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HomeMy WebLinkAboutR-392409IC 00 LU I— O to 0 O N CL > a 0 r In 0 M O N I In Q) r N o+ 3 0 0 o+ Q C W rn N C w U a 0 r C O oD 0 `1 `1 O O N / O 0 0 I O U CL i X LJ.i M a z J 4/25/18 A PnPTTnnl nF gF('TTnnl in Tn\A/I\IgHTP nl RAnl(;F f1S F \A/ M 'EE NOPE EF [saarism j 5' 4 G 1 t---.314 �.71AF�:�HOLE 91' W biAM. WAND& a t� BOLT -DOWN SLOT DETAIL 'NOTES I Provide two jsiots in the cover that are Ivgrklcaii� aligned rwuh the holes in the frarne:Location.of #>olt down dots lf$r'res talnorag etiffat�ent �manitfa��iicere.: tiear,of �� i16°i3esiyn, era fSfar%dardpaa aho',�'51,(z,}br �dditi IFf�gt�Gflrnen`ts i pts c, e details, seelCity�e*bnIr', �Siai9tfaii Plan1204.00. Qffi�fiBTPPC X04:10 O"D-. �— I(��.IB��iC' `�4hT�•b'LNS RECTANGULAR SOLIDS�'D PWMETAL COVER i'r r. —Jar`.. _ _ �P� F�'.. �• msK - I / ►- G,-w7f mri : apnr� elbar�rnfa7 Namdeoans vbfwn L PIpe;- Arch Installation Rigid, Pips NOTES_ Pipe compaction T+mtSa hn-th 'filen are'forii pGnatrubti6n in Ian grtfFiBtif<r>x8f+f i t 9 i§ rr titicbDo In a Ire nch.Ahe horia0nlaI Nmlis'�ihe.pi,D� rbmpacdon s _. . Kona 6afl be,lhe wills.ofdhetre 2,_A4 sleet AiiiI [it lurhlnufill pipe and.. Stie f�P�m-- 1w ft'�fa6aari, jn�rzDrtlarf�"wlm `�l4rf kt a, ae* Pipe wi fremptts�t reT nt sit FIJIQ rs�a6ed In s_eOarx a* 00311I) W- - tincrete pipe,. tphaln rvi'Vvith �Crreu}ar iremforcemaiii,. Vii, (5e rtstall��iith`�`� f5. -#1D rs equaVlo tfie �ula;ede Oiameter,of la,pipe bf [he out4deepenofppt7Th. ffie#limensfawfawnas: Gs, Lift t7 tsg�fwsfrCi.[untiljOb-egiiata:. Cir1 IIIIt III*wi Rim 66 CiserY- 'e0 fior diameters tf 21 through $2' land & rfsansjii=Rxigh 6b` 2 9i fQrldiamefers greater thati:4� and [spans; gFea[er tliaD L50',: ( Imt of p:pe s W O. D. sf011r1d9l�lr- A 4'.'1111 27'-11!L411e dNki, B' m:rr over�T 1 D, 6eddingl11him0 ObleIP,ipe FrWftte Pipe NOTES' 'JT [Provi uniform support unde[ barzelc j1 IHandiamp ursdeT fraunches 13 OQmpaelbeddutyma[enallb99%rrtauhsrly;(dGectly [verpipe haPof�lilpallY 4_ $ee ",�xcavapor� "soil Preparation 0(�Trerw ho fn,sarawy 1899BSi8 �8Ci16D D�:IfIHSiafiftard ispecifi�trons dor, ifertch wktlfi'iW' erti Freni�urig: aptt,0r& Tfiie Wili i66I nvwm th®eetlN i<PAI;f1'wwL The mintmumoDnrrfV1p50tDkfahl�!'-'b 58°- L" 7dench [iackfiA s�allmnFlihmTo`"¢ac IHrfg�=�ewer ZerdheeinRhe-sanitary-s�wers CUQnof;ftrp 'OTIAPWAstandardspeciflcaLons'axce tp,ik-ii-1 Cks Or lumps largar tttanah^ per#oat of pipe.6amii Ist�all trot be used: inthe backrill material Se$'8etiri Jg Material fbrtexib� Ptpa" tD-aggregates �saction of the WSJ©TfgPWI�"standard speclficatlons for"the:materiai specifications;, I�aef�f`i[t marsr�l IpTalc'e31� �3' �wsEf layers iar� wm�acted!tb 4%maitlmum density. EM MetlfodB o>r,Ocompacdon (9VSOOVAPYVDtP zficti�rfs;' Pipe Size: p �irnds of ips 12" to 24" rr T -� 1Q2" to 180 I 48" PPI, -Larch me al on1,Y 18" to 36 1 12" A3" to 1'4z` I (span 1,3 � ,4rOmPB- C201t - - -_� ��1, LLED.� �w.11NQj i'r r. —Jar`.. _ _ �P� F�'.. �• msK - I / ►- G,-w7f mri : apnr� elbar�rnfa7 Namdeoans vbfwn L PIpe;- Arch Installation Rigid, Pips NOTES_ Pipe compaction T+mtSa hn-th 'filen are'forii pGnatrubti6n in Ian grtfFiBtif<r>x8f+f i t 9 i§ rr titicbDo In a Ire nch.Ahe horia0nlaI Nmlis'�ihe.pi,D� rbmpacdon s _. . Kona 6afl be,lhe wills.ofdhetre 2,_A4 sleet AiiiI [it lurhlnufill pipe and.. Stie f�P�m-- 1w ft'�fa6aari, jn�rzDrtlarf�"wlm `�l4rf kt a, ae* Pipe wi fremptts�t reT nt sit FIJIQ rs�a6ed In s_eOarx a* 00311I) W- - tincrete pipe,. tphaln rvi'Vvith �Crreu}ar iremforcemaiii,. Vii, (5e rtstall��iith`�`� f5. -#1D rs equaVlo tfie �ula;ede Oiameter,of la,pipe bf [he out4deepenofppt7Th. ffie#limensfawfawnas: Gs, Lift t7 tsg�fwsfrCi.