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CTHD-FISH-HATCHERYRD_M4701(3)
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3/7/2025 12:09:06 PM
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110' If <br />I 1 <br />I <br />1 I -------------------------------------------------------------- <br />1 I <br />I 1 <br />I I <br />I <br />I EXISTING R/W <br />I ICURVE NOTES <br />90•-42'-59' <br />I T• 15.19' <br />I <br />L• 23.75' <br />I R • 15.00' I <br />I LC• 21.34' <br />LC8•N 45•-15'-52"E <br />NEST R/W <br />CURVE 'NOTE s F R A U S T PLAT <br />1 A = 900-421-591 <br />6! a 1 T=15.19' <br />:01 n <br />STA. 56449.14 L = 23.75' <br />67. 19' LT. R = 15.00' <br />W m I / LC = 21.35' <br />REVISION DATE <br />11-20-85 <br />2- 7 - 86 <br />z <br />m <br />m <br />N I <br />m j <br />A� <br />W <br />1 1LC8 = N 450-151-241 E STA. 57+70.26 '� <br />STA. 56449± 52.00. LT <br />y�! z N;;-- <br />58.0' t LT. <br />Y1�- M -- I '. 1 FIORE COAL d OIL COMPANY STA. 58+38t <br />N� yv I 58.0't LT. <br />&I i I STA. 56+64.14 <br />5 0-36=54"E=1 I 52.00. LT. L.H.E. FOR SLOPES 1 <br />30' 0 CAS PUMP OISLAN o 1372SO. FT. ITEMP.) <br />STA. 56448.90 i N Com• <br />ROUTE COUNTY DATE <br />C. T. N. D DANE 7-2 <br />SCALE,FT. GRID FACTOR <br />0 20 40 0.999910 <br />0 <br />STA. 58+38t ARBORETEUM PARKWAY <br />i5. a t LT. ASSOCIATES <br />L.N.E. FOR SLOPES <br />3261 SO. FT. (TEMP.) <br />1 LN a, „ 6' 44.82' LT. I.PI I _ 0 N I° 0 ' 11111-M291 <br />1 <br />STA. 45489.41 LUliLUEXISTING R/W SO•-06'-OS"E 174.30' 000NIC. 5.37' <br />4 <br />Pi 56+18.96= 48.071 L i. , I. P, PI STA. 56+48.95 BASE <br />a POT 10'P'400.00= ! 52.Oa LT. STA. 58+38.38 <br />T. L. 56+19.14,1.12' LT. I 180°3 53' ;, 47. 76' LT.. I. P. <br />i POT 51+75.76- m <br />Y 380,733.12 . <br />POT 10 +0000 / M <br />X 2,159,372.59 � / <br />EXISTING R/M 4 - /- <br />SECTION MINE --=-=-_--=-_-_--=-_-_-- =-_ _-- _-=-==1'=-_-_--= f _--_-- �RISTIN� A7� E_ ---SI <br />5 7 e <br />N 00-42' -58' V SSTI S6T1 N 00_06705- N <br />43 <br />NEST- R/.V <br />900-26"47" ` <br />CURVE NOTES <br />T-12 L.H. E. FOR SLOPES STA. 5 <br />= 880-27' -53' <br />45 <br />T = 14. 60, <br />P. 1. 56'7L'+39.71 38.Oa RT.. <br />• 360 S0. FT. (TEMP.) <br />L =23.16' <br />3 46 <br />R• = 15.Oa <br />i -- - --- --------------- ------------- -i <br />-�-r-r- <br />LC = 20.93' <br />3 41 <br />LCB = N 450-09' -10' N <br />45. a t <br />BUILDING <br />- - - - - <br />_ - �- 0°`-06' -OS' E� I6�. 