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Home My WebLink AboutzT-418501Set00 0 1 Ln 00 T m ti I I I I I I I I I I I I PICKUP AREA M' Ism L 'i. SUPERCENTER #02516.249 ' r� 0 w SW 7TH STREET I I a�Lu Y J Q o. d~ ! I Z I� Lu �Pickup Q n w NO. T TJK mar.0 ., I CITY OF Am AS NOTED -T EB RENTON oME JSB DATUM '� CJ Plonning/Building/Public Works Dept. REVISION BY DATE APPR �BDA SIGNAGE & STRIPING SCHEDULE NOTES PROPOSED PICKUP PICKUP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICINP PICKUPSIGNAGE, LEFT. SEE DETAILSHEETC3. SITE SIGNAGE LEGEND - - - PROPERTY LINE PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. PROPOSED PICKUP AREA SITE SIGNAGE NOTES 1. THIS PLAIN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PANS PREPARED BY PACIANO. DATED hNN201L THIS PLAIN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDIT ONS MY VARY SIGNIFICANTLY FROM THISOUWTNG. 2. REFERENCE SITE DETAILS FOR SIGN LOCATION& VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. GRAPHIC SCALE 60 0 3) w 120 No (Iry FEET) 1 mI or R-418506 z T-418501 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING w Scott Warlick 8/30/2021 IL _U IL WALMART #2516 see 0 /29/2021 F- EE LLMART SUPERCENTER PICKUP EXPANSION "m°°BOOK Q CONSTRUCTION DOCUMENTS ..,.MADE 2 DIRECTIONAL SIGNAGE PLAN C3 '� 6 m17 >Q rn ��00� LU ~ �� 4�� g�� s�� 1 c� O � g �O LO oo FBI BIT M17171711 7 O O O O £N O �] 2 Stall Designation Signs B 18"x 18" 2255F n SIGNS FURNISHED BY WA -MART, ATTACHMENT aTO WALL OR BOLLARD BY G.C. o00 R Logo Signs (Large) • 36r x Pickup Hours sign size 38"Tie' ass -ass -sass Logo Signs (Small) Call In Sign Parking Stall Placard 18"x BY 100 SF 18°xIG 1.00SF R fr ® o0ap ° ace ap "PICKUP" SIGNAGE N.T.S. Directional Signs (Lek / Straight /Right) mm"x24^ a.DD SF NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE HER ARE TO BE INSTALLED ON A NOTES FOR SINGLE POST WILD SINGLE BUST WITH BOLLARD. BOLIAflD: 1. ALLSIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL AT CROSSWALKS HIGHWAY ADMINISTRATION'S " MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO . POSTIN ACCORDANCE WITH I� OR , MANUFACTURER'S .�� INSTRUCTIONS. AY, 2. GALVANIZED SQUARE TUBE POSTTUBES S'%2"IIBa POST TUBE SHALL MEET ASTM GALVANIZED A1011 GRADE 50. SQUARETUBE POST TUBE GALVANIZED AS PER ASTM M53 GRADE 90. —T 35W AT INTERSECTIONS NOTE'. SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE SIT SHEETING. GALVANIZED— SQUARETUBE NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE J'-0" SEE BREAK AWA TUBEP05 SUPREME OF CONCRETE SINGLE POST WITH BOLLARD NEVER LESS THAN 9' ATINTERSERIONS � 36" STOP SIGN DOUBLE POST WITH BREAKAWAY POSTS NEVER UPS THAN 9' (UNLESS STOP SIGN IS USED) NOTE: SIGNS SHALL HAVE DIAMOND (UNABLE, ASTM TYPEXILSHEEFNG. AT INTERSECTION( ATCROSSWALKS-) b OR SQUARE TUBE NOTE TFIEMINHEIGHTOr BID THE B070M OF THE LOWEST SIGN SHALL SEE BREAK AWAY TU OF CONCRETE NOTES FOR SINGLE POST WITH BREAK AWAY POST. 1. ALL SIGNS SHALL COMPLY WITH J.