retaining Wall
<br />944
<br />X943.7
<br />x�
<br />942.0
<br />,S) TOP SANM.H.=943.65
<br />INV. =930.4
<br />Q
<br />943.3
<br />28"+ IDX 4 9vy
<br />944.7
<br />/ x ® ov
<br />1.11
<br />� s4z5
<br />X® -
<br />O
<br />x® \ \
<br />/ \ X 943.4
<br />x 47 12"M LE
<br />/ 12"MAPLE \
<br />X 948,Y / \
<br />X I \
<br />,T 24"MAPCF�
<br />8 11 MAPLE x
<br />94 .2 X 8.3 4 +
<br />I I X _ I `�
<br />® / \ /
<br />c
<br />,�" \
<br />x94 � \ y / / X®e \x94.
<br />XX®7 Xx
<br />� 46.4
<br />ig2
<br />946.1 / �\
<br />46.0 5/ X x\ ' N
<br />\ v 945. Xg®®� / / `\ =o_ \\ 16"MAPLE �� x
<br />944.4X !'Vv X 4 x® V \ / T ` +
<br />X9479
<br />X
<br />® s / X®
<br />�/ \\ x948.0 I 9 \ �9 s� cPO X
<br />X 4 DTf.fl
<br />POOL EQUIPMENTiS���� \�� �9� 24"OAK
<br />5 x® \®c9 O� \ ` x
<br />\ N S` x94\;
<br />X941,0 0" IP NE42.Q 01
<br />" L_Cb® \ 12"MAP�LF�
<br />Az
<br />/ X 4. O 'P\\ X 6 5 \ 4 41.6
<br />5 \
<br />GARAGE FLOOR=(948.00) 4 N\ 940 7
<br />+ '
<br />X94. x \� x� 5 hti N \ `\` \R\JwlPy . \\ x v I \ CENTERLINE OF TRAVEL
<br />e'er x 45. Q \ x 4
<br />o J PSTN
<br />\� x 93 2 �P� © \01
<br />�o Y (X® \\ x Pig G ` \ X® `\ X94 .
<br />\ c� \ 9 7 6 4 9 < O �r> O x
<br />\ ` a �� _ _ X9 \ n
<br />\929.2 9 .0 X® X 4 X® ® ®\ X ® `�
<br />yl 4Y5.51 4"MAPLE
<br />\ \1 931.7 STONE PAVERS `` \ 12"MA Jo
<br />S�$WOOD �Q x 0 6 WNOw N \ 20"OAK + 9 0.X F9 4T_11 x7
<br />EDGE OF W4 Vf \ \ /SIC E
<br />0 PORC
<br />1
<br />-X-
<br />x !� \ + 9 3.5` a
<br />8"MA E \
<br />\ - \ 946.9 10"ASH 32"0
<br />X� 94 .7 W 11105 TONKAWA RD. x + \ Q \ ® BENCHMARK:
<br />\ \ TOP SAN M.H.=939.39
<br />PROPERTY DESCRIPTION: x 947 X® 942 940 9 FIRST FLOOR=(949.0) A g .
<br />\ � 75 � � INV. NW'LY=929.60
<br />l 9 2 gq2 TOP OF FND.=(948.56) f x® 9 X945.7 \ INV. SE'LY=925.65
<br />The Northwesterly 200 feet of Lot, Auditor's Subdivision Number 217, \� \ \ 931.3 \ ASEMENT FLOOR=(938.5) X948 1� Q
<br />Hennepin County, Minnesota, except that part lying Southeasterly of �j \ ` `i \ + x® I ®x x164711
<br />a line drawn parallel to and 160 feet Southeasterly, measured at r �i AK \® x® X® o X X� �P GUY WIRE
<br />right angles, from the Northwesterly line of said Lot 7. \�� \ \ \ \� \ ` x® a �� x947.2
<br />\ ` ` x® y
<br />\ -
<br />12" x 940
<br />PL \ 941.OTW g, x®�F X 4 X4 .8
<br />X9 2 \ ® �ID
<br />\ p x 948.5 N
<br />AREA CALCULATION: �\\ X9® vLo g•
<br />PROPOSED LOT \ 929.2 SHED
<br />� 931 .0 \ X �� � 8"MAPLE 1 /
<br />\`� � X 1 a ® � �X948� �J
<br />\ 0 X
<br />Lot Area to OHW = 42,122 SF or 0.97 Acres Z \ '3�2 I \ X F97871 939.1X � 9� J
<br />i
<br />x
<br />IMPERVIOUS SURFACE: �Q \l ' 93 .2T x 936.6 x®
<br />y O \ i „0 K
<br />House and Garage = 4,376 SF i� 94 2TW 939.0 94 .9 X947.7TW Z/ �\ X 48. ^1
<br />Screen Porch = 269 SF
<br />O \ \ V/ X949.3 �\
<br />Front Porch = 174 SF / ` _ 24
<br />s = 251 SF
<br />Walks and Ste Z Z 4 x s` X x \ 6 xg
<br />Steps O \ `9� x ® i s4a.o
<br />Pool Patio = 802 SF n \\ \ s ao oy\ \� .
