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HomeMy WebLinkAboutSURVEYS 11x17CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 180430 Legal Description: Lot 10 Block 3 Subdivision: SUMMERLYN 8TH ADDITION Address: 19141 Iden Avenue . Lakeville. Minnesota RECEIVED L By Christina Orlowsky at 8:09 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. 12, 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''�-'':�_�-_��EN A�EN --->fi_ , �3�~ - �►_ ?7 i9-~'�E >_ ' i � �,'�!� `� � � Q�'�aDp»-i-_N8��2��Q. -=�-1T==-=.�_ � � � ! �"/ � � 3 1& ___ 61.3g � ��`'(� � --,- Zoning=RM-1 � � ~ -j` ---f � FY-20'House,25'Garage � ��f�� � �T � � �r/7j�1� SY-7'Interior,20'Comer � PR�� � � r � � RY-30' � x s� y / !�! SY Buffer-50' � � ^ � " q . ��RETE , d ! �1 )y RY Buffer-50' 032 02 � �--��,_ $ � 4 � x / �+ / -- __— _ �enchmak n 5 1 --- � � � o.(iC49.3) - � � � / ao�r !'"{-' � R J j i 3 v� � � �� K I �M Pfppo�ey •� Q �`� � x 1 t 1 1 � � ��� 0 Jr18.05 � � �j��r ' $ BNI�ImGlk y� � I 4 f I � a71� � 1 N !� ��y�-'T _�_ j ,� � y � to'� � /�I�� ! � :- �$�r g"• fo.�N zo.00 - i T,__z��r___ � j ;��o, � „ ost.p�� rs,�p f _ r: ! ^� Y ' x , � ^� 53 ",/ 1; . � � , y rr 'r y�cmc 1 � ° � i �; � %� ` y � 1 r acm � tl �I t� ■ �$ �� �' 1 v � v n � 61T � 1 y " ! '� ► .ss " � � � ' i � � �! �;� $ � � ��� �� �� , i 3 ! �; 8 Hor��a/o � ! ; y tp x � ' 8ei o � / r ' O �i�J� g o J r� c� 8'4'F�.LO. %o �" "f � � � � $ ^ " � ` / r � � , �� y , , ty .. �r'223Qx_-� � 38.8� � s � s � y �ana�,«« Ilr � �l; I �s.00 � b �'�,•+a��� Y / ' ` � � _? ^ �r. � 1 ( � x za.ss'�R-�, r i a I �' a �}a�2�� ` � / � � � ` �v � ; � � i ;ho i/2Y ► �v � , � ;� �„" ` � � � �� �oQS� ,�rt �` s � ; � ;' x i e �� � V �a�\e� ' ��1\�,� � � � � / a.� f ` � � : ;, � ;� � ���,,��., x / � � %�" � �� p°�'nq�.� o,id �� / ` � �/ / / EROSION CONTROL "' \ ■ t n,��ttt �� / y� x / � � MUST BE INSTALIED � �� �j �oty ��� �a � �/ �,� BEFORE EXCAVATION 7 he cvrb box.Aram tik dae�aA.and catd� s o / � basno(applrable)must be r�speaed and � x H 4. accepled before As-Bu�esonw mon�es w�1 � y ,J9� � � � / be releasea AII strudwes must be Ilush �� a ��3 23;L� �7 '� �/ � � / � wiUi�he soA This wN�W xhedubC wNt the �� 7 "�l ¢ ��:� / U �anascape inspectan. ��� � � �ja� .. /`� % �.�' M i � V/ � / � ENGINEERING REVIEWED i�h �/- . �� `�0� / /� . � y� Date:osrozrzo2o corlowsky �'•�/ i ' /� � � , , 'Draintile ConneCtiOn fequifed. 'Malnlain 6"behveen bottom of siding and sod. �t�- ��y�y� • o«we..►o�Py. 'No sUuctures in easeme�ts. HouN a�o� 1854 SF �}' D�wtw wrNcr Low�st q��n(nq MwWion P�9��9 P�: 9 PorU aroo� B8 SF � Mrwlr tNNra�!m Laws! Iloor rwaifon SW�rdk orw.6S Sf ■ MnM�.Nch4 b. VK¢O�'9 Wm:t01Q4 ��Y��8S1 Sf Totd Inq�rMcu�Ano. Z6S0 g � Dwro1�try�wr Oa� ���pi �{��it Mr�pwNout Cewaq�• Y'Zjx X OOD.00 D�noM��datip�Meltan (000.00) D.wtw prapa.d�waebn Loxal Floar F7wotian :�q�pN� De�eW Orai�ap�11e�Nno1Nn Tap Of Fou�Oollon Ebv. :(1067.0) � Cenetn.N�en Not..� � Onol�iS� Ca/og�SIOb�w.�Ooar:���j'•7� � 1. Mstdl rock eonNruetion Mtronos, T.O.F.flewtlan�Lookout:(t01a� / �•�. 2.In.ed� .0 r.no.aa n«aee ror ro�la,oaitra. 