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Certificate of SurveyCERTIFICATE OF SURVEY -,.for-,. ED AND STACY GOFF -.of-,. 9391 KIOWA TRAIL CHANHASSEN, MN 55317 ,'Cl ,899.6 FND 1/2 TIPPED BASE 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. JASON -E. R -W Date: 8/12/2020 License No. 41578 EST."" professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, M N 55014 Tel. (651) 361-8200 Fax (651) 361-8701 PROPERTY DESCRIPTION Lot 10, BANDIMERE'S HEIGHTS, Carver County, Minnesota. i (261.51 PLAT) •., 902 2 (262.3 1981 SURVEY) M 900.3 N89 59'07"W 262.58 ••FIQD 1/2 IN IP OPEN .902.4 x902.1 .TREE 24IN O w 0.0 ...........:.. •" J m F°- � ..•••. HW ON - w 1^ ' • • • 896 4 896.7 _4______ gH W 8 8.1 X597.5 I# 897.2 x 896.4 o Y x901.4 �Ij}l� I PINE 121N PINE 12IN P 896.6 F �.... _ _ I t -OHW _ - - 143, $ -' _ _ _ _ _ _ _ _ _ _ 896.9 _ 896.7 896.7 01 896.6 896.7 896.4 OH \N 899.7 _WELL _ 897.2 896.7 �� RDCK 1 1 N 1p 893.6 ^j 6°j 892.1 Glx 895.6893.6 W 894.2 3$, 7\895.5 893.5 892.7�,y;?• 0 90.9' ; 8195.5 894.6 $92. 8E 895'8 96.1 ..onP�SE� yo-'•. v Qo 02.3 902.3 902.0 901.5 902.1 901.8 ----__ 901.4 x 902.1,.•' 900.9 x 901.2 899.8 900.8 900.4 x 900.9 �O � x 900.0 FEN B v 898.8 899.4 899.9 897.1 896.8 897.7 897.1 24.1 GRAPHIC SCALE 20 0 10 20 40 80 1 INCH = 20 FEET __- 867, : 20 N89059'07"W 1 897.3 897.3 8967 896 7 744 N 4� g94 M 2 'SED k�. 13f •870 O PINE I2IN ry v •• . x 873.8. 867.1 '. '• FND, 1/2 IN IP OPEiM" ( 867.3 \ \\ \ \ \\ ,#.,...901.5 TREE 361N DATE 80,9• 897.1 23• '. GW �r1 1 p. x 6.7'• •. ASH 151N 867.1 x: 886.8 '• TOP, '• x870.2 I '•, I /" �L l7y b°j1,.x 890.0 ASH 1. RET TOP ASH 12YN I 0 897.6 897.2 \ 874.0'. •• :x i I 886.5 874;8 869.Ox RET TOP '••. ••. G n 889.2 RET BOT 867;9 I O PINE 12IN 886.4 x•876.3•.�S \ RET TO :• I\, P G��s Nd+ . \ : 1 •« 877.9 647 ': \� 898.3 Y 312IN 897.3 .897.9 PINE 12IN 897.4 (n 866.8 x EH2O i I .• x 886.9 879.7' x 870.2 '•,. I C \ 864.1 J 886.5% 7D 865.3 * �\ EH2O •'. GARAGE N FLppR g8$•$ x 887.6 RET TO RET BOT : 868.0 O H W . M P 898.9 ss:t •t• ': AiN - Z !r. 867.0 x : 888.2 rn: N o 1 - 899.6 PINE 121N x897.0 1 1 1-O 1 I U, W F�..O�� Ss$.1 873.1 x o : o ICP 1 1 •00.1 897.8 1 6' 1 1 �„� .' 2 RET TOP: :• CP D •.-<� xaw0 / ..90 I} 900.9 PINE 12IN 88847 OS\ 1P O g72.y 4' 865.3. 865.1Go x 896.8 1 PINE 12IN PINI: 12IN 898.5 J 02.3 902.3 902.0 901.5 902.1 901.8 ----__ 901.4 x 902.1,.•' 900.9 x 901.2 899.8 900.8 900.4 x 900.9 �O � x 900.0 FEN B v 898.8 899.4 899.9 897.1 896.8 897.7 897.1 24.1 GRAPHIC SCALE 20 0 10 20 40 80 1 INCH = 20 FEET __- 867, : 20 N89059'07"W 1 0 .. ,x . 870.0 44.9\--i' X 952.36 2 'SED k�. 13f •870 866;3 \\865.1 EH2O .2 ': x867.71 OHW ; \ • ❑E . x 873.8. 867.1 '. '• FND, 1/2 IN IP OPEiM" ( 867.3 \ \\ \ \ \\ NO. DATE r 824.3 x•. •868.6 864.8 x•88b.7''••.. ,x873.1 '• '. ( \ G O 01 O 879;9 EH2O OHS* 8 RET -BOT 871.0 OH W'. 