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HomeMy WebLinkAbout17923 Evershed WayRECEIVED By Hunter Dunne at 8:41 am, Aug 07, 2023 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS ILA208442 Building Permit #: Legal Description: Lot 14 Block 1 Subdivision: KNOB HILL OF LAKEVILLE THIRD ADDITION Address: 17923 Evershed Wav We hereby certify that on _ 28th day of July 2023 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. Exceptions noted. 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: /P to _ r Hawkinson Signature: c Date: August 4, 2023 MN License #: 42299 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 Encls. 1 930 930 x 930 297 9301 30 2 cO N.9Fn179541.07 O x 931.6 x 92 x 9291 0 0 01 1'' 931 7 x 926.6 0 / 979i4 929 r x 931 3 x 930 4 O x 927 g 927.46 10 1 11 x 928.E 9280 xl284 CCU N:179 Z18794 928.39 TREET WEST 17gTH S 20.00 0 R_35�5�53" 928.3A O x 926 3 928.5 929.2 1 1►' %/ 930.8; preThl° ent 1 pod k Per eaSe1 g 6 1�7 92 x 928 929 292 - x X 928.40 27 927 7 927.8 926.6 926 9269 X 9284 x 9297 x 929 g 93 0 x11929.1 930 6 1---x- - x\929 6 - - x 928.6 1 1 930.1 x929 2 929 X ` x 926g 929.5 11 14 x 929 2 x 928.13 x 929 5 1 1 928.9 1 x 929 x 9301 56 49.3 - x s302 928.5_--- 929.4 X 930.1 X x 929 3 929 5X 9 X 9101 1 x 929 7 _ _ 1.� - - x002 929 4 929.5 (3 930.0 930 5 X XI • Lot area = 13478 SF House area = 1755 SF Porch area = 102 SF Sidewalk area = 66 SF Driveway area = 631 SF Total Impervious Area = 2554 SF Impervious Coverage = 18.9% x 930 2 x 930.6 x 930 6 x9314 x931g 932.3 932 4 O / 930x 932.0 308 x.- x g - - 3 � _ _ W 93- 1 3 _ 930.2 x 930 6 x 932 0 9331 93366.8 )\___ tob x 928.5 x 929.0 x 9291 11,. I��29 3 x 928 2 X 932.3 x 933 4 933 g 933 8 x 93134 926 2 x 9322 25. 925 9252 925 925.9 925 3 x 92,33 x x 932 g 9251 925.8 N CT x927.1 x926.8 9270 x 9281 x 9301 929 --1 '10 9331 925 0 92g(3. 925.1 j (� N- i�� W Ld 0 25 x931711 x930' x93211 x 931.1 933.7 933 0 932.8 1 A31932.k4 1 sir �1�$ 19329932.7 1 I / I O 1 < 3S Co 0 933.0 0 � I I 1 1 931 932 25.5\- S83°10'19„w • Denotes iron pipe Denotes service ▪ Denotes television box 1.1 Denotes electric box ❑� Denotes telephone box 000 00 Denotes existing elevation 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes proposed retaining wall designed and built by others 4.6o (y\nctri `, f inrc Notes lnslalf rock construction entrance 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1 0% 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. Wall will not be installed if the grade is 3 1 or less. General Notes: 1. Grading plan by KJwalk inc. last dated 04-26-21 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for approved construction plans. 4 No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown on the recorded plat. 6. Bearings shown are based on an assumed datum. k PItNEERneering, P.A. coin. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dnve Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ptoneereng coin Project # .121274001 'Folder #: 8693'Drawn by JWF © Pioneer Engineering 934.3 934 0 kx 9t Existing House 934.0 120. 33.1 _- 03 4 x 933.4 934.5 x 935 9 xo9322 CP 9321 x 9331 932.5x x g34 4 Lowest floor elevation per grading plan House elevations Lowest Floor Elevation Top 0f Foundation Elev 925.0 926.2 1 1 �f 1 927 11 (1) tp --.1• 928,0(Ann Cr1 1 I 1 I I I rn 8.Ss \ � 9296NT \ y 1 CJ 1 931 6 A9�7 � \ 1 931 1 30 \ I (Pr000sed) / As -built : (926.8) :(934.8) Garage Slab Elev. ID Door :(933.0) T.O.F. Elevation © Lookout:(930.0) / / 934.8 / 933.1 *drop 1.4 ft* / 929.9 0' 10' 20' REVISED 7/28/23 GRADING AS -BUILT 111 Scale: 1" = 20' We hereby certify to Key -Land Homes 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 09/28/22. Signed: BY: res- sltirial Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com eer Engineering, P A Lot 14, Block 1, KNOB HILL OF LAKEVILLE THIRD ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 17923 Evershed Way, Lakeville, Minnesota House Model: N/A Elevation: C Buyer: Model Benchmark: Top Nut Hydrant L1-2 B2 Elevation = 934.82 Revisions 1) 11-03-22 House stake 2 ) 07-28-23 Grading As -built Certificate of Survey for: Key -Land Homes 17021 Fishpoint Rd SE Prior Lake, MN 55372-3326 Phone- (952)440-9400/Fax: (952)440-9405