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HomeMy WebLinkAboutC_KCWTD Comment_20250528 Department of Natural Resources and Parks King Street Center, KSC-NR-0500 201 South Jackson Street Seattle, WA 98104-3854 May 28, 2025 sent via email: jding@rentonwa.gov KC OAP Ref No.: 2327 Jill Ding City of Renton 1055 South Grady Way Renton, WA 98057 Dear Jill Ding: The King County Wastewater Treatment Division (WTD) has received the Notice of Application for the Longacres Campus Master Plan - 1901 Oakesdale Ave SW and 1301 SW 16th St project (LUA25-000100, SA-M, ECF / PR23-000147) that proposes the applicant, Unico Properties, is requesting Hearing Examiner Master PlanReview and Environmental (SEPA) Review to develop the Longacres Campus into a mixed-use development. The Longacre Site totals approximately 158 acres and includes approximately 850,000 square feet of existing office space, maintenance buildings, and landscaped area. The proposed project site consists of 18 separate parcels (APNs 088670-0010, -0020, -0030, -0040, 0050, -0060, -0070, -0080, -0120, - 0130, -0140, -0200, -0210, -0220, -0230, -0250, -0360, and 242304-9050) located at 1301 SW 16th St and 1901 Oakesdale Ave SW. In addition, the overall Site includes three (3) industrial parcels that provide the power, heat, and cooling (APNs 2423049071,-9052, and -9048) located at 1300, 1302 SW 16th St. According to City of Renton (COR) Maps, the Site is mapped with high seismic hazard areas, special flood hazard areas (100-year flood) FEMA Zone AE, regulated shorelines, regulated slopes, and wetlands. It is anticipated that additional permit applications would be submitted in the future as the project proposal is further refined. Several King County facilities, the South Interceptor, the South Interceptor Parallel, the Tukwila Interceptor and the Boeing Chiller are located adjacent to the project area. (See enclosed record drawings showing the location of facilities in the project vicinity). In order to protect these wastewater facilities during construction, WTD requires that City of Renton submit preliminary design drawings for the project, so that WTD can assess its potential impacts. Please send drawings to: Local Public Agency Program King County WTD, Engineering and Technical