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WON MANUFACTURER'S INSTRUCTIONS. d. GALVANIZED SQUARE TUBE POST TUBES-PL MEET POST TUBE SHALLMEEDASTPE RASU GRABS RA POST TUBE GALVANIZED AS PERg51M A653 GRACE 9U. ANCHOR TUBE -2-1/0"x2 TVV FARM HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM BUSS GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM ABC DEEP WITH 3" MIN. O" MAX. EXPOSED ABOVE FINISH GRADE. NOTE'. THE MIN. HEIGHTOF THE W70M OF THE LOWER SIGN SHALL BE TO" End GR.5 5/16°GR.5 SERRATED FLANGED BOLT FLANGED NUT x O O E Gli SURFACE PLAN VIEW PARTIALELEVATON SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST NEV ERLESSTHAN 9LAYOUT PER STRIPING NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) DETAI MITE PUN (UNLESS STOP SIGN IS USED) 6-O -0 ?� v z� q 0 IS A, U NOSIG NS SHALL BF AS NO SIGNS SHALL BE NO SIGNS SHALL BE NO SIGNS SHALL BE _ LOCATED WITHIN >O LOEATEDWITHIN LOCATED WITHIN LO SHADEDAREAS 30"40P"SIGN SHAOEDAflEAS SHADED AREAS SHADED AREATHINS SHADED AREAS SHOWN IN DETAILS MOUNTED TO POST SHOWN IN DETAILS SHOWN IN DETAILS SHOWN IN DETAILS 'STOP' "STOP FOR PEDESTRIAN"SIGN WITH BREAK AWAY 'STOP'SIGN ONLY�ON ONLYONPOST " 30 °STOP ON POOL ALL SIGNS EQUAL TO MOUNTED POST 'STOP "SiO SIGN POST Sam BOLLARD WITH BOLLARD STOPFOR SIGN ON POST OR GREATER THAN 36 "IN TO POST WITH BREAK WITH BREAK 3MA ONPOSTWITH DOLLAR) ON POST 'STOP FOR DESTHIAN'SIGN LSIGN5PEDESTRIAN (qLL SIGNS GREAT ER AWAY POP WIDTH SHALL BE MOUNTED ON SHALL BE ON PO4 WRH BOLLARD FAST SHALLBE THAN361IN WIDTH STAFF POST WITH BOLLARD) ONPOST WITH ON POST MOUNTED ON POST WITH BOLLARD ON POST NPOS WITH INsrqufD Ory POST WITH INSTALLED ON eouARo BOLLARD CURBED ISLAND - SO° PAINTED ENDCAP-FLY CURBED ISLAND GET PAINTED ENDCAP-90° SIGN LOCATIONS -SEEN PARKING SIGN LOCATIONS -EO°PARKING S-90- SIGN LOCATIONS-90°PARKING SIGN LOCATIONS -60°PARKING SIGN MOUNTING AND BASE HO S s.111112. ?N1) PMl COx TO MORGUIPMENT COSMIC ARM AT BURNHAM SALVADOR POLL • • CANNIENT AT EQUIPMENT rp wmCTED IN a POLESHAULGENUUm ORDAND CARAVANS TO FEE CARP wm I[RUND Nurs GROUNRFARY BASS PLACID N. STALLATION IN GUARANTY cm ADJACENT ED PAGES CLAIMANTS CONTINUOUS ue ru CLASSIC ANnm ORDERS YA ISHrn E IF C°TO Flw—� .cum rtn m anunas 6/6'. 12 C�PM�D GROUND KID 6wwT As REPORTER °. 6 Aix / nv XWAS WE AT OSWp WO IN epF DISTRIBUTE) MINTH °LTRL c SECTION "A -A" ¢rww)STAR ANK)�R PERCHICE S SOL AM PILOTS ""RNI i R a RURAL S`E PLARN RAN AU ` (n wlrs T,S' wa. FLATS vomp TMUV .wawa . °r LME . 