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SURFACE WATER STANDARD PLAN NOTES:
I HE Fo LK51MING I$ A LISTING # aeNPIIAL NOTF1s THJLT $HAur BE INCORPOt Mb A THE ORAkko9 PLAN $Pt- AI,L tklE j OnS 4:94 THE LIST MAY MIDT PEIkTAIN TD NERDY
PRpJECT. THE AFIRL ICPLN T OR QWNER, HER EPY REFERRED TO AS APPLICAwT, MAY STRIKE Q 0 T IRnL.9VANT NQTFS IF NOT "LI[ A9LFTO7►+F FR0jCcT. HaviEVER,, THE
APPLICANT SHALL HOT RENUMBER NOR EDIT THE Rf "N[N5 NDTE5. IF ADDITIONAL WTES ARE DEED Era FOR SPECIFIC A$PECt$, -tHEY SHALL BE ACIOED AFTER TMG
SURFACE WATER 5TANPAR9 PLAN NOTES
1 BEFORE ANY CONSTRU CTTON OR DEVELOPMENT ACTIVrTYOCCUIRS, A PRE-00M3TRUCTIQN MEETINO SHALL Be HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AN THE APPLICANT'S CONTRACTOR.
Z THE APPLICANT SHALL8E RESKNSIBLE FOR SECURING ALL 14ECE55ARY CrtY, STATE. AND PRO ERAL PERMnSt MCA TO CONSTRUCTO(q.
3 ALL STORM DRAINAGE IMPRQVEMENT5 SHALL BE DESIGNED AND CONSTRUCTED IN ACCQR.QANCE WITH THE LATEST EDMON Of THE CITY OF RENTON SURFACE
WATER 43ENON MMUAL (RENTON 5WDM0, MENTONMUNICIPAL CODE IRMCJ, AND THE STANDARD SPECIFICATIONS FOR RDAA.BRIWE AND MUMCI PAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERr-AN PUBLIC W0RKSASSOCIA710N (APWYAJ FF M44LL BE T+iE SOLE RESPON9IBILTTYOF THE APPLICANT TO
CCRREC7 ANY ERROR, 0141SSION OR VARIATION FROM THE ABOVE REBUI REMENTS FOUND IN THE FLANS_ ALL rXMRECTION9 SHALL RE AT NO A13 OFT IONAL COST TO
THE CITY
4. APPROVAL OF THE ROAD, GRAD INM FARKI NG. WILDING. ANDDRAINAG E PLAN bGE5 N07 CONRTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION IE.G. WATER.
SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR 5TRUCTURESSUCH AS DRIDGES. VAULTS. AND RETAINING WALLS RE0UtRE A SERA RATE REVIEWYAND APPROVAL BY
THE CITY P RIOR TO CONSTRUCTION THE 5URFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCT€DACC ORDING TO THE APPROVED PLANS ANY DEVIATION
FROM 714E APPROVED PLANS WILL REQUIRE COORDWAT ;ON FOLLOWED BY WRFITENAPPROVAL FROM THE CRY
SL A COPY OF THE APPR43VF D PLANS SKILL BE ON THE JOB 617E WW-NEVER CON STRIICTEN IS I N FIR MMS-
C THE LOCATIONS OF ALL FAISTFNG LIT ILITICS SHOW14 HEM011HAVE BEEN ESTAB UGHE0 III FIELD 5URVEY OROBTALNED FROM AVAILABLE RE CORDS AND SHALL
THEREFORE BE CflN5ID€RE0 APPROM IVAT E ONLY AND NOT NEC ES5ARILY COMPLETE, IT M THE SCALE RESPONSIBILITY OF THE; APPLCA14T ANCI THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE A6CURAGY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER A140 AVOID ANY OTHINR UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT 5HALL RECQRD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVER£DAND ANY CNANCESTOTHE APPROVED PLANS. THE APPLICANT SMALL IMMEDIATELY NOTIFY THE ENGINEER CF RECORD IF A
CONFLICT EXISTS.
7, V1=R,T1M 0ATUM SHALL - PIAVP AS -P HQR 1ZOrh4 FA, DATUM SHA4,19E NA 83 IWA $TATC PLANE, NCRTH). UN1,R$S PT HERWI SE AP PROVEP Ely THE - CITY_
RFF-ERENGE 8ENCHM/4RIS, PATI,IM, AND EEV IOW S1iALL3E NOTED QN THE PLRMS.
