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Home My WebLink AboutR-418509LO 00 T rl WATER PLUG GFNFRN NOTE SWntlartl PNn Na3M 1 NL WgIRAXD RNTERIALSSMALL BE IN ACCOROAXCEWOXTXELATESTffl p DFTXEQIY OF NPL WORFS STAXOARDSPECIFICATONS AMID SPECIAL PROVISIONS AND WSCOT/AMA STANWWDSPFOfIGTOXS, MUST EDITION AS AMENDEDBYTXECT'OF RENTOII. AM OFCIIYAPPROVEOPWIFSMALL BE KEPFATTHEXB41EWHEXEV MNETRI LION IS IN PROGRESS. A MEAN UCTON CONFERENCE SHALL BE HELD PRIMTDTNESrARFOFCONSIRUCTON.THECDXTWROR AND OR DEVELOPER$HALL BE RESPOICiW MR SECURING ALL NELF55ARY PFRMIFS PRIORTO CONSTRUCTION. 2. AILMSTINGUnUNESSMALLMOWN IN SERVICE DURING CONSMUCNONUNLFSMMW NOTED. TXECOXIRACIORSXNL CALL I4M4WSSS5 TD VERIFY MRITY WCATONS BEFORE BEGINNING EXCAVATION 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS MAIL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CM OF RENTON MDR TO BRINGING ANY MATERULLSOPIPME. 0. ALL WATER MAIN PIPE MATERIALSWALL BE CEMENT LINED DUCTILE ICON PI PE THICKNESS CLASS 52 PER AW WAC 01ADD C MI. PRE JOINTS SHALL BE PUSXON OR MECHANICAL JOINT. G IMNORDUC UIWNMPEXTIINGSSXALLBEUAff MM PER ANSI/ADSWA C110/A21.1082. ALL DUCTLE IRON PIPEAND F ORRIS SHAMBF WPAPPFD WIIX BNILNAIXNBFTYPE POLYEMYLME PU STCMR AW WACDSSTANDARDS 5. MINIMUM COVER FROM TOP OF WATER MNNSM FINISMEDGRADESHALL N 361NCM6 FOREPE DIAMETEROF IWNCMORLES MD651NMBMRPIMDIAMETEROFZ2-MCHANDIARGER. MMMUMCOVERMRALLWATFRMAIN53HNLBEEDN M MYDWIAnOMMUWKMPROVFDBYTHECTTYOFREMONPMRTOCONSIRUCTIM. WNFRF UTRffYCIXIFIICTSIXYUR MEMOFIIEOFTHEWATERMAINSHALLBEANUST MNECESNRYWCLEMCONNC MDTOPROVNEMINIMUMCWER, PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION NOR SAME CF PIPE USED. ALLTRINQF BACDILLSMM BF WMPACTMT095 PERCENT MAXIMUM DRY OENSMM DM WINED BYME MMIFIEDMMMTST METHOD IMDDI IN ROMWAYS, ROADWAYSHOUMEM RDADV/AYPRMM AND DRMIVAYS AND OPERCEMMM INUNPAED AREAS ALLPREZONECOMPACBdISXALLBE95MIDD. 6. CONCRETE BLOCKING FOR WATER MAAMI BE D6W NFD, INSANEDAND INURED INPIACEINACCORDANCF WRH CODE REMOX STANDARD DETAILS AND SPECIFICATIONS AND SHALL WE INSTALLED ATALL VERMALMbHOR20NTAL KKK WORDS ANDRAMOFRYDRANTS MEGAIWSIMSIMIWLPWMMMAYBEREQUIREDM1 MFCTAMCAI.JDIMRINACORDMM CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPS AND FIRMS MADE HAVE FOAM ME EG RUN THROUGH THEM PROM BEING NMXEO, OWNFECTED,MDTFSIED. CLEANING,PRSAIREMDPURRYT NGSMLLBE00NE1NMEPRFSFNMOF UNOERME SUPERNSIOXOFACRYOFRENMNIRILT'INSPECIM. THECONTRACTORSHALL.LIPPLKIIETALLARD REMWEPLUGS, MR MTONSTOPS,BLOWAFFASSEMMI6,MDTHRUSTRESTRAINT/BID WFMT NGMDPLIRT'AQEMARED. ID CONNECTION SMLLBE MADE BETWEEN ME NEW MAIRM BETWEENTME NEW WET -TAP VALVEMAN MORE MAIN UNTIL ME REDSPIPING HA BEEN FOAMENMED, NNNFERED, FWSXED, AND PASSM MOTH PRFSWREPHDMRIIYISNXG. IF NEW WATER MAINS INODDINGSERNICE IATFPALSSNNLBETFSTM ATASTATC MESUREM I5DPSIABOVE WORKING PRESSUREWUN A MINIMUM OFZ25 PSI TESTPRESSURE MR 130MIXUTES WRXAMALMUMDFSPDMESSUREDWPDUMM THE ENTIRE TEST PERIOD. UPON,GTSFARORY COMBUSTOR OFTHE PRFSURETST,ME UNESHNL BEOINNFECTED, FLUSHED, MDMMWATERSAMPLESSMALLBETAKENFORPMTHMS MMEMBMWORFSINSFECDR. 