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LPDSTANDARD NOTES
SURFACE WATER STANDARD PLAN NOTES,
SURFACE WATER STANDARD PLAIN NOTES:
1 HE FOLLOWING IS A LISTING GF GENERAL NOTES THAT $HALL BE INCORPORATED iN THE DRAINAGE PLAN SET. ALL THE NOTES CRR THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE AFPLICANT OR OWNER. HERESY REFERRED 70 AS APPLICANT, MAY STRIKC DUT IRRELEVANT NOTES IF NOT APPLIGAOLE TO THE PROJECT. HOWEVER, THE
1 HE FOLLOWING L9 A LISTING of: GENERAL NOTES THAT $!-ALL BE INCORPORATED iN THE VRAINAoE. PLAN SET- ALL THE NQYE$ ON THE LIST SdAY Rol PERTAIN TO VV"
PRGJECY. THE AFPLICANT OR OWNER, HEREBY REFERRED TD AS APPLICANT, FRAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLKLA LF� TO THE PROJECT. HOWEVER, THE
1.
MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
9. UNDERGROUND EXISTING UTILITIES, STRUCTURES AND FEATURES ARE ESTABLISHED BY FIELD
''PPLICANT 51!ALL NOT RENUMBER NOR ED17 THE REMAIRI"�'4oTes IF AQDITJONALNOTES ARE NEEoeo FOR SPECIFIC ASPECTS. TH>=Y SHALL BE ADDEOAFTERTH
APPLICANT SHALL NOTRENUMBER NOR FOIT VHF- RF_MAIIqIW molrZ$.IFAQDITJONALNOTES ARE NEEDEO FOR SPECIFIC ASPECTS. THEY 5HALL BE ADOEOAFTERT,;
OF RENTON STANDARD SPECIFICATIONS AND THE CITY OF RENTON STANDARD PLANS.
SURVEY OR OBTAINED FROM READILY AVAILABLE RECORDS AND SHOULD THEREFORE BE
SURFACE WATERBTANDARD PLAN NOTES.
SURFACE WATER STANDARD PLAN NOTES.
CONSIDERED APPROXIMATE. THE CONTRACTOR IS ADVISED THAT DUE TO THE NATURE OF
I BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTKM MEETING SHALL BE FEEELDAMONG THE CITY OFRENTON, HEREBY
IB ROCICFOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REOUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TPA MINIMUM DEPTH OF ONE (1; FOOT
2.
A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN
UNDERGROUND RECORDS, IT IS POSSIBLE THAT NOT ALL UNDERGROUND FACILITIES ARE
REFERRED TOASTHE CITY, THE APPLICM7.A1407HEAPPUCAN'SCONTRACTOR
AND SHALL MEET THE FOLLOWING SPECIFICATIONS
PROGRESS.
• 4-aPNCHROCKf4U-70%PAS$IHG,
SHOWN. THE CONTRACTOR IS REQUIRED TO CALL AND COORDINATE UNDERGROUND LOCATES,
= t4E APPLICANT SHALLSE RESPCNSIERLE FOR SECURNG ALL NECESSARY CITY, STATE, AND FEDERAL FIUNrrSPRIOR TOCONSTRUCTION.
+ z-4;NCHRaCx030-40%PASSING ;AND
3.
THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WORK WITHIN THE RIGHT OF WAY
AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE
3 ALL S7pRMORAINAGE IMPRvv€L+ENTS SHALL BE OESI{3NEOAND CONSTRUCTED IN ACCORDANCE WITH THE LATEST COITION OF THE CITY OF RENTON SURFACE
+ LESS THAN2INCHROCKf10-20%# ASSING.
WITH THE CITY OF RENTON. RESTORATION WORK IN THE RIGHT OF WAY MUST CONFORM TO
CONSTRUCTION AREA. THE CONTRACTOR SHALL EXCAVATE CAREFULLY AT ALL TIMES, AND TO
WATER DESIGN MANUAL RENTON SWDIUI. RENTON MUNICIPAL CODE (RMC). AND THE STANDARD SPECIFICATIONS FOR RGA9, BRIDGE AND MUNICIPAL
19. POOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS 70 THE
THE RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS, DATED 2/24/2023.
