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S $90-40'-24' E s. ?649.41' t 4,y h - 6. 0 39 m N 09 -Ir -45111 SEC L INE �,'--��\ c 2645.72' v) , S CAP / �� RECORDED /0' o R. T F 4N / `\\.\ 00-16'-45' W , - 6' 11 T_ R. a i \.\ 2' P139+31.25 I 1' BEGIN REL ATI MER SEC � � • `�� STA. 39+92.48 � x `\\ R 28 / V r~� 79,107.56 .42 i ! X 2.1 2' G L ER'�pIYISION 1 � �.• N ' \\�----- � z O `'' 1 42/ =� ,% STA. 39+55.67 62.67'RT., 1. P. GEBHARD E. l MART ANN M. HEIL Ao I RAN CH - PETERS0N�-\Ap R ANT A J 1 1 • I . I TRAVERSE NOTE . 3 ' "! � I 1 CDNTROL SURVEY WAS ESTABLISHED IN OCTOBER 1981 RUNNING I 33' ! E S % CORNER OF SEC. XT 7 N, R 9 E TO THE SE ! ' jMSEC. 34,T 7 N.R 9 E. THE CITY OF MADISON GRID ` --------------------------------------j ' TES WERE HELD FOR THE S'/4 CORNER. THE BEARING HELD 1 I TWO ABOVE SECTION CORNERS WAS S 890-40'-24' E. 1 MTESOFOTHER ARX4UMENTS WERE ADJUSTED TO FIT SURVEY. ' I j I 1 OESIGp �PAFTING 1 REVISION DATE ROUTE COUNTY DATE R/IN PROJECT NUMBER i n-zo-es C.T.H. 0 DANE M'A STA, 36+78.43 LOT i I I 1 t T0.2TLT., LP, I • 4 ' CURVE NOTES 0 20 40 0.999910 599 z -Z - 2- 1 I 1 m 1 -4724 I PI 39+37.25 Vf rm I I � 1 Y 379,189.59 I Q ` N �•�, R/W 'CURVE NOTES BRASS CAP ' -36' I a za�-a' -36' 1 IgNI11fNT FOUND 1 v D= 100 00' -00' / Y 379,107.62 X 2.159,375.75 I IRASS CAP `� RECORDED AS X ENT FOUND i� Z ��`\\ Y 319,106.31 1 1376,471:04 R= 501.96' \ X 2.159,371, 30 II,156,740.82 i R= 512.96' \\ 1 ' \ 1 ; STA. 40+20.73 rm 65.00' LT. l— PC 31+93.99 n S $90-40'-24' E s. ?649.41' t 4,y h - 6. 0 39 m N 09 -Ir -45111 SEC L INE �,'--��\ c 2645.72' v) , S CAP / �� RECORDED /0' o R. T F 4N / `\\.\ 00-16'-45' W , - 6' 11 T_ R. a i \.\ 2' P139+31.25 I 1' BEGIN REL ATI MER SEC � � • `�� STA. 39+92.48 � x `\\ R 28 / V r~� 79,107.56 .42 i ! X 2.1 2' G L ER'�pIYISION 1 � �.• N ' \\�----- � z O `'' 1 42/ =� ,% STA. 39+55.67 62.67'RT., 1. P. GEBHARD E. l MART ANN M. HEIL Ao I RAN CH - PETERS0N�-\Ap R ANT A J 1 1 • I . I TRAVERSE NOTE . 3 ' "! � I 1 CDNTROL SURVEY WAS ESTABLISHED IN OCTOBER 1981 RUNNING I 33' ! E S % CORNER OF SEC. XT 7 N, R 9 E TO THE SE ! ' jMSEC. 34,T 7 N.R 9 E. THE CITY OF MADISON GRID ` --------------------------------------j ' TES WERE HELD FOR THE S'/4 CORNER. THE BEARING HELD 1 I TWO ABOVE SECTION CORNERS WAS S 890-40'-24' E. 1 MTESOFOTHER ARX4UMENTS WERE ADJUSTED TO FIT SURVEY. ' I j I 1 OESIGp �PAFTING 1 REVISION DATE ROUTE COUNTY DATE R/IN PROJECT NUMBER n-zo-es C.T.H. 0 DANE 7 -28 -Bs 5992-2-80 I I SCALE,FT. GRID FACTOR FEDERAL PROJECT NUMBER 15 • 4 ' CURVE NOTES 0 20 40 0.999910 599 z -Z - 2- q, I DANE CO. PROJECT NO. 671 -4724 I PI 39+37.25 1 Y 379,189.59 I X 2280-0 R/W 'CURVE NOTES ' -36' I a za�-a' -36' D= 100 00' -00' 0 = 50-24' -10' T= 23.97' T= 143.26' 280.76' L= 47.90' i� Z L= R= 501.96' i R= 512.96' LC= 47.88' LCB-- N 20-15'-15' E ; STA. 40+20.73 rm 65.00' LT. n • w � a j' O DAIS COUNTY STA. 40+14.15 65.00' lT. SLOPE INTERCEPTS ' EXISTING R/W + . N Do -26'-50' e. 754.09' NEW R/W LIMITS _ ----- - ----- 77- 77- 1520-I S' i0' N_ 00-271-03'_W EXISTING _R/W f — -M-N 00-24' -24' W.....—.__,Y_ SECT 07N NN L INE N 00-261-50/ IN I 417L 427L R. 3TL a 40' TL' +74.6?. 17.4810. 8' W - -- 8. if — - - — 2' G - --- i 94 - 8' SkN.P. I. 40 Tl'+46.2------- ------------------------------------------ - ------------ --- --- i-' --- I 1 I , I • 1 I I I I I I I ROBERT J. R 1 DOROTHY S. i RUTH V. O'CONNOR i LENTZ ! GEBHARD. E. 8 I 1 ! MARY ANN M. HE IL STA. 41404.83 ! I i 49.00' RT.,I.P. i r 1 LOT 21 22 23 ' - I 1 w ! RR CA<. ! i i RST ADD! T ION TO BURR ;•OAKS I I i ' -i------------\ I-------------------------- L------------------------------