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HomeMy WebLinkAbout18114 Garland PathCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS 18102 - LA196497, 18106 - LA196498 Building Permit #: 18110 - LA 196499, 18114 - LA196502 Legal Description: Lot45-48Block 2 Subdivision: GLACIER CREEK 3RD ADDITION Address: 18102 18106 18110 18114 Garland Path We -F hereby certify that on 14th 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 I( Date: July 21, 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 Lot 48 Lot area = 3108 SF House area = 1327 SF Porch area = 46 SF Sidewalk area = 43 SF Driveway area = 182 SF Total Impervious Area = 1598 SF Impervious Coverage = 51.4% Lot 47 Lot area = 2368 SF House area = 1333 SF Porch area = 46 SF Sidewalk area = 43 SF Driveway area = 182 SF Total Impervious Area = 1604 SF Impervious Coverage = 67.7% Lot 46 Lot area = 2368 SF House area = 1333 SF Porch area = 46 SF Sidewalk area = 43 SF Driveway area = 182 SF Total Impervious Area = 1604 SF 1 Impervious Coverage = 67.7% _ 1 Lot 45 i Q Lot area = 3108 SF ICI- House area = 1327 SF Porch area = 46 SF n0 Sidewalk area = 43 SF I Z Driveway - area 482 SF - Total Impervious Area = 1898 SF I Q Impervious Coverage = 61.1% IIX Q ICE A • Denotes iron pipe Denotes service ❑0 Denotes television box ▪ Denotes electric box E 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. / 30 30 971 971.4 Y Y 971 6 C3:'9715 971 4 971 1 X 971 9 971.0 970 9 970 8 Ix 971 9 N 178790.10 E.528323.38 971 9 , 972.0 973 3, 181ST STREET WEST O 971 2 x 971 7 x 972 2 I I (972.7) 973 3 N • N 1787b7 7 E.528318 98 971 3 971.8 N 178782.52 E. 528309.26 970 7 970.7 970 9 970.9 cy >, 0 0 973.3 •178763.92 E 528323.02973 5 X 972.6 4--- 25.( 971.9 973.3 0 3 0 I� o •972.2 1972 2 O ..9721 973.2 > 0 > 971 1 N.178711.93 E 528322.19 972.0 971.1 1 972 1 971.1 972.1 I .. 972.0 N•178676.24 E 528315 44 971 4 ❑T 971 9 971.0 - O v I 970.8 970 5 x 971 N89 47'17"E9714 X 972.4X 972 4 972 8 973.2 4x 01X9734 OI 973.8)7 973 9 / 0) X 973 2 X 9734 O 973.9 0 41 973 973.4 973.' , '9 974 0 974.3 0973.6 nl M 973 5 973.7 9737 X O O M973.7 97 973 3 973 9 974. 9735 9 0 3 .1 0 973.6 x 9f38 N 9 097303 • 7,1 (NI 974.0 9 r U of U N89°47'17"E 44. XI 971.8 N )F 972 7 36.3 co N89°47'17"E / 44.0. N 178838.18 E. 528403.84 970.4 9706 74.00 -X-970. X 970.7 X UIU4 970.1 970 5 970 6 X 970 4_ 970.9 . _ X 970 3 \ (970.0 r\\ - 969.7 r169.7 969 , 970.8 x 970 2 .7 t-X 97t>T' CSC 970 7 74.00 970 5 100 9702 970.7 970 7X 970.3 O O < 969 7 969.8 969.8 970.8 10. 0 071 n §7t6- ' 969.8 0 O \ X 969 0 \ X 968 0 0 Q 968 4 X 968.6 BASIN A OUTLET=964.5 100-HWL=968.0 74.00 17n9 9706 9700 x 968141 0-HWL=965.97 969.9 9706 970 7 9707 9708 x 970.5 970 9 '---X 970.9 74.00 X 970 4 970 9 970 5 970.7 970.6 9Q 970 6 972.7 973.8 974.1 36.3 970 7 - . . 971 8 x X- -- .. 73.3 • • 970.7 X 970.2 971 4 X 971.9 �9733 OI 73 9734 Drainage and Utlllty -- 971 5 x 97 f.7 -�7=0 � =� easerent per plate 970.1 969.5 (973.0)'r�---»- _ ---»--- (969.2) C.1 M O O nl M 0 O nt 969.9 969 9 W a- 0 11970.1 0 x 966.5 X 96 .4 969 8 x 9p8.2 II / _x 96 .3 X 972.6 73.2 N89°*7'17"E 74.00»---->'---- >--� X 969.8 / / \ x 969.9 X 9681 / X 971 7 X 969 3 REVISED 07/14/22 GRADING AS -BUILT r/vskrf inr` Notes. i. 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 8-28-20 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. PISNEERengineering,PA CIVn. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCnr2C1s 2422 Enterprise Dnve Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ploneereng coin Project # .121205000 'Folder #: 8625I Drawn by CWM $ Lowest opening elevation per grading plan 971.0 Lowest floor elevation per grading plan 971.2 House elevations (Proposed) / As -built Lowest Floor Elevation :(971.2) / 970.8 FTG Top Of Foundation Elev. :(974.4) / 974.3 Garage Slab Elev. CO Door :(974.0) / 973.8 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, dated 08/12/21. Signed: BY: - ws ressltirial Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Inc that this survey, my direct supervision, under the laws of the eer Engineering, P A Lot 45,46,47,48, Block 2, GLACIER CREEK 3RD ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 18102 18106 18110 18114 Garland Path, Lakeville, Minnesota House Model: Vail, Whitney Elevation: N/A Buyer: Spec 0' 10' 20' 111 Scale: 1" = 20' Benchmark: Top Nut Hydrant 990' SW Elevation = 981.13 Revisions 1) 08-13-21 Stake building 2 )07-14-22 Grading As -built Certificate of Survey for: Brandl Anderson Homes Inc 221 River Ridge Circle South, Suite 100 Burnsville, MN 55337 Phone- (952) 898-0230 © Pioneer Engineering