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STORMWATER POND ASBUILT <br />I <br />1 <br />I <br />I <br />- - - - - - - T- - - - - - - - - - - - - - - - - - - - - - - - ~ - - EDGE -OF <br />- - - - - - - - - - - - - - - <br />� <br />j <br />I <br />0 <br />OP THE NORTHEASHEAST F THE <br />ERSOF SEC TNQUARTER <br />W A Y Z A TA � B 0 U L E V A R D <br />I ' <br />(U.S. HIGHWAY NO. 12) <br />I NORTH LINE OF THE SOUTHWEST QUARTER OF THE <br />- - - NORTHEAST QUARTER OF SECTION 33 1086.69 i (PUBLIC ROAD) <br />I Pp <br />----- 589'01'32"E 227.30 ------ <br />I <br />I � <br />1 <br />FOO -02 <br />SNOW FENCE EASEMENT <br />I I --HIGHWAY AND ' <br />' I <br />PER BOOK 287, PAGE 208, DOC. N0. 1553954---,, �� o <br />_ _ 1024.8 <br />1025.6 - _x _ �` , 1024,5 EDGE OF BITUMINOUS - <br />IMA -9 1025.4 1025 \ 1025 ----ice-- - - - 1` - - <br />I <br />,l ; x1024.3 -WATER UTILITY EASEMENT I x1023.6 <br />'°2+'7 , 'PER DOC. N0. 8615969 ' <br />102&Q, � �y <br />1024 1022.0 x 1024.7 I / X1 ^ 'b 1 <br />C O N C R E T E -= i I i a <br />I 115" METAL CULVERT <br />X 1021.3 INV.=1022.5 _o__ _______ ______ __� -_-____-------_.---__-- <br />u ----------- ------ -- -'-_---- -- --------- - <br />1028.2x I T I <br />_x 1021 x 1021.5 <br />T <br />v , <br />x'022.8 1022.3 T T <br />-INV.=1021.0 T T <br />T -- <br />1024.6 - <br />I x <br />X x 1023.5 x 1024.4 1 x 1024.3 \ VI f0??.7 <br />1026.5 1025.5 s x1024.9 I <br />, O <br />Z x 1024.8 <br />x1023.5 <br />x 1023.8 <br />' x 1024,3 ~ x 1023.7 <br />I >1025.fl <br />..... x 1-23.9 <br />C14 I <br />x 1025.4 m I O x102 .4 <br />1 •� --- ----- <br />- ------ - =-- <br />1514 1026,8 x 1024.2 _.. SY sr ... <br />x I <br />BUILDING SETBACK LINE <br />f / � 1028.6 I <br />X <br />1024.8 1 , 1026 10 <br />I KEYPAD <br />x 1025.2 <br />x 1023.8 <br />•S14 4 ` O - - I x 1023.1 I 3A <br />•S4 ~ •S4 <br />I •SQL- .S4 / <br />X'1025.2 <br />II <br />X 1023,9 <br />C: 1024.6 x 1024.+ P <br />C: I x 1024.6 / I I 1023.4 <br />0 I x /-7 x 1023.8 x <br />Z 1023.9 <br />0 x 1024.3 /I/ J\S I x 1023.7 <br />Cn <br />I ✓ <br />MDO <br />�' •`{�` <br />SDI I <br />7_\ ( x 1024.5 x 1024.3 x 1023.9 x 1023.7 x 10 .7 <br />r l ! I x 1023.7 ( x 1023.8 x 1023.5 x 1023.1 <br />- - -1 - -- - -------- - ------ - - L.� - -- ---- -- --- <br />- --- <br />z I STORMWATER POND ASBUILT SURVEY AREA - <br />n I Oy x 1024.5 x 1024.4 I \ I <br />h x 1024.0 <br />n x 1023.6 1023.310- <br />m p I CAIN I x 1023.2 / x 1023.2 <br />!-o- Box I I �< <br />1022.7 <br />x 1024.4 x 102+.9 1023.° <br />N I x 1023.8 # 1023.5 I _.x 1023.2 - x 9023.1- x 1.7 x <br />I � I \\` 1 I <br />r � 10219 <br />I <br />x 1022.7 <br />102.1 I <br />x 1024.9 x 1024, x 1023.6 I x 1023.4x 1023.2 x x 1024-3 11124.2 x <br />tae+.z <br />x 1024.2 <br />11023.4 <br />1022. <br />I I � <br />x 1023.6 1023.0 oI <br />x 1024.7 - <br />I x 1024.8 1023.9 <br />x- - - - - - 1023.5 <br />I- <br />r- EDGE OF BITUMINOUS -1 <br />x 1022. <br />x1022.7 <br />/ t <br />LU I /i•�r w- r <br />-, x 1024.7 x 1024.7 �, x 1022.8 = x".,°22 LO <br />x 022 8 <br />N o I 1024.0 x \rf x 1023,4 x +.022.6 O <br />> \ - - -y : 71 o <br />0 / I DI d <br />17. - -�+ -�`' 142s.0 � x 1022.6 � <br />O <br />1022.5 Z -. 