2 <br />STA. 55+89.86 <br />31 49 <br />.m �. <br />38.00. RT <br />66. W LT. <br />¢ <br />- • . :... <br />0 51 <br />STA. 55+89.5t <br />LICE. FOR SLOPES <br />1212 SO.FT. <br />65. a LT. 1 <br />1 8 <br />L.N. E. FOR SLOPES <br />2 53 <br />3670 SO. FT. (TEMP.) PI STA. 55+889.51 <br />INTERCEPTS <br />I J. 8M J. BRO CKERT - VENDOR$ <br />52. o0. -LT. � <br />© TOWN OF MADISON STA. 55+11.91 <br />4 55< <br />51.95' LT. <br />110' If <br />I 1 <br />I <br />1 I -------------------------------------------------------------- <br />1 I <br />I 1 <br />I I <br />I <br />I EXISTING R/W <br />I ICURVE NOTES <br />90•-42'-59' <br />I T• 15.19' <br />I <br />L• 23.75' <br />I R • 15.00' I <br />I LC• 21.34' <br />LC8•N 45•-15'-52"E <br />NEST R/W <br />CURVE 'NOTE s F R A U S T PLAT <br />1 A = 900-421-591 <br />6! a 1 T=15.19' <br />:01 n <br />STA. 56449.14 L = 23.75' <br />67. 19' LT. R = 15.00' <br />W m I / LC = 21.35' <br />REVISION DATE <br />11-20-85 <br />2- 7 - 86 <br />z <br />m <br />m <br />N I <br />m j <br />A� <br />W <br />1 1LC8 = N 450-151-241 E STA. 57+70.26 '� <br />STA. 56449± 52.00. LT <br />y�! z N;;-- <br />58.0' t LT. <br />Y1�- M -- I '. 1 FIORE COAL d OIL COMPANY STA. 58+38t <br />N� yv I 58.0't LT. <br />&I i I STA. 56+64.14 <br />5 0-36=54"E=1 I 52.00. LT. L.H.E. FOR SLOPES 1 <br />30' 0 CAS PUMP OISLAN o 1372SO. FT. ITEMP.) <br />STA. 56448.90 i N Com• <br />ROUTE COUNTY DATE <br />C. T. N. D DANE 7-2 <br />SCALE,FT. GRID FACTOR <br />0 20 40 0.999910 <br />0 <br />STA. 58+38t ARBORETEUM PARKWAY <br />i5. a t LT. ASSOCIATES <br />L.N.E. FOR SLOPES <br />3261 SO. FT. (TEMP.) <br />1 LN a, „ 6' 44.82' LT. I.PI I _ 0 N I° 0 ' 11111-M291 <br />1 <br />STA. 45489.41 LUliLUEXISTING R/W SO•-06'-OS"E 174.30' 000NIC. 5.37' <br />4 <br />Pi 56+18.96= 48.071 L i. , I. P, PI STA. 56+48.95 BASE <br />a POT 10'P'400.00= ! 52.Oa LT. STA. 58+38.38 <br />T. L. 56+19.14,1.12' LT. I 180°3 53' ;, 47. 76' LT.. I. P. <br />i POT 51+75.76- m <br />Y 380,733.12 . <br />POT 10 +0000 / M <br />X 2,159,372.59 � / <br />EXISTING R/M 4 - /- <br />SECTION MINE --=-=-_--=-_-_--=-_-_-- =-_ _-- _-=-==1'=-_-_--= f _--_-- �RISTIN� A7� E_ ---SI <br />5 7 e <br />N 00-42' -58' V SSTI S6T1 N 00_06705- N <br />43 <br />900-26"47" ` <br />31 44 <br />T-12 L.H. E. FOR SLOPES STA. 5 <br />45 <br />32. 18' RT. REBAR <br />P. 1. 56'7L'+39.71 38.Oa RT.. <br />• 360 S0. FT. (TEMP.) <br />Ip <br />3 46 <br />10' N <br />i -- - --- --------------- ------------- -i <br />-�-r-r- <br />STA. 54+50t <br />3 41 <br />45. a t <br />';STA. <br />- - - - - <br />_ - �- 0°`-06' -OS' E� I6�. 2 <br />54+50.00 <br />31 49 <br />.m �. <br />38.00. RT <br />9 �0 <br />¢ <br />- • . :... <br />0 51 <br />mm- <br />LICE. FOR SLOPES <br />1212 SO.FT. <br />1 52 <br />1 8 <br />(TEIP.1 , <br />2 53 <br />INTERCEPTS <br />I J. 8M J. BRO CKERT - VENDOR$ <br />i kARGARET P. OLSON TRgSTEE <br />L. a G. D'AMICO - VENDEES L.N.E. FOR IOPES . <br />4 55< <br />V <br />` <br />56 <br />:e <br />> 5T <br />PLAT OF SUNNYSLOPE <br />58 <br />PLAT OF SUNNYS`LOPE <br />I <br />I <br />3 <br />! BLOCK 1 i <br />I <br />6 0' <br />61 <br />j4 <br />I 3 2I <br />I <br />1 <br />2 <br />i <br />•.