6' TASK BFICS AT HELP AMID or m IN GRACE ADM m BEAR TE HUNGaNX DRE BLUE SPACE PLATE a a/x' SOL UHARDER a r xa DANGER wa°H - °-n•8' EAST 'CAMEONLY, AT. ia.u°x° ACES III GUY DIFF RELAXATION 1 LAST. ni nTER .IB o.�aMAX BRADY ON RUN �x%an ATOR mON`wNA °w61 BRAw9 P. a uwuxu Bw.m rre -tea aN p* LOAD ROSE SHASO ESTATE ALI IN �N� BOX TORWARCY1 FRONT BE US PRIFFEA LOCATION FROM J �T GAMBLE ISTECAL BULAXI JUNCLON INK SHOT THE FORMABORK DOWN BE RANDOM PART NUMBER DISCUSSES SECTION DIV COLORADO DIVIDED FI 2 MARTIN AR E _ _ HAx°HUE Rm COVER w CAN UUU6ETHUR TO OCCUR TO "A ABLE xARCHADMIND 0 E FRUPC PARS NE SAY FEW OJHR #w1® AREA TV UP LORNw wLOT P ua waxoCw Ni MET eHa°cnox Md ED L TO PLC n ncTERS MANOR BOLT F , qa � TYPICAL ANCHOR SPACING BOLT NOTES • IF WATER IS PRESENT IN HOUR, RENTAL ��E POURING CONCRETE • TOLERANCE EXCEAVATHN CHAT HE By 24 ACRES IN UNW�D UP PROPERLY COMPACHED FILL PER SPECIFICATIONS • TOLERANCE SHOT NAVY A MININUM A�OW�E END BELONG OF FDA Im' • TOLERANCE HAS BEEN MEMBER FOR A CRUARVE ART BASED ON A MINIMUM C�W VALUE OF IONY Can rw LANT PO L BASE FOLNINAPRONST Tor Att[CruL[PRECAME BAR CUP FAR. EFFORTS MCA OVERCHARGING UNI * CLEAN FOR IN PIPES ARTH MAX "ADDS °F CASTm-n°lA¢ aaOf RulSEixFORT PRICE ARM TYPICAL LIGHTING POLE BASE DETAIL m TYP -C a PAINTED TRAFFIC WHITE ASSOCIATE PATH DETAIL SETS MANHOLE, FOR TRAFFIC CLEAN -OUT DETAIL NOTES: 1, ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINIGTRATION'G -MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND A F SPECIFIED, MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, LAYOUT PER STRIPING EG EO _ .+ DETAIUSOE PLAN LAYOUTPERSTRIPING - °EQ DETNIBRE PLAN p y' POST WITH SIGN($) �- NEVER LESS THAN B' (UNLESS STOP SIGN IS POSTWITHS ADD USED) PAINTED ENDCAP-90° CURBED ISLAND - EGA SIGN LOCATIONS - EST PARKING SIGN LOCATIONS - W'PARKING 4 , r GALVANIZED GALVANRED Ll SQUARE TUBE IJ SQUARE THIRD SLOPE TOP OF CONCRETE SEE REMOVABLE SQUARETUBE �' USE O'SOH, FILLED Ja' MOST STEEL PIPETEWIT W/CONCRETE WITH Q Q TDPTED TRAFFIC Q SLOPE TOP - PAINTED TRAFFIC OF CONCRETE YELLOW � HER N GROUNDSURFACE GROUNDSURFACE GROUND SURFACE ALONG I OIL Ii E, CON .$L P.C. CONCRETE BASE e e CON PRETE BASECO N DRIVEN DIRECTLY N ;SON INTO GROUND TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND DRIVEN DIRECTLY INTO GROUND IN PAVEMENT ASPHALT OR CONCRETE PAVING SEE GRADING PLAN 2Bc%FX69 CONCRETE COLLAR IN PAVED AAFAS CLEANOUTPLARI BELOW PAVING LONG SWEEP WE NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING& UTILITY PLANS B. DO' PROVIDE CLEANOLnS AS SPECIFIED BELOW: - GLEN Z-100 CLEAN GIFTS IN NONTRAFFIC AREABBSIDEWALKS - ZURN Z-149 CLEAN WTS IN ANDSCMED AREAS - ZURN Z-100 X0 CLEAN CUTS IN TRAFFIC AREAS WITH A"SERNCE STATION' TERMS MANHOLE, DEAN #10C Al2- DRIVER CORPIOPW DD.. NOTrosQaLE NOTE ADITTENSCOPETEMAT(OH XF ADJACENT PAVEMENT oVwEIPSEnXDbNGITA01rvnl MI /1/EWNp �u11 M . C CONEI ED NMME TFLAAOREST DAF KB CB FMAX CCG AORRGHIG COxrpC6 HALT KLnMlx.lwnlus yy,. annlu;.