The URL can be used to link to this page

Home My WebLink About19983 Gadston LnSURVEYLEGEND ® STORMN GADSTON LANE ® N ASISIN N GATE VALE > > > > > > b' HYDRANT O IRON PIPE SET N'.I 8665,55 S`89D57' 5"W 7Q 2� • IRON PIPE FOUND 1101 .6 1 © SANITARY MANHOLE an _ Ina 8 nIP l 01, 8 31 01].n I�e1P. GROUND ELEVATION 1p1� 11121 PROPOSED ELEVATION I� F 0 WETUND BUFFER POST 1\ loo9.�a o HAND HOLE L ELECTRIC TRANSFORMER 1018.2 "ob ors, O' 0 TELEPHONE PEDESTAL x 1019.r I R 0 (/0/8.4 or> 1 ° c w:Isea54. 1616 �016.7� 10/6.5) 0 UTILITY PEDESTAL 1 �I STOP 'Sts751 42p xI01fl5 000.0 SEWER SERVICE ELEVATION 11e 101].3 vi 1016.8x 6Jx IOIBJxI EXISTING TREE x 1019I Oj a I 1019J x 10185 > a PROPOSED TREE 0 J[ PROPOSED TREE I 0\11 NI �D�11m _ S 0 BITUMINOUS 0S b1 \ ..a -.I. `��.� - 0 CONCRFTF I019.1 IGv ]3 �10.5 1 '7 Ivo0 �. ONWA l47 ^sgz -® CONTOUR PROPOSED x1ols.o HP(1019 no3 x1on.0 20 0 101 ].3 N(I019.7 � 1 90/B4O/tip ++- CONTOUR EXISTING 0. `0 C 0.0 N 11 I ti DRAINAGE ARROW o 1 _ I 1 CONCRETE CURB I �0 I GARAGE A. -SANITARY SEWER - - -»-STORM SEWER nr STOOP u ry0�� i nil WATERMAN L.v 02 _ \� n xNIA1 -XX ..-o,. PROPOSED SILT FENCE 1o2os I020.7 6.0 15'0 - o� 'a PROPOSED FB .-,- DRAFENKE TILE PROPOSED FB x O(IO/9.0) 020-r'ozo. A o�'' 0 TF - 1018.8 as6L BUILDING SETBACK LINE TF - 1022�3 _�� ^ III I I si o BE - 1010.8 BF - 1014.3 VI Ln A PROPOSED FB �_ 03 BRISTOL "83" HA ?� ur) C' I 1018 Y w 19983 GADSTON ARE LET \b of °0��ec� I 425 18.0 1016,9 1417 101'I. Nx1016.1 N 1018,4 2 (IOt6'T') I 'i1!/ol . o o rorysJ ww (ioisl z ORS 10 1 Mors I6J5 1 5f a5,y3 s a - --0� a _ W19�)(1P12W=_14. _ I015.f5 x1018.5 1018A _016,93 0.5 -�0�- o BECKPAU 1m5.5 x101a2 COI& - - To 1011] x � � - ror6;, � �g 1018.5 x p IU16y :6 o, L x 1020.0 (1018 0) j C pas.o) I I I N166543 7 near.�oe 11H.sCaTT Aeo.arviS sea1SnOWN TN: 1655H.53 I � E526]42.43 E 5266]L93 <� LPa6Leona6aowP T »08.6x �i �� p� -' STORM SEWER 'I 1014.E OO/S,O x06.0 O.yO t016. rW/51016.3 \O\Q o x 1016.6 QN y i J/ Setbacks o r Min. Streit Setback= 25' Garage, 20' Living L�DRLAINAGE Mr. Side Setback=T, 20'CornerNAGE AND <Min ResSetback=30' H020.TY EASEMENT ---�- _019.1 .]Hardcover 4LOtArea=10,530 S.F. x10213 AtHouseArea =1,77s S.F. T022OCK 1 GGI Driveway Area -706 S.F. OT 2Stoop Area -90 S.F. Foremalk Area -68 S.F. (70247 1024.0 (I0240)Total Area =2,642 S.F. Coverage=25.1 A 02 w 02,> 70.20 Development Plan Data - FB (Not For Construction) x 1024.8 10' TRAIL x 1024,4 x 1024.2 Garage Floor Elevation = H926.6 x 1025.3 x 1024.9 Top of Foundation Elevation =1039.3 Basement Fla.. Elevation =i H2.3 Proposed Elevations -FB GRADING PLAN: AMELIA MEADOWS - 02/17/2025 Proposed Garage Fine, Elevation = 1020.0 Proposed Top of Foundation Elevation = 1020.3 Offset Irons Propoxed Basement Floor Elevation=1012.3 (elevations are to the top pipe) OS#1=1UV.93 OS#2D =101Z03 Property Description: Lot 2, Block L AMELIA MP.ADOWS, according to the recorded plat thereof, Dakota County, Minnesota. ITS #4=1016 93 OS #3= 1015.85 I. Address: 19983 Gademn Lane, Lakeville, Minnesota 2. We have shown the location ofmilitica on the surveyed property by obecrved evidence Duly and by aveilableplsa. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped sea, duration, extreme caution must be exercise before any excavation takes place on or near this site. AlW, please vote that seasonal conditions may inhibit our ability to visibly obacrac all the utilities located on the subject prepay. Before digging, you am required by law to notify Gopher Stain One Call at least 48 hours in advance at 651/454-0002. no 20 10 0 10 20 40 contractor shall dctaminc the easel location ofany and all exist,., utilities before commencing work andre responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing a tries. SCALE IN FEET 3. Must maintain a minimum 2% slope gradient to accommodate positive drainage. 4. All net offset Goes are measured to hmWrW Ws of. Coot and ua. be used as bevulann s. I hereby certify that this sur, cy, plan, or report was prepared by me or under 5. The proposed driveway shown is conceptual only and does not purpott to show exactly how the driveway shell be built my direct supervision and that I am a duly Licensed Land Surveyor tinderthe laws of the State of Minnesota. 6. A title opinion was not f eunished to the surveyor as part of this survey. Only easements par the recorded plat arc shown unless otherwise denoted hereon. Dated this 29th day of August, 2025. 7. Proposed grades shown adjacent to building foundenciarefers to top ofblack dirt. 1, \ „�'/� Y?`? 8. Verify sanitary service invert prior to any concrete work. /rNX"'IL,u lV.l 9. Benchmark: TNH @ GilliGcy Way & Oldish St Me = 1021.94 Pact Daniel L. Schmidt, PLS Minnesota License No. 26147 schmidt@sathre.com wuAs sucP Section 22-Township 114- Range 020 JOB 111:5046-2622 REVISION$ w SATHRE-BERGQUIST, INC. CERTIFICATE OF SURVEY FIELD GREW: AK STAKED HOUSE II/2625 JPR : 1400025THAVENUENORTSUITE 120 PREPARED FORDRAWN BYME MORNING ROOM ADDED 12MM5 ME d� PLTMOUTH MN 5544] (95252)4]86W0 CHECKED BY: DES RESTAKE 1L15I25 ME "`^a `AWVRATHER`DM LENNAR OF MfNNESOT DATE: 10-21-2025