USE A VACTOR TRUCK, AS NECESSARY. IF UNDOCUMENTED UNDERGROUND FACILITIES ARE
CON STRLIGTION PREPARED BY WS DOT AND THE AMERICAN PUBLIC WORKS ASSOCIA71ON JAPWA). IT SHALL BE THE SOLE RESPONSIBICITY OF Ti-:E APPLICANT TO
�ECYETCTANY ERROR, OMISSION ORVARIATIONFROM THE ABOVE REQUIREMENTS FOUND INTHE PLAINS. ALL CORRECTIONS SHALLBEAT NOAMITIONALCOST TO
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THES4TE,UNLESSAPPROVED13YTHECITY.FOOTINGDRAINSSHALLNOTBECONNECTEDTODNvrrE9MP5
FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVE AS WELL
20. THE ENDOFEACHSTORMDRAINSTUBSHAI.LBECAPPED,ACLEIWCUTTOPPEOVATHAaOLT•LOCKIMGIJ'DMARKED•STORM•OR'DIRWN"SHALLBELOCATEDATTHE
4.
THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATION, ABANDONMENT AND NEW SERVICES
AS THE UTILITY PURVEYOR/FACILITY OWNER, IF KNOWN. THE CONTRACTOR SHALL NOT
4. APPROVAL OF THE ROAD,GRADINGs.PARKINGa.BUILDING,ANDORAINAGERG PLANDOESNOTCUN5TJTLTEASAPPROVALOFANYOTHECONSTRUCTIONtE.WATER,
PROPERTY LINE OR AT THE FOINTOr'OHNECTJCNOrAPRIVATESTORM DRAINAGE CONVEYANCE SYSTEM PER THEC17Y5TANDMIDPLAN227.00.
APPLICABLE CITY OF RENTON UTILITY DEPARTMENT AND PUBLIC AND PRIVATE UTILITY
REMOVE OR DAMAGE FACILITIES UNLESS DIRECTED TO DO SO.
SEWER. GAS.WITH
THE CITY PRIOR TOCCONSTRUCTIONNECTRICAL ETC.) ATHE SURFACE WATER DRAINAGE SYNS FOR STRUCTURES SUCH AS S TEM VAULTS.
BE NCONSTTRAUCT Q ACCORDING WALLS ITO THE SEPARATEE A REVIEW
D FLANS. ANY DEVIATION
27- ALL STORM SYSTEM EXTENSK)NS SHALL BE STARED FOR LI NE AND GRADE BY A SURVEYOR LIC ENSEU IN WASHINGTON STATE, AND C3IT SHEETS SHALL BE PROVIDED
COMPANIES.
FROM THE APPROVED PLANS WILL REQURiE COOROMIATION FOLLOWED BY WRVn-EN APPROVAL FROM THE CITY.
TO THE CITY PRIOR TO CONSTRUCTION
10. PRIOR TO PAVING, SUBGRADES SHALL BE PROOF -ROLLED WITH A FULLY LOADED DUMPTRUCK
5.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITION AND HORIZONTAL AND VERTICAL
OR EQUIVALENT UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER OR TECHNICIAN.
y A COPY OF THE APPROVED PLANSSHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS I N PROGRESS.
72 ALL NEWLY-1N STALLEE) ANO NEWLY-REHABI LITATED (PUBLIC AND FRIVATEI -STORM CONVEYANCE SYSTEMS SHALL BE A SPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE Cl TY STANDARD PLA24 266.00. CC`TV INSPECTlONS AND REPORTS SHALL BE SUSPA ITTiED TO THE CITY TIRIOR TO RECEFANC, APPPXYVAL TO INSTALL
CONTROLS PRIOR TO BEGINNING WORK. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING,
SOILS FROM REMAINING SOFT SPOTS SHALL BE REPLACED WITH STRUCTURAL FILL OR
a THE LOCATION$OF ALL E7CISTITICs ir71UTIE5 SHOWN HESZEON HAVE BEEN E$7ABUSHE➢BY FIELD OR OBTAINED FROM AVAILABLE AND$HALL
PROJECT CUFMS,GUTTERSANIXORPAVFMENT.