Resources 201 South Jackson Street, KSC-NR-0503 Seattle, WA 98104-3855 (206) 477-5414 | lpa.team@kingcounty.gov May 28, 2025 Page 2 of 2 Please contact the Local Public Agency Program a minimum of 72 hours prior to commencing any construction to allow time for staff to arrange for a King County Inspector to be present during construction. King County has a permanent easement for a sewer line on the proposed development site and must be assured the right to maintain and repair the sewer line. In the event that the line must be relocated, a new permanent easement must be provided. Please contact King County regarding this easement, at: Claire Christian Property Asset Management Supervisor King County Wastewater Treatment Division 201 South Jackson Street, KSC-NR-5505 Seattle, WA 98104-3855 (206) 477-5452 | claire.christian@kingcounty.gov Thank you for the opportunity to review and comment on this proposal. Sincerely, Emmeline Aquino Emmeline Aquino Environmental Planner cc: Mari Otto, Local Public Agency Coordinator Kimberly Foreman, Property Asset Management Enclosure \ \ RENTON [:rRUNK c? L ____ \ :------/ ) ( frFT:.cJ-L_-,- LOCATION MAP SCALE; I"' 2000' " ',' ~ .. , T'·~;F'oJL'lAr.-ENGINEERS __ J CEDA.R RIVER WATERWAY EASTSIDE INTERCEPTOR """\ I I_oj ~ I BENCH ~. [5-434 E5-435 E5-436 E5-<137 [5-438 [5-440 [5-441 E5-M2 £5-443 E5-444 E5-445 [5-446 E5-447 IS -448 [5-449 INDEX TO DRAWINGS DRAWING NUMBER TITlE VICINITY AND LOCATION MAPS- INDEX TO DRAWINGS AND BENCH MAAKS , GENERAL 5 TRlJCTURAl NOTES AND MISCELLANEOUS DETAILS , SA/mAR Y SEWER MANHOLES 4 SIPHON STRUCTURES -PLANS, SECTIONS AND DETAILS 5 SIPHON SlRlJCruRES, SECTIONS AND DETAilS 6 SPECIAL STRUCTURES PLANS, SECTIONS AND DETAILS 1 STA. 0+00 TO STA. 28+00 ."1:; 8 STA. 28+00 TO STA. 57+00 , STA. 57+00 TO STA. 1){)+83.25 TYPICAL TRENCH SECTIONS AND DETAILS 10 CONSTRUCTION ACCESS MAP AI'.D STREET RESTORATION SECTIONS 11 ~~HON CROSSING N PROFILE AND SECTIONS BENCH MARKS DESCR IPTiON ELEVATION RAILROAD SPIKE NORm SIDE OF HIGH TENSION POWER 17.m POLE tCF 2513\ SOUTl1EAST COR,'<jER OF LOo''IGACRES 2' • EAST OFFENCE ALSO ATCOONER OF POPLARS GOING - WEST AND NORTl1. RAILROAD SPIKE IN soum SIDE 3RD HIGH TENSION 19.213 POWER POLE WEST OF soomEAS T COOt..ER LONGACR ES RACE TRACK POLE #CF 25193. RAILROAD