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HomeMy WebLinkAbout18291 Geyser WayRECEIVED By Lucas Ritchie at 8:59 am, Jul 06, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA 195498 Legal Description: Lot 10 Block 2 Subdivision: GLACIER CREEK 2ND ADDITION Address: 18291 Geyser Wav 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: �i9P .ter J! Hawkinson 9 Si nature: /i( Date: June 25, 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 X 973.9 974.6 x 973.7 X 976 0 @74 2 981 9803 6) 0 ,9 X$714 73.1 x 972.7 1r House graded 980 7 79.5 980 7 x 977.0 976.9 X 9754 x / X 972.6 /x > x 977 7 x 971.9 /9760 X 974,2, • _- 981 981 5 tob X 980 3 981.3 7> 94 9 E 52:273 73 979 9 • • O 979.6 x' N �v ,7 , 11 177�1 0 .41773410979 6 i 1 1 X 980 8 1 vl 1 11 } x 983.1 1 I 1 1 � 980.4 J� VI I II 1 II 982.4 V \ I I� (,�"110 I II �J� JOI 983.4 I 3 I I V x 981 7 r (983.5) It; x982.5 0 J9184.3 II Iv 983.7 1'787 1 6 978.9 • • • • •\. 78 ' r \�,p, 978.7 a I • 78.2 i� �� �� 9794 / X 981 1 / / / / / x 980 3 I \ I Q\ 1 I 9•9 60 I 0°32 3 II 9 0 St X 971.4 / x 97g4- / 973.4 / 972. /-, 6A 9 X 977.6Co x 972.6 72.6 3720 X 978.3 1 976 5 982y6` 982 4 0) 7Rk� X 981 44 982 9 c0 0 x98,10 z tob X 981.9 X 981.3 980.9 10 X 975.5 X 176.1 0 = a ` (I) C CD- 0 280 10 1 981 2 X 9812(982.0) ' 61 1 981 1 981 4 Lot area = 14159 SF House area = 1864 SF Porch area = 123 SF Sidewalk area = 33 SF Driveway area = 661 SF Total Impervious Area = 2681 SF Impervious Coverage = 18.9% L X 975 8 978 9 x X 977.8 X 976.6 X 977 41 0 X 977 7 x 979.3 X 980.9 X 980 7 X 977 7 x 981 1 980 1 to 979 4 X 978.6 x 978 1 . yTy.3 X 9788 X 978 6 21.8 983.7 x 982.4 984 4 984.4 CS 0.5 N:177347 82 E 52829&59 978.5 X 79.3 N.177320.58 E.52829&68 980.E 4' 11 X 983 61� 983 5 -- 25. 984 8 tob X 983.7 X 983.6 X 981 3 981 7 Y no. I. 981.7 981 9 8 981 9 X 982.0 982 2 X 981.5 x 981 7 X 9821 X 982.4 982 6 „ 982 9 1' n 00 .I 983.4 N89°53'11 "E 142.07 183RD STREET WEST • • ❑O X 000.00 (00000) (Anctrikrfinr\ Notes• T. ins}a( 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. 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 REVISED General Notes: 1. Grading plan by Pioner 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. PItNEERneering, PA CIVR. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dnve Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ploneereng com Project # .121109001 (Folder #:8511 (Drawn by CWM $ © Pioneer Engineering Lowest opening 983.9 980.2 981.2 982.0 983 7 983 9 X 10 X 9793 II II II II 30 981 (984.9) 984 1 984.2 4.3 elevation per grading plan 979.4 Lowest floor elevation per grading plan 976.4 House elevations (Proposed) / As -built Top Of Foundation Elev :(984.8) Garage Slab Elev. © Door :(984.4) T.O.F. Elevation © Lookout:(980.0) Lowest Floor Elevation / 984.8 / 984.4 / 980.1 6/22/22 GRADING AS -BUILT We hereby certify to Brandi Anderson Homes plan or report was prepared by me or under and that I am a duly licensed Land Surveyor State of Minnesota, dated 05/10/21. Signed: Heter J. Ha )(Ion, tessitliai Land Surveyor Inc that this survey, my direct supervision, under the laws of the Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 10, Block 2, GLACIER CREEK 2ND ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 18291 Geyser Way, Lakeville, Minnesota House Model: Edgestone Elevation: N/A Buyer: Hina Singh 84.4 983 1 30 0' 10' 20' 111 Scale: 1" = 20' Benchmark: Top Nut Hydrant Elevation = Revisions Certificate of Survey for: Brandl Anderson Homes Inc 221 River Ridge Circle South, Suite 100 Burnsville, MN 55337 (978.7) X