3. SiGwalkf ahWl Croin o.or from haua�o mk�imum o/1.0;. I. Caatraclor must wify drirwoyd�qn 5. ConGocta must wify�s y��qtTpn prlo�ta COfN1fYCl(On. B. Add a ramove foundol'qn Iedye s rpuirb, $COIO: 1� = 20� Genvd Nobr. 1. Crcd'nq pim Dy Pion�losl dot�d E-i-19 rw w�d t0 detvmF�proppsW �hr� �Mm�^t �I�wllans�horn h�r�. y eertiy to Unnar Coipa�otlon thot Mh wrv�y,pan or T Nut H 2. Thi�eurwy doss�ol purport to�ho�improvwn�nls v�naopchnw�lti '�l rw pr�paW by m�a w�d�r my dk�ct wqrNslon, and Lot 10&ock 3 excepl os riwm.ot wrvsrd by m�or undp my dFpt wpwNsbn. fhat 1 am a dufy Hunsd Land Survyw undn iM�ar�of th• Elewtien . IOS221 3. Proposad buiding dYn�nNon�Mown or�!a hal=mtd�ocolim of sUucWra Slot�of Illnn�soto, dobd OS/06/20. on th�lot only. Contael buld�r prior lo cai�truction for opproved coneWclion piws. $fyn� 4 wr E In�win¢ P.A. �.,;�� 4. No tpxiflc solb hvqUyctlan hw been pvfpm�d en thb lot by lM aurwyor. U�saaotrV►.r 7hs suitoDUity of wla lo Wpport N��p�clfk hwN propp��d b nol tl�� naponWYily of tha surrayor. BY: 5. ihis cKtlfieaG dau not purport to d�ow wswwnb oth�r thp� ttwe�aApwn aon, ess on �ns recordW pat. 4Fnwota lhwa No. 42299 anol-phwkhmn�lonNranp,com 8. B�arinqs shorn ore bo�ed on m wwm�d daWm. PI�NEE �c �o. e�� a ��'p'�' �""""�Y" eTM �1D�'�'a" Certificate of Survey for: ,,, , .�.. �,.�..�..,�.,. oeco►Giny to ths ncorded plet thereol Lennar Co P8t10II �nF�mp�sse na� rr.:tasudi-i9i� Oakoto County. Minnewto � Meudpa IIei�Au,MY SS IZD wwur(6}716ii-018i 16bS 3dh Aw N Ste�600 .p�.oc��vm Addre�s: 18141 Id�n Avenw . l.ok�rile, Minnewta Houw Yodel: BAstN dewtion: 83 n�,,,_v,oa„�„�',�,��?,ro,,,,., 11x17 --IDEN AVENUE -1 1 - 2719 (O CV (1055.3) X y h ,O Vacant O(1050.3) ON CV 0) .6 Lot area = 11979 SF House area = 1854 SF Porch area = 88 SF Sidewalk area = 65 SF Driveway area = 651 SF Total Impervious Area = 2658 SF Impervious Coverage = 22.2% ,y h- h `t• 20.1---ar ry0 Otrya I�18.i1-_ I 1ptN�v 10.0 yNh a I„10 ,phry 1 X lf) (a a �i , X x,1 X 1°h 6.2 h, I lohys"'�lt / \°t / oaa ry / x' X ,o° 0 CO N N x X a\ x f e 54, X / x O / 1 / ao x bt t,Doy � • `pby0 8, 7 ox X yy X I 0 A, oa X, C , / / hti A i / oa $ai x • ati / 0 ecs oe e n en) n t per 4ti//t y Ala \ x \ �obn 0 h \J�(X 1° Dad' ,ya 6 x 30 23"14/ J 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 General Notes: 1. Grading plan by Pioneer last dated 8-1-19 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. PItNEERneenng/ P.A. CIVu. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dnve Ph.: (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ptoneereng com Project # .119237012 'Folder #: 8258I Drawn by CWM $ © Pioneer Engineering • Denotes 46, Denotes ❑O Denotes ▪ Denotes ❑� Denotes X 000 00 Denotes ( 000 00 ) Denotes Denotes A Denotes iron pipe service television box electric box telephone box existing elevation proposed elevation drainage flow direction spike T==z- 61.38 I L O (1049 /. OX ' � Nob'o° 10 x \,\ X X p9 O°j , / h 1°ay / h9 x /10a X / / / / / 130 //• / 1 .to^/ 1 At AA oa M Noa A a / OM 1 °a 1 o aA b / / / « y Lowest opening elevation per grading plan :1048.9 Lowest floor elevation per grading plan :1040.4 House elevations Lowest Floor Elevation :(1045.0) / Top 0f Foundation Elev :(1053.0) / 1053.1 Garage Slab Elev. ID Door :(1052.7) / 1052.6 T.O.F. Elevation © Lookout:(1048.2) / 1048.3 (Proposed) / As -built REVISED 11 /10/20 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 05/06/20. Signed: BY: _ ws ressltirial Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com eer Engineering, P A Lot 10, Block 3, SUMMERLYN 8TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 19141 Iden Avenue , Lakeville, Minnesota House Model: Bristol Elevation: B3 Buyer: Sherene and Craig Boodram / 0' 10' 20' 111 Scale. 1" = 20' Benchmark Top Nut Hydrant Lot 10 Block 3 Elevation = 1052.21 Revisions 1) 05-08-20 Stake house 2) 11-10-20 Grading As -built Certificate of Survey for: Lennar Corporation 16305 36th Ave N Ste #600 Plymouth, MN 55446-4270 Phone: (952) 249-3000 / Fax: (952) 404-1909 tr