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202403156 <br />DWC: <br />DATE FD\19 \2003 - 058%\2:- 6CY_B\Au1A3\d plw.9Ww0\C\P8VJ361 LSP:.a738S)\M1P_N_JIPP5_9y53 .tl,310P0 USER:P3+_+1935 <br />83 CJBASE_019358313 P_0BLN_193583.S4 <br />A <br />1665.7 <br />1665.80 <br />186659 <br />1865.68 <br />1866.0 <br />1865.77 <br />STA 162+0¢ <br />EXISTING 15 STORM SEVER <br />FL EL . 1859.36 <br />(FIELD p6p080p? 0+91+) <br />L%ISIIND 1R)}IIC AMOR. LOOP <br />(TO BE REMOVED 8/PANNG) <br />(FIELD VERIFY DEPTH) <br />S$TA182+16 <br />EXIS'ING TRAFFIC DE1EC1I+1 LOOP <br />(TO BE REMOVED 9/PAVING) <br />(FIELD VERIFY 0001)1) <br />STA. 162+40 <br />EXISTING TRAFFIC DETECTION LOW <br />(TO RE REM0VE0 8/PANNG) <br />(MELD VERIFY DEPTH) <br />STA 182+70 <br />DIVING 13' STORM <br />5EILER <br />F0 EL - 166820 <br />(FIELD VERIFY DEPTH) <br />TA 1 <br />kla. <br />9 (TO BE REMOVED 6/PANNG) <br />1 x[46 -(MELD VERIFY DEPTH) <br />5TA 182+9 <br />FORTING m C 0(10+1gN LOOP <br />(TO BE REMOVED IV/PALING) <br />(FIELD VERIFY DEPTH) <br />1666.1 <br />1885.95 <br />18662 <br />1866.04 <br />1666666..3 <br />12 <br />�,. 1866.3.... <br />S 1866 1 <br />18661 <br />1866.30 <br />1866.5 <br />1866.39 <br />1866 6 <br />1868.48 <br />�iB�bb¢57 <br />8 <br />1866.7 <br />1466.65 <br />18667 <br />186674 <br />866 <br />(10SII6I1 1 A01IC UL1.5.1N8* LOW <br />(TO BE REMOVED W/PAMNG) <br />(FIELD VERIFY DEPTH) <br />STA 166+09 <br />EXISTING 8' WATER MAIN <br />1866.6 (MELD WW1. DEPTH) <br />1866.73 <br />,366 5 <br />1966 61 <br />666464 <br />1866. <br />ICaX.X EXISTING GRADE Al CENTERLINE <br />i 310(0.X11 PROPOSED GRACIE AT CENTER+NE <br />a � g <br />1) <br />0 <br />8 <br />STATE ST. <br />STA. 182+05 <br />ADJUST STOW SEWER MANHOLE TO WADE <br />EXISTING RIM EL . 1865.15 <br />PROPOSED RIM EL.- 1865.12 <br />El051150 TRAFFIC DETECTIOI LOOPS TO <br />BE REMOVED DURING PAVEMENT REMOVAL <br />STA 182+00 TO STA. 187+00 <br />REMOVE 2340 SY OF PAVEMENT <br />CONSTRUCT INLET THROAT <br />ALL INtfT PROTECTI <br />REMOVE AND SALVAGE PULL BOX TO THE C <br />REMOVE AND REPLACE 2 SY <br />OF 5' CONCRETE SIOEWALN <br />REMOVE AND REPLACE 20 LF <br />30" CURB AND GUTTER SECTI <br />OVE ANO SALVAGE PULL BO % TO 1HE CITY <br />REMOVE AND REPLACE 2 5Y <br />OF 5' CONCRETE SIDEWALX <br />RENO1E AND REPLACE 24 LF W <br />30' CURB AND GUTTER SECTION <br />STA 182+71 <br />AD UST STORM SEWER MANHOLE TO WADE <br />EXISTING RIM EL. . 1865.73 <br />PROPOSED RIM EL. 1885.47 <br />STA. 182+00 TO STA. 187+00 <br />INSTALL 2340 5Y W 7' <br />00WE1.E0 CONCRETE PAVEMENT <br />n <br />C <br />m <br />136+3 <br />ADJUST VALVE BO% TO GRADE <br />EXISTING RIM EL. - 1066 8 <br />PROPOSED RIM EL. - 1866 2 <br />REMOVE AND REPLACE 15 LF OF <br />30" CURB AND GUTTER SECTION <br />ROW 80' <br />REMO <br />ANO sALVAGF PULL Box TOTHE OlY <br />(9010 AND REPLACE 2 S <br />• CONWEIE SIDEWA. <br />(MOVE AND REPLACE 16 1F W <br />30' CURB AND GUTTER SECTION <br />MATCHLINE STA. 187+0 <br />SEE SHEET 14 <br />CD 8) 0 <br />a�3 <br />( 5 Z <br />a CD <br />C <br />REMOVE AND REPLACE 30 LF 01 <br />30 CURB AND GUTTER SECTION <br />STA. 1135+60 <br />ADJUST STORM SEWER MANHOLE TO WADE <br />EXISTING RIM EL . 1066.54 <br />PROPOSED RIM (L. 1888.49 <br />CONSTRUCT ADA RAMP. <br />SEE SHEET 18 FOR DETAILS <br />INSTALL INLET PROIEG7001 <br />WAUGH ST. <br />NINSrALL INLET PROTECTION I <br />CONSTRUCT ADA RAMP. <br />SEE SHEET 16 FCR DETNLS <br />8EM01E AND REPLACE 14 LF W <br />30' CURB AND GUTTER SECTION <br />00 <br />11111;nnnnn� <br />a <br />N <br />m (0 <br />a m <br />111111,► <br />R <br />ROADWAY PLAN AND PROFILE <br />STA. 182+00 TO STA. 187+00 <br />x6 <br />DATE <br />R6Yelar DEACAPr0N <br />CUSTER AVENUE REHABILITATION PHASE 4 <br />WEST STATE ST. TO CAPITAL AVE. <br />GRAND ISLAND, NE 12023 <br />REVISIONS <br />Olsson <br />Engineering - Naas W COA 6CA0638 <br />211 Eat 2.191 SWIM <br />01*18 Wand. NE 88601 TEL 306.364.8750 W W W.9M6aunm <br />VZOZ/81/90 .d.1!q!4X3 <br />