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HomeMy WebLinkAboutRES 098 Draft 01 2012-2014 6 J�tY OF N��'',• COUNTY OF HAWAII -- _ STATE OF HAWAII RESOLUTION NO. 98 13 A RESOLUTION ACKNOWLEDGING RECEIPT OF A CORRECTED MAP, PRELIMINARY ASSESSMENT ROLL, DESCRIPTION OF ASSESSMENT UNITS TO BE ASSESSED AND CONSTRUCTION CONTRACT BID OF THE LOWEST RESPONSIBLE AND RELIABLE BIDDER FOR A WATER SYSTEM IMPROVEMENT DISTRICT FOR THE KONA OCEAN VIEW PROPERTIES SUBDIVISION, AND SETTING THE DATE, TIME, AND PLACE OF A PUBLIC HEARING TO BE HELD CONCERNING SUCH ITEMS PURSUANT TO SECTION 12-27, HAWAII COUNTY CODE 1983 (2005 EDITION, AS AMENDED). WHEREAS, pursuant to Sections 12-17 and 12-18, Hawai`i County Code 1983 (2005 Edition, as amended), and Resolution No. 99-11 adopted pursuant to such Sections on August 3, 2011, the Hawai`i County Council (the "Council") determined to create, define and establish a Water System Improvement District (the "Improvement District") for the purpose of funding certain special improvements consisting of a public water system to serve the Kona Ocean View Properties Subdivision (the"Special Improvements"); and WHEREAS, Resolution No. 301-12 was adopted on September 19, 2012, to approve and adopt a corrected map of the special improvements to be constructed or improved, together with final details, and plans and specifications for a Water Delivery System for the Kona Ocean View Properties Subdivision; and WHEREAS, pursuant to Section 12-27(a) and (b), Hawai`i County Code 1983 (2005 Edition, as amended), the Manager-Chief Engineer of the Department of Water Supply (the "Manager") has submitted to the Council (a) a corrected map of the Special Improvements, as attached as Exhibit A hereto (the "Corrected Map"), (b) a preliminary assessment roll for the Improvement District, as attached as Exhibit B hereto (the "Preliminary Assessment Roll"), (c) a description of assessment units to be assessed within the Improvement District, including the method of assessment of each assessment unit, the maximum proposed assessment for each assessment unit and a list of all known owners of the assessment units, as attached as Exhibit C hereto (the "Description of Assessment Units"), and (d) the construction bid for the Special Improvements provided by the lowest responsible and reliable bidder, as attached as Exhibit D hereto (the "Construction Bid"); and WHEREAS, the Council intends hereby to acknowledge receipt of the foregoing documents and to set the time, date and place of a public hearing to be held concerning such items pursuant to Section 12-27 of the Hawai`i County Code; now, therefore, BE IT RESOLVED BY THE COUNCIL OF THE COUNTY OF HAWAII that the Council hereby acknowledges receipt of the Corrected Map, Preliminary Assessment Roll, Description of Assessment Units and Construction Bid relating to the Improvement District and the Special Improvements, all in the respective forms attached as Exhibits A through D hereto. BE IT FURTHER RESOLVED that a public hearing regarding the matters set forth in the Corrected Map, Preliminary Assessment Roll, Description of Assessment Units and Construction Bid shall be held at 6:00 p.m. on June 4, 2013, at the West Hawai`i Civic Center Council Chambers. The Clerk shall cause notice of the public hearing to be advertised, mailed and posted in the same manner as provided in Section 12-10 of the Hawai`i County Code. Such notice shall include information regarding the total cost of the Special Improvements, the contents of the Preliminary Assessment Roll, that the Corrected Map, Preliminary Assessment Roll and Description of Assessment Units will be available for inspection at the Office of the Manager-Chief Engineer of the Department of Water Supply during business hours prior to the public hearing, and the time, date, and place of the public hearing. BE IT FURTHER RESOLVED that this Resolution shall take effect immediately upon adoption thereof BE IT FINALLY RESOLVED that the County Clerk shall transmit copies of this Resolution to: the Honorable Mayor William P. Kenoi; Finance Director Nancy Crawford; Corporation Counsel Lincoln Ashida; Real Property Tax Division Tax Administrator Stanley Sitko; Department of Water Supply Manager-Chief Engineer Quirino Antonio; Water Board Chair Arthur Taniguchi; Hawai`i State Director Chris Kanazawa, USDA Rural Development; Bond Counsel Brian T. Hirai, McCorriston Miller Mukai MacKinnon LLP; and Acting Legislative Auditor Lane Shibata. Dated at Kona , Hawai`i, this 1st day of May , 2013. INTRODUCED BY: COUNCIL MEMBER, COUNTY OF HAWAII COUNTY COUNCIL ROLL CALL VOTE County of Hawai`i AYES NOES ABS EX Hilo, Hawai`i EOFF X FORD X I hereby certify that the foregoing RESOLUTION was by ILAGAN X the vote indicated to the right hereof adopted by the COUNCIL of the KANUHA County of Hawai`i on May 1, 2013 X KERN X ONISHI X ATTEST: POINDEXTER X WILLE X YOSHIMOTO X 8 0 0 1 Reference: C-235/Waived PWPRC COUNTY CLERK CHAIRPERSON&PRESIDING OFFICER RESOLUTION NO. 98 13 2 KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS PUUKALA, NORTH KONA, ISLAND AND COUNTY OF HAWAII STATE OF HAWAII TAX MAP KEY: (3)7-2-09:41 SURVEYOR: KKM Surveys ENGINEER: NANCY E.BURNS,P.E.L.I.C. P.O.Box 2494 73-1487 HAO STREET Kailua Kona,HI 96745 KAILUA-KONA HAWAII 96740 I S L A N D O F HAWAII LOCATION PLAN INDEX _ APPROVALS 4i � / ,t HT N0. DESCRIPTION , -'. 5 TRAFFIC CONTROL PUN 1 ■-■A GENERAL NOTES PROJECT 91E ►YY I t o‘ 9 RU --_9__. C-LI: k A J 1.I% '-/ slr Mlil`�• c — c ro'_w-E-- —T ® s, I A /m ` .^J 1� 'I. �JJ V r � = ti,, �? ^_ :3 � J IV -�(PUN AND PROFILE WATER LINE ROAD C IS 2'AND A"PRESSURE REDUCING VALVE «µ nr(STATE _-1- _ —_--- urn .o.._=w.. JOB.HO. 2 00. DE8 P-9 3T 4 TY O F i WATA S UP PLY • _ m;� ,— PROJECT KONA OCEAN VIEW PROPERTIES f° WATER SYSTEM IMPROVEMENTS 1/ _ yy y r O �n ,.7.'7.-''' yc TITLE SHEET ` T 17 w 7 o &X.H I6[T "A6 ITS;; - T —I-I 1� !, ■ 1_I i Aftri1/4.64444)1_... I a 'n .1"-- —.. , .. .., 1 —: I .' ''— R a" Asoµ=1 R9 (40 Tq �- 'I_._,.., ___1 ..,..v. , /..,,..o., ...,_„_,:„_....,,,.,z,..„, ,,,,,.. ...,„„: T.,...,..„,.,.,_._.....,, ,.. ii, . v._ : __ i. �- -_. KEY PLAN -__ 1 ' v.� ,>m,n .�. ,.,n a any,. /. t— du .. w o as ra ti'wn s em' I .. WLLA L04P ROM1�1 R Row) _- ,_.» (40 R ROW) 4 4 _. PSI M. SETTING 57.19 SYSTEM PRESSURE NT THE L084911 POINT VI THE .. 1919111{, _ .. I.i.9999. J� DEPARTMENT OF SUPPLY (`�J COUNTY OF F RAW HAWNI SITE PLAN { cReaenc SCALE PROJECT KONA OCEAN VIEW PROPERTIES ....-.'E ....,r71-- ,, WATER SYSTEM IMPROVEMENTS 2^....."'l .,i.• SITE PLAN 4 v.- -JOB IIO. 2008-934 Lei CONSTRUCTION NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE W.THE COUNTY ROW SO ROW Row OF HAWAII DEPARTMENT OF PUBLIC WORKS-STANDARD DETAILS ii'.nnE E '1 FOR PUBLIC WORKS CONSTR —2 I --.—_ SHOULDER , CONSTRUCT.,DATED SEPTEMBER 19.,STATE OF HAWAII E L D PUBLIC E ,-E PL N .° o w NS xS R R x O. R F THE DRAINAGE SYSTEM AS SUCH CHANGES ARE FOUND TO BE FOR OLATIONS w �� RE I f . — D TB SHALL B.U N ED R E S a LICENSED SURVEYORS SHALL SUBMIT A LETTER TO THE STAKEOUT N °. L WON SHOULDER MONUMENT AND NSTA LATIO IS CDRRELT,P ( FOR SDOT,RENGN REDONS,UD„ON FOR DETAIL pve) DETAIL SEE SHT,S Is NE_T 80 FT ROW TYPICAL SECTION (STATE R.O.W.1 PITS OR ON SITE BORROW,SO NAT A DETERMINATON CAN BE MAMMAL To BE INCORPORATED INTO THE ROAD CONSTRUCT. SHALL 'eY THE ENGINEER NC BRESPP L OR ALL EXPENSES INCURRED IN coxo NESE TESTS E AD.awxc ik"»;o N SNALL VERIFY NE LOCATION OF ALL _in ARO TRAVEL Y THEY ME AND B E I UNLESS O TMEEsAAPw LaTT ACAR O- �qm REx ro R R._sON WD, RS N�AE SAME IN THE E NT^P DAMAGES DU E 7C H IS CONSTRUCTOR `ese` �r��ALL COORDINATE HIS U R COAT PRIOR Row ,o ROW ROW TO PANG DIRECTED E H; aE oc, UTILITY � : VI I B THE CONTRACTOR SNAOFRONDE D INSTALL "R„WO, LANE -- o 1,A�NE D D R CONTROL DEOCE IN CN TM ON TR DEVICES oR I EXISTING A C. ” ®IHplp T1N - HcwY AND To THE SATISFACTION OF THE ENGINEER R° w,THIN THE ENTIRE GRADED ROADWAY RICHT-OF-WAY BBG A�L E T., ;Cs Or ASPHALT CONCRETE MAX NO,N pq RE.w,L IS GREATER Or.0.AS�NALT CONCRETE BABE ENLARGED FOR E. ACK NE APPROPRIATE AND AGENCY STANDARDS R D IN NOTE, COURSE - v COVER FULL WIDTH PAVED SHOE DER RFQQNSTRUCT)ON DFTAII DETAIL SEF sHT.„ ,RENCN ,' (STATEA R.O.W.) 30 FT ROW TYPICAL SECTION ° 1 - 0 ND z o. Ro To RASING MATCH EXISPNG SLOPE ---- 111111111MNIIIIIIMIINIII ROW ROW ap ROW O L,wE i sH L a MAX RTES =70.0 reR�s rw °U ,o NAX iESJ WHICHEVER IS GREATER EXISTING PAVEMENT STRUCNRE. MIX 3 IA ME AN ST PAVEME L 0"GLAESPHAE.CONCRETE BASE s r ORAVEL x P^p LOCATION NOT A E R 0 W) ::L x �. a„ I _ COURSE (.P FULL WIDTH TRAVEL LANE RFCQILSTBIL(',1ION OFTAII _ Nw I BASE - (STATE R O W �� - ///��\ DEPARTMENT OF WATER SUPPLY X.-.S4 NOTE COUNTY OF HAWAII ,,.P, E FOR TRENCH , NEVER THE EXSxxG PA,�D SHOULDER AN dm ,RARELityl A 1 _ p; DETAIL SEE sNT.,s O/ORET°RA°RVCL uERS(s)NMI.,BE RECONSTRUCTED PER THE ABOVE DETAIL. R RtMCT: NONA OCEAN NEW PROPERTIES 2 MAKE 12"CUT BACK NYOND THE EDGE OF TRAVEL NE(Wmo UNE)AND/DR _- - WATER SYSTEM IMPROVEMENTS 3 40 FT ROW TYPICAL SECTION CONSTRUCTION AREA.PE•"H�GTHE 1000 STRIPE YELLOW on ENDS OF,HE r�__ _ 6 ALL A !S2£'CUw__:_ TYPICAL SECTIONS AND NOTES eC JOB N0. 2006-934 a1 7n Nprts FM rOLL10.UrnON WHIN THE STATE RIGHT OF WAY �1M CONSTRUCTION VMwi AM STATE WENT OF WAY FM TMSORUCn0 WBNN Ti STATE RIGHT OF WAY WATERLINE NOTES(CONTINUED) I ONE 1e OBYLlsrs ze ...HELD AIR U.WOiLVIN NOCTOBERR AND ANY b NECESSARY,ME CONTRACTOR AT.O.EXPENSE,SHALL CONSTRUCnON DOES BE rREEDIMEJCro REAIxW T 7NE CO.DUCTEN AND PEDESTRIANS APPROPRIATE UY ALTERNATE SMOU.RUARG�Ci° ALL BER ESTrTmORED TO 0100TINRpNG cMana.COMPLETELY PONEERxMAY RCWsEUAAiEq THE OWS NECESSARY. ° THE APPLICANT FOR SETT THE TA RdwArs ENAMOR.MAW.DISTRICT OFFICE ly Ax0 OR EWrvuEVT sxNL BE sTWCPIEm OP WEN REGARDLESS EWE WAIF SHUT-OFF ERGO - ' ° E UPOB LOCAndS DESIGNA.w NITRO AND APPRo.o BY ME WpNEER ..wAYS.FROM THE STATE HIGHWAY MIS..HAW. PRIOR TO BECANNING STARTING ANY AT 0 MAKAALA ME STATE SMITE NLO,RIGHT-Or-WAY Is ME NAMUR PAL2uW!STMCIME SH.CONSIST a. Ate!a )933-s MALL ANC wATERLIM AND.01 UTI.ES SD.BE 1.PROVIDED ' a RESIDENTIAL DRIVEWAY) 961-2227.FOR ANY PERTAINED RACE. s BRANCH,AT(BOB) USED D AT A CRAPE CA, STN OTHER INE NOLICE DEPARTMENT,MAD.REFER TO TIE HANATI DISTRICT ENGINEER. SMALL I) z Mix ASPHALT((Huse DA RENT°v NE ! RB a ,9i Em1 S 6. IAn AND RcYAL IN)),SW R[°iH[RICOMANZT MAY SO Avv3r. AGGREGATE HOT mix cusvHUT BasEAMMOe)W STATE. NOS(cuss 3m Nxmuu)AH u[An xRCU s A COUR. HOT MIX ASPHALT BASE DMA.COURSE. HATE AGWCr ofsPECnLE Imury GMEAUYS.Cowry cw (CLASS JOINTS UNLESS OTNERNSE DUCT,ETO FTED. BU TER. vxL_ss DADA.5 TO ANY EXISMIG FACILITIES MALL BEIRMEMATE. ACCORDANCE E WM ALL UE g�MAU BE DONE N ZI A - ATE ACM CO zs ME B OMEN.[SPECTRE-.FOR M3 gFOncannLS FX1`UOR RATAN n a L w CEEUm NEcEssAN Br ME ENGINEEa. MIN STATE UPON COMPLETION OF qICI AARIDA.IIsaOLEUFtts WTNx Sr.HIMWA¢OF TIC PRIOR TO THE DEPART... LOW POINT..CHEVER IS GREATER,UNDER DNS SuPERNSION S.TE DEPARTMENT O TRANSPORTATIONS HIGHWAYS DIVISION. x. COMMERCIAL AnONS ON WHIN ME ROAD unurx RELEASE O T¢PERM.BOND. JUST PRIOR TO P.C. s u TALL AND MAINTAIN ALL Axo 1G ME coNTRAL-ToR MALL PROVO,BARRICADES,MARK.CONES. I) 3-I/3'xu ATE NE WATER NECESSARY SIGNS NC OTHER PROTECTIVE ���AND B 1.AGGREGATE NAM CpMY SUBDUE,H 2-1 A AC*.ON NATUE.AL POLLUTANT OSwaa<s RwuuTON SnTEU NIMES1 0-M TO UPTON PRECNITIONS FOR.PROTECTOR, ZRESEE xu RFOIREm.FN PEEN.PRVtrs NM.STAMMIDIMAT AVE THE vRUOD COSTS. ME MMT--F-u. ME RCRN N THE STATE of... UWw60 GO LS Cf. 3) b Cm - I UM'ls vALNL BOOM MALES AN dRA'QCU T DEEMED OFOYDONV By FAOAAYA Art weeAS R I 1W L(NCE5ITRRFwa T�s DESIGNATED AND SALVAGE'Sw1L BE°DEINERED TO ME RESPECT.Dws BASED. 7.WORK ADOPTED BY T.°RECTOR OF TRANSPORTATION,AND 11.HIGHWAY Ct`M L TT ON EN N A c. Cn1S AND OnuTY INSTALLATIONS d w s ON TALA M u'�(PH TO ME wax°,NO rtfus DISTRICT PERMIT PRONE.° IPd DAD RRA,GP NORWAY) 933-8860.DUE TO of NTH COST NPACTS.THE MALL UNLESS SPECIFIED OTHERMSE ME ENGINEER IN PRIM TO ME.ISSUANCE AN M PEPBN. °VE0 BY I NM.COURSE SE OR H E.NCOUR d MAT COM.ON 12 EXIST.WATERUNES.VANS,TITTIN.EXISTING z T IS WAIN NTH ANY No..TR w OF-WAY I DR 'Ey Nm.mALL EXPOSED FµVEA8 ESE .ES.PERMIT e OuIDFN9Tw qmE uTC3TCITIOR�sgdRms,AxD BrnWCwES R OWATm q mRES uroL GNENNl rnICESAfttiFUtWma.:AND DISPOSED of PROPERLY AT No COSTS ro ME Dws. SNAIL 83 o<xld Ix nx TN cOAPacndP TEST,MALL TMSwl i+naO�D nvEL�ArFnls r .OF ME OTT AND COMM OE H OON..DIP I ' PAV PAVEMENT REPLACED R RIND. BY THE CONTRACTOR.AND iMROVNIPH.WMIN Sort x.HW._,AS FDLOws - D cnox TEST(S)PER LIR FAd TDn IN As NM'/i^rt par NEDm°ww w RNEWee ° ES.OF TORO ROADWAY P HTrvL-"R.. oox.wn/n®/®r./Dim-..nl..