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GENERALNOTES. DEFINITIONS: CONSTRUCTION NOTES:
<br /> 1 RIS THE INTENT OF THESE PLANS TO PRESCRIBE THE DETAILIFORTIECONSMUCIION 1. •TYP,CAL•OR•TYP•INDICATES IDENTICAL COMPLETE SYSTEMSHAUSE PROVDEDFOR S. NEITHER THE DISTRICT NOR THE ENGINEER MAKE ANY WARPPN1YCRONW1tEE AS TO 1. THE CONTRACTOR SFMLL COORDINATE WITH THE OWNER FOR THE LOCATION OF EXISTING
<br /> OFTNE WORK WHICH THE CONTRACTOR UNDERTAKES TOPERFOFWNAOCORDWCE WITH HON OCCURRENCE OF THE CONDITION NOTED. THE ADEQUACY OF THE EXISTING NAME MATERIALS TO SUPPORT THE CONSTRUCTION UNDERGROUND UTILITIES.ITSHW.L BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br /> THE TERMS OF THE CONTRACT.COHERE THE PLANSDESCREPOR1040FT1EWpMN TRAFFIC ON THE ACCESS ROADS.THE CONTRACTOR B SOELYRESPONSBIEFORMVRIG CERTIFY,LOCATE,AND PROTECT ALL UNDERGROUDFAQOFSWICHARE NOT
<br /> GENERAL TERMS,BUT NOT N COMPLETE DETAIL,R S UNDERS1000TINTONLY THE BEET 2. 'AS REQIKREONDCATES COMPONENTS REQUIRED TOCOMI7ETE THE NOTED,SYS)EMAS THE NECESSARY IMPROVEMENTS AND PROVIDING THE NECESSARYEAWNES REQUIRED DESIGNATED FOR DEMOLRIONAND ARE WITHIN THE SCOPEOF PROPOSED WOW
<br /> PRACTICE S TO PREVAIL AND THAT OILY MATERIAL AND WINGMNBigF THE FIRST INDICATED IN THE PROJECT DOCUMENTS,SHALL BE PROVIDED. TO ACCOMODATE HIS ANTICIPATED NEEDS.
<br /> OUALRYARETO BE USED.UNLESS OTHERWISE SPEOFED.TIECORRICTORSHNLL 2 THE COVTRACTOR$HALL CLEAN UP DIRT AND DEBRIS FROM SITE THAT ARE ATTRIBUTABLE
<br /> FURNISH ALL LABORAND N
<br /> ,MATERIALS,TOOLS,EQUIPMENT.ACDENFAIBANDDOALL THE DUST AND MUD CONTROL T. THE CONTRACTOR SHALL BE RESTRICTED TO THE USE OF HIGHWAY LEGAL SSD TRUCKS TOCONSTRUCTIONACiNRIES.
<br /> WORK INVOLVED IN EXECUTING THE CONTRACT N A SATISFACTORY ANDWOROAAIME 1 DURING THE COURSE OF CONSTRUCTION,THE CONTRACTOR SHALL KEEP AND TRAILERS AND OTHER EQUIPMENT OPEMICNS OVER THE ACCESS ROADS.UNLESS
<br /> MANNER OTHERWISE APPROVED BY THE ENGINEER 3, ALL GRADING SHALL BE PERFORMED IN SUCH A MAKER AS TOCOAPLY WITH THE
<br /> CONSTRUCTION AREAS,FILL AREAS.HAUL PLATES,OPER RUADWAYS.ANDOTIEN USE STANDARDS ESTABLISHED BY THE PROJECTSPECFCATCNS ANDAGERCESNAVNG
<br /> 2. ALLMPROVEMENTSTOBEDONE IN THIS CONTAACTSHALLBE NAOCOflDVDE WffN THE AREAS USED BY
<br /> GENERATED FREER DaEAREOMD WRNGNET CODRONS, 8. THERVA APPROWABIE SPEED LIMIT ON ALL ROADS SHAH BESAPH UNLESS JURISDICTION FOR AIRBORNE PARTICULATES
<br /> (DUST).