28.2 x 1024. x 3 23,8 x 1023.4 1023.0 - - 0 O 1 <br />1p J/ �/ I m cis I 1 ZI j <br />z4 �e C <br />M x1 21 c <br />x 102.6 J/j/,�I "..,(t ! - --- 10^2.4 I <br />�i 10122. <br />N /] <br />II /n BITUMINOUS <br />Q ate, x 10241.4 x 102 .3,� \ .� _®x 11122.7 <br />1023.0 <br />AZO �r I -__ -__ 14 °-d x1022.9 .p <br />NPPP <br />0 0 <br />U� <br />W� <br />o� <br />_< <br />w <br />Lu 0 <br />WZ <br />1+J A <br />Z <br />00 <br />W <br />Z d C <br />�J m <br />3 <br />Ci <br />I <br />I` <br />V) <br />0 <br />Z <br />Z) <br />M <br />1023.4 <br />1023.4 <br />x 1022.5 <br />x 1°22.0 <br />11586ASBUILT <br />" t <br />1022.8 <br />I <br />LEGEND <br />- - <br />I l <br />MANHOLE <br />)l 23.9 <br />TELEPHONE BOX <br />rn <br />m <br />® <br />CATCH BASIN <br />I <br />I O <br />---FLOOR ELEVATION = 1025.26 <br />HYDRANT <br />® <br />0 <br />O <br />Z <br />0 <br />+ <br />x 1 4.3 x 102,?J 102310 <br />n <br />I T <br />POWER POLE <br />c <br />LIGHT POLE <br />I = <br />- o - o - <br />I( <br />I <br />Ern ^- <br />CHAIN LINK FENCE <br />II <br />POWERPOLE ANCHOR <br />0I <br />E- <br />I $ <br />A <br />3 <br />®0 <br />GAS LINE <br />m I <br />I! <br />I <br />F <br />13 <br />i <br />OI <br />- <br />WATER LINE <br />Sw <br />AUTO SPRINKLER <br />Ig <br />I <br />m <br />2I <br />I <br />41 <br />0 <br />1 I <br />025.0 Z <br />' x 1023.5.. Z <br />^3.3 C <br />X ! <br />1023.3- <br />- 15.6 <br />- <br />I 02.9 <br />X <br />X 10i 3 I <br />M/ <br />� - <br />- <br />I <br />AC <br />- <br />I <br />BLOCK BUILDING <br />` 1025.0 x 1023.7 <br />- <br />10 <br />x <br />29 ° <br />i <br />I <br />/O <br />ADDRESS NO. 2687 <br />I <br />? x 1024.0 X 10 <br />3.3 <br />M <br />I <br />I <br />O <br />. <br />1(422.3 <br />i <br />0 <br />I I <br />W0 <br />1 <br />D✓///)I� <br />x 1023.7 <br />°025.1 <br />1024.5 0 <br />Il <br />I <br />Z - <br />i <br />" t <br />1022.8 <br />I <br />LEGEND <br />- - <br />I l <br />MANHOLE <br />rs] <br />TELEPHONE BOX <br />rn <br />m <br />® <br />CATCH BASIN <br />I <br />ELECTRIC BOX <br />1 <br />HYDRANT <br />® <br />0 <br />O <br />Z <br />0 <br />+ <br />1024.° - <br />n <br />I <br />POWER POLE <br />W <br />LIGHT POLE <br />- o - o - <br />WOOD FENCE <br />I <br />WIRES <br />CHAIN LINK FENCE <br />0 <br />POWERPOLE ANCHOR <br />.4 - 1023.3 <br />E- <br />I <br />A <br />3 <br />Z <br />GAS LINE <br />m I <br />I <br />TELEPHONE LINE <br />13 <br />STOP BOX <br />OI <br />- <br />WATER LINE <br />Sw <br />AUTO SPRINKLER <br />RIPRAP <br />N CONIC. <br />• <br />41 <br />0 <br />1 I <br />SLAB <br />1023.3- <br />- 15.6 <br />1 x 1025.11 ... _ 1 4. 023 <br />_ r <br />1024.5 CONC. x �� x1023.7 9 .� <br />E , ala 9.4 <br />_t <br />�. 