9. ALL URtLITY TRENCH 9ACKFILL AND -ROADWAY "GRADE SHALL 8E COMPACTE D TOSS% MAXIMUM DRY DENSITY PPR SEC71101H 2.02 3(14)0 - COMPACTON AND
M0I&TURECDNRROLTESTS OF THE WYSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND CTHER INFILTRATION AREA S. ALL TRENCH BAZCKFFLL SHALL
SE FIRM ADD UNYIELDING BUT FN NO CASE SHALL SE COMPACTED TO MORE THAN. 925! OF MAXIMUM DFtY OF-MS1TY-
9- OPEN CUTTING OF EXISTING ROADWAYS FOR STORM ORMINAGE WORK I NOT ALLCIMED UNLESS SPECIFICALLY APPROVED13Y THEUFTY AND NOTED ON THE SE
APPROVEDPLANS - ANY 0PCN-CUT SHALL RE RESTORER] IN ACCORDANCE WM-f THE 07" TRENCH RESTORATICN STANDARDS.
10 ALL PIPE AND STRUC,TURE9 SRTALL BE STAKE 0FOR SURVEYi1NE AND ISRACIE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON T+iE PLANS OR WHERE
DIRECTED BY THY; CITY. THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL B€ ADJUSTED TO THE GRADE AS 8TAKED.
11. ALL FLOW CONTROL FACaLMES SHALL BE INSTALLED AND IN OPERATION PRIOR f0, OR IN CONJUNCTION WITH, ANY CO14STRUG7I-DN ACTIVITY UNLEStIDTHEF%M%E
APPROVED BY THE CFFY,
12 ALL PIPE AND APPURTENANCES SHALL $E -AID ON A PROPERLY PREPARED FOUNDATION I M AC CORDANCE WITH THE CURRENT 37ATE OF WASH INGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE C(A4STRUCTION. THIS $HALL INCLUDE NECESSARY LEVELING OF THE TRENCHBOTT❑M OR THE TOP OF T}IE FOUNDATION
MATERIAL,AS LFTFLL AS PLAGMFNIT AND COMPACTION OF REOUIRED B€DDING MATERIAL TO UNLFORMGRADE SO THAT THE ENTIRE 1.-t=NGTH ✓7F 7HE PIP£ WILL BE
SUPP4DRTRD ON A UNiFOPM-Y DFMAE, ut-MEMPNG RAM. ALL PIPE MMO ING ANib 9At;KPLL $HALL 9P AS SHC*-W C N THE CITY ATAN DARI) PLAN 22M-00, "0.1 o- AND
220-n
13 STEEL PIPE SHALL BE ALUMINIZED. OR 4ALLVANIZED WITH ASPHALT TREATMENT 1, 2, 011151NSIDE AN OUTSIDE.
14. ALL DRAINAGE STIR UCTURESSUCH AS CATCH BASINS AND MANIH0L.ES SHALL 9E FITTED WITH DUCTILE IRON, BOLT -LOWING IJDS PER THE CITY 8TAN DARD PLAN
204-10.20420, N4AO, 274AC_ AND 204.50. 6 rRLFCTURES SHALL HAVE:
■ RECTANGULAR OR ROUND, SCLID LIDS WHEN NOT COLLECTING RUNOFF, AND DUTSCE OF THE RCAD WAY.
• ROUND, SOLID LIPS V6MF-N NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE RQADWA.Y. BVFT-CWSIOE OF THE CUR&GUTTER LM.
• ROPUNC, SOLD LJDHTS DISPLAYING THE C1TY LOGO WHEN WITHIN THE PUKIC RIG-CF-WAY OR IN AN EASEMENT TO THE CRY. PRIVATE STRUCTURE LOS OUTSIDE
PUBLIC RIGHT-CF -WA Y AND EASEMENTS TO THE GUYEHALL NOT DISPLAY THE CFTY LOGS.
