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HomeMy WebLinkAboutR-417307CAS) Cw G O z 0 W 0 rr z v! ILIJ U O rr n SURFACE WATER STANDARD PLAN NOTES: THE F{ QMN I$ AkLI$rIN Cj {}F qENI;RAL 1V TI=$ TIiAT SH41, tag I NCQRFDRATEa III THE o +4JI kf3E PLM SET. f 1, THE NO T $ i h+ iHF I,t TMAY NQ T F=:� iA1N Tg$'4'tRY PROJECT. THE AFFLICAN7 OR CAVNEFI. HEREBY REFERRED TO AS APPLMANIT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE ABLE TO THE FRGO,JECT HOYWEVER.. THE AP'PLIDAWr SH ALL NOT REN+ILAAy4BER NOR EDfr THE REM&IN+lING NCB. IF DOITION k NOTES ARE NEEDED FOR SPEC CC ASPECTS, THEY SHALL BE ADDED AFTER THE SORFACE WAY ER STANDARD PLA4NN MOTES. 1. CFO E ANY CQwSiMLXTI0I4 OA DEVELOPMr.N1 AICT9+1TY CURS. A F*j;_cj ]w:nkucrioN MEETING SMALL RE HELID AMONG TIME CITY OF RENTON. H€RE&Y REFERRED TO AS THE CrTY, THE APIPILI CANT, AND THE AFPLIOArwiT'S CCH TRACTOR z. THr. APftI tMT SHALL M31'= AEIzPf_'NSIHLs= FuH S6CukIW16 A'tiLL NEi!f=tt ,RY CITY, 91ATE, AND FEQEFiAL PrftA1TS PROM TO CCN9T FhJCII ON. 1. ALL STORM C1RAINAOE IMAIPRMEMENNTS SkALL BE DES GNED AND GONSTRuCTED IN ACODADANCE WITH THE LATEST F-DIT04 OF THE CITE' OF RErNTOIN SIURFAkCE WA1NER OEWaNN W4 NUAL 1:RENTCN SWOM'1, FISHTC1N 1,ILJNICIPA4L COO 4F mr,1, Ali o THE STAmnAFM smCIrIi�A'ix7NS F-OR AChkb. 13FWcN E AND UWgICIPA, CONSMUCTIlON PREPARED BY >,'A3DNDT A'ND THE A MER1CAN PUDIC CIS ASSOCIA110N (APWAL). I 5HIALL BE THE 50LE RESPON51Ell LITY OF Tl# APPLICAW TO C OfWECT ANY EIRROR. 4MISSI0N OR VARIATION FFIDM THE AtiDOVE REQUIREMENTS FOUND 04 THE PLAM.ALL CORRECTIONS SHALL BE AT NO ADD FFHAAL COS TO THE CITY. 4. APPROVAL OF THE ROAD. GRA E)ING. PARK IN4G_ BUILCING. AhO DRAINAGE PLAN DOES NOT C0NtSTITUTE AS APPROVAL OF AW OTHER GONSTRUCTION 4E_G. WAkT€R, .9EVYER. GAS, ELE-GTRtGAIIL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, WA LILTS, AND RETAININIS FALLS REQUIRE A &EPARATE REVIEW A IND APPROVALL BY TIME CITY P RM TO CONSTRUCTION. THE SuRFAI.r WATEFt CPAs 4A C� SYSTGM $FLALL BE CtmSTRUCTEDACC ORDIN,IG TO THE Awktry EI) PLANS. ANY DGVIATI€�J FFKW THE APPROVED PIANO WXL FIE -QUIRE COORDINATION F= XLUWEQ By WTfIEN APPROVAL FROM THIE crry. 5 A. COPY IlF THE APIPA OV91D PLANN$ SHALL EWE TON 7HE AM SITE WIH&NEMER CONSfiMiCTON+I IS n4 PTRailftr.