1024.3 rya <br />x B I T U M I N O U S x t 024.6 x 1024.4 <br />'70 x 1024.7 <br />� °24 x1024.2 2 --------BUILDING SETBACK LINE- ---------- <br />s <br />0; - - <br />x1022.5 r7 x 1023.3, <br />x 1024.2�,. - CONC. WE <br />1 ' 022.4 - - - - - - - - - - - - <br />1024.1 - - - - - - - - - - - - - - - - - - <br />\vl <br />I 1023.4 N <br />I x 1022.8 <br />I , <br />1022.7 I <br />X +, 023. Q, <br />LINE PARALLEL WITH THE SOUTH LINE OF THE SOUTHWEST N89'04'19"W 227.85 <br />QUARTER OF THE NORTHEAST QUARTER OF SECTION 33 g 0_ , <br />xj Q x 1022.9 1021.2 = s <br />-y I <br />..,......._ _ ,.. _. 1019.4 x <br />S THWEST CORNER OF THE SOUTHWEST QUARTER <br />�- 0 THE NORTHEAST QUARTER OF SECTION 33 <br />----- ------ <br />X1019. <br />1089.37 <br />x 1019.7 <br />X 1017.5 <br />x 1017.2 / 1016x.'. <br />x 1017.2 __� x 1018.8 1016.1 x <br />RECEIVE® <br />NOV 19 2010 <br />CITY OF ORONQ <br />SURVEY FOR: SPENSA DEVELOPMENT GROUP, LLC <br />PROPERTY ADDRESS: 2687 Wayzata Boulevard, Orono, Minnesota. <br />LEGAL DESCRIPTION: <br />That part of the Southwest Quarter of the Northeast Quarter of Section <br />33, Township 118, Range 23, Hennepin County, Minnesota, described as <br />follows: <br />` - Commencing at a point on the South line of said Southwest Quarter of <br />_--- the Northeast Quarter, distant 1089.37 feet East from the Southwest <br />corner thereof; thence North to a point on the North line of said <br />Southwest Quarter of the Northeast Quarter, distant 1086.69 feet East <br />from the Northwest corner thereof; thence West along said North line <br />200.02 feet to the actual point of beginning of the land to be described; <br />thence South along a line parallel with the first above described line <br />440.94 feet; thence West parallel with the South line of said Southwest <br />Quarter of the Northeast Quarter to its intersection with the West line of <br />the East half of said Southwest Quarter of the Northeast Quarter; thence <br />North along said West line to the Northwest corner of said East half of <br />Southwest Quarter of the Northeast Quarter; thence East along the North <br />line of said Southwest Quarter of the Northeast Quarter to the point of <br />beginning, according to the United States Government Survey thereof and <br />situate in Hennepin County, Minnesota. <br />101$.8 I x9096.2 <br />1014.9 <br />Im <br />110147 <br />SOUTH LINE OF THE SOUTHWEST QUARTER OF THE--' <br />NORTHEAST QUARTER OF SECTION 33 <br />W <br />�I <br />E <br />S <br />0 20 40 60 <br />SCALE IN FEET <br />CERTIFICATION: <br />I hereby certify that this map was prepared by me or under my direct <br />supervision and that I am a duly Licensed Land Surveyor under the laws <br />of the State of Minnesota. <br />Dated: October 29, 2010 <br />Anderson Engineering of Minnesota, LLC <br />b y. <br />Minnesota License No. 20281 <br />1015.2 <br />NOTES: <br />1. The bearing system is based on the north line of the Southwest Quarter of <br />the Northeast Quarter of Section 33 which