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CTHB-TOWN-OF-CHRISTIANA_15023_1
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CTHB-TOWN-OF-CHRISTIANA_15023_1
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Last modified
3/7/2025 12:05:33 PM
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3/7/2025 12:05:27 PM
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I <br />-7 <br />LL: F <br />w <br />9:2) XIZL�01' u� <br />IC.T. H t. B 0 N 81018'E <br />ST. <br />G. <br />�.M �2 <br />/I I' \B.M. 3 <br />ww I I I <br />�c y 411 <br />W I's <br />956.22 a H. 4i 961.34 <br />z LLJ H. <br />00 <br />LLJ LL. <br />Moo <br />2!: <br />z z <br />Uj BEGINNING OF RELOCATION ORDER 8 PROJECT <br />NO. 15023 STA. 0+00 950 N OF THE <br />S 1/4 COR. SEC. .19, T. 6 N., R. 12 E. <br />LOCA 770N SKE rCH <br />TN. CHHISTIANA C.T.H. Bl PROJECT NO IF)nP';� 1969 <br />L <br />O -j um jB.M. 4 <br />33 963-96 vu <br />OCA <br />W <br />H. <br />WJ4./ 11-r ' H. <br />3.5'X 6X 43 -57.' <br />STONE ARCH IN PLACE <br />REMOVE <br />END OF RELOCATION ORDER 8 PROJECT NO. 15023 <br />STA. 259 + 92.0 345' N OF THE E 1/4 COR. <br />SEC. 23, T.6N.,R. 12 E. <br />R. 12 E. <br />B <br />0 <br />-'.ROCKDALEw <br />u <br />0'j Z N <br />21 <br />22 <br />23 <br />24 <br />w <br />u- <br />u - <br />WO <br />3 <br />z <br />z <br />- M -e <br />N <br />28 <br />27 <br />00 <br />"Mm <br />LOCA 770N SKE rCH <br />TN. CHHISTIANA C.T.H. Bl PROJECT NO IF)nP';� 1969 <br />L <br />O -j um jB.M. 4 <br />33 963-96 vu <br />OCA <br />W <br />H. <br />WJ4./ 11-r ' H. <br />3.5'X 6X 43 -57.' <br />STONE ARCH IN PLACE <br />REMOVE <br />END OF RELOCATION ORDER 8 PROJECT NO. 15023 <br />STA. 259 + 92.0 345' N OF THE E 1/4 COR. <br />SEC. 23, T.6N.,R. 12 E. <br />R. 12 E. <br />B <br />0 <br />-'.ROCKDALEw <br />u <br />0'j Z N <br />21 <br />22 <br />23 <br />24 <br />w <br />u- <br />u - <br />WO <br />3 <br />z <br />z <br />N <br />28 <br />27 <br />00 <br />DANE COUNTY <br />HIGHWAY COMMISSION <br />SURVEYOR N. J. S. CHECKER W.S. a J.O'C- <br />COMPUTER- V.J.C. <br />SUBMITTED FOR <br />APPROVAL <br />40OUNTY H16H*AY/,-tNGINEER <br />APPROVED DATE .7-- -S� .1969 <br />COUNTY HIGHWAY COMMISSIONER <br />8 P, R. PROJECT SHEET TOTAL <br />DIVISION NUMPER SHEETS <br />1502'3 <br />CL ti <br />ci <br />d <br />a: <br />0,2,9' <br />30ij <br />• -CEO o 30 <br />9 76-84 B. M. 6 661 <br />(D 977.29 <br />OD CL' <br />I <br />FH <br />4 <br />OD -7 Lu <br />+ a: <br />L) <br />P 1. STA. 25+ 70.3 -J -j <br />3� <br />1 1900 13' 30" <br />10° 13'30 <br />D 0045 <br />T 6 8 3.5' <br />L 1 363.3' <br />E 30 .5' <br />R 76 39.44' <br />99jj 0 <br />980 1 <br />970 <br />960 <br />-TEE- - <br />9u <br />
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