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Home My WebLink About14024 Commerce Ave - Survey OS ~ 15 7 .. 954.5 9T~' CONCRETE TC " 954..r-"'J-,"- - .l'-'~4.2 ~ , 7 6) '" '" " PROPERTY DESCRIPTION: That part of the Northeast Quarter of th.e Northeast. Q~arter of S~ction 30. T ownshi~ I 15, Range 21, Scott County, Minnesota described as beginning at a pOint on the North line of said Northeast Quarter of the Northeast Quarter distant 570.5 feet west of the Northeast corner thereof; thence West along said North line 150.0 feet; thence Sout~ 0 d~grees 43, minutes 57 seconds East a distance of 233.0 feet; thence East parallel with said North line 150.0 feet; thence North 0 degrees 43 minutes 57 seconds West a distance of 233.0 feet to the point of beginning. Excepting the South 50.00 feet thereof and subject to an easement over the North 33.0 feet thereof for County Road No. 76. (For the purpose of this description the North line of said Northeast Quarter of the Northeast Quarter of Section 30 is assumed to be a due East and West line.) TC 957.3 957.3 957.3 TC TC 957.3 957!f TC TC 956.8 l&.I :r: o / "955.3"' TC TC 954.8 : -r1c ~- / - ....95~t- . 9l~6 ~55.' / ---= 954.8-- TC ~ ~ x 956.2 \ i 95T5~8 955.7 TC ~~55.6 955.8 /1956.u tvl --conCRETE- ~9 TC TC 955.9 TC ............... 19~.} FW ,56.0 WEST (DEED) S890IB'33''E CONCRETE '\ <:, '\: j () TC oJ;) . 957.0 TC 955.5 957.4 TC 957.4 TC rrOl./ND Ciii' A1:....THE N 1/4, COR. WER C Q OF SEe.1~ TWP'II5, ReE 2/ !\ '- . · : 957.3 - X ~ 1) 95~.0 951- -- --- 8ITUAI/NOUS 954.7 TC STA FOUND RLS #10183 0.04 N - 0.05 W 956.9 TCROA D 150.00 (F. K. A. NORTH l.INE OF: THE NE JL'..4....O:: THE N~ 1/4 ~ SEC ~~ c o. R D. N o. N,.Q ....' ;,,;t' ", /::/ gps.5 : )( 956. IJ I I 'I S6---/ /,/ 8 ~"J) (A. K. A. ,': M /'f') i ! "i,/~_____~"_~-_";:;:>' 956.4 '), ! ; 956.3 " 9~~3 956- ~ 956.0 TC ,J'M56.5#1 ~$~ x 956.3 Q56.4 '-?::-:-9557 S89 0/ 8'33''E rC14 956. . r ;;'-"'~' x 955.5 , -- ~A/ :, . ~ 956.5~ X 956.4 ~56.3 rOUND RLS #/0183 .18 x 955.::.... -tiY9- wv TC 0.01 S - 0.06 E \ ,...- ~-- ~ \ /:"...-' ~54.0 956:<> 95 . Y /" -- -- -00 ~ TC ' /: -- ~R... ~'S ... '\ ~~' ---~ / / ~>;--;: -x. x ~ ~~ 0 IT" I '" I It- / I: x 7 FT CHAlN--.J \ I ~L~~a ~5.0 ' BIT Q) x I / / r~NTERLINE OF MUTlPLE )( 949.2 x '\, II AI I NOli S ~ x., OVERHCAD POWER UNF:S . 949.0 , 949.2 G R ASS \ ~s. <:::o~. 7/ / / . ~ ~ c ,949~ , 949.3 ..JANCA OF' El.EC~TRIC "'--.....-<::) <:::) / / WWB C7; C7; -&. CWB : ':o~S:= l.INE CD ~ IW 9 9.~ . 949iO--2<"" A~~'- ~ . ~:.- J .'-..N.V' 949.4 949.4 0) to) '"': ~ ~ ta I / 95 4 If)cll>~ ) 948.9 CU'- 949 5~"...~J< ';- 95:8~ '- ~ x :.1 / 95X r--9J3a!~~~)~~'~L ~.~ -... ~:~~~- ''':;r ~.'; .r-'" ., 949.1 I .\ ~ '- -- I~' "". ~ ~;~ 949.4 · - 949.4 v ~ If LQ.C:::): 0) Q) 949.2 r ~ 0 ~ ~ c:A...-' c::i I" cwe )( 949.3 rB4C qA.~ . 949.0 --. \ t- N ..~O ."- ~'''',o/) lC 9..!9.3 , -J \lo -t\ ~ L y ~ ~ J ILl OF' ELECTRIC EXISTING ...--TO BE REMOVED - --- - - ~ \- - - .-- - - - -'\-~ -,,~' ~.9. - ~!:::i -~ "'711)1--, -~' -- "i" ::~SMJSSlON UNE CONTROL 949.7 \ ,- ~ d \ d \ ~- ~ : x 9fi .6 POWER POLES BLDG o' (' \ \ v t) \' ~ .;.- J . 949.2 : x , 949. 