- 6. TIyE LCCATIDh1S OF ALL alS71NG LNTILATIES SIIIIDWr'N+I HEREON HAVE BEEN ESTABLSHED BY FIELID SLARVEY OR OBTAINED FROM A VA■.ABLE AEOUR DS AMC SHALL THEPMFQRE BE CONSIDERED A,PPI1=11IMATE ONLY NOT NECESSARILY GOIMPLETE IT IE THE RESP"51IB,1A.IrY of THE APPLICANT ANo THE APPLICANTS CONTFAGTOR TO RIDE PEN GENTLY VERIFY THE A.CCURAZY OF ALL 1JTILITY LOCATIONS SHOWN. AND TO FURTHER DWiCOVER AND A1<M WY 0THER UITILMES NOT SHOWN HIEREON THAT MAY BE AFFECTED BY THE NMPLEMENTATION OF THE PLAN. THE APPLICANT SHALL RECORD ON THE AS-OUILT DRAW INtGS ALL UNDOCUMENTED UTILITIES D15COti+'iIr RED.Ir+.ND AJNN CHANGES TO THE APPROVED PLAINS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD 1F A CONFLICT EXISTS. VERTICAL DATUM SHALL BE NAA.VD 09 AND HORIZONTAL DATILIM SHALL BE NNA D 83 k-WA S.T&TE PLANE, NORTHJ, UNLESS OTHERWISE APPRU VET RY' THE L-IT-Y R6E LHENFE 8rzNCHIIIIAA1K. UAILakl1 ANDLLEVAlIC]r,1S $iHALL M NDiEll ON THE PLANT& S. ALL UTIUTV TRENCH BACKFILL AND PLOAD SUB -GRADE SHALL BE COM,IPACTEII TO 9► % IAU"MUM DRY DEN91TV PER SECT" 2.I3.3['14X - COMPAC:TIGNV AND MOISTURE CONTRiQL TEva Of= THE'r11'5DZIT STANDARD 5-FECIF ICA WINS, IN PERMEABLE PAVEMENT ANND QTHER INFILTRATIQN AREAr$, ALL TRENCH 13ACRC'FILL $HALL BE FIRM AND UN' YIELJDINCs BUT IN MO CASE SHALL BE COMP rTEO TO MORE THAN ice.' OF MOIMUM OR'IY DENS ITY+_ 9 UP EA CU-17IN 5OF EXISTldG R-[ 4AU I'AYS FOR SlCIF M DRA JNA UE WORK IS NOT ALL OWED VNLJE55 5PECIF IGALLY APPRQVED BV THE CITY AND NOT JQ ON THESE APPROVED PL.AN.S. ANY OPENS CUT StiALL 8E RESTORED IN A C C,ORDAN C:E VOTH THE CITY TRENCH RJESTORA70N 5TAND AJRDS 1 D. ALL PIPE AND STRUCTURE'S SHALL BE STAKED FOR SURVEY LINE AND-DR.A.DE PRIOR TICS THE START OF CONSTRUICTOK WHERE SHMN CAI THE PLANS OR WHERE 0IRECTED'BY THE CITY, THE EX1571NG IMA.N+HOLES,. CATCH 8kSINS, OR INIILETS SKALL BE ADJL3TEia TO TIHE GRADE AS STAKED. 1 i ALL FLAW L`PITROL FAICILITIE3 SHALL BE INISTAILEr AND IN 0PER}>,7TON MOM TO. OR IN CONJUNCTION WITH. A #4Y CON57RUCT" ACM MY UNLE55 OTHERME APPROVED BY T11E CITY. 12 ALL PIPE AND APPuRrEN ANcES SHALL BE LAND ON A FIR OPERLY PREPARED FOUNDATKM IN ACCORIDANCE W nli THE CURRENT STATE OF WABHINOT ON STANDARD SPEDrICAtiTION FOR ROAD AI BRIDGE CONSTRUCTION. THIS SiiA4LL INCLUDE NECESSARY LEVELING OF THE. TRENCH BOTTOM OR THE TOP GF THE FOL04DATOON MATERIAL, AS WELL AS PLACEMENT AND COWA GTIONd OF REQUIRED BEDDING MATERIAL TO UNIFORM GRACE SO THAT THE ENTIRE LENGYH OF THE (PIPE VOLL BE SLJPPMTED ON A4 UNIFC]ftAILV DI; , LPNVIP-LM]NG BAST= ALL POIL 13E0I71NG AM RACKS ILL SIHALL ETE AS SHOWN ON THE 121TV 8 [ANDARD PLAN 220.00, Nil113, AND 113, -S TELL PiPL SHALL ilL A.LumINIZED. Oft GALVANILZIM 07H A>kSPKALT TAEATMENNT 1, Z OR R INSMI- AND OUTSIDE. 