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HomeMy WebLinkAboutR-41373340 CLEAN SURFACE AND BOTI blul AREA: PROVIDE! UNIFORM CONTACT''= THE SURFACE ARR9 b�E BAD€CT1ON MUST 0E' MORTAREDt� TREZO TO "A EEA of` A_ E­ ZECTrM 3 NEENAH DRAINAGE INLET FRAME AND GRATE C512 OR SOLID LOCKING LID FRAM E.AND VANED GRATE_ :1GjU5f WIN SECTION r I®®®L�IL�IdL�JL�JII�III�IL�' Il�ltll>TES. 'T:: THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE -ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT GUTTER. DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WI.0TH N✓ SDOTlAPWA STANDARD SPECIFICATION 7.05.3. -- -- :-SHIMS SHALL NOT -BE USED TO SET FRA/u1FsT0 GRADE `i:HEUSE10F SHIMS IS PROHIBITED 3. A CONTINUOUS LAYER OF MORTAR SHALLIBf PLACE�BETIiYEEN �ADJuSTMENT RINGS AND,BRICK3 IiS Tp 'LA'CEMENT -ONL-Y.BYAPP—� OFT-H-EiClTY-:.THEUSE „KS':I B I P-ER-M-IrMD WHERE THE BK ARE S EATF-kRLo)____N 1 'Yr N 5` BA5£ SECTION SHALL-@ SEAk ED TO THE BOTiOWAREAOF THEE STIOVIENT'SECTION WITH.MORTAR: :6°, MfSRTARS�HAL-L41M ETI HER QUIREMENTS®F WSDOTIAF?WKSTANDARDS ,ECIFIC/4 ION9�(143�- T SPECI FICATIOIFTIRG HOB€�'�iE'7�5'S TfGAT`; At3Fi=INEC ]G13pJ1�iQNS IF1' A . N �120.3(2) .8; ]uKSRTAR SgHAL-L-'BE-MtXED--Age.-FP-L-- ED _PAR WN ACTURER'S-®IREC PIONS: i9 FRAME SHALt., RE ADJF15� Di i FAVEFiENT �y 1S F1 17iGFRAMET3 EQSfI:®VFj f �4 NT: I EP HETf WITH AZMg IIEDGE of SL�FFIGt1 JV7:L><iNGIH ALL IVOItC11� JUINIT�BHWOB'-_ E: - MMED Mwli A5WiS��L1ER111!LiE NOTED t1A1�MY9N'G TS No-77T&S'E'a!3LE kf, .a.� PUBLI.0 WORKS' __ _ _ P a "VA RTIVI ENT -CATCH :BA-s N 1—N&T-A L1M1,01 warYwst..dM,vamr !bATF CATC H BASIN N STALLAT O N SCALE: NTS S $SEE R C507 C296, C302-C303 3 NEENAH DRAINAGE INLET FRAME AND GRATE C512 OR SOLID LOCKING LID FRAME AND VANED GRAB A , rA-'v a-roR za-: L ONE #3'BAR 160P`FOI FORCEMENT DETAIL INCREMENT (SPACED I SEE. NOTE 1 RECTANGULAR_-AWUSTMI NT SECTION. ,� r. l 4 rI #3 BAR EACH CORNERS / I #3 BRTfEACR (PIPE ALLOWANCES f MAXIMUM PIPE MATERIAL LOIAMETEk 4NFQRCECFOR10L•N 12 !CONCRETE i9SL1�1GiETAIJF,(PE �' r PSSPj.: 1fI3 PFID I ti'J2Q, i ;12" �G?l�D WALLIPVC, - jSTD.=SPEC "512(3] '15" FPROfi t_W_ ALLrP'fC� 115^ iSTp l SPEC 8 5i 0',, 7} ORRu?A Ell; Pt PENE TORM ISEWER-P,P ems: ACCEPTABLEALTERATk S R� ,I;Hq�tVhl fINTHPPRECAST_BASESECT,ION IBERS.[PLACEDIN ACCORDANC E W I T H "STAN D-ARD-rSPE CI FI CATION 53�(9)j.'_�R.WIREM_ H! V1N A'MINIMUMA 0.12 SQUARE INCHES PER F 07•SHALL'B,.-USED,W ITH THEMINIMUM REQU_IRED`REBAR-SHOWN IN THE_ ALTERNATIVE_ PRECAST BASE 5ECrtON-' W IRE. MESH SHALL -NOT B E PLACED IN THE KNOCKOUTS: AS'AN ACCEPTABLE ALTERNATIVE TO THE REB' P SHOWN IN THE RECTANGULAR ADJUSTMENTSECTIN;IINIREMESH HAVINGA'MINIMUMIAREAOF D 12 SQUARE IINCNES PER. FOOT MAYBE U=. 