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HomeMy WebLinkAboutR-409410Ooiwsl n Sr vef6m 0 4 EGF566-60-4E4A-94 6;"7APi63B8 C.2.1 FULL DISPERSION MMSTgn lift pe.ID, fiSeg"ig 6bZA-4E4A tW!C�A3f7AA63wrt Doi g§PEnveT KIV_ W W 04 Z Q Z Z W 04 W U LL UL I'm O O Q TZ- Z W Z Q I� 0 O FI(;l?RE C.2.1.A SCiiEMATiC REPRESENTATION OF A TYPICAL SPI.ASII BLOCK ROOF DOWNSPOUT 100' MIN. VEGETATED FLOWPATH UNDER FULL DISPERSION, SEE SECTION C.2.1.3 SPLASH BLOCK 2017 City of Renton Surface Water Design Manual 0oDug Srs ok 0IDS 8EE�nINS 402A 41E444 36-AII1�46388 HOUSE DOWNSPOUT EXTENSION SPLASH BLOCK NTS 12/12/2016 C-37 CONFIOtKIATION,GN-RAGROUNA H �I3 ,;r.ewa. �lfw+,lq ... - �--DCWNS . POUITV"tLEANOUT LEANOUT PEHESi DDETAIL P CAN 228fb ,� I ° 10 w11N. LEVEL TRENCH WITH PERFO ,f- - _ _. - RATEDEIP- -£NO! E111 �SE I i' R -J r-. i I MA; J �E' = �c I i>�4in. �_ i fG 0 /A. "i " E i - I - ill - I - _ _ _CDiEANi6UTi.1 BID nD LTO B7 YST ORiLt, RAQ+I B-_-M •�, lam. '�, 1 - 5 F YPASB.. TER III rd; _Il _ SiD':�PLA-N 224 - - - I� 0MNSPOUTWITH CLEAN4ft!" - -- , 1YQ.AAIN. LEYL�ENGtL15R'ItL TE NLr --- ----- _ iiA fd -1 ;PERF,6- T. F� �, BEE N6JTE��1 r PE CONFKWRATKKDN FLAT; GROUNLY _PLAN view I AMPAC7EPI L'DROTHE LEANFILG- - S�PNO _ �!--r� N�I•WOS�NKiE4ITFXTTLE:Fb1R LSEPARATI4H - - li!� AtIN:f"JfCi ONTOE ANaSIDES,OF TRENCH PE R WSRLIT PERR - PEiTiT R[ -SP,EMC RC7±7j(3T�S SECT ON B:3 TAB; E :, p.ER:ASTM DII ISOLIDSli I LEAVES Id _ l - �I rs I, - - - - l� M.-ft . I --4Vr2',310 WASHED - .. j T�RAIM ROCK: - - I3'r5-TO' GROUND .VNIDISTOROED-/ NATIVE AL. Typ"I o17wNSPDu'F, FILTER DETAIL BO ESE so;`4A1. f3 GFTu SECT1oti a' TR€PICML GENGtH70 BB i(L FEE I IN LENGTH FOR EVERY 6.000 SEOF"CONTRIBUTING OPERVIO_ WSUIRFACg q 380�tT 3$ T(-TR$,R:A3f71VE`SUR FACE"bqF,g137dbN ITFiEREOF.I �iENERAL ttO�E� L WF1LnWI014 tRENGNESIUMITEI2TO1 RDQE RL44COO MOM 51L4GCE-FAMILYORY11lPY�iNS1MEE�rTOI COl'Ii1930L, 0ASEtiLENTFI40DiNG CUM UU`L A DEPART- OGYREGL�LAnON$F(IRSiN4ERGR�7llNOONJECThOI CONTROLPROGRAM(UIQFOR4T}!RRTYRES CfAt ffSFFMANAGEMFNT_., 'Z NF RAI AREAS LARGER THAN40,000 SF AND NON' -MATT P, RVJp ... G .