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ODIODS DM17715 7,45 SECTS. <br />12 <br />PODOVE SONDEM FUME <br />3.151DDIA PPE <br />CODDET5 PUDE <br />',NIT TEE <br />44. <br />SCNECT 10 5.1110 SPAS 51111701/17 <br />WSW, 70 DAD. ROD ODDS <br />RA <br />10 <br />11110511011011,10 0111171101 <br />TABLE OF APPROXIAUTE QUANTITIES <br />MnwRATKNARIONRATgN <br />117153511311575411510411011. <br />117510513111151/11 <br />1511.35,110101571 WIN DNB <br />111111174 DONN DS <br />1511/0,1 YARD, PDF <br />115•10115/10 MDT R.. <br />1111.1015 11117755TE <br />RE MLLE rav <br />11111011 0/1111116 111/1711115EWER 1.11111101.5 <br />1. MOOD ODD <br />1111.1511171 <br />LY DOW DM <br />DOD/ MD <br />1•15031D 511511.115 ODDS <br />11C DAN PR <br />20 RE MC DORM 1117 <br />ITS <br />30. 5V1400 Alf <br />10.1171.57011151,15, <br />36. DOW PIPE <br />571 <br />11,57011151 <br />155 <br />011111115111 <br />ADA /51E1 <br />.1111101011 <br />5015711577 <br />1055115 OSMOND 70 <br />175 <br />7•57 011,005717 0011ALL <br />DDT 031511577101111511 <br />1131 <br />75511111 71111507 <br />511111,51111.11 01.11101.17 <br />11552 <br />WV' COVIOVTE PAWNOR <br />urn <br />SINN List Table <br />Slrt TNM <br />COVER SHEET <br />ENT& AND VERTICAL CONTROL <br />3 <br />1 <br />S <br />6 <br />10 <br />GRADING RAN <br />EROSION C011N0. PLAN <br />OR MMG RAN <br />GRADING PLN! <br />GRADING PLAN <br />SPOT DEVAIKN PLAN <br />SPOTS <br />SPOTS <br />1 <br />12 <br />13 <br />1 <br />15 <br />16 <br />1) <br />SPOT TABLE <br />TRACK AND FELD PROFILE <br />FORE PNM RD STORM RAN <br />FONINER PNM RD STORM FLAN <br />SANITARY PLAN <br />IRNTIC COI TRO RAN <br />TRNTI0 CON TRO RAN <br />10 <br />DE1AL5 <br />19 <br />OVALS <br />A <br />DISTALS <br />21 <br />OETALS <br />W-1 <br />CATCH STOW PLAN • PROLE <br />2 <br />DITCH 510RM PLAN & PROFILE <br />3 <br />NMI 5TORM PLAN • PROFRE <br />1 WEST 0001 5T01M PLA <br />5 1EE511TDH 00901 CONTROL PIAN <br />0 MST DIIOH MA09E PLAN <br />GENERAL NOTES: <br />NEBRASKA STATE FAIR EXHIBR "A'_ 2°24/3/28 <br />INFRASTRUCTURE IMPROVEMENTS • <br />GRAND ISLAND, NEBRASKA <br />1. ALL NRK SHALL BE IN ACCORDANCE WITH THE CITY OF GRAND ISLAND STANDARD <br />SPECFICATOMS AND 51420)10 ORATING& <br />2. THE LOCATOR OF ALL AERIAL. AND UNDERGRDIRND UTILITY FACILITES MAY NOT BE <br />NOG1ED 01 THESE PLANS. UNDERGROUND UTNRES. METIER INDICATED CR NOT NU- BE <br />LOCATED AND RAC® BY RHE 011.41105 AT RIE REOUE5T OF THE C011RACT0L N0 <br />EXCAVATOR MI BE PERMITTED N THE AREA Cr UNDEROIWNO UTILITY FACILITES