9. THE CONTRACTOR SHALL NOTIRTHE CT M RENTON WATER UTINYAND MAINTENANCE DEPARTMENTSATLFAS1710WORKING DAYS PROEM MARINE CORNKMAINSTOTHE STORE WATER SYSTEM.MECOXTMCIORSNALLEKPGSEMF MSTDG WATER MAIN AND MTNGS AT THE CONNECTION PpM BEMM ORDERING THE NECE55MY ADAPTORS AND FEWER REQIMM MR THERMLCARNECRON. MECOMMRORSHALLUGVATEREMOWE LSURFAUMATERR MDMONDESXOIRGAM AL MATERIALS REQUIRED MR THEM OF RENTON TO PERFORM ME CONNECTION TOME MOM WATER SYSTEM. ME COWR RSMALLPNOVIDEANDMSTALLR>CFFRLCONCRETEBACKING,MDCOINPISTEWRFASR6TM M. PUBLIC WORKS PLBN - DOOR R DEPARTMENT WATER PL.11N GENERAL NOTES MARCH 2010 TESTING DETAIL ±10 FIF EXISTING WATER LINE EXISTING TEE, DEAD ENO LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER VERTICAL CROSS (MJXFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2iAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(W) W/2'TAP & 20 BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING. CLEANING BY POLWIC AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES A BBs A PWORKS CONNECTION TO WATER MAIN BED. PLN - sees DEPARTMENT �C DEPARTMENT EXISTING TEE OR END LINE CAP t) MARCH 2O10 FIRE HYDRANT SIWL BE CCR IYPE EQUAL TO IOWA F-5110 LP COMPRESSION ME SUCH AS olAW MEONLCN: M & H 929. DUE 10 SUPER COMMON 200% AND WMFAWS PACM Nm s MECHANICAL NOR IN1£T WCOOS 5-1/4' MAN VALVE OPENING TT 21/Y H03 CONNECTIONS NATIONAL STANDARD THREADS 4' PUMPER CONNECTOR OTY OF SEATTIE THREADS WN A STORZ ADAPTOR. 4R75F SEATTLE THREAD X 5 STOR, ATTACHED WITH 1/3' STAINLESS SSEL CABLE. 1-1/4- PENTAGON OPERAMC NUT. END HYDRANT TO BE ANTED WITH TWO COATS OF HAND. KOLY-MCME/ ESEAVATYE PAINT Na 5280-553 DM ACRYLIC GLOSS. SAFETY YELDOW OR APPROVED EQUAL PUMPER CONNECTOR N FACE ROADWAY OR AS DIRECTED BY KNOW RRE DEPARTMENT. ERE MEANT EXTENSION TO BE USFO IF REWIRED. MIN. HE N 20' BEHIND BACK OF CURB OR le BEHIND BACK OF 3' 9CEWAL( MAT 15 ADAROTT TO CURB 4.81 A S STOR TWO-PIECE CAST RON VALVE BOX PATH LUG 5"SSB' MCK CONCRETE END MaxD ME coVER. EDUA1 TO OLYMC FOUNDRY CO. HMRAT. RUSH TO MATCH SBMAN(. STANDARD B- TCP SECTON WITH RMLRAR BASE EXPANSION RIFT AT SECTOR LENGTH TO FIT. VALVE NUT DTENOON 21 BACK OF BREMNER AS REWIRED. -WINGATE SIMILAR RAISED PAVEMENT MARKER TYPE N-A / OR MIANI STEP JI STMSONITE TWO-WAY BLUE FERM YE W. MIN COVER CONCRETE e1MONG O R O THRUST BLOCK MATH ONE FEE. PATH 6' FLANK SCE QUTEL C DATE VALVE (R X MR AMA C-504, RESIDENT SEAT S' DUCTLE IRON PIS, OAM 52 CEMENT LINED. LENGTH N ET 2-3/4' CNi-TEN STEEL TE RONS 11' R B' R 4- WHERE 1/2 YNU OF 1-1/4' WASHED DRAW ROCK CONCRETE BEARING i ABOVE NOT EANGE RACE B ME BLOC( UNDER HYDRANT MLYEnI EW MOUND TOP AMID SIBS OF MARL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL All GROUND MIN3' RADIUS