<br />Pool = 648 SF `
<br />�y \ \ 931 .0 933 8TW\ 940.E ®X 41 od/ \r' 9
<br />Z 39 OTW 28"OAK i Jg 7 9
<br />Driveway = 3,298 SF W �z y ` w N \ 946.2 GJ
<br />Existing Shed = 83 SF ��� `\\� q N 932.a X 9• + x �\ ��° � \ ( J
<br />Existing Deck at Lake = 208 SF � - �32.2X x9 5.4 X 4 x
<br />x93618 x X 4\ I
<br />Excluding 100 SF of Deck at Lake = -100 SF U' 931.9x \ X9 0 x®
<br />\ \ x�
<br />Total = 10,009 SF Npy� 1 \ �o35.9Tw J24"oAK x® \ / <
<br />= 23.8% do ` / + 'NpO I X9444
<br />\��
<br />\� � 929.2 � X
<br />LO 32",pAK x 8 7 X PS
<br />AS -BUILT LOT AREA CALCULATION: O7 ` \ 931.6 I x1"D 60
<br />2
<br />LO Q O \` - 931.7 4 AK x j \
<br />Lot Area to OHW 42,122 SF or 0.97 Acres N �` \ \` I y/ / / X9N47.2
<br />0
<br />IMPERVIOUS SURFACE. !/ `\ 5.6TW 938. / v
<br />N
<br />A Housxe and Garage = 4,402 SF `` �� 35.9
<br />B Screen Porch = 269 SF \ \
<br />C
<br />Fro
<br />oront Por
<br />g39
<br />ch = 174 SF \ - x945.2
<br />D Fnt lk, Pavers, Southwest Patio = 272 SF `\ 39 / j \
<br />Pool Pati93z4Tw o and Walk = 1,387 SF �� \ /
<br />Pool = 648 SF `'� /X944.4
<br />G Driveway = 3,275 SF ` y 93 .4 h 66
<br />Existing Shed = 83 SF
<br />�� 931
<br />Existing Deck at Lake = 114 SF \
<br />X94 .0944.o
<br />Excluding 100 SF of Deck at Lake = -100 SF \
<br />I 929.2
<br />/
<br />Total = 10,524 SF
<br />= 25.0%
<br />25% or 10,530 SF Maximum Allowable Impervious Surface
<br />/
<br />1145
<br />FRONT ENTRY 955.5
<br />GARAGE FLOOR=953.1 /
<br />NOTES: � �`
<br />-All existing building dimensions are measured to the finished / l�
<br />siding and not the building foundation.
<br />/
<br />/
<br />-No search was made for any easements.
<br />20 0 20 40
<br />-The location of all utilities shown are from either observed
<br />evidence in the field and/or from plans furnished by the utility
<br />companies and are approximate. Utility companies should be
<br />notified for exact location before doing any excavation. SCALE IN FEET
<br />JOB NO. SCALE REVISIONS I hereby certify that this survey, plan, or report was prepared by
<br />1" = 20' SITE ADDRESS DATE REMARKS me or under my direct supervision and that I am a duly registered W. BROWN LAND SURVEYING, INC.
<br />605-21 1105 Tankowa Rd. art.
<br />DRAWN Land Surveyor under the laws of the State of Minnesota
<br />Orono, MN 55356 08-26-2022 Update Final As -Built Surveyfor new swale alongnortherlyroe line. . 8030 CEDAR AVENUE SO., SUITE 228.
<br />BOOK/PAGE CME
<br />W. BROWN LAND SURVEYING, INC. BLOOMINGTON, MN 55425
<br />REFERENCE Bus: (952) 854.4055
<br />SHEET 268-20 BENCHMARK FAX: (952) 854.4268
<br />Southeasterly invert of sanitary manhole 33' southeasterly of DATED: 08-02-2022 EMAIL: INFOOWBROWNLANDSURVEYING.COM
<br />1 of 1 the southeast corner of 1105 Tonkawa Rd. Elevation = 925.65. WOODROW A. BROWN, R.L.S. MN REG 15230
<br />
|