Loading...
HomeMy WebLinkAboutSURVEYSCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 170203 Legal Description: Lot 11 Block 3 Subdivision: SUMMERLYN 6TH ADDITION Address: 19269 Impala Avenue, Lakeville, Minnesota RECEIVED By KHolloway at 10:42 am, May 28, 2020 We -I- hereby certify that on 18th day of Mav , 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: ,ter Ji Hawkinson Signature: c /---------• Date: May 21 st, 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 1044.8 N00°39'02"E X 1049 0 (1047.6) /1047 8 X--- 1047 2 1048.6 \\ \\ . V 10441 V x 1044.6 0 • 0) X 1045 2 N 1 1042.8 X 1043 5 ,,/043 0 x $ 10 1043.4 1043.3 rn nt I O A X 1044 5 X 1043 3 1042 X 1042 9 1041 7 1042 8 1041 6 x A 110 1041 5 X 1045 6 1044 2 X 1043.7 X 1043 8 X 1042.9 X 1042 3 1042.9 x X 10432 X 1043.0 (ra42?> X 1043 4 x 1044.1 X 1043 7 X 1043 2 4/64 28. / o�••� 1042.4 �).\_1042 5X X 1043.6 X 1042 9 X 1044 2 X 1044 6 x 1044.4 X 1044 9 ----� \ x 1042 7 X 1044 6 ��---_ X 10441 oaY:3----_-- g7. ___ -- \ 8 _------- x 10451 p---_-_- 1045.6 X 1044.5 1045 6 lrocont 1041.8 X 1044.9 X 1044.8 70 V 1042.4 4 / >7 1041.5 1042 1_ � X 1042 4 00.41. X 1042 8 1662.7 1044.7" 10450x \ \••. 10454. X 1045 3 X 1045.3 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. 10422 Iz S69 039 4)„ General Notes: 1. Grading plan by Pioneer last dated 01-26-7 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. X 1043.3 \ 1043.4 Sodded 1043 6 1045.5 1045.6 1045.6 1045.6 1045 3 X 10448 1043 9� \ X 1044.0 1044 6 X 10448 1045.5 1044.5 X 1045.5 1045 6 1045 6 x 1045 5 044 9 \ / 01045 7 /• 453� 0 X 10455 Lowest opening elevation per grading plan :1046.0 Lowest floor elevation per grading plan : 1037.5 House elevations Lowest Opening Elevation Top Of Foundation Elev Garage Slab Elev. (Proposed) / As -built : (1037.8) / 1041.0 :(1045.8) / 1046.0 © Door : (1045.5) / 1045.6 1045 2 X REVISED 5/18/20 GRADING AS -BUILT • Denotes iron pipe 46, Denotes ® Denotes ▪ Denotes ❑� Denotes X 000 00 Denotes ( 000 00 ) Denotes Denotes • Denotes 203s7 X 1044.6 1045 6 service television box electric box telephone box existing elevation proposed elevation drainage flow direction spike yOQ t/ ?g 1 r1 S@ Ili X 1044.9 x 1045.0 1043 9 1045 5 X 1044.8 044.2 1044 0 1045.5 • X.L 44.8 1045.5 1045 4 1045.1 / 1044 5 / 1044 7 i x iP 1045.E / ). 1045.1 1044.- 104 M1044.4 1044.3 1044 9 Q44. 1043.9 / / 044.0 / 1044.2 / 1043 8/ 1044 3/ X 1044 4 1043 5 4 Q,43 5 043 4 / 1043.6 / 1043.8 043 9 1043.3 / // / Lot area =13906 SF House area =1782 SF Porch area =103 SF Sidewalk area =45 SF Driveway area =714 SF Total Impervious Area =2644 SF Impervious Coverage =19.0% 1043.3 , 10429 / / toa29 / `/ / // / We hereby certify to Lennar Corpor tion thah 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 05/31/19. BY Signed: //PiArleer Er)gineering, P.A. Peter J. HaLKItlSbn, lrrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com Scale: 1" = 20' Benchmark: Top Nut Hydrant Lot 10 Block 3 Elevation = 1046.12 Revisions 1 ) 06-06-19 Stake house 2) 05-18-20 Grading As -built Y 0 N 4- 0 (1) L 0) L z +' v 0 4-, -1-' y O co O_ 0) 0 U L O O CT3CD:>% 1->- ▪ L+,J L JM �O 0 M V) C 0 0-4 W O U U v 0 0 8) E to N 0) 0 vz a g.E7! L bA (j0 N y N M 0