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Home My WebLink AboutR-418513Ln 00 T Q 0 n 1101 J• UTILITY NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PNNNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF NE WSOOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVEDAND MODIFIED BY MECNY OF RENTON IN THE RENTON STANDARD PUNS B SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SUE AT All TIMES DURING CONSTRUCTION. 2, ALL LOCATIONS OF EXISTING UTILTIEB SHOWN ARE APPROXIMATE AND IT SHALL BE THE AVOID WAGE OR DISNRBW CE. FO3 UTIUTY LOCATES CALL"OUR LOCATORS 3. AN APPROVED TRAFFIC CONTROL PLAN IS REM IRED TO BE SUBMITTED AT ME PRE-CONSTRUWON MEETING. 4. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERMN DATUM 1901991 METFAS UNLESS OTHERWISE APPROVED BY ME CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PUNS 5. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AMA Cl 10 AND CAN OR LATEST REVISION THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING BULL CONFORM TO AMA S M OR UTEST REVISION. PIPE JOINTS TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CUSS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI C10MA21593 STANDARDS. S. CAST IRON ANY DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS IN DIAMETER AND HAVE MECHANICAL JOINTS. THE PONDS SHALL IN ACCORDANCE WRY EITHER ANSBAWNA Cl TM1.10 87 OR ANSIIAWWA C15LA21.53 W. THREE(3) INCH TO 12 INOY DIAMEMRFITTINGS, MICH HAVE MECHANICAL JOINTS ANDIOR FLANGED JOINTS, SHALL BE INACCORDANCE WITH ANSBAWNAC11NA211087 ORACCMBINATION OF ANSIIAWWA CHI OIA211087 AND ANSIIAWWA CIENA2153 S4 SUCH MATTHE AM O N OF ME FITTING NTH A MECHANICAL JOINTS) MAY BE WITH ANSIIAW WA C1510213&M AND THAT PORTION OF ME HO NG WITH FUNDED JOINT(5) SHALL BE IN ACCORDANCE WITH AMA C11NA AMA. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSIIAWWA SECTION 1W.30FANSIIAWWA CHOIR UGH87 SHALL BEOBTAINED BYMECONTRACTOR AND TRANSMITTED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND RING STUFFING BOX (AMA C500) OR OF RESILIENT SEATED TYPE (AMA CSM. UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST W, MUELLER COMPANY N0. Q380 OR M 6 H. 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH ME PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CON FORMING TO AMA C50285 WITH A 61NCH MECHANICAL JOINT INLETAND A MAIN VALVE OPENINGUM VD) OF 5114INCH, TWO YIR INCH HUGE NOZZLES WITH NATIONAL STANDARD THREADS 7In THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLEWITH ME NEWSEATRE PATTERN 67H FADS MR DEGREES V. THREA➢S'. OUTSIDE DIAMETER OF MALE TH REA01875 AND R W T DMMEIER 4.6263 HYDRANTS SHALL HAVE A 1-1141NCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). SURFACE WATER NOTES 1, BEFORE ANY CONSMUCTIM OR DEVELOPMENT ACTIVITY OCCURS, A ME CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERREDTOASTHECITY. THEAPRICW T AND THE APPLICANTS CONTRACTOR 2. ME APPLICANT SHRILL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STAIR AND 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ME LATEST EDITION OF ME CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE MD. AND ME STANDARD SPECIFICATIONS FOR ROAD &TOPE AND MUNICIPAL WNSMUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA),ITSHALLBETHE SOLE RESPONSIBILITY OF ME AP PLICAW TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PUNS. ALL CORRECTIONS SHALL BEAT NOADDITIONAL WSTTOTHECItt. 