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HomeMy WebLinkAboutR-410002LINETYPES: SYMBOLS: UcncN3u NUIcs 1. RUDE ANY CONSTRUCTION OR DMDPMENT ACCOUNT OCCURS, A PBENN5TAKEDOM MERING MOST OE HELD WITH THE CM OF RENTON INSURER A MINIMUM OF FIVE (5) WORKING DAYS NOTICE Emme PROPOSED DEBCRPEON MEETING PROPOSED DESCRIPTION! REQUIRED FOR 3CHDUVNG. REFER TO SP 1.A NIL. v MAILBOX BFVM/IDEWA4 ALL WORK MATERIAL DUN FAInUTILITY oIN Ep ING �CASHEWS THE MENTION OF THE E WEE ICOXIFER) MUKIPALONRU EPARDBVAE➢PANDARDAOv[oFluBONS,, AS APPROVED AND By THE rvORENmxN THE RENTON STANDARD PLANS& SPECIFICATIONS FUSES OF FENCE ED PLAINS SHALL KEPT ON Pi TIMES DURING CONSTRUCTION FENco-cxAlx uxK/METAL WEE IDECIDUOUM VERflCAL CONTROL WALL LLB NORTH AMERICAN BIBLICAL DATUM9A(FACT 88), AND FOR HOR¢ONTALcoxTxoL SHALL BE PAVING AMERICAN DATUM DISCLAIM BUD 81 UNLESS OTHERWISE APPROVEDFARE CITY OF RENTON PUBLICWORKSDEPARTMEENTRUCHENCE BENCHMARK AND EIEDMONSAflE NOTED ON ME ROAD REFER TO SP 3-11, - - - MEMBERS iss y SIGN — — RIGIT�OFWAY �- G'P"'Tht SIGNAL POE 3. N D SHALL ME BEFORE BE DNFUCI APPROXIMATE ONLY AN A NOT N ECESSARILY CON PLETE IT IS TH E SOLE RE LEAD SIB I LITY 0 F CH E APPLICANT AN A TH E APPUCA N7 S CONTRACTOR TO IN DUPE WE ENTLY AS RI FY ME ACCURACY OF ALL CUT FLOC1 SHOW NE AND TO EAsSMEDIPDMNERU "- F-YE SmEETu6XT M PLICASHALL EDGED D ON ix AS am IT o RAwx GS ALL ON FACT M E SUED UTIL171 ES DI SCOVERED AN A ANY CHANG ED TO THE A P P ROVED P ISBN S TH E AS P EXACT SHALL I M M EDI ATE LY ECORD IF A CON LD 4 DESIGNER PUSH RENTON TBi LIFE LOUR SERVE E IB0D sssl A FEXISTS CC NEXACTOR SIT ALL Fl EA8 PROPERTY ONE EN HIS WAKE ry TAKE AT PROPER ALL TT IS ROM EDAMAGE IONwT ON SHALL v BURIDG&EEMISSION NONTAXABLE I NESTLE E © RE LOCATION O F TO E PC MALL UTI Ury WITH THE UT Un Ow N D U N LESS x mD OTHE EVER REFER TO sv 2 07 17 EX AT NG ON BE PAT WALED CONTOUR IS (DAMAGE RE M E DIAL M EASUR IS THAT MAY 0 E R ALL I RE D TO PROTE CT BY FACES AN D P RUDE FLY AN D TO AVOID D 15RU PRO N C F SO RVI HE ON LESS OFF E ARAB NOTE E)ENDS AN D BmCKIN G ARE NOT SHOWN iETME ROVI DING HE M PO RARE SU P Po W M EVE MS ANDS ES EX CHI NG P REFER UN LILY CON RUC NP POGVERllUWSFO RMER IT SHALL BE THE CONTRACTOR5 RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS AND