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19270 Huntington Ave (2)
CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 187092 Legal Description: Lot 11 Block 1 Subdivision: SUMMERLYN 9TH ADDITION Address: 19270 Huntinaton Avenue. Lakeville. Minnesota RECEIVED By Joey Pesik at 8:35 am, Aug 05, 2021 We -F hereby certify that on 4th day of Auaust 2021 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 .ter 1/ Hawkinson Signature: c. / Date: August 4, 2021 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 11x17 II LL I I o Dv Ln Z ; 00 it QI Z` 01 - I 0 I ZI I- Z ton 0'51 "W 30 • ( 1049 1 X • • 0) .F7c� 1050.3 ,, 0d49'1 TY • -g"'Q x 1049.6 /048.9 < X 1048 8- iu ry.c In -��• 0488�� 1048.9 s d a XI10486 1048 2 i' 1 ist- 11 I 0 tl .I m s (NJ1048I1x in ^ in> ' < I I 1048.4 0 +----1- 30.5 ----- 1048 8 X 1050.1 1048 7 X 1050.8 n IU4 x 1048.7 x 1048.6 X 1048 7 1048.5 v 10474 \ 047:51 1 I 1 ' 1 11145.9" 54, 046.9 • 4 • e 1K 043.9 1� 1 1044.1 1 I 044.( • 10 104¢ 1047 9 1048 4 5X 10 I X 1045.0 043.2 1042 5 »� [ �1042.2 j104 < 1042,0 ;Y vns 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. General Notes: 1. Grading plan by Pioneer last dated 10-24-19 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. 1n 1048.7 1048.8 x 1047 8 10472 S89°49'09"E 1 1054.8 10560 X 1049.2 1047.3 x 1u4u tN 1048.0 X X 1n 1047 3 1 10489 1049.3,x 1n4AR 26.0 jf/048.5 1048.6 4.8 / 44.2 1048 2 ,"vo•'' ••1045.1 House x 1046 4 1044.5 X-1044-5 1045 2 1043.9 X 1040.9 04.3 7 40.7 1040 4 1040.1 X 1039.9 x 1039 91 26.0 / / 1040 9 1046 2 1 47 8•X 1044.8 1046.4 to • X 1045.4 X 1042.6 X 1041 6 1047.8 1047 xSox 1047 5 1047.5 , 1047 4 X 1045 8 x 1044 1 1042.7 x 1042.8 X 1044.1 X 1042 6 170.00 X 1043 2 1041 5, to X 1042 7 X 1041.41 X 1042.9 I X 1043.2 1043.4 1042.8 1042.3 1042 0 co' k110408 < 1041.2 X 1040 4 x 1040.5 X 1039.8 x 1039 X 1039 7 X 1039.7 X 1039 1040 8 - 10- 40 4 x 1039.9 I X 1043.0 x 1039 9 )J 1038 2 X 1043 5 X 1038 8 1 x 10401 8 X 7x11039 4 X 1043.7 )CIJ043.5 X 1040.0 x 1041.7 x 1040 2 X 1038 2 X 1038.9x 1038 5 X 1038 1 S89°49'09"E • Denotes iron pipe 4•60 • Denotes television box ▪ Denotes electric box E Denotes telephone box X 000 00 Denotes existing elevation ( 000 00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes proposed retaining wall Denotes service designed and built by others. x 1038.0 170.00 Lowest floor elevation per grading plan : 1041.1 House elevations 1036 5 1037.2 1n X; X 1034.8 STORM BASIN 10 OUTLET=1031.0 HWL=1035 0 1039 4 �l r, 1U x 1041 6 X 1042 0 v 1040 7„ (1138.2) X 1044 0 10471�r' O 1043 5 1047.2 , 1 43.03 X 10412 1 x 1 o391a X 1040.1 X 1042 0 1046 7 �� X 1043 0 1045 1 X 1044.3 11 V XY038.8 1040.7 X 4 /1038 0 X 10394 X 1039 0 1039 8 4I1,\1043 0 1040.6 V10373 X 1039 4 >s +, Q 3 -0 4) C 0- 0 N C N O E c 4) o 0x 1041 3 011) 1035.7 41.87 x 1035 6 Lot area = 14450 SF House area = 2360 SF Porch area = 151 SF Sidewalk area = 29 SF Driveway area = 801 SF Total Impervious Area = 3341 SF Impervious Coverage = 23.1% A IUJt. �.MZ\ 1050.4 X X 1049 8 1048.7 1/ 1040 7 �1050.2 1050.0 x, « x 10481 1045.3 1044.6 1048.5 X '^�412146 4 1045.5) 1045.4x 1045 3 142.1 X ; 1045.0 044.8 J�1043.2 ;Tel1041.SX N x1043,4 10,,5 4 p�p1043 9 ) 10414,2 X 1Q40.9 Sr, REVISED 8/4/21 GRADING AS -BUILT (Proposed) / As -built Lowest Floor Elevation :(1041.1) / 1041.3 Top 0f Foundation Elev. :(1049.1) / 1049.3 Garage Slab Elev. © Door :(1048.8) / 1049.0 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 10/13/20. BY Signed: //PiArleer Er)gineering, P.A. Peter J. HaLI ( bn, trrotes\ onal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0 0 Ln 00 S00°10'51 "W 0' m N N N 10' W LLI 0 0 2 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation =1071.14 Revisions 1 ) 10-14-20 Stake house 2 ) 02-04-21 Foundation As-butit 3 )08-04-21 Grading As -built L) 0 7-, vz a4; 4 L 51, yx 11.10 N y N U 3 A to rn r� co at -o 0 w rn t9 o 0 to [ M w • at C) lr