2. THE KNOCKOUT;DIAMETER SMALL NOT BE GREATER THAN 20", KNOCKOUTS SHALL HAVE A'WA 'L THICKNESS OF 2- MINIMUM TO 2-5^ MAXIMUM.. PROVIDE -A:1:5" __.. MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND^THCj OUTSIDE OF THE PJPE,,A0TERTHEp,IPft 4S INSTAL-LED,� , FILL-THE"GAR W4TH JOINT WtORTAR IN ACCORDANCE- WFGH ID F _9W._3_ 'T Mi X.IMUMZEPTHlFFKDMA THE FNISHED GRAQ�;Iq "'r u5WEST PIPE INV5RT,SIjALLJ8E,5 FEET, 47 T1=1 FR.4M'E AND iGRATEIMa$T 8E IfSTALLE}AIITT FLANGE DOWN, [5 PRECAST BASE SECTTON:MAYiFiAAT/E RCi NDE¢ _ L OR. AND THE3NALI�SQW,tiktLS7RIe8 TrA'W-,EiF 1 H 24V OR STEEP,6 -Is.� THE OPENING ISHALIL EE. EA�UREDWI_AT- E1f4P E PRECAST BASE SECTION If .ALLPICKUP.HQLES'SHALL 8E OUTED FAfiPEtTi11 IINLET HASSEEN PLACED. US GROUT TYP€7ffm- d40hr-SHRINK APPLICATIONS IN ACCORDANCE MTH 'STANDARD ,SPECIFICATION 9-20.3(2). r, EGRADERINGS_AND T1NGSS_0_A L-FBE-SET±6N Of TA,RjN-ACtbRDANCE LTH STANIARD SPECIFICATION-9'04 3 THEN APPLY, MORTAR TO- INSI©E t�IND106 TSIDE OF ALIL JOINTS; RINGS; RISERS7AS 4[Y I ?f MORTAR IL 6EiMIXFD 4ND IsPPL�..0 l," ACTURER'SOtRECTION . 10.. FRAME SHALLBEADJUSTEDTOPAVEMENT`GRApE TAPPING"UNTILE,RAME"IELOSH WIYHPAVENItIJT - . DETERMINED WITH ASTRA93HTEDGE OF. SUFFICIENT jIlEIR1.�TI�- It ," 'LLhrhORTJ1 ;I $$HALL'BE TRIMIVIEq FFkUSH AND SEE NOTE 1 EMA(N NISIBIE .PON COMPLETION., __`�P,I!; A VIE PRECAST BASE'SECTIQN - - �1NLESf�DSNERIMI5EINQTED 9RhW,HG IS I40TT�D SE'1iLE" iS} rici [ PUR C WflRRKS - - APPROVED' L-EFART-MENT CATCH BASIN TYPE 1 - _ I Its WIN ®r�l P.4 9A PRE&"T BASE `SEGTEON #3BAR EACH CORNER 18" r,IJN,: CITY OF RENTON CATCH BASIN TYPE 1 S286 SEE REINFORCEMENT DETAIL ,.NEENAH CATCH BASIN FRAME AND G OR SOLID LOCKING LID : RECAST:,.W TH: RTWW cATCI !E ASINIIDIMENSIONS FEINIiy1QiA- CATCH BASIN ;MIN WALL f MIN:'gASE MAXkMUM OISTANCE DIAMETER THICKNESS ITHICKNESS KNOCKOUTISIZE IBETWEEN WCNOCKOI;DrtS NOTES:', !A"$'' I wl i hip by AEIS. 22" 8" 18"' S0"' s: TREsb7Ttslali3F't�REresfH'�AstAMAv>E I7?^ SLOPED,.TOFACILITAT€GLEANING; k 7RE_RECTfflm" FR`ATv1F M OR"ATE_MUSTSE INSTALLED ,WITHTHE LAANGE--DOWN--THEIFiiXME' yTq" 12.` �f2" K08" CAST INT(jj'k�E`,4C7;JH3STMENTSECTION- A ;KNOC GI —EFTS SHALL HAVE A WACL THICKNESS O-F-2 MINIMUM T62-5" MAXIMUM PROVIDE A 1,5" MINIMUM GAP BE TWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THr PIPE ALLOWANCES PIPE AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH - JOINT MORTAR IN ACCORDANCE WITH STANDARD- � - IP,IPE MATERIAL WITH MAhIMWA 0JAM tEI SPECIFICATION 9-04:3: `CATCffSASIN 5 ALL'�E_RfN�`a�aJ_R'RT S,rAND`C�IRM SHALL BE SET DIAMETER - CONCRETE - f 'L111�'-F�I'6 t'I30LILT.WI,ILI-. ICPSSA "' 'c Z NWORTAR-IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3` �36' 6'_ WHEN CONNECTING TO A NEW PIPE USE A'FI.EXIBLE .,: - CONNECTOR (KORiVSEAL BOOT WITH CORRUGATED- 1 6 I rB0"` 36" W2' 36" b2' -ADA[_'TER-OR APPROVED EOUAL).WHEN CONNECTING TO I AN EXISTING PIPEr'USEA FABRICAT€D SAND COLLAR OF THE SAME MATERIAL -AS THE CONNECTING PIPE:- I r, MORTAR$RAWL_BE Tv1txEI5 91?1F5 APP[IE6pER [ MANUFACTURER'SDIRECTIONS:. II420- 156" $4' i6D" fhb" S'., RA�LLB€SRJUS�]J�V€MENT:GRAD€BY + 'ram" �18�- '06" ;6Or ?48" TAPPING UNTIL-.ERAME IS-EL-USH-WITH_PAVEMENT-AS t-CpRRUGATEDP. . YTF�L+ENE TOR SEINER-PIPE,{STD'SPEC,'t9= DFTFRPIIJED W,7F1,Ih'STRAIGHT EDGE OF SUFFICIENT LENGTH; SPEC 905.fi� BAUT ZORTAR JOINTS SHALL BE TRIM�_1E_I� RRIfflNf7 'REMAIN VISIBLE UPON COMPLETIO& 72: 9z' iSa• 2"_� r48- �48• 46' S9" 42" fi A8" Ir '48" u�L��€�iH�u>sa<{Hr�a �s3nawrsN� �s tTn�r��E,Eni� -- 3I D.ilPLA1V-`201:00 RDBCICWORKS' om CATCH!$;tkSlN TYP..2 PR ' EPARTI1ilEINT G_AZ 0 0f2014I wu• wmwem"„new f�T C TY OF RENTON CATCH BAS N TYPE 2 ('_2 DacuSign_EnVclope ID. 7CDD, f8BC C8± 39E-9366 C64B__BOF8BBB7 cs1z csiz C507 C296,C302-C303,C450 Jll� i SA-MLE G _ auTi � IQ, i c iiflik.i iw 90ff( �'T P-ASE PUg= I# .It RAM ;�1iF t fe P�A�Ie SFR >r -- -- .-1 _ - ^r --- - _ _ I > rt, IPA?,: 44 �� 1 �1 Ail TAf a _ 11T T9 S A65Wa L, . rrot gPt 55 CC6 �A T§PF - - -..N r { i €' 11 TLI TFTFsIC? L 35 AId - Ff L G Ib �F _ "Thil.3 &I - - � E w > ;SAT ! - PFTE F� u tl�}$'f 'kus-.'t�'l ' FA -L 93E � F `zQMQLL Lw-AX lk'l T C AT71UEL PT, ME WW M, TPJE C77r�� 6TrS#_IkijFL9 fI'z` I� LLIU FDA` I&.!pFi1[- EK_ N ff I1�f�'I£ Fa.Vr'EK Nig-TEi-' Wj-iw � PUBLIC WO KS DT FIART IVI E NT SAbdl:£ MANHOLE ' WllrH CASffWlIkAAt I STO. ;PLAN - 400:6 AZ CITY OF RENTON SADDLE MANHOLE NTS C507 C296, C302-C303 NTS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �0�,w" ® D c. of W� Q -� '�� s ���VAI ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C507 C296, C306 12" MI 18' ME SEE A PLAN VIEW A WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1 /4" DIA. 1/8" MIN. THICKNESS DIECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1 /8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. v11ulaLV,raN:40LIM2I• II36*3 VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" -I 1 62" IIIILI�I III II -,I III I 3" MIN. WIDTH 24" VALVE MARKER POST WHITE POSTI *INV STD. PLAN — 330.1 PUBLIC WORK,VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2Og0 GATE VANE NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 :01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 41 L SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 C507 C296, C302-C303 PERMIT SUB DESIGN BY DOWL R-413733 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09 SITE 05-YD CIVIL MASTER MITTAL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C507 C30 RENTON, Wq I DWG NO. 05-APRON-A-0507 CD N rn N \ rn FL: