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06-24-18 Revised as built survey
E Lot 1 ,2, & 3, Block 1 , STONEBAY SEVENTH ADDITION 1 Denotes conservation post X 000.00 Denotes existing elevation according to the recorded plat thereof Hennepin County, Minnesota ( 000.00 ) Denotes proposed elevation Address: 765, 67, & 769 Bridgewater Drive, Orono, Minnesota Denotes drainage flow direction 1025.6 % �S A Denotes spike X 1025.0-44. Model: N/A Elevation: N/A Denotes erosion control I I 1025.7 w�'� 1025.61025.10255 X 1023.8 .5 7025.8 •�1 :x. � Denotes proposed rock construction entrance • • 1026.3 NI X 1023.8 1026.X 1°26.7 j O - 1026.7 7024.6 �'\5• 1027. a�� I 1023.1 X / U 1027.1 j X 1027.5I . / 1022.2 x) A p',•1026- $5� 1028.3 ,026.E X / ` 1028.0 %/ X 1024.4 \>> 1028.6 1029.2 Scale: 1'�=2 0 • 1023.4 .26.4 \, X 1028.4 XX 1028.0 • 1020.5 • 025.0X 1028.4 �0 4 / X / X 1023.9028.6 1028.3 e�oy �X 1028.437 0 Benchmark: ++ / 1024.9 1029. 1029. Q�•J 1029.1 •O 1026.9 V� /*/ 1024.1 �, loza_s W Top Nut Hydrant +'j1 10227X • 6� 028'9 X 1029.2 E. of Lot 3 Block 1 • 7077.2AM(� �.c�`4.3 029 10029 0 LAS -y Elevation = 1030.30 / S°�` `v %/ 1025.10o 10.x.1 1029.3 % X 1022• o y- 21.029.+ CO 1027.1 X 1016. •020.6 1° '3 0 co n� ,407, r2,1 1°28.7 , ;0 I 1027.0 / tti^J' M•I O) GI 1029.4• I X1021.0 15 .N O.a X \ O 1016.5 / / `5 ;` p 1026.7 1027.1 / 9 1' G ' 016.3 % 1021.3 021. `� 0 029., 1. 91.3:9.•229.• / /1020.: 021.1 1.0. 1 A 1020. X 1016.4 •0 1021. 1 21.7 -c\0 ``�`S �3 \ p 1027.3 021.1 O G ` 1029.- I 1027.5 !•/* 021.0,9021. 021. .0 ^ m4 *CP 1b / p O Qta N •' 1028.3 j 1016.6% 7021.. ...•• .O 1 0 C0� 1029.9 1029.4\ 1029.2 10P V- ` 0 1029.6 1029.2 N 1 021. I NOW0..0- 0 ,` OA 1029 7 ta'� .O (.3, `t,ct� 2P 021.1 1 65 O ? ,1027.6 V / 1021.0 021.0 '+� ``��, 50 030.”6 0 ' 029.7 / 7021.0 WV, \ I 1029.7 1029.0 ,1027.9 Z • / 1021.0 ` N•3,,. 61 �$ 1029.8 1029.8 -029.1 1 •� X 11020.5 ,p / '� 1029.8 1029.8 • v-o / X 1019.5 '1021. \` �ti:y X 1029.5 1029.7 11027.9 X 1°19.1 -0 029.8 X 1016.6 1020.7 , 0 \ ! t� �� � cP \ 1020.8 - `'. �0 h I Le t� 1029.5 •\ X gp0 O� O 6g 029.: G7 •\ 1018.0 �� Q ,` ` p Wetland setback--�\.\ x41017.9 1021.0`. o ,���� 1o27.s `��`.� 'i 6' 0 029. 1029.6 Z \.\ i't7�,`` � \` 029.0 ��1027.7 ��` 00` Ntl Z�•• .11028.7 .ECO •`'\ X 19.8 60 / 70 7.2 r'�$ ```� 1029.4 \ 1029.0\ > j 40 • \ \\ 0 / .���//.C>''' 9 02,.46.1V \2 9 10266 Q���e��Oe', �. 1027.5Ul CP \ ` 1020.9 S 10 6.7• 1020.9 O (n 10 1029.4 8- X •FD N 1016.7 1020.9 " • 021. t9....5., ``_`l7J gyp^ . 1029. x 14', 1028.6 \\`027.4: .\ X 1019.1 1020.9 • .f\O .3 n • 1029.3 1079.8 1021.0 - G,,' 8• 1029.3 I •\'\ X 1021.1 O0( 1026.09 1029.4 1028.30.2 ` 1027.6 O \ 1020.7 20 ' I il 1028.2 1018.8 024. .1029.E 1028.6 r� lb \ 1016.9 X • ` 1021.1 LJ X 1028.1 1027.5 019.7•. O. jL.,1•0.‘021.2 1024. ��28 1028.7 7028.3 S X 101 s.6 J�\,\ !x O� 0 ��0 1023.9 X 1024.8 X *A 1p +27.7 \ 1028.5 1027.1 Sso !� '� 1020.9 �' 021. 