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202403156 <br />WG: F:\2019\3501-4000\019-3583\a0-dxig+\AMt"CAD\find PIORF\S6mt4\GNCV\P60.. 3 1316 5I 1° <br />Forret St)\Pt1 n a\C_RPP_I93583.PS4. drg U ER: +J.nam <br />ATE' Oct 11 2023 2'SOpm %REFS C 696+5 10155.1 C3ROF 0191581 V_X LOP P2.0193583 P_1BU(-193583 PS3 v4+060 LOP P3-0193583 C9BASE_0193583 83 _ P_18LK_193553P54 <br />1 o <br />MATCHLINE STA. 187+0( <br />SEE SHEET 13 <br />•- <br />0 <br />o <br />N <br />EXISTING GRADE AT CENTERLINE <br />PROPOSED GRADE AT CENTER5NE I <br />866.1 <br />1666.16 <br />6659 <br />a <br />_ <br />r,l of <br />i4.t <br />T2 <br />1866.02 <br />RE40VE AND REPLACE 17 ST 00 5' <br />CONCRETE SIDEWAL% <br />1865.88 I W <br />AS 188665.73 <br />25 <br />-o <br />STA. 187+00 i0 STA 192+50 <br />- <br />REMOVE 2656 ST D< PAVEMENT <br />REMOVE AND REPLACE 2 LE OF <br />JO" CURB AND GUTTER SECTM <br />IB6S6 <br />186559 <br />STA. 167+00 TO 56A. <br />50 <br />• <br />INSTALL OF <br />INSTALL CONCRETE 8 8 <br />DOWELED CONCRETE PAVEMENT <br />7' <br />7 <br />18653 <br />40x50 <br />18 665.4654 4 <br />1IwS.37 <br />25 II <br />m <br />lees.30 I <br />18651 <br />t8B5.2a <br />I <br />O <br />c <br />1 <br />m <br />m <br />o <br />_ <br />Bore in New <br />Gas Main <br />Behind Sidewalk <br />REMOVE AND REPLACE J ST OF 5" <br />CONCRETE SIDEWAL% <br />REMOVE AND REPLACE 8 Lf OF <br />JO" LURE AND LUTIER SELnOn <br />REMOVE AND REPLACE 8 LF <br />30" CURB AND GUTTER SECTOR <br />OF <br />RECONSTRUCT INLET THROAT <br />16651 <br />865.1) RECONSTRUCT INLET THROAT <br />INSTALL INLET PROTECT 11 <br />CES=11 <br />STA. 190+06 <br />ADJUST STORM SEWER MANHOLE TO GRADE <br />EXISTING RIM EL. - 1864.69 <br />PROPOSED RIM EL- 1864.69 <br />+ CONSTRUCT ADA RAMP, <br />18657 I •+G• SEE SHEET t6 FOR DETAILS <br />hi, <br />e <br />- <br />o <br />1865.11 TA. 190+04 L_ I. `• <br />CONSTRUCT ADA RAMP. <br />SEE SHEET 18 FOR DETAILS <br />n,,'“5:+,(.....(0. <br />E%ISnNG IS" STORK SEWER <br />I <br />O <br />FL EL. w 1859.29 <br />(FIELD VERIFY DEM)) <br />186503 <br />GRAND ISLAND SENIOR <br />16650 HIGH ENTRANCE <br />186494 <br />66. e6 <br />F <br />�-I INSTALL INLET PROTECTION]78653 <br />' <br />/ <br />COLLEGE ST. <br />1l8864.9 <br />NSTALL IHal' PROIECnON� <br />1 <br />_ CONSTRUCT ADA RAMP. J <br />MI 1861, SEE SHEET 18 FOR DETAILS <br />8646 <br />_ <br />1.- <br />I <br />TOP OF EXISTING 42' STORM SEWER <br />APPROXIMATELY 23. BELOW TOP OF <br />PAVEMENT EXISTING STORY SEWER PIPE TO <br />BE PROTECTED WRING PAVEMENT REMOVAL <br />OVERE%CAVA0ON, AND RECOMPAC1ON <br />STA. 190+81 <br />ADAJST VALVE BOX TO GRADE <br />EXISTING RIM EL - 186455 <br />PROPOSED RIM EL. 1884.52 <br />164479 <br />1864.8 <br />STA. 190+84 <br />ADJUST VALVE BOX TO GRADE <br />EXISTING RIR EL L 1964.31 <br />PROPOSED RIM ELS 1884.51 <br />\� <br />REMOVE AND REPLACE 58 LF OF <br />30" axe ANO GUTTER SECTION <br />1166486461.6 <br />1864.3 <br />1864.53 <br />--- <br />_---- 40' <br />' ROW <br />80' <br />186iuv <br />85 0 <br />1865.36844 <br />18 <br />__.+ <br />♦S <br />1) <br />MATCHLINE <br />SEE SHEET <br />73. 14 <br />STA. 192+50 <br />15 <br />� <br />FIELD <br />FIELD <br />W 6" GAS MAIN, <br />lG 5' DEPTH <br />REMOVE AND REPLACE to 15 Q< <br />30" CURB AND GUTTER SECTON <br />I <br />SHEET <br />14 of 29 <br />3} <br />1111 <br />a 4tp+ <br />[E <br />ROADWAY PLAN AND PROFILE <br />STA 187+00 TO STA. 192+50 <br />OA Tfi <br />*Eva 1I9.9ISGwPIMN <br />_ •, <br />'ci. <br />..... <br />Olsson <br />EryrIVR• N.v.w CoA SCA -0535 <br />o M 10d s6661 <br />201 Eat 2nd SNE treet <br />TEL 308.301.0150 wWWnllmn.mm <br />CUSTER AVENUE REHABILITATION PHASE 4 <br />WEST STATE ST. TO CAPITAL AVE. <br />GRAND ISLAND, NE 1 2023 <br />REVISIONS <br />