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SURVEY LEGEND <br />® STORM DRAIN <br />CATCH BASIN <br />I>4 GATE VALVE <br />'cr HYDRANT <br />• IRON PIPE SET <br />• IRON PIPE FOUND <br />O SANITARY MANHOLE <br />,972.5 GROUND ELEVATION <br />(972.5) PROPOSED ELEVATION <br />® WETLAND BUFFER POST <br />▪ HAND HOLE <br />❑E ELECTRIC TRANSFORMER <br />❑T TELEPHONE PEDESTAL <br />❑U UTILITY PEDESTAL <br />(000.0) SEWER SERVICE ELEVATION <br />EXISITNG TREE <br />PROPOSED TREE <br />• PROPOSED TREE <br />860 <br />BITUMINOUS <br />CONCRETE <br />CONTOUR PROPOSED <br />CONTOUR EXISTING <br />DRAINAGE ARROW <br />CONCRETE CURB <br />SANITARY SEWER <br />STORM SEWER <br />WATERMAIN <br />- - - PROPOSED SILT FENCE <br />DT DRAIN TILE <br />-x x- FENCE <br />-BSBL BUILDING SETBACK LINE <br />L <br />DRAINAGE AND UTILITY EASEMENTS ARE SHOWN <br />HEREON FROM RECORDED PLAT AND <br />LABELED AS SHOWN <br />TNH= <br />6, a881.2 <br />WU <br />Development Plan Data - LO <br />Garage Floor Elevation = 87 .1 he <br />Top of Foundation Elevation = 879.3 <br />Lookout Elevation = 874.3 <br />Basement Floor Elevation = 871.3 <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />Proposed Top of Foundation Elevation <br />Proposed Lookout Elevation <br />Proposed Basement Floor Elevation <br />= 879.0 <br />= 879.3 <br />= 871.3 <br />> <br />v <br />v <br />J x <br />Q <br />0� <br />00 <br />i <br />w v <br />U <br />v <br />v <br />v <br />v <br />86•. <br />86$ 0 <br />86 <br />FIP 53642 <br />2 9.5 <br />870---1-2_. <br />x 871.4 <br />8 <br /><72 215 <br />(872.0). <br />x8.2.8 `7 <br />N I <br />I! <br />873.5 <br />to <br />O x(873.5) <br />O OS#Ix 872.4 <br />52 873.22a ' 0.5 <br />(873.Ok - -_ <br />19.1,5- <br />7 4 <br />O f <br />CO i. <br />. 86 <br />x 871.2 <br />POND #2 <br />G 8+ 2 <br />867.5NWL - 867.5 <br />HWL - 868.9 867.5 <br />-x NWL-867.5x 867.1 <br />S83_138"E _78 98 <br />868 8 <br />• • WW1 "-. 868.9 868688 <br />8. 9 8• 8 FIP 5,3642 - 868.6 <br />869.4 <br />868.8 <br />x 870.7 x 870.5 x 870.3 <br />BLOCK 3 ‚5' <br />LOT 1 <br />x 871.4 <br />xi <br />N1 <br />x 8 8.5 878.0 <br />v (878.0' <br />1 <br />xA78.4 <br />OS#4 f� <br />878.26 }� 5. <br />(878.5) 5.1 <br />x 878.3 <br />8779, <br />FIR, 3642 <br />877.9 <br />is/ <br />i <br />78.0 a <br />1 <br />4I <br />9.0 <br />O <br />878.0 <br />X 87 <br />87 . <br />O <br />O <br />:0 <br />�I.�BSgL- <br />x 871.6 <br />\ (873.* <br />x 872.2 <br />872, .. 874. X <br />x 872.4 <br />29.7 <br />bf-87/.3 <br />N <br />10-874.5 <br />10. 3 '2 <br />PROPOSED LOOKOUT <br />8897 151 ST LANE <br />GARAGE <br />9f 8 79. 0 <br />31.3 <br />.8 887 5 <br />(877, 6) <br />22--- <br />d <br />• <br />•27 <br />1 tf--879.3 <br />115.7 877.9 <br />0 <br />•zt 12.0 <br />0 <br />877.8 <br />a <br />° � 7 <br />R_ g�� <br />• 00 <br />-1-51sTIANk <br />Property Description: Lot 1, Block 3, THE PRESERVE AT NORTHFORK, according to the recorded plat thereof, Anoka County, <br />Minnesota. <br />1. Address: 8897 151 st Lane, Ramsey, Minnesota 55303 <br />2. We have shown the location of utilities on the surveyed property by observed evidence only and by available plans. Please <br />note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the <br />mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please <br />note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before <br />digging, you are required by law to notify Gopher State One Ca11 at least 48 hours in advance at 651/454-0002. The <br />contractor shall determine the exact location of any and all existing utilities before commencing work and is responsible for <br />any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. <br />3. Must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. <br />5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. <br />6. A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless <br />otherwise denoted hereon. <br />7. Proposed grades shown adjacent to building foundation refers to top of black dirt. <br />8. Verify sanitary service invert prior to any concrete work. <br />S OOP <br />(878. 7 <br />CURB <br />STOP. <br />_I <br />77. <br />DECK <br />O <br />06 <br />11 <br />6 <br />771. <br />• <br />(877 0) <br />}0S#3 <br />•8 79 <br />• <br />877 877.8 <br />x 877.8 (878, 6) <br />x 867.0 <br />0.0. <br />8>0� <br />870.3 <br />x 870.1 <br />871.7 <br />x 871.9 <br />87 <br />(872 //1T <br />L_,I 2 <br />OS#2 <br />873.05 x 873.2 <br />87.0) <br />873.4)X <br />74 <br />877 0) <br />FU TURE BS�E wq <br />1 �l <br />0 <br />0 <br />20 <br />8 <br />76 <br />6 <br />0 <br />GFIST187 LO <br />TF _ 8.6 <br />LO _ V8.9 <br />BF_ 873.9 <br />0.9 <br />4 <br />Offset Irons <br />(elevations are to the top of pipe) <br />OS #l= 873.22 OS #2= 873.05 <br />OS #4= 878.26 OS #3= 877.90 <br />10 <br />0 <br />10 <br />20 <br />4 <br />40 <br />SCALE IN FEET <br />I hereby certify that this survey, plan, or report was prepared by me or under <br />my direct supervision and that I am a duly Licensed Land Surveyor under <br />the laws of the State of Minnesota. <br />Dated this 28th day of June, 2021. <br />Daniel L. chmidt, PLS /2)47 <br />schmidt@sathre.com <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />1 <br />Section 13 - Township 30 - Range 24 <br />JOB #: 50615-079 <br />REVISIONS <br />CERTIFICATE OF SURVEY <br />PREPARED FOR <br />LEWIS CUSTOM HOMES <br />FIELD CREW: <br />NEW HOUSE PLANS 06/28/21 TS <br />DRAWN BY: TS <br />CHECKED BY: AS <br />DATE: 10/06/2020 <br />