<br /> IRENEM$OFTHESEPANS. AREAS USED BY LOCAL TRAFFIC,FREEANDCLFARFPOMI WD OTHERWISE APPROVED. (DUST)'
<br /> SHOULD R APPEAR THAT THE WORK TO BE DONE ORANY MATTERRELATED TH6ET0,S 2 NONWORKDAYS:THE CONTRACTOR IS RESPONSIBLE FOR DIST CONTROL NARY 9. THE CONTRACTOR,UPON COMPLETION OF ALL WORK,SHALL RESTORE ALL ACCESS ROADSD IT , 4. IT S THE CONTRACTORS RESPONSIBILITY TOVERFVFEIUSTNGURRES WITHIN 7)E
<br /> THEREINOT ACHAN'INSITEDOR EXPLAINED RA ADJUSTHESE MENT
<br /> MUOR ST BE MAD TOM
<br /> PROJECT AREAS OR CONSTRUCTION ROADS WHICHAAE USED BYTE CONIFUUMM, HAULROADS,ANDPROJECT SITES N A MANNER SATISFACTORY TOTHE ENGINEER PROJECT LIMITS ARE SERVING EXISTING FACILITES OR WT.THOSE THAT SERVE EXISTING
<br /> THERE SAOANGES.THE CONDITIONS,ORCON TAENTMUS7 BEAL10ETOTE UNLESS OTHERWISE APPROVED BY THE ENGINEER DSTRCT,ANDSTATE. FACILITES SHALL,IF NECESSARY,BE RELOCATED N SUCHA MANNER AS MMMLRAN
<br /> WORK REWLIEYBN78,THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEEIR FOR UNINTERRUPTED SERVICES.ANY E%STING UTIlRiE9 VOINNTIE PROJECTl1MS TIAs W
<br /> SUCH FURTHER CLMPCATKN AS MAYBE NECESSARY. NOT SERVE ANY OTHEfl EXSTNG FACLJHES TO RBMN SKA LBE DEMMJSHEOOR
<br /> i, THE CONTRACTORSRALL BE RESPONSIBLE FORAM FEWCHNNGES MODE WffXO1T LUTILITYNOTES: CLEARING S GRLIBBING ABANDONED N PLACE AS INDICATED ON THE PUNS
<br /> PRIOR WRITTEN AUTHORIZATION HIOIITHE ENGNEER 1. THE APPROXIMATE LOCATION OF KNOWN UTUTIES.DISCHARGE PIPES,ETC,MAY BE I. USE CAUTION WHILE CLEARING B GRUBBING AROUND UIIRV LASES SANY BWED
<br /> SHOWN ON THE PLANS FOR THE INFORMATION OF THE CONTRACTOR.THE ENGINEER UTILITIES
<br /> 5. CONTRACTOR SHALL OBTAIN TRENCH SAFETY PERMIT FROM TECALFORNM DIVISION OF
<br /> 5, PRIM TO THE NCEMEMT REPRESENTATIVE
<br /> AJDIM RE MADE TO BETWEEASCERTAIN THE
<br /> INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF MTI'TRENCH GREATER THAN 5 FEET DE®
<br /> ENGINEER AND THE CONTMCfOR'S PHRESENTATNE SHALLff MADETOASCERTAN TIE ASSUMES NO RESPONSIBILITY FOR THE ACCURACY.COANETBESS.OR RELLIBILMO 2. ALL MATERIAL CLEARED AND REMOVED SHALL BECOME THE PROPERTY AND
<br /> PRE-CONSTRUCTION CONDITION OF EXISTING FACILITIES AND IMPROVEMENTS 61 THE TNISINFORMATION.IT S THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE RESPONSIBILITY OF THE CONTRACTOR FOR RBAOVALANDOSPOSN.OFFSITE 6. ALL TRENCHES SHALL BE PROTECTED ACCORDING TO CAL OSHA STANOAAOS.
