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HomeMy WebLinkAboutSURVEYS 11x17CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 179078 Legal Description: Lot 9 Block 2 Subdivision: NORTH CREEK Address: 17358EIv Avenue. Lakeville. Minnesota RECEIVED l By Christina Orlowsky at 2:36 pm, May 29, 2020 We -F hereby certify that on 18th day of Mav 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: (/P .ter 1/ Hawkinson Signature: .( / Date: May 21 st, 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 _ _---- _-- - -- 173RD STREET W iThecurbbox,draintiledeacwuLandratct�hasio______________________________________ ------ ------------------ I tif applicable)must be inspected and accepte3----- �SITE UNDER CONSTRUCTION� before As-built escrow monies will be released All curb and utilities shown are ro osed I All structures must be flush with the sod This P P I will be scheduled with the landscape inspection N$9°42'49~W ��9.�9 EROSION CONTROL ' ° Pl�OPOSED� ' • CQNCRETE' �MUST BE INSTALLED BEFORE EXCAVATION � 'W � f (924.0), - K(924.5).i a " :� w p � .� 4/ 'Maintain 6"belween siding 8 sod " �� � a 'No structures in easements x ` i Drainaqe and utility x `' � easement per plot � � P x I x x x n o P o • I K q .� w R M m a,. �i"�' " s3 L� o � . ; � .� � � � ,� 1�� -----> �-->r---->r----»-----»----->r----> d - , � � . � .. � � � x . e . .��,�.� p Q � ; -----�------�-- , s `` '� ; � ----�- � e J � �s t� � a S � e / 1.-.���� � �� o v m ., � M I � � � M � i (� 10 I i " � �p ��� � I i .� �v x i / _ E � � a � . � . ` . � � � 's I � / I � / & � � . �;;z2i.$). " / x 11 � �� °' � � R �/ � o � � r----------i 922.0 / o x (921.5) W v 9.�2 , ,53.67s . .� ---19.36� � � � x � M " / �- � �� � � Proposed . � � I ��House � ' � _ � n � �M y�y� �.. �36 SE.W.O. , � / ro g ^ Vacant � Z M i� 017 ---- . - �p.-'���M / M �O � r�?�`�J I n Gar�ge� . I -� „ � ^ � " .. 1 I c� . a �.� . .17 ,�' w / � � _ q � �;W � � N I �" e � 0°'70.67v porchC}�925.0)�i � rt Vacant (�25.0) ry o� 9.1� 20.00 i 7�64 x��v ,o.00` �� 925.3 0 0---- p X-- �y--/ F�. v � i i r s s (�24.5) � [ m x � v�i 5 �•'� grp�osed � ��81 „ � �'u� -- n waY _ 5 � ��J N � iS 1 � o� 6.7%�/ _�J '� �i x _ `�(923.3 � � a a m � a ��73, � \� --------- -L�- A \ ---------------_=_�=� \ n `�� ENGINEERING REVIEWED S89°42'49"E 0=17'1326„ o��� Date:�vivzois Iritchie 30.14 R�1��� "� �\ _--- . __ i �--;�;���: ELY AVENUE '� � � Denotes iran pipe `\ Lot area�129H SF �� oenoees ee Housa w�o�1870 SF � Dmotes teia eio�,bo. Porch wso�Sg SF � oenotn eie�tric oox Sidewalk oreo�33 SF ■ Denotn td h Drtvewoy oreo�669 SF � °P°"O bO% Total Impxvious Areo e2631 SF %�.00 �enotw�xiating eiawuon Impervious Cowrage�20.37G (WD.00) Denotes proposee Nevotion Lowest floor elevation er P 9rading plan :G2Y.0 Denolea drainaye flor direction � Oenotea ep&e d House elevations (Pr000sedl/As-huilt Construction Notes: Lowest Floor Elewtion ;�p�S� � 1. Install rock construction entronce. Top Of Foundation Elev. 0� 10� 20� 2. Install silt fence as needed fo�erasion contrd. ��0��) � � 3. Sidewalks shall drain away from house o minimum of 1.07 Garage Slob Elev. O Door;(pyy,y) � 4. Controctor must verify driveway design. 5. Contracta must verify service elevation prior to 6�nctruction. Add or remove foundation ledge os required. Scale: 1" = 20� Generol Notes: ✓Benchmark: �✓7.Grading plon by KJ Wolk last dated 9/5/19 was used to determine proposed �We hereby certify to Brandl Anderson Homes Inc that this aurvey, Top Nut Hydrant elewtions shown herein. plon or report was preparod by me or under my direct supervision, Elevation = 2. This survey does not purport to show improvements or encroochments, ond that I am a duly Iicensed Land Surveyur under the laws of the except as shown, os surveyed by me or under my direct supervision. Stote of Minnesota,dated 10/16/19. 