-THAN35UOD:SF', RYIRE , LARGER PIPE AND SHOULD BE DESIGNEfl-BV'A CIVIL ENGINEER, THE: PERFORATED PIPE MAY IN BE pR:ACED 1N'RCRgYCAL.AREA$1RE'.ER-GEY,I ISLCfPES STEEMR;TF,UN 25% " 7 -a_EE£ONBTRUCTI_ON PLANS FOR SFECIPG_PROJECT REQUIR€MENTB, PUBLIC WORKS! RFORATID IST I F AaPR Em' DEPARTMENT iC�31 ECTION 1 �(' }` $,YI' :CATCH -BASIN FRAMEAND VANED ,GRATE�PER STP :PLAN 204.00-; 61T172'FBd,_ L' J 4IF TOR IMA1TE' e`.a ,T STEPS_O..R.', kkl•_ __ . N.HAN__F, " 72F- e �; f s° SEPARATE BASE', PRECAST NQN ET13 II _O STEP.SARE RECURRE_D,-WHEN _H_EIG_HT IS,V OR LESS,:. Z__. TF1E 80TTdMIOFTREIPRECAST CATCH BASIN MAY BEj _.PEFIT2FACILdtATE CLEANING PV, -THE RECTAN FRAME AND GRATEMUSTI� :INSTALLE 1FRT FLANGE DOWN. TtIE F MAx CAST INT TI'; ADJUSTMENT SECTION:( 14- XROICKOI.SMALL HAVE: AWAL[ItHICKNESS OF24 VINI I@JMTO 12�`AfARINUM PROVIDE'A TS'ITi wIMUM UAP BETWEEN THE KNOCKOUT -WALL AND-THEr'OUTSIDECf-THE PIPES AFTER THE PIPE IStiNSTAI:LE[XPt49.7ML'AR.WJTH ;TOINTMORTAR NACCO ANCEWITITSTAR➢ I R6 AN <SPEGPICAT#9N 9-0,3, S. -ALL GRADE RINGSi1RISERS.AND CASTINCS SHALL BE SETT 1N' MORTARIN ACCORDA64C€ W1T1iSTANDARD! $a»FICAn¢Na�ps,7. 5.WHE MNE TIN IINEW.PIP '' ` IF EXI LE N O NECTING A ErHC L B G A V� �':ONNECTORLKDR•N•SEAL B007 W17N CORRUGATED PTP£1 'L)APTER OR APPROVED, EQUAL). WHEN CONNECTING TO 0',N EXISTINGPIPE USEA FABRIC TED SAND COLLAR Of THE SAME MATERIAL AS THE CONNECTINGPIPEy 'MORTAR SHALL RE' MIXED -AND APPLIEDIPEIZ ,MANUFACTURER'S DIRECTIONS(.; - -_ - R FRAME SHALL BE ADJUSTED, TO PAVE'MEN' ORADEBY TAPPING'UNTIL FR ISFLUSH WIT NTASI AWE_ . P E _ AVFM U T RIti11N U_ ITHI AI STRAIGHT _ E F 1 - - E E E W SjFGaIG 6GE O SU, F CIENT' LENGTH: 9:•, ALL MORTAR JOINT$ SHALL BE TRIMMED,FLLU_SMANO REMAINVISIBLE UPQNCOMPLETLON, PUBLIC WORKS( DEPARTMENT IBEDDINGrP'ER 9YSLSIT S7D._ ;�CiF�AiIONB-ECTFON �Os:1,�,fL38 INTEGRAL BASE! PRECAST i WITH RISER] CATCIrISA$tNE61MENSIQ11 i CATCH BASIN.. DIAMETER: THIN' , ALL THICKNESS( MIN SASE tiTHICILNE331 MAXIMUM KNOCKOUTSRE MINIMUM DISTANCE .BETWEEN KNOCKOUTS aa= 4" 89 -12'�� er +2' 420, rw 12°- w, 1 144' 'i2- -12" TUB" PIPE ALLOWANCES CATCH .BASIN PIPE MATERIALYYPTH_MAMMUM_INSIDG DIAMETER - DIAMETER --- e flr et d , :CVSSY t I SOLID WALL: RVC,=� PROFILE WAi21 iPYC� - 4E" ti,. 