is assumed to have a bearing <br />of South 89 degrees 1 minute 32 seconds East. <br />2. According to the City of Orono, the subject property is zoned Industrial <br />District and has the building setback requirements listed below. It is <br />recommended that the property owner obtain a zoning letter from the City <br />to verify all conditions that affect the property through the city zoning <br />ordinance. This survey does not purport to describe all conditions contained <br />in said ordinance. <br />Front= 35 feet <br />Rear= 20 feet <br />Side= 10 feet <br />3. According to Federal Emergency Management Agency (FEMA) maps of <br />Hennepin County, the property described hereon lies in flood zone X per <br />community panel map No. 2701780302, dated September 2, 2004. <br />4. The area of the property described hereon is 89,035 square feet or 2.0440 <br />acres. <br />5. The location and extent of underground utilities, if shown, are based upon <br />existing drawings provided by the utility companies and by above ground <br />evidence. There is no guarantee as to the accuracy or the completeness <br />of this information. The size and location should be considered <br />approximate. Additional underground utilities may be present. Verification <br />of the existence and location of all utilities should be obtained from the <br />utility owners prior to any planning or design. In accordance with <br />Minnesota Statute, the location of utilities shall be confirmed prior to any <br />demolition or construction. <br />6. This stormwater pond asbuilt survey depicts additional information <br />obtained during previous site surveys and not verified during this survey. <br />Verified asbuilt data is depicted within the revision cloud. <br />WEIR DETAIL <br />I I <br />I I <br />I I <br />I I <br />1021.3 1021.3 <br />--- 3.4 1.6 - - - -- 4.6 - - - - - 2.1 -- 3.1 -- <br />I <br />I i I I <br />NOT <br />Anderson Engineering ofMinnesota, LLC <br />C I V I L ENGINEERING A N D L A N D S U R V E Y I N G <br />13605 1ST AVENUE NORTH, SUITE 100, PLYMOUTH, MN 55441 TEL (763) 412-4000 FAX (763) 412-4090 <br />LEGEND <br />0 <br />MANHOLE <br />rs] <br />TELEPHONE BOX <br />® <br />CATCH BASIN <br />m <br />ELECTRIC BOX <br />m <br />HYDRANT <br />® <br />ELECTRIC METER <br />Z <br />0 <br />+ <br />SIGN <br />n <br />GAS METER <br />POWER POLE <br />LIGHT POLE <br />- o - o - <br />WOOD FENCE <br />-WIRE-OVERHEAD <br />WIRES <br />CHAIN LINK FENCE <br />0 <br />POWERPOLE ANCHOR <br />E- <br />ELECTRIC LINE <br />A <br />POST <br />G- <br />GAS LINE <br />GATE VALVE <br />T- <br />TELEPHONE LINE <br />13 <br />STOP BOX <br />W <br />WATER LINE <br />Sw <br />AUTO SPRINKLER <br />RIPRAP <br />• <br />DENOTES FOUND IRON <br />MONUMENTATION <br />Anderson Engineering ofMinnesota, LLC <br />C I V I L ENGINEERING A N D L A N D S U R V E Y I N G <br />13605 1ST AVENUE NORTH, SUITE 100, PLYMOUTH, MN 55441 TEL (763) 412-4000 FAX (763) 412-4090 <br />