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Home My WebLink AboutR-4100031 ALL STORM DESIGN MANUAL(RENTON GREW S I L RENTOMUNKI AEM SEEDED EVE LCV II RMED AND FE,SANDTTHESE STANDARD SPECIFICATIONS TOTHE R ROAD, BE I VGE AND MUNICIPAL CONSTRUCTED ST EDITION OF WE CITY OF RE WON SURVEY WATER OMISSION OR VARIATIONPREPARED BY FROMWE ABOVE REQUIREMENTS FOUND ITHE AMERICAN PUBLIC WORDS N THE PuISiALLCORRESHALL BE THE CTI COOLE RRECTIONS SHALRESPONSIBILITY BEAT INO ADDITIONAL COSTTOTHETO OC ryYR PXV FAROR, Z. APPROVAL M WE ROAD, GOADING, PARKING BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION I E.G. WATFB. SEWER GAS, ELECTRICAL ERICC PLANS FOR STRUCTURE SUCH AS BRIDGES. VALLEY, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE GUYPRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED Acm RONG TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WR1EN APPROVAL FROM THE Cm, 3. ALL COURYTRENCH EMBLEM ME ROADWAY SUBEGREADE LBE COMPACTIED TO 95% MAMMUM DRY DENS" PER SECTION 3aEND. COMPACTOR AND MODULES CONTRATEST50F THE W5MTSTANDABO SPECIFICATIONS IN PERFORMED PAVEMENT AND OTHER INFILTRATION ARM, ALLTENCH MCKNLL SHALL Y FIRM AND UNYIELDING CUT IN NO MEN WEEK EVE COMPATENTED TO MOM THAN 92% OF FALLEGIR DRY DENSITY. 1, ME DEC PUN SET SHALL INCLUDE AN EEC CONSTRUCTION SEQUENCE DETAILING THE ORDERED SPEED THAT SHALL BE CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENT. G ON ITS, VE EAS AN U FF US. AND ARM OF VALUED ON BE N A FEE E A ELECTION AS CRI D ANN THE RUNS Q WALL BE CLEARLY DELI FATED 0FEFAO N AN O PROTECTIEO NRTH E H E om a AaHANN C E WITH PPENDTMEC TO F CITY OF RE SET SU R FACE WAIT R DEN AxPMANUAL (RE OPEN SW�NPRIIORO T3 TH E START F FRANCEe CLEAR NO U M n SHALL BE PE RMmSO TH E CLEARING UM IE BY THE APPLICANTS ESE SO PE TOWN TO a Tx E OU RAT W OF COUNTED CH 3, STABILIZED CONSTRUCTED N E STRAD CE S S HALL BE IESTA E D AT Tx E 0 EG I N N I NEG OF COMBUSTION AND MAINTAIN E O FOR THE DURATION OF THE PART E CT. ACCRUED NAL M EASURES SUCH AS FOR THE DO NATfUREOF WE PROJECT KEEP REMAND PxrvATTEE ROADWAEYS/ PRMiBIG L0i; SIDEwLLR;:ND TRAP iFRE OFt MIS AN D SEDIMENTSR1AHMEDG WAY SSHALL BE LEANED ONCE MR LUCY OR AS DIRECTED BY UP E CRY. HJUSHING OF THREATS VACT)i WATER BE CC NOT BE ALLOWED. 4 BE PERFORMED OFF BUT OR IN LL MU[XS ONT)TIE GBONO, ON WASHOUT FROM CONCRETE TRUCKSFICALLY ARGUING FOR ED UNLESS RU BYTIE CZLY AW NOT, N TIER APPROVED IS LCRESTORATION 4 OPEN CUTTING FCUT IANDARDS TO STORM ONRNS OR OPEN DIITCHES, OFFSITEDUMPING OF EXCESS CONCRETE SHAONLY OCCUR N OESIGNAiED CNCRETTEWA WASHOUT AREASCONRETE ACCORDANTORM CEWWIH THE CITY TTRENWORK E RESTORED INAYS P4NS. ANY OPEN SHALL BST 5, ALL REQUIRED EEC MAPS SHALL BE CONSTRUCTED AND IN OPERATING PRIOR TO LAND ELEARNP AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION W SEDIMENT TO SURFACE WATER 5 ALL PIPE AND STRUCTURES SHALL RE STAKED FOR SURVEY LINE AN GRADE PRIOR TO THE START OF mxsiaVR10N. