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ORONO, MN 55364 <br />AS -BUILT SURVEY WITH 0 <br />N <br />0 <br />CRAIG SCHERBER In )y - ­� <br />t'D <br />S � <br />960.0 <br />� DGE OF BITUMINOUS o \\ <br />/ ox959. <br />/ \ ° <br />x96 958.8x \ <br />I da IJ/ <br />4 a Y <br />959.1BW x <br />° J \ <br />° <br />rjICqs � <br />560.7x9ULDER WALL 9S <br />/ 962.3 l as - -°- ° TO BE REM D\ \ (\C <br />/ x 961.OBW a -3Q <br />x 964.9 � \ 0- \ \ <br />ITUMINOUS CURB <br />SCALE: 1 INCH = 10 FEET _ <br />/ 962.5 O �\ <br />/ x 96O.OB a° ° 961.OTW �ORtT OF x 96 .� \ V!�^�967 992\ \asp \ \ <br />Legend // ° ° ° �eAst �rN! 962.5 \ \ \ \ \9S \ <br />l gS � ea Q c0 NG \ \ x96 \ \ 8\ A <br />/ ° 961;0 x 961.7 pF to <br />l x \ \ \�C, <br />° t/4 963.0 \ \ \ \ \ <br />x x Fen Ce d deo x 9b0.5 x962.8 <br />GAS Underground Gas <br />// 961.7TW // 962 x <br />/ <br />Manhole 7 ,- ._ _ - <. - -_- - --- -- - sso: - - , _. - _ - s -X - <br />_: - - <br />X s60.OB <br />® Gas Meter <br />w p <br />0 Power Pole 961.8 <br />/ f 61.5 ao Offi ° .Q a- ° �/ x 9 <br />-- As -Built Keystone Retaining Wall _C '96_\ ^/ 96_ / 62.1 " <br />As -Built Boulder Retaining Wall Q? y �// \\ a d° ° / x sso.a x9sz.zx 991.3 / i \\ \ �� <br />' <br />X962.3 WEL d <br />929.4 OHW Ordinary High Water x964.4 \se°.4Tw a a <br />a .e <br />x900.0 Existing Elevation I / a °d `a -d <br />(ja <br />X(900.0) Proposed Elevation 964.4 / / 959.D ° Q 9so.s \ <br />X x 959.98 e x ° a /9fi0.3 x� / x 960.9 <br />x 900.0 As -Built Elevation // // _ °va a a °° 960.4 x x961.8 959.8 g60 <br />x900.OTC Top of Curb Elevation °=d /x� I I <br />d <br />x900.0TW Top of Wall Elevation f / x 959_68W a . ° e" ° ° d ° / I l <br />A 59.71 ° a° 9. - 7 / x 960.2 960.2 <br />d x <br />X957.7/ / <br />x900.OBW Bottom of Wall Elevation x962. �2/ s5s.9T�la/ ° 0- ° ° d ° . 1 109 <br />97.5 �x / // <br />900-- Existing Contour = m <br />d �0 x958./ _\x957.2 / <br />d a = e ° 958.5 x <br />-� Ig 9 ° 95h.7 960.4 X�5 k / / / <br />_-900 As Contour --96Q- - i _•'x 959.OBW 0 ��'Py0°x 959 x° a ° ° ° 958.8 / <br />-900 Proposed Contour x9-5-5.7 _958- <br />i 958.9 �PPJ�Q� a da x <br />�` ---- s�o�° 958.4 <br />Proposed Drainage 789 959.6 a a ° ° a x € 957.4 <br />° <br />Iron Monument Found #4017 / 9s6\ 9`8.5 x sso_1 a ° ° . /moo E / / <br />O Iron Monument Set \ \ \x956.6 1S 73 \ ` COQ �� 2 x 6 e ° / ^� x 957.2 x 19503 C356 <br />\9 1)"0 <br />/ 957.3 fi_3 <br />x\ ss ,pcy � x <br />\ \ 955.8x 8 0 79'00 0 9. 