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Home My WebLink AboutR-403210`/w V 0 rr Lu W r� V ) 2 U I -� I— W W r= V ) DEPRESSLANDSCAPINOI PERMEABLE CONCRETE BAND NE1TT Tp EDGE TREA-YlAEh." PAVEMENT SECT ION SEE Nall ^^}� Y� LANDSCAPE ExTENOT09GTTaMOf pAVE4ENT BASE CONCRETE BAND AT LANDSCO-9 F L L•SH F nG FS FERM[R9LE KtlILY CPI [%PANSIOH JQIIIT PAVEMENT SECTION PER pPLYAPMOVAL IT'+P 1 SEE NOTE 7 tj PAVEMENT �i 7" EWBEOMEW1 XFY F ROW ADIACLS 11kPi-Rv"9LE PAVEV*NT WE CONCRETE BANG E](TSDD TO 5011- OF PAVE VENT 1A5E w PUBLIC WORKS DEPARTMENT CONCRETE BAND BETWEEN PAVEMENT NIOTIlk I ALI PERVILA iLE PAVEMENT Af K CATHJh5 SMALL. CONFORM TOT HE CURRENT CITv OF REM TO" 8TOMWWATER CE51 A MANUAL_ SECT•OM1 C77AYDLLSCOT LOCAL AOENCYGE%ERALSPfCIALPRQ'/+SONS 2 SEE STO PLAN 751 10 FDR PERYFAR L E;?Krr N LNI •a 1."UN5 PERMEABLE PAVEMENT - EDGE TREATMENTS Pactric Das s 1i1 r � rl Civil En yinee-Loin y f€ Planning Con uhEwls.:; LM P1% 7TH4A•w% W WITTD, aIAWLNh -1 NOT TO SCALE sm. P1AN - zu-DID T BASE SAND LAYER SEE NOTE 4 Ir MAN ABOYE SEASONAL HIGH GROUNDAAIER CFI HrYDRAALKCALLV R(STRICTRlE LATER PE11MHa11S C0NC*2WJPORGU8 ASPHALT IMIgNIUY MTMUAL T"ICKNn§ (IN): RESIDE M LAL STREET$ AND PEOESTRAAR ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' 00KNETE ASPHALT C13NCRM ASPHALT 41HO I i1N) F (IMF 01111 U PERMEABLE PAVEMENT SEE NOTE 1 5 4 I F1 1 CHOKER COURSE 6 7 0 2 C A40REGATE BASE SEE NOTE 2 A. B B a NIOT'E?: 1 Pc MEAHLE PAVEME HT THKOSNE SSES FISTED FOR POROUS 4SPHJLL T Ka UDE WEARING COURSE AND ASPHALT TREATED PE RUE"" BASE ,ATP81 V"N 0741-iIF0 Co 7 14 COURSE 01F"TO 1IIIHIEN AIDS IS USED i RUNCFFSTORAGE REQUIREMENTS MAY RIauOIE AINICKAERA3GFIEGA TE BIM HYORAUUC MODELING RESULTS 500N^WO THE WOLMRED AG13REGA TE BASE TH4 CKNESS FOR STORMNYLTER CANT RG L MUST OIL SLOMITTEO 3 PREPARE AND PROTECT "GRADE PER AP AW GSP ] 40e N31 SLI (GRADE FOR PE RN EARLS PAVEMENTS COMPACT TO A CE PTH OF S- TO W%22 OF MAAphi uM DENSITY PER MOOT 2�03 3t14)0 OVERCOMPACTED SL03RAM SHALL BE SCARIFIED TO Ir WN AND RECOMPACTED 4 PERMEABLE PAVI WENT SMALL K OFSIONEDYVHIEAE THE 504L BENEAT" THE BMP MEETS A MIMMUM OROAAIVC MATTER IDONTENT OF 1 o%AND A AANM•.IM CATION EXCHANQE CAPACITY OF b MILOEQUrVALENTS PER 100 GRAMS A S INCH SANO LAYER A(ZT 16F IMCLUDM IN THE DESIGN BE MEATM THE Pf RMEAELE PAVEMENT IF THE 801E DOES NOT MEET THESE PROPERTIES OEMERAL MOTE 1 REFER TO VSISOOT LOCAL AOE NCY'JENIIIIAL SRI!0AL PNOV ISIONS IGSPA) DKARSIOOM 7-6 APwA GSPA AND 41AWT