OTHER REQUIREMENTS BY THE CITY OF RENTON PRIOR LO STARTING CONSTRUCTION FEE APPROVED PERMITS AND BVRIDiELEPXaxE o PERMIT REQUIREMENTS IN THE CONTRACT PROVISIONS. GAS UIREYPoEANOgR r - BURIED POWER TELEPHONE PREP ' TMEQn; AN SIR CONSTRUCTION THAT INCLUDES CLEARING OR GR IING,RE SITE CONSTRUCTON LIMITS SHALL BE HOOVER AND MAR IN BY ME COMPACTORS PROJECT 9URVEYPR ORAND APPROVED BY Sa SANITARY SEWER IT] TELEPHONE VAULT & ECOREMEM,FLAGGED, AND ANY MUCH NEEDED AGREES TO PROTECT TO E U FE, HULM, AND SD STORM DUNNAGE MONUMENT ISM ARISAFETY OF THE TRAVELED AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED CYCLE CONTRACT ANY WORK WERIN THE RIGHT NORMALTRAFFICFLOWSHALLREQUIRETRAFFICCONTROLPLAINAPPROVETHEPUBLICRKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SUCCEEDOFTHE WENDY STANDY INTERRUPT STANDARD oSURVEYCONWOLLPoIM SPECIFICATIONS 107 23 TRAFFIC CONTROL SHALL APPLY. REFER TO S➢ 1d733 AND SP 110. w e WATER SAWCU 0 ® MANHOLEWE HOURS OF WORK IN THE STREETAGENTOF WAY SHALL BE LIMITED IO TA AM TO 600 PM ON WEEKDAYS UNLESS OTHERWISE APPROVE IN WRITING HERE PUBLIC WORDS DEPARTMENT. WE POLICE STORM DRAIN CATCH SAWMLIXE e DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NCTIFID TWENTY -FOUR (24I HOURS IN ADVANCE OF THE E ANY WORK IN THIGHT OF WAY RERMAIDGE(D), EWEOFPAVEMENT STOBMDMINCULSTAT IN & ALL MINIMUM ME PROJECT AREA REED iOsv 1-m. ExCEnFORwS xmDINSEGpN]-IO.DMRACfOfl SHALLMAIHi4HA URCX O:J O STORM OPEN M1NXHpE MIXIMVM OF ONE LANE OPEN IN EACH DURATION ATALLTIMESONALL ROAW WITHIN WEPROJECTARFA. ® FILLERM (ADVANCE OF MOUTHING ALL CONSTRUCTION THE CONTRACTOR, As WELL THE E 41NEEBS, SHALL KEEP AS BUILT MRAwMGS REFEJOFSFI-Dss ANDSPID5AI111CFS EXTYfOURkO XWUIN Rx3'.WAn s REPRESENTATIVE OF THE nry OF RENTON Tw -----a-----A— OUTLINE e N WATERMEER 2 UK PAY) CALMATSTRYCETSMAYBESPADECULL RALLIED ITS XYDRANi 10 WHEREAS AND DRIVEWAYALT AND CONCRETE FTREET PAVING SHALL BE VAUGHT TO APPROACHED SHALL RESAWCUT70 AFULL DEPTH PER SPEC14 MINIMUM DEPTH OF TWO O)IXIXAES OR HEMMED MANU TN6 EXPANSION pINT�Lsu0.mE CONCRERJAVEMEM,SIDFWAIXS, CURB, BURIED SIGNALCONDUIT • wARnvuvE n. ATEMPoAABYHOTMIXASFRALTFATCHSRALLBEPUEDONTHEDAYOFINmu IXUVATONWITHAPEMMEXT,u LEDPAT TOBEPUCEDMCm OFAENTWPoLIaWITHINTEXUDIMAx LLFOA sUDRADE INSPECTION PRIM TO SUCCEEDED OF