<br /> VICINITY OF THE PROJECT SITE(E.G.ROADS.PUMPS,PIPES.SPOONS,RAPS,WALKWAYS, ACTUAL LOCATION OF ALL UNDERGROUND.SURFALEOVFNIEAD,AFD SUBMARE
<br /> BULDNGS,ETC.).IF SUCH EXISTING FACILITIES ORLPROVEMERMAREDAAMGEDASA IMPROVEMENTS.OR FACILLTIES WHICH MAYBE SUBJECT TOOAMAGE BY REASONOF HIS ). CONTRACTOR SHALL POTHOLE TO VERIFY THE EXACT LOGTIONAMODEPRS OFE>4SF%IG
<br /> RESULT OF THE CONTRACTORS OPERATIONS OUNNGOONSTRUCTION,THE CONTRACTOR. OFERATMNIS. PARALLELANSHALL OT OLL TOVERTIES AT LFAST SDACTYS PRCRTOTE DEFTHOFEXESTNOTIFYG
<br /> AT HIS
<br /> SOLE
<br /> EXPENSESHALL IMMEDIATELY MMENCE ENT REPLACE CONSSAME TO THE ENGINEER OF ANY REWIRED CHANGES FROM THAT SHOWN ON THE PLANS PRIOR TO ANY
<br /> HE
<br /> CONDITION THAT EXISTED PRIOR TOTECOMENCE1EEHf6CONSTRIICTICN. 2 THE CONTRACTOR DSHALLSHALL CONTACT
<br /> THE
<br /> EREY THE OCATIOE CFALL IJTYCO PARESING PRIOR
<br /> CON9TIRUCTIONAMATERVLNOTES, EXCAVATION.CONTRACTOR SHALL EXERCISE CARE IWENWORQNGNEAR EXSTNGUHITES
<br /> THE UTILITIES EMENT LLCORK.H THERE RESPECTIVE 1. UNLESS OTHERWISE SHOWN ON THE PLANS.ALL PIPES SHALL HAVEAMNAM COVER I AND SHALL BE RESPONSIBLE FOR ALL MMIMBEIKSORLEAM
<br /> 6. CONSTRUCT
<br /> ONSTR CTIDN CONTRACTOR THEHAT INACCORDANCEASSUMES
<br /> SSUMS SOLEA AND COMPLETE
<br /> PRESERVATION
<br /> HE SHOALS IN THE ANSBLE FORTEIOCATCNNA 38C FROM FINISH GRADE.
<br /> RESPONUCTCNPMC JOB
<br /> ONDIIONSDRING THE
<br /> SOURSE OCONSTRE PRT"UTTIOJOFMNALL SMUMUCH FACLRI -FOOR REAOCOFBIRINCEOFArok DSHLL1 8. CONTRACTOR SHALL POTHOLE ALL URTTY CONNECTION RIMS TOVERIFYSQE.LOCATION.
<br /> RESPONSIBILITY SITE SAFETY
<br /> ONSOURNGTSAND PR PE TY THIS TIONOF CONSTRUCTION.