� <br />- �.�ZV <br />r <br />i it <br />PHONE B^'. S 0°-43' -00' E. 168.16- <br />-KW R/W LIMITS ! 10 DELL L. 8 VIVIAN A. <br />DICKENS <br />1 <br />i STA. 55'21 t <br />i38. a t RT. <br />i <br />IT WISCONSIN BELL INC. <br />I <br />i <br />i <br />I <br />I <br />i <br />} I <br />STA. 56+18.55 <br />38.Oa RT. <br />RA PROJECT INSIDER <br />5992-2-80 <br />11=b PROJECT NUMBER <br />sgrn-2-8L 4,+ <br />DANE CO. PROJECT NO. 671-4724 <br />1 <br />1 <br />L. N. E. FOR SLOPES <br />MADISON VIDEO REPAIR <br />STA. 59+79.64 <br />41.88' LT.. I. P. <br />STA. 60+00+_ <br />t <br />T.A. 60+ <br />58. a t L4,5T. <br />•------STA. ---- Q 7--------- - <br />609. <br />56.56' LT. <br />I PC 59+70.26 <br />T.L. 59469.66, 22.00. L T. <br />.._ _.._.._.._.._.._.. N 0°-21' 21• <br />STTL <br />900-26"47" ` <br />STA. 59+22.03 <br />T-12 L.H. E. FOR SLOPES STA. 5 <br />--- 2' G 597L <br />32. 18' RT. REBAR <br />P. 1. 56'7L'+39.71 38.Oa RT.. <br />• 360 S0. FT. (TEMP.) <br />Ip <br />--- - I <br />STA. 58+02.08 <br />10' N <br />i -- - --- --------------- ------------- -i <br />-�-r-r- <br />~' 21.93' AT. REBAR - t- --------,--------------- <br />1 <br />-1 - <br />S 0°-06' -05' E 1-23. <br />- - - - - <br />_ - �- 0°`-06' -OS' E� I6�. 2 <br />i I <br />i I <br />STA. 58402.06 <br />38.Oa RT. <br />coNC. BASE <br />++ INLET ; <br />i STA. 56+22t '^ ;STA. 57442± <br />I 41. a t RT. BUILDING i 41. a + RT1 <br />��„ <br />I <br />I <br />CONCRET E ISLAND <br />/SLOPE <br />STA. 59+221 <br />15.0± RT.. <br />1 8 <br />9 ,J. J. PR ILMA <br />1 O IILEE ESTATE. I <br />INTERCEPTS <br />I J. 8M J. BRO CKERT - VENDOR$ <br />i kARGARET P. OLSON TRgSTEE <br />L. a G. D'AMICO - VENDEES L.N.E. FOR IOPES . <br />' <br />I 402 SOFT IT MP.) <br />1 <br />PLAT OF SUNNYSLOPE <br />PLAT OF SUNNYS`LOPE <br />I <br />I <br />! BLOCK 1 i <br />I <br />6 0' <br />i 9LOCK 2 <br />I <br />I 3 2I <br />I <br />1 <br />2 <br />i <br />I <br />1-- --- - - i- ---- ---------'---------- --� <br />I - V► <br />rrIL <br />! I <br />I <br />I I <br />I Ary <br />I 1 <br />I i <br />i <br />i 4 ' TOM. OF MADISON <br />CITY OF MADISON <br />STA. 59+72.07 .2. G'- <br />32.19' RT. REBAR <br />to, <br />460TL TRANS IT L INE <br />I \ I.N.E. FOR SLOPES <br />1628 SO. FT ITEMP. ) <br />STA. 59+70.26 STA. 60+35.32 <br />38.Oa RT. 30.76' RT. REI <br />7 <br />MADISON NEWSPAPERS. INC. <br />WE' <br />CUf <br />A= <br />T= <br />L= <br />R= <br />LC <br />LCI! <br />60+501 <br />a �- <br />L^H <br />162 <br />
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