SETTING AND MARKING LINE AND LOCATION STAKES INCLUDING OFFSETS AND GENERAL
CRUSHED BASE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
THEREFORE BE CONSIDERED APPROXIWTE ONLY AND NOT NECESSARILY COMPLETE. IT LS THE SOLE RE SPONSLB ILITY OF THE APPLICANT AND THE APPLICANT'S
Y F I I7r T
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY O ALL UT LIT1' LOCATIONS SHOWN. AJ40 TO FURTHER DISCOVER AJMO AVOID ANY OTHER U11L E3 NO
23- ALL STORM SYSTEMS AND CCMNECTIDNS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECT10 7-04 3 1 D THE WSDOT STANDARD SPECIFICAITONS
N F
I)
CONSTRUCTION STAKING. WHEN WORK REQUIRING CONTROL IS REQUIRED, ALL NECESSARY
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN- THE APPLICANT SHALL RECORD ON THE ASBUILT DRAWINGS ALL
T#iEAPPLICANT
AND IN THE FIR ESE NCE ❑F A REPREJ9ENTATMVE OF THE CITY STORM DRAIN STUS E: SHALL r3E TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM 1$
TESTED.
11. PRIOR TO PAVING, CONTRACTOR SHALL FIELD VERIFY THE AREA IS GRADED SUCH THAT THE
UNOOCUMENTEDUrILITIESDISCOVERED AND ANY CHANGFSTOTHFAPPROVED PLANS. SHALL IMMEDW7ELYNOTCFYTHE ENGEHEEROFRECORD IFA
CONFLICT EXISTS
RELATED EQUIPMENT AND INSTRUMENTS SHALL BE ON SITE. A QUALIFIED LAYOUT ENGINEER,
-
SURVEYOR, OR TECHNICAL SPECIALIST SHALL BE ASSIGNED TO THE CONTRACTOR CREW FOR
PAVED SURFACE WILL DRAIN TO AN APPROPRIATE LOCATION.
?. VERTICAL OAT UM SHALL BE NAVE) aa ANLD HORIZONTAL DATOM SHALL BE NAD 33 (WA STATE PLANE. NORTH). UNLESS OTHERWISE APPROVE13 BY THE CITY.
24 FOR ALL DISTIJRBEDPERYIOLJSAREAS (OOMPACTEO, GRADED, LANDSCAPED ETC.)OFTHE DE:VELOPMENTSFT'E,TOMAINTAIN THE MOIST UREC,4PACIFY4FTHE SOIL
E"ELIRSTCCKPILEAND FIEOFSTRIBUTETHEEXISTING DUFFLAYER ANONATIVE TOPSOILORAMEND THE SOIL WITH COMPOST rNACCOROANCEWJTIMSTANQARDPLAN
THIS WORK. THE EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST
12. THE CONTRACTOR SHALL TAKE SPECIAL CARE WHEN INSTALLING PAVING INTENDED TO BE
REFERENCE aENGHMARK,DATUM. AND ELEVATION$SHALL $ENOTED ONTHEPLmN9.
264oc
TO THE OWNER FOR THE PURPOSES OF VERIFYING LAYOUT, CONFORMANCE OF GRADING, AND
ACCESSIBLE SUCH THAT THEY MEET THE REQUIREMENTS OF CHAPTER 4 AND CHAPTER 5 OF
S. ALL UTLLITYTRENCF aACKFILLAND ROADWAYSUBGRADESHALL BECOMPACTED TO95%MAXIMUM.�IDRY DENSITY PER SECTION 2.03,3(14)D-COMPACTICIRIAND
25 IS$UANCEOFTHE 9uJLPINGQRCpN$>RUCTm)mpERMrf$13YTWECITY DOESNOT FELICVETHE APPI,ICANTOFTHE CONTINO ICI.EGALCMLIGAITONANDIOpLjA51LITY
CERTIFYING THE ACCURACY OF THE WORK PER THE CONTRACT DOCUMENTS.
