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PLAT of Su Pv gy and TOPOGR APHIC SURVEY .... . v
<br /> ./(;:::
<br /> for: INC
<br /> . DESCRIPTION
<br /> oO /� o r Those Parts of the Northwest 1/4 of the Southwest 1/4 and the Southwest
<br /> /9/ 9
<br /> ,.5'• / / 1/4 of the Northwest 1/4 of Section 15 and the Southeast 1/4 of the
<br /> Northeast 1/4 and Northeast 1/4 of the Southeast 1/4 of Section 16, Town 7
<br /> IF • '.North, Range -10 East, City of Madison , Dane County, Wisconsin, being
<br /> • N ��`r, ,..more particularly described as : Beginning at the East 1/4 corner of
<br /> ' • 557/ 6/i1c77' /
<br /> ^„ �`s'�- `Section 16; thence S 0° 08'39' E along the East line 5b7 /7 a �,�?' CURv - Q-Q 1/4 of Section 16, 160 .00' ; thence S 87°51'42' W, 659.22' ; thence
<br /> A 26°/s'/8 " Northerly, 159.95' along the arc of a 11625.20' radius curve to the left,
<br /> W /
<br /> ' / 60' y R 29/4.29' making a central angle of 0° 47'18' and a long chord of 159.95' that bears
<br /> / `, ARC /336. 29' N 2° 17'58' W; thence N 87°51'56' E, 23.66' ; thence N 19°28'48' W,
<br /> 140 .00' ; thence Northerly, 368.2a' along the arc of a 11609.20' radius
<br /> - �_ L.C. 1324. 62'C/04 : Wrniarn /-/ 'rLcrt, /1. /A. .... NO7"E . Numbers and longdashed lines '9 curve to the left, making a central angle of 1° 49'02' and a long chord of
<br /> C BRG. S5/°42 53 E 368.26' that bears N 4° 15'46' W; thence N 5° 16'28' W, 57.23' to the
<br /> indicate page of topographic survey Q O
<br /> rd • .. , .r. beginning of a 70 .00' radius curve to the right; thence Northeasterly,
<br /> 113.91' along the arc of last said curve, making a central angle of
<br /> p NOTE Sheets / thru /4 a e drawn ate 1 E 4) '. , 93° 14'00 ' and a long chord of 101 75' that bears N 41 20'32' E; thence
<br /> o `.....,�, - - -- Scale-of-/=20" - N 87° 57 32 E, 653.78' to the East line of Section 16; thence
<br /> O
<br /> T. , e ) 0 ! c ', S 89° 59' 18' E, 60 .00' ; thence N 0° 00'42' E parallel with the West line of
<br /> ` ki .P Section 15, 432.24' to the Southwest right-of-way of the Chicago and
<br /> SANI - MATIC f Northwestern Railroad; thence Southeasterly, 1336.29' along the arc of a
<br /> f '� 2914. 29' radius curve to the left, making a central angle of 26° 16' 18' and a
<br /> SYSTEMS GL ` , long chord of 1324.62' that bears S 51° 42'S3' E; thence S 64° 51'03' E
<br /> '4 ' . right-of-way 240 .97' ; thence S 2°29' 15' E, 114. 14' ;
<br /> 0 0 ) 1915 S. STOUGHTON / <<` t e c
<br /> along the said right of way line,
<br /> - Z � RD. / " thence S 0° 29'37' E, 657. 62' ; thence S�88°26'49' W, 611.75' ; thence
<br /> ° ( N 32° 04' 17' W, 771 . 07' ; thence S 88° 49'37' W, 307.82' to the point of
<br /> o G y 1 N 653.7B� / .
<br /> c / /
<br /> ° S T O Ubeginning. Containing 40 .35 acres( 1 ,757,628 square feet), more or less,
<br /> - N87°57�32��E, '. and being subject to any and all easements of record and/or usage.