7-3 / 5E.2 <br />S° a-- x <br />�l \ 9 6.7 0 / `� 954.5 / <br />I 950.1 \ \ x / /ti / <br />\ \ 957.0 x 2/ <br />947.6x \ w(u (�' x955.0 9s 2 SO/ 7 6_: /c�c� <br />o \ _ �� 6�_ / i / 21 x 953.8 9 0 X50 <br />to / 3 7 70 95 <br />47.8 \ 954.7 x951.5 AS -BUILT DRAIN TILE <br />Average Lakeshore Setback of Adjoining Homes = 120.2'± \ \ �� n7x 0°RS A x952.9 / <br />s4� �/ eqS t FLpO'�`�O09 0 x 9 2.4 950 1 gib <br />/ \ 30.g \ �� 953.6 x h / TOp EtilE!V R__(960n x950.5 -- x / <br />/ �� N -95, °° GgRq GE FORE© 00 go 967 x s 1 s 4 <br />PROPOSED AREA CALCULATION: / \ x948 9 \ ` 5. <br />9 1 1 / ©OR, �AtC 4 .8,3 951.3 95 / <br />Lot Area Measured to OHW = 0.45 Acres or 19,586 SF / \� � .7 `°/ X960 Esso <br />/ \ � 9 & <br />/ \\ 950.8 -'`-- 1 6C1�4 �•7� <br />IMPERVIOUS SURFACE: / \ _ _ gS0 950.6 x x 78Tp x94 <br />House = 2,710 SF \ 17 <br />949.9 949.3 <br />0 949 x <br />Covered Porch = 120 SF / s o/ / x <br />Deck = 85 SF / 6 / 9t 9.9 o / <br />Driveway = 1,608 SF 4 \ \ 949 3 949.6 x N / � 948 W 90 <br />944.6 <br />// <br />Concrete Walk = 11 SF 1/ , ` x946.3 - - - X� 7jo°� 40° 9&g r, � ___ <br />AVERAGE A JIONING HOMES <br />/ LAKESHORE SETBACK LINE °Eck© f0 -T9, 948.08 / <br />Total = 4,534 SF 9 s4e 5 _ pr <br />= 23.2% / � - �4s.a 7> _ _ = - - � <br />x <br />949.3 � <br />♦: 94-'. 7 0 =- co <br />- - - 9 92BW x.a- 47.8TW949.8 7dx94fj.4 GARAGE <br />Rs = 943.2 �4 / ° 946. 1J �1, - FLOOR=943.2 <br />AS -BUILT AREA CALCULATION: / x943.5 / x x <br />94y8 - 2 7 x <br />Area Measured to OHW = 0.45 Acres or 19,586 SF / 9�2\ / x 942 x (D F / 949 o 949.4 <br />94$ 5 x €� 945.30 <br />Lot A / \ / 942.2 <br />X w / x € 946.OT <br />/ \ \ ` - - / 9 6 9 $TW 94$ 4fl / 948.7 x 947. x € 94 .2 k \ �9` <br />IMPERVIOUS SURFACE: / 9Q° - _ 9� s4$.4Tw x u x - - -944- - <br />/ 948.3TW 47.7 <br />A House = 2,710 SIF / \ \ 2\ 0`14 w 948.5 x 48-2 a gW x943.2 <br />x943.2 q 2 94 .2 <br />e Covered Porch = 120 SF / \ \ 93 . 941.5 x 943.2 <br />94 943.2 <br />/ x _ x <br />C 'Deck = 85 SF 93 \ x 947.2 W - / xj x x 943.2 <br />0 5 x17 / - - - sew s 3 } <br />D \ - 940.0 948.2TW ,'_ 945.7 <br />0 Driveway = 1,662 SF / \ 942.7xlb= <br />® Stone Steps = 86 SF / \ \ 940.8BW x 943.6TW 944.0 x E 0��� /942.6 <br />Stone Paver Walks = 251 SF / o s43:7Tw <br />940 _ / 44.3BW <br />x944.7 t ----- <br />Total = 4,688 SF / - w y 943.7 944.2BW - X942 <br />943 4Td : 94 •8x <br />= 23.9%/ 9 W x x 944.5BW x 9`x}2.3 x 941.5 <br />/ x936.5- <br />936\ \ <br />* 25% Maximum Allowable Hardcover / 94 .4TW 942 0 x 941.9 \ <br />x936.2 939.6 /x _ _ _ _ \ 943.2TW ------ 0eC <br />\ k <br />943.2TW <br />940.2 <br />x.. --- _ x 940.5BW <br />939.8BW <br />- x 93945BW <br />t939. <br />/ � p 24"OAK \ x \ <br />\93 .8 \ \ <br />_P / ti <br />936.9 , <br />\ 9Q <br />LQ x 938.4 <br />934 <br />Of <br />2,710-000000+ / X934.1 / _ 939.4 <br />% \ cn \ <br />120.000000} / /j _ - T A <br />85•000000k <br />24915.0000000 <br />/ate x 936.1 \ \ �0 7 <br />0 m \ L - U I / \ 75' SETBACK LINE FROM OHW <br />q \ <br />1 0 s 0 0 0 . _ Ino PROPERT INE PER CERTIFICATE / x934.0 \ \ <br />V OF SURVEY GORDON R. COFFIN \ \ <br />0 . 