SPIKE IN soum SIDE5n1 HIGH TENSION 17.940 POWER POLE WEST S I DE OF SOUn1EAS T CORNER LONGACRES RACE TRACK POLE ~CF 251m. RAILROAD SPIKE IN SOU III SIDE HIGH TENSION POWER 19.595 POLE AT soumWEST COR NER LONCACRES RACE TR ACK 7111 POLEWESTOF SOUTl-iEASTCORNER RACE TRACK, 50' + EAS T OF NORIlIER N PAC IFI C RA ItROAD IPOLE *CS-2'>12161. RAILROAD SPIKE IN SOUTH SIDEOF4m HIGH TENSION 23.032 POWER POLE WEST OF ~OUTI-IWEST CORMR LONGACRES RACE mACK llJ()' + WEST OF TI-lE CHICAGO MI LWAUKEE, ST.PAUL AND PACiFIC RAILROAD TRACK (POLE KS 2':>12741. TOP BOLT ON HYDR ANT BETWEEN THE WOR 0 MUELLER WE:' T ~ I DE OF WES T VALLEY ROAD D IRECTL Y ACROS ~ THE STRtET mOM PUGET POWER RENTON JUNCTION SUBSTATION. 26.86~ TOP !lOLT HYDRANT Bm~EEN TI-lE WORD MUELLER WEST 28.230 SIDE OF WEST VALLEY ROAD /'00' + soum Of PUGET POWER RENTON JUNCTION SUBSTATION.- BRASS DISC IN NORTHEAST COONER 9' x 18' CONCRETE S LAB ON WES T VALLEY ROAD 1)0' + SOUlliEAS T OF NORTl1EAS T CORNER Of N. C. MACI-lIMR Y CO. Ell I LDI NC. 25,738 LlIRGE RAIlROAD SP I KE I N NORTH PIlE IROW OF 5 I 24.779 UNDER RA IlROAD SPUR ER I DG~ QN WEST S I DE OF GREEN RIVER (30' FROM EDGE OF R IVERI NOR Tl-IWESTER l Y OF N. C. MACHINlRY, MARKED 24.87. ON HYDRANT 400' + NORTl-I OF RA IlROAD BR lOGE ACROSS GREEN RIVER 80' fWEST OF 10TI-I AVENUE (BOLT BETWEEN THE WORD MUELi1Rl. LEAD AND TACK IN THE SOUTHEAST CORNER COr-:CRETE SLAB '>' x 6' UNDER GROUND ElECffilC BOX ON ~oum SIDE OF SffiANDER BLVD., '>D' + \\"i:)TOF INTERSECTION S1RANDER AND 70m BY TlliPHONE Boom. ON BOLT TOP OF HYDRAt'oIT llETWEEN mE WOR 0 MUELLER ON )OUTl-iEASTCoo.NER INTERS~CTlON ANDOVlR PARK EAST AND SffiAt'.DER. ON rOlT TOP HYDR ANT IlETWEEN Tr1f. WORD MUELLER r:ORTl-i SID[ OF SmMwm HAlF WAY IllTWm~ AI.Dovm PARK u\') r AND AMJOVlIl I' All K \\'l~ T. CH IsmD SQUARE SOUTl-iWES T CORI\£R SLA:l I'll TI-I GR ATE. NOR rnWEST CORMR I NTER SECTION Of S ThMDER AI~D A"DOVER PARK WEST NiARKED Ir-. FIELD ElfVATlOI~ 2'.98. 26.210 22. 