1 \ J :: ~ " ~ If) I 4- PINS . ~. ~ 949.5 948.9 - 9410-) \ \ ~ Y1 ~ ...: ~ ", ~ 949.5 \. / /" V '-- x l'r) ~I~ /: WWB x m9 ~9.0 '(;J ~b.1 ~~ rr~ i? :~.9~N~/94~48.8 x xxt8~9 , ewe 949.5__ 949.5 )( !i :~.41~ ~lo:r'" XL'" ... ...-t... # rr~ ~- ~ U~ ~ 949.0 C X ~ X~8.9 ^ ~~ 9495 ~W~I' . . 948'6; CENTERLINE ()fj MU TlPLE ~ ~~v " ~ :..:. ~49 I WWB x OVERHeAD PO 'ER UNES ~. , 949.5 ~ ~ ~ '. BU: x / . x 949.1 ewe CWB (4:1~~ ~ ~',....) 949.5'-949.5 ~ ~ Q', I ~49.0 . ~~~ '~-9'm) --- BUSH: ~9.0 ~ ~ ~ TC l&.I X '--- ~ . t: a G R A VEL 1- - -'- -::948.tl~ ~48.5. . PROPOSED.. I \. 949.0 949.0 x BUSH . x ,.,'u. ''''R('' ,;) . 1 ~ .../ -......: )C 948.8 I -';~/,~: I"I;-:~~' lti 1 ~ _7 F7'Cf{AIN ~~ ~ ". CDc:JV"..u"y,~ ,.... lINK rlNCE -: "'~. ~ ~ ~ ~I ~ ?of" _ ./f!, '\. ~ ;" 943.~ 9~-<.....948.6 Q).....-:~ GATE-%',- 0) _0) ~/.V 1 \.~.O , 948.7 '\.""",.'Xt1J 46.9/ ~\.JI~ll.5 x '948.3 9'4&5 'E~i-------~ x ~.~. x'-%" /'" ~ : IC,! 947.8 . f)- -:-OH~-= _ -=-... ...! ". '''_... GA TE \ :! 94 .4 Cbt..~' ^ OJ (J R ASS 94tJ-- ~ TO BE ...-oHE-......... 5 \ . I 1t.;'~ CONCRETE G R A VEL ( <:): REIIrNED eRA VEL ~ un \ : I ~r;>" n.:1 ~, ~ / "..'~. ~ 62.56 ..~~... ~ 900 \P~49.4 CONCRETE'... I '," ~ ...~ I ........... __ :, I ~ .. ...... I __ \ I " 946,9 ' 947.1 9473 ............ G R ASS ,......~': 948.8 ~T RLS '/6456 .' S89....., 87J3 r ..:t.. /50. 00........... rc --- A, I ~ TC CONCRETE \... .... ,,948.1 948.1 ~ x 948.7 946.9 946:7 9~TC 947.7 TC ! :' TC G ~ ~ o X946.7E X (d -rx~ T / 0 N x 947.6 to ............ ~ ~ ~~ ~ x 956.8 , ~.... " \~\ .....,.......--- : \ \ 954.7x ,\ , \ \ \ , , , \ r-... I' C:) I \ t"') ~ \ f') ~ -- --- .-e5~ f') f') I - 9S+ --.: 954.1 954.3 / G R ASS --............... 5"eASH lJ 953.8 '\953.1 50 ad - TB \G ~ · 953.8 · 5~31.6 .953.7 3- LOC II PINR I I , , , , I -Alil:04'~~:g.0 ~s9ii _ ~ \ ~ 948.0 947,'7 , ~., _ "'c ---94{p9-t "-8M #2 - ---... ............ // ! ~ I' 5 -11}1} ~' I //00 /7-/ I,' : ///011/ / I I~// ~ x 955.8 x 955.5 570.5 x 954.4 0956.6 SAN /40TH S T. f') f') 81TUMINOUS ~20- )( , 951.1 9~ B/1VMINOUS ~ 956.8 955.0 ....-- ~C8 9;6'6 ~53.9 -954 95a- - 95r- -95-1 956 /~.9 ix. 'x 949,0 -9-fr~ 'K949.3 - .-..............., t .... , ..... \ , ",\ . 954.0:: ': : " . ---I ""- I , _ r ......... ,~4.3 -- : ,BUSH.:: - ~ ,: --- "1 a~4 ~ '" x 949.3 Q4L- ~~:7 . '\ \ x' ~ x' ~ 949.4 949.7 950.0' \ GRA VEL '~.o -~ x. GRASS , ~53.7 ~BUSH x " 949.3 ~-53.0 ~53.3 J ~~ BUSH : U) .g~ ~ : .;;;~. 952.6 '-' ~ C:. II SPCG " .953.1 \:' 950.2 \ ~ -..... 4- PINR ~. Q ........... c::i . 952,7 :/950.0 ~ I Q52:3 4" PINR ~sPCG : 952. "-- ~ GW ~~ ~ ::: ljj ~ 951.7 "'"'" ~ 952.0 GW t:;:!. '=- 3" $PCG \ 3:CO :.,,' J ~G ~ ~ k. .951.8~ \ 0 Y1 3"PINR ~ ~~ ~~G ~ . 951.4 '" }:fLOC ~ x GRASS _\.. '\" '\,. 949.1"\ '~ 949,1 .~~ ~ ,. \ .. :\. x 949} '. x 0952.5 3M LOC 952.0 TC -1--- J1_0, 949.4-- . TC ., x : '\.. . 950:~ ) . ~PP :X 949.4 ~ : 949.8 x -, x 949.1 " 949.0 C) ~ ~8 . ~ \ ~)f 947:3-........... ~ \ IC ~ ~, \ .66 -:s;) \\ , , .. 81 TtlMINOUS x 949.8 81 TUAI/NOUS ~, A~UE o lO x 947.9 ~l&.I c:i5 lC)1 x 947.8 /"'t /"V....... \' ,\ 't'-~v ~ \'/' \ '-,,\\ \ l I , \ , \ , \ \ \ \ , , \ , \ \ " , , , .. I ",. ,1 ...... .... .........