60" 3011- 42r 72"-2' 12' - _ 84`' F+4"' 16t1" 54' 4 ° � a '98' II¢" Ii2• LTD?-y 120' 98*I 4q @0" 48" JkBy 44r 40 'CORRUGATED P OLYETFIYL'ENE',BTARM SEWER RIPE SI'OI-SP:EG:9-0Tr.20 t I I STD. SPEC: 9.05 12(a� -- CATCH BASIN TYPE 2 Oool151A SnveTv�fe; IAA 6EEf0f58"02Ae4E4A 6436_A3I7�i:463B87B' TER MWPLAN - 201.00 9/28/2w I 11+$, SURFACEI_.WATER STANDARD PLAN NOTES IT THE REMgIlJ1fIG NOTES 7F lt9Dl'TIONA'L NOTES A}2f-N�EDE,q IIFOR SP€CIFIC ASPEC�TS''r'THEY $HALI!$Ehg0E0 AFTER THE'. = EF A T U ION- R-DEVE OP_MENT A.CTIVi TY OCCUR PFOE' R TIQitl TING SWIALL 8E HELD' G THE CITY OF RENTON. HEREBY. RENY ONS CT l3 L S A S VC O. f3 R MBE N (REFERRED TO' ASiHE C1PhyT4iEl APPLICANT' AND THEAPPLICANT'S CONTRACT'DR. 2l IEAPPLIICANT SHAI L SE I3ESPONI FOR SECILR1i ALL CESSARY CYTY-$TATB 4NO FEDERAL PERMTS FK3IQR Ti rQNSTRIICTI�N St.a� ORA(NA WPROVEM NTS SHALL 1E DESIGNED D LO_ INSTRUCT€DIN C© NCE T TES EE OA E CI FY OF ON SURF A_'�ITi _> C+E AI'1 _- AC-LN%TFM1, HE LA _'T ITt __-FSF�FI _ FCENT _._ AGE WATER _BOAC --- SWOM-TfENTON751liNICIPAt. NS ORROAD 70ESEGH14D4. F. tiiyDE- (RI:IVTpN (RMCi.' FBRICIGE 1GN6,MONCIFfI[1: TR P N P I A T TiI " $I IT F CCOORNSRECVTC4,TNAYD'NER.RROERPA; ORMEDB Y S DOTR N D T+(E A 14ERIOAN V0B LC..WDRKS SSQCA IDI�I AP4VA 3, iTS HALL $EL E$OLE REspbNSl L YOTIRPP LCAN11-'OI R-LO ADDITONALCOST16 THEE r ITY -4 APPROVAL OFITHE ROAD GRA-DM .PA-RIFNG BUILpING . DDRAINAGE LAN DOES CONSTITUTE AS 4FANYOTH FIR CON--STRUTIDN CEC.WA TER. r WER SEGA5 ELECTRICAL.,E7C.1 PLANS TOR STRUCTURES 3LBRIDGES,-VAULTS AND RETAIN INO WALLS EDU REASEPARATE R VIEw ND#P OVAL B!F f,HOAt-iFiE APPR „CONSTRUCTION,. -- - TM CIT PRIORT THE SU FACEWATERDRINAGE SYSTEM BE-C CONSTRUCTED ACCORDING OTHE 'AOROVE16PIAN&ANYDEVIATI ON A F ._W J M O NS WILLR OUIRF COOAD R N VEDP INATKfNIE9LLOWFDBY TTrF g-,80VALFROMLY�EGI'IM.. -C *CW-OF-TJAPE-R_4VE� PLANS SHALL @_. 014 HE.