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5 <br />N <br />0' 5' 10 20' <br />SCALE IN FEET <br />SPRUCE EIREET CENTERU <br />SPRUCE STREET <br />>avxBtO'r <br />vPPwP <br />STORM DRAIN CENTERLINE <br />N0. <br />STATION <br />NORTHING <br />EASTING <br />LENGTH <br />LINE/CHORD BEARING <br />DELTA <br />TANGENT <br />RADIUS <br />D+00.00 <br />0+27.39 <br />1234959.9286 <br />1234984.8164 <br />3104212.8090 <br />3104224.2533 <br />27.39' <br />BACK OF CURB ALIGNMENT <br />N0. <br />STATION <br />NORTHING <br />EASTING <br />LENGTH <br />LINE/CHORD BEARING <br />DELTA <br />TANGENT <br />RADIUS <br />PC= <br />0+00.00 <br />1234995.4791 <br />3104171.1502 <br />CI <br />PI= <br />PT- <br />0+03.89 <br />0+07.68 <br />1234995.8085 <br />1234997.5646 <br />3104175.0251 <br />3104175.4948 <br />7.68' <br />874108653"E <br />21'59'12" <br />3.89' <br />20.02' <br />PC- <br />0+07.68 <br />1234997.5646 <br />3104178.4948 <br />C2 <br />P1= <br />PT= <br />0+11.26 <br />0+14.82 <br />1234999.5266 <br />1235001.0104 <br />3104181.4836 <br />3104184.7364 <br />7.14' <br />861'05'55"E <br />PC= <br />0+14.82 <br />1235001.0104 <br />3104184.7364 <br />03 <br />161= <br />PT= <br />-0+45.39 <br />1+06.01 <br />1234977.1987 <br />1234957.2972 <br />3104129.4383 <br />3104186.2608 <br />91.20' <br />51.59'60"E <br />2213857" <br />60.21' <br />23.47' <br />PC- <br />1+06.01 <br />1234957.2972 <br />3104186.2608 <br />C4 <br />Pl= <br />PT= <br />1+12.37 <br />1+10.64 <br />1234959.1274 <br />1234959.1520 <br />3104180.1753 <br />3104173.8206 <br />12.62' <br />881'31'12"W <br />16'31'00" <br />6.35' <br />43.78' <br />L2 <br />1+18.64 <br />1+21.29 <br />1234959.1520 <br />1234959.0799 <br />3104173.8208 <br />3104171.1679 <br />2b5' <br />588'26'37"W <br />SPRUCE STREET CENTERLINE <br />N0. <br />STATION <br />NORTHING <br />EASTING <br />LENGTH <br />LINE/CHORD BEARING <br />DELTA <br />TANGENT <br />RADIUS <br />L3 <br />100+00.00 <br />105+00.00 <br />1234971.5500 <br />1234980.3400 <br />3103834.7200 <br />3104334.6400 <br />500.00' <br />1488'59'34"E <br />PROGRESS SET <br />NOTTS BE USED FOR CONSTRUE,. <br />July 14, 2017 <br />DATE PRINTE <br />OLSSON ASSOCIATES <br />REV NO <br />DATE <br />REVISIONS. DESCRIPTION <br />REVISIONS <br />4690 Table Mountain Drive <br />Suit <br />OAOLSSON TEL 303.237.2072 <br />200 <br />Gold CO 80403 <br />ASSOCIATES FAX 303.237.2659 <br />desIgned <br />down SY <br />ked <br />6� <br />Poi. <br />MS <br />CU <br />08,016 <br />CITY OF LOUISVILLE I' L1y 4r LD uisVLUe <br />Alni <br />SPRUCE STREET CUL-DE-SAC <br />IMPROVEMENTS <br />HORIZONTAL CONTROL PLAN <br />HC <br />SHEET 4 of 9 <br />7 <br />