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I <br /> ORONO COPY <br /> 967.0 , Y v Y • yf 1 <br /> 1 1 , <br /> I ( / -- <br /> I I -..._. <br /> 4' // �,^1\ / <br /> / -� 9 , , <br /> /-c <br /> Existin 963.8 To-Be tiled ....-461" r;\---- <br /> ,- <br /> NET 1-12 <br /> <J11112 <br /> / r\ .One Foot(Proposed 96l.6Y J __ /- .. - <br /> r_- 589°51'02"W 539.00 <br /> -ftv <br /> / �,( J <br /> r � h, y, � i r'\ I � 1 <br /> 6 <br /> 1 <br /> I I(hi - 1L9�\``1)c ;L '�`-N IL J_ 955.0r�CT 1-11/ IN I \ •OS/2 I05 p96561 6jro 9 tats ��I 14 <br /> •' -_1_..-= -- LDI4 SETBACK = nent x i \\� \ - /\ V / / W / 51.2 I 510 %(951h5) r. F <br /> a <br /> iI" <br /> / / I/^I r , ^' 96A8 II V - I- _/ ^e,'Proposes y.• .. TIF. ` Prk ) \g\76S I \745 •\ © 3s[� E 11.7 \ 164 � _ _.. -l 196y41 1 / `\:-.) 2.0�y \ TX61 \y�,J\ I I \/ I . •-... 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N N <br /> OS R aT <br /> 965.0 1 O'65 \ <br /> \ I\ g\ lN6 \ c'�^ ' I 1 0; `) -Proposed Silt Fence N .. <br /> 4,1•\ <br /> � \ \ <br /> '''..1. <br /> �.0 281 a • <br /> _�' I/2 Pf�taol � j 0 x,11 \ •558.5) 6 N \ N <br /> Q s <br /> n \1 \\� S)e F �- I •\ I I \ \a '244 ( .D)Pi <br /> _ \ a 3 S89°02'30"E/498.11 s°1!e wo <br /> \... ailk . , , ...,-_� (� ::.,,,P \--9 ......- 1-1 <br /> \ \ �J <br /> v /�- <br /> ',71t1 <br /> _ _ _ f _ _ � s� - .'� -- s6VP n SAN.SERVICE _ `' S �py • <br /> .9 1 _ _ - _ __ _ _ - _ _ _ _ _ _ _ _ _ ElTWWOUS O <br /> / / "�', l _Rock BerM nic <br /> ......... < < e 458"HOPE PER CITY RECORDED PLANS 1 Entranc / I / WOODIIILL AVENUE `50 N�` <br /> \ E.iatMg=+ t1 �- 64T 1< < < < 411)--< <I < < 955.0 <br /> \ ddvenop /- i / \ L <br /> J •A �' ' //. 9b� \ l‘' An' - BITUMINOUS BITUMINOUS <br /> v- t)6 __ \ ( / \ "11 1 <br /> _L <br /> ,Iqs <br /> MO IP zoz nes _ <br /> n 1 1 r-, 1 T r\ L) ) (7� �. 1 I ) r\ %2.3 N I �\ i LJ �7 <br /> \ /-\L.J l.-, I I O I \ S S �-J L V I V O - ` <br /> DESCRIPTION OF PROPERTY SURVEYED <br /> Lot 48,ORONO ORCHARDS.according to the recorded plat thereof,Hennepin County,Minnesota <br /> Offset Irons <br /> (elevate.,are to hbe top of plye) i ` <br /> STANDARD NOTES Foundation Asbuilt OS el-96561 cls 02-960.15 f <br /> OS 0!-97241 OS e3-96503 1 f SURVEY LEGEND <br /> Top of Foundation Elevation =968.8 Feet k41�/ <br /> 1) Site Manta:190 Orono Orchard Road,Orono,MN 55391 Base-mere Fkwr-Walkout =960.1 Feet '1:-.R.16 <br /> O• CAST IRON MONUMENT R A/C UNIT I I BITUMINOUS <br /> 2) .Floodte.o Twee,ton lots the This Properly appears m lie in Zone X(Areca outside the 1-percent amtW chance floodplain,In areas of I%annual chance sheet flow flooding whoa PROPOSED ELEVATIONS © CABLE TV PEDESTAL -civ-CABLE TV <br /> average depths are less than I foot,areas of I%annual chance stream flooding where the contributing drainage arra u less than 1 square mile,or areas protected from the 1% 88f•T•11t CBIDM(nder E IPer Discussing with Melanie 12.28-11) r9...e, VMOWwo N,,,,p„po,.,r IR CATCH BASIN <br /> annual chance flood by levees.No Base Flood Elevations or depths are shown within this moa.Insurance purchase is not required in these zones.)per Flood Insurance Rate Map, Total Perimeter ala Under Existing Contour 964.8.99.0 Un.FL rwwim.s wnitne a,sea wi 4 FLARED END SECTION 0 ELECTRIC TRANSFORMER CONCRETE CURB <br /> Community Panel No.27053C0306E,effective date of September 2,2004. Garage Elevation =969.0 Feet Total Perimeter Over Existing Contour 964.8a 113.0 Lbs.Ft. hi GATE VALVE 0 ELECTRIC MANHOLE CONCRETE <br /> Top of Foundation Bic,-anon =969.1 Feet Total Pe*neter n 212.0 Lin.Ft 20 10 0 10 20 40 < GUY WIRE 0 ELECTRIC METER /-No_ CONTOUR EXISTING <br /> 3) Parcel Area Worland... Gross:67.253 sq.R-1.544 acres Main Floor Elevation =970A Feet Total Percentage Below Existing Contour 964.8.46.7% tf HYDRANT 0 GAS METER � CONTOUR PROPOSED <br /> Basement Floor-Walkout =960.1 Feet SCALE IN FEETDRAIN TILE <br /> 4) Site Elevates:Elevations are based on MN/DOT Geodetic Station Name:11336 ELWELL MNDT)which has an elevation of 980.175 feel(NGVD29). O SURVEY MONUMENT SET ® GAS VALVE -or-ELECT <br /> - • SURVEY MONUMENT FOUND <br /> GUARD RAIL ELc-ELECTRIC UNDERGROUND <br /> 5) Zent•g lsform.ties:The current Z iog foe the subject property is RR-IB(One Family Rural Residential)per the City ofQmo's zoning map dated March 2011. kayis Serve, IrlbeerNero(Ds eM) LasMR a Width Toot(Squire Feet) A SURVEY CONTROL PONT ® HAND HOLE -x-x-FENCE <br /> (Example) (Gan•e) (24'x 30) (7205.F. _- -rG-FIBER OPTIC UNDERGROUND <br /> Principal Sweture Setbacks- Frost:50 feet(Road) A Haase MK 1.907 S.F. ' .142.4 <br /> a a'S gar} ''''(''''-e. ' r0, POWERCI LIGHT POLETREE CONIOLE •Iiii,2 SOIL IFFEROUS <br /> Side: feel g MK 7Y5 S.F. ,.C. _W-GAS UNDERGROUND <br /> SideRear 500 feelA,MV TREE DECIDUOUS -OVERHEAD UTILITY <br /> C RIM 9429.9 25D S.F.S.F g •x` 1 ® SANITARY MANHOLE <br /> Hardcover Tier:Exam _��_ C 0 SANITARY CLEANOUT 0 TELEPHONE MANHOLE HHffHHIHHHi RAILROAD TRACKS <br /> Pr D Bata Covered Pond) 14411 247 S.F. .0 / _+O._ I v SIGN m TELEPHONE PEDESTAL -SANITARY SEWER <br /> E Deck 14412' 136 S.F. t a+ -K' N .9rz 0-STORM SEWER <br /> Please note that the general restrictions for thew subject have been amended than cityWe mull be unaware of such amendments if the not in a a ,•,/ 1 s GROUND ELEVATION �--TRAFFIC SIGNAL - <br /> R>_ <br /> bj property may through a process. Y are F Driveway MK 2,921 S.F. N rrt. _ T -TELEPHONE UNDERGROUND <br /> recorded document provided to us.We recommend that a zoning letter be obtained fromthe Zoning Administrator for the current restrictions f this site. a STORM DRAIN ID UTILITY MANHOLE -M <br /> (1)Total Proposed Hardcover %VG S.F. O �.-y Y ® STORM MANHOLE a UTILITY PEDESTAL -UTILITY WDERGROWD <br /> Excludible lit ever(See Oty Cana Sec 701680: s -I-WATERMAIN <br /> 6) Utilities:We have shown the location of utilities on the surveyed by observed evidence only.There may be utilities encumbering the subject S /' �'� 0 YARD LIGHT ® WELL <br /> % Pte Co' Y Y underground g 1 toren extreme E ( Dal ( 100 S.F. C _ M ,Iv. <br /> are unaware.Please note that we have not placed a Gopher State One Call for this survey.There may or may not be underground utipher m the mapped area,therefore extrnrc S.F. :Yf - A X TREES TO BE REMOVED -sir PROPOSED CONIFEROUS TREE <br /> caution must be exercise before any man anion takes place on or near this site.Before digging,you are required by law to notify Gopher State One Call at least 48 hours in ,(2)Total Excludable Hardcover 'L t r 1Y t r.t'tw P Q PROPOSED DECIDUOUS TREE <br /> advance at 651/454-0002. (3)Net Proposed lWdcover(Subtract llne(0 from line(a)l 6178 S.F. I \•) .sty. <br /> (4)Total lot Area 417163 S.F. E , ...,-. <br /> Proposed Hardcover Percentage U*( 1 9.18% % <br /> FIELD CREW NO. BY DATE REVISIONI herebycertify that this survey,plan or re wasprepared b me or TWP.117-RGE.23-SEC.02 FILE NO. <br /> USERNCL ON)OF COPYING,ISPRODUCTIS DISTRIBUTION.TRIAND/ORONVEWITH OF ireT Certificate of Survey 40995-005 <br /> LAKE 4 Earw tN2720t5 Revered Proposed House INFORMATION)OF THIS IS STRICTLY PROHIBITED WITHOUT under my d s rad that I am a day Cleansed Land Surveyor �AEPS s[,RL HENNEPIN COUNTY <br /> w N SATHRE-BERGQUIST, INC. PROJECT CITY: <br /> DRAWN 5 PAN 1a2V20/S Revised Footprlm SATHRE-BERGQUI3T,INC:s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the laws the State 0 0 <br /> DEP a SW 118012015 AadawkMowwre SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY -mm. PREPARED FOR: 1 <br /> CHECKED 7 DZB 12/1/2015 Baked House M FMM INDEMNIFY SATHRE-BERGQUIST,INC.OF ALL RESPONSIBILITY. Dated tNe 11d of May a q 150 SOUTH BROADWAY WAYZAT0.MN.55391 (952)476.8000 ORONO, <br /> N O x <br /> DEP a EMw 122a2ots Rarasd arrows,perimeter SATHRE-BERGQUIST,INC.RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE MINNESOTA John B ru n el I o <br /> 1 <br /> DATE 9 EMW 1M5,IOte Foundation Asset USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING David B�Pesn eolort PLS License No 40344 ,9HFV 0 P`5A <br /> FROM ILLEGITIMATE USE. <br /> 05,11/15 to EMW 7/1W201e Mr/41W Ddvawaypemberton@saihae.corn <br />