3.Proposed builAing dimensions shown are for horizontal location of sWctures on the lot only. Contact Duilder prior to construction for opproved construction plans. Signed: iq eer En ineerinq,P.A. Re�i+im.s: 1.1 10.1]-19 Topo Id 4.No specific soils investigation has been performed on this lot by the surveyor. The suitobtlity of soils to support the specific house proposed is not the BY: responsibility ot the surveyor. 5. This certiticate does not purport to show easements other than those shown e er . awemson, ro essona an urveyor on the recorded plat. Minnesota License No. 42299 emoil-phawkinsonOpioneereng.com 6.Beorings shown are based on on assumed datum. PI�NEERe►,��;.�P.� LNORTHBCREEK� ��x u�a�,�. �. F �„ a, Certificate of Survey for: � � according to the recorded plat thereof Brandl Anderson Homes Inc sazze����n��e Ph.:(65q681-1914 Dakota County, Minnesota Mendota Heights,MN i5120 Fart:(65 q 681-9488 22l River Ridge Circle$outh,Suite I00 www.pioneereng,mm Address: Ely Avenue. Lakeville, Minnesota Bumsville,MN 55337 House Model: Elevation: Phone:(9521 a98-o230 Rojece 8:119254002 Polder d:8421 nra.��n by:MTW Buyer. Spec �Pioneer Ensineering 11x17 923.2 923 2 '9232 173RD STREET W 923.2 '9234 923 4 ' s 923.4 923 3 -923.2 'Ed (921.5) (925.0) "4923.6 4.8 • • • „ J.� (9241,5) 923.8 1'923.8 923 7 to N89°42'49"W ^ 923.6 a Pf�OPOSED•XJ3238 x623.7 aX 423r7 X 923.6 x 923 7 923.7 9 Drainage and utility easement per plat - - - ->,___---i-- 919.9 X 919.5 X 919 2.1 r1�----ii--- ----ii----ii- ----i x K 920 0 IC9197 x9198 X9195 x919.3 919� 919 7 �\ I-919� // o��i \, i V 9196 923 9 109.19 923.9 • CONCReTE,' 923.9 4 ,I 923.9 •a x 923 8 X 923.7 (924 0) 8 J 0 X 921 9 922.5 x 5 r to 0. X f 20.2b( 920.1 >� 920 4 9209 X921.0 1 X9/15�21.9' •925.7 923.4 a-924 7 9 1 O X 924.1 0 Z 924.2 x x 924 1 95.3 F )42 0.2 .'9213 20. X 9201 X 920 9 X 921.4 920.19 921 9 e2�'S3.7 / 922 / House 925.2 5 in Driveway to I_N I 7.4% OI 922. 23 93_-'9231 923.4 --(1 323 1 Lot area =12944 SF House area =1870 SF Porch area =59 SF Sidewalk area =33 SF Driveway area =669 SF Total Impervious Area =2631 SF Impervious Coverage =20.3% • O 922.5 922 5 923 4 x 22.4 922 3 924.x/ I924.6 X924.9 / / /5 9240 923.0 923 4 V- 923.2 922.2 922 9 922 7 Q= 1 7 922.0 S89°42'49"E °13' 30.14 R=105.06' 31.56 ELY 925 X 920 9 „e,23 2 • porch ci 10 0 Io 924.9 925.0 921 9 x 919 8 x 920 7 / /S 919 7 / / / / 920.7 x / 7 02 / / / 921 3 / 921.6 X 924 8 / 922.9 / 925.1/-9244 8924.7 /923.9 AVENUE -\ Denotes service ❑O Denotes television box ▪ Denotes electric box ❑� Denotes telephone box X 000.00 Denotes existing elevation ( 000 00 ) Denotes proposed elevation Denotes drainage flow direction • Denotes spike x 924.0 • Denotes iron pipe 48? 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 REVISED General Notes: 1. Grading plan by KJ Walk last dated 9/5/19 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. PItNEERneIenng, P.A. CIVn. 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 # .119254002 IFolder #:8421 (Drawn by MTW $ © Pioneer Engineering / / / / 920 8 / 9241 X J 923.4 925.2 x 924.2 x 923.3 922.9 922 922.0 922.0 X 921.9 m X 919 8 X 920 9 x 920.0 X 921 9 co cl Lowest floor elevation per grading plan : 922.0 House elevations Lowest Floor Elevation Top 0f Foundation Elev. Garage Slab Elev. © Door (Proposed) / As -built :(922.5) :(925.7) :(925.3) / 922.2 / 925.5 / 925.3 924.0 5/18/20 GRADING AS -BUILT We hereby certify to Brandt Anderson Homes plan or report was prepared by me or under and that I am a duly licensed Land Surveyor State of Minnesota, dated 10/16/19. Signed: BY: res- sltirlal Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com Inc that this survey, my direct supervision, under the laws of the eer Engineering, P A Lot 9, Block 2, NORTH CREEK according to the recorded plat thereof Dakota County, Minnesota Address: 17358EIy Avenue, Lakeville, Minnesota House Model: Elevation: Buyer: Spec 0' 10' 20' 111 Scale. 1" = 20' Benchmark Top Nut Hydrant Elevation = Revisions 1) 10-17-19 Topo lot 2) I2-16-19 Stake house 3) 05-I9-20 Grading As -built Certificate of Survey for: Brandl Anderson Homes Inc 221 River Ridge Circle South, Suite 100 Burnsville, MN 55337 Phone- (952) 898-0230 ]r