MOISTURE CONTROL TESTS OF THE WSDOTSTAUDARDSPFOFICATIONS.INPERMEA9LFPAWMENTAND OTHERNFILMATIONAREAS. ALL TRENCH BACKFrLLSHALL
CON KIECTED IMTHS7ORMWATERDISPOSAL THE CITY DOES NOT ACGEPT ANY OBLFGATION FOR THE PROPER FUNCTIONING AND MIANTENANCE OF THE STORM
THE ADA STANDARDS FOR ACCESSIBLE DESIGN. IF THE CONTRACTOR IS UNCERTAIN OF THE
HE FIRM AND UNYIELDING BUT INNOCA'SESi4ALLBECOMPACTEI}ToxxoRETHAN 92'Y+CFMAxiMLJ$AORYDENSITY
SYSTEM PROVIDED DURINGCONSTRUCTTON
6.
BEFORE DIGGING, VERIFY ALL UTILITY LOCATIONS AND CALL BEFORE YOU DIG AT 811. THE
STANDARD OR WHETHER THE FINAL WORK WILL MEET THE STANDARD, CONSULT WITH THE
ri. OPEN CUTTING OF EXISTNG ROADWAYS FOR STORM DFANAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CrTY AND NOTED ON THESE
26ADEQUATE BAFEGUARM SAFETY 0EIACES. PROTECT IVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACT10NE N EEIDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF AN UNDERGROUND
PROJECT ENGINEER AND INSPECTOR PRIOR TO POURING OR PAVING TO CONFIRM THE
APPROVED PLANS A.WOPEN CUT SHALL 5ERCSTOREDIN ACCORDANCE WITH THE CITYTTIENCHRESTORATION STANDARDS.
THEPUBLIC,ANOTOPROTEOTPROPER 7YINCONNECT ION WTHTHE PERFORMANCEOFWORK SHALL BEPROVIDED. ANY WORK WITHNTHE TRAVELEU
UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE LOCATIONS OF
STANDARD AND ACCEPTANCE CRITERIA. GRADES WITHIN THE ADA RAMPS, ACCESSIBLE ROUTES
ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOVA ON 7)IE PLANS OR W41ERE
RIGHT-0E-WAYTHATMAY IMAI;tUnNORMAL TRAFFr~ FLOW SHALL REQUIREATRAFFIC CONTRCILPLMJAPPROVEOBYTHE CFEY. ALL8ECTION80:THEwsWT
STANDARD SPEGIFICATjCINS 1-1Q 7EMPQRARY TRAFFCC QQNTROL$HALL APP$IY
UNDERGROUND UTILITIES WITHIN THE CONSTRUCTION AREA.
AND PARKING AREAS ARE HELD TO A HIGHER STANDARD OF CARE. DEVIATION FROM GRADE
IU
DIRECTED BYTEHFOTY,THE EXISTING MMHOLES,CAT" BASINS, OR INLETS SHALL BEADIU$ EDTOTHEGRADEASSTAKED.
ACROSS ANY TWO -FOOT SECTION, IN ANY DIRECTION, SHALL NOT EXCEED ACCESSIBLE
27. PROJEC7SLOCATED WITHIN THEC4TY'SAQUIFER PR0 ECTIONAREA(APA)SHALLCCWtYWITHSPECIALREQUIREMENT06OFTr+ERENTONSWDMANDACUIFER
PROITECTIDNREGULATIONS (RUG 4.3.05C)
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,
REQUIREMENTS NOR DIRECT STORMWATER TOWARD THE BUILDING IN ANY WAY AT DOORWAY
11 ALL FLOW CMTROLFACILMESSFII4LLBEINSTALLEDAND INOPERATION PRIOR TO, ORINCONJUNCTIONMTN. ANY CON$TRUCTIGNACTIVITYVNLESSOTHEAW1$E
APPROVED BY THE CFTY.