15� BILW-PIIM AMID M-"F;R SMVCrTLIRES SHALL IRE PLACIEDINAGCORDA>IGE WITH TAKE 4 I EASEMENT VVIPTH5 ANP 5IJI;,PINQ5 SF;TRACKS LINES OF THE RENTQN 5WPM-
16.. LIDS OF MANHCLESfCATCH BASINS WITHIN PUBLIC RIGHT -CIF -WAY SHALL NOT RE ADJUSTED TC FINAL GRADE UNTIL AFTER PAVING. ALL MAN11CLEhCATCH BASIN RIMS
SHALL BE ADJUSTED 70 BE FLUSH WITH FINAL FINISHED GRADES, UNLIFSS CTHIERINME SHOWN
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-CF-WAY SHALL BE Or SUFFICIENT LENGTH TO PROVIDE A MINIMUFA 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE'BOT `014 OF THE DrrCH.
UNLESS OTHERWISE NOTED, DRAWING F. NDT TO SCALE
STD. PLAN - 267.00
PUBLIC WORKS SURFACE NEATER STANDARD PLAN Bey:
}I DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2
DA
SURFACE WATER STANDARD PLAN NOTES,
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE IMCORPO'RATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST WY NOT PERTAPNTO EVERY
PROJECT. THE APPLICANT OR 0VVNER, HEREBY REFERRED TQ AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLIC.rtiBLETO THE PROJECT, HOWEVER, THE
APPLCAN T SHALL NOT RENUMBER NOR EUFT THE REMAJ-NM40TES, IF ALUTIONAL NOTE5 ARE NEEDED FOR SPECIFIC ASPE GTE. THEY SHALL BE ADDED AFTER THE
9LIRFACE WATE R STANDARD PLAN MOTE 5
18 ROCK FOR ER -SION PRDTECTIDN OFIROAMIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 111 FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
■ 4 _ 8 INCH ROOFS F4D - T0% PASSING;
• 2-4INC HHOCK F3O-40%PASSIW;ANO
• LESS THAN 2 INCH ROCK 110. 211% PASS&G.
19 FOOTING GRAIWLG E €Y$TEM$MCI ♦ROOF POW N$Pbvt SYSTEMS $-PALL NOT M INTERGONNE TIEV AND $HALL $.t1PAR ATELY co*-Ey COLLIEC MD fLDw5 TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILMY ON THE SITE, UNLESS APPROVED 6Y THE CITY, FOOTING DRAINS SHALL NOT BE CON NEC MDTO ON-51TEOMPS_
20- THE END OF EACH STORM DRAIN STUB SHALL BE CAPPE77_ A CLEANCUT TOPPED WITH A ROL T-LOCKING LFO MARKED 'STDRM- OR'DRAIN' SHALL 9E LOCATED AT THE
PROPLRTY LIN€ OR AT THE POINT OF CCNN€CTICN OF A PRIVATE STOPJAWMINAGE CONVEYANCE SY97FV P€RTHE CITY STANDARD PLAN 22T-M
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LJ WE AND GRADE BY A SUR VEYOR LIE ENSED IN WASHINGTDN STATE. AN13 CLIT SHEETS SHJLLL BE PRCVLOED
TO THE CITY PRIOR TO CDNSTRJCTION-
22. ALL NEWLY4NSTALLED AND NEWLY-REHABILl7ATED (PUB UC AND PRdVATEI STORM C0 MMAMCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLATE 2W-D , CCTV INSPECTIONS AND REPORTS SHALL BE SUB ITTJoO TO THE CITY PRIOR TO RECEWIN-G APPROVAL TO INSTALL
PROACT CURBS, GTITTERSANDJOR PAVEMENT
23. ALL STORM SYSTEM 5 AND CiONNECTICFTI5 TD EXISTING MAINS SYNdL BE TESTED IN ACCORDANCE WFTH SECTION 7-1A.3(1 ) OF THE W613M STANDARD 5PECIFICATION5
AND IN THE PRESENCE OF A REPRESENITATI VE CIF THE CFFY, STORM DRAIN STUBS, SHALL 13E TESTED FOR AC EPTAJNDE AT THE SAME TIME THE MAIN STORM IS
TESTED
24. FOR ALL DI8TURSPED PER VFOU3 AREAS {COMPACTED, GRADED, LANDSCAPED. ETC,5 OF THE DEVELOPMENT SITE, TO MiJNTAIN THE MOISTURE CAPACITY OF THE S01L
EITHER STOCKPILE AND REDISTRIBUTE THE EVSTING GUFF LAYER AMID NATIVIE TOPSOIL ORAMEN 0 TFE SOIL WITH CDWOST IN ACCORD ANGE WITH STAND PLAN
