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Home My WebLink About10055 205 StBuilding Permit #: S Legal Description: Lot / Block CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS RECEIVED By Christina Orlowsky at 12:50 pm, Oct 22, 2020 Subdivision: WEICHsELJ?AUNV.S FIT f DIT1 Ceti) Address: I 0 d 56 2O site -i- 1 a/Zevine, ( AAM -550 I hereby certify that on 614h day of ('�-1-nber 202_0 an inspection of this property was conducted by me or under my direct supervision and that the as -built grades, elevations and drainage patterns of the site and building are in conformance with the grading plan approved by the City Engineer or amendments previously approved by the City Engineer. In addition, all property corner monuments are in place as of this date. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Print Name: k', - D• ee)sore Signature: 11471/vv- Date: 10/ 912-0.9 C) MN License #: 45356 NOTE: ATTACH A COPY OF THE CERTIFICATE OF SURVEY SHOWING ALL AS - BUILT GRADES, ELEVATIONS AND DRAINAGE PATTERNS Approved subdivision grading plans should be obtained from the property owner or developer. General questions relating to the building permit should be directed to the Building Inspections Department at 952-985-4440. Questions relating to grading should be directed to the Engineering Department at 952-985-4500. Prior to release of the Grading Security, this document shall be filed with: City of Lakeville Engineering Department 20195 Holyoke Avenue Lakeville, MN 55044 Ci. Engmeenng\Miscellancous`1 onns'.Certification of Grading.doc AS -BUILT SURVEY 22x34 �for� Gonyea Homes & Remodeling -sof-- Lot 1, Block 1, WEICHSELBAUM'S FIRST ADDITION, Dakota, County, Minnesota 10055 205th St., Lakeville, MN * BUILDER TO VERIFY HOUSE DIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH. * DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY CONTRACTOR. * FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK EXCEPT AT DRIVEWAY AND PATIO. * DIMENSIONS SHOWN TO OUTSIDE OF CONCRETE FOUNDATION WALL. • Cron) LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES NOTES IRON MONUMENT FOUND AS AIR CONDITIONING UNIT CABLE PEDESTAL ELECTRICAL BOX EXISTING SPOT ELEVATION FIBER OPTIC BOX GAS METER HYDRANT LIGHT POLE MAILBOX POWER POLE TELEPHONE PEDESTAL CHAIN LINK FENCE EXISTING CONTOURS OVERHEAD WIRE BITUMINOUS SURFACE CONCRETE SURFACE TREE DETAIL � --- DENOTES DENOTES '--DENOTES LABELED METAL OFFSET SPIKE AT 11 FOOT OFFSET, PROPOSED RETAINING WALL PROPOSED SILT FENCE DIRECTION OF DRAINAGE. PROPOSED ELEVATION. - Bearings shown are on the Dakota County Coordinate System NAD83 (86 Adj.) - 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. AS -BUILT HARD SURFACES EX. SHED = 93 sq. ft. HOUSE & ATTACHED GARAGE = 4,510 sq. ft. EXISTING PATIO = 1,405 sq. ft. PORCH = 272 sq. ft. DETACHED GARAGE = 546 sq. ft. CONCRETE STEPS = (16 + 30) = 46 sq. ft. EX. CONCRETE PADS = 55 sq. ft. EXISTING PAVER WALK = 147 sq. ft. EXISTING BITUMINOUS DRIVEWAY = 242 sq. ft. EXISTING CONCRETE DRIVEWAY AND WALK = 4.234 sa. ft. TOTAL = 11,550 ft. 11.550. ft. (hard surfaces)/63.789 sa. ft (Lot area) = (18.1% of lot is hard surface) *NOTE: LOT AREA IS MEASURED TO ORDINARY HIGH WATER LINE BENCHMARK BENCHMARK: MN DOT CONTROL POINT "LOTTO MNDT" GSID STA. #7473 ELEV=1063.19 (NGVD 29) GRAPHIC SCALE 20 0 10 20 I 1 1 I 40 1 INCH = 20 FEET