Loading...
HomeMy WebLinkAbout18187 Gavel LaRECEIVED By Lucas Ritchie at 10:19 am, May 25, 2023 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA200489, 200488, 200487, 200486, 200485, 200483 Legal Description: Lotl-6 Block 1 Subdivision: GLACIER CREEK 3RD ADDITION Address: 18187 18183 18179 18175 18171 18167 GAVEL LANE We hereby certify that on _ 12th day of Mav 2023 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 to _ r Hawkinson Signature: c -_ Date: 5/15/23 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. 1 977) 0) 977 5 rn 977 rn ) 978:2 ?: 977.9 :178.1 977.3 976 ' )4.976.9 x 977.8 u1 N 1�976.7» X1 i 977.5 O 7.7 A LL771 A 975 -I A O cV co X 977 0 W t 0 C cV xZ 976.9 X 976 3 • a, 975.5 9763 976 3 976 3. N 976 2 9762 4.976.3) 9758 X 975.7 X 9/5.2• • ..974.9 I 975.4 974./3 ? I975.1 974 ;4 974.8 X 975.8 aR �WYI 4 a 42.00 co 120 0 apatio porc ASPEN Garage I aCO 2.2 9 .3 Driveway 975.7 4.3% X975 0a • ' 975 0 , • 75 G 97(9 X 975.5 N r)v 974.6 O S87°39 0§2'E 32.00 12.0 O M co patio g m / 3/ BRECKENRIDGE /House Garage 974 974.88 ' 974.4 d 5 CRncrrt c inr\ Nntbs• 11• ins}al( 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 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. a, • 974 7 ♦974 7. 974 4 x 975.2 32.00 X 0 • M aa, n 12.0 0 co patio o 32.0 OD BRECKENRIDGE House Garage 4 4374.64 •9 974.ry 9 x 975.3 ,o • 0( N co co m •74. 4 a 9741,4' ,- 16.6 _\ 974 2 974 1 �< Denotes iron pipe GAVEL ❑0 X 000.00 ( 000.00 ) 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. 4 x 9751 2.00 32.00 nx M � N u7 n W m 32.0 BRECKENRIDGE S.O.G. Garage 97 LANE '.3.a M co 5 32.00 W 32.0 7CKENRIDCE House Garage ,22.3 N rn 7 �x07 N r cokg tz1 32.0C XQ Driveway 9753 12.00 8.1 % 1,:r...' 97 44 X 975.3 88 1m N L vtdo 973 9 4 •. ,- 16 6 _ 973.8 973.E Lot 1&6 Lot area = 6888 SF House area = 3292 SF Porch area = 56 SF Sidewalk area = 68 SF Driveway area = 364 SF Patio area = 240 SF Total Impervious Area = 4020 SF Impervious Coverage = 58.4% Lowest opening elevation per grading plan .976.2 REVISED 5/12/23 GRADING AS -BUILT House elevations Top 0f Foundation Elev (Proposed) / As -built :(976.6) / 976.6 Garage Slab Elev. © Door :(976.2) / 976.2 973.5 8.9% 4, 973.8 3 N a, N 0 0( aJ 32 0 ASPEN House Garage 22.3 w Driveway 1, 975.3 11x17 \J x 9744 42.00 (975 2 974 6 03 rn 6x X 974.9 Lc) 976 2 9.8 I�P•� ha? 9• 7} 8 973 6 •� 3.3 Lot 2-5 Lot area = 10496 SF House area = 6584 SF Porch area = 112 SF Sidewalk area = 136 SF Driveway area = 728 SF Patio area = 480 SF Total Impervious Area = 8040 SF Impervious Coverage = 76.6% X 975 0 a,(975.1) 974.3 x 975.0 e N:178354.47 i n C E:527716 56 ) 97•.2.66 974.76 Prd 974 3. T N n =Wm 9 4.0 I 1(9974r 973.8 I V * 973 4\ t_ 9751 r-- I; /ILO I0 / YN 4.4 1 (74.7 I 973.2\ / X97.2 / r / 1 / / / / 1 / I 1 / - -/ 973 4 VN.178329 38 E.527729.67 973.27 7 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 02/18/22. BY Signed: //PIArleer Er)gineering, P.A. Peter J. HaLKItlSbn, rotessional Land Surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com Scale: 1" = 20' Benchmark: Top Nut Hydrant L6-7 B2 Elevation = 975.40 Revisions 1 ) 02-21-22 Stake house 2 ) 05-20-22 Restake house 3 ) 05-12-23 Grading As -built -o O Q mQ :r se • Y W U cN .W 0 OJ JC • 00 0 S F zz 5 - W s U 4- 0 11) L • E • vco�o a��w C .- a) 01 u) •C a) -D MN < c O _1 UZ c L �Z T O 0 tlo< n _C cm �vcow9) 0 O C°< CQ• v'lsv Nco 0 00 0 < 0 ✓ ° 0 n vz a 7! L al) g.� x r.11 0 N s) N 3 U 3 A to N to CO •o 0 w ,So O 'E 0 Li)[ O N W N 5) • 22 at o 0*