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HomeMy WebLinkAbout2016-as-builtORONO, MN 55364 AS -BUILT SURVEY WITH 0 N 0 CRAIG SCHERBER In )y - ­� t'D S � 960.0 � DGE OF BITUMINOUS o \\ / ox959. / \ ° x96 958.8x \ I da IJ/ 4 a Y 959.1BW x ° J \ ° rjICqs � 560.7x9ULDER WALL 9S / 962.3 l as - -°- ° TO BE REM D\ \ (\C / x 961.OBW a -3Q x 964.9 � \ 0- \ \ ITUMINOUS CURB SCALE: 1 INCH = 10 FEET _ / 962.5 O �\ / x 96O.OB a° ° 961.OTW �ORtT OF x 96 .� \ V!�^�967 992\ \asp \ \ Legend // ° ° ° �eAst �rN! 962.5 \ \ \ \ \9S \ l gS � ea Q c0 NG \ \ x96 \ \ 8\ A / ° 961;0 x 961.7 pF to l x \ \ \�C, ° t/4 963.0 \ \ \ \ \ x x Fen Ce d deo x 9b0.5 x962.8 GAS Underground Gas // 961.7TW // 962 x / Manhole 7 ,- ._ _ - <. - -_- - --- -- - sso: - - , _. - _ - s -X - _: - - X s60.OB ® Gas Meter w p 0 Power Pole 961.8 / f 61.5 ao Offi ° .Q a- ° �/ x 9 -- As -Built Keystone Retaining Wall _C '96_\ ^/ 96_ / 62.1 " As -Built Boulder Retaining Wall Q? y �// \\ a d° ° / x sso.a x9sz.zx 991.3 / i \\ \ �� ' X962.3 WEL d 929.4 OHW Ordinary High Water x964.4 \se°.4Tw a a a .e x900.0 Existing Elevation I / a °d `a -d (ja X(900.0) Proposed Elevation 964.4 / / 959.D ° Q 9so.s \ X x 959.98 e x ° a /9fi0.3 x� / x 960.9 x 900.0 As -Built Elevation // // _ °va a a °° 960.4 x x961.8 959.8 g60 x900.OTC Top of Curb Elevation °=d /x� I I d x900.0TW Top of Wall Elevation f / x 959_68W a . ° e" ° ° d ° / I l A 59.71 ° a° 9. - 7 / x 960.2 960.2 d x X957.7/ / x900.OBW Bottom of Wall Elevation x962. �2/ s5s.9T�la/ ° 0- ° ° d ° . 1 109 97.5 �x / // 900-- Existing Contour = m d �0 x958./ _\x957.2 / d a = e ° 958.5 x -� Ig 9 ° 95h.7 960.4 X�5 k / / / _-900 As Contour --96Q- - i _•'x 959.OBW 0 ��'Py0°x 959 x° a ° ° ° 958.8 / -900 Proposed Contour x9-5-5.7 _958- i 958.9 �PPJ�Q� a da x �` ---- s�o�° 958.4 Proposed Drainage 789 959.6 a a ° ° a x € 957.4 ° Iron Monument Found #4017 / 9s6\ 9`8.5 x sso_1 a ° ° . /moo E / / O Iron Monument Set \ \ \x956.6 1S 73 \ ` COQ �� 2 x 6 e ° / ^� x 957.2 x 19503 C356 \9 1)"0 / 957.3 fi_3 x\ ss ,pcy � x \ \ 955.8x 8 0 79'00 0 9. 7-3 / 5E.2 S° a-- x �l \ 9 6.7 0 / `� 954.5 / I 950.1 \ \ x / /ti / \ \ 957.0 x 2/ 947.6x \ w(u (�' x955.0 9s 2 SO/ 7 6_: /c�c� o \ _ �� 6�_ / i / 21 x 953.8 9 0 X50 to / 3 7 70 95 47.8 \ 954.7 x951.5 AS -BUILT DRAIN TILE Average Lakeshore Setback of Adjoining Homes = 120.2'± \ \ �� n7x 0°RS A x952.9 / s4� �/ eqS t FLpO'�`�O09 0 x 9 2.4 950 1 gib / \ 30.g \ �� 953.6 x h / TOp EtilE!V R__(960n x950.5 -- x / / �� N -95, °° GgRq GE FORE© 00 go 967 x s 1 s 4 PROPOSED AREA CALCULATION: / \ x948 9 \ ` 5. 9 1 1 / ©OR, �AtC 4 .8,3 951.3 95 / Lot Area Measured to OHW = 0.45 Acres or 19,586 SF / \� � .7 `°/ X960 Esso / \ � 9 & / \\ 950.8 -'`-- 1 6C1�4 �•7� IMPERVIOUS SURFACE: / \ _ _ gS0 950.6 x x 78Tp x94 House = 2,710 SF \ 17 949.9 949.3 0 949 x Covered Porch = 120 SF / s o/ / x Deck = 85 SF / 6 / 9t 9.9 o / Driveway = 1,608 SF 4 \ \ 949 3 949.6 x N / � 948 W 90 944.6 // Concrete Walk = 11 SF 1/ , ` x946.3 - - - X� 7jo°� 40° 9&g r, � ___ AVERAGE A JIONING HOMES / LAKESHORE SETBACK LINE °Eck© f0 -T9, 948.08 / Total = 4,534 SF 9 s4e 5 _ pr = 23.2% / � - �4s.a 7> _ _ = - - � x 949.3 � ♦: 94-'. 7 0 =- co - - - 9 92BW x.a- 47.8TW949.8 7dx94fj.4 GARAGE Rs = 943.2 �4 / ° 946. 