Loading...
HomeMy WebLinkAbout08-26-22 As-BuiltFINAL AS -BUILT SURVEY FOR: ERIK SWENSON 944 X943.7 x� 942.0 ,S) TOP SANM.H.=943.65 INV. =930.4 Q 943.3 28"+ IDX 4 9vy 944.7 / x ® ov 1.11 � s4z5 X® - O x® \ \ / \ X 943.4 x 47 12"M LE / 12"MAPLE \ X 948,Y / \ X I \ ,T 24"MAPCF� 8 11 MAPLE x 94 .2 X 8.3 4 + I I X _ I `� ® / \ / c ,�" \ x94 � \ y / / X®e \x94. XX®7 Xx � 46.4 ig2 946.1 / �\ 46.0 5/ X x\ ' N \ v 945. Xg®®� / / `\ =o_ \\ 16"MAPLE �� x 944.4X !'Vv X 4 x® V \ / T ` + X9479 X ® s / X® �/ \\ x948.0 I 9 \ �9 s� cPO X X 4 DTf.fl POOL EQUIPMENTiS���� \�� �9� 24"OAK 5 x® \®c9 O� \ ` x \ N S` x94\; X941,0 0" IP NE42.Q 01 " L_Cb® \ 12"MAP�LF� Az / X 4. O 'P\\ X 6 5 \ 4 41.6 5 \ GARAGE FLOOR=(948.00) 4 N\ 940 7 + ' X94. x \� x� 5 hti N \ `\` \R\JwlPy . \\ x v I \ CENTERLINE OF TRAVEL e'er x 45. Q \ x 4 o J PSTN \� x 93 2 �P� © \01 �o Y (X® \\ x Pig G ` \ X® `\ X94 . \ c� \ 9 7 6 4 9 < O �r> O x \ ` a �� _ _ X9 \ n \929.2 9 .0 X® X 4 X® ® ®\ X ® `� yl 4Y5.51 4"MAPLE \ \1 931.7 STONE PAVERS `` \ 12"MA Jo S�$WOOD �Q x 0 6 WNOw N \ 20"OAK + 9 0.X F9 4T_11 x7 EDGE OF W4 Vf \ \ /SIC E 0 PORC 1 -X- x !� \ + 9 3.5` a 8"MA E \ \ - \ 946.9 10"ASH 32"0 X� 94 .7 W 11105 TONKAWA RD. x + \ Q \ ® BENCHMARK: \ \ TOP SAN M.H.=939.39 PROPERTY DESCRIPTION: x 947 X® 942 940 9 FIRST FLOOR=(949.0) A g . \ � 75 � � INV. NW'LY=929.60 l 9 2 gq2 TOP OF FND.=(948.56) f x® 9 X945.7 \ INV. SE'LY=925.65 The Northwesterly 200 feet of Lot, Auditor's Subdivision Number 217, \� \ \ 931.3 \ ASEMENT FLOOR=(938.5) X948 1� Q Hennepin County, Minnesota, except that part lying Southeasterly of �j \ ` `i \ + x® I ®x x164711 a line drawn parallel to and 160 feet Southeasterly, measured at r �i AK \® x® X® o X X� �P GUY WIRE right angles, from the Northwesterly line of said Lot 7. \�� \ \ \ \� \ ` x® a �� x947.2 \ ` ` x® y \ - 12" x 940 PL \ 941.OTW g, x®�F X 4 X4 .8 X9 2 \ ® �ID \ p x 948.5 N AREA CALCULATION: �\\ X9® vLo g• PROPOSED LOT \ 929.2 SHED � 931 .0 \ X �� � 8"MAPLE 1 / \`� � X 1 a ® � �X948� �J \ 0 X Lot Area to OHW = 42,122 SF or 0.97 Acres Z \ '3�2 I \ X F97871 939.1X � 9� J i x IMPERVIOUS SURFACE: �Q \l ' 93 .2T x 936.6 x® y O \ i „0 K House and Garage = 4,376 SF i� 94 2TW 939.0 94 .9 X947.7TW Z/ �\ X 48. ^1 Screen Porch = 269 SF O \ \ V/ X949.3 �\ Front Porch = 174 SF / ` _ 24 s = 251 SF Walks and Ste Z Z 4 x s` X x \ 6 xg Steps O \ `9� x ® i s4a.o Pool Patio = 802 SF n \\ \ s ao oy\ \� . Pool = 648 SF ` �y \ \ 931 .0 933 8TW\ 940.E ®X 41 od/ \r' 9 Z 39 OTW 28"OAK i Jg 7 9 Driveway = 3,298 SF W �z y ` w N \ 946.2 GJ Existing Shed = 83 SF ��� `\\� q N 932.a X 9• + x �\ ��° � \ ( J Existing Deck at Lake = 208 SF � - �32.2X x9 5.4 X 4 x x93618 x X 4\ I Excluding 100 SF of Deck at Lake = -100 SF U' 931.9x \ X9 0 x® \ \ x� Total = 10,009 SF Npy� 1 \ �o35.9Tw J24"oAK x® \ / < = 23.8% do ` / + 'NpO I X9444 \�� \� � 929.2 � X LO 32",pAK x 8 7 X PS AS -BUILT LOT AREA CALCULATION: O7 ` \ 931.6 I x1"D 60 2 LO Q O \` - 931.7 4 AK x j \ Lot Area to OHW 42,122 SF or 0.97 Acres N �` \ \` I y/ / / X9N47.2 0 IMPERVIOUS SURFACE. !/ `\ 5.6TW 938. / v N A Housxe and Garage = 4,402 SF `` �� 35.9 B Screen Porch = 269 SF \ \ C Fro oront Por g39 ch = 174 SF \ - x945.2 D Fnt lk, Pavers, Southwest Patio = 272 SF `\ 39 / j \ Pool Pati93z4Tw o and Walk = 1,387 SF �� \ / Pool = 648 SF `'� /X944.4 G Driveway = 3,275 SF ` y 93 .4 h 66 Existing Shed = 83 SF �� 931 Existing Deck at Lake = 114 SF \ X94 .0944.o Excluding 100 SF of Deck at Lake = -100 SF \ I 929.2 / Total = 10,524 SF = 25.0% 25% or 10,530 SF Maximum Allowable Impervious Surface / 1145 FRONT ENTRY 955.5 GARAGE FLOOR=953.1 / NOTES: � �` -All existing building dimensions are measured to the finished / l� siding and not the building foundation. / / -No search was made for any easements. 20 0 20 40 -The location of all utilities shown are from either observed evidence in the field and/or from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. SCALE IN FEET JOB NO. SCALE REVISIONS I hereby certify that this survey, plan, or report was prepared by 1" = 20' SITE ADDRESS DATE REMARKS me or under my direct supervision and that I am a duly registered W. BROWN LAND SURVEYING, INC. 605-21 1105 Tankowa Rd. art. DRAWN Land Surveyor under the laws of the State of Minnesota Orono, MN 55356 08-26-2022 Update Final As -Built Surveyfor new swale alongnortherlyroe line. . 8030 CEDAR AVENUE SO., SUITE 228. BOOK/PAGE CME W. BROWN LAND SURVEYING, INC. BLOOMINGTON, MN 55425 REFERENCE Bus: (952) 854.4055 SHEET 268-20 BENCHMARK FAX: (952) 854.4268 Southeasterly invert of sanitary manhole 33' southeasterly of DATED: 08-02-2022 EMAIL: INFOOWBROWNLANDSURVEYING.COM 1 of 1 the southeast corner of 1105 Tonkawa Rd. Elevation = 925.65. WOODROW A. BROWN, R.L.S. MN REG 15230 LEGEND Fence ® Post w/ Electric OS Sanitary Manhole ® Well 0 Power Pole 0 Concrete Paver Boulder Retaining Wall X900.0 Existing Elevation x900.OTC Top of Curb Elevation x900.OTW Top of Wall Elevation 900-- Existing Contour Found Judicial Land Monument • Found Iron Monument O Set Iron Monument Inscribed R.L.S 15230 X900- Proposed Contour X(900.0) Proposed Elevation X 900.0 As -Built Elevation As -Built Retaining Wall 944 X943.7 x� 942.0 ,S) TOP SANM.H.=943.65 INV. =930.4 Q 943.3 28"+ IDX 4 9vy 944.7 / x ® ov 1.11 � s4z5 X® - O x® \ \ / \ X 943.4 x 47 12"M LE / 12"MAPLE \ X 948,Y / \ X I \ ,T 24"MAPCF� 8 11 MAPLE x 94 .2 X 8.3 4 + I I X _ I `� ® / \ / c ,�" \ x94 � \ y / / X®e \x94. XX®7 Xx � 46.4 ig2 946.1 / �\ 46.0 5/ X x\ ' N \ v 945. Xg®®� / / `\ =o_ \\ 16"MAPLE �� x 944.4X !'Vv X 4 x® V \ / T ` + X9479 X ® s / X® �/ \\ x948.0 I 9 \ �9 s� cPO X X 4 DTf.fl POOL EQUIPMENTiS���� \�� �9� 24"OAK 5 x® \®c9 O� \ ` x \ N S` x94\; X941,0 0" IP NE42.Q 01 " L_Cb® \ 12"MAP�LF� Az / X 4. O 'P\\ X 6 5 \ 4 41.6 5 \ GARAGE FLOOR=(948.00) 4 N\ 940 7 + ' X94. x \� x� 5 hti N \ `\` \R\JwlPy . \\ x v I \ CENTERLINE OF TRAVEL e'er x 45. Q \ x 4 o J PSTN \� x 93 2 �P� © \01 �o Y (X® \\ x Pig G ` \ X® `\ X94 . \ c� \ 9 7 6 4 9 < O �r> O x \ ` a �� _ _ X9 \ n \929.2 9 .0 X® X 4 X® ® ®\ X ® `� yl 4Y5.51 4"MAPLE \ \1 931.7 STONE PAVERS `` \ 12"MA Jo S�$WOOD �Q x 0 6 WNOw N \ 20"OAK + 9 0.X F9 4T_11 x7 EDGE OF W4 Vf \ \ /SIC E 0 PORC 1 -X- x !� \ + 9 3.5` a 8"MA E \ \ - \ 946.9 10"ASH 32"0 X� 94 .7 W 11105 TONKAWA RD. x + \ Q \ ® BENCHMARK: \ \ TOP SAN M.H.=939.39 PROPERTY DESCRIPTION: x 947 X® 942 940 9 FIRST FLOOR=(949.0) A g . \ � 75 � � INV. NW'LY=929.60 l 9 2 gq2 TOP OF FND.=(948.56) f x® 9 X945.7 \ INV. SE'LY=925.65 The Northwesterly 200 feet of Lot, Auditor's Subdivision Number 217, \� \ \ 931.3 \ ASEMENT FLOOR=(938.5) X948 1� Q Hennepin County, Minnesota, except that part lying Southeasterly of �j \ ` `i \ + x® I ®x x164711 a line drawn parallel to and 160 feet Southeasterly, measured at r �i AK \® x® X® o X X� �P GUY WIRE right angles, from the Northwesterly line of said Lot 7. \�� \ \ \ \� \ ` x® a �� x947.2 \ ` ` x® y \ - 12" x 940 PL \ 941.OTW g, x®�F X 4 X4 .8 X9 2 \ ® �ID \ p x 948.5 N AREA CALCULATION: �\\ X9® vLo g• PROPOSED LOT \ 929.2 SHED � 931 .0 \ X �� � 8"MAPLE 1 / \`� � X 1 a ® � �X948� �J \ 0 X Lot Area to OHW = 42,122 SF or 0.97 Acres Z \ '3�2 I \ X F97871 939.1X � 9� J i x IMPERVIOUS SURFACE: �Q \l ' 93 .2T x 936.6 x® y O \ i „0 K House and Garage = 4,376 SF i� 94 2TW 939.0 94 .9 X947.7TW Z/ �\ X 48. ^1 Screen Porch = 269 SF O \ \ V/ X949.3 �\ Front Porch = 174 SF / ` _ 24 s = 251 SF Walks and Ste Z Z 4 x s` X x \ 6 xg Steps O \ `9� x ® i s4a.o Pool Patio = 802 SF n \\ \ s ao oy\ \� . Pool = 648 SF ` �y \ \ 931 .0 933 8TW\ 940.E ®X 41 od/ \r' 9 Z 39 OTW 28"OAK i Jg 7 9 Driveway = 3,298 SF W �z y ` w N \ 946.2 GJ Existing Shed = 83 SF ��� `\\� q N 932.a X 9• + x �\ ��° � \ ( J Existing Deck at Lake = 208 SF � - �32.2X x9 5.4 X 4 x x93618 x X 4\ I Excluding 100 SF of Deck at Lake = -100 SF U' 931.9x \ X9 0 x® \ \ x� Total = 10,009 SF Npy� 1 \ �o35.9Tw J24"oAK x® \ / < = 23.8% do ` / + 'NpO I X9444 \�� \� � 929.2 � X LO 32",pAK x 8 7 X PS AS -BUILT LOT AREA CALCULATION: O7 ` \ 931.6 I x1"D 60 2 LO Q O \` - 931.7 4 AK x j \ Lot Area to OHW 42,122 SF or 0.97 Acres N �` \ \` I y/ / / X9N47.2 0 IMPERVIOUS SURFACE. !/ `\ 5.6TW 938. / v N A Housxe and Garage = 4,402 SF `` �� 35.9 B Screen Porch = 269 SF \ \ C Fro oront Por g39 ch = 174 SF \ - x945.2 D Fnt lk, Pavers, Southwest Patio = 272 SF `\ 39 / j \ Pool Pati93z4Tw o and Walk = 1,387 SF �� \ / Pool = 648 SF `'� /X944.4 G Driveway = 3,275 SF ` y 93 .4 h 66 Existing Shed = 83 SF �� 931 Existing Deck at Lake = 114 SF \ X94 .0944.o Excluding 100 SF of Deck at Lake = -100 SF \ I 929.2 / Total = 10,524 SF = 25.0% 25% or 10,530 SF Maximum Allowable Impervious Surface / 1145 FRONT ENTRY 955.5 GARAGE FLOOR=953.1 / NOTES: � �` -All existing building dimensions are measured to the finished / l� siding and not the building foundation. / / -No search was made for any easements. 20 0 20 40 -The location of all utilities shown are from either observed evidence in the field and/or from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. SCALE IN FEET JOB NO. SCALE REVISIONS I hereby certify that this survey, plan, or report was prepared by 1" = 20' SITE ADDRESS DATE REMARKS me or under my direct supervision and that I am a duly registered W. BROWN LAND SURVEYING, INC. 605-21 1105 Tankowa Rd. art. DRAWN Land Surveyor under the laws of the State of Minnesota Orono, MN 55356 08-26-2022 Update Final As -Built Surveyfor new swale alongnortherlyroe line. . 8030 CEDAR AVENUE SO., SUITE 228. BOOK/PAGE CME W. BROWN LAND SURVEYING, INC. BLOOMINGTON, MN 55425 REFERENCE Bus: (952) 854.4055 SHEET 268-20 BENCHMARK FAX: (952) 854.4268 Southeasterly invert of sanitary manhole 33' southeasterly of DATED: 08-02-2022 EMAIL: INFOOWBROWNLANDSURVEYING.COM 1 of 1 the southeast corner of 1105 Tonkawa Rd. Elevation = 925.65. WOODROW A. BROWN, R.L.S. MN REG 15230