Loading...
HomeMy WebLinkAbout17969 Hinckley AveCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA223490 Legal Description: Lot 5 Block 5 Subdivision: CASLANO Address: 17969 Hinckley Avenue I hereby certify that on 3rd day of duly 2025 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. 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: Mark A. schwanz Signature: a. Date: 7/8/2o25 MN License #: 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 RECEIVED By sliggett at 3:16 prn, Aug 01, 2025 IXelml Existing Building Transformer ® Utility Pedestal --- --- Sanitary Line © Air Conditioner ---I--- Water Line EM Electric Meter --- DO --- Storm Line crn Gas Meter Landscape Edge O� Manhole/Catch Basin ® cum StepN ,d' Existing Spot Elevation / / Q Cleanout --� Surface Drainage Direction / IS kl B p awn prm or ox Iron Monument Pountl Lawn Sprinkler Head RL54581] aIN MIT '/ GENERAL NOTES: 11JuNn] / N:1 ]824 Z4 2/ ( 1 Coniferous Tree 103792(12 \\\....J11 / 1, 77Sry2 EE51947.3616P ,"yo 1. Coming plan byISG last dated May 9, 2022. 002 I Ex A k No°' � was used to determine proposed elevations TI05088 1` 4shown hereon SCALE IN FEET 1=105(18"RCPI BE ]us" / / % 2. This survey does net purport to show I 1050 y3 I- 5 47(18"RCPIS 1 xchments except as N i 1o°°p1 k u� s hewnimprovesents or surveyed by ISG or under my direct yam`` 16151 to • kvop1' k suPervlsion. °EI.B.S.r_vmlwA."A".... mT.B., �0. C{� k la xN� `] 1opq(fi > 3. No specific soil investigation has been PARN >p� J'�S�O N - BID. °'� / performed on this lot by the surveyor. The XE90r" �/ { 41 c& MARKA SCHWARZ a / _ g, aes' k7 sultabllity of soils to supportthe specifichouse `\ Ni1Q213.91 e y ,"cA"'4/r 1p00�3 t 10 ,oe°� A,"I'll k1 surveyor d is not the responsibility ofthe /•y�Rair E5642265 2 2 `��' O, ee a j pen]2025 No 45817 I� 11 a' sd' oe3 oe'"1 / ] 4. This certificate tloes not Purport to show _ 10i #` / / / ea sem a ma other th an th os e s how n on the G AND M" NOT BE USED COPIES OR PROJECTSTPu°n jp5G 1051'L�� oe1� recorded Plat. R WRITTEN CONSENT. p � �$ 60 s N os*� ]062p ��j�y`� o k 1 ]�;0" S!y] 5. Bearings shown are based on the Final Plat. e tli' ��� se7 N:118193.fi2 > //y^ ,"o'fl/ 6 Site address is 17969 Hinckle Avenue, E519538 fi3 / x > y ] m"oc9- �i x� n `` #' Lakeville MN ent type N:1 ]81 s4./] LENNAR E:5191i5440 / HouselBasement type: Itasca EH09 B3- Right - II oN 1426g _ US Ex CA Walkout CORPORATION 11 17969H117nWf,,i '9 R-1 065 8. Topographic survey was completed on July 3, 0,0. 3 Q'�=, 568 ryz ry2'7 s NE 2025. CASLANO 6 a. _ ,"oco3 _ J % f 1=,3809 "7 LOT 5, BLOCK 5 3`3 It —� II If MI I ' k k1� 1o°NI `e1- Ap / BENCHMARK: LAKEVILLE MINNESOTA I 9'dN ORIVEWAY — I WALKOUT 10 _ 5 x 1 xeo p(dBERRIONSCHERELE 1�1 1)8.4%SLOPE _ GARAGE ' i p 11��"jb oN Top nut fire hydrant located in the NE quadrant of DATE DESCRIPTION R, i e e1 Hideaway Trail and Highview Avenue. J r j Noss, eaN1 _ I � p � Elevation = 1038 03 feet IS i 3 I PATIO #'� kxo+'11° o, x o ,n j i� k 1 I Ip I I I I #' I l HOUSE ELEVATIONS: Preposetl/As-Built a- 0 s.1 eH II ___ I ___ ," .gj _':- __ o�� goe1 I�� I n \ oPROJECT NO 21 25303 r=,OdCO2 rye" y6 T25 - /_ ,q 7--x----.1___ ° \x1 Garage Flo or= 1057.3/10574 �r=104288 F11 dk ° q0 AS, FAIL FAIL pa sITop of Foundation= 1057 6/1057 7 No9 � Lowest Floor -1049.6/1049 7 DESIGNED By I -- — _ Lowest Opening= 1049. 6/1049.9 ORGINSLISSUEDATE N00 6' 9"W �bf9 `------- —----av7.--5�---_x_ M13__f _--eaee.-----w------ >ory> __ Sol _ I x0 xd" 4. -- ,"oc5 UP branragearnjL4E..gaGC/ .SOO°46'19"E 2.76 Q CLIENT PROJECT N°. --> -- 2.76 S89°13'41"W 130.00 S N:178142.12 TITLE 178141.13 ! o E419546 93 Ex CE GRADING T�bFC81142 A 519401. 18 ao —«— T/C-10562 ICI____ �- O'"-21 e — �` R=104450 1=104113(12"PJC)N k� AS -BUILT 111041612"RC E ( PI Ii10dd 42(12"�EE K, 05,16 "ROPIW _ 1=10d120(12"PJC)5 V SURVEY =105093 ,8' RCPI s 1105072j BE �% �� �RCE) A 59 RO�� #,opNIs, x'e" 1