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2011 (2)
IMPERVIOUS AREA DETAILS ZONE 1. Total Area of Zone 1: 9,545 square feet Total Impervious Surface Area of Zone 1: 2,245 square feet House Area: 601 square feet Porch and Deck Area: 351 square feet Driveway, Walls and Paved Areas: 1,293 square feet Percent of Total Area of Zone 1 that is Impervious: 23.52.% ZONE 2. Total Area of Zone 2: 14,017 square feet Total Impervious Surface Area of Zone 2: 3,959 square feet House Area: 1,222 square feet Porch and Deck Area: 19 square feet Driveway, Walls and Paved Areas: 2,718 square feet Percent of Total Area of Zone 2 that is Impervious: 28.24% PT. DISTANT 125' NW'LY PERPENDICULAR -TO LINE AND 205.3+/- NE'LY OF EAST R.O.W OF CTY. RD. NO. 135 FOUND--� 939.2IRON -940- �\\ \ i --941- 75 FOOT OFFSET TO _ ORDINARY HIGH WATER LEVEL LINE i X94� 9 `942 X 94 _ _ I \ ,,,' 1 ORDINARY HIGH WATER LEVEL g\moo%✓g X944 _ _ I \ �\ \ \ Ln I \ ELEVATION = 929.40 \�I1 Ill I FX��T/Nc X941,61• FINISHED FLOOR SF 94'.4 ELEV.=943.10 s �k / ° X94 I / 3.7 /� d\�\\ \\w\ \ \ \ SHORELINE OF MAXWELL BAY 0 r i X .8 - / / / \' \\ \ \ \ ` \N /--WATER ELEVATION = 928.37 \ \ 2/ \ / I X945` - ` \L1µ \ i DATE: 9-20-2011 ,+ \ \ FOUND - - - 42 9 �,-\ , 21 ") \ - _ - -g44/ / ' 4-"' \ \\ \� IRON -� �� 6g �g / o,� X943.8 9�a�`�""I \c� / \ � � \ X943. � "�5 X938. 1 _944- - � - �\\ 9A�\ \ \ """ i BLDG. I do \ N I I \ _945 - \ OVERHANG X9 43. X942.o -946-- / g6_9 " 1 \\\\\\ \\\\\ \ \I \I I w\ \ \ 's\ ;-947--- 51 943ARGREEA S RVEY NE - -X978 - 10 \ t \\\\ \\ \$--- \ \ 937.6 I I I \I \\ / _ - \ 1,4E .2\\ \ \ �\ �,�� DECK \ ` 9 \\ \�\\\\ \ BITUMINOUS \\\\ \ \O \ / p�INC am, X91 2.5 cO \ \\ c \ 4 \' X 4 .9 94 �y �3. O ' s � X943.6 / LIN \ \ \\\ 0949.4 / O\ \ N� 'L J'] O C \ \\ 943/4 / woo44no STAIRS�AR 94 .2 �� _\ W I° X941/6X943.2 OO '63 93 \ 928.09 X95 ) 9/45.97 - � \.... � 3�.5 X940.9 \ \\\\ \\ \\\ \ X 1 >/ 24 / oc 94 T no �1 \= / �� \ I i \ \ \ i° 1 -\ 7 \\ \\ \\ \\\\ \ 1 / �9 5 I1/ / / X9 7 �t r - �O \ I WALL \ \ / 1 �9 7 y A L 7 I �X o \ J / \\\�\\\\\�\\\\ / x9 8. /I % I �, k \L_l�{(VL 1.1 / `� / \ r \ ; �\ o., / 9 \ 1 \ \ //'XIS 3g 3 �AF.F ELEV 7 \\\\ \\ 1 / / - _ `� / 936.47 X936 \ \ \ \ \\\ /L_1[/I / L/ BITUMINOUS \ 9'49.3/ iI \936 / -\ \ \ \\\ / / / x _713 / ) X935.8 \ ��W \ i / 38- FOUND \ / -) \ 3� \ \\\ -- / / /O --' / / // / I-)\�k9380 IRON 0 o rn 928.3 - PT. ALONG SHORELINE OF MAXWELL BAY um 20 10 O 20 40 60 SCALE IN FEET 7 935. 9- X93 .3/ / / �s ` / ) 397 \ao� /XPJ41�/ / r/ / / / 6A- � i \\ X939.6 ODS` 935.6 1 4 \ - ` k ms / X9,3 .9 \� °�� i 935. 3 3! 19 / \ �� X939.7 PT. 1004.29' SE'LY MEASURED PERPENDICULAR / 1CO ��2 \--FROM N. LINE LOT 10, AUD. SUB NO. 217 4 3 t 1 6 9 93)` X937.7 / \ 9-9.5 AND 143.2 NE'LY OF POINT OF BEGINNING \ -,9 j _35.2 i 4.9 9 N I \X938.1 \ 935.0 X95.3 i I EAST R.O.W. LINE COUNTY RD. NO. 135 \ 934.9 1/ FX�STjNG 934.6 A/00 SF \ , > \ -- HSJ BENCHMARK _ \ C� \ TOP OF NAIL 934.4 ELEV.= 934.69 �A 1 PT. 1141.25' SE'LY MEASURED \ 60 \ ALON(EAST R.O.W LINE OF CTY. R . NO. 135 FROM INTERSECTION OF N. L E LOT 10 POINT 0 BEGINNING \ BITUMINOUS (FOUND I ON) \ 8 LEGEND FOUND Found Property Monument SET IRON IRON Set Property Monument (Minn. Reg. No. 23677) Concrete Concrete Curb Fence -w Overhead Electric ---�W Underground Electric - - -�� Underground Telephone w w w Water �- Gas �¢ Sanitary Sewer Storm Sewer E Electric Meter ❑E Electric Box ® Electric Manhole 0 Power Pole Hydrant ® Unknown Manhole v Guy Wire Anchor Gate Valve O Guard Post ® Catchbasin ® Catchbasin ® Air Conditioning Unit 16" Deciduous Tree (Diameter in Inches) 8 j•\ Coniferous Tree (Diameter in Inches) Bush t Light Pole ® Gas Meter 6 Telephone Manhole Telephone Box ® Sanitary Manhole ® Storm Manhole - - - _ -906- _ - - Existing Contour X 851.27G Existing Spot Elevation Gutter X 934.3 Existing Spot Elevation LEGAL DESCRIPTION That part of Lot 9, Auditor's Subdivision No. 217, described as follows: Commencing at a point on the East right of way line of Hennepin County Road No. 135 distant 1141.25 feet Southeasterly, measured along said right of way line, from intersection of the North line of Lot Lot 10, Auditor's Subdivision No. 217, and and said right of way line; thence Northeasterly a distance of 143.2 feet to a point which is distant 1004.29 feet perpendicularly distance from the North line of said Lot 10, said Auditor's Subdivision and continuing on said line a distance of 36.2 feet, more or less to the shoreline of Maxwell Bay, thence Northwesterly along the Shoreline of Maxwell Bay to a point which is distant 125 feet perpendicularly distance from the above described line; thence Southwesterly parallel to the above described line a distance of 205.3 feet more or less to the East right of way line of County Road No. 135; thence Southeasterly along said right of way line a distance of 125.04 feet to the point of beginning, Hennepin County, Minnesota. GENERAL NOTES: 1. The bearing system used is assumed. 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site area = 21,144 square feet = 0.48 acres. 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 6. Elevation datum is based on data obtained from the Minnehaha Creek Watershed District (MCWD). HSJBenchmark is located Top of nail (AS SHOWN ON SURVEY) Elevation = 934.69 7. Ordinary High Water Level Elevation = 929.40 per MCWD. LOT CERTIFICATE SURVEY for: WITH TOPOGRAPHY PRAIRIE HOME REMODELLING SITE: 1180 TONKAWA ROAD LONG LAKE, MINNESOTA FEB 16 2012 HqR�, �• J01-1P4S CERTIFICATION: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Date:_ September 20, 2011 homas E. Hodorff Minn. Reg. No. 23677 ZReyj3'-or' /16Mstoryy /72 odd 7g• linehord°peer Page 11 ISO 6 tO C"',, Sheet No. Book 23 ° 1 OF 1 6 AS j®N r` C W.O. Number File No. 2011319 1-3-8191 rne: zui Path: J: \ RECEIVED CITY OF ORONO FOUND IRON -� I 1 1 I I r -PT. DISTANT 125' NW'LY PERPENDICULAR TO LINE AND 205.3+/- 1 NE'LY OF EAST R.O.W OF CTY. RD. NO. 135 1 1 1 I FOUND X104.5 j IRON--\ 0� I -106- LZJ� X107.2 d /�-__ -\2 X'1059 Og X106�7 06.7 / / 1 10 2 � . 0 � \ \03 \� \ \�\� ;\ 110.1 �_, // o `o o\ N\\\\\ '\` �,--SHORELINE OF MAXWELL BAY WATER ELEVATION = 93.68' X1 8.3 _ X Grp � / X109.1 VCP \ \ N \� © ` �\\ SURVEY LAE --.� I` \ \°� \1 A i -DOCK % x1 as\7 � X10.3.7I�,LDG. \moo ���- -\\\ \ OYERHANG X108.4 \ o� „I -----111' 6� \ \ X107.3/ % 10 \ GREEN\ / J ----112--- '`� \ \ / 109.0 / \ AREA 011, 3 _ I i I 8113. 1�„ \ 7o �� / i 6, \ \ fi- DECK 102.9 I l(III of\ \/ ; -114_ x11 5 ,9,\ t \ o X107 8 \ \ \\ \\\ \ 450 \ 30\1X108.9// X1�, .4 �� x11 .8 / 108\ s� o / \ \ °mow ' 108.7 ,' /, 108.5 \1 \ Xo ��-�1Xy11�0289.�5 - _.../.>F.F ELEV \93.3116 cA FBELEV / 1 S \ / . \\ XI -06.2 o \\\\\\ X11 1 R CK102 X1n .4/ X11 .0 WALLr EAST R.O.W LINE \ CO TY RD. NO. 135 F.F ELEV / \ 10 78 X101. �d k 93.6 \ ) \\\�\O�\\ 1(�6 / %\ I,LJ�/) V� �/ soh /• VU• X10 / 62 N\ ��'�� \�� 101.5 \\ \ �\ \ \ / / / i / / 1 / BITUMINOUS ROCK' --PT. `-PT. ALONG SHORELINE \ ♦ \\\\oma\�\\ t 6 X11 .5/ / 12 / / \ Q WALL -1 I / ��\ \� \ OF MAXWELL BAY /-q3 / X101.1- 1 `--FOUND X103.3 �� - _ \ IRON O\ /o• \ `J� \ \ \ '�\ � / `' / 101. \ ♦ /.