'Kl9 25.;[).1 28.767 21.64) BOLT TO P OF HYDR ANT BETWEEN THE WORD MUELLER 26.619 ~~~~ wSE~l OF S TRANDER 900' :.: WEST OF ANDOVER TOP" OF NORmEAS T BOLT ON STREET LIGHT POST ON 46.179 SOUTI-IWEST CORNER OF INTER SECTION STRANDER AND 57m AVENUE SOUTH. AUBU N VICINITY MAP KEY TO DRAWINGS 'ENTON LOCATION OF WORK SCALE IN Mll.ES o I 2 ~ -. TI-lE DRAWINGS ARE CROSS-R£FERENC£D IN THE FOLLOWING MANNER, (AI SECTION CUT 01'. DRAWING 3. lSi ICI ED ~ SECTION NUMBER , > 2 "- ON DRAWING 2 mls SECTION IS IDENTIFIED ~5: DRAWING ON WHICH SECTION APPEARS CiY~ 5ECliON NUMSER ~ 3 ~ DRAWING FROM WHICH DETA I LS ARE CROSS-REFERENCED I N A SIMI LAR MANNER, ~X~PU~5MRWILS ARE IDENTIFIED BY LETIlR RATJ-llR SECTION WAS TAKEN. 105066 PS CONSTRUCTED OATE J""l I)Cc: OF, METROPO_LITAN SEArTLE·, R 2186 RENTON SYSTEM TUKWILA INTERCEPTOR V!CINITY AND LOCATION MAPS INDEX TO DRAWINGS AND 8E.NCH MARKS ,"'~"" .,~,," , JUNE 19~7 AS NOTED ,"", ,,~"" "'. \1 , I •• _ •• > ~._._._"_~_.,,,_·,,-_· ••• _ ..... _'·"'U'~>~~' , __ , ",_._"~"_" , _____ ~. ____ ,...,~, ... ____ . _____ .-_, .. _ ..... _~. __ ~,,_ ...• ,_~ ..... ~,,_ •• _._~ ..• _.",-.-,_,. __ ~ ___ "._ ... _-.. ___ •• ___ <-_.....-.-..... __ .... _--, ... ,._,." .•. __ ... __ , ______ "'~ ____ ... ,~ .... _~ __ .~ .. _ ". __ • __ ........-..-•.• ,~, .. _~~ ..... _~ ..... ..,.._" ............. __ ".,...,_,.._ ............... , __ ..-_ • __ ,.,..,~~ ........... ~, ............ __ ....... ;, ....... , . __ .,_~ __ " ... _ ......... ,_ .. .-.--____ ~~, _.~~---' ____ •• __ .~."' _.w_~.,' ... _ .. _~~_~~~ ___ , ___ . ___ "_. ___ .. ~._. _~ ... ...__ ____ ....... _ ~ _____ ~. __ """ _ .... _,...,. _, __ ~ __ . -"'If fl n + 40-~ .. '.t4. t~ '---.-----' .-----.. .... ~---~~ .. ~...... -.... ~ ,.," _., .... -"-. . ~ -, ~ \ N 19300000 . , // /6'8 {j;lei-jij?', . " ~ 12'J S --... ----- '---_.---. ... T ._-------.-- -_ ... __ .. E ----_. ---- ---·--2.50---.... - J .. H IHU ;l1..EtJJ..t .. HJ1.UJ..l lJ-tLUL J:--.... _-,-~-x---~~ .~--y, ----.. --)( 0()' '8"" (1 ., " '..-/", -I '" /I t.. ti, \ ['/,iPI-1 '.-=--.:' .... > :: .~. :.-':':" :-: '-..:':) • © 82 -'- DI'TU M I'IOT[: .--.--...... ,-------.., ~ (:'YMSC')L(' ...J . ,.::> WORK TO BE DONE SEWER MANHOLE .-NUMBER, ST4 TlON, 8 COORD/Nfl IF CO/VCR{7F ENCASeMENT OR JACKED ON T ' JII,I AI ,cl. f"O r;/i"() C<;'/'''I' t. I \! I '... .. 10-> ....... ) __ ." -I1 .. :'r COOROINlJTF (COOR[}INIJTES 8 BEAI?IN(;S AHF 8A (Tr) ON U C' IJC-r:J? or /·Ot.,fM~RCf:. CO' c'" 8 •• JL--L' ,~,'. L / r;./ ,I ... .1'-1 J .4 •. 11 .. ' GEOf)ETlC SURVEY. 