- EXISTING ALe'cDUMiH9LAdi SIGNS,a1c'asmuc a RTH MARTIN.MOP TO hncsl PER GS1 Ee''''' CONTRACTOR SHALL RFPUCE OR RERAN AL AND PANMENT MARKINGS DISTMBED er HIS AC.TIES AT NO�TS e. TIN n a a-AOwA. AcnON B TON COMPUTE AND a N A DONTR _ wm coxHFDiONn,E`c°SfaPPERDwrc iaRTME xwRR 0.1.RE USED x ...AL c-sr rD ME STATE. TEST(s)PER uFT FOR EACH xm UREA En'MST RA NA ^' UM CHEMISE A a cusrauu s al nPE 6F wPLICSeL)..11EN MAP.M AND PEAK S RFWAEE1 FR.NM 10 5 SHALL AND PM.AND DURING DURING FO OTHER e. FEE!O)(PERCH. d r r M YS OR'"APNEATON A AWAIT FM 1(11�CY AND I wrtx ALL NECESSARY EISEREAS AND PIE MS AL.G TIMESSEXCEPT AMEN OMERWTSE PERMITTED BY A TRAFFIC CONTROL ENGINEER FOR ACCEPTANCE. u3 BE sCBU.hO D E 4U a STATE HIGHWAYS WdT-O-FLY. DOCUMENTS.STATE PEN,ID veHON)SBA3}BBbx,AT LEAST Px-E(3)DAYS PRGR TO CLOSING ANY DEFINED BY ME°MRWAI EgTON F TIE•AASIl0 ROADNO ZONE A PEPFOW WOW UPON STATE H ISSUANCE O MfA'PmWiWTO GI9[�dFxCEP PwOR'hD SPECK.1R[WOM R APPROVED TRAFM CONTROL IdwAYS'� wORK RIDDRINO MAP... TRUE RESULTS S.11.BE CERTED AND MALL BE HMI..TO D.ONE WE. II REQUIRE ADVANCE ro MPROVAL IN BE IS A R G WATERLINE NOTES TESTS SWL BE NO/DENTAL 10 PIPELINE Ns6AUr. x MING FROM DE NOME.AND A ACCEPTNCE A IT TBEM O♦ms PENGI To PUBLICATION. ADVANCE OF TIRE INSTALL-MD TESTED PIPE AND/OR WCNxEIN u Sxw t2 a IS ! SARVR05.STATE OF xAWI.DAZED 3003 AS AMWdm. OVER ME COMP.ED CUSNIONNW.6FA. OaF[6LY THE CoNTR,ToR NA.NFORM THE DEPARMENT OF WATER NITMG. NO xdPS,EXCEPT As APPROVED By ME WLM[x w ME ENGINEER.04. co,O THE MWd PROF,sHAL BE w 111.0 TO of ECn 7.0.LINE..AOMD PV0OFF OR RELOCATION ANY wpnx. I CONTRACTOR uErtPm REQUIRING ANID PAD FOPOR THE FEET OF ME TRAVEL WAY MALL NOT BE.0160 DURNG PROPO.D IDINTY ni.C.MIS INFORTAATIM SH.BE USED N 6,,i REWIRED 0 PRONDE AO[WATE.SAIL B uartaw NPR5nm Al ME DWS WJAB'EOUPMExT AND _ __ _ NON-M10 BRIDGING L OvER M MEND INOL.ING SHORING.. N 7 T-rt T _ ^ _ ■ ALL VOTING WATERLINES.WATERLINE WHICAELAR TRAFFIC. AND wUW TAPERS INGAA`L s PROVIDED eefOF ALL D�ON DAMAGES TM�PC DEPARTMENT OF WATER SUPPLY MATERIAL,PE mu.FROM NIE.TEST RF.FILE SOURCES. THE POSTED.PRIOR TO INSTALLING SU.DRAWN.STAMPED BY A LEExIN STRUCTURAL WGNEEa w 71010 05 COUNTY of HAWAII PONE TO v LMLINDINAL YAL. AFC ALONG ME Mdwar WALL BE MAINTAINED I PROTECT: EONS OCEAN NEW PROPERTIES 1 EASING Tnm WAr MANAGE SYSTEMS dw KHAN-MAC.A.AT WI YEM NECEB M To COUP M°CONNECT. G = WATER SYSTEM IMPROVEMENTS 4 Q ALL „At{.g09- GENERAL NOTES J(IR N0. 2008-930 17F n CJ-,1446 WATERLINE NOTES(CONTINUED) EROSION CONTROL(CONDNUED) 18 THE - "" ' AND FEASIBLE CS(AS-BUILT NUNN.)MD EROS. SHALL BE IN LACBEFORE E ANY N MOVING E EE NGS AND AS-BUILT TRACINGS TO THE DWS 8 TEMPOR.EROSION CONTROLS S.LL Nor BE 2.10.0 BEFORE 19 Ail PIPELJNES 4-INGIES OR URGER IN DIAMETER.SHALL BE DUCPLE IRON,PUSH ON JOINTS.CLASS 52,AND ALL s OMlsm/LWIRKTOR ARE PUCE AND EPADUSxEO.PRO..•DEOUATE.2.SURE TO PIPELINE STOLLER TIAN 4-121.ES IN DIAMETER SHALL BE PRDENT 210001.AND EROSION PR..TO PROPER... 6.2 COPPER,[NHL.7 OTNERNISE SPECIE., 10 .PONE OF EGRESS AND INGRESS TO A SIR:S.122 BE PROTECTED 20 LOTS REQUIRING A DRS APPROVED REDUCED PRESSURE MIN A STABILIZED CONSTRUCTION ENTRANCE PRINCIPLE TYPE BACKFLOW PREVEITTON ASSEMBLY SHALL n 11 62.2 Of CONCENTRATED RCVS. SEM.,TWANG.1.SES SUCH IN ACCORD...ICE W.DNS STANDARD DETAIL NO.V9 ARE.ITHA E rv51AUA�)x BEFORE WATER SERVICE CAN fK ROPE 1NE BASE OF ILL RTOCMRlE2.BARRIERS SW.BE IGFD AROUND 12 ALI S.M LRAM IN.S ON WE,AND.SE CARTE MICH um RECEIVE RUMFT FROM.SITE S.21 IRE AN 2.7 PROTECT. SORTED NO TAPS OR CONNECTIONS ARE ALLOWED BETwEEN THE METER AND ME APPROVED BACKROW PRE.MION ASSEMBLY.THE OwNER IS REQUIRED TO TEST TIC BACKFLOW 13 PROVRE DrANSIoN DITCHES IND SEDIMENT WINS.SHAW ON PREVENTION.SEMBLY 1 TIME PER YEAR DIE RUNS AND.D.C.r IHE ENCREER M TIELD 21 THE OWNER SHALL MIME THEIR.11 PROVISI.S FOR THOSE TINES WHEN M . E eACNFSOw PpEVExIpN AsscueLV IS BEING TESTED GRAMNG NOTES 22 PROAIDE RETAINER GLANDS FOR.L PRE HYDRANT 1 ALL GRADING wORK SHALL CONFORM TO CHAPTER 10 Or NE MECHANICAL JOINTS AT TEES AND VALVES HAWAII COUNTY COOE AND THE.0.0ARON INVESTGATON MOHOULI SENIOR HOUSING,PHASE I.wAIANEA,SOUTH HILO, HAYI.1 2111,2-8-2201.PORT.OF 177.BY HIRATA re ASSOCIATES DATED AUGUST 23.2011 SHOULD A GRADING PERMIT BE REQUIRED.NO WORK UNTIL THE EROSION CONTROL DEPARNENT aF PuSTTC WOR Au xs(HALL COMMENCE AANNOVES A CRARNO PERMIT 1 THE CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK OR AT.0.5 2 THE CONTRACTOR SHALL RENOvE ALL SILT AND DEBRIS INCHES Or...FALL DEPOSITED IN DRAINAGE FACILJPES,ROADwA.AND 0.ER AREAS RESULT.FROI4 HIS WORK. THE COSTS INCURRED F. 2 THE CONT.CTOR SHALL MAINTAIN.E EROSION AND SEDIMENT ANY NECESSARY REME01.ACTON BY.E DPW SHALL BE (O I E THE REPAIRS IT EVE.-FOUR , ) RS SHALL T THE SUCH PAYABLE BY 11C CCNINACTgV.AIS;ONTRACTOR AT HIS OWN ExPENSE SHALL KEEP THE CT AND SURROUNDING AREAS FREE rR.DLIST RD QS)THE NUISANCES. TTE WORK SHALL BE IN CONFORMANCE NI.THE HEIGHT OF THE ELT FENCE,TNE CONTRAGTOR SHALL POLUE.CONTROL RULES CP THE STATE DEPARTMENT OF REMOVE AND DISPOSE OF THE SEDIMENT BUILD-UP FORM HEAL...R 11-80.1.ROWE D.T SILT FENCE. THE h" • ALL GRACING OPERATIONS SHALL BE PERFORMEO B H L STANDARD.AND TO THE EROSION AND SEDIMENTATION CONTROL STANDARDS AND GDIOELINTs OF THE DEPARTMENT OF C WHEN TEARS ARE FOUND ON THE SILT-TENCE.THE PUBLIC V.RKS.COUNTY OF HAWAII.I CONTRACTOR SHALL REPUCE THE FABRIC 5 THE CONTRACTOR SHALL SOO.PLANT ALI SLOPES AND D THE CONTRACTOR SHALL CHECK TO SEE IF h.FABRIC IS EXPOSED AIREAS IMMEDIATELY I.ER.E GRADING WORK HAS SECURELY AT.CHED TO THE FENCE POSTS AND TO SEE BEEN COMPLETER THAT.E FENCE POSTS ARE ERI.11.IN THE GROUND. 6 ELLS ON SLOPES STEEPER TH.5:1 SHALL BE KEYED. f 7NE CONTRACTOR SHALL INSPECT E orvERS Ox DIKES AND REPAIR BREACHES. - µN max S E C Of THE DISPOSAL AND/OR SIR(S)REQUIRED FOR IRIS DTE CON.ACTOR SHALL INSPECT TEMPORARY AND PROJECT NMEN AN E WASHOUTS.ARO HEALTHY GROWTH.FOR HARE SPOTS, FULFILL THE REQUIREMENTS OF BO GRRASTEIN)RRDINAT ALSO THE 3 THE CONTRACTOR SHALL HAVE ITS PERSONNEL MAKE A 8 NO..ING WORK SHALL BE DONE ON SANRDAYS.SUNDA. MAN.NANGE INSPECTION REPORT PROMPTLY ATTER EACH AND NOMA.ANYTIME NITHOUT PRIOR APPROVAL FROu THE INSPECTION. ACCORDING TO THE...GT DEPARPAENT OF PUBLIC WORKS.GRACING wORK ON NORMAL MORNING DA.SHALL.BE.REN 711E HOURS Or 2.00 AM TO "A'S'C:=PPALL'IVROECT,70it'ORGOET:TO FALL,SLIDE.OR FLOW ONTO ADJOINING PROPERTIES. M e E a(sox)PER MUI Ems Rum..comp.TED To go STREETS.DR 2MNRAL WATERCOURS.. SHOULD SUCH DEN.PER OSTIA D-1552.T OR.MOUTONS OCCUR N.NM �RLY MME LLMEDM .TONS p PORTION In NRIA w uH Es DATED AUGUST lI 5 ...ATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE art a w VEGETATION BEFORE N N 7.1-242.242 WATERS FR.DAMAGING THE CUT FACE OF AN ETCAvATION D NUJ. SURF.. DEPARTMENT OF WA TER S HOURS. SO FENCE PROVISIONS SNALL IAADE TO PREM. UPPLY aH aAENi-unEx , COUNTY OF HAWAII ox �O NDxoAH FRO M SEA.°THE SITE AND/OR A.COLD PATCH DURING H S.11 BE % PLANTED AS SOON.FINAL GRADES iarc MD PRDECT: KOW1 OCEAN VIEW PROPERTIES _ PUNTING s•ALL NOT BE OFUTED uNTN ALL GRADING WORK PUCE will vEMATON TAS BEEN ESI.M4E0 HAS BEEN COMP.. GRADING TO FINAL GRADE SIALL BE PA.CNT HAS BEEN N.M. SILT RIM TOR SANDB.S SHALL _2'I" WATER SYSTEM IMPROVEMENTS 4A CO.NUOUS. M.AREA wrININ WHICH WORK IxrERRDATEO OR DEUYED SHALL ONE Pux,EO. "^�BEEN REMhO ONCE APdER ALGS ARE sIANAUn. TRENCH EX.VATION AND NACNFII L 31503 Cr I 7c�,CC3o"`'_ GENERAL NOTES 6 ENCH AREA.20.25 ACRES .ON NO. 2008-930 C-cS.DWO� LEGENO .775 . 1, c'o„'72.N2,Aw•ow '071;=rojrcI5"fl"AT"A"""AT 12 Po./D.CEN.A0.7 .-ow LANE No."lown,AND WLAocut A..' TAZZAA AVAP A're V.:.''' t t [ 1 °/•:EN7:F45)II,"1 roc/ia'NE7s=Ic=rs . * 0. Vur I Iv :41 :tir 7-15) I ffl' El TE.I 171,171V"'.ID 1 D l '''' 1 7 I I I N...— .._ LEGEND NOTES I ,/,,,, I ' I ' I ' '''''I '''' I • YY Y YYAA'Y ,.::::',,%,„,„..„.„,„, -..• Y'Y"3".Y"Y". >......"............,...,... I . T,-,,,, lal FolADE cAnciNal.... •...255.5„.MR WcEsow P.m.To FowlowE •wewlw ow Kowa KA woo suoUln Cr a ILO GIEW27 6 WM Mr OM MID.FS Awe witusisT 7.4'r" 1:4?' EI `111,F• ....AA...A.. gp DC WORKING WORKING ON SHOULDER OR ROADSIDE sc,r x T 5 TWO-LANE HIGHWAY-ONE LANE CLOSED scALE Nis. GENERAL NOTES FOR TRAFFIC CONTROL PLAN ' Nur.TirrTO VIC'..mr'AT'AT'AAr""T'"A".ATA'AA"' TABLE 1 FOR TRAFFIC CONTROL PLAN /\, :\ TABLE AFFIC CONTROL PLAN usota . ......... --L\ 2,- W' Fra, .-,, •-ow. 7.1* a...a/ WM l2ID T FF/loari5FERRArLIFIEW.troTIIslarIZNIDIALAAcr"AT S'IA°.•,:, g''`,L ;":"". 20 250 200 W.17 35 20 . . ;. "A I ■•‘.l+IFIFIEM -°Z.-- ' Eilarii-7ciT,'," g:i.',',,%?",i.:41 r.g.7j70ZWIL.TA'.1"nrL1TF 25 2. 200 W.17 55 25 25 la 30 250 250 W.20 85 30 30 10 ; lEOlirFA :2 '1O ww• EXIST• ..1,.T 1 1. 35 2. 250 W.20 120 35 35 10 5 aNcoaN3=0,,,,F2cr olTFOlo.ALI NE m vow oF FA.onwn a*N Dowc7 I r, 1 ;11, 1,r, I.:; r,1 r, 1 -.■M .. --.... -: 40 500 350 VI.30 t70 40 40 10 '=AI.ArA.."AT"AAT AT""ATAA A roA/PAL'Arg4TANTILW"r nak'''‘PlAANTT"AAATT A4ATAA'A"AAA""A"AA 45 500 550 W.45 220 45 45 10 3 747.17.4-ti°;RI,,-,..-..;,=:.-L...'.... ''01:■01.E.2r717::Zi.2i'Z').. 'S ,0 .,.„.. ,,1 r.-7.. 50 ,/000 500 W■50 250 a wL TIM2 wows so.FE•III DEW FEET MD al W•In.oF uND WI OCESD7 A nAtt I.VIE"MrirdAs"LroM 74 2E'AnT""A""A""A"*AAAAT'A TRAFFIC CONTROL PLAN ' /rag LA?!i ilLy:s it:Al 7AINTInw IV=T.T s'ACAF/'l VIITNATINATL AT'A" NOT 70 sCALE ' if:El C'E,'F7TuAIFT:A'71.A'AEN7 rlITOFN:■:11717:%:77V"a7:r'T.' TRAFFIC CONTROL PLAN (PRIVATE ROAD) SCALE NTS DEPARTMENT OF WATER SUPPLY • • ,,:i COUNTY OF HAWAII TRAFFIC CONTROL PLAN (STATE ROW) PROJECT KONA OCEAN VIEW PROPERTIES ..` SCALE NTS WATER SYSTEM IMPROVEMENTS 5 ,s:..2 TRAFFIC CONTROL PLAN of g NO 2008-GSA rt-Aj g STATE R 0 W -FENCE STAKE 1 _ _ /-GEOTEXIII,FILTER FABRIC - - ,:tV,VER UNRAYED _.. FILL,OPE PLACE SAND BAG BARRIER A7 TOP Of SL.E 1— / , i Mil.,--- '-'P-5,'OE'LATS'70.',Ll'ITA'ND'Oer'Re'D AREA .,,I - ' • ARC S ARE ENDENT IN ORDER ITIIEL'A7N'StITIIZT I. pi -1 e L■__e_i 11 I - I 1.MO „,,. PLACE SAND BAG BARRIER AT TOE O F SLOPE ALONG ENTRE LENGTH II OF DISTURBED AREA, PLACE HAGS il ii I/ i. TIGHTLY AND OVERLAP SO DIAT NO G APS ARE ENOEN7 IN ORDER TO ',.,1 k ■1 n RETAIN SEDIMENT, LI PI AN WATER I ATFRAI SCALE NTS BURY BO,.OF EAl'a'rSPII.STF'TRENCH STATE R.0 W _., RAVED SHOULDER uNpAvED FILL SLO, CEOTEXTILE FILTER SI -40lrLDEP I — FABRIC -- 1., 11 EXISTING GRADE ___'2.5 SEED WI.ANNUAL RYEGRASS /FOR TEMPORARY STABILIZATION, -,,, RE VEGETATE DISNREIE0 4 LANDSCAPE PLANTS FOR \_,_ PERMANENT STABILIZATON PROROSED GRADE 1 TYPE"B.METER--, BACKE.,AND ---"'".1 1 -----'1'...-------___22-'1--•-' -_ BON EXCAVATED SO, --'- ----___ IN TRENCH • FENCE STAKE NOTES _/ 1 ZE r,,,,,a,,s F4grIC SHALL BE A MINIMUM OF COPPER SERNCE LATER.PER°WS SID DEL LS 2 IF SILT FENCE IS OBTAINED FR. NOTE MANUFACTURER AS A PACKAGE(I E FABRIC PROFILE WATER I ATFRAI SILT FENCE MAY BE USED IN IJEU OF SAND :4TS'ACL'LlTICTIV'll',127/L3liSiNTZ7AED'I'I'ERED SCALE NTS RAG BARRIER,TOE DF SLOPE(SEE SILT FENCE DETAIL THIS SHEET) SEDIMENT BARRIERS ARE TO TO REMAIN IN PLACE UN,ENTRE DISNRIBED AREA RAS BEEN STABILIZED M.PANNG OR PERMANENT 3 FENCE STAKES MAY BE MOOD.META, VEGETATION. CONTRACTOR IS TO REMOVE BARRIERS MUST BE CAPABLE OF SUPPORTNG ONCE AREA IS STABLE ANTCIPATED LOADS ■ .; 2 I■ .::; - SCALE NTS PETAL OF WATFR LATERAL IN STATE R.O.W. SCALE NTS 1 I i DEPARTIMINT.OF0WAHATEitmISIUPPLY --H 'Z- FlIOJECT, BONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS 6 A. ..,.,. EROSION CONTROL MID WATER LATERAL DETAILS 0, ' 406 NO. 2006-934 4 17 W O "'V'as . .7 AND PLUG ExISTNG METER LATERALS AT MAT.HAIN AND PLACE SO mENT�� i xoPE of ALL SC oE,nes ori�c rss"no, ieeE _ ar ��. N,AJONT i im usR"cs x,m n EsrnaRo.w COVERS RESTRAINTS-m o, ns"TM RU IA- R OAS STD oci HD AND r SHALL xc FINISH canoe WATER SERFAGE uuni.NEW ,OR 56 METERS (..P. S °rsSOvoE.cnn,O P _ S _ � AND IN MARKER! I STD SHOULDER' MATER PnENEx, l f I TAD PROFILE z xPN e.o o e MP 1 R 1 • ' ii = N „E ., 'xEER .ERIP LOCATED 1 — - n. R BON,o E 6 a E,ER�.Raw � f DETMLS ON SHEET 2.no 15 ---- MAMALANDA 9—.WWNY TO wAI.EA „e, s— — - - —---- NOTES ALL EXIST.WATER.FIVICE CONNECTIONS � wn a w�.FOR o."e=SEE e.e THRUST BLOC], "R .e µo OPERATIONAL S SERM ONNELTONS ern zks,. Nnxnem on nwY E AT AROUND TILES PIE nssuxso)-o.00 P trA"L ao"o PLAN WATER LINE EXTENSION MAMAI AHOA HIGHWAY(STATE ROW) (IENPORNRY F« .) ,,,A,LE.,moo cn,smc_nx,nRU. TAPPED 1 I LOCATION) �. 1 _— ,e,o I R, IA. —] „so 4 f— M ao ER L 1 4.v1 r I aso ERIS IND 6 GSRR NE (s T' --- • -- • -. ---.i. i o / PROFlLE WATEh LIE—E-J(fEN��ON.-AfAkSAL<i+ae_ - - f KZ,� D ARfMENT OE WATER SUPPLY 830 _ -_ T COUNN HAWAII HIGHWAY(STATE RC)W1,r _ y NOR. vEar,tee_i •, ✓ 1KONA OCEAN WE1V PROPERTIES b PROJECT o ii. ° m il zzs.ao zz, o zz.o is.uo 227,00 ° II zeaoo ,__ . /c rh..- WATER S LM IMPROVEMENTS 7 PLAN AND PROFILE WATER UNE EXTENSION MAMAIAHOA HIGHWAY (STATE ROW) a 17 _� Mil.er 2 g ST::„.0.3,1 24 0 84 98 T ffIICCrNCE'L';,,V.A.a.l.' iN ?L:::1711,Salt"" ',,T18, NECESSARY NIPPLES \ 1-B•C I CAP TAPPED 2.IP T (TEMPORARY FOR TESTN0) 1-NORI2 THRUST BLOC% (TEMPORARY) rACZNA)CT'''F'" STA 3+02 09 OAS, 1-88886 TEE 1.1.J 2-8.GATE VALVES „,r,„„,',,A,TIATI„ 1-6.22 5 BEND 1-110R11 THRUST BOCA \ ....A."'\ A' '....' STA 0+00 RO;D il - •-•- /8‹:--------As - ------s---A_.8 . ......"'- - ..e _ -__----,...,,-----___. --- L.,,18.,„•TAP,,ALE,.00;,,,SER1.,,,,CE PER OWS STD OET L7 AND TYPE V METER BOX (TYP 2 LOT) 47•137r Or .... .'.- ' ITA:319% ®8 C88.1 RATA , i 7LItir • I 4:I -11181" - ' '•'-' ,:''''''' t\ •--'----••,,,-- ' '*''''T'I l! ,',', , ; • 'c-' ,,------,, ,„.--- ---". - - , , ,4,-,.,'...:'-,----`?:k. \ -,vx.-• =,.. 1 ul • \ \ ':'''''t '. -' - , - % *-_ e _ ..,_ ,.. „.... \‘ ‘., 4.,„'",---"-, --;.,,,,-1 _,,_„ \ --- tsVs:,,I, , -- \\71, \\ ,,'' .'I -- t•i-p!' %- p,pws s,p,, I-886 CI TEE 1.1.1 PLAN WATERAINE PUUKALA ROAD AND TYPE.B.METER BOA WIN JOINT RESTRANTS \ 556' (T88,LOT) 1-6T GATE VALVE Al J MTH JONI, RESTRAINTS AND BOX II PER DAS SID DET NOTE FH3 AND ill 10 ALL EXISTING WATER SERVICE CONNECl/ONS 1-8ADE REFLECTIVE ARE TO REMAIN IN SERVICE RAWL THE NEW (STATE R 0 W) 1 PAVEMENT MARKER trA071TTNTIATIZT=LC'C''''"' ..