Loading...
HomeMy WebLinkAbout7041 181st St WBuilding Permit #: RECEIVED By Lucas Ritchie at 3:14 pm, Jul 19, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS 7041 - LA195971, 7035 - LA195970, 7029 - LA195969 7023 - LA195967, 7017 - LA195966, 7011 - LA195965 Legal Description: Lot23-28Block 1 Subdivision: GLACIER CREEK Address: 7041 7035 7029 7023 7017 7011 181 st Street West We -F hereby certify that on 12th day of July , 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: / c (IC Date: July 14, 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 4 A 'Vt.), x 970.4 x 9702 x 9703 X 970.1 x 970.4 X 9709 11x17 X 9/08 x 970\5 \� X 970.2 970 3 E.69.7 s2819o.6s \ 9 l� X 970 5 '`� 42.00 / \ i x 970 2 x 9704 N•17896508c // E:528179 66 (� 972.3 X 972.4 X 9731 973.2 973 O O 3' (� N 973.0 ro N 9732=13- O 973 4X973.3 9773.1 0 973 4 973.2 973 9732 973.2 973.0 ; 973.1X X X 972.9 1 0 XI 973.0 972.E 973 0 973 0 ( X 973.0 973.0 X 970.3 N 178974.32 1 0 `\c0I E:528199.90 0s7a.7 971 9� 1 972 24 X X _X 922_7_ 971ri I O 97 z ca c o>= cat '007 o6 W 972.1 )73 1 4 972.5 972 1 x(971.8) 'r 972.2 4 972 6 972 4 972 5 • " 97stoop 0D 3.3 of NI X972871, 973.2 73 212.0 0 patio o; Q734 , 320 S.O.G./ COBALT House Garoge 4 X9698N89°47'17"E x 969.9 971.4 071 4 973.1 73 1 _ 22.2 973. 97 97301 32.00 971.7 973.2 X 972 9 X 120 patio 9733 32.0 5.0. G. DEVON House pt stoop e73, 973.5 973.4 Co 9731973 0 I 973.1 972.9 I 42.00 X 972 3 X 972.3 X 971 8 N 176884.26971 7 X 971.5 971 6 9:178884.04 x N 178&.67 E.528181 971 51 E: sze'72.26 E 528208.93 91.2 971 4 /972 971.' • • • 971 1 �\ , 01 1 �' e , 971.1 A \ 97i 1 / 971.1. • \ • / 970 7 c �1\70� / r 15.8 970 7 0 r) T 973 1 9728 973: 973.1 972 6 '73.1 973 972.3 Driveway 971 6 7.7% Garage n73 ,22.2 973.1 972 9 972.8 73 2 32.00 1 973.T1r X 970.3 X 970 4 971 2 71.6 973.2 .. 973.4 973 3 32.00 x 970.3 X 970 2 9730 973 2 x 972 9 X X X 973 3 120 patio ad 711 )r Q73 32.0 S.O. G. DEVON House ' 972.71 !-11 stoop •''7 .4 973 4 Garage 9732 973.3 212.00 X 9703 X 972.9 �C 3 3 a 12 0 patio ad 9717,973 3 2.0 S.0 G DEVON House Garage �/ / /. ,22;2 9737 s73 22.2 /9739 973.3 9732 973 0 972.5 972 4 to I' y i p o 172.7 972 8 972 7 (•1 Driveway Driveway 32.00 ) 971 8 X 97117 N 178883.32 E:528240 90 71'2. •4 . ;;,9/1.� 4 9'71144' 9714 971.8 9711 r971.2 971.3 . , 970.8 970.9 , , 971 0 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 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. 