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HomeMy WebLinkAbout18261 Glacier WayCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 192761 Legal Description: Lot 4 Block 1 RECEIVED [ By corlowsky at 3:54 pm, Nov 24, 2021 Subdivision: GLACIER CREEK 2ND ADDITION Address: 18261 GLACIER WAY We -F hereby certify that on 22nd day of November . 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: /9Peter 1/ Hawkinson Signature: _Al i' Date: November 23, 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 4 11x17 U l4 O 0 N w N N 980 9 O 980 6 L 979 4 X 00 0) 979 4 v` X980 6 979 5 X 980 j9.5 X X 979 6 980 9 X x 9796 X 974.9 X 971.7 975.3 971 8 u7 30X 975.4 X 9750 x 975.1 N89°01'45"E X 972.4 X 9727 972.1 972.3 x 973 4 972 7 X 973 7 973 0 155.86 Vacant X 975.4 „975.6 976.2 X X 976 1 077 0' JJi b4 C 979 4' 7C 971 8 X 972.4 972 5 XI 972.8 980.9 980 9 c„.4ir980 7 re; N I0) X 980.7 pC 981 0 X 974.9 r x1973.1 30 X 975 5 4 X 9735 8 6.073.E X 973.2 X 973 4 X 973 4 X 973 5 X 973.6 X 973.7 X 9738 X 974 3 x 975.1 975 5 X 9741 x 974.6 �974.0 X 973.5 X 973 7 974.6 X '177 A 38 0 97, / N X 973 8 X 974.2 978.4t03/"22.0" ,1 979 5 978 2 10 978.9-_- J 979 a 25.5 5.8 97871- I X 97 I` • x 9766 _-x,-� 1� 976.5 (p N I . rn 976.6976 .0 i a, a 979.8 /9 2 979.0 978.9 9789 979 0 10 976.7 --... 976.& X 977 8 44 978 4 -_/ / 21 8 974 S x 973.3 LO X C735 X 9735 x 975.5 X 973.5 X 973.7 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 4-21-21 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 974 0 N 89°01'45"E 9 /3 9 X 974.6 XL 1 X 975.2 0) N 0) • Denotes iron pipe 460 Denotes service • Denotes television box • Denotes electric box Q Denotes telephone box 000 00 Denotes existing elevation 000 00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes proposed retaining wall o1 01 9772.,4/ X 977.3 Vacant 155.79 designed and built by others. Lowest opening elevation per grading plan :975.4 Lowest floor elevation per grading plan : 972.4 House elevations (Proposed) / As -built Garage Slab Elev ® Door :(979.3) / 979.2 T.O.F. Elevation © Lookout:(975.6) / 975.5 X 978.4 • 974 977. I 140 1 1 I I I 976.3 I 475 6 1 �I/ I 1 Jr I I 976 4 975 6 976 9 t[) 977.5 977 078 La ` • X i-L • < 977 0 977.3 9� ( N 0) I e C7 X 976.7 v '0 9770 {0 rr- l d• < 977 0 '1 I 75 9 D V J u hr I 0 41, I> _offal 0 o01 iL =1 9b6 1 I•O 9743 :'l7614 401 Lot area = 10925 SF House area = 1870 SF Porch area = 118 SF Sidewalk area = 33 SF Driveway area = 663 SF Total Impervious Area = 2684 SF Impervious Coverage = 24.6% REVISED 11 /22/21 GRADING AS -BUILT We hereby certify to Brandl Anderson Homes Inc 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 05/11/21. BY Signed: //PiArleer Er}gineering, P.A. Peter J. HaLI ( ibn, Irrotes) onal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' o0C r r l 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions 1 ) 05-26-21 Stake house 2 ) 08-24-21 Revise grades 3) 11-22-21 Grading As -built O 0 ao ) L to N a) Q Z -c C Z F ° - M • 0 U) O 1C1 0a) •->00 _- Q c O > 1- 0 CD J - O oz E W .00 0 m Y aa)) +' 3 0) ,°c w L u) - 0>> - Ce LU owL di V � 0 _ T JW O 0 (om C J c� - rn n O O - i)_ 0 -0 0 O < L oo at 0 o rn o o a N • 22 at o C) ay