%4 • i • .• , 1 ..;iik lA •.• iir....:.:.■88.,' ' '"'"''''' Mi •••,,,,,,,A. 1750 _ 1 , I• AST\ 1 •SYING WATER ACE PAPE_ I MR.8•084.{ ) t \ 111111111k L.,/I ' 4- a \ Ni',:,' s k .11.. EYISTMG i _ . i ,A4 I WATER LI \•••„. 05. 1830 8701_1 i 1730 \IA x 1820 IWO WI& ,,,, Akit,• 1780'TAO :4 • A 1720 - 8,al TER 1.18E NN r Or IF 7+80 IN - — ,, - - - =. .•hi ,.17: ., '......- - ,-„e,.,1 .,, ,,..,‘,,..."7.,..,."N.. ,....-7-71--• ...` I DENT OF WATER SUPPLY i DEPARTMENT COUNTY OF HAWAII 2:22Miiii— 1/3101 - . 1 --- _ ■ • 1 Kam KONA OCEAN VIEW PROPERTIES • 7:1 s, a, ;d 0, ,!,; 1 ' ",2 A..7.7.•;`ra:::'-' WATER SYSTEM IMPROVEMENTS 8 7, 7.1. rho, PLAN AND PROFILE WATER UNE I g oi.00 '41 i 1+00 2+00 ''''cl 3+00 ATI 4+00 5+00 +8.....‘f PUUKALA ROAD .-- JOB NO 2008-934 o ROAM DATA ®R I Oa,z H IS.t'll 1 c - ' �., J N JM cpi b ma a -�5 , A .,, E \ J ' PER e»s I. E vn '\ ' J M \ j • , 1-23A6 REDUCER. \ v -N BLOCK y _ 7 7V-5 , KEY PUN n�.: BBn arB°DET SEE SIM 16 31A 310011 .L 2-6.CATE VARIES M2 / NO THRUST BLOCK ,� _ I, 5TA°+°o ROAn A ,A rm $fw44,,4 wj ou YIETr ;A, �E'FtngY NOTE AND METER Box / ALL d/ PLAN WATER UNE PUUKALA ROAD MAT R ACTIVE AND OPERATIONAL °NNECMoNs LOT, OPER TOR f ,,. II \ I k G - MI \: ° urRw ME SERVICE Mg B � 558 NG ROAD _._._I 15617 B „° a _LL \\\> _.-_ - ttm fi5Y ,550-_ eoE W TER UNE ' \ -E EXISTING ROAD \I� �nq fi - — _ - _. \_ 1720 E e'B o-WATER LNE _ T�µ ,go \ Theo, UNE(MT 1 \ z �7 NAN COVER ol ..1 ° 570 I de 1640 .1 *3 00 1224-00 731.00 t_ n DEPARTMENT PLY „°o sn sR COUNTY HAWAII v �TI A•U NOM \R ry IN •wis!!["_a ---_ ____ - -:- _-_"- — ARTMEN OF WATER SUPPLY -- . `T — PROECI: KONA OCEAN VIEW PROPERTIES 0 t 7+0o e.oa 0+00 OP ,o+aa „_oo loo _� ~ WATER PROFILE EM IMPROVEMENTS �9 J 5 T _ T� ,S&T PLAN AND PROFlLE WATER LINE 4 PUUKA20 ROAD z •-^^...... J(I6 N0. 2008-934 1vp7n l" . , _a°,�° ":q t., = Era E,"6 „NS o O= R ,=NORIZ THRUST °. x1 1 al „ww r w� m, INu_ KEVPLAN / \ ') II SERI,. E 6 SERW°E �6•"5E"LICE UTERAL FOR 16)) LATERAL FOR/6) LATERAL FOR It)METER ,)14 METERS A` ,A' METER BO°IT.EZ•ao„ METER B°. E e Bo°l.P`5 aLor;'a"° - ,.. . ALL UST.WATER SERVICE CONNECTIONS '101NCTITRAI'M.4)■./.11TrOX NOTE PER CAMS.0 ARE TO REMAIN N SERVICE UNTIL THE NEW PLAN WATER LINE PUUKAI A ROAD = sro RAWMENOr ,° "N0 0RER"noN"1 ON"ECna+s ,630 I ? f 3 °_� I MR R� W W I 66 sb_ ,. __ - -a 1,6°° ,6°0 \ - 11.4 — ,s,o E �\ I N .RT)M� °} f z R L , E ° i 90,== -'--E f- row mm \\: � --� � - -- - J13Il��� --.--=. z � N R M EMI TING ROAD Val,Mal.LINE-, \ la EL—IS ' 1,^') ,6.° \• '-. 1544-. ■ 144G_6 .-.- ,5 550 5.19,1 1520 \ \ _ _ 630 so 4,WATER- N v o_ \\,5 ss -r \z\ _ �'°3 —_- 560=ouzo a I wrtDEPARTME Ttt OF TERAISUPPLY o , I 22+00 23400 LY 620 ns ■ ■ s au -s of ^� { *••,".,•" PRWECf: KON1 OCEAN VIEW PROPERTIES •m tl'.._ - ps - m, „ :—_---•-.— WATER SISlEM IMPROVEMENTS 10 _f n ^ A_.-_ m "'-.. .....-. w')I.)) _ PLAN AND PROFILE WATER LINE a is , _.. :. I s.0o ,s.00 ,>aoa ie.ao ,sa00 zoao0 z,.00 r�� a� r ■■■ PUUKALA LOOP ROAD JOB N0. 2005-934 a77 g -14 TON., TOINT RESTRAINTS 1.TYPE"■•SERYT. REMOVE EX1STNC Eq.. 1 1.GATE VALDE M X 11.1 LATERAL FOR/9" AS NECESSARY TO JOINT RES.W.S AND BOX METER PER CAPS STD NSTALL MEIER BOXES 1-HORIZ.RUST BLO. DET L9 AND TYPE"B" TOP(WT.R 0 W) P.DNS STD DET.3 AND V• 1-°., • illi IF METER BOX(1.1 Lc, EPID 2-113RUST BLOCKS OM REELECIIVE PAVEMENT •••"./e X.' ■9 W L 1 Il I I 1 il:CL4>,_ I ..1 I In,'..i 4t°' ....,./-..'••ENT / /G 9. 1 7,.. -- t"... "- -,.- _- ,,,; • L t METERS PFR OMS STD _, -^'T o \ NE,I PL. METER 00X •7 +- (TYR 2 LOT) et,'C'T '''.". I.';'''F.h.7.•°' \' -.''''''''''T ' r 1--- - 1 1- 4, I I I OS'TOPE•El•SERLICE ow N ---\--- ••••••• I LATERAL FOR 96" ''•."".Id METERS PER D.SE, '' 2' TV L7 ANO TYPE"1. 15 TYPE'C'SERA. METER BOX ' ' k LATERAL FOR/11. METERS PER DIPS STD OET L7 AND TYRE'B' INSTALL METER BOXES ••••„••7‘;C N ' E,„E G yypE.•... TYR(WHIN R 0 W) 0 E L/EwsK NA. LATERAL FON IV METER P.OW5 5117 DC L9 N.. r..7=Lr .0 7 XPE"B.METER ALL EXISTING WATER.RMCE CONNECTORS ARE 70 REMAIN IN SERVICE.113 TTE NEW '::■xe'L PLAN WATFR UNE PUUKAI A ROAD 00X(7.1 LOT) WATER SYSTEM ANO TS SEWAGE CONNECTIONS ARE ACT G AND OPERAIONAL 1 1 - -- , _SCLI 1■' 1 - - ei 155C M f . F ,.,,, =,., 1. \ .,-;/'-'<„„ 7 2.- 1 ,,,,„- k TON COVER I // EMT.WA R SERVICE ,,/7/7 T- I / ' 1 - + 1570 u /590 ' I x...;- r i EMS.... - _,--- .......// / I 6.0 0 L WATER LINE — CR 0 I MATER UNE '-' cnr) 1 ■ MP/ ) it 153C --m- a — L __-- _.....-.-...,...—------- i_ ,_ 1 _ -,aR — --'--" _ ,. :,,_ iiii.580 7 x7 / / _ 13 I (7••'. ; 'Wait' • 1 . a 1 4 "1". -',. i 3 1109 Tssii 1 - 1 30+00 3.00 L., N.S ' .X- 41. ,t' 8 .,, , , DEPARTMENT OF WATER SUPPLY Al L510 V.1,_ PROFTLF AvATFR I us E PULIKA T•.9 I 1 • • COUNTY OF HAWAII 1 Islo2-,,s4o i ___________ _ litO PRINECT KONA OCEAN VIEW PROPEFMES WATER SYSTEM IMPROVEMENTS 11 2 ^ :' 14 A . Oqi 1, E i , ,.. , . .., ..--.7r. 7- , ,,.... .,_ pPlo.AuNKAALNADLPROFIRLE0AWDATER UNE w i El t '31 23+00 .':,' _ te . 2.00 2.00 F, s, 26+00 274 00 2.00 NT-00 .77 w•w I. JOB NO 2000-904 I oa _"E _ A oa o"wE R . ° of '4,'"EO.; 6 °6a M36.6,° � ' METER ao;°c*w Ex Lon —M.R.EB EnS M.ME.,Er, 5 - m ..wo� - „,.v..z ---- , r,,, -.__.,. ,0,7_1____ ,0 - �' _,.. _.,..,.;_ 1 , . , 1 9 . / 1 ._, , T...,.„,,. ,” 1 1 , Fla,,F.E,i.„,,, BOXES TER OATEN ao.=) 'ArEOSTING WATER SEROCE CONNECTORS ARE TO REMAJN IN SERMCE ON,THE MEW PI AN WATER UNE PUUKALA ROAD WATER SYSTEM AND IR SERVICE CONNECTIONS PRE ACTIVE AND OPERATOR, I - w- Q __ . -_ T W — _+ � 663 Y 66 6Q S MQ _ �_ I �/ �, NETT. as I E „-=n �/ f f ._- ,500.-- -I � I aF - - !630,650 — _—_--� -j t6� - T Elg _ ,sm "Qw.--I.6C I DEPARTMENT OF WATER I(ii 6x° __ Ta t _a, W Y... _. - �UKALA--ROAD .+ "M., SUPPLY e� ® $R LINE P 1 40 COUNTY OF HAWAII _ rC 9 N _ �� _ PROJECT R�SYSTEM IMPROVEMENTS 12 -■ '° _° w - 1J�{p L. ,_ PLAN AND PROFILE WATER LINE 3.00 5:.00 _ 33.00- ..o0 3sroo PUUKALA LOOP ROAD 111 a 'JOB N0. 2008-934 1�n C-7 m-t2 i I-PH LAYOUT't ; JOINT RESTRAINTS 2 THRUST NM 1 ,,,',7 �r MARKER I.J �.e ROAD B (]0 R RO 1 • -I 'NO 7,!0;r.--—1 I (rw poi) � �. —�' KEY a X11 J w,z* I ,CONONE>EBLa. ° .e.SERNOE 'I' II' k a- , W.TYRE rrA� 1 PER D,S=,D OFT V, I ; ■ BON(TIP 2 LOT) NOTE PLAN WATER UNE ROAD"B' Au.EXISTING WATER SERNCE CONAECTONS ARE ACT,.AND OPERATIONAL 4 1- i azo T- _.. _ _� �_.. ' -I4 - I 1810 I.,no_.. j -4 E�95TU nOaD!*'R) t µ --+ 1 I I I aoa 4 = WA', eon , I 1 t N - j T_ f 6 PROFILE WATFP,LINE ROAD'B' 1 1 -_ DEP-- F WA R SUPPLY ee -irenrrr�o- - ` - neo I __ + _ _1 - -_. - i�— COUNTY F HAWAI a4, + - y _._ _-. m ■ I _ 'PROJECT WATER SSYSTEM MPROVEMENTS 13 o g - ¶ m-_ I LxMrz� ,.e, PLAN AND PROFILE WATER LINE o' 4 °.°o ,«oo z,00 o.00 ROAD'B' ■ �--- JOB ND. 2000-934 17 '�w v:‘,t;f:' RESTRAINTS AND BOX Ill F.AND ENID If \ BLOCKS oauo aro. gTEA , r' ' TYPE E�a BOX 'rn, + SID »s sro IMil �_�k, _ on ao Fr im49 coHCcre e� OIW ':1 ( \ , , ' TYPE 2 LOT)"BOX PI AN WATFR LINE(ROAD*C') ALI EXISTING MATER SERNa CONNECTIONS ARE AND - , } I. ,.a i # ■ 2RLrel 1 4 „3o — } __ E a STING ROAD 1 — - a t I. # F mss, i II t i _ yy }- /� DEP SUPPLY , TPROFIO TFR tINE�RBAD C'T1 ! 1 /vT� rseue. a --_ - i ..,:`, ARTMENT OF WATER SUP COUNTY OF HAWAII f i l_ 1 _ 8 OJEC8: KONA OCEAN NEW PROPERTIES .'', o.00 PI ,.00 i.00 1 E. 3,100 „ao — - _�. "� WATER ROFILE IMPROVEMENTS 14 ° �, PLAN AND PROFlLE WATER LINE 5 ROAD AC' JON r20 zoos-era i*,,,5 WatS . gr,UNIM SEC!.- in,PAVEMENT SECTION 1 Ot °-s".D VII : S'1:0PL1'a'f i SOWN-LESUZZBE,..IMISTINC ROADwAv ... SAW CUT PRMR TO TRENCHING-itv SOWN WHENEVER THE EXISTING PAWD '''...'''''' •.• ralnRART7 41e4No DIANE COAT MATCH EXISTING 1,4.;,, TRENCH WIDTH.., TZT.°V.,'rx, SHOULDER AND OR TRAWL LONE(S)ARE DISTIRDED OR DAMAGED N ANY WAY. THE ENTRE IND.Of THE PAVED /ERA A° DIST,.PAVEMENT-, SHOULDER..ID/OR TRAVEL LANE(S) SHALL BE RECONSIRUCTED PER THE / f Mja 00502005 DETAIL ON THE LEFT. , .....,..........7,7,.." • • ... ,111111A111.1al r Ac.EANmENT ma v liiiiii/iiiiMM. ...... f 2 MAKE IV.CUT BACK A E EDGE . In''----'"''''''''''''' S•ASPHKT CONCRETE BASE COURSE IIII".." OF TRAVEL LANE(.ITE LINE)AND/OR ZU';'0711'E"'PLSAMIE(N7LOTWA r''WE III CONTRACTOR SHALL REPLACE THE.ITE STRIPE AND/OR YELLOW STRIP WTI MATERIAL AND SIZE MATCHING 1HE Wp n..Too so, til E.STING STRIPE AT BOP,ENDS OF O-IF i i. VARIES .......... IIIIII I---i 4 CONSTRUCTOR AREA. it_ A -Fa:a,- SELECT TRENCH BAGNFILL WArERIAL WATERUNE t_ i - .__.i_.._._. ,__-..: TRENCH NACKFILL NATURAL-4•-- PIPE .ALAT,ERAI..„COSPION - 11111111 112 %'■=7:7ATER Milk ) =14%Twos .... 2 Z 771rIZO,Z,,s'In t,E,AITA,,;r1t=2%1:14rexonv , WINE= 1.41TERIN_'A' TRENCH BA.,IAAITRIA1...., 1 SAND ECILINALENT(S E).,BO •i :;MTE:B*,:c4-171 'rrPOR TRENCH WIDTH SEE TABLE 300-I.PAGE B WHERE AN EXISTING ORNEWAY M PAVED. '...'"1"Sr.114 VTTE'LLTSM IIHAN THE AR.BEING FILLED AND IN NO GSE NIV2ARWATaTt'070'172 THE DRNEWAY SHALL BE RESTORED TO 'IlrETMTIN"G O.Ru°'1Z.''''''''''" SICALL THE S.E.BE<2 REGARDLESS OF WHERE IT IS USED 2 S.MAXIMUM IJETS 7 1,0,,OZLDItARTE:Rit_MAY OE USED OUTSIDE 3 95X COMPACPON C WHERE EXISTING DRNEWAY IS PAVED,THE ''''''.1'Cr‘''''F DRNEWAY SI-411.BE RESTORED AS SHOWN I S.E 2 25 7 FOR MINIMUM WATER MAIN COVER SEE TABLE ppovc 2 B.MAXIMUM LIM 100-3.PAGE 102.4 WATER SYSTEM 3 95X COMPACTION STANDARDS DATED 2002 WAIER__SEMALL1.0.51-...1_116.211.1. D grTI7C;'(VEZLII-48"71ZRSIEZZE"THE I PRONDE B.MIN/I.,IUM CUSHION MATERIAL_AROUND WATER SERVICE LATERALS COMENCEMENT OF ANY WORK 7 CUSHION MATERML SHALL BE NO.•SAND OR OTHER MATERAL APPROVED . r WHNEIrlS°1VORIVIEWAY IS conoc-mo-rE. BY THE COON,Of HAWAII.DEPARTMENT Or WATER SUPPLY ,THICK CONCRETE RENFORCED WI, rzvrz 00'.14.1.-ozolos,4-- TYPICAL WATER I INE TRENCH AND PAVEMENT TYPICAL TRENCH ,ASc PAVEMF11 REPAIR DFTAII REPAIR DETAIL STATE HIGHWAYS) NTS ,,.z,:.,........„...z.;„:, ..,.... DEPARTMENT OF WATER SUPPLY .'V.:"• * COUNTY OF HAWAII I „ PRO.ECT. KONA OCEAN VIEW PROPERDES .....--:.,---::::::::= WATER SYSTEM IMPROVEMENTS 15 .0 I ,.2,,,1.'74''--- 1RENCH AND PAVEMENT REPAIR DETAILS a g 508 RN. 2008-000 1r C. ,- MATERIAL SCHEDULE r 2-2.90.BENDS 4 6 _Co V,UNE 4.MEM/.neecww•SUSPIN.VAL,,cue.an-wwe eta KC I ■■••■•■ .... T at !MEI___11=1 47golm- -,.,-,..- _ .--' ---t--.., .111n11".11111•111•111111 STD DET NH 14 ' ...W.W.W....V.,............................. fe.e.W.V.W.V.,.........,.........W.W...........,. A'qlt WM.Win-WU a•NOS•1./VALvE BOx•W. - Ph aae a,.RECUM,V..1,SUS_11/.1001 EUIVS *r e 'D Nlift:,. A ffor' 4) .1 11 4' I .... ........ .... ,........nee.awes•oat maw co'.oLoo.cl •Pal 40.4..e FLITc7e IiirWit„II cowc BLOCK it Zlillii0 MN I sit. 1•0=,V.6.1'1= .M.116,.....411111iiiiii M Il ' 'I.'C'D•1174‘........1107;r 1 LIT:Of We I k. SE 510 Da VI 0 e MESS.ROWING.•51.6.•IC V.,see cuvaw woola)as e II= IS. 0(D 0 i. .i 1.-- 1115=-- , LIR NAM. 41110:;***:*K:K:i:K:::i:;:i*:,:k:::i:::::i:::::.,***::;:i:i :, • 3 e MD LOX P.31 NO C.3.-n . . 14:I iti:§:EMSKOMMOK*EV:i: , A e Ma.PR r LOW.ap.VE Ur..FoR...Man J ) 'I'il II 11 'i-I 5 2,1.PAPM,C-f ® 18.5:•......■.■=1== W.-- ... IL ■_ =ww •T' 7 e WU VN.K.SCVMEO IP 1\ 1 011"5"9112121 II 9 1 0,4 6 , =1, , 6 -_ 1 , - p;.:,::,.............................. 4.:X4.:4.:44:::::::::•:.:•:•::•:.*:•:•:•:•:•:440::,..:, A e RIANI AMP,c-, RM3'BARKERS--, 'L- ==;..;.;=:::•=211 '.7'...E....9.a... , ELE.Et.OW 1 ',... --- --- I i -_ a r war cow.BMW 24 r nemsunE M.O.we,cur.poc-71.a 4 1..NC RANI.20-.10_. c-''''''PAVEMENT-.- --. /-q-• I.:-.-°."r' T-4.NTS AC PAVEMENT = NOTE HATCH SKALL BE'DIV T.. MANUEACIURED BY SYRACUSE 'LGo O a 1 1/2 x X'COPP STOP -11016 CASTRO SALES CORP.OR APPROVED MAL INSTALLATION SR.RE .,4...___. '- RECIUREMENTS 32 i•NP vALVE VW CNC BLOCK ' 4, COW BLOCK 33 B.CAW VALK.11.1 W/RETAIER SLAVS•wAALW Box s IXNER NAN , 1•-x-eni.,n,....,7r Foima ta...5 cor.c lOCX PRESSURE REDUCING VALVE DfTAII "DID'STYLE HEAVY DUTY 60"x 68* 6 ALUmiNuy H6TCH COVER PLAN SC..1 .1-0 Noas 1 "DIV SME HEAW DUTY 60.X wa• ALUMINUM KATCH.klANUFACNREO I /-grretrALTZEIr I CWT.VALVES SNAll BE EOUIPPED W.EPDXY COOK INTERNALLY ARO EXTERNALLY MILI 1,11,WIVE POSITION 7,7,s,,,,T,,..,-,z, „. ,i,,,,R SYRACAED CEASTRD.sy s CORP INDIC..ORS (MI.,/ 2 PRESSURE REDUCER SEnNOS 4.- 50 PSI 3 cRo 5Atuc5 To PSI 4 W.‘-ElliFill- 1....i; CR.RIME 11 To 211 PS/ il ,•• i i IN ------' "'°. CONC S. • kir A v , 'NW sTrLs HEAve ovn 55,sa. 01Intomen II....a■61.ek,:ramie:am=Ill 14, 111112) ALUMNI.HATCH MANUFACTURED EN ''- - 0.HOLLOW DU E.i■I illEA In SYRACUSE USTI.SALES CORP OR APPROVED EOUAL INSTALLATION SHALL BE IN ACCORIANCE W.■VNUPACTIJRES CONCRETE MEW. 411111. 411M. (SILCOVER PLAN) I COMPACTED . &SE COURSE ELEVATION al 1.1 iti I IIP Ma' I , 4" OP RF SSURE REDUCING VALVE UNif 1 COMERS Rao MANHOLE :•:•;.:4 ,.. ..!,...%-f.BARS• UPSTREAAI D to MO PSI 4:.4 IC OC ,_ 1_,PE___. ••••• f- 6 if,.%.,: . a.:...... R,,NJ_ LIS) B": :Z 6._ lo I 1/4.PEI OCK.UNION *. ''(12 SO C,OCe., .,,,,-. x- 11 A i _ 1 8,t"..,,... BRASS i .. -1/4.90 MASS ELBOW 4D leo MEM ,;(-7,,,-''...,.„ DEPARTMENT OF WATER SUPPLY -0.01 PPE W.NC-CC PIPE NOTE B VORETrE -- .2. ' IIISE20: to • * i COUNTY OF HAWAII CIA-VAL Boss-,/1=--1 ... .,o.,,,,,,,,,, OUTLET TO VB.METER BOX•COVER W/2 97 COPPER ELBOWS (SEE PUN ABOVE) 'd 1 _ W.•,,v'. ".