Loading...
HomeMy WebLinkAbout18152 Gavel LaCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA211758, LA211760, LA211764, LA211765, LA211766, LA211767 Legal Description: Lot7-12Block 2 Subdivision: GLACIER CREEK 3RD ADDITION Address: 18136 18140 18144 18148 18152 18156 Gavel Lane We hereby certify that on 21 st day of March 2024 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. (EXCEPT AS NOTED ON INCLUDED SURVEY) In addition, all property corner monuments are in place as of this date. 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: d, P teJ. Hawkinson 9 Si nature: / iiL. Date: March 22, 2024 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 En cl s. 1 RECEIVED By Alanna Sobottka at 8:47am, Mar 27, 2024 K \JOSHUA JoHNSON\C ertLficanon of (haling LAKEVILLE.doc 11x17 co 0 0 a 12•28 CO N Na, 974.01 n X X 1 1 0 10. m a M a % M co M a ,n M m - - --- N 16 7-�� a M M a 6.6% a a X House ro (Sable N .4 31 8S. in M 16.5 7.3% Driveway �^ 22.2 Garage House Trillium 32.0 M a GAVEL; LANE -576"A113'33"E° N n fV -16.5- 1 M 1 M 4r, • CD 7.6% iri 0 scl N porch 09.8 0 cD ro N M N .N M a Driveway 22.2 I Garage House Trillium 32.0 0 N a N N 212.00 o a M N a a N 16.5 - N a a 7.6% • Driveway 22.2 gG'ir )ge N M m House Trillium 32.0 32.00,:f r N N N porch IN 98 0 N - 16.4 N a 7.3% Driveway 22.2 I Garage I I Hpusq Trillium N N I� 32.0 32.0 porch 9 8 00 N deck- 0 ^0 - ^ deckN o n�n R n m decks o a' a it 1 decker o^ a� - n t: ° decks o a� z. 971 7r1 rn ma m m r- N. n < o'' R. a )( 1000 )(, m o, O, ^ C 1�f'0 y N R oi of 10F0 X CV' K. 10tt) rn N °i O, N K. 10) y ? en S11 °21' 2rct „W m O to 0 a, ra. X_ a 41.48 M x a -X- 0 32.00E i` a 9� 32.00, N76°13'33"W N to a m m � i 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 Engineering last dated 12-03-21 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. 0° .A • m 32.00 a X a d N �32.00 X ro a a a �-16.4-�� M a a 6.6% Driveway 22.2 3arage .3, 42.0 211.48 Of Of aOf CO Of O to a)m a co io m co a co X a -x w X- -�- Y YR H WL) WETLAND • Denotes iron pipe 4csi) Denotes service • Denotes television box ▪ 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. Lowest opening elevation per grading plan :971.5 Lowest floor elevation per grading plan : 971.7 House elevations Lowest Floor Elevation Top Of Foundation Elev. (Proposed) / As -built :(972.2) :(975.4) Garage Slab Elev. © Door :(975.0) / 972.2 / 975.4 / 975.0 House Sable O 31.8, M ,o 0 a n a a porch a 42.00 a a co a Lots 7, 12 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% 9. a X 973 8 ., 973.9 co a O a N csi a a or co X �O O m '" N a$ a) to 0 a' CO m m m m o' o9 a -L_ -* j4 Lots 8-11 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% REVISED 3/21 /24 GRADING AS -BUILT 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 04/11/23. BY Signed: //PiArleer Engineering, P.A. Peter J. Harofessional 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 ) 04-13-23 Stake house 2 ) 05-10-23 Raise Bldg +0 5 3 ) 07-26-23 Re -stake house 4) 03-21-24 Grading As -built 4 U I- IFLU JCe W �O U c» o _I co ,i v 0 U U 0 iri Cl, -a • z House Model: k L >s m 3 3 A to N CO at •o 0 N .8 o t) tf) 0 N W N C) •at o U F O lY