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CURVE TABLE _
<br /> CURVE LENGTH RADIUS DELTA 4 TANGENT 16-0R-0 [CHORD BEARING
<br /> . ..._..4.
<br /> I I C-1 86.36'1689.50', 07'10'36" 1 43.24' i 86.31'1 S 07'58'47" W
<br /> I
<br /> 4E,150' LINE TABLE
<br /> PROPOSED CSM LOT t
<br /> S
<br /> LINE LENGTH BEARING
<br /> 6c ., L.-1 14 71 S 00'20'04" W
<br /> �\ OS v � L 2 30,45' S 29'17 53_E
<br /> [� I r F L-3 7 1'4 4'3 1"42.23' .
<br /> Q N} .SO S/`g 6g
<br /> L-4 51..82 S ..'26'23",W...
<br /> Q Q _......_,, r S 8758'23" E 243.55' L-5 79.95' s a x'04 0o w
<br /> -- -L-5 63.39_S 11'22'46" W
<br /> k. I NI i_ - ._ - 1 L-7 52.29 S 77'52'ii1" W
<br /> ;' L-8 56 43 S 26'06'59 W
<br /> W f `�� L-9 53.59' S 11'49'35" W
<br /> LANDS W -'�^
<br /> 0 �'li / I L-10 59.00' S 12'56 04 W...
<br /> °0 I V L-11 12.00' S 87'58'34" E
<br /> "t∎ Ml
<br /> HIL 030' • I
<br /> PROPOSED CSM LOT 2 #'-,-5555'-
<br /> Z 1 30.3' rn
<br /> .I`---- O c4i kt
<br /> J 46' 50' j .75.0' 31 S':u 1 N CID
<br /> x 4,/ 6 i p ^ Z SECTION 5
<br /> BUCKLEY I L-11 3,o 0.5' ^ e„.... .
<br /> ... a
<br /> ROAD ----- --- Q..1 1232.45'
<br /> P0B ' - - -.... _
<br /> 30' CONCRETE 1 �' ,� / 1\1,-89'39 56"_ Q SECTION 8
<br /> 1 / PAD / 1 _
<br /> I -I ( 172.58' / O SOUTHEAST CORNER------I
<br /> 46' 40' o
<br /> 4.3.0 :0 cu N (-. Q SECTION s sN, RIO
<br /> DIJNL ALUMINUM
<br /> j. \ ' CO MONUME NI
<br /> '
<br /> %,s1.0%// 7C
<br /> 1 ( \\Z \\ ♦', LEGEND
<br /> N \' 0 3/4"x24" REBAR SET
<br /> r.•I I --S 3/4" REBAR FOUND
<br /> 11 - PROPOSED LOT BOUNDARY
<br /> i i to I - CENTERLINE
<br /> W I "FLAGGED WETLAND BOUNDARY v - - - - RIGHT-OF-WAY LINE
<br /> • I AS MARKED JUNE 15, 2001 BY
<br /> ' ROBERT 2. WHITING, DEPT. OF --....__..-._..-.-.-. RECORD LINE
<br /> O THE ARMY."
<br /> AS SHOWN ON "MAP FOR - - DELINEATED WETLANDS
<br /> 1 rn I I REZONE"PREPARED BY ARROW / -- - SETBACK LINE
<br /> LAND SURVEYING DATED JAN.
<br /> 29. 2003. JOB N0. V f///�/.7/ BUILDING
<br /> I I 01R-176,A. .._-�
<br /> 2 /, tb
<br /> I I % / ��\�11U11111Ns 1/N NOTES
<br /> I f 7s' v ,\\\\``\5 C 0 /`/ / I. BEARINGS ARE REFERENCED TO THE WISCONSIN COUNTY
<br /> • `�`�;�,,, I t11111l/, /it.�i ' COORDINATE SYSTEM, DANE COUNTY ZONE'.
<br /> •
<br /> L5-9-1/ I .' HAMS P. ''� 2. FIELD WORK PERFORMED BY JSD PROFESSIONAL
<br /> •• I "2-* JUSTESON SERVICES, INC. THE WEEK OF SEPTEMBER 15, 2008.