■-'1.)''''': DE7A1"B" DETAIL'A' il ____.stfla PROJECT KONA OCEAN VIEW PROPERTIES .. ' WATER sTsitM IMPROVEMENTS 16 II PRESSURE_GAUGE SCALE NTS r_PRESSURE RFI IFF OFTAII SC..WS TYPICAL BOX SECTION ?toe,T 07..7-- I ew,• 2"AND 4"PRESSURE REDUCING VALVE UNIT Of t HA 6. 2005-934 .* aSARIERarAREALS F=111"07SANDALBSAGS Al TEMPORARY ER09011 CONTROL FOR ALL DISTURBED SLOPE AREAS IS TO CON9ST OF a ,, 1,Bc,Rf,;:750 TOM OF SLOPE MUST BE 4 INCHES MAX SILT FENCE MAY BE USED IN UEU Of SAND SEEDING MTH ANNUAL RYEGRASS PERMANENT EROS/ON CONTROL IS TO CONSIST Of RE-VEGETATON OF ALL DISNIRBED SLOPE BAGS AT TOE Of SLOPE AVOID DISNRBING EXIST,.VEGETATION TO THE EXTENT AREAS TO MATCH ERISENG PLANTINGS BE)01;1 SNOULDEil PAVEMENT. PRACTICAL(RCP) SEE SANO BAG BARR. SANDBAGS AND/OR SILT FENCE ARE TO AND WATER UNE IMPROVEMENTS DETAIL DRS SHEET REMAIN IN PLACE UNTL VEGETATON IS . 1M ESTABUSHED(TYP 1 11 , gAD . I ... . •I )) RPM 0 40'0 C '/A)R‘STr-!04:0=11CAAVR r1.1 ' ,1 ' , , I ENO SHOULDER .) , PAVEMENT Ef)S11.0 DOB. 3 R1.1P•ZO OG KEY PI. ' -1 _ ...:,,i - ,•:-,.„-, -.,..:rrri..,3.-,lorPrfi-mmernmi**1■*-5,itr-- 11. 11/CC —TO NAIL. 'P.M . TO WAIMEA- ___--------------_--- _... __ IA) PROCADE FULL R;11)111•SNOULDEV'' ,r, RECONSTRUCTION FOR DETAILS SEE 141A•r,.,,Vs...)sfiTrfml-j-1, SHT 3 TRENCH BAG.,AND COLD PATCH •", (rn.) ro" .C.. ))..): :••■ • •AL. R ■•1 LEGEND STATE R OW cco,Dc, SAND BAG SEDIMENT BARRIER ----sZrODER I .-I'Cl■UAL'OIR-1 FILL SLOPE CE SANO BAG BARRIER AT PLACE SAND BAC BARRIER AT ;I, -7LFrIC'T)AI gMTTRRBEArAIW' TOE Of SLOPE ALONG ENTRE LENGT.1 OF DISNRIBED SLOPE D WAY II • II (INCLUDING RIVES)PLACE AREA(W ATER IATERAL Il BAGS TOW,AND OVERLAP SO THAT NO GAPS ARE EMDENT IN ORDER TO RETAIN SEDIMENT LOCATIONS) PLACE BAGS TONT,AND OGERLAP NTH NO q ,o, ll GAPS...ENT IN ORDER TO RETAIN SEDIMENT I• 1 ALL CONSULTANTS INVOLVED VATH ANY STATE CONSTRUCTION PROLECT OR PERMIT PROJECT WHIN THE STATE HiCHWAYS RIGHT-OF-WAY ARE REQUIRED TO OBTAR1 AND Ill 6)'''' ll HAVE A CO.PY OF THE HAWAII DEPARTAENT OF TRANSPORTATION.HIGHWAYS DO.1SION Ii 0 -ro.,Euroft REST MANAGEMENT PRALT,F■FD MANII,),L1 AND.3),ER RE.ATINGS9 9111 EROSION sw.r.,...n,MD CRUM IN,.OF IME CI,AND COUNTY OF HONOLULU THE HAW.DEPARTMENT OF TRANSPORTATON.HIGHWAYS DIMSION 1CONSTRIICTION BESt 5AND BAG BARRIER - PLAN le.,,,,,,,,,o.PRAfTIO.FIFID MANUAL.CAN BE DOWNLOADED FROM THE WEB SITE AL •Plta//www•tonnwalerluimel)COT(recourres. SCALE NTS 2 NE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY BMP MEASURES UNTIL TIE ENTRE / AREA IS COMPLETELY STABILIZED ALL 1111.MEASURES SHALL BE REMOVED IMMEDIATELY .1ER TME AREA IS COMPLETELY STABILIZED 1 ' L,;47E'MATZLIIVrAjPana,7%."1Z,',"Z,A az -.......)).)._). I • SI1T FENCE AND/OR SAND BAGS SHALL BE LOCATED DOWNSTREAM OF THE WORK AREA AND SHALL REMAIN IN P4CE UN,PERMANENT STABIUZATION Of TIE AREA IS COMPLETE SILT RENDES AND/OR SANDBAGS SHALL BE LOCATED SO AS NOT TO CREATE A GUAR/ONE HAZARD NOTE i 7,A I cmc ocmm ---117,7111,.... BAG BARRIER AT TOE OF SLOPE(SEE SILT FENCE ---------...._-_ DEPARTMENT OF WATER SUPPLY 2f.'..t.4.' 00000 r,.),,,V4kr:=0.TE..% .0. COUNTY OF HAWAJI BEEN STABILIZED WM PAGING OR PERMANENT —._...... 4:Z) I ..1ATON CONTRACTOR IS TO REMO.BARRIERS ONCE AREA IS STABLE SAND BAG BARRIER -,ILEMAILON. PROJECT KONA OCEAN MEW PROPERTIES SCALE NTS .i...-..-:--...,:-÷.:....a.,-- WATER SYSTEM IMPROVEMENTS 17 A SCALE_NTS .. /2,.)46, rPKAN LAM AAHOA HIGHWAY SANDEAQIBEHIER1EIAL (STATE ROW) 17 f 0--- JOB NO. 2000-934 g, TMK PROPERTY OWNERS 3/19/2013 TMK OWNERS CONTACT ADDRESS DWELLING Income Survey Situs Address 7-2-08:001 Miller,Robert L.;Miller,Robert L Trst 72-1110 Puukala Road Kailua-Kona HI 96740 1 1 72-1110 Puukala Road 7-2-08:002 Brown,Janet Wells;Brown,Keith 72-1104 Puukala Road Kailua-Kona HI 96740 0 1 72-1104 Puukala Road 7-2-08:003 Brown,Janet Wells;Brown Keith 72-1104 Puukala Road Kailua-Kona HI 96740 1 1 72-1104 Puukala Road 7-2-08:004 Kuhns,Leah;Shander,Dina 3325 W 111th Loop Unit A,Westminster CO 80031 1 1 72-4003 Puukala Road 7-2-08:005 Pattengill,Douglas R;Pattengill,Nancy H P.O.Box 3450 Kailua-Kona HI 96745 1 72-4007 C Road 7-2-08:006 Resetnikov,Lindsay;Resetnikov,Yurik, 72-4011 Rd C Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-4011 C Road Rice,Richard William 7-2-08:007 Francisco,Edgar/Agnes Trst 72-4015 Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-4015 C Road 7-2-08:008 Starsong,Alicia A;Starsong Daniel K 72-4019 Mamalahoa Hwy Kailua-Kona 96740 1 1 72-4019 C Road 7-2-08:009 Fowler,Glen John 72-4018 Mamalahoa Hwy Kailua-Kona HI 96740 1 72-4018 C Road 7-2-08:010 1 Davis,Shawna Fischer P.O.Box 4774 Kailua Kona HI 96740 1 72-4016 C Road 7-2-08:011 Dankanyin,Marcia Kendall and Douglas John P.O.Box 3278 Kailua Kona,HI 96745 1 1 72-4012 C Road 7-2-08:012 Bollinger,Laura 2658 Morning Grove Way,Thousand Oaks CA 91362 1 72-4008 C Road 7-2-08:013 Madsen,Peter Trst 72-4004 C Rd Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-4004 C Road 7-2-08:014 Jama Investments LLC 1436 Young St.Ste 311 Honolulu HI 96814 1 72-1080 Puukala Road 7-2-08:015 i Fuhrer,Raymond Michael 72-981 Puukala Road Kailua Kona HI 96740 1 72-981 Puukala Road 7-2-08:016 Salons,Danielle Kathleen:Salons.Pierre P.O.Box 375 Bolinas CA 94924 0 72-985 Puukala Road Sauveur 7-2-08:017 • Simmons,Garry Scott P.O.Box 1613 Kailua-Kona HI 96745 1 1 72-989 Puukala Road 7-2-08:018 Malmstrom,Sandra 72-993 Puukala Rd Kailua-Kona HI 96740 1 1 72-993 Puukala Road 7-2-08:019 Eoff,Garry r Eoff,Karen M P.O.Box 1602 Kailua-Kona HI 96745 1 72-1079 Puukala Road 7-2-08:020 Bottrell,Susan L;Bottrell Thomas W 72-1085 Puukala Rd Kailua-Kona HI 96740 1 1 72-1085 Puukala Road 7-2-08:021 Chasey,Lisa;Evans,Peter 72-1089 Puukala Rd Kailua-Kona HI 96740 1 72-1089 Puukala Road 7-2-08:022 Ching,Kendall A;Ching Kevin A 14792 Attboro PI Tustin CA 92780 0 72-1095 Puukala Road 7-2-08:023 Bagwell,Barbara;Bagwell,John Wesley Jr. P.O.Box 5346 Kailua-Kona HI 96745 1 1 72-1099 Puukala Road 7-2-08:024 Conn,Leodora G P.O.Box 2268 Kailua-Kona HI 96745 1 1 72-3986 B Road 7-2-08:025 Rogers,Jesse Jerome and Misato Moki 73-4840 Kanalani St.Ste Al Kailua Kona HI 96740 1 72-3990 B Road 7-2-08:026 Pawasarat,Juliann Marie 914 N Kenneth Dr.Green Valley AZ 85614 0 72-3992 B Road 7-2-08:027 Mekawa,Chieko J Trst. 72-3996 Hawaii Belt Rd.Kailua-Kona HI 96740 1 1 72-3996 B Road 7-2-08:028 Grace,Lorelei;Grace,Ryan 72-1115 Hawaii Belt Rd.Kailua-Kona HI 96740 1 72-1115 Puukala Road Chock,Bonnie W L;Chock,Cathy W A;Chock, do Chock Bonnie Wai Lung ETAL 3304 7-2-08:029 W L;Chock,Cliford Y C;Chock,Galen Y K; Bonnie 1 72-3995 B Road Kamaaina Dr.Honolulu HI 96817 Chock,Gary Y K;Chock Ronald Y S 7-2-08:030 Harvey,Verna Ellen;Johnson,Richard Call 72-3991 Mamalahoa Hwy Kailua-Kona HI 96740 1 72-3991 B Road 7-2-08:031 Kenny,Marny Louise and Vaugh Gordon 74019 TWP Rd 710 County of GP NO.1 Alberta, 1 72-3989 B Road Canada 7-2-08:032 Miranda,Cheryl Kay P.O.Box 1123 Kailua Kona,HI 96745 1 72-3998 E Hawaii Belt Road 7-2-08:033 Victorino,Belinda J;Victorino,Leroy D 75-5870 Walua Rd Ste.100 Kailua-Kona HI 96740 1 72-3974 Hawaii Belt Road 7-2-08:034 Honda,Yoshiko Trst do Valerie C Nara Successor Trustee 611 40th Ave. 0 72-3988 Hawaii Belt Road San Francisco,CA 94121 7-2-08:035 Malapit,Caton Caron 72-3990 Mamalahoa Hwy.Kailua Kona,HI 96740 1 72-3990 Hawaii Belt Road 7-2-08:036 Maekawa,Chieko J Trs. 72-3996 Hawaii Belt Rd.Kailua-Kona HI 96740 1 72-3992 Hawaii Belt Road 7-2-08:037 Berdon,Joselyn;Berdon,Clinton K 72-3994 Hawaii Belt Rd.Kailua-Kona HI 96740 1 72-3994 Hawaii Belt Road 7-2-08:038 Comes,Flora;Gomes,Richard A 73-4645 A Mamalahoa Hwy Kailua-Kona Hi 96740 1 72-3998 Hawaii Belt Road 7-2-08:039 Downing,D L Trst,Downing,Elsie Trst 16209 Mikahala St.Keaau,HI 96749 1 72-4402 Hawaii Belt Road 7-2-08.040 Stephens,Candy Lei K;Stephens,Hayden B do Stephens Hayden B/Candy L K 72- 1 1 72-1081 Puukala Road 1081 Hawaii Belt Rd.Kailua-Kona HI 96740 7-2-08:041 Unger,David Leonard and Neilani Kai 72-4020 Mamalahoa Hwy Kailua-Kona HI 96740 1 72-4020 Road C Page 1 of 3 TMK OWNERS REV 3-19-13 eXN [ . ST „ SCI TMK PROPERTY OWNERS 3119/2013 TMK OWNERS CONTACT ADDRESS DWELLING Income Survey, Situs Address 7-2-09:001 Kobayashi,Betty S Trot;Kobayashi Earl H Trst 76-6250 Plumeria Rd.Kailua-Kona HI 96740 0 72-997 Puukala Road 7-2-09:002 Stockel,Arthur F/Annedorthe Trst.,Bell, 72-1001 Puukala St.Kailua Kona HI 96740 1 1 72-1001 Puukala Road Nanette Suzanne Trst 7-2-09:003 Shinn,Alan L;Muller,Virginia M 2429 Mcgee Berkely CA 94703 0 1 72-1005 Puukala Road 7-2-09.004 Fletcher,Joshua M and Miho I 72-1009 Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-1009 Puukala Road 7-2-09:005 Mench,Pali L 72-1011 Puukala Rd Kailua-Kona HI 96740 1 1 72-1011 Puukala Road 7-2-09:006 Shaw,Kelly Denise;Shaw,Kevin Charles 72-1017A Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-1017 Puukala Road 7-2-09:007 Kaneshiro,Jan R P.O.Box 524 Holualoa HI 96725 1 1 72-1021 Puukala Road Fletcher,Charles Rickey;Fletcher,Ellen 7-2-09 008 Marsha;Fletcher,Joshua Matthew;Fletcher 72-1023 Puukala Rd#16 C Kailua-Kona HI 96740 0 72-1023 Puukala Road Miho Imada 7-2-09:009 Labrousse,Russel A,Labrousse,Theresa M 72-1025 Puukala Rd Kailua-Kona HI 96740 0 1 72-1025 Puukala Road Trst 7-2-09:010 China Trade LLC 7477 W Lake Mead Blvd Ste.170 Las Vegas NV 0 72-1027 Puukala Road 89128 7-2-09-011 Mckerlie,Kathleen E Trst 72-1031 Puukala Road Kailua-Kona HI 96740 1 1 72-1031 Puukala Road 7-2-09:012 Coleman,Thomas 8975 Lawrence Welk Dr#331 Escondido CA 92026 0 72-1035 Puukala Road 7-2-09:013 Hamilton,Catherine 72-1039 Mamalahoa Hwy Kailua-Kona HI 96740 1 1 72-1039 Puukala Road 7-2-09:014 Pacific Rim Education Foundation Inc P.O.Box 1045 Kailua Kona,HI 96745 0 N/A 7-2-09-015 Ching Family Trst c/a Ching Albert/Donna 1560 N Michillinda Ave 0 72-1043 Puukala Road Pasadena CA 91107 7-2-09:016 Ching Credit Trust 8745 Palm Creek Drive,Rosemead CA 91770 0 72-1047 Puukala Road 7-2-09:017 Calderon-Mastros,Family Trst 26.0 S San Gabriel Blvd Pasadena CA 91107 1 72-1051 Puukala Road 7-2-09:018 Emmerling,Nina M Trst P.O.Box 2055 Kailua-Kona HI 96745 1 1 73-1055 Puukala Road 7-2-09:019 Holdbrook,Jacquelyn S;Holdbrook,Darrel M P 0.Box 3319 Kailua-Kona HI 96745 1 1 73-1059 Puukala Road 7-2-09:020 Nestor,Clarence S;Umu,Harriette H, Cacal, 72-3998 HI Belt Rd Unit S,Kailua Kona,HI 96740 1 1 73-1063 Puukala Road '. Cecil W;Nestor,Bernadine 7-2-09:021 I Ballard,Bruce L;Ballard,Melanie K 370 Veronica Ave.Sparks NV 89436 1 1 73-1067 Puukala Road 7-2-09:022 Stockel,Arthur F/Annedorthe Trst;Bell, 72-1071 Puukala Rd Kailua-Kona HI 96740 1 1 73-1071 Puukala Road I Nanette Suzanne Trst 7-2-09:023 Harlow,Pamela Lynn;Ritter,Richard Allen P.O.Box 4616 Kailua-Kona HI 96745 1 73-1075 Puukala Road 7-2-09:024 Tanoai,Alfred;Tanoai,Marlis M 72-982 Puukaala Rd Kailua-Kona HI 96740 1 1 73-1074 Puukala Road 7-2-09:025 Szedip,Stanley R Jr 72-1070 Puukala Rd Kailua-Kona HI 96745 1 1 73-1070 Puukala Road 7-2-09:026 Dawrs,John E;Dawrs,Gail A B 75-1106 Keopu Mauka Dr Holualoa HI 96725 1 73-1066 Puukala Road 7-2-09:027 Fong,Kooney;Uterra,Norma C,Chun, P.O.Box 1645 Kealakekua HI 96750 1 73-1062 Puukala Road I Lawrence Decd 7-2-09:028 Johson,Shawn Leroy P.O.Box 5466 Kailua-Kona HI 96745 1 73-1058 Puukala Road 7-2-09.029 Kawamoto,Maverick M P.O.Box 736 Kealakekua HI 96750 1 1 73-1054 Puukala Road 7-2-09:030 Keefe,Yoshie W;Keefe,Neil D 21 Broadway Lynn MA 01904 1 1 73-1050 Puukala Road 7-2-9:031 Breen,John M Jr;Breen,Orowan P.O.Box 354 Kailua-Kona HI 96745 1 1 73-1046 Puukala Road 7-2-9:032 Dayton,Linda 72-1042 Mamalahoa Hwy Kailua-Kona HI 96740 1 1 73-1036 Puukala Road 7-2-9:033 Taylor,Matthew Allan;Taylor,Paul E; 23 Terrace Cir.,Hilo,HI 96720 1 1 73-1026 Puukala Road Thomason,Barbara Faye _ 7-2-9 034 Llanes,Donald Ray Trust 72-1018 Puukala Rd.,Kailua Kona,HI 96740 1 73-1018 Puukala Road Louenzuela,Douglas,Valenzuela, Roberta P.O.Box 1962 Kailua-Kona HI 96745 1 1 73-1014 Puukala Road 7-2-09:036 Bowen,Peggy Ann P.O.Box 3566 Kailua-Kona HI 96745 1 1 73-1010 Puukala Road 7-2-09:037 Youderian,Harvey R,Youderian,Lovena I 76-177 Royal Poinciana Dr Kailua-Kona HI 96740 1 1 73-1006 Puukala Road 7-2-09:038 Eveland,Virginia Frazier Trst 72-998 Puukala Rd.Kailua-Kona HI 96740 0 1 73-1002 Puukala Road 7-2-09:039 Eveland,Virginia Frazier Trst 72-998 Puukala Rd.Kailua-Kona HI 96740 1 1 73-998 Puukala Road Page 2 of 3 TMK OWNERS REV 3-19-13 TMK PROPERTY OWNERS 3/19/2013 TMK OWNERS CONTACT ADDRESS DWELLING Income Survey Situs Address 7-2-09:040 Cabral,Cynthia L 72-992 Puukala Rd Kailua-Kona HI 96740 1 1 73-992 Puukala Road 7-2-09:041 Aopo Of Kona Ocean View Properties _ Sr-Rdwy 0 7-2-09:042 W interkamp Antoinette R P.O.Box 619 Kealakekua HI 96750 1 1 73-1032 Puukala Road 67 44 Page 3 of 3 TMK OWNERS REV 3-19-13 Exhibit C DESCRIPTION OF ASSESSMENT UNITS AND METHOD OF ASSESSMENT All terms used and not otherwise defined below shall have the meanings set forth in the foregoing Resolution to which this Description of Assessment Units and Method of Assessment is attached as an Exhibit. Description of Assessment Units For purposes of the Improvement District, the term "assessment unit" shall mean a duly subdivided parcel of land or condominium unit within the Improvement District bearing a unique tax map key number. The