14. ALL DRAIKYA GF_ STAUIC7URES SUGwi A.C. CATCH RASIfNS AND MANHOLES. SMALL BE FITTED WITH DUCTILE IR.ONtiA, 8OLT�LOCKWG LIDS PER THE CITY STAI4NC,IVM PLAN 2m.1 n, 2G4.7a. m4.w 2rA va, AN U 2114 _W. STRUiCI IFTi=8; SHALL HAVr=: dA REGIANGLJILAR 0R ROUND SIX 10 L10? i WHEN NOT COLLEC71NG RLiNOFF, ANO OUTSME OF TH€ ROACrWA T. ITOUND, SQUID LIDS Vfflr.N NOT C0LLJGCTwlG RUNOFF, AND LOCA IGID wiTAW THE ROADWAY, &JT 00SIDE OF THE CURBiGUTTER LINE. + R4LINID, SCUD LiDS al$PiAY1NG THI= C47Y L000WHEN VaTHIN THE PUALIC NGHT-OF-WAXY OR IN AN EASF_MENT TO TINE CITY. PRr.'A I' E STRUC-7 IRr. LILTS OUP@L PUBLIC IRI15HT-OIL-I,►YAY AND EA$EMENTE TIC THE QITY $HALL NOT 05FLAY THE CITY LQQQ• 1 t-. laUILOINI" AND OTHER STRUCiLIAES SMALL RE PLACED IN ACCORDANCE VoTH TAALG 4.1 EA iANENtT WOTHS AND DUILCHNG SPET 5 LINES OF rH€1REN4TON S 'DM,I. 10. LIDS Of IVIANHOLESCIATGH BASINS W4'ITH1Nv PUBLIC RIG#i7�01F-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAV04G. ALL MANMHcCLEIC ATCH RkSIN RIMS SHALL 13E A13JU9TF=0 TO TEE F:-LUSH W I H F I1+IAIL PNI5H1=D Clot, UNLESS OtHEI$VL95e tFiQm, 11. ALL DRIwEWAY CULVr.RTS'LGCATED IA'AITHm4 CITY RJOr'IT•Or•WAY SHALL BE OF SUFFICIENT LENGTH TO PAOYIDr. Are MINIMUM 3:1 -S.LOPE FROM THE EDGE OF NE t3RjVr=WAY 10 THE BOTTOM OF THE 011CAH, PUBLIC WORKS I SURFACE WATER STANDARD PLAN DEPARTMENT NUTS (1 OF 2) U AILESS 07 H ERW ISE N Ma, a FLAW -WE IS: N aT Tfl ALE STD. PLAN - 267.DO E0 10y: K-CAT( -PREPARED BY 8627 NE 180th St. A N S T E Y BOTHELL, WA 98011 PHONE: (206) 303-7639 E N G V E E R N G FAX: (425) 658-0923 EMAIL: benonstey52@yahoo.com SURFACE WAITER, STANDARD FLAIR NOTES: THE FQL,LUI INA5 IB ALISTINQ OF GENERAL HOTE9 THAT SHALL FEE IraAl,01IRPORATEO IN THE DRAINA 113E PLAN &E , AL:L THE NOTES ON THE LAST MAT!' NI T FEF�1rA N TO EVERy PWMEC7L THE APPILIGANT DID OWNER. HEREBY REP EFIRED TO AS AYPPLICANT. MAY ST1RIKE OUT IRRELEMNT NOTES I NOT APPLICABLE TO THE PRG,JECT. NiOWEV". THE APPLICANT SHALL INOT RENLA g8ER NOR EDIT THE REMAINING MOTES. IF'-ADD17I0F,XA,L NOTES ARE NEEDED FOR SRE GO IC ASPECTS, THEY SHALL BE AD DIED AFTER THE SJRFACE WATER STANDARD PLAN N3TES. Ill RQI-.K FCR EFDD5KC N F RQT"TIQN W RQ.A MIUE ©ITCH$$, WHERF REMIREF]U_ 5HA,LL BE iQf $I<aVND QIJAJ; HY R(3 CK PLACF. N To A MINIMV.M DFPTH Qf QW-J1} FooT AND SHALL MEET THE FIQLILMIMG SPEGIIFICAPFDNS w 4 - 8 INCH ROCK) 40 - N% PAkS$INI3: v 2 - 4 INCH ROCK , 3D - 40% PLASHING: AN U + LE55kTHAN 2INCH ROOK J10-2'0%PA05i+NG, ID FQQTINQ DRAMNAGE s3''5TEMS AN U ROOP 13QW4PN5PQIJT SYSTEMS SHALL NOT EE INTERCMIWXtED AND SFOLL 5EPARA;LTELY OONVF-Y EAZLLECTEO FLCRNY 5 TQ THE CONtiIVEYANC E