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20240315E <br />60. F: \2o19\3501-4000\019-3553\\40-4.199.\AIOCAD\e.S Own \ Shoats \CACl/ \Phase 3 (131111.4 tP F.r..l Sl)\PSo 4\C.RPP 193583_PSa.8.9 USER:.j.I..# <br />AlE Oct 11 2023 2: 3m.,) %RifS1 2 PBASE 193503 C_PROF_0193583 VJITOPO LDP P2_0193683 P_TBLK_193583.2SS VJ(TOPO LOP P3_0193583 C P6*8E.0193563�3 P 18UN_193583 854 <br />i i E E ( MATCHLINE STA. 198+OC <br />%80X,8 606E20 GRADE AT CENLENLINE I SEE SHEET 15 <br />I <br />I <br />�I <br />u <br />612288 PROPOSED GRADE AT CENTERLINE <br />1 4 863 <br />1ae3.as <br />-S- <br />PROFILE SCALE IN FEET <br />NORIZ. <br />0' 10 30 A0' <br />£RT. <br />O' 1 ] 4 <br />- <br />a63 <br />Row <br />80' <br />I <br />1863.33340 <br />--� <br />REMOVE ANDRE PUCE 24 0+ <br />JO' CURB AND CULLER SEcn1lON <br />1\ <br />REMOVE AND REDUCE 8 IO <br />ase D GUTTER SEGnaN <br />18631 <br />IINSTALL INLET PROTECO <br />e6321 <br />STA 198+88 <br />RECONSTRUCT INLET THROAT <br />RECONSTRUCT INLET THROAT <br />E%ISRNG 15' STCRM <br />SEWER <br />)�S i FL EL - 1858.36 <br />1 11 (FIELD- VERIFY DEPTH) <br />REMOVE MD REPLACE 13 LF OF <br />30' CURB AND GUTTER SECTION <br />6 <br />0 <br />C +y. <br />INSTALL INLET PROTECTION <br />-i 8 <br />INSTALL INLET PROTECTION <br />N <br />:86312 <br />1862.955610 <br />FORREST ST. <br />7 - <br />STA 199+39 <br />ADJUST SANITARY SEVER MANHOLE TO GRADE <br />EXISTING RIM EL. 186285 <br />PROPOSED RIM EL4 1862.96 <br />INSTALL INLET PROTECTION <br />RECONSTRUCT THROAT <br />�I <br />8619 <br />T 0•+71.' <br />1882.89 <br />STA 199+81 <br />.. .. INSTALL NUT PROTECTION <br />INSTALL INLET PRO <br />6010 <br />EXISTING 48" <br />STORM SEWER <br />FL EL - 1656E7 <br />(FIELD VERIFY DEPTH) <br />I RE MOVE AND REDUCE 5 S.Y. _.� 4 <br />OF 5' CONCRETE SIDEWALK 1,17 <br />STA. 199+70 <br />EXISTINGADJUST SRIMM EL 4ANHOLE 1862.76 TO GRADE <br />PROPOSED RIM EL.- 1862.65 <br />8666,T <br />116l1.e7$ <br />28610 OB <br />18611 <br />1863.14 <br />18631 <br />1863.22 <br />IV J1 <br />J REMOVE ANDRE PUCE 50 LF OF <br />30' CURB AND GUTTER SECTION <br />Bore in New <br />Gas Main <br />Behind Sidewalk <br />REATE 21 LF OF <br />REMOVE µB <br />30' CURB D LATTER s6cnoN <br />50339 <br />REMOVE AND REFUGE 2 S.Y. Cr <br />5' CONCRETE SIDEWALK <br />1,555 5 <br />1963 48 <br />M <br />? <br />STA 199+39 <br />ADJUST VALVE BOX T GRADE <br />EXISTING RIM EL 1863.04 <br />PROPOSED RIM EL . 1883.03 <br />�/ <br />Iln <br />98+00 T STA. 201+50 <br />186356 - <br />REMOVE 2661 SY OF PAVEMENT e + <br />STA. 198+00 TO STA. 203+50 <br />INSTALL 2661 5Y OF 7' <br />00WELED CONCRETE PAVEMENT <br />186364 <br />0 <br />163 73 <br />VPC S. 202+43 <br />Z <br />196381 <br />REMOVE AND REPLACE 2 S.Y. <br />OF 5' CONCRETE SIDEWAU <br />1063 abg <br />24 78 <br />ADJUST SANITARY SEWER MANHOLE TONGRADE <br />LL <br />55�4 <br />3N5 <br />EXISTING RIM EL. 1863.72 <br />PROPOSED RIM EL. 1883.80 <br />. <br />19639 <br />106]86 <br />lab}9 <br />1863 87 <br />gu y NO <br />001 k' 8 <br />Mg' <br />.�� <br />REMOVE AND REPLACE 24 LE Of <br />30 CURB AND GUTTER SECTION <br />-4 <br />i i § <br />WT ELS 1'3.83 - - _ - ' _ -..-- <br />MATCHLINE STA. 203+5C <br />§ o SEE SHEET 17 <br />I <br />a <br />/! <br />} 1 t II <br />E 1=4'= <br />ROADWAY PLAN AND PROFILE <br />STA 198+00 TO STA. 203+50 <br />w <br />DAA6 <br />Srw6aa6 5804 <br />_ ", ., <br />' <br />o <br />Ero1M.n.9 - FMem <br />201 East 2nd Street <br />cNw .04 NE maw <br />I sso n <br />. CDA NCA -06l8 <br />TEL 266.384.6160 ww.olwon.8Y6 <br />CUSTER AVENUE REHABILITATION PHASE 4L'� <br />WEST STATE ST. TO CAPITAL AVE. <br />GRAND ISLAND. NE 12023 <br />REVISIONS <br />