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CD <br />h7 <br />W <br />(CD <br />C, <br />C`J <br />CD <br />CN <br />GENERAL NOTES: <br />AL WORK 91ALL BE IN ACCORDANCE WTH THE CITY O GRAND ISMS <br />STANDARD SPEOFICARONS AND STANDARD DRAWINGS. <br />2 THE LOCATION OF ALL AERIAL AND UNDERGROUND UTWtt FAOUTIES MAY NOT <br />BE INDICATED ON THESE PLANS UNDERGROUND UM111E5. WEARER INDICATED <br />OW NOT WLL BE LOCATED AND RAGGED BY THE UTPJIIES AT DIE REQUEST Cf <br />THE CONTRACTOR. NO EXCAVATION TOLL BE PERMITTED IN THE AREA O <br />UNDERGROUND UTIUIY FADU TIES UNTIL ALL 9201 FAO*T1E5 HAYS BEEN <br />LOCATED ANO IDENTIFIED TO THE SATISFACTION O ALL PANTIES. THE <br />EXCAVATIONS MUST BE ACCOUPLI91ED NTH EXTREME CARE IN ORDER TO AVOID <br />ANY POS51BIL1TY OF DAMAGE TO TIE UTILITY FACILITY. THE CONTRACTOR STALL <br />BE RESPONSIBLE FOR ALL DAMAGES. <br />]. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNEA MONUMENTS OR <br />E-E5TAfl191 THEM P THEY ARE DISTURBED DURING CONSTRUCTION. <br />A. THE CONTRACTOR SHALL OBTAIN AND PAY THE COST O ALL REDDRED PERMITS <br />AO FEES <br />5. T11E 044ER SHALL BE MSPONSBLE FOR DENSITY TESTING AND ONE STING <br />1RP TO ESTABLISH GRADES FOR CONTRACTOR TO WORT( OF OF. <br />6. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA O EXISTING <br />MANHOLES POWER POLES AND EXISTING UTILITIES AND SHALL BE RESPONSIBLE <br />FOR DAMAGES. <br />1. GENERAL FILL AN) BACKFILL SHALL BE COMPACTED TO A MINIMUM O 9B5 O <br />THE STAN0M0 PROCTOR MAXIMUM OM' DENSITY UNDER PAW) AREAS. <br />B. TRAFFIC CONTROL SHALL BE THE RESPONSINU TY G THE CONTRACTOR AND <br />CONSDEED SUB9OMY. <br />9. SEE GRAPY) ISLAND STANDARD PIAN 102 FOR PAVEMENT JOINT DETAILS <br />10. CONSTRUC TON STRONG SHALL BE COMPLETED BY THE ENGINEER. <br />11. STORM SEVER PIPING GAN BE EITHER PVC 5DR 35 OR ADS MP STORM. <br />12. THE STORM SEWER TRENCH SHALL BE BACKFIRED. MECHANICALLY TAMPED AND <br />TESTED. TRENCHES SHALL BE COMPACTED TO A MINIMUM O INS O THE <br />STANDARD PROCTOR MAGNUM DRY DENSITY FOR PAVED MEAS AND 1128 FOR <br />NRF MEAS. <br />15. PRIOR TO MOVING OF SITE ME CONTRACTOR SIAL NOTIFY THE ENGINEER IN <br />MTNG REQUESTING A FINK WALK-THROUGH O THE PROECT. <br />TABLE OF APPROXIMATE QUANTITIES <br />I REM <br />UNIT <br />QTY. <br />MOBIEWEION <br />LS <br />1 <br />EARTHWORK <br />DEMOLITION <br />L5. <br />1 <br />REMOVE PAVEMENT <br />SIT <br />,2 21-' <br />REMOVE SIDEWALK <br />SY. <br />r !i <br />BUILD 6" P.C. CONCRETE PAVEMENT <br />S.Y. <br />r 2322 <br />BuILD5" P.C. SIDEWALK PAVEMENT <br />SIC <br />!S - <br />ADA DETECTABLE WARNING PANEL <br />S.F. <br />r 16 <br />STRIPING <br />L5.1 <br />IA <br />BUILD GANNET DRAW <br />LF. <br />A 49- <br />RECGN5IWUCTGRATE INLET <br />EA <br />+>, <br />ADJUST STORM MANHOLE TO GRADE AS NECESSARY <br />EA. <br />2 <br />ADJUST SANITARY MANHOLE 10 GRASS <br />EA <br />1 <br />ADJUST WATER VALVE TO GRADE <br />G <br />1 <br />B' STORM PPE TAP <br />G <br />2 <br />INMTAN 12. NYLOPOsr ORAN 505IM <br />EA <br />2 <br />INSTALL 6" 5410PIA51 DRAIN MANN <br />DL <br />2 <br />INSTALL P STORM PPE <br />I3. <br />199 <br />EXISTING BUILDING <br />PROPOSED 6' CONCRETE PAVEMENT <br />DEFTER 130A CATCN BASIN INLET <br />CRATE IF FRAME <br />STRUCTU <br />24' ROUND <br />RECONSTRUCT GRATE INLET <br />NOT TO RULE <br />GROUND SURFACE <br />UN0M51URBED <br />EARTH <br />EC$00( P.C. <br />CONRYNETE SOEWNIt <br />PROPOSED 6' P.C. CONCRETE PAAMENT <br />GRANULAR <br />BACKFILL <br />12 NM.OPLAST OMNI USN <br />WXWEDES1MAN ORME <br />12 DRAIN BASIN PAVING INSERTION <br />NCE TO SCA -E <br />NOTES <br />1. QUIET PPE CO*EC1gN5 <br />STALL CONSIST O WYE <br />FITTING, SID BEND. <br />CONNECTION TO CHANNEL <br />DRAW 6/CLUDING <br />FITTINGS/AD0TERS). ALL <br />MOWING AND CONCRETE <br />REQUIRED TO CONSTRUCT <br />BASK AND PIPE <br />NECESSARY TO MALE ALL <br />GONNECTIDNs <br />2. CONTRACTOR SHALL INSTALL <br />90' END IN PLACE OF WYE <br />FITTING AT END O RUN. <br />SUBSIDIARY <br />3. CONTRACTOR MAY SUB PVC <br />FOR HOPE <br />AMP <br />xeses <br />TRENCH BACKFILL <br />NOT TO SCALE <br />CUT DOW EXISTN0 <br />STRUCTURE AS NEEDED <br />SUITABLE BACKFILL <br />COMPACTED TO MEYNUM 983 <br />OF MAXIMUM DRY DENSITY. <br />SPRING LINE <br />O PIPE <br />NOTE: <br />STRUCTURAL BACKHLL, <br />PIPE BEDDING AND <br />HAUNCH AREA SHALL BE <br />CONSIDERED SUBSOARY <br />TO PIPE. NATIVE SAND <br />MAY BE DEO AS <br />GRANULAR BACKFILL <br />N0. 5 SMOOTH ODMLS 18" Laic <br />31 0.C. TO BE DRILLED AND <br />CRQUTED INTO EASING SLAB <br />mII <br />3/16' <br />Flu TOin SEALANt <br />EXISTING SM <br />SLAB <br />NEW PAVEMENT TO FXISTING <br />PAVFMFNT CONNECTION <br />NOT TO Tr -ALE <br />TYPICAL CONTRACTION JOINT <br />NOT TO SCALE <br />1" PREFORMED <br />CONCRETE E1PAL90N <br />PAVEMENT ANT <br />FILL MITT SEALANT PRavosEO <br />ExP�ANSKIN PAVEMENT <br />3/1" 521001)4 DOWEL <br />18' LONG 0 12' 0.0. <br />GREASE THIS HALE <br />DOWELED EXPANSION JOINT <br />NOTE: NOT TO SCALE <br />EXPANSION CAP NOT NEEDED WHEN <br />DRILLING 00NEL INTO SLAB. LEAVE 1' <br />SPACE BETWEEN DOWEL AND END OF <br />HOLE WEN DRILLING <br />1/2'R <br />1' PREFORMED EYPANSON ANT <br />SEA W/ MAY URETHANE SEALANT <br />P.C. PAVEMENT CONCRETE <br />0 40 X 12' "1" BAR • OO' 0.C. <br />CONOETE WALK <br />RUNNING Ill <br />LENGTH <br />DTE: <br />CONCRETE REINFORCEMENT IS <br />SUBSIDON <br />O 4TO INSTALLATION <br />N" P. 0 C. CONCRETE SIDEWALK <br />SIDEWALK CURB <br />NOT TO SCALE <br />TURNED (MIN <br />14' SIDEWALK DOWNSPOUT CONNECTION <br />NOT TO RCALE <br />CHANNEL DRAIN <br />NOT TO SCALE <br />0 <br />4 <br />1 <br />°s <br />cn <br />Z <br />O <br />10 <br />YMCA PARKING LOT IMPROVEMENTS <br />GRAND ISLAND, NE <br />sow ft _DA <br />mm,my <br />6.04 <br />TNTAT ___40311922 <br />ONEAN <br />r '2192 <br />SHEET <br />2 of 8 <br />