1 AMBFRT 61?117, IVONTH /ONF NEW DF5"1GN CONTOUR E XI STIN G WORK SAlV/TJiNY SEWER 8 5/Z£ STORM [JR4/1ll & SIZE WATD? LINE Fj SIZE GAS L INC 8 5'/ZE TELEPHONE CONDUIT EL("r; TRICA!,.. CO(V{)(j1 T CENTERLINE OR SECTION LINE PfWPERi-Y LINE OR R W LINE TFMPOl?APY E4SEMENT LINE CONTOUR LINE ClJli'B a G{fTTEr? CONCRFTE PIlVFMENT (EDGE) ASPHA/.T/C PAVE"MENT(FIJGE} F.DG£" OF TR;.1I/F,: tD 14'04 Y / UNSURFlJCEO) R IlIU(()AD, .':.i1/V6U TRACI( FENCE RIVER OR CREEK CULVERT-LENG!fI, SIZE, 8 MATErNAL (HFM)W.4LL 5, IF M'PLICABU) outLiNE" OF EX/STINe; IIl'Sr.4LLArION MlINNOLf. INLET OR CAnH BASIIV F!fr'E H'rDR4NT WM"fR MF7CR BOX VAL V£ UnUTY POLl GU)' WINE DfC/DU()(/:, THEE Gl G? G3 Gft, Cl C2 C3 C4 c') C6 C7 C1I C9 GENEF~AL STRUCTU RAt CifNFFiAL N O'r .-t'" I t.. ,,:) SC:. Q~~. TPE NOTLS AND DLTf\!lS ON HilS ~Hr.:H. Al'.'E GENERAL fiNO APPLY TO THE. ENTiRE PROJECT F"rr ','"11 l P n'!"Rr' \R r "fTCI'"I'" INl) CI 7 !-"'S" 'rur ce" ""J1'1 L,X,.,t: • \i\[,c3r. I,-~,I~~;~ l,l. !>\,'. r ? 'i· \1 i...d\ 10 !nc #N,r\",~)" CONCRETE h~e,k!.yj1~~J{~S~ri,.. C~N~~F\rr. CONsmucnON SHP,ll CONFORM TO TIlE LJl.n-'ST EDIT!ONp,Cl TIll I 1..': . ' .... " . .;,/l. ,f\..., I .>18 0),. m:-ST1.. D[~AIt.:,), AlL OEIA!UNG. FABRICATiON PJW ERECTION Of KEINHIRCIND BARS, UNLESS lY1FiC~:'//!')f i~(jl'('D~ SHIIl1 BrlN ACC,WDANCF V,t!TI-l M/\NUf'J or-~TMJlJNd) Pf(ACT!\""j FOR DFlf'H INC ilL1NrO~C[[) CONCI~f:rt ~)TFUCTtIR(S M:Hl:o LplrSTHHT!Oi~. .of? 1.G N5 ]j\JS5.(~ A. CONCHUE 3 ODa PSI ULnM.A.TE COr,/lPRlSSlvt smESS AT 28 DAYS B. REiNFOHciNC; :,FIL llNSION DUE TO HLXURE, INrrR{\~,EDIATE GRADE -?O,OOO PSI. ~Q,~C.~l.,CJ~.~QX.~~.' COt~CRE,rr COVf.i\ FPJi, REINFORCING BARS SHALL BE AS fOLLOWS Willi ~'III';' :,,1 l~\ l.t)",!; OF ON!" pAR U I MVIE! Lh, A. CONCRETE C.IiS T AGAINST GfWLJND -3" B. COf'JCRU£ TO BE !N COf{IM;1 Win: SEW/I,GE -?-lfl' c. CONCRETL ON FX 1[11 lOR FAC[ or fXTt:P ton WALL -, 2" D. cor~~;iUTt TO fiE IN CO!H"Cl Vn:l: CROUNr), Wf.ATHf:R, OR ClEAN WATER: \H ATB/>,RS GRfftT[!~ n'~ANf-5-2" f?l ,q BAI;::) e~; OR lLS:' 1-L'7' DQ\}1fJ~,., RUNlO~(CING ON_cS •. UStD AS I)(lWfL<; SHALL R[ THE SAMf Sll£ AND SPM:ING AS BARS "VI il! j;\':dLH 1HLI ARt LM't'! ll. ~JM'n~~[W~~9K~r ~,A.R/ ~N[JI~G. IN_RJGHl NJGll f:f.NDS OH HOOKS ~HAU CONl"ORM TO THE Rc"UI,',i,L\ .... l>1 prR. rAJ., ACI31B 6." qiA.Mf~J~. fXCEf:l,AS O}1-\[R~'VISE R~~UfRfy"EXPOSE!)CO!'JCI~,ETI SOR~IERS MD LDGE.S SHALl. 