�o ��o, \ \ \ \ 91 /X106.5 / X1 .6 / / >> f ) 02.0 X104.9 100.9 X.--O y k X104.2 \ \ \ / / a / i 100. 0 16" --69 ou X105.0 ��0 \ \ \ \ �o G .\ 09 '\� o ` \ �PT. 1004.29' SE'LY MEASURED PERPENDICULAR A, \/ \ FROM N. LINE LOT 10, AUD. SUB NO. 217 00.7 1 ,�p � )-fO3O 104'8 AND 143.2 NE'LY OF POINT OF BEGINNING 00.5 00.2 10 N 2 Z 160.31 \\ X103.4 \ O x100. - - ' ' \/ I \ °o Xao X 100.2 �9. F �______ = BENr- -- HSJ CHMARK �1 \ 0 TOP OF NAIL 11 1�) 99.7 ELEV.= 100_00_ \ `99 \ 60 \ XZ9 \ 'R 9> i I \ I I I \ I I I I I L- PT. 141.25' SE'LY MEASURED ALONG�EAST R.O.W LINE OF CTY. RD. NO. 135 FROM INTERSECTION OF N.L E LOT 10 POINT 0 BEGINNING (FOUND) I ON) 20 10 O 20 40 60 SCALE IN FEET LEGEND FOUND SET IRON IRON -W - - -Z)w ---Z)F- w w w (n< ❑E 0 U O 16" m ----906--- X 851.27G X 934.3 Found Property Monument Set Property Monument (Minn. Reg. No. 23677) Concrete Concrete Curb Fence Overhead Electric Underground Electric Underground Telephone Water Gas Sanitary Sewer Storm Sewer Electric Meter Electric Box Electric Manhole Power Pole Hydrant Unknown Manhole Guy Wire Anchor Gate Valve Guard Post Catchbasin Catchbasin Air Conditioning Unit Deciduous Tree (Diameter in Inches) Coniferous Tree (Diameter in Inches) Bush Light Pole Gas Meter Telephone Manhole Telephone Box Sanitary Manhole Storm Manhole Existing Contour Existing Spot Elevation Gutter Existing Spot Elevation LEGAL DESCRIPTION That part of Lot 9, Auditor's Subdivision No. 217, described as follows: Commencing at a point on the East right of way line of Hennepin County Road No. 135 distant 1141.25 feet Southeasterly, measured along said right of way line, from intersection of the North line of Lot Lot 10, Auditor's Subdivision No. 217, and and said right of way line; thence Northeasterly a distance of 143.2 feet to a point which is distant 1004.29 feet perpendicularly distance from the North line of said Lot 10, said Auditor's Subdivision and continuing on said line a distance of 36.2 feet, more or less to the shoreline of Maxwell Bay, thence Northwesterly along the Shoreline of Maxwell Bay to a point which is distant 125 feet perpendicularly distance from the above described line; thence Southwesterly parallel to the above described line a distance of 205.3 feet more or less to the East right of way line of County Road No. 135; thence Southeasterly along said right of way line a distance of 125.04 feet to the point of beginning, Hennepin County, Minnesota. GENERAL NOTES: 1. The bearing system used is assumed. 2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA 216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION. 3. Site area = 21144 square feet = 0.48 acres. 4. This survey was made on the ground. 5. No current title work was furnished for the preparation of this survey, legal description, recorded or unrecorded easements and encumbrances are subject to revision upon receipt of current title work. 10. Elevation datum is based on assumed data. HSJBenchmark is located Top of nail (AS SHOWN ON SURVEY) Elevation = 100.00 LOT CERTIFICATE SURVEY for: WITH TOPOGRAPHY PRAIRIE HOME REMODELLING SITE: 1180 TONKAWA ROAD LONG LAKE, MINNESOTA CERTIFICATION: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Date:_ September 20, 2011 ` 6 /�4 homas E. Hodorff UU r y Minn. Reg. No. 23677 $,. Path: J: \ - .:_Ppy� �w Sheet No. Bookn623j:j NV 1 OF 1 N,n CPO TO W.O. Number File No. 2011319 1-3-8191 U Z