U11111 <br />ALL 9101 FACILITIES HAVE KILN LOCATED AND IOF2111FE0 10 THE SATISFACTION OF ALL <br />PARTIES DE EXCAVATION MUST BE ACCO PUS HED NTH EXTREME CARE N ORDER TO <br />AVOID ANY POSSEUTY O DAMAGE 10 THE UTI1TY FACULT, TE CONTRACTOR MALI BE <br />IESPOMBIE FOR ALL DAMAGES. <br />1 CONIRACER SHALL PRESERVE ALL PROPERTY CORNER 1106.1110115 O RE-ESTABLISH <br />1101 F THEY NE DISTURBED DURING ONSIRU 110N1. <br />4. 11E CONTRACTOR SHALL OBTAIN AND PAY THE COST OF ALL WOWED PEa015 AND FEES <br />5. 020 CO4TRMi0R SHALL USE EXTREME CAUTION N DHE AREA OF E951I40 MAa1GE5, <br />POKER PORES MD ERSTE UTILITIES. AND 91AU- E RESPONSIBLE FOR DAMAGES. <br />6. 91B02ADE SHALL E COMPACTED 10 NN OF MAXIMUM DRY OM15ITT ODER PAVING <br />7. CON1RACTC R SHALL BE RESPONSIBLE FOR TRACE CON1R0.. TRAFFIC CONTROL PLAN <br />SMALL RE IN ACCORDANCE EDI DE MOST CURRENT EDITOR OF THE MANUAL UNIFORM <br />TRAFFIC CONTROL DEUCES (MUTCD). <br />• THE TRENCHES ,HALL BE RAMS= MECHANICALLY TAPED IND 1ESTE0. DINER 15 <br />IE9'd9DE FOR ALL COSTS OF TESTING. SEE DRANO ISLAND STANDARD 5PECF1DA1ION5 <br />FOR =FACTION !COMMENTS <br />9. SAW CUTTING PAVEENT FOR REMOVAL SHALL BE SUBSIDIARY. <br />10. POOR 1O MOVING 0T 91E THE CONTRACTOR SHALL TONY TE ENGINEER ARD ODER N <br />111611110 REQUESTING A FINAL WALK -1)00.01 OF THE PROJECT. <br />11. CONTRACTOR 10 PROTECT WATER SERVICE VALVE was a SANITARY SEANCE T -POST <br />MARKERS <br />12. THE 02ER/ENONEER SHALL BE RESPONSIBLE FOR COMM AND DENSITY TESTING <br />RECLINED BY 1120 CITY Cr GRAND ISLAND SPECIFICATIONS <br />11 MM JOINT SPACE SINAI. BE 12. <br />14. CONSTRUCTER O ALL EPOS NCUDNG DOTES AND 1E BARS SHALL BE E0190ERED <br />SUBSIDIARY TO CONCRETE PAVECR. <br />15. 110 ENNEER SHALL DEVELOP TIE STERN WATER POLLUTER P1EV011101 PLAN NO THE <br />C011BAC101 SHALE. BE RE50ON0RE FOR 415 NREL01TA1NN. DOCUMENTA11O1 AND <br />N9PEC1I01. <br />10. CNSTRUCTON STAKING SHALL E COMPLETED BY DIE ENDREER. <br />17. CONTRACTOR RESP015KE FOR OBTAINING ALL PERRTS TO CONK M P0KK R.O.W. <br />10. ADA 0.00 RAMP 91ALL E STEWART TO SIDEWAUC. <br />19. ANY PAELS THAT CONTAIN RANDOM CRAPE; RILL E 104 0 0 INAC(EPTABLE. TIE <br />ET0CR WILL ECCE EVER 10 REPLACE CO REPAIR THE PAR. THE CONTRACTOR <br />SHALL REPLACE OR REAR THESE PACS AT 11E DIRECTOR 0 RHE ENCORE AT N0 <br />COST TO TE OWER. A 206 DEDUCTON RILL E ASSESSED CN A REPINED PANE. MY <br />PANEL THAT I5 REFLATE° 01. TOTE ASSESSED A 2014 01010101. <br />26 11E ROADWAY PAU5EN1 91ALL NAVE A BI6AP DRAG *091. DRAEWAY AND 9DEWAUK <br />PAVEMENT 