1,,\ ve >, t; . CHf,/if,f+t: >. fl[·:Hli!tI.NT (1),\ Nl:.R::' SH I\IJ r-:o r Wwl' d UI i::'. , , I .' ... '. • ,: 'Q-, .'. '.: 1=======I:;r" . 7fU'Ar THIS A~EA Ole. - _AREA BETWeEN REINF .,-, ~rEEt. W! RUGA sot. Ile ll _IVAZL '_V:o', . _. _, '~. 0: I" .. :~ ',. o. '. , ., f.. "E f.( ': R cr ;., TRf-' r: ~ v _, t.... t'-..... 'I , .. <- SOiL BORlt.;(; {i DFSiGNAnO/V .7yprcAl. CORNER : ~ 8A£ EXCEPT AS :NOTED ON LJW6. I ~ .... :';' b -, : • • .' • . • ' •• ".0 . ,.; .-: .0 SURVEY MOIVUMCiVr (M PfFr','It) BENCh' /11/1.91< VERTICAL CaNST JOINT HORIZ, CaNST, JOINT ANGLE POINT OR HUB SEC T/ON COh'/','EH PROJECT ELEVATION 100 EOUALS MEAN SEA LEVEL USC 8 GS (1947 ADJ.) UNLESS OTHERWISE NOTED TYPICAL CORNER NO SCALE TYPICAL CONSTRUCTION NO SCALE ---... JOINT AS NOTED T .,,-.. ,.,.' ..... .. " . ~ . :. fr~! ...... fr·'! '. ,1'11 '4 .. ,1 II' 0 ·;~·II.··:·t'l · ... ·-"1 .. ·· I '. . 'I ",'., I . . .. . .. ..., ..... . . . ~ It'., .. c . '.' 0 . :" '.. . . . I. ._ ... '. '.0 '.~ ., .. I r '. . I , .' . _ . -. . ... . -• '. q '. • ••. 0. '. . I" 4-" I" ffiJ I3AR. ~ IIX II/x 0'-4 ALL HOOf( COMPONENTS TO BE GALVANIZED AFrER" FABRICA nON "-. - -. -'!? . I y.,.. .' 0 , <I PLAN SECTION '."'-' ::'1' # c- Q " ~'. .' -' GATE HOOK -OETAILffi SCALE: 3", 1'-0 -, " . . ~ o· (). . ':.' " .' . • " ' : J)J. " • -.~~':' ':0". '. r .. _.. tI ••• _--.C?-.••• -r 1050C7 LIFTING R 2188 JUNE 1967 EYE -DETAIL S CAL E: 3 H. ,'-0 R£NTON SYSTEM AS CONSTRUCT ED f DATE JAN. 1969 TUKWILA INTERCEPTOR GENERAL STRUCTURAL NOTES AND MISCELLANEOUS DETAILS i ',", .',' --,-"''-;' . ~'.'-'..; Gl. 2 i' I 2 I ;'." ' .. -j . I I i .----... --_'-.---'.,,' ... -" ! , / \ , ,. . ...... METRO STD. FRAME 8 COVER , ~r----1F~~~~~n~#~.~'+ /'. CROWN ELEVS TO "--;'4}- '. BE EQUAL-,""" MORTAR ~ ~\,.~ ... ~ t\j~ s"MlN. PRECAST CONG. BASE (OPTIONAL) ", CONe ADJUSTING " BLOCKS ~',i":': ~y~. ----1: 1 ;.-:;;~, FORM RECESS TO' .1, I,;' :~.,' / '.' !I 2'-0 DIA ",.', MATCH PRECAST ',.:1'1" .~; + \ , • •. , . JOINT ), I.' :' . , , ,I ,''.\ / ""1 ,I " . '\ '. ' ::'1 ,!.' , '. '~,~,: ',::'·I';,I~ .1 '-~,----,,-.-_,.J 'Ia' ";;,:: ~:':'.<,-"-~:.l:"':. '; •. ~.~~.: ;:~'7'i~-:":~" ;::..':< :'.: SEE DETAIL A/3 BASE -SECTION TYP. LATERAL ONNECTION ACCEPTABLE CONNECTION TYPICAL BELL,---"", CAST FOR FLEXIBLE JOINT TYPICAL RUBBER GASKET JOINT MORTAR-..