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HomeMy WebLinkAboutSurvey Ledger 15.0639 I 5 p<�s -t 0 ' ,s x G r r V GRco A' /,r O \' T. ' '�° a '\' Benchmark: x /��' CJ6 �� /6159'A) top of spike % elevation = 890.10 / % rP, 1 /� N o) /� r' cP� N:t3c7� /CDT: m __,\----....,./ 1%63% x ,---A A // ' Ns cr e - p ''evay 9"'/ .---(-1\50 $ $ �N °L � ' 0 J J__X , , \ d, o \ \ ` \ `� W 91 0 ui �• \ O. <88.• c r' e9°30 , 8„9 el \\ N3 Benchmark: `rO 40 22.0 / X \ top of spike �� \�\ °0VIN elevation = 888.07---Vii,.. t-,t ��\ c� al \ G°loge o le 89°:11 a1 �. 40'5' , W \1), 0 ' ,\100 % $ 1'1 (11.4::::: cocP \ ---stoop.-93\`'`'c'' O \ - nEi D0°°cam u.' \ CP co co NNo \• w ea `_\ LA O 00 prop°se m\ ow co�, \ :w 15 00 ��\ �NO2�1 \ .N O a Qof x ! ��' ' \� m 00 a *0:::/. I,. N �� m \ \ f^ c� \\ .0, 0 .012 0 ' �� x \r \ \ ` x `� p.) '8 w, 1-ej 0 �.= to `„, + x os • a $\: - Ib8 x v, N x COos 1, Y--- >e.o li• 11 x'� a 'o X cp. x To teP 1, ,, -m \ , 1� j . 0 s o x \� x , \ .- m „.0 '� ro\ x -%x o�d Q\o''- 'J�% % m 01 o� x\ x _ e L e< cix C; x w m��� rc,n,_ en P - S O' Os 0 x 11.0 7 t ..›.• �- �'0 4 0, .2, 56 APPROVED N Bulidin: - Date Zonin: gh Date Grading ` 0 0 to,......_42 ." '� , Lot area = 6217 SF Denotes service House area = 2185 SF In Denotes television box Porch area = 150 SF NI Denotes electric box Stoop area = 42 SF Sidewalk area = 102 SF Denotes telephone box Driveway area 297 SF x 000.00 Denotes existing elevation Total Impervious Area = 2776 SF ( 000.00 ) Denotes proposed elevation Impervious Coverage = 44.7% " Denotes drainage flow direction Lowest allowable floor elevation :881.1 A Denotes spike House elevations (Proposed) / As-built Construction Notes: Lowest Floor Elevation :(882.1) / 1. Install rock construction entrance. Top Of Foundation Elev, ;(890.$) / 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. Garage Slab Elev. ® Door :(890.3) / 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: Scale: 1" = 20' 1. Grading plan by Pioneer Engineering last dated 6/20/14 was used to Benchmark: determine proposed elevations shown herein. We hereby certify to Wensmann Real Estate Services Ltd that this Top Nut Hydrant 2. ermhis a provey doesnot purport to show improvements or encroachments, survey, plan or report was prepared by me or under my direct Lots 1-2 Block 3 supervision, and that I am a duly licensed Land Surveyor under the Elevation = 885.50 except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of structures laws of the State of Minnesota, dated 05/06/15. on the lot only. Contact builder prior to construction for approved construction plans. Signed: io eer En ineering, P.A. /Revisions: 4. No specific soils investigation has been performed on this lot by the surveyor. 1.)05-1415 stake House The suitability of soils to support the specific house proposed is not the 2.05-15-15 Make basement 9 responsibility of the surveyor. BY: 5. This certificate does not purport to show easements other than those shown howkinson Peter J. Hawkinson, rofessionol Land Surveyor on the recorded plat. Minnesota License No. 42299 email- 6. Bearings shown are based on an assumed datum. P ®pioneereng.com PI$NEER neer• PA. Lot 7, Block 4, L'IYa,LVQIIsLLP.S L PLAN/.US l.1AUYLRVLYWL,t L.,,.,�,IL,�:.,KC„fl,,Cf, JEFFERS POND SEVENTH ADDITION Certificate of Survey for: according to the recorded plat thereof 2422 Enterprise Drive Ph.:(651)681-1914 Scott County, Minnesota Wensmann Custom Homes Mendota Heights,MN 55120 Fax:(651)681-9488 www.ptonee1eng.com Address: Shore Crest Drive, Prior Lake, Minnesota 6955 146th Sc W Ste 19202 House Model: N/A Elevation: N/A Apple Valley,MN 55124 Project#:113200021 Folder#:7506 Drawn by:MN Buyer: Spec Phone:(952)953-9892 ©Pioneer Engineering