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HomeMy WebLinkAbout17856 Essex LnCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 173484 Legal Description: Lot 1 Block 1 Subdivision: PHEASANT RUN OF LAKEVILLE FOURTH ADDITION Address: 17856 Essex Lane. Lakeville. Minnesota RECEIVED [ By Christina Orlowsky at 4:09 pm, Jun 17, 2020 We -F hereby certify that on 29th day of May , 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. 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: �i9P .ter J! Hawkinson 9 Si nature: /i. Date: June 2, 2020 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 11x17 ESSEX LANE 0000 .17.84 1f O O O N NO0°14'07"E 920 9 (923.5) Vacant (919.0) Lot area =10201 SF House area =2006 SF Porch area =23 SF Sidewalk area =72 SF Driveway area =612 SF Total Impervious Area =2713 SF Impervious Coverage =26.6% (921(.5) 921 5 921 4 X 922.2x0 N N 922.4 to X x 921.6 921 2 921.0 X 921.3 921 2 S89°45'53"E 920.7 920.6 x � 0 1 921.5 921 3 922 0 5.6% 920.5 920.5 921.5 121.4 85.04 921.1 92Q 920.8 O X 921-.4 x I-X 921 7 51 921.9 x gs�¢1.9 19227 X 021 7 x 922 2 922.7 922.3 2218 „922.8 22 tr) 9A0 5 sz2.3 4.0 921 2x • I's5.0 922 923 0 919.0 919.9 x xgVf 00 O) 918 2 X 918 4 X X 918.2 918. 9X8.Z. (917.9) X 916.0 919 X 7 X 18.5 918.5 X 9$.4 5 I x918 3 X 918.2 a 917.6 918 6 X 918 2 0 917.4 X X 921 4 X , 9191 -918.17 In X 9185 Driveway 28.0 X 918.9 922.5 . ) :r) 922.7 21 House o1st,*6.0 1 X 918.7 (HWL) X 918.0 919 5 x 918.9 X 922 3 922.8 922.8 X 922.4 923 0 923 1 923 OX 922co `. N 9197 9195X9188 X 918.7 921.9 X 922 0 X 922.2 0 920.4 IC 920 8 110 X 920 9 0 6x X 9211 9 921 9 920.3 X2do 226--' :9198 920 0 I 920 3x CO X 922 1 N' 920 0 9¢b.r 920 0 9 30 �19 6 919 9 : 919 6 921 3 919.4 xi193 x <• ; 919.8 919.9 9i,99 • '. 919 8 X 918 fS x 919 8 920!0 I 'd x 91813 X J Drainage and utility easement per plat 917.3 x917. S89°45'S3'E X 916.2 X 916.2 x 915.6 X 915.0 x 915.6 84.98 9179 5�5 DfVOL=914.95 \-.s-__Edge of water x --1V�991 13HWL=917.72 05-29-20 /11 ITI /1T A \J \J I L _ \J I 1-\ • Denotes iron pipe 48, Denotes • Denotes ▪ Denotes ❑� Denotes X 000.00 Denotes ( 000.00 ) Denotes Denotes • Denotes Construction Notes 1. Install 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 General Notes: 1. Grading plan by KJ Walk last dated 3/28/18 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 i4 PISNEERengineering, P.A, CIVn. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCnr2CTS 2422 Enterprise Dnve Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ptoneereng coin Project #-118308005 'Folder #: 8279 'Drawn by M TW $ © Pioneer Engineering service television box electric box telephone box existing elevation proposed elevation drainage flow direction spike X 915 9 7K®19.7 X 919.6 919.8 911.9 • 9198 919 9 (919.81919.( )� X 919 7 919 8 . 9197 X 919 2 a , 919.8 : 919.7 ) 319 3 30 • • -319 5 9198 : :8195 .9199 • • : 919.5 ' 919 5 : 19.4 94 919.4 Lowest floor elevation per grading plan : 920.0 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Slab Elev. © Door :(922.8) O O O N NO0°15'39"E (Proposed) / As -built : (920.0) / 920.0 : (923.2) / 923.0 / 922.8 REVISED 5/29/20 GRADING AS -BUILT 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 07/29/19. Signed: eer Engineering, P A BY: 1es- sltirial Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 1, Block 1, PHEASANT RUN OF LAKEVILLE FOURTH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 17856 Essex Lane, Lakeville, Minnesota House Model: #2650 Elevation: C Buyer: Robinson 0' 10' 20' 111 Scale. 1" = 20' Benchmark Top Nut Hydrant Lot 1 Block 3 Elevation = 922.63 Revisions 1) 07-30-19 Stake house 2 ) 05-29-20 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