� uE Pnv1CCOnu FOR SUDGUAREANDOCAPARTION TYPE "A" CONCRETE CURB AND GUTTER El NITS RBA li/1)/Y R-418507 T-418509i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 iJK AS NOTED NI#'wn1#eTsl CITY OF WALMART#2516 D% Am JGB WALMART SUPERCENTER PICKUP EXPANSION ease RENTON CONSTRUCTION DOCUMENTS M. DATUM "R cJ Plonning/Building/Public Works Dept. SITE DETAILS (SHEET 1 NO. REVISION BY DATE APPR AF"81BDA •� ►� iM m L0 00 f LLBCLT NUT LOCATIONS T SLOPE TOP OF CONCRETE >7 AO� GROUND SURFACE LL 3000P.S.I. P.C. CONCRETE SASE I? FF n1 AY FRONTVIEW Dozbi9n EnAMBpe ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BLACK FACES PUBLIC STREET. ALIGNTOTOP. U-BOLT BOLT LOCATIONS PER STANDARD AS SPACER AS FOR LEVEL SIGN MOUNTING — USE 4" SCH. 40 STEEL PIPE FILLED AN CONCRETE AS TOP ROUNDED AND PAINTED TRAFFIC YELLOW "M SIGN HOSE CLAMP SLOPE TOP OF CONCRETE 3000 P.SI. P.C. CONCRETE BASE IN PAVEMENT MOVE OUTFIELDER FILLEDVOGEM WITHMOPROUNDED PUROLATOR RMSEDGREARE GOING NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WIN MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES -2-X2xJ 1298 POST TUBE GALVANIZED AS PER ASTM M53 GRADE 90. ANCHOR TUBE-2-1/4T2-1Nk118' 12ga HEAVY DUTY ANCHOR NBE SHALL MEET ASTM A6W GRADEB. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP ED GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12'. THE ANCHOR TUBE SHALL BE A MINIMUM 27" rQ DEEPWIIN3" MINA' MAX. EXPOSEDAHOVE FINISH n GRADE. 'W16-GR5 FLANGED BOLT .a SERRATED FLASHATED T O GROUND SURFACE SIDE VIEW PLAN VIEW PARTIAL ELEVATION 7 N"110WP 1, COVER[) BARNETT SHALL ME ARMED BUFFITTO WAL—MART LIGHT BASE DETAIL WIF ucmulxwn��euuuy wruam 0 DENNIS, I ME I IV AT OF BEDONGHER�TS� MARCH. WAT NI. AREA PAYABLE e CLIMB PURCHASE PRECHUST PATH MEN INOMMAuncaulnxn Hu ISNo UM 7 WE BOTTOM OF THE PARENT DUTCH BASIN MY M SLOPED TO FACLITATE CLEARING 3 THE RECTRUGGLALLAR FRAME AM GRAM WAKE I INSTALLED WITH HAS FLANGE DOM THE FEARS BUY IS CAST IWO THE ADJUSTMENT SECTION 4 KNOCKOUTS SHALL HAVE A WALL UNUMMONS Of 7 BETWEEN WE KNOCKOLT WALL AND THE OUTSIDE OF ME PIPE AFTER THE PIK IS INSTALLED FILE ME BASE MEN JOHNIT AFGHAN I" ACCORDANCE WITH STANDARD 5 All GRACE RINGS RISKS ME COATINGS BEFUL BE SIM 6 MEN CONNECTED TO A NEW PIPE WE A FLEXIBLE CONNECTOR (KORMHAVE. PAT MEN CzFWJKWllm PIPE ANAPPIER ON APPRENERED CHURCH MEN (COMPOSED OR AN EXISTING POPE ME A EMERGED REAND COLLASS OF LEE DIANE MATERIAL AS TEE MAXIMUM PIPE 7 AGREES SHALL. SE MIKE AND �ED PER MANUFACTURESTS MINISTERS TAKING UNTIL MAKE IS FLUOR WITH PAVEMENT M DETERMINED WITH A STRUNGREFT EDGE OF MEADOW 9 BUT MORTACH JOINTS SHALL BE TRAINED RUM AND RUBBER