DIAGONAL: 103.84 X 67.83 = 124.03 POURED CONCRETE WALLS AS -BUILT ELEVATIONS: TOP OF WALL = 1002.1 GARAGE FLOOR ATTACHED = 1001.8 AT FRONT GARAGE FLOOR DETACHED = 1001.4 LOWEST FLOOR = 991.9 TOP OF FOOTING = 991.6 (PROPOSED) TOP OF FOOTING (CRAWL SPACE) = 995.6 (PROPOSED) FIRST FLOOR = 1002.43 TOP OF WALL (TALL LOOKOUT) = 999.1 TOP OF WALL (TYPICAL LOOKOUT) = 997.1 EST.1911 www.egrud.com 80 E. G. RUD s SONS, INC. Professional Land Surveyors 990 5th Avenue SE, Suite 2 Hutchinson, MN 55350 Tel. (320) 587-2025 Fax (320) 587-2595 UNLESS ELEVATION TREE QUANTITY TREE SIZE IN INCHES TREE TYPE OTHERWISE NOTED FND DAMAGED CAP \ ELM 24 SHRUB sHRUa l x985. TOE tit -I II N o-, • e G°, LAKE MARIOIN BASED ON THE MINNESOTA D.N.R. HIGHEST RECORDED WATER ELEV.= 984.53 NGVD 29 ORDINARY HIGH WATER ELEV.= 983.1 NGVD 29 WATER (ICE) ELEV. ON 1MAR18 = 982.5 NGVD 29 984.68 FND DAMCAP IP ASH 14 984 2 SHRUB 1 oil LANDSCAPE ROCK 535 FT2 TOP WALL-994.3 BOT WALL�993.4"�_. CO . i 20.1 996 TOP WALL=999.0 BOT WALL=995.0 --- -' 996 1 / ~ \ / 1 / 10O0 TOP WALL=1000.7 BOT WALL-1000.2 -_. FND IP f 984 0 ASH 1 9d40 ASH '$ Tot CO EDGE OF WATERS ^'sB A%,"RBS ORDINARY HIGH WATER LEVE/2 • SETBACK FROM ORDINARY HIGH WATER LEVEL BOUNDARY AREA = 63,789 SQ. FT. (MEASURED TO OHW UNE) 984 90 MAPLE 26 4913640 MAPLE 24 TOP W LA L-992.5 BOT WALL=989.1 TOP WALL=992.7 BOT WALL=992.0 x984.70 TOP WALL=997.1 BOT WALL=994.9 TOP WALL=1000.E BOT WALL=998:5 TOP WALL=994.2 BOT WALL-993.8 TOP WALL=995.4 BOT WALL=994.4 TOP WALL=994.9 4 18oT 'WALL-994.1 151 4) CONC. STEPS 16 ,FT2 9� 99s 16.7 9a6 LOT b •985.77 984 30 ASH 16 985 40 ASH 16 992 - TOP WALL=993.2 • BOT WALL=992.3 es tot w\ sh o TOP WA o B,l�'�:1 TOP WALL=997.5 BOT WAIL-997.0 wee el. lino --TOP WALL-1000.7 BOT WALL=997.9 TOP WALL=1000.4 BOT WALL=998.4 l.. 998' I _I 0 TOP WALL=994 BOT WALL=993 12.2 • ® CONC. 1_ STEPS 30 FT2 32.3 - 001 0!!f Da j 1 1 A 16 1N410 LS# 6507 7d-LANDSCAPE ELEV=1001.25-\ Ilra / a TMBER 1 / 1f S79°47'1 On Al c.� 39.68 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. /11.. KURT D. NELSON oo 0 1" od o� 18.8 21.7 1' I I1100� CaN kr2 CONSTRUCTED HOUSE 4,510 FT' OUTSIDE CONCRETE FOUNDATION WALL DIMENSIONS SHOWN w TOP WALL-1000 - BOT WALL=998.6 �$@ n 9.0/ 8.2 N Yl 4.0 1002.31 a. PORCH 272FT' 10013A 6.6 . 8.5 7b0co le CP Oe ui N d, 11.5 m 5.8 O‘ 27.0 I 4 I d e 1001.57 d (2.7 y • 90 994 g96 r 1001.12 END 1/2"I.r (1' N. OF STEEL POST) 1 _ 11 1 COT10NW000 6' 985.28 00 1.2-- MAPLE g91672 9177 ASH 161N X2 00, pta� MpPt-g9 6l 998 992,436 7000 II A000 2a ASH 121N 9 11?4N Sa 1000 54 ASH ASH121N ASH 1214, 1007 23 papoo9. 101N , A0D0 >5 SCO TCHPINE 12 fN __`-^CONCRETE 02. b PAD 55FT° 9� PRUCE -43.0- LANDSCAPE ROCK A 100039 2 1N .-FENCE LIES 0 7EAST OF / LOT LINE --- rod- ---07 * 1000 63 SPRUCE 12 IN 8.9 torn • EklgnNo '�13 CONCRETE 4 • DAWALK Y , o ° 1p4/ 4234�T' boal.al • ` °4 A a N , d' 0 , e ° p1:5 10O1.30 • ' 4 d' . , 4 d ' 14 . d . ° .4 A. ad d. a °p1° 1001.24t e < . ° 5�0 . °1-. d d LANDSCAPE ROCK 700770 Ar EXISTING BITUMINOUS DRIVEWAY 1000.88 *cool 45 OAR 12 IN X3 115.29 DRAWN BY: CBS JOB NO: 18103LS I DATE: 07/19/19 CHECK BY: KDN SCANNED 3 220CT20 75 OS OHWL SNN NO. DATE DESCRIP110N BY 7 DETACHED GARAGE 546 FT2 1001.38 GAR FFE 4.1 1000 82 MAPLE 61N 1000.58 700004.1. 1000.74 rei 94:0 • LANDSCAPF TIMBER X ON TB BENCHMARK NORTH - TOP NUT HYDRANT-. BENCHMARK \ Dote: 220CT20 License No. 45356