91.111 HAVE A LIGHT BROOM FM9H. <br />21. ALL PAV00T NOUONF ROADWAYS. DRIVEWAYS. TRAILS AND SIDEWALKS SHALL E TOOT <br />CONCRETE CLASS 4141-5500 U1B12N0 IP CESRIT N ACCORDANCE Wm RUE 2017 <br />STANDARD SPEOF5 0110N5 FOR MWWAY CONSTRUCTION. <br />22111E GROUND WATER ELEVATION M 0 MAY SRH, 2023 WAS 165103 REMIXED AT FEU- <br />20 <br />ELL20 LOCATED NORTHEST O RHE NTOR5ETTO1 0 BOOM ROM ANI 51VHR ROAD. TE <br />PROEM ECCE INCH ELEVATOR 5 1135.941 AT 1115 LOCATION 01 JUN0 9T1. 2000. <br />2023 <br />23. CONTRACTOR SHALL RACE 1' 51EEL PLATES ACROSS <br />TIE TUNE TRACK AT ALL AREAS ERRE 9060LAA <br />1RA2T1C MLI. TRAVEL CONTRACTOR 10 MAINTAIN THE <br />PLATES TO E WARE 11E ENTIRE TRAM 5 COWERED <br />DURING TE ORATION OF CONSTRUCTOR ACIDITIES <br />24. T0PORARY FENCE SIAL E F TAU. 01AN LINK H1H <br />POSTS WALLED AT MAMMA O IC. P0515 9OAD <br />E BUTE) AT A MEM. O Y DEPTH. OWN MEN <br />FENCE SHALL E CON51RUC1FD N A EASIER 10 <br />PREVENT ENTRY ONTO FONNFR PMN CAKPUS EYED <br />11E AREA ENG CONSTRUCTED. THIS FENCE NU- NEED <br />TO E N PLACE PRIOR 10 FEBRUARY 2024 F WON <br />WALL NOTE COMPLETED BY THAT 111E. <br />GRAD RAND. NEBRASKA <br />25. CONTRACTOR MAY USE EIDER GRAVEL 9NFA010 OR <br />CRU92ED COCRETE FOR ME AGGREGATE ARE/CMG. <br />THE GRADATION Cr TE GRAVEL SURFACING GE <br />CRUSHED COERCE SNAIL FOLLOW 100T <br />SPEDFICATOIS (TABLE 101106 AND TAKE 105110). <br />26. NO CONCRETE 91AL1 E WED FMIE THE AR <br />TEMPERATURE 5 AT OR BELOW 40 EGRESS <br />FMRENHUT. EXCEPT MEN SPECIFICALLY PERMITTED BY <br />iH1E ENONEER. F ALLOWED. 00NTRACT0R 5 10 RALOV <br />THE CITY OF GRAD ISLAND CGU CONCRETE <br />PLACERIT SPECIFICATIONS FOUND IN CM9O1 I - <br />POILAND CEMENT CONCRETE PAVEMENT SECTION 1101. <br />ol. <br />IN <br />0 <br />LEGEND <br />STORM SEWER PIPE LE CAS METER <br />SANITARY SEWER NAN FE ELECTRIC METE <br />GAS MAIN CE 1EL0HONE PEDESTAL <br />WATER MAN E 1EIRPHOE RIR <br />UNDERGROUND CALLS TV ■ TRANSFORMER <br />OVERHEAD POWER • STOW SEWER CRATE NLET <br />OHANLNN FENCE • STEEL BOLLARD <br />POKER POLE v 9d <br />UGH POE • SECTION CORNER <br />POET POE/UGHT POE ♦ CONTROL PONr <br />COY TIRE ¢ BUSH <br />FIRE HYDRANT TREE <br />WA1ERVALVALVE <br />SANITARY SEWER MANHOLE <br />STOW SEVER TANHOE <br />SITECT51.5 W.11116 DAR <br />11170/111031/1011151101011 <br />1141‘10111.55•1504 70 515704 03511116 <br />11105/109510M 071.110111,11111011 <br />..Aer mason now. <br />At <br />re <br />as <br />5 <br />N <br />0 <br />00 <br />4444. <br />.._0 <br />CDR. OF <br />SHEET <br />1 of 21 <br />