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HomeMy WebLinkAbout20168 Harvest Dr.CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 177°45 Legal Description: Lot 10 Block 4 Subdivision: BERRES RIDGE 3RD ADDITION Address: 20168 Harvest Drive. Lakeville. Minnesota I RECEIVED By Christina Orlowsky at 11:58 am, Jul 29, 2020 I hereby certify that on 23rd day of July . 2020 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: Jared J. Av beck Signature: G Date: 07/27/20 MN License #: 53642 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 W:\Government Info\City\Lakcvillc\Certification of Grading.doc ^T A L_v I �r /1T L. I SURVEY LEGEND Property Dew, i ion: Lot 10, Block 4, BERRES RIDGE 3RD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. I /lT '1 1 L_JI I I 1025 9 x 10265x 1028.4 x 1030 2 BEE S89°47' 12"W 72.50 1025 7 t \0' 5 f x 1026 8 1026 9 x 0 M O o M / 03 / N / 0 / to / 10318 , / /// PROPOSED LO / GF - 1033.2 / //////// TF - 1033.6 / / LO - 1028.1 / / BF - 1024.9 / / ///// /' 1033.1 ' 1031.9 JOB #: 87650-191 FIELD CREW AT DM DRAWN BY: JPR CHECKED BY DBP DATE 11/8/19 1033.2 x 4 4 a 1033.1 x 0 x10276 O O N EXISTING WALKOUT 0 20168 HARVEST DRIVE T1025 x 1028.4 WOE= 1030 0 x 1028.2 0 1030.5 x BLOCK 4 LOT 10 x I 1 3 ' 1036 4 " fl 5 fT - D IP 22: 1033.3 - 1032.9 1033 5 e � a < • N in 0 1036 9 \C):5 1037.2 x 0 v; CURB STOP 1034.0 FFE= j 1039.1 1 20.0 STOOP 0 1037.2 1030.9 x 1031.3 1031 7 1036.0 20.0 x 1032.3 :4030.6 FND IP 42299 1029.2 /029, 4 5 1030.5 (V 0 x v co r•+ 2 11.2 C. ^ I u7 ui M O o O GFE= N x Ili 1037.5 M 0 110 0 112 1036819.0 /� i `IOF,'-` --1-- 4: Q37.1 i * 5 d. M J 0 ❑E •1' 1 10372 e0 i 1034 7 1106b.13 1036 1' 4 4 1035.5'. j037.1 036 8 1035.2 11036.3 S89147 I2"W 72.50 HARVEST DRIVE REVISIONS WALKOUT OPENING 2/7/20 JPR WALKOUT GRADING 2/10/20 JPR RESTAKE OFFSETS 2/11/20 MA GRADING ASBUILT 7/24/20 JPR 10312 x 10318 x 1032.7 u) 20 xC) O „ 1033.8 ////////////// W / • / • / O / / PROPOSED WO 0 (/> / GF - 1041.9 x 1038 1 / TF - 1042.2 / BF - 1034.5 I0361 1041.3 x 1039.8 x 1039.2 FND IP 42299 1037.8 " I037.9 c 1037.5 0 co 4 4 d 4 4 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 476-6000 / / / / / ' / / v QC STORM DRAIN CATCH BASIN N GATE VALVE i7 HYDRANT • IRON PIPE SET • IRON PIPE FOUND © SANITARY MANHOLE '9725 GROUND ELEVATION (9725) PROPOSED ELEVATION WETLAND BUFFER POST HAND HOLE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL UTILITY PEDESTAL SEWER SERVICE ELEVATION EXISITNG TREE PROPOSED TREE PROPOSED TREE BITUMINOUS CONCRETE - � CONTOUR PROPOSED l" o_ CONTOUR EXISTING DRAINAGE ARROW CONCRETE CURB -> - SANITARY SEWER >> STORM SEWER I -WATERMAIN - PROPOSED SILT FENCE - DT DRAIN TILE -x-x- FENCE -BSBL- BUILDING SETBACK LINE 0 ❑H ❑E (000 o) 0 0 C Hardcover Asbuilt Lot Area = 9,425 S.F. House Area = 1,778 S.F. Driveway Area = 709 S.F. Stoop Area = 68 S.F. Sidewalk Area = 57 S.F. Deck Area = 265 S.F. Total Area = 2,877 S.F. Coverage = 30.5% CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR STONE COTTAGE CONSTRUCTION 1. Address. 20168 Harvest Drive, Lakeville, Minnesota 55044 2. Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 3 Must maintain a minimum 2% slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 6. A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 7 Proposed grades shown adjacent to building foundation refers to top of black dirt 8. Verify sanitary service invert prior to any concrete work. 9. Benchmark: TNH @ North side of 202nd, 200' East of Highview = 991.87 Development Plan Data - LO Garage Floor Elevation Lookout Opening Elevation Basement Floor Elevation Proposed Elevations - WO Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Lookout Opening Elevation Proposed Basement Floor Elevation Asbuilt Elevations Asbuilt Garage Floor Elevation Asbuilt First Floor Elevation Asbuilt Basement Floor Elevation Setbacks Min. Street Setback = 25' Min. Side Setback = 7' Min. Rear Setback = 30' =1037.4 = 1032.4 = 1029.4 =1037.5 = 1037.8 = 1033.0 = 1029.8 = 1037.5 = 1039.1 = 1030.0 L DRAINAGE AND UTILITY EASEMENTS ARE SHOWN HEREON FROM RECORDED PLAT AND LABELED AS SHOWN 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. Dated this 15th day of January, 2020. Jared Averbeck, PLS javerbeckgsathre.com Minnesota License No. 53642 Section 28 - Township 114 - Range 020 20 10 0 10 20 40 • • SCALE IN FEET