- 4$4_ E.'fN 1_fNEVER- D_f TR_I�CTM L IN BR__ R(a. gam'-., "ATI � €XISTI ILITIES SHOWN-EREON HAVE -BEN ST LISHED -FFELD SURVEYOR OBTAINE FR VA R NDS 51 :7'HE-LOC ONSO.jALL NG H E E AB BY D OM 1U1B4 DS.A NA4L, I E I IM1fAT N N N Y N RI MP ETE IT,I (THE R P t l ITY I - 'DINS E.R L`s- P OX EO LYA D O ECESSA LIf CO L S S7JLE ES ONSBL DK IOANT-7t°tEREFDRE � D E A R T � '- NI7FI'iFAI1FNTY - - - - - N T T 1 'K''VERIFYTHEA C RA Y FALL( TILITYLO - 7t N W AMDT (FURTHER DI V JD AN'1. T�l Fi fSIDQ_TRA� g� q c u � a_ k cA q ssHa I� a scG o=HEE�. TIE� NOWN7•fEREOM T�I-A7^r64A1tiBE' �'IMP.IEMEh1TAT.fON OF -THIS PLAN THE'Af?PL�fGAPt!r5liA7L'RECORti QN TFIDRA1i 1�IGSa:0.LC IHM 7CU1+1ENiERREAN1HNESITD APPROVED pAN$.TE AI1CA3Tv"AIMMEATY'8((FE�_4O_9_-A+J*nIL4TIF$ IDISCOVE�Fr3 7� NERTFCAU bATU4#HhLL BE']NAVD 88AND'HORIZONTAL DATUM, SHALL BE NADQ13JWASTAIE PLANE 'NORTH I, UNLESS OTHER WISE APPRO-I1'ED BYt�HEICITYI AEFERENCEBENCEIMAR D&TVM _ AND ELEVA71ONESMALL BEI`IOTEOOLN T'IiEi PLANS: - Y' MP I M Yb N51 RS TI E1 C `P _T ] A1LL1TLfTYT11�NC1'IBIACKEJLL�IOIROADWA SLJBGRAOEBtLALUBE_CO ACTEIZT1r1446MA1iM_V Dfl_ i< TY_PE EE9N7 __4 DM�14NM0; ;AAWST'tiJRECON7RCILTE5T9'OFTHE WSDOT STANDARpSpECIFICATIODIS 7N PERMEABLE E?AVENIENT mND OTHER INFILTRATION AT1EASsALL iTRENCH BACKFILL'S}IAL,1.. BE FIRM AND UNYIELDING BUT,IN NO CASE SHALLBE COMPACTED; TO MORE THAN 92% OF MAXIMUM DRY DENSITY; R N'CUTTING-- - '..1 Y. T _,N. E D XIST NG ROADWA S FOR 6 MTDRAI ': G IS N T ALLOWED.0 L SS SPEC( ICA4.LY. PP BY H C 1�` N E5 E NR D E LI E 1 D E OWORK R6kE D d3 I F_.. � � F APPROVEDPLANS. CUT SHALL'?BE RE6TORED 1NIL'iCGORO'F,NCE WITH; THE CITY TRENCH RESTORA'T1ON_STANI 11T ALEPIPE AND 6TRUC1URE$ SHALL BE STAKED FOR SURVEY LINE ANO GRAUEI PR14R TO THE STARPSTRur OFCpNrl ]N (WHERE $HO 4t 't#� Vt1E PLANS'6R 4YNERE. -- -- - - - - I - - -- M H A IN -- A 3 RAGE AS STAK D. I B iHEC EExISTING ANFKSCES. CAC B S B. OR IN SH BE D US7BD D E E -- T''j A+LIFLOWCONTROL.FACILFTIESSHP BEE&-RLFED.ANDINOP,ERATFONPfUCYRTCY.BRIM'CONJUNCTIONWRHANYCONSTRUCTKW-ACTM ;7TURGEMOTHERWfSE .APf'R[fVE¢ BY,'rHC;CIF,.Y! 2,:AL6,IPJP,E Amu APP.URTERMcESSNALIJBE;LAD.DN,A'PROPERLY;PREPARED FO NGA'T1ONLIN ACCORDANCE WITHIRE-GURRENT;STATE