--- , J 946.9 / TC 947.2 TC 947.5 TC ~ ~ ~ ~ ~ " S89 () /8'33 liE EAST (DEED) /50.00 \ 't'-~ -<))' \ \ \ ('<J' \',J ( \ A '\ '\ ~1( \ 2003-087 622/15 T.1/5 R.21 5.30 2003087001.0WG EEB FOUVD CIM A T THE NE CORNER OF' THe NE //4 OF THE NE //4 OF' SEC J~ TWP 1/5. RGE 21 ~- )( 954.2 TC 953.9 - / / /,tf C/.r-, A 4 r- . I I VI L. - ,"' - ,-' \ \ "107- I '-) / \ '" "" ~ 20 I I SCALE It)\:) , , , , , , , , '---1 , , , , , , , , , , , , , , , , , 0: It): , , I , , , , , , , , , ~ ____ I ----.: " .IV . o I IN NOTES: I.) The utilities shown on this survey are visible above ground, field located fixtures only. This survey does not purport to show any underground utilities. Verify all utilities critical to construction or design. 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise on site location of utilities prior to any excavation. 3.) This survey was prepared without the benefit of current title work. Easements, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorney's title opinion. 4.) Boundary information and the property description shown hereon is based on Warranty Deed Doc. No. 108155 and Warranty Deed Doc. No. 200597. 4.) Areas: Net Area = 22,497 Sq. Ft. or 0.52 Acres (Less Co. Rd. 42) Co. Rd. No. 42 Area = 4.950 Sq. Ft. or O. I I Acres Existing Impervious Surface = 1408 Sq. Ft. Proposed Impervious Surface = 1636 Sq. Ft. 5.) Survey coordinate basis: Scott County Coordinate System 6.) Benchmarks (BM): I.) Top of top nut of fire hydrant in the SW corner of Commerce Ave. & Co. Rd. No. 42. Elevation = 959.41 feet 2.) Top of top nut of fire hydrant on the south side of Commerce Ave. opposite the SE corner of property. Elevation = 950.27 feet (Elevations shown are based on Mean Sea Level Datum) LEGEND \ BH CB CBOX CWB CWT G GW HCR HYD MTT OHE O.P.C. PP SAN STA TB TC WV WWB WWT Denotes beehive type catch basin Denotes catch basin Denotes control box Denotes concrete wall base elevation Denotes concrete wall top elevation Denotes gutter elavation Denotes gu y wire Denotes handicap ramp Denotes fire hydrant Denotes monopole transmission tower Denotes overhead electric line Denotes ou tdoor power cen ter Denotes power pole Denotes sanitary manhole Denotes survey control station Denotes t~ephone box Denotes top of curb elevation Denotes water valve Denotes wood wall base elevation Denotes wood wall top elevation 20 Denotes Denotes Denotes Denotes Locust tree Red Pine tree Scotch Pine tree Colorado Green Spruce tree . /""""APPROVED ~ 1E1O\~0fN. FEf':)Il\'~ fJr;IJ~"'" __I \..:t I ~ ,"\ 1"1 '-, _ _. J I LOC PINR PINS SPCG APPROVED PLANNING DBPT 40 I FEET Signed~t.t~) Date J(, r~ .p~ ~ _ itJ-.s-~ ~'N"'e =- ,:,' ,,-"I-J~h'''~ ... --:::-":,==--01 D~e...- o"J ---- ------ - -- - We hereby certify that this is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if any, from or on said land. Dated this 18th day of June, 2003 :~~~_ S!Z. ~~~c~__~ ~7" Barnes, R.L.S. Minn. Reg. No. 16456 ( Revision I By I Date ) r or8CluNDARY, LOCA TION, TOPOGRAPHIC and UTILITY SURVEY FOR: MINNESOTA VALLEY ELECIHIC COOPERA T1VE . -HSunde Land Surveying, LLC. ~001 East Bloomington Freeway (35W). Suite 118 Bloomington, Minnesota 55420-3435 Business: 952-881-2455. FAX: 952-888-9526 ) Date: 06/16/2003 Project: 2003-087 DrawIng: 2003087001.DWG Sheet: 10f1