FINAL PATCH. REETOSPSM ce AERINPDWER R-41 0002 13. ACOPY OF THESE APPROVED PLANS AND SPECIFICATIONS MOST BE ON ME SITE WHENEVER DEFMUGION N IN PROGRESS. ABBREVIATIONS: 13_ SEETHHE'STAANN�DARRD DETAIILS' SUCCEED RE ME MYSEGYECIFIUTION FOR REFEBENCDCIn OF RENTON (CDR) STANDARD DETAILS AND REFERENCED WASHINGTON STAR DEFORESTADEFORESTATIONDEPARTMENT DEFORESTATION AC ASPHALTCONCBETE EDP EDGE OF PAVEMENT AS PEDESTRIAN SIGNAL AS MARGARET PROXIMATELY EXC END "BEING ICALNRVE BE ADEPTURTAUGGENCY WE WLWINYLNLOBIDE A. FEEDBACK OFTHE WOW MAYBE PERFORMED UNDER ELECTRUCAL OVERHEAD H ANY REQUIREMENTS SET DEPTH BY ME UIDM OWNER AND APPLICABLE E WSAND REGULATIONS. EXISTING LIGHTING AND TRAFFIC SIGNALSABE SHOWN ASSYSURVEYS WE ACTUAL FMENOF AVE VENUE PUT NEARBY AIR PAD RpHrR FERTULINFLEGION WESEFUNRFSABENOTSHOWNTOEALEMDVAWINGs. FOUNDM DIP BE FOOT 6 EDGED ROAD WATER UTILRY NOTES AND SPECIFICATIONS: B070M OFDD REQUIRED EVE ARMY L CURE CALV WLVANMD POW, EPA RIGHTRIVEY FF BY RE RIGHT CONFORM TO MANFENA COUP OR LAToSR�san�IPPIEJoNOSTO BE FUSHAN AN MCHArvaauow.. BEoonk TOO BE ansC. AMBOrl LE IRON PIIPE ADErmINGS MORTAR MAN Cave-mnmEE TRHAPOLVER fDF DENSITY FILL ROVE MEGA DINSITY POLYETHYLENE S SLOPESOUTH A VAWWA CIM/A11-5-93 STANDARDS. REFER TO SPRESIDUE) FOR RESTRAINED JOAN PIPE AND DINGS. GIR CLEARANCE HIM HOTMIKAUSPLT ED STORM DRAIN DMETAL PIPE AREA HONEONTALRA Wp COME! STORM DRAIN MANHOLE i FIRE PERFORM SHAPE BE INSTALLED PER OR OF RENTON STANDARD APRIL DA FIRE HYEMM; LATEST REVIDUCI MEN HE HEIGHT FEET SHEET SEND CONCRETE CONIFEROUS ID INSIDE DIAMETER $S UNITARY REFER N ITS INCH CHAMBERS AND TURNER SHALL BE AT A MINING M OF ELEVATIONHAW CONNECTION IF BARRED EVIER MNHOLE 481 MAY BELOW RMHGPR. WHERE MM' CONFLICTS OCCUP. WARRUMAII AD ARETOBE LOWERED TO CLEAR. REFER TO Sp GOES. DNSi INQ INCLUDINSTNH SET BITRYS COB CITY OF A ONTO N KC CEINSTALLATIOINSTALLATION OF CORPORATE STEPS, WATER SERVKES, LINES AND METERS SHALL NOT BE COMPLETED U FULL AEG SERVICE AGREEMENTS, METER APPLICATIONS. CONSTRUCTION PERMTS. AND PAYMENT OF CSEE CREUGATED POLYETHYLENE PIPE LLT LEFT AE STANDARD FEES NAVE BEEN MADE TO THE CITY OF RENTON. UO CANDING FUEL STEEL ONG LOP CC REEF CSTC FAMAX MAXIMUM SW SIDEWAE TAP; WHICH MAY BE MADE BY APPROVED WE TAP CONTRACTORS WISH PRIM APPROVAL FROM