<br /> SURVEYOR' S CERTIFICATE
<br /> 60,006 (,', '. , I , Bruce D. Bowden , Registered Wisconsin Land Surveyor - 1250 , do hereby
<br /> Cfl_RVEfe - 0 certify that I have surveyed, monumented and mapped the property described
<br /> Z% ° \, • hereon in accordance with the instructions of Mr. William C. Herbert,
<br /> ,,� R 9 70.00' �0 R. I .A. , and that this map is a correct representation thereof to the best
<br /> N5Z2 ' W, '9 of y knowledge and belief.
<br /> 4i 57.23'`- C //3.9/ O
<br /> 0 I 50' O L.C. /0/.75' / `` ` . 1 �� //
<br /> , BRG N4/°20'32"E �/ - - L, '�/y �`5�,e---
<br /> i / Bruce D. Bowden , RLS - 1250 Robert A. nson, RLS - 2080
<br /> °� DEC INTERNATIONAL INC. (
<br /> , 10 • 1919 S. STOUGHTON RD. - , - , - - _ - -
<br /> h BOWDEN SURVEYING }
<br /> O c i WARE- ,9� ' . \ 619 West Merrimac St. 3523 C. I .H. 'JG'
<br /> O c ` ,,, ,, HOUSE ' ' • \ Dodgeville, WI 53533 Blue Mounds, Wi . 53517
<br /> i� %� 'MAIN __ MAIN' PLANT .-' ; ; , / 2 �� Phone(608) 935 - 5513 Phone(6 8) 437 - 5324
<br /> >, 'OFFICE ^� <�
<br /> ` w CURVE © ' �� , A R E. - /, 757, 628 sq. ff �'
<br /> J p C ARC 368.28 ( S`6 .�```5 G QtjV i,ipir
<br /> 40. 35 Acres _ t,
<br /> Q ° ° L.C. 368.26 / O:_. ,5>, '`,,' ••'',„`,►�l/,,
<br /> V BRG N4°/5'46"W5 F :f 6
<br /> / 0KP
<br /> { � / / ��' BRUCE D. BOWDEN'.� i
<br /> // 5 2Q0 • S•1250 t
<br /> r
<br /> r^ i i i .,:::- ..,,,, ,
<br /> k ,%' ........
<br /> r�
<br /> 50, ;:;) / / i \ „ // ,,,, .SU R`... ..
<br /> O EA SRECOROEDNE OF S2°29'/5"E, %tttte��aNNNN
<br /> y / _ � RECORDS BLDG.
<br /> SW //4OF NWV4, I14. 14
<br /> N/9°28'4 "W, /SANDI P0.3.4 CORNER SEC. /5 �„
<br /> 140.001 ' t3L,A5T SEC./6, T7N, R /O E % `t�ytil�i 4plyi�l l/pal
<br /> vow V.,kd 4.3E r //
<br /> _ _ _ tip ,
<br /> LAB - - . _ - -
<br /> 7'4-9L-H
<br /> 1.57 (635.43) -
<br /> 1 4 ,
<br /> o 3 66 i / , , -_ -S88°49�37��W 307.821  - - - - - --e=s ROBEAT A. -i
<br /> 3,74�
<br /> __ - - ,, - ° ,i `0 0'37„E 665. 43') 665.23 -- �.) Jah GPO ,t -
<br /> N N 8 0
<br /> Q N87 5/ 56 E (lV 8 _,-r--��•�- �--r
<br /> BERG CO. , „ w N
<br /> No �p Blue Mounds,
<br /> (SO°0823 E) ? o r N 1 WI
<br /> CURVE - ® 2001 S l Jr V SO°08139"E, �. h rr ,./,' • . ,,.•'' �y
<br /> frSTOUGHTON RQ
<br /> o 0 00°47'l8" r l / / / / ; --lei L /�L A 160.00 �- -� - Q /���/0. St�O •'0-
<br /> Q R 11,625. 5' p L L (J - c) v l A D,J -
<br /> ' l� i i i i ,
<br /> ARC i59.95 • I1� - / 5 r/la ari�czt�t� ,
<br /> L.C. 15 9.95
<br /> 9
<br /> 0 07 37 E l ' 4 ±`��,,'�/
<br /> BRG. N2°/7'58"W(N/°32'43"W) 0 �� ° „ 55,89 ) 659.22
<br /> --S87 5! 42 W, (N88 i
<br /> t L't
<br /> o . TS /A.L[. 1 r ! A; D; ;1L E- G END (FOR
<br /> SHEETS
<br /> .. RECEIVED
<br /> 0 NO. 8 X 30"REBAR SET h
<br /> ® /- //4" 0 PINCHED IRON PIPE FOUND RECORDED, NE OF NWAST 6
<br /> p SOLID IRON BAR FOUND
<br /> L/ E SISZ
<br /> d SEC. /5
<br /> FENCEL/NE N
<br /> OE OVERHEAD UTILITY LINE • - ELEVATIONS REFER NCED TO "CITY OF MADISON" DATUM OlkriECOW411_,.