<br /> S-2363 ` SURVEYOR'S CERTIFICATE
<br /> I I / ^O BELLEVILLE, `' C I HEREBY CERTIFY THAT THIS FOUNDATION LOCATION SURVEY
<br /> ,, -' I �--,.( '�� WI \,:` kC AND MAP IS CORRECT TO THE BEST OF MY KNOWLEDGE AND
<br /> "\ -- i,�jt./xi7�J111111N���O``,,(p` BELIEF IN AC ••D '.CE WITH THE INFORMATION PROVIDED.VO
<br /> 46' 40' I N 89'22'40"' /////////.1!sj jIRt t� �\\\\G '�'-- ''+° M,,'�,. "yr 9'f6 G'8
<br /> I AC, /
<br /> • 9/y•. ...S--2363 1 DATE
<br /> PROPOSED CSM LOT 3NI R tw ND SURVEYOR
<br /> LEGAL DESCRIPTION
<br /> PART OF THE SE 1/4 OF THE SE1/4 OF SECTION 5 AND PART OF THE NE 1/4 OF THE NE 1/4 OF SECTION 8, ALL IN T 8 N, R 10 E, TOWN OF
<br /> BURKE, DANE COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS:
<br /> COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 5; THENCE NORTH 87'58'34" WEST ALONG THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION
<br /> 5, 1232.45 FEET TO THE EAST RIGHT-OF-WAY LINE OF DAENTL ROAD AND THE POINT OF BEGINNING; THENCE NORTH 01'37'13' EAST ALONG THE SAID
<br /> EAST RIGHT-OF-WAY LINE, 240.84 FEET; THENCE SOUTH 68'58'05" EAST, 164.64 FEET; THENCE SOUTH 87'58'23" EAST, 243.55 FEET TO A POINT ON
<br /> NON-TANGENT CURVE' ON THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAYS 39, 90 & 94; THENCE ALONG THE SAID WESTERLY RIGHT-OF-WAY
<br /> LINE 86.36 FEET ALONG THE ARC OF A 689.50 FOOT RADIUS CURVE TO THE RIGHT SUBTENDED BY A LONG CHORD BEARING SOUTH 07'58.47" WEST, 86.31
<br /> FEET; THENCE SOUTH 10'27'09" WEST ALONG THE SAID WESTERLY RIGHT-OF-WAY LINE, 118.83 FEET; THENCE NORTH 89'39'56" WEST, 172.58 FEET;
<br /> THENCE SOUTH 00'20'04" WEST, 19.71 FEET; THENCE SOUTH 29'17'53" EAST, 30.45 FEET; THENCE SOUTH 71'44'31" EAST, 42.23 FEET; THENCE SOUTH
<br /> ' 09'26'23" WEST, 51.82 FEET; THENCE SOUTH 41'04'00" WEST, 79.95 F£FET; THENCE SOUTH 1 1'22'46" WEST, 63.39 FEET; THENCE SOUTH 27'52'11" WEST,
<br /> ''' 52.29 FEET; THENCE SOUTH 26'06'59" WEST, 56.43 FEET; THENCE SOUTH 11'49'35" WEST, 53.59 FEET; THENCE SOUTH 12'56'04" WEST, 59.00 FEET;
<br /> E' THENCE NORTH 89'22'40" WEST, 122.95 FEET TO THE EAST RIGHT-OF-WAY LINE OF DAENTL ROAD; THENCE NORTH 00'39'03" EAST ALONG THE SAID EAST
<br /> .' RIGHT-OF-WAY LINE, 467.28 FEET; THENCE SOUTH 87'58'34" EAST, ALONG THE SAID EAST RIGHT-OF-WAY LINE, 12.00 FEET TO THE POINT OF BEGINNING.
<br /> CL
<br /> SAID PARCEL CONTAINS 169,342 SQUARE FEET 3.888 ACRES.
<br /> N
<br /> FOUNDATION LOCATION SURVEY
<br /> <?. PART OF THE SE 1/4 OF THE SE 1/4 OF SECTION 5 AND PART OF THE NE 1/4 OF THE NE 1/4 j-.
<br /> °' OF SECTION 8, ALL IN T 8 N, R 10 E, TOWN OF BURKE, DANE COUNTY, WISCONSIN c-'' ' ,
<br /> t� PREPARED 8Y: PREPARED FOR: PROJECT NO: 07-3021 SURVEYED BY: BJK north
<br /> to ZIP► r•d1•. Spring+"• FILE NO: B-144 DRAWN BY: SO 0 SO 100
<br /> •fy/•Nrl•Inr•tvr• •Plwe.r
<br /> S' 161 HORIZON DRIVE, SUITE 101 VETESNIK ENTERPRISES, LLC FIELDBOOK/PC: 205/27 CHECKED BY: DRS ��
<br /> N 161 HORIZON
<br /> WISCONSIN 63593
<br /> SUITE 27475 US HIGHWAY 14 -- SCALE: 1 100'
<br /> PHONE: (608)H<H-5060 RICHLAND CENTER, WI 53581 SHEET NO: 1 OF 1 APPROVED BY: OMJ-
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