[untiljOb-egiiata:. Cir1 IIIIt III*wi Rim 66 CiserY- 'e0 fior diameters tf 21 through $2' land & rfsansjii=Rxigh 6b` 2 9i fQrldiamefers greater thati:4� and [spans; gFea[er tliaD L50',: ( Imt of p:pe s W O. D. sf011r1d9l�lr- A 4'.'1111 27'-11!L411e dNki, B' m:rr over�T 1 D, 6eddingl11him0 ObleIP,ipe FrWftte Pipe NOTES' 'JT [Provi uniform support unde[ barzelc j1 IHandiamp ursdeT fraunches 13 OQmpaelbeddutyma[enallb99%rrtauhsrly;(dGectly [verpipe haPof�lilpallY 4_ $ee ",�xcavapor� "soil Preparation 0(�Trerw ho fn,sarawy 1899BSi8 �8Ci16D D�:IfIHSiafiftard ispecifi�trons dor, ifertch wktlfi'iW' erti Freni�urig: aptt,0r& Tfiie Wili i66I nvwm th®eetlN i<PAI;f1'wwL The mintmumoDnrrfV1p50tDkfahl�!'-'b 58°- L" 7dench [iackfiA s�allmnFlihmTo`"¢ac IHrfg�=�ewer ZerdheeinRhe-sanitary-s�wers CUQnof;ftrp 'OTIAPWAstandardspeciflcaLons'axce tp,ik-ii-1 Cks Or lumps largar tttanah^ per#oat of pipe.6amii Ist�all trot be used: inthe backrill material Se$'8etiri Jg Material fbrtexib� Ptpa" tD-aggregates �saction of the WSJ©TfgPWI�"standard speclficatlons for"the:materiai specifications;, I�aef�f`i[t marsr�l IpTalc'e31� �3' �wsEf layers iar� wm�acted!tb 4%maitlmum density. EM MetlfodB o>r,Ocompacdon (9VSOOVAPYVDtP zficti�rfs;' Pipe Size: �fb�n 'elf ctilarpipe conc.,, iLCPE, GAAP (tlliameiet) 12" to 24" rr 3(1" to t)g� O 1Q2" to 180 I 48" PPI, -Larch me al on1,Y 18" to 36 1 12" A3" to 1'4z` I (span 1,3 � ,z IIBU ` vY Ftl r fI'toff W IMIPACT " STAT 2 0♦DO r SRM 1201 B6L'nf64Es �'�i-P4�sfiti4;�1 TAN' - - APART OIJ 29:7718^i88�"y tlA.e&; r RENTO fT WHE4D O- THC ,=.0 yE "-- _,, DIA PIDKHOLE COVER '',SECTI ON IVIII W_ �e:�ur'aiin I. fzs irk ;ili�r, (NN�PR�tli cKT it I sB^'tlw xQYER!�4T7OM Yl�lt` ',13)'6Li Ski '(RLL€N-hl. iB rt x t:a�S RUBBER WASHER rr- (EON j 0jLffl F[G IDETAii L �' I[1Tlriml Vie' ,r,61 4ASKETiCIR9YO /E 6E'F"AUL NOTES ALf coQER�sr �E[ooKIN t:+o?etstq iaH wfsRRsr�cT CR ARRfiOVEO Ea4lAto-. 7S1.TGN P]PE.:R�[SES: Dli . IR.RA.O18�:R40F.RBAtFJ'.. _„ OATCH.BASIN•hReAtSiiAlN 'TEE d+ROPERZM..��, rteu WA -1 JOINT MSE — ANO .� PERAIANrmop'll ."L�AT61i FB i• 1W-- AREA1DRX1k' 'EAP; {IND .YrIERE GLEANONT IS IN PAVEffEA7 IRtFI�INC $- COVER PER IFCO #2.47 R-EOOVALENT rd.ADE GLEA94i bWAAX'JSA90'StROS iEAGif 2Nf5-9$'BENb, 19CWW:WR. PIPE ENDS NOTE: MIN PIPE SIZVII PIPE tv1ATERl3ll l$ILI;FQi�J"W t"tf ,L -WE -R, TRIPLE WALE, PoLYIE NYLENE,rkfFNOM11E99—`IFRENf;1[if_ �il/f�$i7a` tiE4/CIC. lI�fiMPORARY CA'PDN fNq to o0 bIWN_STI�"• 1h1AFeK�gev"z°><s srrtlCi r R TY�CAL PIRIVATE ROOF DRAM STD. PLAN 296 `''•� I ,`L' ICOLLACT1ON'SYS'i'EIN' _ ti cod CROSS SECTION SURVEYED: SCALE: BEYLER CONSULT. NTS DESIGNED: DTY/KRD DRAWN: DTY/KRD ONE INCH CHECKED: AT FULL SCALE DRB IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DRB VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M %R • CITY OE RENTON • Planning/Building/Public Works Dept. re H Cfl H • H R-392409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 04/30/2018 krevans 05/04/2018 ~ Q BOUN SHORT PLAT CONSTRUCTION PLANS LUA16-000124, SHPL-A, U16-006297 STORMWATER NOTES AND DETAILS J n I— rr O DATE: 12/14/2017 FIELDBOOK: NA PAGE: NA Z DRAWING NO: C9 � SHEET: OF:1 rye