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED DR MSANDPDIPCENTPBOPERTES. EYE MAPS SHALL BE MEMBRANESSOMEHOW UN ME TMATCLEAAING AGO OR CONSTRUCTION IS ooPOTEETALLFORO VOTES CITY, THE ExIRIMANHOLES, CATCH SONS, OR NErs SHALL BE ADJUSTED TO THE GAME AS STAGED OOMPLETEA TEEIRCRRIZENALL EEC MAPS S CONSTRUUC[MONISCOMPUTED XLLB[➢fLIZED TO ENSURE PMPSIrvrtPFPRE OVER AFTER Oo fMW2i DD WE SITE EROSION NOT EXISTHASf IAGNED 6. ALL FLOW CONTROL FACILITIESSHALL BE INSTALLED AND IN OPERATION DRIB TO, ORINCONJUNRION WITN. ANY CONSTRUCTION ANVm UNLESS WHERWB TMDA^'IL'BANT APPROVED By THE CITY 5 ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTALTO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 7 ALI PIPE AND APPURTENANCES SHALL BE CARDPROPERLY ON A NDATION NACCORDANCE WITH THE RRENT ATE Of SPECIFICATION FOR ROAD AND BRIDGE FOORUR OH THS SHALL NCUONECESARYBEFOE OF THE TRENCH BOTORMPME NP OF WE OUNDATINM ) WE EEC BMPS DEPICTED W THIS DROVING ARE INTENDED TO BE MINIMUM REQUIREMENTS TOMET ANTICIPATED SITE mrvOOIOXI A5CON5TRURINPROGR65E5ANDUNDSPERED AS AND THAT WE ENTIREWE PIPE WILD E SUPPORTED OR OF RBEPoIIPG IBAIXG OR HALL THAT MORE EYE ILL BE NECESSARY TO ENSURE COMPLETE FILTRATION CONFEROLON THE PROPOSED BE. ITIONS DICTATE, THE AMBULANT NAL VNVELDINNG BASE. ALL ALL ESEION UNIFORMLY DEXSMENT AND USHALL BE ASSS OWN ON THEEOCOX STANDARD PWZN 220,NGTH OTO 10 AND 30. BXN DURING THE COURSE OF CONSTRUCTION IT SHALL B0 ME 000WTONEAND RESPONSNurvPOFLTHE APPLICANT T3 AD0aE#ANY NEW CONDITIONS THAT MAY BE CREATED BY THE 00 EC ME, VERPND AWVE MINIMUM REQUIREMENTS, AS MY BE NEEDED, TO PROTECT ADJACENT PBOPERTESPND WATER QUALITY OF THE R STEEL PIPE WEEK EVE ALUMINUM,OROVERNIGHT WON PSPINLTTBFATMEM I, Z. B 5 INSIDE AND OVENS RECEIVING OUOINAGESY5TEM STRUCTURES ANDWITH MANHOLES9. ALL SHALL BE WHO WDUTLE LIRON, MLT- COMING UB TI PAZ E BUY STANDARD PLAN IWID � B APPVLOPTHRAMISEDREONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE USSR GREATER PIPES, RESTRIRON,CHANNESEOBSTOBMW4ER ZOL.2Opxm�0iU,ArvO UPSTRUCTURE55MALLNIVE FACILITIES OR ROUND, SOLD LIM WHEN NOT COLLECTOR RUNOFF AND OUTSIDE WERE ROADWAY. NOTRECTANGULAR ROUND, SOLID UDS WHEN CATED WITHIN WE OWWiAYY, BUT WHEREAS OF THE GUTTER B R WE CONSTRUCTION MENATER FACILITIES SHALL BE SUBMWEDTH) WE CRY FOR REVIEW AND AL. IN ACCORDANCE WITH WE ROUND, SOLID UDS DISPLAYING WE OnBLCGOER WHENAND WON WEP BLEEGHTORIN AN MEEMENEMWRE/ Of On PRIVATE STRUCTURE VB (NOTABLE DEPARTMENT Of ECOLOGY REQUIREMErvFS WASTEWATER FROMOEMENEGONCRCTE MASONRY, OR ASPHALTCONCRETE CURRENCY OR POURNI OPERATIONS NS SHALL NM BE OISCHAMCD PUBLIC RIGHT OF WAY NOESAMMENRNTHECNYSNALLNOTDIflUYTHCCM LOGO. IWOSTORMORSURFACEWAFERSGRff MDCVRING,PNNINGORPVLWRILWOPEMTIN55NML IWHDGE USSURNG DRAINAGES) SYSTEMSEWERVES STORMADNTA oMRERVI TEI 0SEDI BE VACUUM BID USES OFMENHOLES/ CATCH BASINS VERNON PUBLIC RIGHT OF WAY SHALL NOT BE ADJUSTEDTO FINALGRADE