assessment units are currently comprised of TMKs 7-2-008:1-41 (excluding lot 39, which is not part of the Subdivision) and TMKs7-2-09:1-42 (excluding lot 41, which is the road lot), as identified on the Preliminary Assessment Roll attached as Exhibit B to the foregoing Resolution, it being understood that such assessment units are subject to subdivision or consolidation from time to time as provided in Section 12-30, Hawai`i County Code 1983 (2005 Edition, as amended). Method of Assessment Each assessment unit existing as of the date that assessments begin to accrue on assessment units within the Improvement District shall be subject to an assessment calculated by dividing the "net project costs" (as defined below) by the number of assessment units within the Improvement District as of such date, subject to adjustment in the event of subdivision or consolidation of assessment units as provided in Section 12-10, Hawai`i County Code 1983 (2005 Edition, as amended). For purposes of the foregoing, the term "net project costs" shall mean the cost of designing,constructing and installing the Special Improvements(including related administrative and financing costs), less any grants which reduce the actual costs of the Special Improvements to the County. By way of example: (i) The current budget for the Special Improvements reflects a total cost of the Special Improvements of $1,569,369 and a $353,369 grant from the U.S. Department of Agriculture Rural Development to be applied against such costs, resulting in net project costs of$1,216,000; and (ii) The Preliminary Assessment Roll indicates that there are eighty-one (81) assessment units in the Improvement District. Assuming that the net project costs and total number of assessment units are as indicated above, the assessment for each assessment unit would be $15,012.35 (i.e., $1,216,000 ± 81 = $15,012.35), subject to adjustment in the event of subdivision or consolidation of assessment units as referred to above. C-1 EXH i C Maximum Proposed Assessments The maximum proposed assessment for each assessment unit is $15,012.35, assuming net project costs of $1,216,000 as currently budgeted and a total of eighty-one (81) assessment units as indicated in the Preliminary Assessment Roll, subject to adjustment in the event of subdivision or consolidation of assessment units as referred to above. Current Owners of Assessment Units The current owners of assessment units within the Improvement District are identified in the Preliminary Assessment Roll, it being understood that property ownership and the recordation of ownership of assessment units by the County of Hawaii Real Property Tax Division may be subject to change and/or revision from time to time. C-2 .-,,ii b : RUS Bulletin 1780-26 Attachment G Page 1 Bid Form Project Identification: Kona Ocean View Properties Water System Improvements Contract Identification and Number: DWS Job No. 2008-934 TABLE OF ARTICLES Page Article 1 -Bid Recipient 1 Article 2-Bidder's Acknowledgments 2 Article 3 - Bidder's Representations 2 Article 4—Bidder's Certification 3 Article 5 -Basis of Bid 4 Article 6-Time of Completion 8 Article 7-Attachments to Bid 8 Article 8 -Defined Terms 9 Article 9-Bid Submittal 9 ARTICLE 1 -BID RECIPIENT 1.01 This Bid Is Submitted To: Department of Water Supply County of Hawaii 345 Kekiianao`a Street,Suite 20 Hilo,Hawaii 96720 1.02 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in the Bid and in accordance with the other terms and conditions of the Bidding Documents. 1.03 A prospective bidder must file a written notice of his intention to bid in the Office of the Manager-Chief Engineer, 345 Kekuanao`a Street, Suite 20, Hilo,Hawai`i,at least ten(10) calendar days prior to the date designated for opening of bids as required by Section 103D- 310 of the Hawai`i Revised Statutes and Hawai`i Administrative Rules Section 3-122-111. 1.04 All bids for this project shall be enclosed in a sealed envelope as provided by the Department of Water Supply and marked: JOB NO.2008-934 CONSTRUCTION OF THE KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS District of North Kona County of Hawaii—State of Hawaii The bidder shall use ink to fill all blank spaces provided for in the bid. 00410-1 RUS Bulletin 1780-26 Attachment G Page 2 1.05 If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, he may submit to the Manager-Chief Engineer a written request for an interpretation thereof. Any interpretation of the proposed contract documents will be made only by addendum,duly issued and a copy of such addendum will be mailed or delivered to each person receiving a set of such documents. The Department of Water Supply of the County of Hawai`i will not be responsible for any other explanations or interpretations of the proposed documents. ARTICLE 2-BIDDER'S ACKNOWLEDGMENTS 2.01 Bidder accepts all of the terms and conditions of the Advertisement and Instructions to Bidders, including without limitations those dealing with the dispositions of Bid security. The Bid will remain subject to acceptance for 180 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner. ARTICLE 3-BIDDER'S REPRESENTATIONS 3.01 In submitting this Bid,Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of which is hereby acknowledged: Addendum No. Addendum Date 1/28/2013 B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local,and Site conditions that may affect cost,progress,and performance of the Work. C. Bidder is familiar with and is satisfied as to all Federal, state,and local Laws and Regulations that may affect cost,progress,and performance of the Work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazard Environmental Conditions,if any,at the Site that have been identified in SC-4.06 as containing reliable"technical data." E. Bidder has considered the information known to Bidder;information commonly known to contractors doing business in the locality of the Site;information and observations 00410-2 RUS Bulletin 1780-26 Attachment G Page 3 obtained from visits to the Site;the Bidding Documents;and the Site-related reports and drawings identified in the Bidding Documents,with respect to the effect of such information,observations,and documents on(1)the cost,progress,and performance of the Work; (2)the means,methods,techniques,sequences,and procedures of construction to be employed by Bidder,including applying the specific means,methods,techniques, sequences,and procedures of construction expressly required by the Bidding Documents; and(3)Bidder's safety precautions and programs. F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that any further examinations,investigations,explorations, tests,studies,or data are necessary for the determination of this Bid for performance of the Work at the price(s)bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of the Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. J. Bidder will submit written evidence of its authority to do business in the State or other jurisdiction where the Project is located not later than the date of its execution of the Agreement. ARTICLE 4-BIDDER'S CERTIFICATION 4.01 Bidder further represents that: A. This Bid is genuine and not made in the interest of or on the behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group,association, organization,or corporation; B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; C. Bidder has not solicited or induced any individual or entity to refrain from bidding;and D. Bidder has not engaged in corrupt,fraudulent,collusive,or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D: 1. "corrupt practice"means the offering,giving,receiving,or soliciting of any thing of value likely to influence the action of a public official in the bidding process; 00410-3 RUS Bulletin 1780-26 Attachment G Page 4 2. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of Owner,(b)to establish bid prices at artificial non-competitive levels,or(c)to deprive Owner of the benefits of free and open competition; 3. "collusive practice"means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner,a purpose of which is to establish bid prices at artificial,non-competitive Ievels; and 4. "coercive practice"means harming or threatening to harm,directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. ARTICLE 5-BASIS OF BID 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): Furnish and install the following items in place,including all trench excavation,pipe cushion materials,backfill,concrete blocks,pipe nipples,fittings,valves, concrete jacket,chlorination, pavement repair, chip seal repair,driveway repair,asphalt berm replacement,traffic control and all incidentals necessary to complete the work per plans and specifications. All pipes shall be ductile iron pipe,Class 52,push-on joint unless otherwise specified. All fittings shall be ductile iron,mechanical joint, Class 250 unless otherwise specified. All work shall be according to the Plans,Specifications,and State of Hawaii,Water System Standards,dated 2002,as amended,in place complete and ready for use. Item Estimated Bid Unit No. Description Unit Quantity Price Bid Price Lump Sum for mobilization; demobilization;field investigations;traffic control;Best Management Practices; measurements and testing;delivery hauling and removal of heavy equipment; and 1 cleanup and finishing LS LS $32, 000 $ 32,000 2 8"Ductile Iron Pipe in place complete LF 1,028 $ 98 $ 100,744 3 6" Ductile Iron Pipe in place complete LF 3,620 $84.3 0 $ 305,166 4 8"x8"x6"DI Tee,MJ in place complete EA 3 $ 500 $ 1,500 5 8"x6"DI Reducer,MJ in place complete EA 1 $ 200 $ 200 6" 45 Deg DI Horiz. Bend,MJ in place 400 1,2 0 0 6 complete EA 3 $ $ 004I0-4 RUS Bulletin 1780-26 Attachment G Page 5 Item Estimated Bid Unit No. Description Unit Quantity Price Bid Price 6" 22.5 Deg DI Horiz.Bend,MJ in place 7 complete EA 3 $ 400 $ 1, 200 6" 11.25 Deg DI Horiz.Bend,MJ in place 8 complete EA 5 $ 400 2, 000 $ - 6"DI Cap,MJ,Tapped 2"IPT in place 9 complete EA 3 $ 300 900 $ 8" Gate Valve,MJ,w/Box& Cover in 10 place complete EA 6 $ 2,3 0 0 $ 13, 800 6" Gate Valve,MJ,w/Box& Cover in 11 place complete EA 5 $ 1, 700 $ 8, 500 1" Air Relief Valve Unit w/Box&Cover 12 in place complete EA 5 $ 2 800 $ 14, 000 2" Clean Out Unit w/Box&Cover in place 13 complete EA 3 $ 2, 000 $ 6, 000 Fire Hydrant Unit Layout"A",including all tees, valves,joint restraints,blocks, blue pavement marker and appurtenances 14 in place complete EA 1 $ 8, 000 0 0 $ 8, 000 Fire Hydrant Unit Layout"B",including all tees,valves,joint restraints,blocks, blue pavement marker and appurtenances 15 in place complete EA 7 $ 8, 000 $ 56,000 16 Fire Hydrant Concrete Slab,4'x4'with Flexible Markers in place complete EA 8 $ 300 $ 2,400 17 4" &2"Pressure Reducing Valve Unit w/Box and Cover including all tees,valves 63, 000 6 3, 0 0 0 and appurtenances in place complete EA 1 $ $ 18 1" Type A Service Lateral with Type"B" Meter Box in place complete EA 20 $ 3,400 $ 68, 000 19 1 1/2" Type B Service Lateral with Type "B" Meter Box in place complete EA 2 $ 6,000 $ 12, 000 00410-5 RUS Bulletin 1780-26 Attachment G Page 6 Item Estimated Bid Unit No. Description Unit Quantity Price Bid Price 20 1 1/2"Type C Service Lateral with Type "B"Meter Box in place complete EA 29 $ 4,400 $ 127, 600 21 Cut and Plug Existing Service Lateral at main. EA 6 $ 1,0 0 0 $ 6, 0 0 0 22 Connect to existing 8" waterline at Mamalahoa Highway and Puukala Road Station 0+06+1-including but not limited to 1-8" Solid Body Sleeve, all appurtenances and DWS charges LS 1 $ 2, 000 $ 2, 000 23 Connect to existing 6"waterline at Mamalahoa Highway Station 224 +49.32+/-including but not limited to 1-6" Solid Body Sleeve, all appurtenances and DWS charges LS 1 $ 2, 000 $ 2, 000 24 Warning Tape LF 4,649 $ 0.10 $ 464 .90 25 Chlorination and Testing of Water System LS 1 $ 17, 000$ 17, 000 26 Provide a construction log listing dates and changes to plans. Submit"As Built" plan drawings on reproducible mylar showing all changes,revisions, corrections and the entire project as actually constructed. Deliver to the Department of Water Supply. LS 1 $ 5, 000 $ 5, 000 27 Provide Site Specific Best Management Practices for Soil Erosion and Sediment Control and comply with the Erosion and Sedimentation Control Standards and Guidelines of the Department of Public Works, County of Hawaii. LS 1 $ 19,0 0 0 $ 19, 000 28 12-Inch Minimum Compacted Thickness Subbase Course(State ROW), including; laying, spreading,rolling,compacting and all work preparatory to Laying the base course. SY 127 $ 40 $ 5, 080 00410-6 RUS Bulletin 1780-26 Attachment G Page 7 Item Estimated Bid Unit No. Description Unit Quantity Price Bid Price 29 6-Inch Minimum Compacted Thickness Subbase Course Site),including;laying, spreading,rolling,compacting and all work preparatory to Laying the base course. SY 1,547 $ 20 $ 30, 940 30 8-Inch Minimum Compacted Thickness Aggregate Base Course(State ROW), including laying,spreading,rolling, compacting and all work preparatory to laying the asphalt concrete.