<br /> (UNDERGROUND CE
<br /> AM 2. COALINTRA T OF NEW ONISNES ASSHOWN GNDNAWNLSARENTOFPUAIE AND MATERIAL TYPE PRIOR TO ORDERING MATERIAISFORTHE WORM CONTRACTOR LAY
<br /> THSIREENT.SHN-L WGTHESTINUOUSLYAND MALLNOTBE ANDPRCPERIY.THB THE CONTRACTOR
<br /> R SHALLGRWN09EANDPRLERTNI)EXI!PO).GIRR CONTRACTORS RE TO DESIGN
<br /> FOROPERSECECTION NDPLACMENTOF IPEAND NA8 NEED TO MAKE ADJUSTMENTS,INCLUDING ADAPTERS,COUPLINGS.REDULES.MDRES�IG
<br /> WORKIEMENTSHALLAPONTRACTORSHALL AND SHMNDEMNf.ANHOLDTHEOW 3 THECONE FACTOR SNINLUDING,BUT NOT UNITED 0,PLA iNGMKATCNMC NEMAS.THE POSSIBLE HIGH AND
<br /> R9INTS IN1NANDPALHENTUTBEINCD
<br /> WORONGHOURS.THE CONTRACTOR SHALL DEFEND,lABMFY.ANDIIOIDTMEOWTEIt DRAINAGE FACILITES INCLUDING,BUT NOT 11NffED TG PUAPSDffOES.CRO6SNG5. FITTINGS.THE NOISIER Qi HIGH AND LOW POINTS NPPEINE$91MLL)OFBE INCREASED OF STRUCTURE TOGOWLETE TME NSTMUTCNOF UIIRES
<br /> AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY.REAL AND ALLEGED' ETC.,DURNGTETERMOFTHECONTRACT.THEEkSTSIGINGATONAMDDAFALE FROM THE NUMBER PROVIDED FOR BY ELEVATIONS SHOWN[DEFLECTIONO'PPE JDMS
<br /> CONNECTONWITH THE PERFORMANCE OFWORKONTSPROECT,E%CEPTNGFOt FACILITIES MUST REMAIN FULLY OPERATIONAL OURNGTIE PFFWDOCONSIRlCTION. SHALLBELIMREO TOVALUESRECOLxEMDEDSYMMMIFMCTURBi 9. LOCATE WNG,VALVE BOXES,HANONOES.POLBOYES,AND TRASFORLERSTOAVOO
<br /> LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DISTRICT OR THE ENGLEBL 3. AMINIAUM OF B'OF CLEARANCE BETWEEN PRE CROSSING lINDERORDINDSHNL BE INTERFERENCE WITH OTHER UTILITIES.THIS MAY NLUIDEFELOADLJSTLEMMOFRXRNG
<br /> OR DEEPENING ONES TO ACHIEVE COORDINATION BETWEENALLSYSTEMS.CONTRACTOR
<br /> MANTAINEDMETHER SHOWN ON DRAWINGS OR NOT.PR7VDEA$TYROFOAMPAD(12' TO COORDINATE THE TO ACHIEVECOORDINATIONTING AND BENOFMLWATBLNATIPALTRA,
<br /> ). THECONTRACTORENGINEER WILL
<br /> ALL NOT BE RESPONSIBLE
<br /> FOR JOSSIORDAMAGE THE SQ.MIN)BETWEEN PIPES FOR ANY CLEARANCE LESS THAN 77. TO DO TORN THESIT ECIRC,COMMUNCATONSCODLALSONTIEATURAL-.S, OR
<br /> DISTRICT T.TOREN ORPERWILLNOTONGINWONSBIE FOR AASSNGOR DAMAGED ACCESSROADS
<br /> EQUIPMENT,TOOLS.OR PERSONAL BELONC#MS. 1. PIPELINES SHALL SLOPE UNFORMLY BETWEEN BEVATCNSSIIONNON PLANS AND PROPOSED FIELD ADJUSTMENTS SHALL BE APPROVEDBYTHEENONEEAPRCRTOBEM
<br /> E 1. THE CONTRACTOR SHALL IMPROVE AND MAINTAIN THE LOCAL ACCESSRODSAS MAYBE PROFILES.ALL PIPE SLOPE
<br /> SHOWN REFERTOATION SHOW OTERWSANpTEp, IMPLEMENTED.
<br /> 8. THECONTRACTORSMU NOTIFY THE DISTRICT REPRESEMATNEAMMUMOSHOURS REQUIRED FOR TRANSPORTATION AND RAULNGMMATERALTOTHE SITEUNLESS
<br /> PRORTOTRECOMMENCEMENTOFANYWpUL 2. THE CONTRAL70R$HALL RENEW THE ACCESSROMROUIESADOETERNE THE 10. ALL TEES,CROSS ES AND SENDS SHALL INCLUDE THRUST BLOCKS WHERE MDT ODERWSE
<br /> 9. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFICIENCIES IDENTIFIED BY THE LOCATION FOR ADDITIONAL TURNOUTS,RAMPS.ROAD DMFIAGE.NJGH.ENI,ETC.AND RESTRAINED BY MECHANICAL OR OTHER MEANS.