264-00_
25. ISSUANCE OF THE DUILDINGa OR CONSTRUCTFON PERMITS BY THE C17Y DOES NOT RELIEVE THE APPLICANT OF THE 00NTINLFINGLEGAL CBLMTION ANMOR1-1ABILTTY
CONNECTED WITH 3TORNMATER DISPOSAL THE CITY DOES NOT ACCEPT ANY 081.IGATION FOR THE PROPER FUNCTI0NWGAND MAINTENANCE OF THE STORM
SYSTE V PR 0 VIDE 0 OU R ING C(M TRUCTRCN
20. ADECUATE SAFEGUARDS. SAFETY DEVICE$. PROTECTIVE E0IJIF'MENT. F1.ACGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH. AND SAFETY CIF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNEDTICIN WITH THE PERFOROAANCE OF W0RK-SHALL BE PROVIDED_ ANY WORK WITHIN THE 7RAVELED
RIGHT-OF-WAY THAT k1AY INTERRUPT NORMAL TRAFFIC FLOW SHALL R.EOUIRE A TRAFFIC C40MTPCX[. PLAN APPROVED BY THE OfIY ALL SECTJONS CIF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARYTRJIFF C C0WFIOLSHALL APPLY
27. PRCVECTSLDCATED WITHIN THE CITTS AQUIFER PROTECTION AREA IAPA) SHALL CORIPLY WITH 5PEGIAL REQUIREMENT NG OF THE RENTON SWUM AND AQUIFER
PRDTECTIDN REGULATIDN8 (RMG 4-2�M).
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH EASFNMAN HOLZ LID5, CU-AWWS. INLETS, ETC,) IN THE STREET TRAVEL LANE WHEEL PAT H.INTERS ECTPONS OF
STFJEET TRAVEL LANE5, $EKE LANEG. SIDEWALKS. AND CRCS5WALJLS SHALL BE AVOIDED WHENE VCR PC]557BLE. ANY SURFACE APPURTEMANC4 PLACED IN A
SOEWALK OR CROS5 NALK SHALL BE FITTED AITH A NONSLIP OR NON-SKID LJD PIER ADAREQUJRELIENTS.
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE FLA MS. FRIVAT€ SYSTEMS SHALL BE MAIITTAJNED BY THE APPLICANT.
30. MIN IVUM COVER OVER STORM ❑RAINA_GE PI PIE 5HAIL SON FOR MTO TABLE! 4-21A2 OF THE RENTDN SWUM.
31. CONSTRUCTED PERMEABLE PAVEMENT 9FN4LL BE PERMEABLE EhiCiJOH TO ASSOfi9 WATERAT A MINIMUM RATE OF 20 iT1CHES PER HOUR iMMEOLATELY AFTER THE
PAVEMENT SURFACE HAS BEEN VVETTED CCN1iNUMSLY FOR AT LEAST 10 MIN LFTES- COMPLIANCE WRH THIS MIN -MUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BECHECKE0 USING A SIMPLE BUCKET TEST I WHICH 5 GALL LC IN 5 OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. I F ONLY A LLIFJOR AM OF WATER PONDS OR RUNS OFF THE SURFACE. TH EN THE PAVEIJEN7 IS CONSIDEdRED TO MEET THE
FAIN ILTUM IRA TIE CIF ABSORPTION. AT LEAST LINE TEST SHALL BE CCNDUCTEDPER 1.000 SOUA1tE FEET OF PERMEABLE PAVEMEN1. IF THIS TEST 13 NOT CONCLUSIVE.
THEN A140THEIR TEST PER ASTIR C1701 SHALL BE CONDUCTM FM LARGE AREAS IE.G.. PARKING ARE-ASi, TESTING 0 3SERVAT ION MAY BE ACCOMPLI-SHED W HILE
WALKING, BEH IND A SLOWLY I CMUG WATER TRUCK DISUHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE FAV ERS SHALL BCE TESTED USING
ASTM C1781-
PUBLIC WORKS
URI DEPARTMENT
SURFACE WATER STANDARD PLAN
NOTES (2 OF 2)
UNLESS 0THERW15E NOTED. DIRAWING IS NCT TO SCALE
STD, PLAN-21i7,10
8�+6kiaa by:
artii,n PastuchA�13120
M1]1Fa499AiL❑. OA
GENE:R./LL NWMS:
1. ALL NEWLY IRIS TAU. ED ODIC NEWLY-REHASIUITA-rED [PUBLIC AND PRIVAME SANFTARY SEWER AND ST0RIM DRAIN MAIN UN5 SHALL BE
1NSPECTED BY MEANS OF REMOTE CCTV, CCTV INSPECTIDNS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR
ASSIGNED TO THE FIR pJECT PRIOR TQ-REDEIVING APPROVAL TO INSTALL PROJECT CURB$, GUTTERS. AMEN DR PAVEMENT.