(In Site) SY 111 $ 110 $ 12,210 31 4-Inch Minimum Compacted Thickness Aggregate Base Course(Site),including laying,spreading,rolling,compacting and all work preparatory to laying the asphalt concrete. (In Site) SY 1,547 $ 10 $ 15,470 32 2-1/2-Inch Minimum Compacted Thickness AC Mix III,including;spreading,laying, rolling,compacting and all incidental work.(In Site and State ROW) SY 111 $ 110 $ 12,210 33 2-Inch Minimum Compacted Thickness AC Mix 3,including;spreading,laying,rolling, compacting and all incidental work. (In Site and State ROW) SY 1,436 $ 110 $ 157, 960 34 Patching Driveway Pavement within State ROW SY 20 $ 100 $ 2,000 35 If discharging hydrotest water to State Waters submit a CWB NOT Form F including Hydrotesting Best Management Practices (BMP's)to the Department of Health for coverage under the National Pollutant Discharge Elimination System(NPDES) General Permit and comply with all permit conditions. LS 1 $ 10,000 $ 10, 000 TOTAL OF ALL BID PRICES $ 1, 121, 5 4 4 .9 0 A. Unit Prices have been computed in accordance with Paragraph 11.03 of the General Conditions. B. Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents. 00410.7 RUS Bulletin 1780-26 Attachment G Page 8 ARTICLE 6-TIME OF COMPLETION 6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damage. ARTICLE 7-ATTACHEMENTS TO THIS BID 7.01 The following documents are attached to and made a conditi,Qn iif t e Bid: A. Required Bid security in the form of a :id Bond(EJCDC No. C-430) •r Certified Check(circle type of security provides , B. List of Subcontractors—Exhibit A; C. List of Suppliers—Exhibit B; D. If Bid amount exceeds$10,000,signed Compliance Statement(RD 400-6). Refer to specific equal opportunity requirements set forth in paragraph 18.10 of the General Conditions; E. If Bid amount exceeds$25,000,signed Certification Regarding Debarment,Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions(AD-1048); F. If Bid amount exceeds$100,000,signed RD Instruction 1940-Q,Exhibit A-1, Certification for Contracts,Grants,and Loans. G. Certification for Hawai`i Product Preference(Section103D-1002 of the Hawaii Revised Statues) H. Certification Form 1 —Apprentice Program(Section 103-55.6 of the Hawai`i Revised Statutes,as enacted by S.B. 19,Act 17,SLH 2009) 00410-8 RUS Bulletin 1780-26 Attachment G Page 9 ARTICLE 8-DEFINED TERMS 8.01 The terms used in this Bid with the initial capitol letters have the meanings indicated in the Instructions to Bidders,the General Conditions,and the Supplementary Conditions. ARTICLE 9-BID SUBMITTAL 9.01 This Bid is submitted by: If Bidder is: An Individual Name(typed or printed): SEAL, if required By: by State (Individual's signature) Doing business as: A Partnership Partnership Name: SEAL, if required by State By: (Signature of general partner--attach evidence of authority to sign) Name (typed or printed): A Corporation Corporation Name: Koga Engineering & Construction, Inc. State or Jurisdiction of Incorporation: Hawaii Type(General Business,Profession, Service,Limited Liability): S Corporation By:c 1 d . (Si Lure --attach evidence of authority to sign) Name (typed or printed): Brian J. Kunioka 00410-9 • RUS Bulletin 1780-26 Attachment G Page 10 Title: Vice President CORPORATE ./J • - SEAL, Attest C?`'V -> if required by State (Signature of Corporate Secretary) Date of Qualification to do business in Hawaii [State or other jurisdiction where Project is located] is 10/09 /1973 A Joint Venture Name of Joint Venture: First Joint Venture Name: SEAL, if required by State By: (Signature ofjoint venture partner--attach evidence of authority to sign) Name(typed or printed): Title: Second Joint Venture Name: SEAL, if required by State By: (Signature ofjoint venture partner--attach evidence of authority to sign) Name(typed or printed): Title: (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is party to the venture should be in the manner indicated above.) 00410-10 RUS Bulletin 1780-26 Attachment G Page 11 9.02 Bidder's Business address: P.O. Box 31289, Honolulu, Hawaii 96820 Business Phone No. (808 )845-7829 Business FAX No. ( 808 ) 845-3742 Business E-Mail Address bkunioka(akogaenq.com State Contractor License No. ABC-6826 . (If applicable) Employer's Tax ID No. W20295176-01 Phone and FAX Numbers,and Address for receipt of official communications, if different from Business contact information: 9.03 Bid submitted on February 7 ,20 13 00410-11 PENAL SUM FORM BID BOND Any singular reference:to Bidder,Surety,Owner,or other party shall be.'considered plural where applicable. BIDDER(Name and Address): Koga Engineering&Construction,Inc. 1162 Mikole Street Honolulu, HI 96819 SURETY'(Name and:Address of Principal Place of Business): Travelers Casualty and Surety Company of America 1501 Fourth Avenue,Suite 1650 Seattle,WA 98101 OWNER:(Name and Address): Department of Water Supply,County of Hawai'i 345 Kekuanao'a Street,Suite 20 Hilo, HI 96720 BID Bid Du e.Datc;. 2/7/2013 Project(Brief Description Including:Location): DWS JOB NO 2008-934,CONSTRUCTION OF THE KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS PUUKALA ROAD AND MAMALAHOA HIGHWAY, PUUKALA, NORTH KONA, HAWAII BOND Bond Number: Date(Not later than Bid due date):211/2013 Penal sum ***Five Percent(5%)of Bid Amount*** 5% (Wards) (Figures) Surety andBidder,intending to be legally bound hereby,subject to the terms:printed on:the,reverse;side"hereof,do each cause this Bid.Bond to be duly executed.on its behalf by ith aiithetized officer,agent,or representative: BIDDER SURETY (Seal) (Seal) Koga Engineering&Construction,Inc. Travelers Casualty and Surety Company of America Bidder' ' ame and C_o,..porate al s `a i Corporate:Seal B . ' 1. ....i . By_ • Signature.and Title Sign: re• d itle Paul C. Kennedy Brian J. Kunioka, Vice President (A ;•chP..�/ J •.'�. ) Attorney-in-Fact Attest:-- Attest: I / . 4 Signature and Title Signature:. Title Lori N. Isere, Vice President Note: Above addresses:ai:eio be used for:giving required notice. EJCD..0 NO,C-430'(2002 Edition) 00430-i r2- PENAL SUM FORM 1. Bidder and Surety, jointly and severally. 7, Any suit.:or action :under this Bond shall be themselves heirs, executor's; Irlmiiiittraters, commenced.only in a court of competent jurisdiction :sticeetterS:and 4SSigns tdp_aS,to Owner upon default of located in the state which the Project is located: Bidder the pedal.sum Set forth on the face of this Bond, Payment of the penal sum is the extent of turety.'s 8, Notices required hereunder shall be in writing and liability sent to Bidder and,Surety at their respective addresses shown on the fate of this Bond, Such notices may be 2. Default of Bidder shall occur upon the failure of sent by personal delivery, commercial courier or by Bidder to deliver within the time required by the United.States 'Registered or Certified Mail, return Bidding Documents(or any extension thereof agreed to receipt requested pre-paid, and shall be in writingby Owner)the executed Agreement required .deemed to be effective upon receipt by the party by the Bidding.Documents and any performance and concerned. payment bonds required by the:Bidding Documents. :9. Surety shall:cause to be attached to, this Bond a 3. Thit'obligation shall be eoll and void if current and effective Power of Attorney evidencing the . Owner accepts Bidder'.s Bid and Bidder authority of the officer, agent or representative who :delivers,within the time required by the Bidding executed this Bond on behalf cif Surety to execute;seal Documents (or any extension thereof agreed in and deliver such Bond and bind the Suretythefeby., writing by Owner) the executed Agrccment required by :the' Bidding Documents and any to... This Bond'isintended to conform Walt:applicable performance and payment Bonds-required by the statutory requirements, Any applicable requirement of Bidding Documents„or any applicable statute that has been omitted from this All:Bidt.ararejeeted.hy Owner or Bend Shall be deemed.to.be included:herein as if set Owner fails to issue a Notice of.Award to forth at'length if any provision of this Bond conflicts :Bidder within: the time specified in the Bidding with any applicable.statute, then the provision of said. Documents (or any extension thereof agreed to in statue shall govern and:thereMairider of this Bond that writing by Bidder and if applicable; consented to is not in conflict therewith silol continue in full force by'Surety When required by paragraph.5'hereof)„ and ffact. -4,- Payment under this Bond will be due and payable 11, The-term"Bid"as:used herein includes'a:Bid,offer upon default by.Bidder and within 30 calendar days or proposal as iPPlieible. alter receipt by Bidder and Surety of written:notice of default.from.Owner, which notice will be given with reasonable promptness,.identifYing:this Bond ancEthe :Project and including a-statement of the:amount due. Surety waiVes:nOtice 9f and Any and,all.defentes based on Or silting out of any thneexteriSion.to issue Notice of-Award:agreed.to in:writing'by.Owner and • Bidder,prOvided.that the total time foril§smidg Notice of Award, in-chiding: extensions shall not .:J:1 the aggregate exceed 120 days from Bid due date without Stu-ety's written consent. 6. No suit or.aCtiOrt.shrill commenced under thit 130nd. prior to 30 calendar days after the notice of • default required in paragraph 4_above is received by Bidder and Surety and in no case later than one year after Bid due date. EiCDC-NO,c-130(2{102:Edition) 00430,2 • WARNING:THIS POWER OF.ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY • TRAVELERS J Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 224911 Certificate No. 0048 4 489 0 KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa;and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin therein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Harvey C.King,John N.Bustard,Wesley I.Uemoto,Paul C.Kennedy,and M Dolores Holter of the City of $OAOlulp ,State of Hawaii ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. • IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their'corporate seals to be hereto affixed,this 3rd day of May 2012 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company prSV,ir OE 6 f .�' s' „tS µo '/ O� ^Y�� pO`�RPON Gy P,..�-_..'�qy o pa tr+wary sill.tMO �-3 • 6 ttra 1l n �?l� ...�Jfl b?iCpU4RAJ�."-^ (.7cGiL Q"_192 S G- Z.1951 t ! J7.SEAl. Od v: °? op' � .. iat/ 64SE2t L<is so p�1,�_ �p d• �xAUCf fs..:A..+� j -.-.. d bj FPa • '�I AR" 0:*/ State of Connecticut By: City of Hartford ss. Georg Thompson, ice President On this the 3rd day of May 2012 ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. "UN C . My Commission expires the 30th day of June,2016. * Pomp * `Marie C.Tetreault,Notary Public il'$ 58440-6-11 Printed in U.S.A. /3 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity'and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Compaiiiesswhichtis in full force'and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said:Con,panies this 1st day of February ,20 13. •Kevin E.Hughes,Assistant Sec tary , GISV,�T VNRE4 ���s4 p�IN3bR J�t7Y'W'D IMI� art L g �yy�,,�� tt ,7} ��ORPOA !! 4'S.!!!!!f:94 qyC i'2 HARTFORD.-1982 p ?e 2 ,"'.'"'r" % �7� —r1 P, f°oMr 4Atf,n': ° % , Nc, *,#* 1951 � � ` �:SEALA', 'S`;S87t.L;a' 8 • •• 4 aH y 4° yti. arf v}. fas ►t �;�N�f fS 1r... .to Nt *p+ To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. • WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 4 a I4DER ENGINEERING&CONSTRUCTION,INC. I, Carol S. Koga, Secretary/Treasurer of Koga Engineering& Construction;Inc., a Hawaii Corporation, do hereby certify that the following is a full, true, and correct copy of a resolution duly adopted by the Board of Directors of said Corporation, at its meeting held at the office of the Corporation, 669 Ahua Street,Honolulu,Hawaii on the 9th day of October 1973, at which time a quorum was present and acting throughout; and that said Resolution has not been modified, amended or rescinded and continues in full force and effect: "RESOLVED that any individual at the time holding the position of President,Vice-President, Secretary/Treasurer be, and each of them hereby is, authorized to execute on behalf of the Corporation, any bid,proposal of contract for the sale or rental of the products of the Corporation or for services to be performed by the Corporation, and to execute any bond required by any such bid,proposal or contract with the United States Government or the State of Hawaii, or the City& County of Honolulu, or any County or Municipal Government of said State, or any department or sub-division of any of them." IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of said Koga Engineering& Construction,Inc.,this 7th day o f February, 2013. Cove 1 Secretary/Treasurer President: Clay Y.Asato-47-310 Waihee Road—Kaneohe, HI 96744 Vice President: Brian J.Kunioka— 1252 Auwaiku Street—Kailua,HI 96734 Vice-President: Lori N. H.Isara—2736 Henry Street—Honolulu,HI 96817 Vice-President: Alejandrino A.Ragasa—4015 Mapu Place—Lihue,HI 96766 Vice-President: Kyle U. Sakaitani—64-5325 Puukapu Stret—Kamuela,HI 96743 Sec/Treasurer: Carol S.Koga- 1040 Lunalilo Street—Honolulu,HI 96822 D'Ot!, ISi 7tiit& Maui CQiaitp ECBtkil • +3i4 ICE OFr!L'F 1162 M8kole Street MAIL 1749 Haieukana Street fr.Al! ' 't ci'Ufi t Sand Island Industrial Park