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202403156 <br />DWG 1:\2019\3001-1000\019-3583\40-dn.9(\AWd;AD\RPd pm.\\SNR4tt\CNCV\P114N 3 (1301 5l 19 Fa4pl Sl)\PN96A 4\CJiPP_193563351.E.9 USER: n»,Fa, <br />*43L 0Rl 11. 2023 2:5090* 06640 C.�BASE 193583 C 9900_0193553 V1[T0P0 LOP P211193083 P-16131_193563.pS3 V X1WO LDP P3_0193583 CJ8ASE_0193563S3 P_1BLX_1935634P54 <br />MATCHLINE STA. 192+50 <br />SEE SHEET 14 <br />0*00 1 5119 0RADE, AT 1(51ERLnE <br />1010%XX CPOSEO GRADE AT CENTERLINE <br />18943 <br />884.19 <br />IB64.1 <br />186403 <br />188863.93,.0 <br />3 <br />18639 <br />1863.86 <br />g 186,1 <br />8, 1863.10 <br />1883l <br />70 <br />STA. 194+38 <br />EXISTING 24' 5501* <br />SEWER <br />iL EL - 185613 <br />18636 (FIELD VERIFY DEP114) <br />1863.65 <br />STA 194+64 <br />EXISTING 15" STORM <br />SEWER <br />:9861 FL EL -1636.61 <br />1863.84 (FIELD VERIFY DEP150 <br />18651 <br />186361 <br />18686,1.143 9 <br />1863.6639 <br />82 <br />IB64 0 <br />1863.90 <br />8 <br />1861861.0 <br />Z 396 <br />1864.1 <br />1864.1 <br />186411 <br />1'40,0 <br />.0 <br />18639 <br />8639 <br />8.63 <br />1863 >I <br />RECONSTRUCT INLET 111ROAT <br />REMOVE AND REPLACE 11 LF <br />30' CURB AND GUTTER SECT <br />STALL INLET 58010+TON <br />STA 196+31 <br />ADJUST VALVE BOX TO GRADE <br />EXISTING RIMEL 1663.58 <br />PROPOSED RIM EL- 1863.58 <br />STA. 192+50 TO STA 198+00 <br />REMO6 2445 5Y OF PAVEMENT <br />3M a31sn3 <br />CD DS O <br />7 N <br />071 <br />O) j z <br />a CD <br />CD <br />13) <br />N <br />REM 01£ ANO REPLACE 6 LF OF <br />30" CURB AND CUTTER SECTION <br />REMOVE AND REPLACE 64 LF 0< <br />30" CURB AND GUTTER mama <br />LOW POINT IN CURB LINE. CORRECT 16TH <br />,I- <br />ROAN& ANO REPLACEMENT OF CURB AND <br />GUTTER <br />CUTTER SECTION. <br />A. 94+35 <br />ADJUST STORM SEWER MANHOLE TO GRADE <br />FASTING RIM EL - 1863.52 <br />PROP05ED RIM EL. 1863.40 <br />STALL IN1ST PRO1E011 <br />RECONSTRUCT INLET 1HR0AT <br />STA. 194+69 <br />ADJUST STORM SEWER MANHOLE TO GRADE <br />EXISTING RIM EL 1663.21 <br />PROPOSED RIM EL. 1863.15 <br />REMOVE AND REPLACE 38 LE 0+ <br />30" CURB AND GUTTER SECTION <br />REMOVE AND REFUGE 1 SY <br />COICRETE SIDEWALK <br />STA 192+50 TO STA. 198+00 <br />INSTALL 2445 5Y OF 7' <br />OOWELED CONCRETE PAVEMENT <br />MATCHLINE STA. 198+041 <br />SEE SHEET 16 <br />REMOVE AN0 REPLACE 13 LE OF <br />30" CURB AND GUTTER SECTOR <br />REMOVE AND REPLACE 21 LF 01 <br />30" CURB AND GUTTER SECTION <br />REMOVE AND REPLACE 8 S <br />CONCRETE SIDEWALK <br />REuOVC AND REPLACE 17 15 <br />30 CURB AND GUTTER SECTIO <br />REL0W AND REPLACE 12 1F <br />30" CURB AND CUTTER SECT <br />TOP OF (65190 42" STORM SEWER <br />APPROMMATELY 18" BELOW TOP OF <br />PAKJIENT. EXISTING STORM SENER PIPE TO <br />BE PROTECTED DURING PAVEMENT REMOVAL, <br />OVEREXCAVATIOI, AND RECWPACTIOR <br />3 <br />ROADWAY PLAN AND PROFILE <br />STA. 192+50 TO STA. 198+00 <br />DA <br />11.910l4o99olnw <br />CUSTER AVENUE REHABILITATION PHASE 4 <br />WEST STATE ST. TO CAPITAL AVE. <br />GRAND ISLAND, NE <br />2023 <br />EVISION8 <br />Olsson <br />EIp1WMn9 -N6trtl6 CDA MCA -0836 <br />201 EW.L 2rld 9089t <br />Grad Wand, NE 66801 TEL 306.364.6750 Ww0A19o5.09m <br />