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HomeMy WebLinkAbout18150 Garland PathRECEIVED By Lucas Ritchie at 9:22 am, Oct 21, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA199124. 199125. 199126. 199127. 199128. 199129 Legal Description: Lot33-38Block 2 Subdivision: GLACIER CREEK 3RD ADDITION Address: 18142 18146 18150 18154 18158 18162 Garland Path We -F hereby certify that on 11 th day of October 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: 0/ter J Hawkinson �i Signature: / i Date: October 13, 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 0 REVISED 10/11/22 GRADI N\ G AS -BUILT / r- vl oz.ci � 0 ci m iT X ri X a X R°u h°'Se L Construction Notes: a r -4 w cm\ W X cri ei cn 0, X co O \ U:21 WiLPn� 1. Install rock constrution en rance 2. Install silt fence a neede• for erosid 3. Sidewalks shall drain awa from house a 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to 6. Add or remove foundation ledge as required. 7. Retaining walls are conditional; Wall installed if the Wall will not be installed if the grade is 3:1 or less. General Notes: 1. Grading plan by Pioneer last dated 5-22-20 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. N T r co N. 0 4. co a N 9 - -16.6 privewaY N 22.2 Garage House Sable 31.8 deck o O 0 -<-- 0. -1-""- GARLAND P ATH<= am N81 °39 57, j:N p 5.5% n P s1.32.00 Garage House Z �I Trilliurr 1 a 32.0 O - deck 0 0 en v? 0. 10.0 • 33% O X X control. minimum of 1.0%. n 0 0 0' 38.50 construction. x grade exceeds 3:1. N 0 a, 34 32.00 co O J Q• 0 0. D a, N co r- 0• 0, Garage 4> 4> ----- ._ • 3, 6„ Trillium r. 32.0 CO 0 X 32.00 0 0' X �x S81 °39 Denotes iron pipe 0 0 ws m ;arage 0 O 0 X S n 'gyp° Denotes service m ❑O a? DertvteST@fi�on ox x ▪ Denotes electric box • Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Denotes proposed retaining wall designed and built by others. 212•00 1\ ISA Mi g .1 P 7.8% rtP r, 32.0 -__16.6 privewoY - r S.E•W•°' Trilllum 93 4 32.0 deck 0.0 32.00 X Lowest opening elevation per grading plan :971.0 Lowest floor elevation per grading plan : 971.2 House elevations Lowest Floor Elevation Top 0f Foundation Elev. (Pr000sed) / As -built :(971.2) / : (974.4) / 974.4 Garage Slab Elev. 0 Door :(974.0) / 974.2 x 22.2 • Garage N 0 wts rn CA House Tnliium X 0 0 9.8 c• o 1.3 rn n rn 0 x IWL=960.0 3T .00 208•53 a, X Lots 39,44 Lot area = 6200 SF House area = 2652 SF Porch area = 90 SF Sidewalk area = 92 SF Driveway area = 326 SF Total Impervious Area = 3160 SF Impervious Coverage = 51.0% 22.2 C,arage co X 41 .0 Hous ; Sable w N a,n 31.8 10 1.0 co rn n rn a 0 X A. o co ).p x x cn 0, 38 •so�,,;- CD 0, 0' m X 0 cn X 42.00 Cn X 0 Lots 43-40 Lot area = 9472 SF House area = 5332 SF Porch area = 180 SF Sidewalk area = 184 SF Driveway area = 652 SF Total Impervious Area = 6348 SF Impervious Coverage = 67.0% x We hereby certify to Brandt Anderson Homes plan or report was prepared by me or under and that I am a duly licensed Land Surveyor State of Minnesota, doted 12/30/21. Signed: BY: Meter J. HaWkt(son, rbtesstonal Land Surveyor Minnesota License No. 42299 email-phawkinson®pioneereng.com O 9 X rn Inc that this survey, my direct supervision, under the laws of the eer Erygineering, P.A. / 7 7 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Glacier Woy/Avonlea Addition Elevation =981.13 Revisions: 1.) 01-03-22 Stake house 2.) 04-27-22 Restake house 3 ) 10-11-22 Grading As -built 8 0 o N o • h 0; CIn Q% • oo U rn b N a N N 0 y.+ ai W rut) 0` O In v 0 11) to a 00 0 CO 0 C 0 0