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HomeMy WebLinkAbout2425 North Shore Drive - Certificate Of SurveyCENTERLINE OF NORTH SHORE DRIVE AS TRAVELED ' 952 553 55 •O AND IP 1/2" 952.5 953 9 9552 z 3 y9 CENTERLINE OF SHORE 89n21s52 W 1 5 6 57 E DRIVE AS ?0C� 00 L957@D ssao - __ -R=1533.00 --_- A=2°59'09' S8749E 135 55 \ 0 30'964.1 79z85�4.6 9 4. 55.25fi 955.. 95fi.2�5J,2 0 95fi.1 956.4 55 .g 5 nH0 H0 9560 456` z.7nIH 95'8.4 �.O wh 443 1 8 TIMBER So J, 4 / o 64 l/2, F (.E 956,8 TIMBER / N 957 9957.6 Ass ENCE 94 `/ _ / 957P S11 Do 5g /O 95 ' 959.4- r1 \ REW LN�' %95].0 5 959.8 :: \3 \1V 957 4 x 9005 x 95860" \ x 9561/ 95].5 '958.0 / m 2445 NORTH SHORE DRIVE ch ' 956.s \ / � CHAIN LINK x 95].8 960.4 961] xx y q' 969.4' PID: 0911723440009 / h,/r@s"955.9 4 FENCE /x \ „x959'h"A95 9689x2385 NORTH SHORE DRIVE 97 7 55.5 0 \' \ - s,, DID: 1 011 723330001 / L} \ 54.8 `957.4 x99.2x962.9 965n sofao M x967.6 ��I 955.9 Q ,Q l x 963.5 99.5 II\ 960.] x x L.v 1 .. O'? ,3 95 x 95416 x 980.5 T\ -� ` o, 1j /%/ 1 956.5 / .- T s -- 959.6 .� LOT / O: 95:1 x 954.4 I x 954.8 \ Vi960.2�6K 0"�x 95] ] 9959.0 ,7m ! \ L/- WIRE FE''IICE 9569 k958.1 °' \ a h ' / 958.0} / 9 J 9 09546 _ 1 ASV / / 956.8 \ \ O 095/978 x 955.] x 956.9 958.Oz x \ x 958 \ 954.3 x 1 \'97 ,54.5 95 ,7 x 95).5 97, n x,1956.4 ro09544m x > y' \ ...x 954.3 x 955.3 T Ti]i A ATf1 A x 95].6 - a SqB q •��� 955.2V 1 956 I 1./ A 956.3 97 9 ! x9`041jj %956.1 m 1 C �� 9 gs66 I 9503 \95J.Sx �/ / OHO 96 qB _x-94JR x.954.1 9 7 ^ gg "" p�)v0 W 4 /7.- J 944 1 x 9502 — -E - u{ y`z`.,b 940,9.�/ g-e-_,�9 0-x 944 J f _ 956 4 955.7' \ /Z. ^N / 93no 'p-74 9 B- 9gzs _FFE 1 �Sq 95'14-6 (` \� / �0 936 '� 9 93 J5 9q 950.9- d52� J /'� 0 0 / 00 39j? :R4 6 . �Fa 42 4 6 \ 953 0 954.2 236.6] 333 JBLOI.K 1 ryb^yQ-9i�ii234_AFO fTf4 ry 0> ^® 9J _ S -�-'h �1 9j9.2= T�+TY�8948— /J LEA I 1 / hr�\93 ® 9339 ^y .935 94[2 946.0 ry£. / SO -0544.5 ✓ 9+'O^3° 2\9328 9J?8x 3 x9'_�y___x �s4a2 2495 .� __-._ —__9a. 1 +9// h + 33 09 tZ X949 0 o- x 944.9 �a i ri I / / �44't\ +++++W+� 1�+++ ++2-a2�G300. 930.0 ro O fQ / � 932.2- o, g40 x 938.2 g 0 ,, q 0\o 'WETL`AND,+ ,r 1� "� \. ` ,11� �N+ 9 S 6" 935.1 _ 1... x 931.3 A 929.4 y" +.+ IIIr '` fix.`\+ { `e ? o- . 2U a.JJ X934—.�0931.7 SURVEY LEGEND CAST IRON MONUMENT 0 PIEZOMETER WOE WALKOUT ELEVATION IRON PIPE MONUMENT SET 'Ii_, POWER POLE FEE FIRST FLOOR ELEVATION IRON PIPE MONUMENT FOUND '0 OUT WIRE GFE GARAGE FLOOR ELEVATION DRILL HOLE FOUND ®o ROOF DRAIN TOE TOP OF FOUNDATION ELEV. CHISELED "X" MONUMENT SET 0 LIFT STATION LOE LOWEST OPENING ELEV. CHISELED "X" MONUMENT FOUND SQ SANITARY MANHOLE FI CONCRETE = REBAR MONUMENT FOUND ® SANITARY CLEANOUT II BITUMINOUS PK NAIL MONUMENT SET © STORM MANHOLE n •L •-- BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN CT' CABLE TV PK NAIL W/ ALUMINUM DISC 0 CATCH BASIN CONCRETE CURB SURVEY CONTROL POINT 23 FLARED END SECTION — CONTOUR EXISTING I A/C UNIT TREE CONIFEROUS 960 CONTOUR PROPOSED I CABLE TV