OR: WASHINGTON[STANDARD i9K ,4- I N_FSI_R. LYt,2A1}:; IP RID-W �STRUQT N THISG}WLI, INCJ:49FA NIE A_R LLL LING _ F IT EN_0H B(?TT_E Oft THEY QE TNE� OU PATtQN LA. • W - C E RED B ING `T ORM IRE. iDF-PIPEINLL' 7ulATER L`OMR T$ LS[N EDD CI iiRALJE BE •ISSLAEUIS'A5 _. � �_LIRIF_ TH+&TjFHE..ENT .Dili THk-- $UPP,.ORiT� �k�k'iINIF'CIRM4k1 DENSE, tINYIEL'DING' _-. 5E. A�,L PIPE: 6EDDIN ,SAND kiAOKFJ L`SIiALL $EAS`-SNOWF7THE,CY'jY,y'1'AI�D'Ah{�,�L'tSl'L,':�h./tDl �IN01 11STEEL PIPE SHALLIBLAL-UMINUILM OR GALVANIZED :WaMIASP.HALfi?REATMENt4, 22TOQ fl INSIDE AND OUTSIDE., 4 uLo B:E sTR�1CTURE��UCHAS CA IN$AND MANTIOI:E 3HA ' IB W H DUDTLE ON BOLT: FN LfoS PER d TTY TA 8AS 9 20+.-RI `20d20 204'3M AND 2114.50 STRUCTURES SHALL']HAVEQ NGULARORROUNO,-Sa3LID L10-3.9PREN L,ECTiNC.;RVIGOTF: AND OUTSIDE OFTHE.�ROADWAY.-- FIECTA NoTcot V'{'ROUND: SOLID LIDS WHEN NOTCOLLECTING RUNOFF, AND LOCATED, WITHIN THE, R6ADWAYl BUT, OUTSIDE OF. THEICURBIGIITTER LINE" F WOUND. SOLD LIDS PISP44YING:THE CITY LOGO WHEN -WIT IN THEPUBLIO. IGH7 OF WAY 'PR IN AN EASEMENT TO THE CITY , RIVRTE STRUCTURE LIDS_AUTSIDB PUBLIC RIGHT-OF-WAYAND EAS EMENTSITO THE CITY SHALL NOT DISPLAY, -THE CITY EOGOI. --- - -- - - -- - -- - 15, $fiIIDING3 AND l7TMER.STRl3C�RES BN__ALt @E PLAOEDUN ACC�DANC�WII?'L.-TABLE:4.'II,EASEM�NJ'�LIDTHS-ANTSBVILOING;S..ETBACKS.;LJMES �'IGHERENrO_N$WFI1_M. 16, LIDS FMANFf+DLI-ESrCATCIi $A9iFf$ WITH7N FUBLTC R3QFIT'Q�TITAI`y=,BARLL7�F, $E ATSJfISTED TFS FIF_U, I < iC'7 7Plf� YlFi A r6 lAHCSL' ICAFCFj "AM RIr+TS SHALL BE ADJUSTED TO BE.FLUSH WITH FINAL, FINISHED iG ADECUNLESS O-TITERI^ll$E'5HOWN:; T ALL DRIVEWAY CULVERTS LOCATED R DWITTIIN CiTY-R('iHT-OWA1EIF HALL BE,OF SUFFICIENT LENGTH,T() PROVIDE A:MINIMUh4 00.iI SLOPE FROM TNE.EDGE OF THE DRIVEVVAY ATER STANDARD FP D!STD. PLAN - 267:00' qA PUBLICWORKS( SURFACEWATER S Rp RLAN g/2s/,201 DEPARTMENT NOTES (1 OF'12) �A mmcxrounx.c�.le.ro:- L`D�...M � 0, i R CLEAN SURFACE AND BOTTOM AREA PROVIDE UNIFORM CONTACT.,-MF SWIFA09:1 AREA OF THE BASE SECTION MUST BE MORTARE D TO THV_B OM�WEA OF THE! ADJUSTMENTSECTION NOTE$:! s_ e I811lI M®ICI Sl�il®Y I®I �1� S�11� � 1111E�llEli 91101EIMI BLIII IMLIE! N��Ji FINAL ELEVATION OF PAV 'tiT UT Ch � .