<br /> G UNDERGROUND GAS L/NE LAND REG.
<br /> W UNDERGROUND WATER LINE ,
<br /> E UNDERGROUN D__ELEC TRJC_LJNE(S)
<br /> - T UNDERGROUND TELEPHONE LINE(S) •0)
<br /> -g SANITARY SEWER LINE NOTE Out- to -Out Building dimensions to
<br /> ST STORM SEWER LINE shown ore, within 0. 5 feet o
<br /> 0MANHOLEo
<br /> F/RE HYDRANT e °
<br /> �0 WATER SHUTOFF VALVE
<br /> ® FIRE-PROTECT/ON WATER VALVE
<br /> •.• • -• . '.: 'T. %: CONCRETE PAVEMENT i 8
<br /> 0
<br /> ;ah; �'ciWil BLACKTOP PAVEMENT ' -
<br /> DECIDUOUS TREE • /6•/5 SE, CORNER
<br /> 2/ 22 SEC /6, r7N, R/OE ! CO d7/U- / S" -aU( y- `/
<br /> 1 EVERGREEN TREE _ U085
<br /> R N F REPORTED OR SHOWN ON PLANS TO EXIST BUT
<br /> NOT FOUND 588 26 49 W, 15- 3 - C) 7
<br /> l4,1 bU99--y
<br /> 0BRASS CAP /N CONCRETE FOUND - - / / $U 6
<br /> m W/SCONSIN POWER 8 LIGHT LATTICE TOWER
<br /> siOs FOR HIGH TENS/ON H/GH VOLTAGE TRANSMISSION
<br /> lb NOTE: The information •shown on the site map(s) concerning prepared ,by ,' BOWDEN SUR VE y/NG` ROBER T" A. JOHNSON, R. L . 5'
<br /> AREA LIGHT A POLE type and location of underground utilities was gleaned /°' /"
<br /> from actual locator markings, maps provided from
<br /> the
<br /> CONCRETE CURB 8 GUTTER
<br /> various utilities and .existing above-ground physical 619 W. 1ezrirnac S�-- arts' _ _3 _23__C._T. H. //JG /
<br /> evidence, and is NOT guaranteed to be accurate or all • T �/ ' 1
<br /> MASON; NAIL /N CONCRETE inclusive. Anyone planning excavation of any kind Dodgeville W/ 53533 B/U e Mounds kW 535/7
<br /> ( "�) RECORDED AS should contact all underground utility companies and /
<br /> - FO '1NDERGROUND FIBER OPTIC CABLE Digger' s Hotline . before digging.t . (6081 z5 - 55/3
<br /> ( / 4J (6'08) 437 - 5324
<br /> x INLET
<br /> VERTICAL BENCH MARK L
<br /> • NO. 6 X 24 " REBAR SET
<br /> A C PAD-MTD. AIR CONDITIONER
<br /> wD . WALK DOOR
<br /> nun nrir.rf,lr-AA nnnr) '_' I (, ',
<br />
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