VISIBLE UPON COMPLETION MMNUM BIG 4, OF SEE IF MY UP BY UP IF ANY AT BE w ar, WE ir PAY IV PIPE �MM� PIPE "MI MEN! UMMUM INSIDE SUMMER BE SEE C, BOY SKY M. ME For AS WE BE 4:7 MY Ar AV AV W Ar ARE ANY Mw w BE WE AN, ar HER IW IT ME WE AM 4AM 0�m.Uo �w �e�m�pn (am SPEC BUNNE Wz3iDS WEAK EweclTlanonozns TOY ' ' P.O.CONE.PREXPROLL TSUREEDax EMADMID SUFFRAGE NEW (FAMPACTIMMUMMACEEPERWALEVM STANDARD DUTY ASPHALT PAVING PAVING DETAILS ETA PTICAVING Are OWHY 0 C MWIQ ®®v�®®pve pvvpvppppOppvp ppper �®p® ®Q®®�®pp®pppp0 vvpp ppppvp pppvvpppppv ppvvv v®vvvv®vv vvv pv ItOMETMC L� N. T eSttloXa 3[4TI0M• xortxRUM 1 BOLT DOM CAPABILITY IS SECURED ON ALL FRICAMED LIEU XTHE RRUM, I PAT WWI" NNW M RUM INTE PUBLIC WORKS ID DESIGN B NOTE PROVIDE VX EKSIDEANSIM JOINT x B PLAN VIEW inRisiuwioloonl *.j SEESTEPLAN ud•TIANEES REGARDED EXPRESSES JOINT SPACER@ 35 a.c. MAE o v AT. fu:r lo[w~. A AIL mP1 j SV Imo.EMBOSSMENTS Irreld vz•x 1GH mPl mPl� d'�rP� MEMBRANE WHEREHAD REWIxCATERER mTl �EINFOA¢MNT NEW SECTION A -A WAY MAX 09 ME ME MR) SECTION B-B FEACH IN WLdx Wldwwr AGREED. PICKUP CONCRETE SIDEWALKETA El uXNG ,unM A A SEE SITE PLAN FOR ITIME OF SAFE C- AHEAD)�� DIRECTIONAL PAVEMENT MARKINGS NOTE SECTION 02765 PAVEMENT AMONG RUST MET M�D AREA IN SOMME XOTEX' V�,o� axJ PF SUED a.MANUFACTURER B2 ALTERNATIVE SENTENCING Ea,m xA .Ci111X1t aa,GxaIN wTo x1 wxma GxaX.AGE .o INAPPROPRIATE PUN:w.0 mN DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/za/zoLB :45 AS FINE SET M (EMHART PEAND UP SHEET 11 MANY ORDER N~ NOTEAREA � To HAS S wI USABLE! AND VAR OF SECURE RUM PIK JAMES THAN 12MIAMECTUR AND FOR DEPT FRANCS 2, ALL SLOCKING WALL BE �D IN PLACE CHOSE UNNS%�D DAVIS GROUND, 3ALL BOUNCE MUTANT BLOCKS SHALL BE MCKFII AFFECT FAR I DAY PREFUSURE LETTERS M 5. BLOCKING MAUNST FITMAR SHALL MGM FORMAL FEE �EA�T DRUM SUFFICAUSE AREA POSSIBLE BOY SUALL NOT COVER OR INCOME BELL ENDES WINE RED M BOARDS REASONABLE ACCESS TO COLTS AM BOARDS SHALL AN BROOKS, G ARROWS BE PAINTED P126 TYPE10 M 11-1/4' BEND 24-1 /4• BEND 45' BEND CAP TEE 90' BEND a VM w.m mr '® . `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm m PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r uw. cvm ,m wAme�ux MAX rlux ,Y�u MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw ax UTl- �� •,✓gn oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � ARROWS BE PAINTED P126 TYPE10 M 11-1/4' BEND 24-1 /4• BEND 45' BEND CAP TEE 90' BEND a VM w.m mr '® . `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm m PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r uw. cvm ,m wAme�ux MAX rlux ,Y�u MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw ax UTl- �� •,✓gn oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � LO 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