4. APPROVAL OF ME ROAD GRADING,PARKING, BUILDING, AND DRAINAGE RAN DOES NOT CONSTRUE AS APPROVAL OF MY OTHER CONSTRUCTION LED WATER SEWER, GAS, ELECTRICAL. ETC.) PLANS FOR STRUCTURES SUCH AS &AWES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. TH E SURFACE WATER DRAI NAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ME APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF ME APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. RELOCATIONS OF ALL EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY RESPCNSI BILITYM ME APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENWNRYWRIFYMEACCUFACYOFAILUTIUWLOCAnONS SHOWN. ANDTO FURTHER DISCOVER AND AVOID ANY OMER UTILITIES NOTSHOWN HEREON THATMAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. ME A W LICANT SHALL RECORD ON THE AEBU ILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PIONS. THE APPLICANT MALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHRILL BE NAVD 88 AND FOREGO& DATUM SHALL BE NAD 83 MRA STAM PLANE, NORTH), UNLESS OMMWISEMPROWD BYMECItt REFERENCE BENCHMAM, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCHBACKRL AND ROADWAY SUBGTRUE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2O3.3(14I0 - COMPACTION AND MOISTURE CONTROL TESTS OF ME WSDOT STANDARD SPECIFICATIONS . IN PERMEABLE PAVEMENT AND OMER INFILTRATION AREAS, ALL TRENCH MORRILL SHALL BE FIRM AND UNYIELDING BUT IN NO LASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. THE TWO 2 In INCH HOSE RUGGLES SHALL BE FIIIED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF ME WE DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE Frt1ED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHMESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTERS WITH A STOPZ ADAPTER, 4INCH SEATTLE THREAD %5INCH STORE. STORE ADAPTER SHALL BE FORGED MGM EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. MRFADED END PORTION SI HAVE NO LUGS AND TWO SET SCREWS iW DEGREES APART. STORE FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH IS INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE, 11. FIRE HYDRANTS SHALL BE PAINTED NTH TWO COATS OF PAINT PRESERVATIVE PAINT NUMBER 0485 SAFETY YELLOW OR APPROVED EOUK. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTPILED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS "TEST REVISION. 14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. A - WATERMAIN 12 INCHES AND URI SHALL BE AT MINIMUM OF 0INCH ES BELOW FINISH GRADE. WHERE OLITY CONFLICTS OCCUR, WATERMAINS ME TO BE LOWERED TO CLEAR 15. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEARING'PIGS' PRIOR TO DISINMOTION .THE'POLY ACT WALL BE GIRARD INDUSTRIES AQUA SWAEAS ON APPROVED EQUAL, 2 LIM FT. DENSITY FOAM NTH 90A OUROMETER URETHANE RUBBER COATING ON THE REAR OF'PU ONLY. 16. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CCMFACTO WILL PERFORM THE CLEANING OPERATION. P. ALLWATERMAINSANDSERNCESSHALL 150 PSI OVER OPERATING PRESSURE, IN CITY OF MNTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. AIL PRESSURE TESTING SHALL BE DONE IN ME PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON, ME QUANTITY OF WATER LOST FROM ME WIN SHALL NOT EXCEED ME NUMBER OF GALLONS PER HIM R AS LISTED IN CITY OF RENTON UTILITY SF ECIFICATIONS STANDARD PUNS B SPECIFICATONS 7.113(11). THE LOSS IN PREWURE SHALL NOT EXCEED 5 PSI DU RING THE 2 HOUR TEST PERMAD, 1B. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY ME INJECTION OF A SO PAM (MINIMUM CONCENTRATION) CHLCRINEAVATER SOLUTION. DRY CALCIUM HYPOCHLOUIE SHALL NOT BE PLACED IN THE PI PE AS UI D. CHLORINE SHRILL BE METEREDMJ ECTED IN ACCORDANCE WITH SECTION 7113(12)E OR7-113(12)' OF ME STANDARD SPECIFICATIONS REFERENCEDABOVE. 19. A PRELONSTRUCTION CONFERENCE IS REQUIRED PRIM TO ANY CONSTRUCTION,A MINIMUM OF FTWE (5) WORKING DAYS NONCE IS MEN RED FOR SCHEDULING. 