<br /> OWNER MUMENGINEER DURING THEDALLY INSPECTIONS.ORFNN,NSPECfCNOTE SHALL SUBMIT A PLM TO THE ENG WEER(AM STATE)FOR REVIEW AND APPOIALPRIOR
<br /> WORK FINAL ACCEPTANCE OF THE PROJECT WILL NOTBE MACE UTRALLDENIFED TOCONSTRUCTCN UPON COMPLETION OF THE POECT,SOE PORIONS OF THE
<br /> DEFK:ENCESNAVEBEENCORRECTED.ANYIDOTCNALCOSISORBRBSES ACCESS ROADS MAY REQUIRE MINOR MOIRWATTOCADALTEATIONS THEILCESS
<br /> ASSOCIATED WITH THE CORRECTION O THE DEFCIENCES,NCl1DNGBUTNDT WEED ROADS WHICH REMAIN SHALL BE LEFT N GOODCONDITION FOR THEDSTRICTADOTER
<br /> TO MOBILISATION.DEMOBILIZATION
<br /> ,LABOR.EOUPMENT,MATERIALS,ETC,SHOAL BE LOCAL TRAFFIC.
<br /> $ BORNE BY THE CONIRAGTM
<br /> 3. THE ACCESS ROADS FOR THIS PROJECT WAY RECIAETHE COTRACTORTOMOOFYAW
<br /> 9 10. THE CONTRACTOR SHALL COMPLY WITH ALL APPUGANE FEDERAL
<br /> STATE COURTYARD REWORK THE EXISTING ROADS TO MEET THEWNTRACTORSHAUND
<br /> GARWD
<br /> LOCALLAWSANDREGUUTONS ASREOURED FOR TRAFFCCOMIROLAFDPUBLOSAFETY DRAINAGE REQUIREMENTS.SUCH MODFTCATIONSSHALLSE DETERMINED BY THE
<br /> Q DURING THE CONSTRUCTIONOF THE PROJECT.MLWOR(SHAL.BEPERF016EDN ENGINEER
<br /> ACCORDANCE WITH APPLCABLEOSHAREODUTDNS.
<br /> 4. THE CONTRACTORS EQUIPMENT SHALL BE RESTRICTED TO OPERATE ONLY ON THOSE
<br /> 11. THECONTRACTOR SHALL IMMEDIATELY REPAIR ANYDAMAGE TOTHE LOCALROAMOR ROADS AND WITHIN THOSE SPECIFIED WORK AREASNDCATEDONTHE PANS UNESS
<br /> 4 ACCESS RAMPS RESULTING FROM CONTRACTORS OPERATIONS. OTHERWISE APPROVED BY THE ENGINEER AND DISTRICT.
<br /> 7 12 PRIOR CONTACT
<br /> ONTA TTHE MOBIAPPLICABLE
<br /> TCN,COUNTY.
<br /> AND LOCAG EERNMETHE CONTRAQORSNUL 5. THE CONTACTOR SNALL EXTEND,STRENGTHEN,REPLACE OROIERWE MODIFY TE
<br /> ;f
<br /> AUTHORITIES
<br /> IN RDE5TATECWNFY OAD ANICOALGOVBBiFMALTRNSPIRTATDN EXISTING CROSSINGS EG.CULVERTS.DRJJNPPES.PLWDSOVNIEPPES,WETSPOTS,
<br /> AUIHTIONS.IN pflAER TRAFFIC
<br /> CONTROL
<br /> MEASURES.ANDAN IOTHERRDNS,SPE<D
<br /> LIMITATIONS,SPECIAL TRAFFIC CONTRA IAEASURES.MDANYOTFE0.REOIIEMQ(f$N ETGIID N WHATEVER
<br /> ARE NEESARYMPRI TIECOMRALTOt SHN1
<br /> ORDERTO COMPLY WITH SUCH PUBLIC TRANSPORTATION RULESAFDREOAATCNS FOR
<br /> PROVIDE WHATEVER MEASURES ARE NECESSARYTOFRESERVE,PROTECf.ND MAINTAIN
<br /> .6 THE USE OF PUBLIC ROADWAYS. THE CROSSINGS SO AS TO ENSURE CONTINUOUS AND UNINTERRUPTED CONSTRUCTION
<br /> THE OPERATIONS DURING THE ENTIRE TEAM OF THIS CONTRACT.
