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Home My WebLink AboutSURVEYS 11x17CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 175097 Legal Description: Lot 2 Block 1 Subdivision: SUMMERLYN 6TH ADDITION Address: 19145 Indora Trail. Lakeville. Minnesota RECEIVED By Christina Orlowsky at 9:40 am, Oct 15, 2020 We -F hereby certify that on 5th day of October 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: �i9P .ter .1 Hawkinson 9 Si nature: / c 0/ter - Date: October 8, 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 � _ � , '(3 ' I � � a�� /� ,-. - ��- '`'Y� cK � Zoni�g=RM-1 - `Maintain 6'between bottom of sMinq and sod. � � 'No sWc[ures In easements. � IFY-20'HoUse,25'Gafege. . w � �O �SY-i'Interior,2a'comer� S$9°52 53 E � 1�0.24 a Y , , } RY-30' i �oeu � � Exi�tlnq s I _y� � � I I N�� $ SY Buffer-50' I Soddid : Houae � I �t' ys i �yst' � R i_�_ _RY_Buffet-�� ---� �a+� I n � ' �� Y.��! . . ,�� z iaae o$ 1071 85 � . i I � �� ao. � �eu. ■ias� r imc. ,�a�� wM.i 1 Brnehmark�I . i I I� � � � � .iona 30 4-� B ��. . �� iaia g os4 oe�a x ia..> >on• � ims� K�mai � i � v � i�� oeaa � benchmor 'e"'�i � wn.� $ .�'a � j � N R �oane : iano 'au• (10822) o�zs 1064.1) %�48.OQ �071.E 25.30 x � i � y � �.. ��'=— �.41.57 �a�u ; � �_ o; imes i n � �; � I �� J o _ I �,� > � --___.--- ---- � .. �. .. � iwez a'� —cl{--,M--'--}o x.l4n.�i 10 I---�v>�— � n� ` � � ----------- . . Z ' �� x�wa 1 1 i tv. 20.50 ,o i+■�mts •' � � ` -x iaaa � x ia�� o.,on� , o �an.� � S I I ' --U__-'----� 78� -- --�^ ' � �aa.� �ame �imai � a�p �I�! U � iaea� .i�ia..�'� I ---^-x�one '�'�' � 2J.50 :� .2.00. I � ^ IV Q d �� d�� ors xiax.� .�mu . " �''.� ,� ien.QQQ � I N NV'G1 N ioNi , �ase ime= .= f rlion,� :� . g f��"��KO � i� � �O,O� ;a�x�ou.x C x°°�_° � tnwax -�o.." .ww.�ry K wro� I 1�Q �- x�oM.o vl\M �I � � � $ § ' I W IO o I Q � �� g a' n n�fD k 1011.7' � � f � I G c�i n � u �aae o,, � a»o■£�� 13.79' _ v O a v�� 2 .�oer,o n s�e 1..._--- �a ^2b.'�--- yf � N ��C] � � we�.� �aui ,oe�.� � � � I an,� . a � ioroa � . � ta%stY � �? o (L' •alFScrw �ais �� x�aae ■�wa �m rf d j o^ '�' ( � o.. � . .ias� v iau.a � ` � 4 � # � .,aaa x�'; ' . ,av�� '� ";o I ; '� ^� � �6 . (� ' �ai� �3Y.2i �x % i.... � to ' � Z r �,� � 0 �ia�.� � f �� x ioeax roei� o iae+' n �_._ I � 1 g � �� !--------- -a+----------of--�r"r—;;,-' --�; . i � �m �'a '�w`R �oau roxe ��!�oe.a wera 37.21 ; 'n �m.a ""_ .�aa.� .- .- PA�mn �� .�i I � � �.' o�� a�i.a ^ aua K�war x�a�.o tax.i:(1083.9 x mn�a 46.00 (1070.0)25.51 g 1��' ' I I F � � g �`" �e�iich9mark x ian.� ��man ';' 2S I I " ..t.� �� EROSIQN CQNTROL Iv x�aa� K�� *tan: •��.� •��t ��.n io�o.� 1Q69 79 ^ � °� � '�,� p.�i u� . MUST BE INSTALLEQ � Bencf�mork � � I +• {g BEPORE EXCAVATION �� Ktoe�a"0°'•6 +oeaa � I•�-� j I �v � P� �3 io».� iow. roeae o i �I I � � ( �� i _ I � Snd4t4 �Z, � ' i i � v x � � � Ea'etfng o , 'Draintile connection required. p Houae —_—_—� p i ThP wrb M�x,arxin h:e deanout.antl ratch ,. v i DasMN Hp�limble)musl be insReaeU antl � ENGiNEERING REVIEWED �9°g2�s3"E � 151.93 a�,reaee�+a.-s�u��;i� ve rckanse.�d.AN:Rru tures rcust ba Nush ! NMYMw Omotw ntolnln0��k��d � with ttu�sod.Tl�is utill he c,.rye�uleA wilh ihe! D8�8:10V2A72(119 _ corMwskY OWiI bY e1M1w�. �andscAp-,��.�:nrn�. �•�,,,^��,,,,uotec J � Dwwtw Iran D4� LOt Of�O�i� .y. � ��LoA fOCk+C011��NC�1011 M1lfM.M. � DGM1M RIMCI H04N Of�O ��Q$f �� .a.