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HomeMy WebLinkAboutSURVEYS 11x17 ,I� � �t II''1 . • ) �'� `-�� `` I , k ! � \ � �--'-� N89'20'09'E � 162.77 �� � zonin9=RS-4 �; � ' I POND 1 iFY-20'House.25 Garage� O � \ F-S P��d i� � Nw�-9t4.60 SY-T Intenor,20'Comer� � j0 � ------- 'v � 70 YR FiYil�916.93 i RY-30' � y � \ ` �i �� i� �7 I I � 100 YR HYlto17.93 I �N - SY Buffer-30' o� i b� i� I �^ � � 1�9.'�0 PROPOSED ELEV 918.12 I I �.. ` �------------- ---� �� iTi �r � RYBuffer-50' �o�.�� al •� �'��'� :las � Y wu 1 V V I L.V I !l `--_ � N� � tlGa k ml x�1Y a NLt ^ I �M '� G� � � —� � f �ux32pp '�� 910.0 xnw� m.► � ���,��'/~W � ���� 1 p� -- ---- --- .«u- ---y�---_>)-�eae_� nu - `.�J'�`----�N�) y '�,� -ro 8� z au o x m� i g_r. - x .!— � �'' `� o ��.. , 'i i � x m� �'� ..n �a-�" — — — � � � r �----------------- O) 1 1 1 �tftl.7_y�__��_�i���_� a II�i � I .ti � .. 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I Iv.� PO � � � �o �� � � I S89'20'09'W I 155.00 I o„ � � � � � � The box,drain tile dearwut end catch besin I EROSION CONTROL 9� (�ePP��)�a hsPected e�d ao�pted MUST BE INSTALLED bafora Aa-built esctow monfes wNl be released. BEFORE EXCAVATION All sWdures must be 11ush wfth the sad. TMs • ���op e�m.w�e�woe� will be scheduled with the landaca in n. t.Imtdl rwk a«uWction�nvmca � DriM.wva Lot aw�11600 5F f 2 InsW tN f�no w nMtld far ra�bn wntrol. � uaaw a..ww w. Haua ao.2006 g � ' =�� x a ENGINEERING REVIEWED o' 1G 20' n.t 3 57d�Md1�d�aY baN o�ay hvn�ouw o mYdn�rn of 1.OEL Dwd�ds1Ae os Pord�wa�Z!g s�.c�ontrx����y d�• Dat9:12/082018 m�odonaW � o.at�s+Wu..r 9d��aik we-n SF � � �$ a v+rlly�rMn dwoUo� te oan4uafion. x Oo600 Drw�eWp W.dW� RMraY ma�6S1 g Uo p�r 0.�ed.��o..�.�dotton raq�o��qut�d. `MalMain 8'between siding 3 sod (aona) o.w�Paoer.rwwn Totd rnvrww�Ana-273t SF � � � c�n«d Not.c 'No sVuctures In eacements � �+`��� �����_u�� V`j � Scalr. t' - 20' n � or�a�r�pe� . e 8�� ✓� t. tradnp ylm by KJ Ytak lo�t 4at�U OE/JO/19 vw urd b Wt�nnM _ oNd�I�vaLon�Nrown hr�in. Top lMil Mydrmt � �xept a��ow�.o��w�wy�tl by m�a�r�my dlrkt aprrYlon. � WY�wDr crtlfy te K�Land Ham��tlat tl�M wrvqt P�� Lsis 23-24 Blai 4 y fy 3 1 Fropw�d buidFq ditn�ntiona�horn v�b horizmtd Nootlm o1 Larrt�oer�Mwtbn Pt�9 0�:Ml0 npal�a pnpstl by m�s�rdr my dinet rp�rviiati and E]�wtlon�G2Bl7 r " _ Wu�tura m w bt oM ConbN Widr nwt 1 an a auly urrd LaW Survqar undr IM�aw a 1M r ^ r .� aporw.a em.�n,erwn Wm.. a�b oo�rveuw�ror y�� �/e�eult seee.or wNwwa aew n/oe/+a i t� � � a.Mo.p�dne.or.In`..tlqatan no.w.i y.rrorm.a m ar b�4y un �o.at ruor Erwtlon = �:�••. �$ �y fi.w�tae�cy m w�.w.qpv!u..v.eMe now.propo.w h r� (921.� / siq�.� .r v.A. i.i,�.�4wsr.so... � �$ m � ��oe fl»��p .ronty w en..,nyo.. roo w voinaano�aw. ,(%,{,� � t � � a n,�. ` I`�iicot.ao«�tpuryo.c co.nor.v.n«�b ar..thon n,o�. �„O. (y�,�,y) / er: ^ flw�on th�nearMd 9ab[br.•Dox t 0.Bviiq��ow�an Ew�d on a�wum�d dotum. • F��d 7y .1�5 � YMMOOo Llo�w qo.42Zi� ^ �� +� � Q 1�1: CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS 176172 Building Permit #: Legal Description: Lot 13 Block 4 Subdivision: KNOB HILL OF LAKEVILLE Address: 17966 Euclid Avenue. Lakeville. Minnesota RECEIVED By Christina Orlowsky at 8:03 am, Nov 23, 2020 We -F hereby certify that on 10th day of November 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: gP .ter J Hawkinson �i Signature: / i Date: Nov. 10, 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 1 30 \ 419. ov \ N N89°20'09"E Existing House 99 - • - X yox Al a a 9'1,o,,LaA.2.8 T 6 0 0 .ao b / 41'1 22.5 (� ry�o 25.5----{ 6X CA 1 t. ry4 . X 9 ti ▪ �ry� X 9ry � 7, cpq, o,,y\ of X9titi �ryti x 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. X ryry\ 41' x General Notes: 1. Grading plan by KJ Walk last dated 08/30/19 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. 41> -X 9 0\ 96 \ 28.2 29.5 oi'1? 919 x \ate o ti X S89°20'09"W • .- • 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 162.77 9h 3, X O Ala X 01 N 0• \1 9x A\0 \O• 0 77.6 ----x 155.00 Lowest floor elevation per grading plan : 919.0 House elevations Lowest Floor Elevation Top 0f Foundation Elev (Proposed) / As -built : (921.5) / 921.7 : (924.7 / 924.6 Garage Slab Elev. © Door :(924.3) / 924.3 13 x 11x17 POND 1 N WL=914.60 10 YR HWL=916.93 100 YR HWL=917.93 j11 ITI tmT `JV I L_lJ I A 9\O x A /-\ a30' 47"44 (NWL) Soo cJ L / \a° W 9 X O\0 x L() 0▪ ) 0 0 yoo a 0 O x9 c1' V) x (920.0) I x Lot area = 11500 SF House area = 2006 SF Porch area = 23 SF Sidewalk area = 71 SF Driveway area = 631 SF Total Impervious Area = 2731 SF Impervious Coverage = 23.8 % I -J (928.5) We hereby certify to Key -Land Homes 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 11/08/19. BY Signed: //PiArleer Eggineering, P.A. Peter J. HaLI ( bn, trrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' 20' Scale: 1" = 20' Benchmark Top Nut Hydrant Lots 23-24 Block 4 Elevation = 928.87 Revisions 1 ) 11-I4-19 Stake house 2 ) 05-29 20 Re -stake house 3 ) 11-10-20 Grading As -built o n o r0 a ,1 a) \ 4 I11 N Lr, cn: CA cinLi. c.I_ a Z 0CCI w� x et >1O RIV N a„' b 0 O 0.