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HomeMy WebLinkAbout18293 Glacier WayRECEIVED By Lucas Ritchie at 1:50 pm, Jul 06, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA195495 Legal Description: Lot 8 Block 1 Subdivision: GLACIER CREEK 2ND ADDITION Address: 18293 Glacier Creek 18293 Glacier Way We -F hereby certify that on 22nd day of June , 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: gP .ter J Hawkinson �i Signature: / i Date: June 27, 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 U X 981 1,....I980.7 CO co C+ , x 981 �1 981 1 • X 981.0 N N X 980.6 LIJ N N - X 980.6 0 X 980.5 X ,80.8 X 90.7 $0 X 1975.8 V Y CD 090 I N 976 0 3° u0 • a' I O I o • a I CI- =V X 960.10 >Y976 980 4 975 8 V X 976 2 (975.9) 1 N 76.4 N E.527536 41 97611 30 979 2 X 980.4 X 980.5 CO v (0 v N:177213.54 E. 527535.19 975.6 X19803 (976.7) 4 975 8 N89°01'45"E X 976 6 X 976.5 X 977 6 X 977 9 x9 -7 152.49 Vacant 40 a) N a) X 977.4 v X 977 7 M. ; 977.2 '976.5 X 976 9 X 976 9 _ x 976.6 X 9769 X 977.1 F- -� ' ^ ) -177.0 977.2 977 A "7A + :-.7 a ] 4. - '- �j 977.2 A O)_rJ~ 977.0 f •7.2 4 - ->i' s7z7 � 4 _ _ - - rJ ,'za5.a, 01 N 17728u.us 1 -- E•52769435 X 9784 8X 978.7 82.3` 27a3_ X 977 8 X 978.9 1n N 0) r3734 980.1 • • X 979.3 X 9793 X 978.7 X 979.4 0 976 5 X 976 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. 977 3 X 977 9 N89°01'45"E X 977i X 9792 s7 21.8 980.o1 ep To /9.7 979.8 8 0 * 979.8 X 979 6 37.7 JS 97E.7 X 9/i3.8- - ,•978.4 A SJO.* X 979 7 980.4 • 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 co 9.7 979.7 X 980.5 ra aded 151.35 designed and built by others. Lowest opening elevation per grading plan :980.2 Lowest floor elevation per grading plan : 971.7 House elevations (Proposed) / As -built Lowest Floor Elevation Top Of Foundation Elev. :(972.2) / : (980.2) / 980.2 Garage Slab Elev. © Door :(979.8) / 979.9 979 6...979 X 978 5 62 979 9 i 0 N, 977 6 .5266678 8 ---976.7 - 10 • X 978 8 _ 95.: 978.2 T 0 11) 0 979f .9 79 8 978 A �, v 980.5 980.0 " • X 979 3 N 177269 01 E 527675.18 977 2 X 977 7 M co 10 N 1 ~ 1 • 977.�977.5 • 9774 '977.2 ,4 , 9/65 •7 977 4 977., • N 177216.05 - I ' "376.8 E.527695 41 977'E 771 3791 - _9_» E I I 978.4 p) 1 \ 1 n '��'� \\,� *?2•„.1 ''' -977 6 . r977.1 - 97,3,2-' 9771 I n ---->>-- 40 • 77.2 Lot area = 11014 SF House area = 1864 Sf SF Porch area = 123 SF Sidewalk area =30 SF Driveway area =651 SF Total Impervious Area = 2668 SF Impervious Coverage = 24.2% REVISED 6/22/22 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 05/17/21. BY Signed: //PiArleer Er}gineering, P.A. Peter J. HaLI ( ibn, Irrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions 1 ) 05-26-21 Stake house 2 ) 09-02-21 Reetake house 3 ) 06-22-22 Grading As -built to DO UCQ Q( Z 0 6 � Q 0Z ON m Y W 00La � 0UU W 7-� JCe W O0 �0 Q C Q • co J - rn U' iJi o O "_ U 0 0 401 0 vz a 4c 0) . n 66 t.10 N y N