BTANDARD SPECIFICATION* 2 POROUS WMA SHALL C04FORM TO REOLAREME'NT5 OF APVVA GSP $44 3 PAVEMENT BASE SMALL BE 04TALLED PER APAIA C'SP 4-04.315) SHAPrNG AND COMPACTION 4 PERMEABLE ASPHALT TRELATED BASE IPATB} S+1ALL COI %CLAM TO THE REGUKREMENTS OF AP" GSP A CRUSHED SUWAC94 CHOKER COARSE ICSCCI SHALL CONFORM TO THE FI[OLAREMENTS OF APA A GSP 4Ad 7IP-= *2 1) COG S PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APNM GSP 444 2OL03 11IMP 001 e MIH4FUM UTRTTY SitraA.CKS AND PROTECrQN MEAWRES MUST COMFORAF TO CURRENT CRY STA.NOARDB AND OTHER LATILTTY PROVIDER REQUIREMf NIS R6FEW TD THE CITY OF RENTON SURFACE NIATER MOK94 KkVLLA AND 9TAHOARO PUNS 246 10 AND M 7a 7 PERMEABLE PAVEMENT SHM.LL 11% CAS4GAIRDOR RMI V4E0 BY A LICENSED DOMEERP40 GEOLOGIST DR GEOTECHNICAL ENGINEER FOR ALL APPUCAT&4 PAVEMENT DESIGNS MUST BE PREPARED W AN EHOINEER LCENSED 1%Y4A3440TCN STATE I ACCEPTANCE TESTING P:00 SIDEWALKS. PATHS AND VEHIrULAR PAVEMENT LESS THAN 2. MG St- SWELL BE AS POLLO" PAVEWS14T SHALL K PERMEABLE ENOUGH TO ABSORB WATER AT A MkWMUM RATE OF m IHCH4ES PER NO IMMEOATRv AFTER StAWACE HAS BEEN VKETTED OONTVADUKY FOR AT LEAST 10 MINUTES APPROVAL WTH 5 GALLON BLCKIET TEST WATER TR LICR 0R ASTM C1761 USi NO A 12&CH RING SIKAL10AT THE PAVEMENT SURFACE e ACCEPTANCE TESTIM0 FOR ROADVA 1 AMPAFWMO AREAS Of L= SF OR GPLATFJM SHALL HAVE A MINIMUM PDXTRATION RATE OF 100 0" PER APM C1701 AN 1) APVPA W i-04-7 AND W.xdt. 10 AOADYMYS. OR1vEVMYS. ^AID PAPMP40 LOTS SUBVECT TO MEHC4E LBADIMG SHALL MEET STRIICTURIAL REOUIREMEkTS OF :,LrY OF RENTON TRANSPORTATION 09PAR TAI ENT 47 ANDARDS FOR EQUIVALENT NON-PERMFADL[ PAVEMENT TYPE? II REFER TO THE CMY OF RENTOH SURFACE v1M.TER DE5N3P4 MANUAL (5VM 11F0K1 ADDITIONAL ReWRREYENTa PER SACM C 7 7 12 FOR PERMEABLE PAvf1'BW IHaiALLAT*ft8 ON SLOPS GREATER THAN 6% CHECK DAMS AREA RE0%AREC, PER STD PLAH4 70, 20 VRLEss a7HKiw5c 4DTEO •" A mr IF m It TO RMEAB E A C ENT HATER AL sm- PLAN - mim PUBLIC WORKS DEPARTMENT TE PE L P V M E SECTIONS - PERVIOUS CONCRETE AND POROUS ASPHALT I AL E �1 z REVISION AS PER COMMENTS ON 06/18/18 t4%t NO. I REVISION CONIROL NOWT iTVP) RE RIAIOUS CONCIRET E 0HLv I DES+G HER ' O S p E C1Fr DE'VON WATER "FACE sPA�Ina ELEVATION CONTROL LIED I OvA MAX SI13PE L' mm CH1:Cx 0A4 4V OLiTLE'T _ + ; CLEAR►RCE SEE PE� PA VIE ME NSECT ION - - STC PLAN 251 10 M k-I -L CD DENSITY FILL ..IW!"FACE CHECK DAM PER CNIECDESIGNERIDA 10 SPEC" :71' 6Et'.TION 7.OY 3111E GHEC1[ OHAY H1E'IGHr !' M!h KEY (TVPI CKECIiDA0REOUIRED