1 I \ I �r1 1 p. x 6.7'• •. ASH 151N 867.1 x: 886.8 '• TOP, '• x870.2 I '•, I /" �L l7y b°j1,.x 890.0 ASH 1. RET TOP ASH 12YN I • • 889.8'.x 889.2 x 888:5 \ 874.0'. •• :x i I 886.5 874;8 869.Ox RET TOP '••. ••. G n 889.2 RET BOT 867;9 I \\ \x889.3 886.4 x•876.3•.�S \ RET TO :• I\, P G��s 6 . \ : 1 •« 877.9 647 ': \� �O W x 888.4;', 888.6 X (n 866.8 x EH2O i I .• x 886.9 879.7' x 870.2 '•,. I C \ 864.1 J 886.5% 7D 865.3 * �\ EH2O •'. CL � x 887.6 RET TO RET BOT : 868.0 O H W . M 2 O ss:t •t• ': Z !r. 867.0 x : 888.2 rn: N o 1 _ 886.5 881.3 '. '. r .�: 51 Z . \ 1 1 8$8.2 03 RET TOP z RET BOT O ~ ' fT1 I 1 1 1-O 1 I Po Ss$.1 873.1 x o : o ICP 1 1 p 0 0 888.4 F1 x 887.1: : W vr//_ \ 886.5 CO N D :P W 86Z.0'A I 1 6' 1 1 .' 2 RET TOP: :• CP D •.-<� xaw0 / o a 88847 OS\ 1P O g72.y 4' 865.3. 865.1Go OHW ✓ rtl �' p 882.1 888.3 REyTO 7•'1 •$,. •• x 870.0 ..•, 865.3 I J 'x 8 87.2 _ O� 866.7 x'•,\OH W I 887-.- c , I W I \ 1 DOCK 896.1' ..... x89 9 �� g96,�i 4'y 964-��^ G.Z� m m b 896't•. �ob:ro°'888.1_x' O 866 \ II864.7 1 1 891 895.4 41.T.=� 61 'o : _ RET BO 886.5 86j4+, 1 IEH2O 895.1 RET TOP 88-4 869y1x K868.0 866.8x '�" 894.4 H5 RET, BOT / O O C H 1Q RET;BOT'• 1 \ 893.6 X96 .x 892.6 $96 'A m'j. ✓ SCP cp a 0�.., : 866.9 x i. OT RET BOT .p 8fis.z P mss: 870.1 869.1 fp 892.6 / 0�'A74.7, 867.7x \ \ 893.1 ✓ II ❑ x 887.3. .866.9 x 892.9 RET BOT :• Ix 869:p \ 886.E ,x8$�3�` •: , $67.7x``. IMPERVIOUS COVERAGE 892.9 RET BOT N �W ••888.0 RET TOP S WALC:TOP \864.8 892.9x �,� 1 888.1x: �.: OD ST SP4 x869 9 'x867.5 \ EH2O x 898.1 892.j5.2; 04i� B 586.3 t: ': Vd•O 87 . g90 867.9•.x \ 6 - ' m 58. BB6. :. 887•',•' 865.3 ��. "8g4 ........•` W i+ % 8 g56.3:: $ 488 875.0'. 868.1 OHW \\ .$ 892.4 '.i. M S A a 6. REI 801 ••. .•'PINE 181ry 04 - 88.9 \ 888.2-..8- 88T$NTT : 870.6. ,) 867.3'.\\ TOTAL PARCEL AREA ABOVE OHWL = 29,969 SQ. FT. RE O) 892.0 887. RET T E T x x 894.3: 888.5•. 6 886 882.• 868 6 W1 - 9 867.2 5? \\\ 8 8 1 I 28.3 g58.7 OP ..' RET OOT �0 9 RET TOP RET BOT 888.8 888.7 .6�Ao 888.4 •x 875.9'•, WAU, TOP 869.2 E 20 N - 2, 710 J(''� FT. • x 89891.6 2...........891._8 6 \ 882.5 W C'L 68.7 WALL TOR, \\"5 Q 119, 555.6 888. 86 ;3 EXISTING HOUSE FOUNDATION 'd m 886,9:'; 'RET BOT ° 57.9. EXISTING SHED = 52 SQ. FT. 893.4 888.7 l0 '•, x 868.0 \� 864.6 890.7 891.3 888.9 888 -5 •888.0 886.9 RET TOP j 867.9': rn \ 591.4 890.7 O RETTOP RET BOT RET TOP. g63.9 '.879.4'. I N \\H2O EXISTING BITUMINOUS DRIVEWAY = 2,871 SQ. FT. FEN 4 FEN 9 + FEN 9 893.4 891.2 890.9890 890.6 RE'9.8T,.TOP 889.'RET BOT °g88.7 1888. 887.2886.Ox 885:3 RET BOT :, x 873.g 87?.1'\ x'8T2,2 x$70.0 8:,0 °5� \\\ ALL EXISTING PAVERS - 720 SQ. FT. X 890.5 . • '$87.8 RET BO 882.6 : FND. 1/2 IN TP OPEN' 868.8 x \ f ff Q Q Q 891.5 890.6 889,8 889,3 889.6 887.7 887. 