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HomeMy WebLinkAboutSURVEYS 11x17CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 187145 Legal Description: Lot 5 Block 5 Subdivision: SUMMERLYN 8TH ADDITION Address: 19194 Impala Avenue. Lakeville. Minnesota RECEIVED By Joey Pesik at 8:52 am, Jul 22, 2021 We -I hereby certify that on 19th day of July 2021 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: (/P ter 1/ Hawkinson Signature: c� Date: July 21, 2021 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 Encls. 1 11x17 I II II I1 II 30 30I 1051 0 x ___- 101.i - 6 1052.7X r-- can 1I 1051 2 b 1052 2 - . 1b50.5 I I 1 I 10pio.o 1 q48 2 I_ --- I J1 1048.0 r0475 O i1 (n �, 1047.3 Lot area = 8479 SF House area = 1787 SF Porch area = 143 SF Sidewalk area = 27 SF Driveway area = 753 SF Total Impervious Area = 2710 SF Impervious Coverage = 32.0% 104831 1051.0 10 1050 s I ,q 1051 6 S89°49'30"E 1054.1 10 1052 3 1052 CK` 1051 6 T 0 0 1050 9 1051 5 1051 1051 4 4 0 01051.6 0 N N House 1052.6 1051 X 1050 8 1051.1 XOtt 'k 1049 8 22.5' 10514 --' 1051.5 100511 6 0 110507x 10489cD ---H1p496 10 I L 10l`b00o0�: 1053.2 1053.7 1051 4 x x 10513 1051.3Xr4C10 1051.3 11051 5 0 10508X 1051 4 01 -1049-7- - - 1048 1 x 1049.5 0. 5.4 1048.1 x 1049 0 4 7 4 CO .4 1045 x 1045 5 Nt I x 1048.5 X 1045.70 I 1 1044.17 10 1 �046.8 -.1 1045.0 1. 1 1 1046 2 x O 1 X 1044.3 Graded A 120.25 490 �1048.7 1047 9 1048.8104T2"X 1046 9 A 1045 9_""X 1045.2 1047 4 1046 5 x 1ni. v 1044 8 xI 10 ���45.2 1044.1011 1046 4 r 1 q ,g X I044.3•1 1050.5 X 1047.8 043.7 X043•7 X 1043. 11043 5 0 1 1 x 10143.0 X 1042 9 1 1 1 1 1 1 1 1 1 1042.1X M x 1041.311 1 X 1045.4 �34. 2 �� 1�1.1 X 1046 7 21.5 1 343 5 _ 49.0 x 1043.6 X 1043 3 X 1044.0 x 1043.3 x 1043 2 ,< 1043 4 X 1042 4 x 1048.4 1049 5 X 1048.9 x 1049.0 --- --3 10476 ^• 1 10500 • I Foundation 1 N .r c;0 .t ✓ �. 0 rAnctri`, finrc Notes lnslaii 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 7. Retaining walls are conditional; Wall installed if the grade exceeds 3:1. Wall will not be installed if the grade is 3 1 or less. 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, PA CIVn. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Dnve Ph. : (651) 681-1914 Mendota Heights, MN 55120 Fax: (651) 681-9488 www.ploneereng coin Project # .119237021 'Folder #: 8258I Drawn by CWM $ © Pioneer Engineering S89°49'30"E • 46„ ❑O X Doom( 000 00 ) Denotes iron pipe Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes spike Denotes proposed retaining wall designed and built by others X 10451 x 1044 8 service television box electric box telephone box existing elevation proposed elevation drainage flow direction 10412X 1nAn o X 1041.2 X 1041 0 X 1042 9 5 z c• 0- 0 a. 