fi"M1R FOR SLOPE STEEPER THAN 0% 7ESICkER TOSAECo+ 5146GRA13E PEN slrn-rED uNnERORkn SM FILM 3e1 10 HT ION 64ADtND SEE NOTE 7 CONTROLLED DENSITY FILL SUBSURFACE CHLW-K CAM CONTROL )MNT IrYP I 1PSRVIOUS C:;+n7fETIE MLYI DE&GUER TD SPECAFY OF SIGN "I RR 5URFAC'F SPACING ELXVAT10N CONTROLL[D 11v OUTLET IC% MAA 5! UPE SEE PERMEABLE K PAVEMENT SECf10h STD PLAµ75t 1C 1c r i 5'.H�RaDF PF A S T 0 P L.&% 241 10 Lay IVE RCIAL CONCRETE SUBS LRI-ACE CHECK DW PER AGDOT 5E C T 10 N 6-02 X218 LT r P j CHECKDAM PEQU'RED FOR SLOPE STEEPER 1HAN 7% CtIFAMOUT PER S-D PLAN 2m GD SEE FIE R NFA OLE PAVEMENT SEC'ICN E-❑ IRA1476110 I MIM CHECA UAW CLEARAVCE If DET-u': T OWR TO Inc., 4 RAIN SUISSURFACF CHECK DAVHEIC'+T TMI*I KEv CONCRETE? BAND SUBSURFACE CHECK DAM yYATER:EVfLCONTiI17lLED By OUTLE-ELEVATICII } U!tgD UhDELi;w.At, 6 MN 5"- YOII EE CO HG OUTLET ELF VAITON. W&IO uER TO SPECiry — TYPE 1L CIF PER STD PLA49 \ : MIN ;to tBOR OTHER STRLICT W E SM !!! N4'TH APPROVAL IIIIIIIIIIlIII1 PERMEABLE P.UG FOR MAINTENANCE LINDE R DRAIN AWREWLT E 12'AAN _ 5_E NOTE 1 SArITARY CLEAR NA I H a-'TIaNA1 SLOTT tO LINCERDRAIH PIPE. RISER PIPE - ❑JIFLC3AY SFE NOTE 7 5116ORADE r*.4 STD P". Lv :Vyl 10 'r T IrMIN 81MMP UNDERORAIN AND OVERFLOW NOTlS: CONTROL STRUCTURE WITH RISER UNOERDRAIN AGGREGATE SHALL MEET S. C -- �:ATION IH THE CITY OF RENTOH SURFACE WATER DESIGN MANUAL (SVMM} 1AV.E C7 I IA PERMEABLE MAL-AST PER SPT49-034Q) 7 UNOERCRAIk TO BE F MIN (PRIVATE} r W94 NIP 11JL') SLOTTED PVC PER ASTM OTM SCH 40 &OT8 PER SVVDM C 7 71 OF SYVOM SLOPE PRE AT 0 SA4 MAN LINXSS OTNERVVISE SPECIFIED PROVIDE ONE CLEANOUT MIN PER 100 FEET OF UNDEREIRAPF AND AT EACH END SEE STO PLAN 225 00 _ UNChRIP"Id SHALL BL PL.IA=IN FILTER MATERIAL PER SPECIFICATIONS PI TABLE C 2 7 IAOF SWDIW PIPE VNLL HAVE A VR/AAP ft COVER DEPTH OF WAND BEZOI4G CFPTHCFS' 1 LOCATE UNDLRDFAIN BELO+Ir5TRUCTUIIAL PAV-LWI4T BASt DEPTH PUSUC WORKS PERMEABLE PAVEMENT: SUBSURFACE DEPARTMENT CHECK DAMS AND UNDERDRAIN SURVEYED: DESIGNED: J. HOPPER DRAWN: P. PATEL PJ P 7/31 / 18 J H CHECKED: J. HOPPER BY DATE APPR APPRMD' J. HOPPER NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SM. PLAN - 261.20 VERTICAL NAVD 1986 HORIZONTAL- HAD 1983/1991 DATUM ASBUILTS CITY OF RENTON Planning/Building/Public Works Dept. R-403210 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CHRISTELLE RIDGE SOUND BLDG & DEVELOPMENT, LLC 21222 132ND AVE SE KENT, WA 98042 STORM DETAILS DATE 3-22-2018 M&DE100I PAGE: DRAWING NO: 10 10 24