557. 885.4 X X 72.4 X: : ALL EXISTING CONCRETE = 335 SQ. FT. 589057 49 E 308.1 3 FEN FEN FEN FEN FEN FEN E \ i FEN 880.2 X- X 868.9 I I \ � 8 (298.02 PLAT)\ \ (308.02 1981 SURVEY) FENCE ON LOT LINE Mo '`oma O FEN __ 41 t � --'��r 3NEp TOTAL EXISTING IMPERVIOUS AREA = 6,688 SQ. FT. (22.5%) O \\ S89057'49"E PROPOSED ADDITION BEHIND GARAGE = +226 SQ. FT. o� NORTH NATES - Field survey was completed by E.G. Rud and Sons, Inc. on 7/27/2020. - Bearings shown are on Carver County datum. - Parcel ID Number: 250900100. - Parcel area above OHWL = 29,969 sq. ft. (0.69 acres) - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. 899.3 FFE PROPOSED SCREEN ROOM ADJUSTMENT = -38 SQ. FT. TOTAL PROPOSED ADDITIONS/ADJUSTMENTS = +188 SQ. FT. TOTAL PROPOSED IMPERVIOUS AREA = 6,876 SQ. FT. (22.9%) DENOTES IRON MONUMENT FOUND AS LABELED TREE DETAIL DENOTES IRON MONUMENT SET, MARKED RLS# 41578 -- DENOTES ELEVATION DENOTES EXISTING SPOT ELEVATION 50 �6_______- DENOTES TREE QUANTITY DENOTES EXISTING CONTOURS �9°P�__ DENOTES TREE SIZE IN INCHES DENOTES RETAINING WALL DENOTES TREE TYPE DENOTES POWER POLE AND OVERHEAD WIRES DENOTES GUY WIRE DENOTES ELECTRICAL METER DENOTES TELEPHONE PEDESTAL DENOTES WATER VALVE DENOTES WELL DENOTES MAILBOX DENOTES DISTANCE FROM PLAT OF BANDIMERE'S HEIGHTS DENOTES DISTANCE FROM 1981 SURVEY BY SCHOELL & MADSON, INC. DENOTES BITUMINOUS SURFACE DENOTES GRAVEL SURFACE DENOTES PAVER SURFACE BENCHMARK MNDOT GEODETIC STATION: MERE ELEVATION: 915.44 (NGVD 29) DRAWN BY: BAB JOB NO: 200816LS DATE: 7/31/2020 • 1 0 REVISED DECK/DINING ROOM X 952.36 2 3 ❑E ❑T NO. DATE DESCRIPTION BY (PLAT) (1981 SURVEY) F__ --I L_ F-- 7 - PROPOSED SCREEN ROOM ADJUSTMENT = -38 SQ. FT. TOTAL PROPOSED ADDITIONS/ADJUSTMENTS = +188 SQ. FT. TOTAL PROPOSED IMPERVIOUS AREA = 6,876 SQ. FT. (22.9%) DENOTES IRON MONUMENT FOUND AS LABELED TREE DETAIL DENOTES IRON MONUMENT SET, MARKED RLS# 41578 -- DENOTES ELEVATION DENOTES EXISTING SPOT ELEVATION 50 �6_______- DENOTES TREE QUANTITY DENOTES EXISTING CONTOURS �9°P�__ DENOTES TREE SIZE IN INCHES DENOTES RETAINING WALL DENOTES TREE TYPE DENOTES POWER POLE AND OVERHEAD WIRES DENOTES GUY WIRE DENOTES ELECTRICAL METER DENOTES TELEPHONE PEDESTAL DENOTES WATER VALVE DENOTES WELL DENOTES MAILBOX DENOTES DISTANCE FROM PLAT OF BANDIMERE'S HEIGHTS DENOTES DISTANCE FROM 1981 SURVEY BY SCHOELL & MADSON, INC. DENOTES BITUMINOUS SURFACE DENOTES GRAVEL SURFACE DENOTES PAVER SURFACE BENCHMARK MNDOT GEODETIC STATION: MERE ELEVATION: 915.44 (NGVD 29) DRAWN BY: BAB JOB NO: 200816LS DATE: 7/31/2020 CHECK BY: JER FIELD CREW: HUTCH - CS/BK 1 8/12/2020 REVISED DECK/DINING ROOM BAB 2 3 NO. DATE DESCRIPTION BY C:\USERS\BBYER.EGRUD\DESKTOP\REMOTE JOBS\200816 GOFF\200816BS-2.DWG 20.0816LS