1J �1, - FLOOR=943.2 AS -BUILT AREA CALCULATION: / x943.5 / x x 94y8 - 2 7 x Area Measured to OHW = 0.45 Acres or 19,586 SF / 9�2\ / x 942 x (D F / 949 o 949.4 94$ 5 x €� 945.30 Lot A / \ / 942.2 X w / x € 946.OT / \ \ ` - - / 9 6 9 $TW 94$ 4fl / 948.7 x 947. x € 94 .2 k \ �9` IMPERVIOUS SURFACE: / 9Q° - _ 9� s4$.4Tw x u x - - -944- - / 948.3TW 47.7 A House = 2,710 SIF / \ \ 2\ 0`14 w 948.5 x 48-2 a gW x943.2 x943.2 q 2 94 .2 e Covered Porch = 120 SF / \ \ 93 . 941.5 x 943.2 94 943.2 / x _ x C 'Deck = 85 SF 93 \ x 947.2 W - / xj x x 943.2 0 5 x17 / - - - sew s 3 } D \ - 940.0 948.2TW ,'_ 945.7 0 Driveway = 1,662 SF / \ 942.7xlb= ® Stone Steps = 86 SF / \ \ 940.8BW x 943.6TW 944.0 x E 0��� /942.6 Stone Paver Walks = 251 SF / o s43:7Tw 940 _ / 44.3BW x944.7 t ----- Total = 4,688 SF / - w y 943.7 944.2BW - X942 943 4Td : 94 •8x = 23.9%/ 9 W x x 944.5BW x 9`x}2.3 x 941.5 / x936.5- 936\ \ * 25% Maximum Allowable Hardcover / 94 .4TW 942 0 x 941.9 \ x936.2 939.6 /x _ _ _ _ \ 943.2TW ------ 0eC \ k 943.2TW 940.2 x.. --- _ x 940.5BW 939.8BW - x 93945BW t939. / � p 24"OAK \ x \ \93 .8 \ \ _P / ti 936.9 , \ 9Q LQ x 938.4 934 Of 2,710-000000+ / X934.1 / _ 939.4 % \ cn \ 120.000000} / /j _ - T A 85•000000k 24915.0000000 /ate x 936.1 \ \ �0 7 0 m \ L - U I / \ 75' SETBACK LINE FROM OHW q \ 1 0 s 0 0 0 . _ Ino PROPERT INE PER CERTIFICATE / x934.0 \ \ V OF SURVEY GORDON R. COFFIN \ \ 0 . 1 �r 1 x �Q� DATED AUGUST 1981 / x933.4 �_l u _ 0 ;K �\ � x933.5 33¢ � \\ x 936.1 932, \ / DO / \� 936.9 / 9 x 937.6x / X931.4 / \ \ \ \ \ \ / x935.4 \ / / FD�17Z" PINCH TOP I.P. 93L . Y2" OPEN I.P. / SOUTHWEST NRNER OF LOT 4 3.20' SOUTHEASTERLY OF THE / 933 !� / / SOUTHWEST CORNER OF LOT 4 / x L / l 932.6 - -..v _ _ -- - - 9 1.2 _ � �.-, - x �3� O " , _.a�i�. x930.3 \\ 931.4x x !IV) x933.1 / / \ x936.4 932.4 x 9 7�' 2 930.1 x 931.4 / \ 'f z, x � o�ck 9 �F,q RECEIVE® 4/ x931.7 '932 \ / \ / SEP 2'2 2016 \ \ \ Cl 931.4 x 9� . \ CITY OF ORONO 929. \ /\ \ x / x>A,3,9 1� \\ h �\ AGE OF WATER \ /� ob fg \ � D. 31a" OPEN I.P./ 3Q �'q x930.3 \ < 932.6 / -BENCHMARK: \\ SAN M.H. 1.42 O 9 3.63 / 1 _- \_21, �0 N ` ` o V.=27.93 \932.0 / to x932.1 929.2 90. w C/0-� , \ \ \ \ % / /co A930.0 l / tir / x932.4 L _ U J 4/ '9 x932.1 l \ j� 929. ti 93p JOB NO. 182-16 144/67 REF: 37-15A 138/58 LOOR=943.4 TION=942.5 F \UFL-.TY DESCRIPTION: Commencing at a point in the Northerly line of Lot 4, a distance of 30.50 feet westerly from the Northeast corner to the point of beginning; thence easterly along the Northerly line of Lots 4 and 3 a distance of 82.50 feet; thence southerly 235.30 feet to a point 21.80 feet westerly at right angles from the Easterly line of Lot 3; thence continuing in the some direction to the lake shore; thence westerly along the lake shore to the-Southwest--cornea-of t=ot 4;- thence northerly to -the point -,of - beq,inn incj,-,Hl GH WOOD _LAKE___ _ MINNETONKA, Hennepin County, Minnesota. BENCHMARK: Sanitary Manhole Invert Near Lake in the Back Yard of #4005 North Shore Dr. Invert Elevation = 927.93. No Search Was Made For Any Easements. The location of all utilities shown are from observed evidence in the field and from plans furnished by the utility companies and are approximate. Utility companies should be notified for exact location before doing any excavation. 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. W. BROWN LAND SURVEYING, INC. f ol Woodrow A. Brown, R.L.S. MN REG 15230 Dated: 08-18-2016 09-13-2016 Rev. - Proposd Swale/Drain Tile 09-22-2016 Rev - As -Built Swale/Drain Tile, Deck i- iu rccL I i %J -1 1 I .-IP'AA w twill I- - 11- .- I1.- z()L5-oo&t+ As- toi 14- 2U War