SYSTEM DR. FLUN-IC CNTIROL FACILITY ONE THE SITE. IQNLE55 A FFROVED BY THE CITY. FOIDTIN0 0RANS SHALL NOT EE CC) NNECTED TO ON -SITE 8MIRS: 20, THE END OF EACH STORM GRAIN 5TUO BHAI.L @E CAPPED, A CLEA NOUrr TOPPED W41THI A 51CILT-LUCKIN5 LID MARKED -STORM- QR-DRAJINI' $HALL BE L-rXATEC},A,T THE PROPERTY ILIHE OR. AT THE PLDIWr Of CONNIECTIG14 OF AY. PRIVATE STORM DRAINAGE OONVEYA ACE 5Y87EM IPER THE CrrY STANDARD'PLAN 227 0101. 21 _ ALL STORK SYSTEM EXIENS DN5 SMALL 9E 57AKEID FOR LINE AND -GRADE El A. SURVEYOR LICE NSEOI IN-Q�AZHINCilON STATE. AND CU7 SHEETS SHALL EE P1ROVIDED TO THE CITY "I CIA TO CONSTIRUCT10N. 22. ALL NEi00ILY4 157A,LL.EC AND 14EWLY-REHMILITATED �PUSLIC AND PFtNATE) STORM OONVEYANGE 5V5TEVS 5HALL EE INS PECTEU BY bAE.AN.5 OF REMOTE CCTV A.CCO TO THE CITY STANDAR.D PLAN 266.00. CCTV INSPECTIONS A N 0 REF'(A11S SHALL BE SUBMITT>`D TO THE CITY PRJICA TO RECEIVIN G APPROYAL TO INSTALL PROJECT CLIRBS, GUTTERS AN,FD,'QR PA4VI=M&NT. 23. -ALL STORM SYSTEM AND CON NECrTI)JS TO EXISTINtiNG MAIN SHALL BE TESTES} INNACC C RDOXI- WITIH SECTIACN 7-04-311 } OF THE YMSDOT STANDARD SPEC IFICATOHS AND IN THE PAESENCIE OF A REPRESENTATIVE OF THE CITY. STCRM1 ORAIN STUB Si SHA74LL EE TESTED FOR ACCEPT ANCE. AT THE 8AM._ ToME TH1E UA]N ;TORPA IS TE 5TED, 24. FOR ALL DISTURBED Pr=PA46U9 AREAS (MMPACT€d, ORADF-CI, L ANGOCAPE€], ETC.M OF THE IDMIEL-bPkiENT SITE, TO MAIN I AIN THE MOISTURE CAP.AfA7W OF THE SOIL EITHER STWKPILIE A N0 REUISTRIVU_FE THE f KI4TIW 10LIFF L4'fIER AND PIATF E T0P5Q1L OR MmIE NI] THE `0k'KTH CQ 41IRCKST 04 AOrORDAVCE WITH 5TA31wIIahA RD PLAN 25 1551J1A4JWE 4F THiE BUILBINQ ClR' CQN15TRUcrHDNV PER IFT5ISYr THE CITY DOES INIQT RELIEVE THE APPLICANT OF THE 0ON+TrINLIINU LE i QULI15ATION , AM "OR Ll AakIT'r' ICON NECTEID 4h11iTH STORMA 71ER 015POSAL. THE CITY DGES INOT ADCEPT AW 00UGATIONII FOR THE PROPER FUNCTIO] XN0 AND MA IN+ITENA.NICE OF THE ;ST1C.lIRM SYISTEMA PR0vIDTED DURIN;1G CONNSTRLJCT10N. . ADEQUATE SAFEGUARDS. SAFETY DEVICES. PRCTF-CTfVE E0UIPIYIENT.. FLAfiGERS- AND AW OTHER AGTIONNS NEIEGED TO PROTECT THE LIFE, HEALTH, AND SA4FETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SKA,LL BE. PROVIDED. ANY WORK WITHIN THE TRAVELED RII"HT-DF-WAY THAT MAY INTERRUPT NORF.IAL 7RAF FIO FLOW $HALL REQUIRE A TRAFFIC CONTROL PLA N AJPPROVED 6W THE CITE'. 4(. TION $ OF IHE VAaD:)-I 5"TAaIRtiII ARD SPEC I FAC AT 10 NS 1-1�0 TEMPONRARY TRAFFIC CONTROL SHALL APPLY. 77. PRCIJFr TS LCCALTED WITHIN THE GITY'TACAJIFER PROTEQTION AREA [APA0. 