1023.9 1026.5 1028.0 \ O J ,00 lD 021. X 1023.4 1026.E 2;�\ 1076.9\\ X 1020.2 -01021.21023.1 1027.2 K6 /�,,/O 1018.4 • 3 1021.0 Oi• X 1022.5 1023.5 y WETLAND ry 1021•0 ? o i 1°2t•z1023.9 X +\0�' ��7016.6 \ o • 1021.1� \21.4 X 1023.2 /* . `\� \ 1020.3 10 0 1020.8 2) X 1022.1 �• �. Edge of wetland -- ,�� x 1020.8 x, 7.3 : •�7o2s.3 1020.6 \ X 1023.7 1019.3 \ jtjt N X 1021.1 1029.6 X \ X 1020.2 .0 . X 1020.8 X 1°218 X 1022.7 `\ \ _ x 1019.1`\ \ 1020.5 A^''�j`� \ . .3 �,�029.5) {/� X 1016.6 020.3 + 1+e`)X 1021.2 p X 1019.0\ 1020.1 �X7gt\ e �� 1016.8 \ x `�7C4t'OZ0.5 NOU5e 0t 020.0\ 'tI 37-5 \ X 1020.1 4- 1019.7\ 0 1016.8 xk 3 • \\• • `r REVISED 6/24/18 GRADING AS-BUILT . \ Lowest allowable floor elevation : 1021.5 \ \ House elevations (Proposed) / As-built Lowest Floor Elevation :(1021.5) / 1021.5 Top Of Foundation Elev. :(1030.2) / 1030.2 Lots 2-3 Garage Slab Elev. @ Door (1029.5) / 1029.8 General Notes: Lot area #1 = 5533 1. Grading plan by Landform last dated 4/17/07 House area = 2491 SF was used to determine proposed elevations shown Porch area = 261 sF .L_Qt 1 Garage Slab Elev. © Door (1028.8) / 1029.1 Sidewalk area = 12 SF herein. Driveway area = 476 SF 2. No specific soils investigation has been Total Impervious Area = 3240 SF We hereby certify to Wooddale Builders that this survey, plan Impervious Coverage = 58.6% performed on this lot by the surveyor. The or report was prepared by me or under my direct supervision suitability of soils to support the specific house is Lot area #2 = 4570 SF and that I am a duly licensed Land Surveyor under the laws not the res onsibilit of the Poarea = 2 SF p y surveyor. Porrch ch area - 2966 SF of the State of Minnesota, dated 01/20/15. 3. this certificate does not purport to show Sidewalk area = 96 SF easements other than those shown on the Driveway area = 262 SF recorded let. Total Impervious Area = 2928 SF p Impervious Coverage = 64.1% Signed: Pioneer Engineering, P.A. 4. bearings shown are based on an assumed //// / / datum. Lot area #3 = 6012 SF // (/ House area = 2422 SF BY: iVt{,� Porch area = 261 SF Sidewalk area = 6 SF Peter J. Hawkinson, Professional Land Surveyor Driveway area = 328 SF Minnesota License No. 42299 Total Impervious Area = 3017 SF Impervious Coverage = 50.2% email-phawkinson@pioneereng.com Revisions: PINEERengineenng 3.)01-01-17Rulisdfo certificate 2.)01-23-15 Add silt fence Certificate of Survey for: 3.)02-03-17 Revised foundation plan 4.)04-23-17s house Wooddale Builders 5.)04-21-17Revise Rcvsc Lot 1 house CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE.ARCHITP.CTS 6.)05-24-17 Foundation as-built Ph.:(651)681-1914 7.)06-24-18 Grading As-Built 2422 Enterprise Drive Fax:(651)681-9488 6109 Blue Circle Dr#2000 Project#: 115012000 Minnetonka,MN 55343 Mendota Heights,MN 55120 www.pioneereng.com Folder#: 7625 Drawn by: MPC Phone:(952)345-0543/Fax:(952)345-0544 ©2013 Pioneer Engineering e q 3{1 d9cwa M W / 2.ot,- ObI Z'1 ft-$-•' u + Sur vof