ADDITIONS AND UPGRADES OF ALL TESC FACILITIES UNTIL ALL CONSTRUCTION IS APPROVED.
LANDINGS. EITHER OF THESE CONDITIONS WILL WARRANT REMOVAL AND REPLACEMENT OF THE
28- 1StACFMENT OF SURFACE AI>PURTEFIAk{'i=S (CATCH BASIHfM+SNH� L.IpS, CI�iWpuTS. INLL�TS, ETC-} IH TTiE STF�EET TR,4VEL LANE 1NH�L E3ATF1, 7NTEREECT70HS DF
STREETTgAVEL DONE$, BIKE LJSNE$,SIDEWALH$, AND CRO$$WAILKS5HALL SE AVOIDCD WH"FvER POSSIBLE ANY SURFACE APPLIRTENMCE PLAyCEO INA
WORK SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS. THE
PAVING TO MEET REQUIREMENTS AT THE CONTRACTOR'S EXPENSE.
,� ALL PIPE AND APPURTEHA#uCE3 SHALL BE LAID ONAPROPERLY PREPARED FOLMIDATION IN ACCORDANCE'WITH THE CURRENT STATE OF IRASHIHGTOIF STANDARS
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THEFOUNDATION
SIDEWALISORCfiQSSWALKSHSLLHEFrTTEDWJTHANONSLIp4RNpNSKIDLIDpEIiAQAREpUIREMEN7$.
EROSION AND SEDIMENT CONTROL (ESC) FACILITIES SHALL BE CONSTRUCTED BEFORE OR IN
MATERIAL, AS WELL AS PLACEMENT AM COMPACTION OF REQUIRED BEODING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SLIPPORTE0ONAUNIFOAMLY DENSE, LJNY1EL4NGe^srt ALL7IPE BFDCING ANC BACKFILL SHALL BE ASSHOWH ON THECrTY SToNNVARDPLAN22p-r)¢, nO.io,AND
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
CONJUNCTION WITH DEMOLITION AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO
22D.29.
30- MINIMY4UM COVE}i OYEf2 SYDRM dRWN#GE PIPE SHALL CONFORM iO TABLE 4.2. 1A2 OF THE RENTON SwDM.
ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE
13 STEEL PIPE SHALL BEALUMINIZED.ORCALVANIZEDWITHASPHALTTREATMEWt2.OR5INSIDE ANDOUTSIDE .
APPLICABLE WATER STANDARDS. THE TESC FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS
31. CONETRUCTED PERMEABLE PAVEIWENT 9HALL BE PERMEAB LE ENOUGH 70 ABSOM WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDLATELY AFTER THE
FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR
14- ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH ffUCTILE IRON, BDLT,LCCKING LIDS PER THE CITY STANDARD PLAN
204-10-20T20,204. NJ. 264-40AND 204.50.5TRLJCTURFSSHALL HAVE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST TO MINUTES. COMPLIANCE VMH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT.COMPLIANCEMAY BECHECKEDUSING A6IMPLEBUCKET TEST INWHICH 5GALLON SOFWATER ISPOURED ONTO THE
SHALL ADD, UPGRADE, ADJUST AND REMOVE THE EROSION CONTROL FACILITIES (E.G.
- RECTANGULAR OR ROUND- SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY
PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSOR4`110N. AT LEAST ONE TEM SHALL BE CIONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAWMENT. IF THIS TESTIS NOT CONCLUSYVE
+ ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBIGUTTER LINE.