PEDESTAL TREE DECIDUOUS ; _— GUARD RAIL I ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED oT DRAIN TILE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND ELECTRIC METER O TELEPHONE MANHOLE —0-----X— FENCE I ELECTRIC OUTLET 17 TELEPHONE PEDESTAL EN FIBER OPTIC UNDERGROUND I YARD LIGHT 0 UTILITY MANHOLE cos GAS UNDERGROUND ' LIGHT POLE Or UTILITY PEDESTAL —049— OVERHEAD UTILITY I FIBER OPTIC MANHOLE 17 UTILITY VAULT tWWv1 TREE LINE 0 FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE 0 SANITARY SEWER FLAG POLE Is WATER METER 00 STORM SEWER FUEL PUMP ' WATER SPIGOT TEL— TELEPHONE UNDERGROUND FUEL TANK ® WELL RETAINING WALL PROPANE TANK 05 MONITORING WELL 20 UTILITY UNDERGROUND GAS METER ID CURB STOP WATERMAN GAS VALVE W GATE VALVE TRAFFIC SIGNAL GAS MANHOLE "Cf HYDRANT 1—Fi—Fi—I—HH RAILROAD TRACKS GENERATOR INN IRRIGATION VALVE $ RAILROAD SIGNAL GUARD POST ES POST INDICATOR VALVE 0— RAILROAD SWITCH I HAND HOLE v SIGN ®' SATELLITE DISH MAIL BOX ® SOIL BORING ® WETLAND BUFFER SIGN 1 T N 7 V I S C }�< Y M A A yM+ +++++ +h'T + F'+ av-01—_093/5 x532.0 x 932.7 Y *0300 "2425 t�RTH+SHORE DRIVEa IDgTDILS+ +/ c YF x924 294 v`( �' a x 932 _ 3J .3' _ +PID.+ 09T172S440003+ + ? 930.9 9 29.4 °'`•' + � ,qp�"v- ,vh x = /9327 1 931.3 x 931.3 9 29.4' 0o- + x9 + + + + � � 930.8 ^ 4'UZr x 930.5 09304 9.4 12 + + + mp931 294 + + + + + �ti rt + + +w + 29W4 $ + 9�9 T 929 5 / 9320 .:r' a 9}2 x J0 930.4)c\ISL` 9294 + 00 + 0. 308 / Y +_/ 29.4 s 92� x 930.5 i 933 994 929,4 + + + + + IZI + 0 X930 x931.1 x19331 / - 0' .TREE IIU��111 E'! 294v + + W m 932.6 + 929 '„y x9310 1 ]04+- 932•.4 _ . x932] x93035 S 931.9 92x4 9}Tp - .936 93]90 9 h0 ? q30' 1 '0325 929 4+ + + 4 + + Mz^ + v294 v-OHWL.r+ +++++++++++ ti) 08 D 930.6- 39 x GRAVEL '9325 o- 29.40000a0000a,o too 07 904 2 90 � DRIVEWAY, 931.0- 930.]0 n , !/y xr 8 C y0 9100 A 0�0 d3,/ �F O 999ap -:./0- x932.2- 931.3-��9++++ + + ++++++ r++ J 3 :.x'.3 931.0- (°' ++++3449.1. +++ o s- sx. 4)ex >97 ABa 040'0I979, - __x9 T-s}ior aRE7lir71R0- W 3aa ay W W _ y _______________,_-__y s'� << > 4 9 s!2 s a © + +WALL a + + + + + L' TF yL0 �0 x 941.1 x 9331-0�931.3x ¢ .0 .0 + s© '��(" 0.04 n/ •rJ 941x- `3 3x .'°r + e o x 942.3 l PAVER5 e. + + + .r + + + + + + + + + C, 2y ,A-°0 �'F v 933.0 � 1r CO Clx69 GLG9� 6 1 931.6- +I + - 94'OF,P 9vfyy0 '033 Y + + + lil w / / x941.41 931.3" + ♦ + ♦ + + + + ♦ + ♦ + + N + r0 � "942.] + + + + + + + + + + + + + .0 + I+ P 9797 \ 00930 + + + + xk 1 x \ x 942.0 I 931.4- + + + +4E WL.KND + �' + ED 941.9 \ x933.2931.6- s.v4y +++++++++++ Z k+ + + + + + + + + + + + + x932.89 ' "a + + + 9 S9g1w 9 P 52'RETAINING 935- 9329 }5O WALL + k O'G 9�F �9Ry 9k39„51. 932.2x +�+ + + + + + + + + + no + ,p 4. \ TREE LINE 9312' .0 + + .0 .0 + .0 .0 .0 .0 +a + �? err solo 'i ' ' 931 e o \y + . '(F` 930.9 0-9731.82, � ooOoonoOOo+ Ice+ + or 9308 m r+ + + + + + r + + + + +b + H- 2"!- "' 097 E3x 09306 9318 o97 \++ + + + + ++ + + + + ++1++ O 2 w"m\\ x 1/ 930] 1N +a�++ + + + .