�, 7 1.Metall tllt fmp o�nNMd tw eroabn eonUo�. Path ana�f04 SF �, 3.SWeMapcs shdl�mM awaY from M��e a mk�Mnum of 1.07i. oa,M«��w�.im bw Sfdswalk aw�S1 S 3y �.Cont�tlttor nuet wH�y Ml�ewoy dnign. � Dmolo N�elrk 4w Orlvewoy psa�702 SF � 5.Controctor munt wnly eervice elewllon p�iw to comtrvetla+. �l �alee tWplwm bos totd imprNeua�r.o.2s47 5F s �� 6.AAA a remove�ounAatian I�aga e�nquYe0. x o00.00 Dano�a.eKMmy�wre�kn ImperWou�Covaraqe�20.0fi Scole: 1'� ZO' (OCO`o0 1 Danele�p�pmea tlwroWn t;��j f7enerol Nolsa: o.noiw wa�wp�Ao.et�otion B�nchmork: � k 1•(iredln9 D��by Plonsw Engineerinq la�t dated 1/26/1�woa usW ta � Drwir p�u Top Nut Hydrant Mlrmine propoee0 d�votion�eham hw��M. yle herobY txr:ify to LsnnQ Corporollon lhat lh��f wrv�y,plan a ryort �ols 4-7 Sloek 1 � Y.Tl�h wrveY dosa not purpoH to Naw Irtqrov�manls a mttoaU�mmt�, ws prapa�ed>y ma a unMr my CM�ct pp�rM�bn.und Uoc i am o d.w�a�-+o�z.ie � � erupt M�hoan,at sur�wyed 6y m�a unda my dkact waxNrbn, lowefl openin�Ne�ollon p�r preoMg plan:10l4A yl I(e�neec Land Surw 1 ].Proppaed budAtng dkmnelon��Aown w�lor horltontd location ol Y yor undr th�la�n o/1�t StoU el Mlennolo. �+ ! elruaturen a+ the let eMy.Contact buildw p/br W eonalr�otlun tor Low�t Iloer Nawtten pv qroAing pan :10l�.� daUd'�0/OJ/1Y. .YE3 t tlppraysd canatruotbn piah�. �M'�": � LS i �.No epeciRe soAe tnva�llqatbn non d�an pMormW on thb lot OY the Neun.r.votiene fPrneanedl/A�^hugS, StynM: I a�r 1naMnp,P.A. �.i�u+w.i•9oie�.�.e � � � ,i eurw)or.Ths�ultobAlly of ooNs to eupport Na spwlfk houes proposM b lmv�at Floq�pewflal .- � nat tfir�tepa+s!01'�ItY of lha�urwyor. '(1�'O)� / BY: � � 5,i�le cert�fimta 0oe�nel purpart to Mwn w�emente otMr than tnOw Tep 01 Foundotlm Elw• i 1075.0 � w tAoNn on the..ce�aea ob�• co SIaD Elw.O popi;`I ' / Mlnneroto�Llea��a Na 1 299 ama�ll- hawNM w� � � ` !,Bwrin6a ehown ae baed en m as�um�0 tlelum. � �� P �Pt�aaw+q.eem ^ � !'��Y� � i--i 11x17 I 0 )'O $ (1)..-.p O ,,�� ,p611 I \ 0\ 1 b 0 .y0 .1. \ry I O b V c ^06 X 1 106 •♦O^O ^ol'h O.1 I#"9 ..p1 �p,�'h , p '� I X z 1. X n X t` X 1 O QZg o ° 0 .SPt • v p6ry 6 NC) • �1 'gyp I V/ j.y • C� v-, ON 0) O Z ROAD (C.S.A.H. 00 0 BITUMINOUS y06 .♦O x O 0 1 10hA ♦Oy0 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. `Oh^ Oh General Notes: 1. Grading plan by Pioneer Engineering last dated 1/26/17 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. S89°52'53"E a0 Sodded 06 O X X 150.24 House \ O�0 ,OHO. 611 .♦O teem , h ry 01ry X v .1',l 30 v ; inry a6 �- p0a I o • ` o� oa>� 6 f- a 10 l" I p0b • M9 a 6^ O y,�pry O Ory .�O p 0 I �..,LIZII e� 1 6 I • O Ix A� a W /10 O+O x\ 6b1 p0aa �p0 o7910 06hA -x.,o r , X X• I 2 Sodded S89°52'53"E o N C1 CO O 00 M x h ^000. 23:5 0 pry a ,^6 20.5 o 01 O N' 1L U C O r, o x Iy1 •♦�O/ ry6 x \h Al' 32,2 / /' 1 v1 O 1 O'1 •.060•.066y No00^J 00 O6 , '- !- r. Denotes retaining wall designed and built by others. • Denotes iron pipe Denotes service ® Denotes television box Denotes electric box ❑� Denotes telephone box 000.00 Denotes existing elevation 000.00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike \060 AO yv� House 151.93 Lowest opening elevation per grading plan :1064.3 Lowest floor elevation per grading plan : 1064.3 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Slab Elev. (Proposed) / As -built :(1065.0) / 1064.9 :(1073.0) / 1072.9 ® Door :(1072.7) / 1072.7 o\ry x 000 100 ` 10^oh �p �O^Oa 0 N O L ^1 -10 �r�°10 • 46 Roo > O� o I .0 - 25.51 --- xI •& 10 .p�t 101 .1 a I 0 / • O L01p I 0 : Y . ` y {� I O 0 6 yI,009a ��'S 091 Ac y0 ITI , .♦O 1 CO 1 0 o h hcr- Lot area =10567 SF House area =1790 SF Porch area =104 SF Sidewalk area =51 SF Driveway area =702 SF Total Impervious Area =2647 SF Impervious Coverage =25.0% ii d° 30 v REVISED 10/5/20 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 10/03/19. BY Signed: //PiArleer Engineering, P.A. Peter J. HaLI ( ibn,'rrotegonal Land surveyor Minnesota License No 42299 email-phawkinson@pioneereng.com 0' 10' 20' Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 2-3 Block 1 Elevation = 1072.18 Revisions 1 ) 10-04-19 Stake house 2) 10-05-20 Grading As -built x Ian- LI