THEM ANOTHER TEST PER ASTRA C17LT1 SMALL BE CONOUC?Eb. VOR LARGE AREAS (E.G., PARKINIG AREAS1. TESTING OBSERVATION MAYBE ACCOMPLISKED WHILE
ADDITIONAL SUMPS/PUMPS, SOIL AND SITE STABILIZATION, ADDITIONAL CONSTRUCTION ACCESS
• IROUND,SOLIDLIDSDISPLAYJNGTHECiTYLOGOWHENWITHINTHEPUBLICRIGHT-OF-WAYORINANEASEMENTTOTHECfTY.PRIVATESTRUCTUFELIDSOUTSIDE
WALKING BEHJND A SLCWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEA33LE PAVERS SMALL HE TESTED USING
PUBLICRIGHT-0E-WAY AND EASEMENTS TO THE CITY SHALL NUT DISPLAY THE CfrV LOGO.
ASTM C 1761.
OR STAGING AREAS, FILTER FENCES, CONSTRUCTION OF DITCHES ETC.) AS NEEDED TO
MAINTAIN A WORKABLE SITE AND TO MEET JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHALL
15 SUELIDINGS AND OTHER STRUCTURF_S$HALL BE PLACED IN ACCORDMCE WITH TABLE 4.1EASEMENT WIDTH5 AND BUILDING SETBACKS LINES OF THE REWON Swum
PAY FOR ALL COSTS ASSOCIATED WITH THE CONSTRUCTION, MAINTENANCE, UPGRADING, ADDING
16 LIDS OFMANHCLES�CAMHBASINS WITHIN PUBLIC RIGHT-O€-WAY SHALL NOTRE AWLISTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANWXMATCH SASW RIMS
AND REMOVAL OF THE EROSION CONTROL SYSTEM THROUGHOUT PROJECT DURATION AS PART
SHALL aF ADjusTED TO BE FLUSH VATH FINAL FINISHED GRADES. UNLESS CTmlFRINLSE SHOWN.
OF THE BASE BID.
17 AL,� ORIVF;WAY CULVERT$ LUGATEf3 WTTHIN IrrFY RIGHT-0E-WAY $FLAU 13E OF SUFFICIENT E ENGTH TO PROVIDE A 41INIMUM $;I $LOPE FRCW THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK.
THE CIVIL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OF ACTUAL AND /OR DIRECT
RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY
VNLESSCTIiEFtWJ5ENOTED. DRAWING 15NDTTOKALE INTSI
{1NLE55OTHERW15ENOTED. DRAWING 15NOTTOSCALE INT5
Aolftk
: PUBLIC WORKS
SURFACE WATER STANDARD PLAN
STD' PLAN - 267'00
A004LSTD.
PUBLIC WORKS
PRI
SURFACE WATER STANDARD PLAN
PLAN - 267'30
HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE CIVIL ENGINEER
HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY
�dnr'
Uaedny,
NOTES 10F 2 )
artin Pastuchaa/13/2020
DEPARTMENT
NOTES (2 OF 2)
Aartin PastuchJ/13/2020
DEFICIENCIES TO THE OWNER, CONTRACTOR, OR OTHER ENTITIES OR PERSONS AND THEDEPARTMENT
PROJECT SITE.
3:FId&iJ3LiNI7
GATE
- FBGiibaa0p LIAR
ITS
LPD STANDARD NOTES 2
COR STD PLAN 267.00 - SURFACE WATER STANDARD PLAN NOTES 1 OF 2s
3
COR STD PLAN 267.10 - SURFACE WATER STANDARD PLAN NOTES 2 OF 2) 4
GENERAL NOTES:
1. ALL NEWLY -INSTALLED AND NEWLY-REHABILTATEt] (PU131IC AND PRIVATE)SANrTARY SEWER AND STORM DRAIN MAIN LINES 511ALL BE
INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SLMJ3IAFFTED TO THE CITY OF RENTON INSPECTOR
A$SrGNE6 TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTER$, ANDJOR PAVEMENT.
