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HomeMy WebLinkAbout19272 Hillcrest AveRECEIVED By Lucas Ritchie at 3:11 pm, Aug 16, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA192584 Legal Description: Lot 10 Block 3 Subdivision: SUMMERLYN 9TH ADDITION Address: 19272 Hillcrest 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 J! Hawkinson 9 Si nature: / c C - Date: August 10, 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 30 i 1059.0 �2 1059 8 CO 10583 ,, 0586 1 1 1 1 1 1057.2 1054 8 N:172775.02 E 518637 86 1053.6 30 1058.3 x 1053.9 10 1058.0 -4 ) h 057 4 056 6 01 X 1061.4 .1058 2 N87°33'58"E House I1066.10tRough b 10645 X 1060 9 1059 7 1057.6 1057.4 X 1057.4 X 1058.5 v1058.1 11 X 1057 7 I- 30.5 N:172796 74 I E 518651 21 I 1056 0 X 1057.2 1058.7 X 1058 5 1058.9 1059 3 tob 0 1 (D 0 1058 6 1058.6 X 1058 3 10 1057 2 57 7 1056.0 No 1057 6 055.2 SO/. 1053.9 N 81153 7 1053 0 1053.7 IX X 1053 9 0 053 9 1054.3 1054.3 X 1054.0 Lot area = 12810 SF House area = 2351 SF Porch area = 80 SF Sidewalk area = 0 SF Driveway area = 1391 SF Total Impervious Area = 3822 SF Impervious Coverage = 29.8% Construction Notes 1056.0 %� 54 1 X 1054.1 X 1054 4 1058.6 1058.9 N 1f0/° 0 CD CD/'1 /Pi 1,15.0 1059.2 1059.1 '2 '1 __. 7.8 4. 1054 8 10551 tob 1058 5/ O 1056 2 Io_ ID 1058 0 / 44.0 151.33 x 1055 7 1053 6 X 1055.5 10511 X 1054 7 1052 7 059 2 1054.6 1057 5 1056 4 1054.9 4 10527 - 1055 6 1035 2 1054 8 1054 9 1 nri1 4 1052.6 054.3 S87°44'24"E 1053.5 054.6 House • 3.Oo • X 000 00 ( 000.00 ) 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 Wall will not be installed if the grade is 3:1 or less 1050.3 X 1053 2 X 1053.8 1054 • #' 1051 4 t0' w0 ' DD 1051.2 1051.0 X 1053.7 1054.2 X 1052.8 X 1053.4 X X 1053.5 1053 8 X 1053.9 1052.3 00 X 1054 9 e l.) 0 1 1052 2X 1053.4 cri 1052 2 I X 051 5 IX 1052.0 10 r.= 1051 10514 nr 1 X 1050 6 1050.9 1054 3 �Q54.1 X NES'• • : 10535 1050 8 1050.9 1050.8�40. 1052.1 1050.5 X 1050 5 AK10513 1050 5 X 1050.4 X 1050 0 X 1049 8 __ Y ---- 1497 10501 yy X 1050 0 X 1049.8 X 1050.3 t o8.6 " %% - X 1048 7 X 1047 5 1049.0 • •A1 y048.2 1046.E 10463**� 104E 3 050.01046.0 1046 8 X 1046 2 X 10471 142.88 Denotes iron pipe Denotes service Denotes television box Denotes electric box Denotes telephone box Denotes existing elevation Denotes proposed elevation Denotes drainage flow direction Denotes spike Denotes proposed retaining wall designed and built by others. 10 X 104941 1046.5 x 1047.6 O -%%- X 1045 6 x 1045 6 u x 1045 3 X� T� O a 10 c 0 0) O EX c 0) O 0 � N 10 X 1044 8 ---- X 1043 4 X 1043 6 X 1043.0 1049.7 ,048.9 10471 1044 6 X 1052.1 A X 1051 9 X 1050.9 X 1049.6 x 10474 r X 1045.6 1042.8 61043 4 0 N 17277717 / E 518804.55 / 1043.2 / /N:172767 94 E:518798 26 1041.8 X 1042.E � I 10111941 6- O i v II 11042 4 X 1041.3 Lowest floor elevation per grading plan : 1051.1 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Slab Elev T 0 F Elevaton (Proposed) / As -built : (1051.4) / 1051.4 :(1059.4) / 1059.3 ® Door :(1059.1) / 1059.1 Lookout : (1054.6) / 3:1. REVISED 07/13/22 GRADING AS -BUILT REVISED 08/08/22 GRADING AS -BUILT 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. k PISNEERengineering,PA CIVn. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dnve Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ptoneereng com Project # .120135025 'Folder #: 8395I Drawn by CWM © Pioneer Engineering 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 05/05/21. Signed: eer Engineering, P A BY: res- sltirlal Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 10, Block 3, SUMMERLYN 9TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 19272 Hillcrest Avenue, Lakeville, Minnesota House Model: Independence Elevation: B4 Buyer: Holthaus X 1042 6 X 1041 7 NO0°10'51 "E 0' 10' 20' 111 Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 4-5 Block 2 Elevation = 1052.01 Revisions 1) 05-06-21 Stake house 2) 05-12-21 Revised Garage 3) 05-13-21 Restake house 4 ) 07-08-21 Driveway 5) 07-13-22 Grading As -built 6 ) 08-08-22 Grading As -built Certificate of Survey for: Lennar Corporation 16305 36th Ave N Ste #600 Plymouth, MN 55446-4270 Phone: (952) 249-3000 / Fax: (952) 404-1909 tr