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HomeMy WebLinkAbout19246 Huntington Ave (2)RECEIVED By Lucas Ritchie at 4:18 pm, Aug 29, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA189730 Legal Description: Lot 9 Block 1 Subdivision: SUMMERLYN 9TH ADDITION Address: 19246 Huntington Avenue We -F hereby certify that on 18th day of August 2022 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: August 22, 2022 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 v V 30 10614 • 4 • 59.I 4• • N , u5d:., 056.5 0571 10625 0 .03 601 1064.6 CC,,gg 1063.7 (7 N:172936.18 E.519030.58 1062.7 060 7 1 N J I i I I 1059.; I 1061 2 \0601I0 1059.7k I 10613x N80 g"E 11.6 _�• 10636 1063.7 x 1063.5 x 1061.4 ..1U61 8 cn 8�� �W 1061.2 1e8T�1tr� 5 8E co 062 9 L 1062 8 I. Job 1062 1 1062 3 ) I w�.0 1062 / gr 0 0 10620 1062 0 E 519026.0 X 1061.5 1057 6 X 1061 0 ) 05717x 1059.2x 1 0 0 1061 9 1061.8 rn Nose 1061 4 1060 4 1061.8 x 1059.9 10595 X 1060.6 �1R1 R .5 057 7 134.96 X 10571 1055.0 X 1058 4 ) 055 7 1060 2 1057 1054 5 X 056 5 1054 7 1055 X10560 N 1053 8 X 1053.7 1053 8 1053.7 539 Graded j x 1055.1 X 1055 2 X 10531 X 1053.2 X 1053 5 1054.3 x 1053.6 054 2 X 1054.0 1054 8 wo .44.2 / / / 1053.5 -X 1060.1 Th0571 1054.0 . 1 n 1057.9 1059 9 In 1060 2 1059 2 1055.7 V 1055 3 1052.7 1052.1 • N 172855 y E. 519034.81 '''''.�-` i" �� � .11 ,057 s 1 6 ;St�1055.E 1052 8 1048.7 1047 8 1055.8 1055.7 X �' x 1054.E 1047.2 .,104E 9 1055.E .172847.9?55• MI1 Ubb6 1Ubb / X 1WU :519010.8. I 1055,3 6 X 1055 6 X 1055.1 X 1054.4 X 1051.3 I055� X 1046.9 • X 1055.7 1054.E I' •` 1054.9 4 30\f •• X 1055.1 1055.8 General Notes: 1. Grading plan by Pioneer last dated 10-24-2019 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. .4 S89°49109"E 1055 4 House 1052.2 X 1047 5 1047 6 130.00 X 1047 3 Graded Lot area = 11840 SF House area = 2415 SF Porch area = 132 SF Sidewalk area = 60 SF Driveway area = 965 SF Total Impervious Area = 3572 SF Impervious Coverage = 30.2% 1052 8 X 1052.8 X 1053.1 X 1053 41 \X10529 (31 1051 9 ��• 1052.4 (1001.3) -1 I CP X 1053.3 9 X 1053 6 X 1053 8 X 1053 3 47.4 10 1052.3 x > •- 0 ,1 7 0) °.-' \ I 1051.7 Opt V 1051 1 I x 1 c E x x C (0 1049 8Y 0 0 0 CD 1051.94 v Y x 1051 51 v 172949.43 E.519165. 7 1051 3 < x 1054 0 I - x 1053 1 CV 0 X 1050 5 X 1050 0 1051.1 1 0 I1oas1 •a1047.7 1046 5 1045 8 vI v Y 1046.5x1 t 046 4 x 1oas.(1045.77)10456044.7) X 1047 0 If\ IlJ Lowest floor elevation per grading plan : 1054.4 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Lip Elev. © Door (Proposed) / As -built : (1054.7) / 1054.8 :(1062.7) / 1062.8 :(1062.4) / 1062.4 X 1046.4 LC) a_ X 1050.2 0 O X 1048.1 vN 2847 ` p6`_0°40 1 - 1051.4` 1053.9 N117284692 E•519176 27 1054.1 n 10478 • Denotes iron pipe 43O Denotes service O❑ Denotes television box El Denotes electric box ❑� Denotes telephone box X 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. 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 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 X 1057.9 X 1057 8 X 1055.9 X 1056.4 X 1056 3 REVISED 8/8/22 GRADING AS -BUILT REVISED 8/18/22 GRADING AS -BUILT We hereby certify to Lennar Corporation 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 02/09/21. BY Signed: //PmArteer Eggineering, P.A. Peter J. HaLI( ibn, trrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 3-4 Block 3 Elevation = 1068.98 Revisions 1 ) 02-10-21 Stake house 2 )05-13-21 Restakc house 3) 05-26-21 Foundation As -built 4 ) 08-08-22 Grading As -built 5 ) 08-18-22 Add Retaining Wall 0 4- fA O a) 41)) c N Mrs sal Q ' c O a -1-' 0 O 7. .6 n co 0 J O> C to Q CD•c a;w L 0 "0M C CDO L y O c C 'C +. J no c ow cTD v -0co �00 1° D m rnv co ) C 0 N (10 O 0 0 iii 0 y v p4 a T L 3 A to rn r� co a� •o 0 w o to ❑ r) o w a.) •22 at U 4. o C) 1r