NIX 3' RAGCS 1 WE MAN NOW 8�8' CONCRETE PAD 8' CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY M. P11N - SMA a A DEPARTMENT MARCH 2010 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY WAITING SPACES LEFT 18 X 24 - WAITING SPACES RIGHT 18 X 24 - WAITING SPACES AHEAD 18 X 24 - RESERVED WAITING 18 X 24 - PICKUP LEFT PHARMACY RIGHT 18 X 24 - PICKUP RIGHT PHARMACY LEFT 18 X 24 - STOP THANKS FOR ORDERING 18 X 36 - PICKUP HOURS 18 X 36 - RESERVED 18 X 18 41 PHONE NUMBER 8 X 18 41 VERTICAL PICKUP 18 X 36 41 PICKUP LEFT 18 X 24 2 PICKUP AHEAD 18 X 24 - PICKUP RIGHT 18 X 24 3 ALL PICKUP WAY ENDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Gelly.ThomasOWalmarLoom) AND BRAD KEENER (Bradley.Keener®walmart.com). REQUEST SHALL CONTAIN A DEUVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. PICKUP EXTERIOR SIGN SCHEDULE NTS FINISH LEGEND P5E SAFETY YELLOW P76 WALMART BLUE FINISHED GRADE ELEVATION /zi t n v,.,.. .l R MIN. COVER (10-INCH DIAMETER AND UNDER) 4 R MIN. COVER (12-INCH DIAMETER AD OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE INSTALL 2- PLUG ON TOP BOND FLANGE AFTER REMI OF MLYPIG AVI OFF WATIC4 WYL WE ETHE SANE AS ON OFBAN LIRE FLANGE(DOE N TOP a TEMPORARY MOW -OFF ASSEMBLY (REMa2BIM PwG MER MANAL O CuENmD 1POLY-ENT) ONE BOND ONE u0 IFLA) � ON NO001 OM OF CROSS CONCRETE ALL DEDENNIS AND OERROW wnRP AU RE REMOVE➢ FROM SOUP OF VFFI v CROES BEFORE PUBLIC WORKS POLY PIG STATION FOR CLEANING OF M' PLRN - RDDA DEPARTMENT WATER MAINS MARCH 2O10 PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED. CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. PICKUP LANE STRIPING. 12'-D' PAINT TRAFFIC WHITE, EYE. WE m L @ G.C. TO SEAL COAT STRIPING PER SPEC w SECTION 02787 y10'-0' WE ED z THE y TYP w U "PICKUP" PARKING STALL (,AT CANOPY) DETAIL THE. NUMBERS SHALL BE PAINTEDTOMATCH `A EXISTING STALL STRIPING COLOR I NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 -PAVEMENT MARKING "PICKUP" PAVEMENT NUMBERS NIPS So wNOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTER TYPE XI, SHEETING, WHITE LEGEND RED BACKGROUND R1-1 3011X3011 STOP SIGN WITHIN PARKING LOT WE ® NOTE: SIGNS BALL HAVE HERE ASM RTIE TDGRADE, TYPE xI. .e� SHEETING,f FOR LEGEND,BMDER -BLACK BACKGROUND-WHRE(RETROREFLEMVE) STOPSYMBOL - RED( SETROREFLECTIVEI R1-5b STOP FOR PEDESTRIANS NT.S. / DO NOT Y � ENTER WHOE REFLECTIVE SIGN WITH REDDIGC WHITE LETTERING AND HORECMAL WHIM LINE R5-1 ADO NOT ENTERR SIGN N T.S. R-418509 T-418504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Scott Warlick 8/30/2021 TTJK `Me IERNR/L "° 1Pgn1R CITY OF WALMART #2516 /29/2C Am AS NOTED USE RT SUPERCENTER PICKUP EXPANSION N`®WFBoor JSB RENTON CONSTRUCTION DOCUMENTS A1� PAGE WALMART DATUM � ft " RCJ Plonning/Building/Public Works Dept. SITE DETIALS (SHEET 3) C4,2 NO. REVISION BY DATE APPR AMN BDA � g PRE,. Z 0 U) Z Q IL x LLI IL _U F Cc cQ G J Q ►n