----t?#---, 'i 'I <i'.'; :~:.." '.-•• ....:..... . .,.., .. -'-I' - ... 1 ' ' , , "" . '. :.' ...-r-...... ,.' I' .1 " u __ TOP HALF OF PIPE TO 8. 1 REMOVED TO CONTOUR I OF INSIDE OF MH BROKEN ~--'---..:::!-t-...L EDGES TO BE PLASTER-I j,6' '~'i"'-"'-.:c ED SMOOTH WITH MORTAR. TYPICAL OF ALL MANHOLES-f--b'¥-~ BELLS SHALL BE CAST INTO PRE- CAST MANHOLE BASE BY MANHOLE MANUFACTURER--~ r----,t,,--: BASE -PLAN TYPICAL LATERAL CONNECTION TYPICAL CONNECTION DETAIL" .... METRO STD FRAME 8 COVER D.'l'----Af7,;:;J: CONe ADJUSTING :~--~==I-"'9 BLOCKS ::, STD 4'~ " ,:: SHALLOW TYPE 26 DIA. MORTAR --~--;:i'Z"t---, SHEL& SLOP~ I"IN 12- STANDARD TYPE B PRECAST MANHOL£ 24" TO 48-(INCLUSIVE) ---"-,--, ".,,.,.-,-.--~--,------------------ DIMENSIONS REI N FORCING STEEL FOR STANDARD TYPE C MANHOLES REINFORCING BARS CONC. DIMENSIONS BOTTOM SLAB SIDE WALLS TOP SLAB J IIU ll liS" "R" "XII "yOi 8 E F G N~ B# LENGTH ~8= LENGTH N~8.# LENGTH N~8# LENGTH N~B# LENGTH N~8.# LENGTHN~B. LENGTH N~8.#-LENGTHN~a.#: LENGTH 54' 10'-30' 6'-6 7'-4 12" 14" 12" s" S*5 4'-11 31'-50' 6'-6 7'-7 15" 9-6 57" 10'-30' 6'-9 7'-7 31'-50' 6'-9 7'-10 60" 10' -30' 7'-0 7'-10 31' -50' 7'-0 8-1 63" 10'-30' 7'-3 8'-1 31' -50' 7'-3 8'-4 66" 10' -30' 7'-6 8'-4 31'-50' 7'-6 8'-7 69" 10' -30' 31'-50' 72" 10'-3d 31'-SO' 7'-9 7'-9 8'-0 g-O 8'-7 8'-10 8'-10 g'-I 12" 15" 12" 15" 12' 15" 12" 15" 12" 15" 12" 12" 14' 15" 8" 8"'5 9-#6 9#5 10*6 9#5 10· 6 10#5 11 10 6 10# 5 II #6 10#5 12#6 4'-11 78" 10'-30' 31'-50' 8'-8 8'-8 9'-7 13" 15" 9'-8 I I 14" 12" 10~ 5 5'-7 15" 12# 6 84' 10'-30' 31'-50' 9'-2 9'-2 Id-I t ~ 14" 10'-2 13" IS" 15" gO" IO',~ 30' 31'-50' 9'-10 g'-IO Id-g 10'-10 96" 10' -30' 10'-4 11'-3 31'-so' 10'-4 11'-4 102" 10'-3d 11'-0 11'-10 31' -so' I 1'-0 11'-11 108" Id -30' 11'-6 12!..4 31'-50' 11'-6 12~S 120" 10'-30' 12'-8 13!..6 31'-50' 12'-8 13'-7 14" 16" 14" I I 15" • , 14" 14" 16" IS" IS" 17" 14" I I 15" t t 14" IS' 11' IS" 16" 18" 14" 16" 18" IS" 132" 10'-30' 13!..10 14-8 17" 31'-so' 13~10 14'-9 11' 19" 14" 19" IS" 10**5 12#6 10'" 5 12#6 1111'5 13# 6 11#5 14#6 12# 5 14# 6 13# S IS#6 16# 5 16*" 6 144' 10'-30' 15'-0 15'-10 18" 20' 14" 15# 5 31'-sd 15'-0 15!..1I 18" 20' IS" 12" 17# 6 5'-7 RISER SHAFT TO E STD MH TYPE A, WITHOUT BASE "R"BARS ~ L .' 