2 TT-0E CONTRACTOR SHALL PERFQRUJ+LL CCTV INSPECTIOINS IN ACG4RDAWE WITH TI-PE NATIONAL ASSQCIATIOM QF $EWER $ER410E
CCIWANIE5 WASSCOI PIPELINE AS:ES5MEW CERTIFICATION PRO RMI IPACP?,
J. ALL CCTV OPERAT QRS $HALL HAVE CURRENT MASS -CO PACPCEPRTIFK:AITKXN,
4. CCTV INSPECTPONS SHALL BE RECORDED IN AGRAHFTENET COVPAT 10LE FOR NIA T DATABASE JGNG THE LATEST SOFTWARE VERSI0N
AND SWM17TED WITH FIE CTMNIC LINKS BETWEEN THE DATA AM THE VIDEO ON AN WEPAk- HD6, M. CR FLAW bRIVE_
5. ALL CCTV INSPECTION REPORTS SHALL BE ►-THIN 4A- 7W0(21 FFET OF THE MF,AJSUfRFD LINEAR f DOTAGE BETWEEN MANHOLES ALCKr,
TH E EKISTING PIPEL INE GENTERLML FROM THE START OF PIPE TO END OF #PIPE.
9. ALL OWNER AND PACP RIEQUIREJD HEADER INFORMA-r ON MUST BE FULLY AND ACCURATELY EN?ERED 0" ALL CCTV REPORTS. WORK MDT
FOLLUMW THESE SPECIFICATIONS WILL BE REJEGTE0 AND THE CONTRACTOR STALL BE REQULREF TO RE-CG`IY THE WORK.
7. THE DOCUMENTATION OF THE WORK SHALL CONSIST DF PACPCCTV REPORTS, PACP DATABASE- LUGS, ELECTRONIC REPORTS, ETC
MATING IMFORTANT FEATURE$ ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SMALL BE SLOW ENOUGH TO 1N$PECT
EACH PIPE JOINT, TEE CCMEO-TIDM, 87RUCTUHAL DETERIORATION, INFRTRATKA AND INFLOW SOURCES, AN DEPOSITS, BUT SHOULD
NOT. AT ANY TIME, BE FASTER THAN 30 FEET PER VINUTE, ESOEATAS NOTED OTHERWISE 114 TH13 DOCUMENT.
0. THE CAMERA YUST HECENTEREC IN THE PIPE TO PROWIDE AGCU-RAPE DISTANCE MEASUFT--KNTS TO PROVrDE LOCATIONS OF FEATURES
1N THIE SEWER AMP THESE FOOTAGE MEASUREMENTS SHALL BE DiSM AYEA AND UMUMENTED ON THE VIBE❑ ALL PACP OCSERVATJON5
SHALL BE LDUMFIED BY AUDPO AND QN A PACP LW. ALL VIDEO MUST BE CQNTINUOUBI,Y MET IERED FROM MAN NME TO MANHOLE, ALL
VIQEQ -RECORDING SHALL BE C0NTINVQU5 FROSTRUCTURE TO STRUCTO STRUCTURE WITT1 NO "PAUSING' OF THE VIDEO RECORDLN3 DURING
EACH PIPELPN E UN9PEGTIQN- THE PIPE SHALL BE CLEATAEQ PRIOR TO THE CCTV IM3FECTION- O ENSURE ALL DEFECTa, FEATURE. AND
OWERVATION5 ARE SEEM AND L000EID
9 JUST PRIOR TQ BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA 18 M PLACE AMID RECORDI MG. WATER{CONTAINING DYE]
SHIALL BE INTRODUCED INTO THE UPSTREAM LWA-IOLE OF EACH PFPE SEGMENT UNTIL IT19C65ERME0 AN RECORDED FLOWING PAST
THEE CAMBRA'S FIELD OF VISK)N IN ITS ENTIRETY.
