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CONSTRUCTION NOTES <br /> 1 ALL WORK SHALL BE DONE IN ACCORDANCE W.THE COUNTY <br /> ROW SO ROW Row OF HAWAII DEPARTMENT OF PUBLIC WORKS-STANDARD DETAILS <br /> ii'.nnE E '1 FOR PUBLIC WORKS CONSTR <br /> —2 I --.—_ SHOULDER , <br /> CONSTRUCT.,DATED SEPTEMBER 19.,STATE OF HAWAII <br /> E L <br /> D PUBLIC <br /> E ,-E PL N .° o w NS xS R R x O. R F <br /> THE <br /> DRAINAGE SYSTEM AS SUCH CHANGES ARE FOUND TO BE <br /> FOR <br /> OLATIONS w �� <br /> RE <br /> I f . — D TB SHALL B.U N ED R E S <br /> a LICENSED SURVEYORS SHALL SUBMIT A LETTER TO THE <br /> STAKEOUT N °. L WON SHOULDER MONUMENT AND NSTA LATIO IS CDRRELT,P ( FOR SDOT,RENGN REDONS,UD„ON FOR DETAIL <br /> pve) DETAIL SEE SHT,S Is NE_T <br /> 80 FT ROW TYPICAL SECTION (STATE R.O.W.1 PITS OR ON SITE BORROW,SO NAT A DETERMINATON CAN BE <br /> MAMMAL To BE <br /> INCORPORATED INTO THE ROAD CONSTRUCT. <br /> SHALL 'eY <br /> THE ENGINEER NC BRESPP L OR ALL EXPENSES <br /> INCURRED IN coxo NESE TESTS <br /> E AD.awxc ik"»;o N SNALL VERIFY NE LOCATION OF ALL <br /> _in ARO TRAVEL Y <br /> THEY ME <br /> AND B E <br /> I UNLESS O TMEEsAAPw LaTT ACAR O- �qm REx ro R R._sON WD, RS N�AE SAME IN THE E <br /> NT^P <br /> DAMAGES DU <br /> E <br /> 7C H <br /> IS CONSTRUCTOR <br /> `ese` �r��ALL COORDINATE HIS <br /> U <br /> R <br /> COAT PRIOR <br /> Row ,o ROW ROW TO PANG DIRECTED E H; aE oc, UTILITY <br /> � : VI I B THE CONTRACTOR SNAOFRONDE D INSTALL <br /> "R„WO, LANE -- o 1,A�NE D D R CONTROL DEOCE IN CN TM ON TR DEVICES oR <br /> I EXISTING A C. <br /> ” ®IHplp T1N - HcwY AND To THE SATISFACTION OF THE ENGINEER <br /> R° <br /> w,THIN THE ENTIRE GRADED ROADWAY RICHT-OF-WAY <br /> BBG A�L E T., ;Cs Or ASPHALT CONCRETE MAX NO,N <br /> pq RE.w,L IS GREATER <br /> Or.0.AS�NALT CONCRETE BABE ENLARGED FOR E. ACK <br /> NE APPROPRIATE AND <br /> AGENCY STANDARDS R D <br /> IN NOTE, <br /> COURSE <br /> - v COVER FULL WIDTH PAVED SHOE DER RFQQNSTRUCT)ON DFTAII <br /> DETAIL SEF sHT.„ ,RENCN ,' (STATEA R.O.W.) <br /> 30 FT ROW TYPICAL SECTION <br /> ° 1 <br /> - 0 ND <br /> z o. Ro To <br /> RASING <br /> MATCH EXISPNG SLOPE <br /> ---- 111111111MNIIIIIIMIINIII <br /> ROW ROW <br /> ap ROW <br /> O L,wE i sH <br /> L a MAX RTES =70.0 reR�s rw °U ,o NAX iESJ WHICHEVER IS GREATER EXISTING <br /> PAVEMENT STRUCNRE. <br /> MIX 3 IA ME AN ST PAVEME L 0"GLAESPHAE.CONCRETE BASE <br /> s r ORAVEL x P^p LOCATION NOT A E R 0 W) ::L x �. a„ I _ <br /> COURSE (.P FULL WIDTH TRAVEL LANE RFCQILSTBIL(',1ION OFTAII _ Nw <br /> I BASE - <br /> (STATE R O W <br /> �� - ///��\ DEPARTMENT OF WATER SUPPLY <br /> X.-.S4 NOTE COUNTY OF HAWAII <br /> ,,.P, E FOR TRENCH , NEVER THE EXSxxG PA,�D SHOULDER AN dm ,RARELityl A 1 _ <br /> p; DETAIL SEE sNT.,s O/ORET°RA°RVCL uERS(s)NMI.,BE RECONSTRUCTED PER THE ABOVE DETAIL. R RtMCT: NONA OCEAN NEW PROPERTIES <br /> 2 MAKE 12"CUT BACK NYOND THE EDGE OF TRAVEL NE(Wmo UNE)AND/DR _- - WATER SYSTEM IMPROVEMENTS 3 <br /> 40 FT ROW TYPICAL SECTION CONSTRUCTION AREA.PE•"H�GTHE 1000 STRIPE YELLOW <br /> on ENDS OF,HE r�__ _ 6 <br /> ALL A !S2£'CUw__:_ TYPICAL SECTIONS AND NOTES eC <br /> JOB N0. 2006-934 a1 7n <br />