➢(TIJ' 1'I" �1hC , F,U TTI-THE.F E E HE EMe. T 1a JH C.4 F,R e `11NG .. " ', ..- fl'11-81 4N 1 $#.'r �,d1S54GN THEREAFTER IS GIVEN BY THE ENGINEER 'r ARIi 0.:. 4'E1l�i'2^L11W_!?AR4�A'ItRR1EiA101 T -3':, _.. _.. I2 W-IMS BHJEGE NDfBE kiSED Ti3 SETFR�y►�EiTDORI�D 'iNEiISE 6F gFYiMS IS PiiOF Irm CbrIR UOUS'� ENN S ANO R CK' PRIOR, TOPACN PLY11Y APPROVALGF'ITHE CTTY,THE USE DT-M CKS TG P,ERWTTED WHERE THEBRICKSARE -STAGZEREE TO CREATE A RUNNINGBOWPI BOND S, B SE SECIION SKALLRESEAL'ED'tO:TtiE BOTTDAWEAOF TIIEAa, USTMENT-SFOT4ON WIT11 MORTAR S, MORTWSHAU4, MEErTTHK:REgUIR€.M€IST"FWSDOYIAPWA GT'PdJDARD S�ECiFICAT10N.3g4.'.i�.. MI PICK'IL"NGHOLESARE'-'tOOEGROLITEDWATER."IIGH7'. GROU7`�TYRE2€ORNON•SHRINKAPPLICATtONSINACCORDANCEWITNSTANDARD SPECIFICATION 9.20.3(2} li�.�tiflLll�FF�At'(�CIEII �UE��STLts'�` I�If�CTl�il��., L I=ME SFLSLL, BE.RTFJR75SEff_LpP It3.R�Q6. @Y'T/jP _L#FTFIC'' ki-€T;FlIEi5R+WITFI PA!AzMENT A5 L1ETEiTMYF1E4T1V IAI$T3i,AiGFIT,EDGE 47F &UFFkCIENT LENGTH. NU ALt• MORTAR JOINT$ SHALL $E TRIMMED FLUSH AND REMAIN, VISIBLE UPON COMPLETION, U141.E55-OTHERWISE. NOTED, DRAWING I$ NOTTO 5CAL"NOI STD. PLAN - 202.00 PUBMWORK5CATCH BASIN INSTALLATION RD g - T AVT - IGAZ 174t i& 11 �oc1ISIfl0 Ewgki a V. THE FOLLOWING IS A LISTING OFFGFNERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET ALL THE NOTES ON. THE LIST MAY NOT PERTAIN TO EVERY (PROJECT. THE APPLICANT OROWM=R HE_ REB-YREFERREOTGA APP F1CANT 'MAV STRIKE 4UT;.IRRELEVA_NT-N TES IFIN TAPPLICABLE TTH PftDJECT.H W R „-I_T_H-E A>PANI SHALL NOTRENUMBERI ORE 4ITTHEiEMAI 110NALN TES ARE NEEDED SPEC(F ICA PE T ,'THEY5HAgpENOD ❑AFTERTHE_ SURFACE WATER AHDPI,14NNOTES ' STAND . ObI FOR EROSION PROTECTION Or R040SIDE DITGf#SS WHERE" Uj#E"HALL SEOF, SOUND 640pft*F{t?CK_PkA0flD;70;JgM1ryIM�pEpTH OF ONE 111 FOOT 'AND SMALL MEET THE FOLLOWING SPECIE ICATIONS 1 .