10 THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE (HALL, CY:-I NDEK ETC.) ATTACHED THAT HAS Tr4- Lka RKI NCS TO
SHOW THE DEPTH DF WATER IN THE PIPE EKIRINa THE CCTV I MW ECTiCN.
11 ALL IU%NN4LE5 SHALL DE CHIANNELED AMC CUA TED PM R TO 4CTV 1149 PErTIPN
12 PER O1TY OF RENTON 5PECiFICATI0N 7-08 9(2jd, SEWER AN 5TOF'M DRAIN PIPELINE SHALL11AVE NO MORE THFNN Tr rOF "DI NO TO 8E
CONSIDERED ACCEPTABLE.
UN LESS OTHER MILE MOTE O, ORA WI Mfi IS NP-1 TO KALE
STD. PLAN - 266.00
DEPAR
UR
PUBLIC
EPAR II�DRTMENT T ���
CCTV INSPECTION SPEOFICATIONS R Rnt A 9/28/2019
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS
►1�11
REVISION
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL HE IN CONFORMANCE Wr H THE STANDARDS AND SPECIFICATION OF THE CJTy
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTlAP4YA STANUARfDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS A SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT AU TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SFIALL BS NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 19183h921 UNLESS OTHERVYISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCM 09 TmE APPROVED PLANS
3 A PRE-CONSTRUOT'ION CONE RENCE AND A 24-HOUR NOTICE SHALL IRE REQUIRED PRIOR To STARTING NEW
CONSTRUCTION FT SHALL BE THE CONTRACTOR'S RESPONSIBILJTY TO SECURE ALL NECESSARY PERMITS,
I-NCLLIDING STREET USE PERMITS, PRIOR TO START-NIS GQN*T13UGTI4N IN45PECTIUN WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY, IT SMALL BE THE CONTRACTOR'S RESPONiSIBIUT'Y TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 -HOURS IN ADVANC-E OF OAWILLING ALL CONSTRUG-BON
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS CD WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TiRAFFrC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY VVQRK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUGTION AND
FOR THE SAFETY OF WORKERS AND -OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS-
0, ALL LOCATIONS OF EXISTINIS UTILITIES SHOVWN ARE APPROXIMATE AND IT SHALL SE TH-E CONTRACTOR'S
RESPONSIMLITM TO VERIFY THE TRUE AND GGRRECT LOCATION 30 AS TO AVQI❑ DAMAGE OR 0ISTURBA-4CE
THE CONTRACTOR SHALL COMPLY YVrTH THE REC}UIREMENTS OF RCW 13 122 A DIG TICK17 SHALL BE
❑STAINED A VtNIMUM OF TWO BUS iNIESS DAYS PRIOR TO STARTING ANY EXCAVATION- THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG, TICKET ON SITE AT ALL TIMES
7- BACKEi- L SHALL BE PLACED EQJALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE Av2RAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTINQ EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE r,DNAPAOT£D r,AYERS MUST EXTEND FOR ONE PIPE ❑FAMETE:R ON EACH SIDE OF THE
PIPE OR TO THE 51❑E OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL HE
EQUIVALENT TO BANK RVN GRAVEL FOR TRENCH B-ACKFILL(S-03.19),
B SANITARY SEWER PIPE SHALL BE PaLYONYL CHLORIDE {PVC} RUBBER-GASKETED ASTNI ❑ 3034, SDR 35.
