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HomeMy WebLinkAbout18260 Glacier WayCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 192859 Legal Description: Lot 1 Block 2 I RECEIVED L By corlowsky at 1:39 pm, Dec 01, 2021 Subdivision: GLACIER CREEK 2ND ADDITION Address: 18260 Glacier Way. Lakeville. Minnesota We -F hereby certify that on 30th 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: (/P .ter 1/ Hawkinson Signature: IL C Date: December 1, 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 40 N89°01'45"E ^I ITI ( \JV I L_`J I L, I d I X 975.8 x 910.1 ,976. 76 2 x 971 6 X 970.2 975 5 X 975 6 • X9740 I • CD II� vn:• yyJj) lr 970.3 iUUUjjtti((( 9757 - 975 7 976.3 • y4 976.5 976.E 976 2 975 9 975 2 0 NI 977.5x I 977.6 978 6_ 978. 979 3 X- - - 10 1, 977 3 5.8 I - • 1.• f 976 5 • 9766 9!6 6 9767 i276.7 976. \ d 979.1 977 7 979 2 978 9 )79.0 977 ' 978.5 977 2 O 0) 977 7 N c. p T w o_ 978 8 979 1 9792`-290794 T O : 97 • O � O 0 N 9761 976f 97625.5 976 2 10 9768 r, • A ;769 976.9 977 2 in 976.2 077 0 9768 97' 4 cc; Q 977 0 . 4 r °'• I9770 9176 3 977 0' '-4.. I f.1 I 40 1 1<I 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. .4 X 976.7 979.0 979 0 x 38.0 975.4 21.8 978 973 6 N 22,0 °� � 977 5 X 973.6 /d.b 9780 Jb 0) X co 9763 X 976.2 MI -0I 974.9 X 975. Va ca n N89°01'45"E • Denotes iron pipe 4•60 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 7,7 x 972 6 Lowest designed and built by others. 139.38 969.61 1b93 9710 X 970.5 970 9 f39710x9708 0 0 r• a O 971 0 X 971 1 X 970.5 / 9708 X 970.2 969 3 c3 970.7 N 0) x 970.1 x 969 7 969 1 x 9700 X 969 6 O -X J68 x 969.8 1 969.7 X 969.1 \ 968 4 3.22 top0 \J \ 988'j),cs \ N \ 0 p, \\ 9691X / �0.. x 988 9679. I 'C 968.5 X 969.4 53.6 _` ��� 968J6x 1Q 1 r) 120.00 x 968 9 X 969 4 Ci;f aD r0 0) X 9687 X/970.0 M CO 969.4 969 2 CO 968 3 d' 68.2 3 964 4 /967.re, 1 ,s 68.0 68.0 Lot area = 9381 SF House area = 1870 SF Porch area = 118 SF Sidewalk area = 30 SF Driveway area = 652 SF Total Impervious Area = 2670 SF Impervious Coverage = 28.5% 966 8 X 970 6 X 969 7 x 9691 963.9 963 2 / /POND 963 2 963 2 * 963 2 REVISED 11 /30/21 GRADING AS -BUILT opening elevation per grading plan :970.9 Lowest floor elevation per grading plan : 970.9 House elevations (Proposed) / As -built Lowest Floor Elevation Top Of Foundation Elev. Garage Slab Elev. :(971.3) / 971.3 :(979.3) / 979.3 © Door :(978.9) / 978.9 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 ( bn, Irrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions 1 ) 05-25-21 Stake house 2 ) 07-22-21 Re -stake house 3) 08-24-21 Revise grades 4) 11-30-21 Grading As -built 1 N - 0 0 03 0 J L 0 co 0 0 g,