�. al:4 INCH ROCK /"46P Y9Ye PASSING :N It NCHROCKl7J0--4 %P .AND, A=ccNG P IFE&S'fHAl4B 1N0i-tJ'14 2i!'4 ASS W 9 GD�AINAGESY3TE 'AN Ra lJ5 UT=.SYSTE SHALL EIN RCONNEC EAIJGSHALC"SElS- TEL - YC LEG D W3jO 7 FTIN-_ M�_9`M��OW_-- ►_-- JC- �E --TS-- - �JC�t t_TR I[A_ �LH ;CONVEYANCE SYSTEM ,,ORTTOWCON7ROL FACBJTY ON THE SME; UNLESSAPPROVEG BY THE CITY.(, FOOTING DRAINS SHALkWCFIaECONNECTED T6'.-ON§IT4 aM1 IS': N M 7 BHA -TOPP W A T+ KI t MA K D'S RM'- H T T_H� P RTt '+10' END OF CN iSTOR RAIN B LL BE CA PE -CI: N UT ED 1 H abL LOC NG L D R E T S LIH.'A ED E PRO E 1 iIKEOFLATIBE POINTIOF CONNECTION OF ' -A PR IVATL!S'�TORM DRAINAGE CONVEYANCE 5Y5TEM PER THE CITY STANDARD PLAN 2mIXL AT -- M SYST M EXT NSIO S S - e F LI _--- G J3YA:,s - Y - -LICE S IN ASH TON 3# STAY '"CUT9H TS - DE§ ALl°BL�1 - E _ E -N HAL��_ AKA - NDAN2_ RAGE __- URVE6R__-ir_�-N� IN_G_ B,ANP ;_-E� BHALh_�EJ�JiC7�9- - '<4TH CITY PRIOR TO I,CON5TRUCTION;, ;NEWLY SHA iNSTAtLEDAND.N£WLY'REHA II'`ITATED'{Js}lBLK; 0.PRIVATEI STORM GOtd_ YANCE SYSTELTSLLBE INSPECTE❑BY MEA.t+1S OFIREMQTE CC71 'ACCOR IN T TE CITY TANDAR PJ26500 CCT:YNSPECTfONS ANO REPORTSIS514L _ BES EMITTED 1TO TH.E C TYPRIORI RE- C IVING PPRRV..A T I PROECTCURBS,;GUTTERSANIDIORP1VMEN7!, N .. MAINS SHALLIBFTESTEI){WAG 0RQANCE,WITH,r9F,CT10N,7�Q634)OF'[.1'{ElAap07f-57ANDARD.$.PECIFiCA'FjON$I. SYS E AND CONN CTI T ISTIN . R.' i M .. ifN67HE%PRESENCE OFAREF RE&EN7A:LAVE OP RHEI7Y. STQQ�tORATN 9T06SSL'f�LBE-[ESTED T-UR ACGEPTA AY THE. 3AMEiTIME1'fjEH4i41Ff$7QRAfd6� .14 .FOR,A1tftT1JRBED PERVIOU13 AREAS' (,COMPACTED. GRADED LI#NDSOAPI?d: ANC.l6twk.I6EVELOPMENT SITF,'t6 MAINTAIN `TFIE I�AOISTURE CAPACITY OF Tt#E�BQIL ;EITHER STOCKPILE ANO.'RFDISTRIBUiE THE Bxlsn NG DUFF:LAYER'' AND SWIVL3OPSOtiI AMEN DIME SOIL -WITH COMP,OST:IIIACCORDANCEW"STANDARO MAN L264,II0., 25 .C5' O3NU NECCTE EOF TOE -BUILDING OR CONSTRUCTION PERMITS C_IT.Y DOE N-O. T RELIEVE, APPLIOANT F:T E CONnLEGAL UING :OBLiGAT10NTAN D1OR C_ dA- B TY WIT iSTORMWATER DSPO CITY .DOES N07d CEPT �-YOBLI ATION FCRTHE PR PER F NCT 0 ING�ANO MAINTENANCE Qf THE STORM SYSTEMPROVIDEDDURING:CONSTRUCTIOW. --- -- - -- - .i ,2(r, fAC3EQ ATE SAFEGt1AR-D${;SAFETY OFVICE ,PR iTFGTi1fE.EgUIPMENT Fth ERS�y3J#S ANY; fDTHE'Ra1 .rY'T. 1gNSN pEigTOP 'i1=E'I