5JHAL.IL 474DWLY V TTH 13PECIAL REQI EF-AF NT 4-6 dD} THE i*�NnfiN $Wjw t4MI�.AQLJ'IFER F�I'TEITT 10N REGULAITIOHIS 4R1KAlIC 4 ). 2, PLACEMENT OF QORFACE APPUIRTEMNIDES fC.ArrH LTASIWMAN HOLE LIDS, GLEANNOUTS. INLETS. E7C � ICI THE STREET TRAVEL LANE WHEEL PATH. INTEIRSECTION9 OF BEET TRAVEL LAN EB, HIKE LANES. 31DEI,WAL. . AN 1) C ROSSWALKS SHALL BE ALV(NDED WHIENIEVEtR POSSIBLE. ANY SLJRF.ACE A P P UIRTEN,NNGE PLACED IN A, SIQE'1 AL IS OR CROS8WALK SHALL BE RTTED WITH A NOWSLIP -CIR NON-SKID LID PEP# ADA PEQUIREM ENT& 1 2-91. CLEARRLY LAB EL PUBLIC AN D RRIVATE SYSTEMS ON THE PLANS_ PRIVATE SYSTEMS 3RAiLL BE MAIN TAINEEI BY THE ASPPLICANT 130. MINIMUM CCW.FI OVER 5TOHM DRAINAG E PIFIE SHALL COIFCIRM TO TABLE A.Z I A2 Of THE RENTUN SVJDM. 31 CON+ISTRXTED F ERWApLE PA MEN+IT 5HAILIL 0E PERW-AID E ENI-)UQH TO A3050R13 WYATER AT A 411MIYILOM RATE. OF RQ INCHEU PER FM R IMINKUTATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CON11TINUOI.aSLY FOR AT LEA LS7 10 MINUTES. COMPLIANCE IA'IMTH THIS; MINIMUM RATE SHALL BE CHECK KED PRIOR TO COINSIRLPCTION A PPROVAL.0F THE P &VE M E h 7. CaCMPUlANC1E IUA'Y BE C HEC K E D USINNG Ak SIMPLE F J CKET TEST IN M ICH S GALL 014S OF W-ATERIS IIOURED ONTO THE PAVP-M19NT auRPAC E ALL AT 0NICE. IF- ONLx A MINOR AYPADUFNT 0+- viATGR PCINOS OR kUNS OFF T'HI= :SijRPACE, THE THE PAvEK&NT IS CONSIDERED TO ITT THE MIN061L1M RATE OF , RFTION AT LE,49T ONCE TEST DIAL , 109 OMMC79P PER t.DW ,$QiJARF FEET CP PERMEA W g PAVIEMENT. IF 7FUS TIC-$T 15 HQT OONQLUE. THEN+A r.MOTHNE'R TEST PER ASTM Cl 701 SHALL B€ CON« DUCTED FOR LARGE AREAx5 (E.G.. PAR ARIEAS� TESTINIG OBSERVAT113N MAY BE AAGC MIRLISHED 1M1 WILE VY-A4LKING BEHIND A$ SLC LY M 0,,.- IN, G WATER 7RUC K DLIX HARCMG WAITER A+4T A PLATE SIMAIL R TO THE BUCKET TEST. P1ERL11EABLE PAVERS SHALL BE TESTED NJSIN,NG ASTM G I tat. GP f .� PUBLIC W€7RIC5 SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) sulwetm RV SON DES SCALE MR DWM CHMM M R ow IHCH AT FLU SOME BA IF HOT ONE NCH N0. REVISION BY DATE APPR AP w#w. SCALE ACWMNOLY BA VSR - MVD HORMOIRAL: WD 1D83 1N7 DATU M Ur4LLK 0THURWI5IE NOTED, DIIA,1f ING 13 NI]T TV SCALq 1413: STD. PLAN - 267,10 w- Martin Pastuci1 /13/2020 R-417307 P. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA sa► k' DEVELOPMENT ENGINEERING � Surface Water Enginering msippo 05/15/2025 jfarah 05/15/2025 '' Dl s�VA L rGt 03-23-2025 CITY OF RENTON Planning/Building/Public Works Dept. SUN RI DGE_TOWNHOMES_11 DRAINAGE -NOTES DATES 05-20-2021 - FEUMM MR - C-7 7 OF_37 H H T N U O N Q J C/) Cw G 0 z 3: w 0 z D C/) U LU