Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19258 Huntington Ave
RECEIVED By Lucas Ritchie at 11:18 am, Aug 19, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA188394 Legal Description: Lot 10 Block 1 Subdivision: SUMMERLYN 9TH ADDITION Address: 19258 Huntington Avenue We -F hereby certify that on 8th 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 _1 Hawkinson 9 Si nature: / c �( - Date: August 15, 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 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 10-6-15 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. • Denotes iron pipe 4Oo Denotes service ❑O Denotes television box • 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. .4 HUNTINGTON 30 105E 9 057'.�i 1056,5 1 E.519010.88 1055.3 O O N 172888.71 E:519028.08 10578 X 1057 7 1060 0 X 1061 5 x 10618 S89°49'09"E Existing House 10615 .^ �. x1060.3 0) 9 1059.2 LO N 172855.48 1056 4 x E.519034.55 1057E 1055 8, , filr0 1055 7 k 55.✓ O 0558MI1055.8 0 055`( • 10546.; 1054.9 10 x 1055.1 • '--- , 1054' :4 " 70544 • 1 • • N .1a52 2 • 1053 p ' 4 10522:' 10 1050.01 1048.( 30 T 1055.7 X 1055 3x 1060.3 " 1057 2- 1056.1 X 1054.6 A 1054.0 X 1054.1 1051 0 X IUOU./ x 1047 2 0'i9` 1.1. . 1)053.6 170.00 Graded 1052.9 X 1049 6 X 1046 5 1046.3 /,I ITI /1T 1 L \J I 1046.5 X I v 10481 X N•172847 3< N 172848.92 E:519164.00 E. 519176.27 ey, 1045 0 1047 8 0 1046 0 1047- (10 4.7)44.19 1055.3 X 30.5 1055 3' ' 1055 4' 8Y co co 1054 0' 1051 4 , , 051.4 . X 1051 1 1042.5 1050 4 • 4 • N 72785.21 519025.700`11 5 1051 1 1 ▪ 050 4 X • • • N 1727609.95 (p E.519034.85 (p 1050 7x • 1050.3 L 1055.1 X 1054.6 X t 1056. 0 0) 105 1055 4 1055 1054.8' 10 .Sx - 1055.9 ob CO 1050 4 X 1046 7 X co 1054.1 X '-' 1047.0 X i 0 1055 5 55.1055.1 � 11051 5 9a/ 24.8' /01 , 25.2 1054 6 X 1053.4 X 1055.7 1055.8 x 1055 2 1nu 1052 4 x 1 52.9 34.2 (VJv.4 10471X 1047 6 1047.0 X 10473,, 1047 0 X 1047.1'•\ 1046 8 X 1047.2 1047.3 d 1047 4 a 1047 4 1047.E 1047 4 0 1047.5 0 N 10.0 10476 - • 10471 10478 1044.8 X 10466X 1X 46.9 1046 6 X 1044.7 X 1046 X 10454 Yv 1046 0 X 1045.8 X 1 01045 8 X x1046 8 1045 .9< 1049 0.1045! n�%n 4 : ` IJ1o492 ▪ E10491 1048 2 LC) . 1 48.3 Lot area = 14450 SF House area = 2283 SF Porch area = 137 SF Sidewalk area = 44 SF Driveway area = 774 SF Total Impervious Area = 3238 SF Impervious Coverage = 22.4% 1048 7 1048 6 X 1049 0 • 1047., 1048.3 X 1048 4 X too 1049 6 11148 1 1044 i 1044.8 X 1046 9 X Existing House S89°49'09"E 1042 By 10431 X 1042.E 1042.7x x1041 8 1042.4 X Sodded 170.00 1044.7 X \ 1041 4 X • 1041.0 X 1043.31X Y 79.51042 1046 1 Y T41 3 43.03 I 10451 (161)38.2) I 1040 7 Ir1044.6 X 1047.2 1047 6( 1046 6 X 1051 2 1051 0 •�� 1048.6 X %it\C • 10494i� P\ REVISED 8/8/22 GRADING AS -BUILT Lowest floor elevation per grading plan 1047.7 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Lip Elev. © Door (Proposed) / As -built :(1048.0) / 1048.0 :(1056.0) / 1056.0 : (1055.7) / 1055.6 10481 rrtt, \:11/11:: I qt.1049.6 1048 8 X 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 08/09/20. BY Signed: //PiArleer Erygineering, P.A. Peter J. HaLl( ibn, irrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com • 1052.1 104 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = 1039.13 Revisions 1 ) 08-13-20 Stake house 2) 04-16-21 Restake house 3 )04-29-21 Foundation As -built 4 ) 08-08-22 Grading As -built 4- 0 4) L L z +' 0 p 4 4- y O _ca- a) c oa :281 OOz+,J 0 0 Drnv (/) CD "v p4 )p7.1.4 L O U 0 v 0 0 J in m 9) -0 0 u•, n vz 5 a� 9) s 0), a>C c0 W 0 4) N 0) 0 0 2