<br /> t3. THE STING ROAD AT SHALL BER CARING CONSTRBLE FORUCTION.
<br /> TION.A YDNG ACCOETOTHALOROA
<br /> EXISTING ROAD AT ALL TINES DURING CONSTRUCTION.ANYOAMME TOTEROPDSMALL
<br /> BE IMMEDIATELY REPAIRED BY THE CONIRACfOR AT HIS FJPBSE.
<br /> 14. THE CONTRACTOR S RESPONSIBLE FOR SETING ALL COSnECTCN STAKNGAND
<br /> SURVEYING,AS MAYBE REQUIRED FOR CONSTRUCTIONACTNRES,NCLUDNOBUT NOT
<br /> E LMREDT0,5ETNNGMYELEVATOMMRE(XJMTHO)C+MffTEPROECTSTES.
<br /> t 1S. THE CONTRACTOR SHALL NOT CLOSE ANY ROAD,SIREET.ORHIUWAYTOTHEPUBLC
<br /> EXCEPT WITH THE PERMISSION OF THE OWNBRAND THE GOhJVABRALAURHORIY
<br /> KAVNG JURSDCTION.TEMPORARY PROVISIONS SRALLSE MADE BYTHE CONTRACTOR TO
<br /> ENSURE CONTINUOUS ACCESS TO PUBLIC MOPRNATE ORNEWAYS.ADPLOFR
<br /> FUNCTI NMG OF SEWER NLETS.OITTERS.CULVERTS,DRAIN AGEAMD RRGATION
<br /> DTTCHES.ANDNATURAL.WATERCCURSES.
<br /> 16. THECOMRACTORSHALL140 FY THE ENGOIEERWHIFNEVERITAPPEARST♦EE SA
<br /> CHANGE IN SITE CONDITIONS OR ANADJUSTMENT TUBE MADE N WORKREWREMENTS
<br /> a 17. THROUGHOUT ALL PHASES OF CONSTRUCTION THE CONTRACTOR SHALL KEEP THE
<br /> PREMISES OCCUPIED BY HN INA CLEAN AND ORDERLY CODRD%DS.OF REFUSE
<br /> INA MANNER SATISFACTORYTOTE ENGINEER.
<br /> 'q SUBMmI1 DESIGNSY SEN' DRAWING SCALE GRINDSTONE JOE'S WATER SYSTEM DESIGN DATE
<br /> % DSL DRAMBY N I K KJELDSEN )"NPB11"V"""'B OCTOBER 2018
<br /> s�tm�,u9sm 14900 W.HIGHWAY 12 NT90
<br /> d � aEaev NTC N.T.S. S S I N N O C K �C"�a 3H�T
<br /> C4Q1
<br /> NouDoNTx DATUM ,�NL,R.NIr"= N NEUDECK, „m D�srz2 CONSTRUCTION NOTES G-003
<br /> 24 CCSB3,21k1E3 B x' I. -••E'wM"6f 1.'�"'-•�`•"weM Sxnmenw.G9sIR1 SHEET OF
<br /> ARAN VERTICAL DATUM NNwlbicmn 916 03fB00 KEN PROJECT FILE NO
<br /> g,.sx.a...w
<br /> IND.DESCRPTKM DATE APPR NAVDBB +LLQ 2414-0010
<br />
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