TW@1,11`E HI<A141'L SAND °,.AFF�"f P._F' THE IPUBLIC AND TO PRO-TEGT.PROPERT'Y'dM EC]'.rON-;WITF#=THE PERFORMANCEZIF_N9C3RK $HAlf l't'$E-P-f1q�11 [S.Ii4Ti . FIT_';.THty TRWEL€G . RIGHT•OF-'A%V-THATMAY-INTERRUPT-AORPAAL-'Tf-iAFF]t!FLdWSHALL REQUIREATRAFF-IC. PFAI]. IAPP,_I3&VELTBY"TEIE;CT T{CI, SECnON55 FTFVVSF3i TJ TSPECIFICATIONS,1'f 7 A APP Y 5 NDARD 0 EMP R•f - O TROL SHALL L. . A_ORA C N 2t PROJECTS MREG n9A If -HE Cnyit 1UIFEaxROTEOnwN-iUiSA(hPaT sNAI♦ cSalePLy WItkLSI�EcYALrREixlIEiEMErtcdIB;OFITtiFREN7QNSWbea't l[a 49ti[FFN ST EET TRAVEL STREET. TRAVEL LANE WHEEL PATKI I TTERSECTIDWOF= R L LANES BAKE LANES,SIDEWALKS, AND CROSSWALR8$HALL BE AVOIDEDLYHENEVER POSSIBLE AN SURFACEAPP URTENANCE PLACEDLN All ?SIDEWALK ORICROSSWALK'SHALL BE FITTED WITH AINQNSLIP OR-NONL§Mb: _ID PER ADA REQUIREMENTS, 2% ;CTEmtYLABE�IL-P K; AND PRIVA'EirSY� _ fTH TH' fTIAN P LA'[ SYY EMS:SNALC.$E,. ' N7AINEUB_YTT�iE2T9BLICANfv :s , WI;IM-URTCwERQVEFR I'F PRAINTGEPIPESFRT�U��Wa4r.2.T.Tti2 FTHEWERT( SW6FT, 31, I£ONSTRUC_TED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER ATA MINIMUM RATE __OF 20INCHES PER HOURdMMEDIATELYAFTER,THE'., naMv Y FOR AT LEAST 101ANUTES COMPLIANCE WITH THIS MINIMUM RATE SHALL CHECKED PRIORTOI U ME TSURFAGE A5 TTE ONTINLlOLSL i(1 E N (BEEN M'E D _ f h� CONI HREnn PAVEMENnURFACEALI-AT.ONCIE FON YEAM1NDf11-AlACEMAYBECNECLSE0:11SINGAIStMP'T$UC Ri TE5]`1N.WHLCHPGALLQNS'OfCONSIR13EN N"rfi TIME - � - -- -- ---- - rTIIE RUNT OF WATEfl POxDS OR RUtJS OFF THE SURFACE. 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CIVIL ENGINEERING `•f7� � Z• e;W 111 LANDSCAPE ARCHITECTURE PLANNING o<-Fs /STE**SURVEYING G s' DESIG N TONAL EN 11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-409406 RECORD DRA WING SURVEYED: SCALE: DATE: ROW VERTICAL: NAVD 1988 • CITY 0 F OCT 2021 HORIZONTAL NAD 1983/1991 DESIGNED: SHY FlELDEIOOK: R E N TO N PAGE DRAWN: SES UTILITY PLAN DETAILS • � DRAWING NO: ONE INCH DATUM CHECKED: SHIV AT FULL SCALE Planning/Building/Public Works Dept. C4. 31 IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: / SCALE ACCORDINGLY SHEET, �p OF, 11