CNO C905 OR -DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SI-(ALL NOT BE LOCATED UNDER ANY STRUCTURE (VVALL, BUILDING FOUNDATIoN1, ETC }
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TJU B!F LOCATED UNDER ANY STRUCTIL11RE (WALL,
BUJLDING FOLINDATIONI, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
1C. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHIES ON F-XI,5rINO TRAVELED ROADWAYS SHALL BE
BACKFILLED VVITH CRUSHED SURFACING AGGREGATE (WEDOT SPECIFICATION 0-019(3�AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL $E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND $PCGIFICATION OF THE CITY AKD THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTGN STAINIDAR❑ PLANTS a
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM- OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACC❑ROANCE VVITFI SrANCARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SUrcDED AND MULCHED OR OTHERWBE STABILIZED TO THE SATISFACThON OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION A14D APER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVI❑C THE. CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS iiEEN STAMPED AND SIGNED BY A LICENSED PROF EGSIONAL ENGiNEI43 OR LICENSED
PROFESSIONAL SURVEYOR
Aomtk L077C�
-TDPLAN - 4L3
PUBLIC: WORKS WASTEWATER UTILITYNkw
YDEPARTMENT STANDARD NOTES artin Pastuchaa12s
�E-XISTING UTILITY NOTE
EXIS77NG U 77LI77ES ARE SHOWN IN THE APPROXIMA 7E LOCA 770N. THERE IS NO
GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR 7HA T THE LOCA 770N, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCA 77ONS, SIZE AND MAMMAL THE CONTRACTOR SHALL MAKE THE
APPROPRIA7E PROVISION FOR PR07EC77ON OF SAID FACILITIES 77-IE
CONTACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON811. COM) AND
ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N.
LMT 3/31/21
9/9/22
BY DATE APPR
L]
BLUELINE
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P- 425-216-4051 F- 425-216-4052
WWW-THEBLU ELINEGROUP-COM
DATER PLAN GENERAL NOTES Sundard Plan N17. 300
L ALL WORK AND MAkTERM&S SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUSUC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT I APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT TILE JOB SM WHENEVER CCNSTRLICTION
IS iN PROGRESS, A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PE41MRS PHIDR TO CONSTRULFICIN,
2. ALL DUSTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-900--424-5555 TO VE It1FY UTILT Y LCICATIONS REFORE BEGINNING FXCAVATION,
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUT$° FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY IHE CrTY OF RENTON PIRIORTO BRINGING ANY
MATERIALS ON-SITE-
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL ELE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSIIAWWA C110/A21.10-92. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 9-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAIP45 TO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 1-2-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE &D INCHES.
ANY DEVIATION$ NAIJST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE W ATE R MAIN SIH ALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TD PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE U5ED. AtLTRENCH
BACK FILI SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MDDIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRNEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLUING FOR WATER MAINS SHALL BE DESLGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CrrY OF
RENTON STANDARD DETAILS AND SPE01FICATLDFiS AND SHALL BE INSTALLED AT ALLVERTICAL AND 110RIZOWALL BENDS, FITTINGS
AND BASE OF flYDRAN15. ME4GA-LAGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADIDMON TO
CONCRETE BLOCKING,.
7. ALL NEW WATER MAIN PIPES AND FRTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AN17 TESTEU. CLEANING, PRESWICE AND PUR" TESTING SHALL BE DONE IN THE PRESENCE QF AND UNDER THE
SSUPERVLSION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT j BLOCKING FOR TESTING AND PURrrYACCEPTANCE. NO
CONNECTION SHALT. BE MADE BE1WEEN THE N-EW MAIN OR BETWEEN THE NEW WET -TAP VALVE TOAN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
S. NEW WATER MAINS INCLUDING, SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 250 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 22S PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSf PRESSURE DROP DURING
THE ENTIRE TEST PERIOD_ U PON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL Bf DLSIHFECIFED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS MSPECTOR.
9- THE CONTRACTOR SHALL NOTIFY THE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CON NECrION5 TO THE EKIMNG WATER SYSTEM, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FrTTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
Ail MATERIALS REQUI-RED FOR THE CITY OF R€NTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALLPROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETESURFACE RESTORATION.
SM- PLAN - 300.0
P U BLic W RKS WATER PLAN GENERAL NOTES
[7PARTMENT
MARCH 2010
R-417102
S-417102
W-417102
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
E
ENT ENGINEERINGnders 05/03/2021 (:D]
9/9/22
SURVEYED: SCALE: DATE:
GOLDSMITH HORIZONTAL FINAVD 1988
3/1991 9� 1 �,� 2
AS NOTED C TY OF GENERAL MOTES DESIGNED: ALIREZA RAMEZANI, PE FlELDBOOK: BOOK
PAGE:
DFFAYYN: RENTON M► TC H E L L S HORT PLAT DRAWING NO:PAG E
ALLEN BREWER ONE INCH DATUM
CHECKED:
NETS, PE Al FULL SCALE Planning /Building/Public Works Dept. CIVIL CONSTRUCTION PE R A41 T G IV -❑ i<
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY 3 3 4 2 7 CI❑ 4 SO SHE: 2 OF, 10
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