20. TWENTY-FOUR(24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE C IlY AND NOTED ON TH ESE APPROVED PUNS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH ME CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY FINE AND MADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PUNS OR WHERE DIRECTED BY ME CIN..MEEXISTING MANHOLES, CATCH BASINS OR INLETS SHALL BE ADJUSTED TO THE GRACE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHML BE INSTALLED AND IN OPERATION PRIOR TO, OI IN CONJUNCTIONWIIH, ANY CONSTRUCTION AGTMTY UNLESS OTHERWISE APPROVED BY THE CITY, 12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDAAD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR TH E TOP OF TH E F W NDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AUNIFOWLY DENSE, UNYIELDING WE ALL PIPE BEDDING AND BACOILL SHALL BE AS SHOWN ON ME CITY STANDARD PLOP 22000, M 10, AND 220.20. 13. STEEL PIPE SHALL BE KUMINIZID, OR GALVANQED NTH ASPHALT TREATMENT I, 2.OR5 INSIDE AND OUTSIDE. 14. ALL MANAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT LOCKING LIDS PER ME CITY STANDARD PLAN 201.10, M420, 2N.31.10. AND 204 W SMUCMRES SHALL HAVE • RECTANGUUR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF ME ROADWAY. • ROUND, SOLID LIDS WHEN NOT WLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY BUT OUTSIDE OF THE CURBIGUIIER LINE. • ROUND, SOLID LOS DISPLAYING ME CITY LOGO MEN WITHIN ME PUBUC RIGHTOF-WAYOR IN AN EASEMEWTOMECItt PRIVATESTRUCNRELIDS OUTSIDE PUBLIC RIGNTLF-WAY AND EASEMENTS TO ME CITY SHALL NOT DIWUY ME Cltt LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT MOMS AND MIMING SETBACKS LINES OF THE RENTON SWDMI. I& LIDS OF MANHOLESICATCH WINS WITHIN PUBLIC RIGHTAFWAY SHALL NOT BE AWUSTE TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLNGATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WIN FINAL FINISHED GRADES, UNLESS OTH ERMSE SHOWN. R. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO%ROUNE A MINIMUM 3'.1 SLOPE FROM THE EDGE OF ME DRIVEWAY TO ME BOTTOM OF ME DITCH. 21, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. UL INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER A➢PMCADONS, CONSTRUWON PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO ME CITY OF RENTON, MH ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT NET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM ME PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATE RATS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ONSIM PRICK TO CITY NOTIFICATIONS. 24. 1 N SPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF TH E CITY OF RENTON. IT SHALL BE TH E CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE CF BACKFILLING ALL CONSTRUCTION. TH E CONTRACTOR, AS WELL AS ME ENGINEERS, SHALL KEEP AS BUILT DRAWINGS. 25. CONTRACTOR TO PROMDE PLUGS AND MMPOARY BLOW OFF MGM BUSS FOR TESTING AND PURITY ACCEPTANCE PRIM M FINAL TIE-IN. Z6. ALL JOINT RESTRAINT SYSTEMS(SHACKLE RODS. NIBS. BOLTS, ETC) SHALL BE AS MANUFACTURED BY TH E STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SANDI TO A MINIMUM DEPTH OF MD (1INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CCNCREIE, PAVEMENT, SIDEWALKS,CUM, GAMER$, AND DRIVEWAY APPROACHES SNAIL BE SAWCUT TO MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT a, ATEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INRIAL EXCAVATION WITH A PERMANENT, SEALED PATCH i0 BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINK PATCH.' M. FOR MY PROJECTS SUCHASTELEMEMY CONDUITTHE PVC PIPE LBEDSHALI CHEMICAL PROCESS LINESSHALL BE SCHEDULE SUNG PIPE. SCHEDULE W IN UNIMPROVED 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF CITE (1) FOCI AND SHALL MEET ME FOLLOWING SMCIFIGTIONS'. 