VNTLAREB SAW. ALL MANHOLES CATCH WIN RIMS MALL BE ADJUSTEDTH) BE FLUSH WITH FINAL FINISHED STAGES, UNLESS OTHERWISE BROWN 11 STORM FEWER LENGTHS ME MEASURES BETWEEN CENTERS OF MANHOLE AND CAROL BASINS UNLESS GTHERGAIM NOTED. Z ALLTDOMOIVEWAArtx ES LOCATED WITHIN CITY EIGHTH OF WAY SHALL BE OF SUFFICIENT LENGTH TO DEGREE A MINIMUM 3. E SLOPE FROM WE EDGE OF THE DRIVEWAY IX ROCCKK FOR EROSION PROJECTION OF ROMPOCE DITCHES, WHERE REQUIRED, SHAPE PC OF SOUND TURKEY BOCK PLACED TO MINIMUM DEPTH OF ONE VI FOOD AND MEET THE SPECIFICATIONS 4 SNTHROCK/aOG CEREBRUMS, ]AOCK/30.4 0KNO LESSWRN xNCx ROC[/20-M6RA551Nfi A, RANGECONVISANCE RAGE SYSTEMS ANDYSTEM OR FLOW ROLEDOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNEROL FACILITY ON THE SITE UNLESS APPROVED BY WE CTED AND SHALLSEPARAATDRAINS ELYXOTV WNLLECTo FL ON RATEEK EMFs. s. OR PiroC PoMf OF CU NECTION M< SHALL ATE STORM DRAINAGECONVEYAN�CEISYSTEM PER WEI(RM1 STANDARD PWI}3T,W nY ELOGTD AT IXE DRWERn uxE 16, ALL SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A 5URVEDR LICENSED IN WASHINGTN RATE, AND CUT $HEMSHALL Y PROVIDED RATES I. T L NERAI INSTALLED AND ED I POSED AND DECABEFOREErvMwR I STORM CONVEYANCE SYSTEMS WALL BE INSPECTED BY MEANS OF BEFORE DING TOMEDTYSFMDMDPLNMS 00 OPEN INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVALTO INSTALL PROTECT WEBS, WHERMND/BPAVEMENT. ]H. ALL STORM IN WE PRESENCE OF A REPRESENTATIVE NS TO EOF THE CITY STORM DEAN STUBS SHMAINS SHALL BE TESTED ALL BE TACCORDANCE STED FOR AITH SECURED 7 CCEPTANCE AT THE SAMETME THE WIN STOW I5 TESTED TOGS PXD IS, SOB All. MCI PERVIOUS AREAE([OMACTED, GMYD LANDSCAPED,ETC) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF WE SOIL EITHER SIOIXRLE AND REDISTRIBUTE WE EXISTING DUFF WYERMD NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN AT D N rsSTUTCR BASIN/MNREDSwW EUCNOUT BROAD ETC) IN THE STREETTRAV LANE WHEEL PATH, INTERSECTIONS OF ESTREET TRAVEL CURD, LIKE MINES SIDEWALKS AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANYWRFACEADPVBTENMCEPIACEDINASIDMAROB CROSSWALK SHALL BE FITTD ENTER A NOW SUP OR NON-SKID DO PER ADA REQUIREMENTS. 21. CLEARLY LABEL PU BUD AN A PRIVATE SYSTEMS ON WE PLAINS GOODS MERGED WEEK EVE MAINTAIN AD BY WE APPLICANT. 22. MOUND BY LABOR OVER STORM MINIMUM PI RE SHALL CONFORM TO TABLE A2.IA2 OF UP E RENTON SEVERE. 23. CONSTRUCTED P E SEA EASE PAPEEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIM UM FACTE OF 20 INCHES PER HOUR IMMEDIATELY AFTER WE 10. SEVEN DAYS AM AREAS OFDURING OR UPTHE DRY SPEECH INCLUDINGAY I5T THROUGH SEPOADWAY �TEMBS, THAT WILL NOT ER ONCE SHALL BE IEDISTURBED SEDIMENTS STABIL1IIDAYS DURING THE WET WIEEK WE APPROVEDSEASON SCNVwR METIER EST THROUGH APRIL ODS I E 0. SEEDING, MULCHING, PLASTIC COMING, ETC) IN CCNFDRMNCE WITH APPENDIX DOF THE BENTON EwDM. 11. WETsusoN EEC REQUIREMENTS APPLY TO ALL CONSTRUVI ON SITE BETWEEN OCTOBER CET AND APBO BOTH, UNLESS DTxEWISE