1 �r 1 x �Q� DATED AUGUST 1981 / <br />x933.4 <br />�_l u _ <br />0 ;K �\ � x933.5 33¢ � \\ x 936.1 <br />932, \ / <br />DO / \� 936.9 / <br />9 x 937.6x / <br />X931.4 <br />/ \ \ \ \ \ \ / x935.4 \ / <br />/ FD�17Z" PINCH TOP I.P. 93L . Y2" OPEN I.P. <br />/ SOUTHWEST NRNER OF LOT 4 3.20' SOUTHEASTERLY OF THE / 933 !� / <br />/ SOUTHWEST CORNER OF LOT 4 / x L <br />/ l 932.6 - -..v _ _ -- - - <br />9 1.2 _ � �.-, - <br />x �3� O " , _.a�i�. <br />x930.3 <br />\\ 931.4x <br />x <br />!IV) x933.1 / / \ x936.4 <br />932.4 x 9 7�' 2 <br />930.1 x 931.4 / \ 'f z, x � <br />o�ck <br />9 �F,q RECEIVE® <br />4/ x931.7 '932 \ / \ / SEP 2'2 2016 <br />\ \ \ <br />Cl <br />931.4 x <br />9� . \ <br />CITY OF ORONO <br />929. \ /\ \ x / x>A,3,9 <br />1� \\ h <br />�\ AGE OF WATER \ /� ob fg <br />\ � D. 31a" OPEN I.P./ 3Q <br />�'q x930.3 \ < 932.6 / -BENCHMARK: \\ SAN M.H. <br />1.42 O 9 3.63 <br />/ 1 _- \_21, �0 N <br />` ` o V.=27.93 <br />\932.0 / to <br />x932.1 <br />929.2 <br />90. w <br />C/0-� , \ \ \ \ % / /co <br />A930.0 l / <br />tir / x932.4 L _ U <br />J 4/ <br />'9 <br />x932.1 <br />l \ <br />j� 929. <br />ti 93p <br />JOB NO. 182-16 144/67 REF: 37-15A 138/58 <br />LOOR=943.4 <br />TION=942.5 <br />F \UFL-.TY DESCRIPTION: <br />Commencing at a point in the Northerly line of Lot 4, <br />a distance of 30.50 feet westerly from the Northeast <br />corner to the point of beginning; thence easterly along <br />the Northerly line of Lots 4 and 3 a distance of <br />82.50 feet; thence southerly 235.30 feet to a point <br />21.80 feet westerly at right angles from the Easterly <br />line of Lot 3; thence continuing in the some direction <br />to the lake shore; thence westerly along the lake <br />shore to the-Southwest--cornea-of t=ot 4;- thence <br />northerly to -the point -,of - beq,inn incj,-,Hl GH WOOD _LAKE___ _ <br />MINNETONKA, Hennepin County, Minnesota. <br />BENCHMARK: <br />Sanitary Manhole Invert Near Lake in the Back Yard of <br />#4005 North Shore Dr. Invert Elevation = 927.93. <br />No Search Was Made For Any Easements. <br />The location of all utilities shown are from observed <br />evidence in the field and from plans furnished by the <br />utility companies and are approximate. Utility <br />companies should be notified for exact location before <br />doing any excavation. <br />I hereby certify that this survey, plan, or report was <br />prepared by me or under my direct supervision and that <br />I am a duly registered Land Surveyor under the laws of <br />the State of Minnesota. <br />W. BROWN LAND SURVEYING, INC. <br />f <br />ol <br />Woodrow A. Brown, R.L.S. MN REG 15230 <br />Dated: 08-18-2016 <br />09-13-2016 Rev. - Proposd Swale/Drain Tile <br />09-22-2016 Rev - As -Built Swale/Drain Tile, Deck <br />i- iu rccL I i %J -1 1 I <br />.-IP'AA w twill I- - 11- .- I1.- <br />z()L5-oo&t+ <br />As- toi 14- 2U War <br />