Loading...
HomeMy WebLinkAbout19215 Indora TrlCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: Legal Description: Lot 9 Block 1 Subdivision: SUMMERLYN 6TH ADDITION Address: 19215 Indora Trail. Lakeville. Minnesota RECEIVED (By Christina Orlowsky at 8:08 am, Jul 29, 2020 We -F hereby certify that on 15th day of Julv 2020 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, 2020 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 r-t o \ Ib/r" Ajh6 104, 1°Aj1h °�9;. �� Y° X X X %M OIL\ goy°Io"'° 'y`'� ybe ^° soh CT) X ` O 30 AVE No - bAVEl' 1ohy0 1d7------------------ 10 x -pro e x NO I % 6,3130 I 1° 1,701 oh10 Y1o10hhb 1,`O h 10 tih Oh X1 L-� In1oya 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. N89°53'33"W Oa Cie 172.8 ----__ h _ x x x 9 V) N89°57'57"W General Notes: 1. Grading plan by Pioneer Engineering last dated 1-26-17 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. Sodded • Denotes iron pipe 460 Denotes service Denotes television box • Denotes electric box Q Denotes telephone box 000 00 Denotes existing elevation 000 00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike Lowest opening elevation per grading plan :1047.4 Lowest floor elevation per grading plan : 1047.4 House elevations (Proposed) / As -built Lowest Floor Elevation :(1047.7) / 1047.9 Top 0f Foundation Elev :(1055.7) / 1055.8 Garage Slab Elev. © Door :(1055.4) / 1055.4 x °0 ° o) 10aAA OP b X 249.88 House 1 04, X X o ,y A 10hh 04' 104) hb° 1 X.4 4x \��- A - x .Oh ,Ohh 26.0 O 44 1 ( _ 104'o�bc _ 4)1 y-- oa• h V ^Doha 254.25 Existing House lohh yhry 30 y h0 bal 1�h 10 ^°h X 10 h C 1e'41 o4'j V •1 as u t . ' I: 1 --1 h�'^ $ d s . O X .',' 4� 1 :ID"' {44) , 4) O b9 1 0 0 -- 25.5 `.°hh1 `.Ohh° h�s -x7 6 Lot area = 17685 SF House area = 2352 SF Porch area = 152 SF Sidewalk area = 28 SF Driveway area = 751 SF Total Impervious Area = 3283 SF Impervious Coverage = 18.5% 1) csi 0 bh In REVISED 7/15/20 GRADING AS -BUILT We hereby certify to Lennar Corporation 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 07/03/19. BY Signed: //PiArleer Engineering, P.A. Peter J. HaLI ( ibn, trroteMnal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com •d 0' 10' 0 0 -O 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 2-3 Block 1 Elevation=1072 18 Revisions 1 ) 07-03-19 Stake house 2) 08-21-19 Re -stake house 3 )07-15-20 Grading As -built 0 O 8) a) 0 J 0 1- O La 0 to N m in O L L 0 0 - 0 a) L -c - v O +' y O .6 o_ Q) c cycizTo - -0 0 g L C 4_, _1 _C U J Ce Drn0 V) .� L 0 0 0 v -44 N) 0 8) 0 0 8) to O 2 0 O 0 O N t to N 1- 3 rn 0) rn •0 0 r1. co - o° N 0 o i; ro ao r w 5)5) It 6 6. C)