P.O.Box 31239 ?;;•.e:808.845.7829 ! Puhi Industrial Park P.O.Box 3537 `'.5911t:808.245.9505 I OPP NTLE:ri•. Honolulu.Hawaii 96819.4320 Honolulu,Hawaii 96820.1289 Fax:898.845-3742 laltue,Hawaii 95766.9065 Lihu'e,Hawaii 98766-6537 808.245.1850 rf�t tOTcit 7 19;58 STATE OF HAWAII STATE PROCUREMENT OFFICE CERTIFICATE OF VENDOR COMPLIANCE This document presents the compliance status of the vendor identified below on the issue date with respect to certificates required from the Hawaii Department of Taxation (DOTAX), the Internal Revenue Service, the Hawaii Department of Labor and Industrial Relations(DLIR),and the Hawaii Department of Commerce and Consumer Affairs(DCCA). Vendor Name: KOGA ENGINEERING & CONSTRUCTION, INC. DBA/Trade Name: KOGA ENGINEERING & CONSTRUCTION, INC. Issue Date: 02101/2013 Status: Compliant Hawaii Tax#: W20295176-01 FEIN/SSN#: • XX-XXX5292 Ul#: XXXXXX5279 DCCA FILE#: 25306 Status of Compliance for this Vendor on issue date: Form Department(s) Status A-6 Hawaii Department of Taxation Compliant Internal Revenue Service Compliant COGS Hawaii Department of Commerce&Consumer Affairs Compliant L1R27 Hawaii Department of Labor&Industrial Relations Compliant Status Legend: Status Description Exempt The entity is exempt from this requirement Compliant The entity is compliant with this requirement or the entity is in agreement with agency and actively working towards compliance Pending The entity is compliant with DLIR requirement Submitted The entity has applied for the certificate but it is awaiting approval Not The entity is not in compliance with the requirement and should contact the issuing agency for more information Compliant �s https://vendors.ehawaii.gov/hce/app/view certificate.htznl 2/1/2013 LISTING OF SUBCONTRACTORS In compliance with the provisions of the Hawaii Revised Statutes and Hawai`i Administrative Rules, the bidder shall include in his bid the names of each person or firm to be engaged by the bidder as a joint contractor or subcontractor in the performance of this maintenance contract The bid shall also indicate the nature and scope of the work to be performed by such joint contractor or subcontractor. Name/Address of Joint Nature and Scope of Work Contractor License No. Contractor or Subcontractor Koga Engineering & Construction, Inc. A.C. PAVING Telephone: 808-845-7829 ABC-6826 Fax: 808-845-3742 Pural Water Specialty Co. , Inc_ CHLORINATION Telephone: 808-775-1380 C-19053 Fax: same Telephone: Fax: Telephone: Fax: Telephone: Fax: Telephone: Fax: Telephone: Fax: Telephone: Fax: Telephone: Fax: Telephone: Fax: EXHIBIT A SUPPLIERS The suppliers of major equipment and categories of equipment shall be indicated below. The Bidder shall indicate the equipment used as a basis of his bid for writing the manufacturer's name in the appropriate space. Such supplier designation shall be limited to one supplier only. Major Equipment/instrumentation and categories of equipment include: Equipment Instrumentation 1. Ferguson Enterprises Ferguson 1' Enterprises 2. 2. 3, 3. 4. 4. 5. 5. 6. 6. 7. 7. 8. 8. 9. 9. 10. 10. EXHIBIT B �` USDA Form Approved Form RD 400-6 OMB No.0575-0018 (Rev.4-00) COMPLIANCE STATEMENT This statement relates to a proposed contract with Department of Water Supply County of Hawaii (Name of borrower or grantee) who expects to finance the contract with assistance from either the Rural Housing Service(RHS), Rural Business-Cooperative Service(RBS),or the Rural Utilities Service(RUS)or their successor agencies, United States Department of Agriculture (whether by a loan, grant, loan insurance, guarantee, or other form of financial assistance),I am the undersigned bidder or prospective contractor,I represent that: 1. I X]have, ❑ have not,participated in a previous contract or subcontract subject to Executive 11246(regarding equal employment opportunity)or a preceding similar Executive Order. 2. If I have participated in such a contract or subcontract, I [g] have, ❑have not,filed all compliance reports that have been required to file in connection with the contract or subcontract. If the proposed contract is for$50,000 or more and I have 50 or more employees,I also represent that: 3. I X]have, ❑have not previsouly had contracts subject to the written affirmative action programs requirements of the Secretary of Labor. 4. If I have participated in such a contract or subcontract, I IX1 have, ❑ have not developed and placed on file at each establishment affirmative action programs as required by the rules and regulations of the Secretary of Labor. I understand that if I have failed to file any compliance reports that have been required of me,I am not eligible and will not be eligible to have my bid considered or to enter into the proposed contract unless and until I make an arrangement regarding such reports that is satisfactory to either the RHS,RBS or RUS, or to the office where the reports are required to be filed. I also certify that I do not maintain or provide for my employees any segregated facilities at any of my establishments,and that I do not permit my employees to perform their services at any location,under my control,where segregated facilities are maintained. I certify further that I will not maintain or provide for my employees any segregated facilities at any of my establishments,and that I will not permit my employees to perform their services at any location,under my control,where segregated facilities are maintained. I agree that a breach of this certification is a violation of the Equal Opportunity clause in my contract. As used in this certification,the term"segregated facilities"means any waiting rooms,work areas,restrooms and wash rooms,restaurants and other eating areas time clocks,locker rooms and other storage or dressing areas,parking lots,drinking fountains,recreation or entertainment areas,transportation,and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed,color,or national origin,because of habit, Iocal custom,or otherwise. I further agree that (except where I have obtained identical certifications for proposed subcontractors for specific time periods) I will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause;that I will retain such certifications in my files; and that I will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical certifications for specific time periods): (See Reverse). According to the Paperwork Reduction Act of 1995,an agency may not conduct or sponsor,and a person is not required to respond to a collection of information unless it displays a valid OMB control number. The valid OMB control number for this information collection is 0575-0018. The time required to complete this information collection is estimated to average 10 minutes per response,including the time for reviewing instractions,searching existing data sources,gathering and maintaining the data needed,and completing and reviewing the collection of information. Position 6 RD 400-6(Rev.4-00) /l, NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENTS FOR CERTIFICATIONS OF NON-SEGREGATED FACILITIES A certification of Nonsegregated Facilities, as required by the May 9, 1967, order(32F.R. 7439, May 19, 1967) on Elimination of Segregated Facilities, by the Secretary of Labor,must be submitted prior to the award of a subcontract exceeding$10,000 which is not exempt from the provisions of the Equal Opportunity clause. The certification may be submitted either for each subcontract or for all subcontracts during a period(i.e. quarterly,semiannually,or annually). NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. DATE February 7, 2013 (Signature of Bidder or Prospective Contractor) Brian J. Kunioka, Vice President P.O. Box 31289 Honolulu, HI 96820 Koga Engineering & Construction, Inc. Address(including Zip Code) /1 Form AD-1048(1/92) U. S.DEPARTMENT OF AGRICULTURE Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions This certification is required by the regulations implementing Executive Order 12549, Debarment and Suspension, 7 CFR Part 3017, Section 3017.510,Participants'responsibilities. The regulations were published as Part IV of the January 30, 1989, Federal Register(pages 4722-4733). Copies of the regulations may be obtained by contacting the Department of Agriculture agency with which this transaction originated. (BEFORE COMPLETING CERTIFICATION,READ INSTRUCTIONS ON REVERSE.) (1) The prospective lower tier participant certifies,by submission of this proposal,that neither it nor its principals is presently debarred, suspended,proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. (2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. ORGANIZATION NAME I PR/AWARD NUMBER OR PROJECT NAME Koga Engineering & Construction, Inc. Construction of the Kona Ocean View Properties Water System Improvements Job No. 2008-934 NAME(SJ AND TIlLE(SJ OF AUTHORIZED REPRESENTATIVE Brian J. Kunioka -Vice President SIGNATURE(17 I DATE ,13 'N J February 7, 2013 II 1 zw Form AD-1048(REVERSE) INSTRUCTIONS FOR CERTIFICATION 1. By signing and submitting this form,the prospective lower tier participant is providing the certification set out on the reverse side in accordance with these instructions. 2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification,in addition to other remedies available to the Federal Government,the department or agency with which this transaction originated may pursue available remedies,including suspension and/or debarment. 3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. 4. The terms"covered transaction,""debarred,""suspended,""ineligible,""lower tier covered transaction," "participant,""person,""primary covered transaction,""principal,""proposal,"and"voluntarily excluded,"as used in this clause,have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. 5. The prospective lower tier participant agrees by submitting this form that,should the proposed covered transaction be entered into,it shall not knowingly enter into any lower tier covered transaction with a person who is debarred,suspended,declared ineligible,or voluntarily excluded from participation in this covered transaction,unless authorized by the department or agency with which this transaction originated. 6. The prospective lower tier participant further agrees by submitting this form that it will include this clause titled"Certification Regarding Debarment,Suspension,Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions,"without modification,in all lower tier covered transactions and in all solicitations for • lower tier covered transactions. 7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred,suspended,ineligible,or voluntarily excluded from the covered transaction,unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may,but is not required to, check the Nonprocurement List. 8. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 9. Except for transactions authorized under paragraph 5 of these instructions,if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended,debarred, ineligible,or voluntarily excluded from participation in this transaction,in addition to other remedies available to the Federal Government,the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 2 2-1 RD Instruction 1940-Q Exhibit A-1 CERTIFICATION FOR CONTRACTS, GRANTS AND LOANS The undersigned certifies, to the best of his or her knowledge and belief, that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant or Federal loan, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant or loan. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant or loan, the undersigned shall complete and submit Standard Form - LLL, "Disclosure of Lobbying Activities, " in accordance with its instructions. 