6.9% of ;xN 17888371.8q7��(1.83 .: 971 9 971 6 971 28271 64 ▪ 971.6 971 • 971,5 >ir 971 4 971 61 971.1, 9710 / - �T--9710 S89°47'17"W 9' 1.'Y • 971.6 971.3 32.00 972.8 Driveway 972.05.4% 5.8%972.0 • 971.E 4,` 971.8 971.7 .971;6 .S: 971 6 I 971.3 X971 4 973.3 2 X 970 6 X 9700 5 971.2 32.00 972 8 973.2 X 973.1 973 3 12.0 0 patio m Q73 3,2.51 S.O. G; DEVON House Garage 973 0973 1 973.1 973 ; • : ; 32.00 972.7 972 7 972.8 972.0 972 0 X 972.1 • • N 178883.40 E.528322 76 f171 8 971 7 1i 971 4 181 ST STREET WES • 4•6f ■ X 000 Da (00000) Denotes iron pipe T 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. 971.6 } Driveway 5.8% • 971.5 4 971 4 971.2 971 1 c) 212.00 Lowest opening elevation per grading plan 973.5 Lowest floor elevation per grading plan : 973.5 House elevations (Pr000sed) / As -built Top 0f Foundation Elev : (873.5) / 873.6 Garage Slab Elev. © Door :(873.1) / 873.2 173.3 971'2 42s00 971.7 �72 7 x 973.2 33 0 9.8 " stoop •• 973 6 ,- 973 7 73 3 973 2 973 2 973 973.2 X 9730 96DmD0 973 0 973 1 972.8 973.. . 079 7 972 6 9 2 5 971.9 X 971 9 N:176883.09 E 526352.96 971 3 971 4 971.1 971 3 T971'1 2.2 973.: Driveway 912 >f 971 5 I 10 r9726 X 9,70 0 x 1 973 5 X 972 9 (9Yd 0) 971 2 )726 972 7 972<3 O 0 (0 971.9 N972.2 G1 100 N' 973.4 X 973 0 a72.6 »-a U •1 Ca v �m 973 is '72 9' ?J72.4 stoop a' o 973.5 au 0 01 ' 9735 973.2 973.1 42.00 97.3i 73 /2.4 972 5 I� II��972.3 t472.3) X 972 4 x 721 972 7 X 9731 X 73I2 972.9 9731 12 10 971 77.7% ` 971 4 ,N:178683.62363.29 X 971.E N1.2 17888 0512 25 Po E 526E.52839 97i 9 �( �r• 99,1.0' • 4 •• 1•• ,97A1.0 970.9 970 9 • 970 9970 8", s7o7 q 970.7 --ice-- Lots 22&27 Lot area = 3192 SF House area = 1354 SF Stoop area = 58 SF Patio area = 96 SF Sidewalk area = 76 SF Driveway area = 160 SF Total impervious = 1744 SF Impervious Coverage = 54.6 % 971 6 971.2 X 9714 * I 971.0? 1 970 8 170.6 - -ii- e • 0 17 870 27 E. 528405.50 970.5 Lots 23-26 Lot area = 2432 SF House area = 1354 SF Stoop area = 58 SF Patio area = 96 SF Sidewalk area = 76 SF Driveway area = 160 SF Total impervious = 1744 SF Impervious Coverage = 71.7% REVISED 07/12/22 GRADING We hereby certify to Brandl Anderson Homes plan or report was prepared by me or under and that I am a duly licensed Land Surveyor State of Minnesota, dated 07/29/21. BY 971 9 71.1 ^70 6 AS -BUILT Inc that this survey, my direct supervision, under the laws of the Signed: //PiArleer Eggineering, P.A. Peter J. Hal Son, 1 gofer sslonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 4 • 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant 66' S. Lot 28 Block 1 Elevation = 973.36 Revisions 1 07-30-21 Stake building 2) 10-06-21 Re -stake building 3 ) 07-12-22 Grading As -built fn rn op LY -CI C NO coop o 7"1c � OO v 3 c � 2 •• 3 10 '<3 aw3 co 0) 'O 0 1.' o o o ca o L1j N 0 vZ a a4; 13 .0 yx 11.1 0 N '3 N