9 4) 0 E c x 1042.7 0 co X 1042.0 1041 o4X Tox - - 1041.2 124.12 Lowest opening x 1040 5 '1 X 1040.3 .041 6O uX 10409 1 11040 2 11040 N ° d 1040 2 1040 4 x . IX 1040.0 elevation per grading plan :1043.8 Lowest floor elevation per grading plan : 1043.8 House elevations Lowest Floor Elevation Top 0f Foundation Elev Garage Slab Elev. © Door (Proposed) / As -built : (1044.1) / 1044.0 : (1052.1) / 1052.0 : (1051.8) / 1051.7 REVISED 7/19/21 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 10/07/20. Signed: eer Engineering, P A Heter J. Ha BY: ress- srlal Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Lot 5, Block 5, SUMMERLYN 8TH ADDITION according to the recorded plat thereof Dakota County, Minnesota Address: 19194 Impala Avenue, Lakeville, Minnesota House Model: Sinclair Elevation: D3 Buyer: Wiike 1 1 1 1 1 1 1 1_ 0' 10' 20' 111 Scale: 1" = 20' Benchmark: Top Nut Hydrant Lot 4 Block 4 Elevation = 1052.08 Revisions 1) 10-08-20 Stake house 2) 01-12-21 Re -stake house 3) 01-27-21 Foundation As -built 4) 07-19-21 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 >ti �oning=RM-1 � C/I �� Fv-20'House,2s'�arage ENGINEERING REVIEWED � I`'�n SY-7'�^RY�300'Comer Date:12128l2020 Ivlasary �e SY Buffer-50' � RY BuHer-50' ����' � ` S89'49'3Q"E 120.25 I � � i ' � � ; i � � I a ^ � � 4 oss�� " �- ; ��,., l � 4 � � �ano ■ �mzmo*� v� �� Ba�n�Bmork `r a�: � 1 i r--�--�- ~ \ �1� .ia�.v z�o�� x�aa� �� ' y f1 I i �r�a 2�.25 ��taee=+.0 44.00■�oeno 1046.0 1 1 1 '��_ i�.S"k�.� & �aa.o 'm' x�anai$ -� m i°�u `� i°"� ` v � � r---o-�-----�------}-o--=iau---- � y � I � �� I ��1070.6 106As M1010.0___' I� � fOM � K1Wl� � i � Z2/. ^ t0lOA' __; � �0 �1 � � � 1 � T_ / G / 1 ' �; ` � x��1 x�OORI g X�S61LLo ' 1DY.] �1 7 � � i'1�.�` Wv l a 'd"° ►e d'� � �� z1.50 � --�2 4�o----- --- , � �, �r� ' l0 83 ' � I- ��o � W apo� � �,� �; & x,,, � �o �� X,o..� a`c � �.jC�Od'� � w: + ww.sx �� x �x, p/ � � v e �� ���Of i n � � 5 I �� 1 ' a �� � I � qwm Yf � c �I � �� I _ I 1 C O 3. 1 1 � �, - T.79 �� g'��` w � o f� e � � g� '` �L� t� ' a`rl.Y�w x x,axa � -`o n � i � / �g., ,.�:'�,,,�.�; I 0. i ,.��wi � o �� .. I � �aa. ( ��;Draintile ,o nectio i requi ed. � x i g � z, � � x � � s- � � I �N 3 � �aa• � i� S , V v��F_ a �aa�. 3 4.2 ��+ .. � 10 �' �� 1 � f�O 10 r�1 g io�ae. �n t ..... � i :n � �----=� 'ol-,�io�i'do�n to ------� ::t:i::: -r--.__ ► r. � ,� ��T� ,��w._`�_r,_ �, �,�., �� :�:.�::::. d»�s ,aayr.t::: i � ^ �) x'�a12.. (�a�.�44.00� ,a,.s N ,� .:.:,. � v� � � � 04�e� x�.,d ` � � 1 y ��, �enchmark x�o,a� � �'�'�P � �� �ows ✓ a ror� x wa.� x row.� 041.91 x�oa� � :i}?.i{: � r � � � ■�oaa � �anchmaAc .