3. The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including contracts, subcontracts, and subgrants under grants and loans) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. jod Brian J. Kunioka February 7, 2013 (name) (date) Vice President (title) oOo (08-21-91) PN 171 2 L HAWAII PRODUCTS PREFERENCE In accordance with Section 103D-1002, Hawai`i Revised Statutes, the Hawai`i Product Preference is applicable to this bid. Hawai`i products may be available for certain work required for construction of this project. The Hawaii products list is available on the State Procurement Office's ("SPO") website at http://hawaii.gov/spo (click on `Procurement of Goods, Services and Construction — Chapter 103D, HRS' under `Procurement' click on `Preferences', then `Hawaii Products',then `Hawaii Products List'to view) or view directly at http://www4.hawaii.gov/spoh/HiProducts/hiProducts.htm. Offeror offering a Hawai`i Product (HP) shall identify the HP on the solicitation offer page(s). Any person desiring a Hawaii product preference shall have the product(s) certified and qualified if not currently on the Hawai`i products list, prior to the deadline for receipt of offer(s) specified in the procurement notice and solicitation. The responsibility for certification and qualification shall rest upon the person requesting the preference. Persons desiring to qualify their product(s) not currently on the Hawai`i product list shall complete form SPO-38, Certification for Hawaii Product Preference and submit to the Procurement Officer, and provide all additional information required by the Procurement Officer. For each product, one form shall be completed and submitted (i.e. 3 products should have 3 separate forms completed). Form SPO-38 is available on the SPO webpage at http://www.spo.hawaii.gov under the `Quicklinks'menu; click on`Forms for Vendors, Contractors, and Service Providers'. All Certification Applications for Hawai`i Products Preference shall be submitted to the Manager-Chief Engineer of the Department of Water Supply, County of Hawai`i, NO LATER THAN 4:30 p.m., January 28, 2013. Certification Applications received after the due date will not be considered. An addendum notifying all potential offerors of the new certified and qualified Hawai`i product(s) approved by the Manager-Chief Engineer of the Department of Water Supply for the Hawai`i Products Preference under Chapter 103D, Hawaii Revised Statutes for this project will be issued prior to the date of opening of the bid. The Manager-Chief Engineer may request additional information deemed necessary to qualify a product and shall have sole discretion in determining qualification for the preference. In the event that self-certification of a product is disapproved by the Manager-Chief Engineer and/or in the event that the self-certification form for a product is not provided with the bid,the Hawaii Product preference will not be applied for that item. Determination of the low bidder will be based on the preference in effect at the time of bid opening. Currently, a ten percent (10%) preference is established for Class I Hawai`i products and a fifteen percent(15%)preference is established for Class II Hawaii products. Class I Hawaii products are defined as products where the value of the input exceeds fifty percent (50%) of the total cost and Class II Hawaii products are defined as products where any agricultural, aquacultural, horticultural, silvicultural, floricultural, or livestock products are raised grown or harvested in the state. 1 2-3 Hawai`i input is defined as the part of the cost of a product that is attributable to production, manufacturing, or other expenses arising within the state. "Hawai`i input" includes but is not limited to: (1) The cost to mine,excavate,produce,manufacture,raise, or grow the materials in Hawaii; (2) The added value of that portion of the cost of imported materials that is incurred after landing in Hawai`i, including but not limited to other articles,materials, and supplies,added to the imported materials; (3) The cost of Iabor, variable overhead, utilities, and services, incurred in the production and manufacturing of materials or products in Hawaii; and (4) Fixed overhead cost and amortization or depreciation cost, if any, for buildings, tools, and equipment, situated and located in Hawai`i and used in the production and manufacturing of a product. While preference for Hawai`i products will be taken into consideration to determine the low bidder, the amount of the contract awarded will be the amount of the bid, exclusive of any preferences. All offerors who request application of the preference are advised that in the event of any change that materially alters the bidders ability to supply Hawai`i products, the bidder shall immediately notify the Manager-Chief Engineer in writing and the parties will enter into discussions for the purposes of revising the contract or terminating the contract for convenience. It is further understood by the bidder that if the bidder elects to furnish qualified Hawaii Products, and is awarded the contact, then fails to use such products or meet the requirements of such preference, the bidder shall be subject to the statutory penalties, provided in Part X, Preferences, of Chapter 103D, Hawai`i Revised Statutes, and such other remedies as may be available to the Department of Water Supply. Bidders shall completely fill-in the following SCHEDULE OF HAWAII PRODUCT PREFERENCE CLAIMS in accordance with the following instructions: (1) "Cost" shall be the total cost of furnishing the Hawaii product F.O.B. jobsite, unloaded, including applicable general excise tax and use taxes. (2) "Credit" shall be the quotient of the "Cost" and"%"values for each Hawai`i product on this schedule. Where necessary,round up to the nearest penny. (3) Meanings of all other terms appearing on the Schedule shall be consistent with the SPO's HPL. (4) Fill-in all information neatly,legibly and completely. Abbreviations are acceptable provided no ambiguity is created by their use. Bidders may copy the attached schedule and attach additional sheets as necessary. The Manager-Chief Engineer reserves the right to disqualify individual line item preferences claimed by the Bidder on the attached schedule due to use of non-certified Hawai`i products; provision of inaccurate or incomplete information; or any other inconsistency or omission that may affect the award of the contract. The Bidder will be notified by the Manager-Chief Engineer of any such disqualifications prior to award. 2 • m o 0 0 0 0 tn x 0 0 0 0 Q co cn w N ul M N . v o a U W U th th th in- in- th th in. Z CC ... H I 0 H H HI I ct ct LU W 0 cc I— of a. 0 0 0 0 0 0 Q 0 5 0 0 0 0 U o I 0 0 l4 N U U1 00 c*T N �+ W U in- to in- in- th in- in- OC c o 0 o 0 4)NJ 1.) LL w .r 0 0 0 Q. C O O 0 0 ca 0 w N c7 N U 3 d H R! © as rn r. U 0 a O V •N C) I) N 13 ER a D A a) o a Cs N p4 x a. N 3 KC 3 Cl) LL _— O ,-1 A■ 0 Q ' cS N W 3 U 4 N yr1 N -rl U IA tri NJ W A 0 0 A C3 Q' A -H VLL I~ X 0 U cd U 0 U V) ix efo -,-I 0 3 RS 0 U 3 z W H .0 C.) Ft V O i C7 W RC H H H H H V "1 I M U M N 'j M r N N Q) ,d ti C ( j ( j +1 H l Ri Cr)Ts 06 us N .[M'. U a) co o v l 0 01 G 0 0 75 4 1 ni U '� RS Z� HAWAII APPRENTICESHIP PREFERENCE Section 103-55.6, Hawaii Revised Statutes, as enacted by S.B. 19, Act 17, SLH 2009, provides for a Hawaii Apprenticeship Preference for public works construction projects with estimated values of$250,000.00 or greater. The preference shall be in the form of a five percent(5%)bid adjustment applied to the Bidder's bid amount. Any Bidder seeking the Hawaii Apprenticeship Preference for the purpose of this bid shall: (1) be a party to an apprenticeship program registered with the State Department of Labor and Industrial Relations (DLIR)at the time of its bid for each apprenticeable trade the Bidder will employ to construct the public works project for which the bid is made;and (2) completely fill-in the Schedule of Project Apprenticeship Trades attached here to attesting to the trades the Bidder will employ to perform the work;and (3) for each apprenticeable trade the Bidder will employ for this project, submit with its bid fully executed and authorized CERTIFICATION OF BIDDER'S PARTICIPATION IN APPROVED APPRENTICESHIP PROGRAM UNDER ACT 17 (FORM 1)form(s) issued by the DLIR verifying participation in apprenticeship program(s)registered with DLIR;and (4) fully execute the certification below. Failure to comply with ALL of the conditions noted above, without exception, shall disqualify the Bidder from qualifying for,and thus receiving,benefit of the Hawaii Apprenticeship Preference. Subcontractors do not have to be a party to an apprenticeship agreement for the Bidder to obtain the preference. Upon successful verification of the Bidder's executed Form I documents submitted with its bid,the Director will apply the Hawaii Apprenticeship Preference and decrease the Bidder's total bid amount by five percent(5%)for evaluation purposes only. The Hawaii Apprenticeship Preference will apply in conjunction with other statutory preferences(i.e., Hawaii Products Preference). While preference for Hawai`i Apprenticeship will be taken into consideration to determine the low bidder,the contract awarded shall be in the amount of the bid,exclusive of any preferences. Upon applying for the Hawaii Apprenticeship Preference,the Contractor shall certify each month that work is being conducted on the project,that it continues to be a participant in the relevant apprenticeship program for each trade it employs. Said monthly certification shall be made on MONTHLY REPORT OF CONTRACTOR'S PARTICIPATION IN APPROVED APPRENTICESHIP PROGRAM UNDER ACT I7 (FORM 2) form issued by the DLIR. Failure or refusal of the contractor to submit its monthly certification forms,or at any time during the construction of the project, cease to be a party to a registered apprenticeship agreement for each apprenticeable trade the contractor employs,the contractor will be subject to the sanctions afforded by law,as determined by the Director. This requirement shall not apply if it will be in conflict with any Federal Law or if it would disqualify any County Agency from receiving federal funds or aid. FORM 1 and FORM 2 (referenced above) are available on DLIR's Workforce Development Division's website at: http://hawaii.gov/labor/wdd I do hereby attest that it is our intention to apply for the Hawaii Apprenticeship Preference,that we satisfy all of the requirements to qualify for the preference,and that we shall comply with all applicable requirements conferred upon us by receiving this preference for the duration of the contract;and I do hereby state that all of the information provided in the attached Schedule of Project Apprenticeship Trades is true and accurate: Name: Brian J. Kunioka _ Its: Vice President � r Signed: J ' Date: February 7, 2013 Lo' SCHEDULE OF PROJECT APPRENTICESHIP TRADES APPRENTICEABLE TRADES Bidder intends to employ a person or (as of 02/15/2011) persons of the following trades in the performance of this project: (Initial below accordingly) YES NO Boilermaker Bricklayer-Mason Carpenter Cement Finisher Construction Craft Laborer X Construction Equipment Operator X Drywall Electrical Wireperson Electrician (Electrician)Wireperson Elevator Constructor Fire Sprinkler Fitter Floor Layer Glazier Heat and Frost Asbestos Insulator Heavy Duty Repairman and Welder Ironworker Shop Fabricator/Welder Ironworker(Reinforcing) Ironworker(Structural) Painter Paving Equipment Operator Plasterer Plumber Pointer-Caulker-Weatherproofer -continued on next page— z7 SCHEDULE OF PROJECT APPRENTICESHIP TRADES (cont'd) APPRENTICEABLE TRADES Bidder intends to employ a person or (as of 02/15/2011) persons of the following trades in the performance of this project: (Initial below accord ingly) YES NO Refrigeration-Air-Conditioning Roofer Sheet Metal Worker Steamfitter/Welder Stone Mason Taper TeIecommunication/CATV Installer Technician Tile Setter Truck Operator NOTE: The above listed trades are provided for the convenience of the Bidder and are based on the information available as of the date noted in the schedule's header. It shall be the Bidders responsibility to add,delete or appropriately amend the list to reflect the apprenticeable trades recognized by the State Department of Labor and Industrial Relations at the time Bidder's bid is made. Blank rows are provided in the above for this purpose. (Refer to: http://hawaii.gov/labor/wdd for listing and updates of approved and registered construction trades by the State Department of Labor and Industrial Relations in accordance with Chapter 372, Hawai`i Revised Statutes,and Title 12, Chapter 30,Hawai`i Administrative Rules.) Z `6 WAGE CERTIFICATE (CONSTRUCTION IN EXCESS OF$2,000—H.R.S. §103-55.5) Pursuant to H.R.S. §103-55.5, I hereby certify that if awarded a Contract to construct a public work project in excess of $2,000, individuals engaged in the performance of the contract on the job site shall be paid: (1) Not less than the wages that the director of labor and industrial relations shall have determined to be prevailing for corresponding classes of laborers and mechanics employed on public works projects;and (2) Overtime compensation at one and one-half times the basic hourly rate plus fringe benefits for hours worked n Saturday, Sunday, or a legal holiday of the State or in excess of eight hours on any other day;and All applicable laws of the federal and state governments relating to workers' compensation, unemployment compensation, payment of wages, and safety will be fully complied with. DATED: February 7, 2013 . Koga Engineering & Construction, Inc. NAME OF CONTRACTO __3-- -, . ' SIGNATURE Vice President, Brian J. Kunioka TITLE JOB NO./DESCRIPTION: JOB NO.2008-934 CONSTRUCTION OF THE KONA OCEAN VIEW PROPERTIES WATER SYSTEM IMPROVEMENTS DISTRICT OF NORTH KONA COUNTY OF HAWAI`I-STATE OF HAWAII 2-1 en 'Ca a E 2 I w m.N- -O 0) › 0 01 et E-o CO °° E N O a8 ° Y co in • co N E 0 E I m N V N „ ¢ ▪ U 0 CO 8 N c o= Q 00 �s > Z 0.5 Q .°0... e Q Q a7 C 8 0. ei) *b O � N a) 0• CD 0. to `) y X :711,- `Ii -6 d N f6 a) Q- to til �� a i H O� w . - w C o P. W 7 C 0 r • °ch 07 0 CD co �[� N LD CCI JO V � a w C � . H NQ E-c A � d re Z� GaC d p CO ZN . m o 0Q m a 0 0 f- Q o C o to E- a � a) E � S o EL a, a) a3 m 1 V CO d m E ° . C o N g y.� Cn a 0 o o E o a � H � o c _ 0) • �I LL a) —° c°a + c J � d ▪ p a. 4.) a E1 Ems°. o• c Iii d O cl,. ) y a o c N C 5 _ ly ro a Q .. ,y'a -e - m CI W m v G ¢ cam, I c o m v▪i• a 2 = o c m .9 8s. 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