++++ + L v Fence ties are shown on the x930: N 93o.c _ side of the boundaryline that \ �«y}o s + + + + \. _a EDGE AF + the fence is located on. \ oN + + e n + �.} � +CAT,JnLS + + + + ]9304 \+ + I x 930F 930.56 . @r EDGE W W 1W + + 2"0'43D8 29.CpTTAJL 31. ^' \ +Y + 9797 932,4 + + + + / 30.4 i+f +++++++ 92.2 905�lhh+� +d++ +� + \+ po kl That part of Govemmen[ Lot 5, Section 9, Township 117, 1600g0 23 described as follows: 15 \ N'97,9 % - + + + ` Commrncing at the southeast comer of said Smtiov 9; thence Nonhalongtbe Eastlineofsaid Section, 1,306.6feet, to the cents of the County ROad;thrnce deflecting tO the left atw angle of 89 degree, 25 minutes, 200 fcet along the crnter of said road; thence deflecting mthe P + FJF AND+B + left 59 degree, 21 minutes, 621,00 feet to the shore of Crystal Bay, Lake Miruretoaka; thence southeasterly along the shore of said lake to the South line of said Section 9; then, Easterly along the last mentioned line to place of beginning according to the United Stw t + + + + 9 + + + an Govemmen[ Survey therefo+ 1 + annnnan k� +,+ + + + + + + + + + + 1) Site Address: 2425 North Shore Drive, Oro n, MN 55391 + Iy + 2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2%annual chance floodplain) and Zone AE (Arena aubjmt to inundation by the l -percent -000001 -chance flood event determined by detailed methods. Base Flood + + + + + + + + + + + + + + a Elevations (BFBa) am e shown. Mandatory flood insurance purchase requirements and floodplain management standards apply) per Flood Insurance Rate Map, Community Panel No. 27053CO304F, effective date of t I/0426. I /97 + + + + s l + x 3) Parerl Area Information: Gross Area: 390,512 a.f. — 8.96 acrea (areas t0 Ordinary High Water live ahoald be labeled and should have ax) ++ + + + � + + + + + + + w + Upland A Area: 207,609 a.f —4.77 acres + + + + + + + Uplandfl Area: 7,865 s.f —0.18 aces + \a + Wet Area: 175,022 s.f.-4.02 acrea Net Area. 215,4900.£-4.95acres. \ 974 +�+ + Wedumt,Rnnanvetyiusurerhens*o,Nofecreagesetruth,u ,edamptiw \+„+ + + + + 'Please nom that the zoning information shown hereon may have been amended through a city pr0cea. We recommend that a zoning letter be obtained from the Zoning Administrator for the curent rnetrieti0ns for this site. All setback information and hardcover data for +, ROCK LNNE t0 000 a planning and design must Be verified by all parties involved in the design and planning proc sa prior to any planning or constmetron. + \ + ♦ z0+ + n0+0`+ Borohmark:Eleva6onsarebesedon the Lake MiwetonkoBrnchmark, non no 97, k \, J 3+ +IpI + + + + ++ Bmss disk in cones[ erb at the exit ofGaya bay Dam area. 97, + a + \S. + + + 4 + Benchmark elevation= 932.7 feet (NGVD 29)+\+ + Contours were derived from field observation. / 4) Zoning Information: Thecurenr Zoningfor thes,b Setpropertyis LR-IA(One Family Lakeshore Residrntal- 2acres)per the City of0r000'szoningmap,doHd December 2021. Thesetbaek,height, andfloorspocearea resMcAonsforsaidzoningdraignation were "\\'+�+++++ ,btainedfrom CityofOrmno foundentheir websito on the data f03)3126 andareasfollews: nnnonnon °97't + Pnncipal Stmcmre Setbacks- Street(s): 50 feet (North Shore Drive) ' a+ + + + ++ + °5 4 Side: 30 fat +�+ + \�6 + + + 929 Rear:51 fe[ Lake: 75/100/150 feet (From Ordinary High Watw Low) + - + + °.9HW.6' 0 yf97 +r\`T }+ +,f om} + n a no 9 Lri .5 gin ay 8 typraes. 