2. MF CONTRACTOR SHALL PERFQRM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE
COMPANIES (NASSCO) PLFELINE ASSESSMENT CERTIFICATION PROGRAM tPACPI,
3. ALL CCTV OPERATORS 51HALL HAVE CURRENT NASSCO PACP CERTIFICATION
4, CCTV INSPECTIONS SHALL BE RECORDED IN A GRANLTENET COMPATIBLE FORMAT DATABASE USP4G TITS LATEST SOFTWARE VERSION
AND SLIeMITTED WITH FLECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN FxTEfRNAL HM, OVD, OR FLASH DRIvE-
& ALL OCTV JNSPECTIOH J3EPORT9 SHALL BE V OTHrN +r- TV4G (2I FEET OF THE MPASLJHED LINEAR FOOTAGE BETWEEN MMROLES ALONG
THE EXISTING PIPELINE CENTERLINE FROM THE $TART OF PIPe TO ENO OF PIPE
6 ALL OWNER AN13 PACP RECIUIRIJJ HEADER INFORMATKM MUST 5E FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS WORK NDT
FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND 114E CONTRACTOR SHALL BE REQUIRE 70 RE -CCTV 711E WORK
7. THE DOCUMENTATION OF THE WORT[ SHALL CONSIS7 OF PACP CCTV REPORTS, PACP DATABASE- LOGS, ELECTRONIC REPORTS, ETC.
NOTING IMPORTANT FFATI)RES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO ASPECT
EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION. INFILTRATION ANO INFLOW SOURCES, AND DEPOSITS. BUT SHOULD
NOT, AT ANY TIME, BE FASTER THAN 3D FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THI3 DOCUMENT.
a THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES
IN THE SEWER AHD THESE FDDTAGE MEASUREMENfTI5 SHALL FIE DISMAYED AND OaCLTME"NTED ON THE VIDEO ALL PACP OBSi RVATIONS
SHALL I* IDENTIFIEO HY AtAIPO AND ON A PACP I,OG. A1,L VIDEO MUST $I= CONTINUOUSLY METERED FROM LRAAMHO4E TO MANHOLE; ALI,
VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WTTH NO'PAU5ING" OF THE VIDEO RECQR;IYmr4 DURING
EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV FNSPEC7ION TO ENSURE ALL DEFECTS. FEATURE. AND
OBSERVATIONS ILRE SEEN AND LOGGED
9 JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING. WATER (CONTAINING DYE)
SHALL SE INMODLFCED INTO THE UPSTREAM MANHOLE OF EACH PIPF SEGMENT UNTIL IT IS CSSBRVEO AND RECORDED FLOWING PAST
THE CAM MNS FELD OF MSION IN ITS ENTIRETY.
W. THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURJNG DEVICE (HALL- CYLINDER, ETC.) ATTACHED THAT HAS 414- MARKINGS TO
SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION
1 T. ALL VANHOLFS SHAD. BE CHANNE4ER AND COATED PRIOR TO CCTV 1NSPECTiDN
12 PER CJTY OF RENTON SPECIFICATION ?-Q.3(2M. $EWER AND STOW DRAIN PIPELINE SHALL HAVE NO MORE THAN 1�7 OF PONDMNG TO BE
CONSIDERED ACCEPTABLE.
IT'
NOT USED
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i NLFFM OTHfRl4ISF NOTED,(IRAWJNG 15 NOT TO&EW IITM}
STD. PLAN - 266.0D
UR
PUBLIC WORKS
CCTV INSPECTION SPECiFICATION5
PP 9/29/2018
C�A.�
DEPARTMENT
COR STD PLAN 266.00 - CCTV INSPECTION SPECIFICATIONS 5
NOT USED 6
NOT USED
7
AKCHITkCTURE + PLANNONG + DESIGN
6211 ROOSEVELT WAY
NORTHEAST
SEATTLE, WA 98115
tel: (206) 522-3830
fax: (206) 522-2456
1932 First Ave
Suite 500
Imm Seattle, WA 98101
p. 206.725.1211
f. 206.973.5344
www.l den ine II . m
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RESUBMITTAL
No.
Description
City Comments
Date:
8/21/2025
6
Project Title:
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Sheet Title
TESC & DEMOLITION
NOTES
Scale: As indicated
Project No.: 21-12
Date : 08/21/2025
Sheet Number:
Cml 05
R-435413