CULVERT ME MAXIMUM ME PUBVKWORRTDEPARTMEN . PY NECESSARY EALWATON ND MATERIALS NETO BE SURGED C HULA CONTRACTOR AND BE ON SEE BANK TO GUY FABRICATORS, REFER TO SP Iffi3I191A, DECV MH NANIOLE EXTENT TEE MIAMI CONSIDUCTON EASEMENT DESCRIPTION 6. CONTNRM TO PROVIDE PLUGS AXDTEMWRARY BEACH OR ASSEMBLIES FMi nM AND MARY ACCEPTANCE PUERTO FINGERS IN, GET C MAIL OMMA MflXVLMETHCRYUR THE P TICK PRAY BE DUCTLE PIPE TUNS 6 INCHESAND LARGER IN DM3ETER AND. A EGNDWITI AVE CLURGED'PIGS PRIOR TO DISINFECTION. ME VOLY RCS" HALL BE GIRARD IXOUSTBIESNW SWAB AS ON DEC gAMETEROry NPH NOLRM,NORMING TYP TYPICAL WATER EQUAL. 3 LB/WF. DENSITY FOAM WITH AM GENERATED METHANE RUBBERCMTNG ON THE REAR CF"PIG'CNIGARY' SHALL BE CYLINDER SHAPED MR BULLET EDGE M SQUARE END. DWEG CARMING SEEM NOMINAL V/G UNDERGROUND THE DXTFAGOR WILL PERFORM ME MEANING OPERATION. REFER TO SP THEN IA DWY GRIMMAN HER NO STEEPER TAN VC VEflTULNRVE EA THG NO NUMBER VERE VERTICAL & ALL WATER MAINS AND SERVKESHALL BE PRESSURE TESTEDTO A MINIMUM OF 3D PSI OR 150 FSI OVER OPERATING PRESSURE IN ACCORDANCE WITS NE SPECIFICATONS OFTHE SET OF DRAWN AND EA EACH IX WWARRWESi HE CAPACITY OF WATER LOST FROM ME MAIN E6L DDARIMENTOF METER W/ SHALL Fqi EXCEED ME NUMBER OF GALLONS PER HOUR AS OSTED X CITY OF RENTON SP THOU3p3), ME LOSS INPRESSURESHALL EXCEEDF5 PH DURING THE 3 HOUR TEST PERIOD. REFER TO SP EN ECOLOGY W OFF AD WAWRDISRIU CARDS), EL. REV ELEVATION PAVE PAVEMENT XIMAG SEE WAR L EP ENDPOINT IOC POINT HE CURVATURE WE SET PK WEE PM IMINIMVM CONCENTRATION) CHDRIINE/WATER SOLUTION. 0 HAULAGGEPIMDIN D EQUAL CURVATURE XAC SEREBARNDCAP TJEPDEASWDSCHDREXESHALLBEMETEREIDANJECEDINBAEORONCEWITHSEION)L3.313A)OFTRSPEONPROVWOMREFERENEDADVE0.REFERT"Y33RgwR ESE EROSIONNDSECIMEMCCMBOL III POINT HE INFLECTION EST ESTIMATED PP POLYPROPYLENE PIPE 10. ALL JOINT RESTRAINTSYSTEMS)SHACKLE HUGE RUDE, BOLTS,ElD I SHALL E AS MANUFACTURED BY HUMAN MANUFACTURING COMPANY OF DWMBUS OHIO, OR EQUAL APPROVED IN WRITING GAME CHANG WORKS DEPARTMENT REFER TO SP RACE) FOR RESTRAI ND JOINT AND FITTINGS a a:yA'eo .EYw CITY OF RENTON DuvauavE NE D. EAI ey., yp_ RECORD IEDN TUR NEW LEGEND, NOTES, ABBREVIATIONS, GENERAL AND WATER UTILITY p.1 .0. DRAWINGS RwwwRm'InRurnDN NOTES AND SHEET I OFICATIONS gyv ' SHEET lOF3 F Wp` rn. iayF