'Please note that the zonin formation shown hereon m have ban amaded through a ei We recommend that a zonin lever be obtained from the Zonin Administrator for the current restrictions for this aim. All setback informane. and hardcover data 8 o IJP l% + 1�+ STOF _SEC. 9, TW CORNER ROE. I� SEC. 9, TWP.117, 23 for planning and design must hr verified by all parties involved in Ore design and planning process p�orm any planning or wnstruc[iov. o 929.1 + \+� I 11 We have not received the curent zoning classification and building setback requirements born the insurer. RS g g _ `—� ODES Ole I 5) Ut111tier: We have shown the location of utilities on the sury ed b bserved evidrnce 0nl There ma be anti d utilities rnrnmbenn the sub net Please note thae we have not laced a G0 her Smre One Call for this surve . ry. property y0 y. y ergroun g ) property we are waware. p p y x921.5 [-_SOUTH LINE OF There mayor may not be underground militias in the mapped area, therefore extremecautie, must be exercise before any excavationmkesplaceonornearthissite. Beforedigging, youarerequiredbylawtovotify GOpher State One Callatleast48homsmadvanceat a 929.8 SEC. 9, TWP.117, RGE. 23 651/4540002. 2265 N RTH SHORE DRIVE 6) Wetland Danneatioo: A wetland delineation has nor been performed at the time of this survey. PID: 011723330005 Hardcover Upload A Anew = 207,609 SF. House Area = 3,73062'. 9 NO RSA Canape Area = 1,105 SF. Concrem Pad Area = 177 S.F. Doorway Area = 12,953 S.F. Bearings are based on the Hennepin County EzisidnQ Houso Elevations Stoop Area = 26 S.F. Coordinate System (NAD 83- 1986 adj.) Paver Patio Area = 337S.F. existing Garage Floor Elevation = 939.3 Weod Patio Area = 127 S.F. Existing First Floor Elevation = 940.7 Retaining Wall Area = 630 S.F. 50 25 0 25 SO 100 Pavers Area = 179 S.F. Ex,sating GaraQ¢ Elevations Window Well Area = 206 S.F. E.Lau Gam aFloor Elevation =9337 SCALE IN FEET B B Total Area Existing Top of Foundation Elevatirn =943.5 Covemge=9.4% FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THISPRODUCTIS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST,INC.'a EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF Eµ5 �E U W SO SATHRE kL FO BERGQUIST ? INC. TWP'117-RGE.23-SEC.09 Hennepin Courtly CERTIFICATE OF SURVEY PREPARED FOR: FILE NO, 21177-001 DM DRAWN O RO N 0, MNM o CHECKED ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE m ... 4'S4tS T h 1400025TH AVENUE NORTH, ak' SUITE 120 PVP� PLYMOUTH MN 55447 (952)476-8000 WW. SATHRE.COM MINNESOTA DOROTHY LEVY TRUST DLS DATE 04/13/26 I I