4-8INCH ROCK] 40-TIC PASSING; • 2.4INCH ROCK. 130.40N PASSING; AND • LESS THAN 2 INCH ROCK 110.20%PASSING, 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS WALL NOT BE I INTERCONNECTED AN D SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON MEEDE, UNLESS APPROVED BY THEON. FOOTING DRAINS SHALL NOT BE CONNECTED TO ONSRE BURS. 20. THE END OF EACH STORM DRAIN STUB SHALL RE CAPPED. A CLEANOUT TOPPED NTH BOLTLUOCMNG LID MARKED 'STOW OR'DFARKWALL BE LOCATED AT THE PROPERTY LINE OR AT ME POINT OF CONNECTION OF A PRIVATE STORM DRAI NAG E CONVEYANCE SYSTEM 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR UNE AND MADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE FRONDED TO THE CITY PRIOR TO CMSMUCTION. M ALL NEWLY -INSTALLED AND NEWLY.REHABILITATED(PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SI BE INSPECTED BY MEANS OF REMOTE COW ACCORDING TO THE CITY STANDARD RAN 28800. COW INSPECTIONS AND REPORTS SHALL BE SUWHOM TO ME CITY PRIOR TO RECEMNG APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDICRPAVEMENT. 2K ALL STORM SYSTEMS AND CCNNEWONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7M3U) OF THE MOOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT ME SAME TIME THE MAIN STORM IS TESTED. N. FORkLDISTURBEDPEIMOUSAREAS(COMPACMD,GRADED, LANDSCAPEDETC)OFTHE DEVELOPMENT SIM, TO MAINTAIN ME MCISNRE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE ME EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEN D ME $01 L WITH COMPOST IN ACCORDANCE BOTH STANDARD PLAN 2"00. 3, ISSUANCE OF THE BE I MIND OR CONSTRUCTION PERMITS BY THE CITY DOES NOT REUEVE ME APPLICANT OF TH E CMMUING LEGAL OBLIGATION ANDICR LIABILITY CONNECTED NTH STCRMWATER DISPOSAL. ME CITY WES NOT ACCEPT ANY OBLIGATION FORME PROPER FUNCTIONING AND MAINTENANCE OF ME STORM SYSMM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS. SAFETY DEVICESPROTECTIVE EQUIPMENT. FLAGGERS. AND ANY OMER ACTIONS NEEDED TO PROTECT THE LIFE, REALM. AND SAFETY OF ME PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN ME TRAVELED RIGHT-DF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REWIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF ME NEWT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED NTH IN THE GINS AQUIFER PROTECTION AREA (ARA)SMA LCOMPLY WITH SPECIAL REQUIREMENT N OF THE RENTON SAAW AND AMIMR PRWEnONJ REGULATIONS BWC"050). 28, PLACEMENT OF SURFACE APPURTENANCES (CATCH WINAMAMME LIDS, CLEANOUTS, INLETS,ETC) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LINES, BIKEIANES, SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPU RMNANCE PLACED IN A SIDE WALK OR CR W S WALK SHALL BE FITTED WITH A NONSLIP CANON,I UD PERA➢A REW INTERMENTS. 29. CIFARLYUBELPUBUCANDPRNAMSYSIEMSONTHEFUNS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY ME APPLICANT. W MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 AY OF ME RENTON SWUM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF N INCHES PER ROM MMEDIAMLY AFTER THE PAVEMENT SURFACE HAS BEEN WEWED CONTINUOUSLY FOR AT LEST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED ARM TO CONSTRUCTION APPROVAL OF ME PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHIOI5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ON LY A MINOR MOUNT OF WAMR PONDS OR RUNS OFF ME SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET ME MINIMUM RATE OF ABSMFFON. AT LEAST CITE TEST SHALL BE CONDUCTED PER 1,W SQUARE FEET OF PERMEABLE PAVEMENT. IF THISTEST IS NOT CONCLUSIVE, MEN ANOMERTEST PERASTM C1701 SWAULBE CONDUCTED. FOR LARGE AREAS(EA PALMING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER MUCK DISCHARGING WATER ATA RATE SIMILAR TO ME BUCKET TEST PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781, CCD tt6 JSB 07/30/21 �P*®JAL �'^ w 1F, � ®'EB CITY OF d. RENTON DATUM "4 DJ Planning/Building/Public Works Dept. .WWI BDA REVISION BY DATE J1PPR ro J58 AS NOTEDcr R-418513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ScottWarlick 8/30/2021 WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS UTILITY NOTESII