APPROVED BY WE CITY. IMEDIATTATTENTIDx, SHALL BE ADDRESSED WITHIN SEVEN pI DAYS. 13, ME EEC BMPS DO INACTIVE SITE SHALL BEEMLYASINSPECTED AND MUBVTTIEED AT A MINIMUM OF ONCE AM WHO OR WITHIN xn ITDUKE FOLLOWING AiTOM EVENT . INSPERIONAND INTENANCE SHALL CUR MORE REQUI 14. BEFORE MMENCEMENT OF ANY CONSURRUCTIN ACTIVITY, CATUM WIN INFECTS PER SHALL BE PROVIDED FOR ALL UETS EO AND WITHIN SEA FEET M A DISTURBED OR CONSTRUCTION AREA, UNLESS MF RUNDTTHAFTCENTERS THE IINEiwaL BE3CONVEYED TO A SEDIMENT POND ORPTRAPP ALLXHBNNLOR SURE TIONING CONDITION INSET SHALL BE PERIODICALLY SEDIMENT MECED AND REPLACED ED US OF WE NECESSARY OF THE camHYBASIN SUMP ALLCATCM BASINS NO CONVEYANCE LINES SHALL BE CLEANED REPORTS) PAVING. 5. ME[ MINGmCRAT*NEM LLWTFLLQS SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 16, ANY PERSAMMOSiORMWATEa FACILITY LOCATION USED AS ATEMPOIuxv SETTLED BASIN SHALL BE MODIFIED WITH WE DECISIONS ESC BMPSAND SMALL PROVIDE ADEQUATE STORAGE CAPACITY IF E DEEORARY FAEwsY STO ULTIMATELY FUEFINNGAKIUOEOF TNEPEMAYNEN FAOLMEEMAXEXTSTATETMETEMNBABY FMINYSMPLLSEB GHGNDEDE WAT 17AREAS DESIGNATED ON THE PLAINS CONTAINING EXISTING ER FACILITIES ON XIITEMAPi1RAMENNDED SOILi.MORMNFOR REMENLE PAVEMENT, ETCI SMALL BE CLEARLY AERE O AVOID NG FENCEDR FUTURE PROTECTED OFTH BMPSTON I OCTOBER USED ALL DISTURBED AREAS SMALL BE IXSPEREDN IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPAMTON FOR B ME WIMFB RANGDISTURBED AREAS SHALL BE FODDER Oa SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, AN CXHIBIT OF iNOY ARM TOY 500DW OR SEEDED 19. PRIOR TO FINAL CONSTRUCTION REMOVED, AND STORMWATCR CONVEYNCEESYSTEMS, FACILJECT ITIES, NOSHALL W SITE MP5SHALL OXTACBIUZEDTO F RESTORED TO HEIR F`T DIDEN ULLY FUNCTIONING CONDITIOATER FROM LEAVING THE N ALL DISTURBED AREAS ALL ME SOFTHEPROJECT SITE SHALL AT VEGETATED OR OTHERWISE SHALL E SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVALMANEWLY STABILIZED. DISTURBED AREAS mCHWITHOUF SEEKING ADEQUATEFOR ARM EE NODDED OR SEEDED E MULCHED OENSURE O BE NNOSWED BEFORE OCTOBERPAT BEAT 20 RECORDS ARE CONSIDERED TO BEA METHOD OF BANK STABILIZATIC HAND EROSION CONTROL POCKETS SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WELLS ALLROCKERIE51N CUP ROADRIGHTS OF WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CEO STANDARDS ROCKERIESCUTEPTIOE OF ROAD RIGHTS OF WAYWALLBECONESTRUCTEDINAPPARDENCE WITH THE INTERNATIDNAL BUILDING CODE 21 NO STAGING AREA 15 PROVIDED TO WE CON TRACTOR ALL AREAS SHALL BE ON A CON TEACHER NAREA. ALL TEE GEN. G. PRESENCE WEE FENCING MOUND ENTIRE STNISTAGING GKNLE REU AREAS PER COB STANDARD PO N na. R-410003 ONSTRUCTIONPE=WH DATE B ID D m NS s d..,L,ryyo CURVE1 OF RENTON DUVALL AVE NE D.22 CITY LL L�T'4. Y.,W+.e RECORD RwwwR ¢rmnuCmu Iwx SURFACE WATER DRAINAGE AND EROSION CONTROL NOTES rt MAIDRAWINGS AND SPECIFICATIONS NUMBER RWIwN MEXICAN Rr w DNrE „„„ SEE NBV214 S NEw SHEEi3 OF 3 SHEErn��aryy