�m�� ..... .:: � � �� Vacont h I icaii:•:' �ar� � � '� v I � 30 � � ! �, S89°49'30"E 124.12 The wrb box,drain lGe deanout,en0 r�U basin(if applica6le)must be inspectod anC 'Maintain 6'between bottom of siding and sod. aceep[ed Deforo 0.s-Buih escrow moniea will •Na struGures in easements. ������ be mleased.All Etructures must bp flush witfi the eod.This will be sehMuleC wNh tl�e �anascaae�nspecna,. EROSION CONTROL MUST BE INSTALLED 3EFORE EXCAVATIdN Let ana.Bt7Y SF • o.�ob.Yan ptp' HWN 0f�0�1787 SF �f p.�oH..��. lovest apa�Ng tlawtion per�odlnq plan:104Se a«a,ano-143 s° � o.we..w.wbn ew �or..t noo.a.wqan SlOertlk arsu�27 Sf � D.�otw�ed1e Eoc Dx q�oding pon:1WJ.a DA`eray arso�7SS SF ,j�/ea=huQt Tolal Nnpa�Ao�u�Anu 2T10 Sf � a"O�W�P'�01�� Houea davatione �mpa�lou.co�erope.szoz �m�o.o�o) o.�no«ta p�.a r�iwn �o.ae fwor o.wran :(�awt) / ' Owo�•6�wp.nw dtr.cum Top OI Famdolton�ev. :(106Z1) / � Osots¢� Caaqe Slab Eiav.O Door:(tpdt,� � u�����D.�at�acvw�d n1a�uNv.d� �matruet�on Netac dwia��d ad eu�t by ouwa L0.F.Qewtbn�LookouG(101T.� � 1.Instdl roek eon�W�tlon�nkonq� 2 Instdl dl fena os nud�d tar erpalon eenfrai. p•`.-JO• 3.SWowdks ahdl Onin away kom hauq a mNGmim ol I.OX 4.Contractor mut!�nrlfy drlwwoy dw1� 0.Contraetw must verlfy�erWes devatlm prlor to tmalruetion. 8.Add or remove foun0ot'�an Isaqs ae rapuk�d. 7.R�toininq�atla on eanditbml; Waq InNaUed if eh�qode eac�sAs J:i. Scde: 1� � Zp• Wtll r11 not DO InitopeA if the qrode Is x7 or Mn. Gmad Notas �I�wtioni N�rno bhrN�n�la�l datW E-1-19 rw w�d to Gbrtnh�prepn�y yM nM�yy earlHy lo Unrwr Carparotion Mot tAb surrey,plon y rqort E���°^t 2. Tht�arv�y doss not pwport b Y�w improv�mwils v awoodvmnt� ��'��by m�w wdr mY dinct wpwv6ko.and that I am o extaDt os�hmn.as eu(vsyed by me a unda my dtrset sipsMdon, daled %Q7/yp, ��undrr lh�tara of!h�Stub of Mkneeot4 3.Propowd buldinq Eimrisbn��huWn urs fa harlsontd bcotlon p}abuetura on th�lot only.Contact EuYdx prior to canWuctim!or�yprov�p con�Wction Db^i Sk� i �ar hMrtnq,P.II ttw� 4.No�pedlk tOB�hvqtiqatlpn hW bN�prfprtMd On Ll�h lot Dy tA�Wtvsypr. ��> Th�wila�Hty�soi�to wpport Ma sp�fllc houae prcpw�d is not U� naponsbiity of the aiwveyor. BY: S Thb urtllkota Aoy not purport to�hor�oswn�nb otlir thrn tAOM ihpm ar sa+, r � pa on th�r�epd�d plot MlnnMota Lkanf�No. �?199 pnoi-pha�AtinfOf1a11plwny.MT 0.Bwrinqf�Awn a�ba�e0 on m aaumW dotum. PI�NEE P�, '-°t �. �°� 5, �.at �� ��--�.�.. � �'""'''��'' aTM AD°1710N Certificate of Survey for: accor0iny to 1hs recordsd piut theraot Le�IIBr CO I'ALiOR �*��,� P6.:(651)N1.191� Dakota County. MTnneeota � Meolou I AIN 51120 Fu:(W Il 6A1A48B 16103 7M6 Are N Sm i16p0 w�w.pa.x�,�.c� Addreax 19194 Impdo Avanua Lokw�la NMnewta py.,owA,MN ssNb42t0 F�eo�aaa:1192J7021 FoWaM:8258nb..e�cC�w MOYN u0d��^doly dwatlon: 03 phmx(93T1tv�3o0p/Fu:(9�52)�1909 y+r. WYke