6#4 6'-1 IS #5 4'-11 6'-1 22#5 6'-4 201t5 6'-4 22#5 6-7 20*5 6'-7 24#:5 6'-10 22*5 6'-10 24#5 7!..1 22.5 7!..1 26#5 7'-4 7'-4 7!..7 7'-7 8-3 6*4 8'-3 7* 4 8'-9 8'-9 g-5 9'-5 9'-11 9'-11 10!..7 10'-7 I 1'-1 I 1'-1 IZ-3 12'-3 6· 5 13'-S I 13'-5 + 14-7 6.5 14-7 24#5 26*5 24*5 28# 5 4'-/1 30.5 5'-7 30'1' 5 32*S 32#S 26#6 26#6 28'46 28<#6 32#6 32#6 36#-6 36#6 4211'6 42*6 50*6 50*6 40""7 40""7 " S!....7 10#4 6~ II 7!..2 7!..2 7'-5 7'-5 7'-8 7'-8 7'-11 7'-11 8'-2 8'-2 B'-5 S'-5 10# 4 8'-8 12*'4 9'-2 14.4 9'-3 9'-8 9'-9 10'-4 10'-5 10'-10 10'-1 I 11'-S 11'-6 11'-11 12'-0 13'-I 13'-2 14'-3 14-4 15'-S IS'-6 3#5 3#-5 3#-5 3#6 4#5 4*"6 4"'5 4 *" 6 5~5 5*"6 5#5 5*"6 6# 5 6'" 6 6*"5 6#6 7#5 7#6 7#5 7#6 8#5 7·6 10#4 8*"6 11"#4 9#6 12 *"4 1I*"6 13#4 12#6 14#4 13·6 4'-11 4'-11 5'-7 4#5 6'-1 6'-1 6'-4 6'-4 6'-7 6'-7 6'-10 6'-10 7'-1 7'-1 7!..4 7'-4 7'-7 7'-7 8'-3 8'-3 8'-9 8'-9 9'-5 9'-S 9'-11 9'-11 10'-7 10'-7 11'-1 11'-I 12'-3 12'-3 13-5 13'-5 14-7 4#5 14'-7 2 #-5 3'-10 3'-10 4'-2 4-2 4'-6 4'-6 4'-10 4'-10 S'-3 5'-3 S'-7 5'-7 5~1I 5'-11 7!..3 7!..3 7~ II 2# 5 3'-1 3'-1 3'-8 l 3!..8 3'-10 3'-10 3'-11 3'-11 4'-I 4'-1 4'-2 4'-2 4-3 2#5 4'-3 4# 5 li-7 17!..7 IB'-6 IS'-6 19-5 19'-5 20'-4 20'-4 21!..3 21'-3 22'-2 22'-2 23'-1 23'-1 24'-11 4.5 24'-11 6# 5 26'-9 26~9 28'-7 2S'-7 30'-5 30'-5 32'-3 32'-3 34'-1 34'-1 37!..9 37!..9 41'-5 41~5 45'-1 6#5 45'-1 RISER SHAFT TO BE STD. MH TYPE A, WITHOUT BASE mrrf;:::::;;::::-Nr"BARS ''X''BARS "SHBARS STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) SPIGOT LENGTH +2 "--+----1 t-2"CLEAR . "rBARS \['J' . :~ .b, A ra C-ME ,--iftNG (i:; ~ r:EE Q TA;:+' ,',,:'1~'r--J SPIGOT END WITH ACCEPTABlE R-4 Jl ,.A--"x" BARS ~~J:"~h i II If. ""'-, 'I I ~'" I I .L..J" , " " " " , , , MOFrrAR DAM INVERT TO FINISH GRADE GROOVE FOR 48" MH SECTION -PIPE MORTARED INTO ~ BARREL OF M.H. ~ ~ ~ § PLACE APPROVED PWG FOR FUTURE PIPE 6 "MINIMUM SPRING LINE 2" THICK ----........-tr-d----!- ~ 6"MIN CONe COVER-------+-----~ REVERSEWYE POUR CONe TO C(MPACTED ALL OR ORIGINAL GND 8"THICK SLAB W/RElNF PLACED 2"CLEAR OF BOTTOM FACE : ~i.'-','::"+-' -6"MIN COlIER Irt--+-.....:,..,.,:: . :. ; DROP PIPING TO BE SAME SIZE AS INTERCEPTED SEWER ~-PIPE MOFrrARED INTO BARREL OF MH STANDARD DR P CONNECTION 72" TO 48- REDUCING SLAB --i=.,.,...j~..r ":liifIN "; w;..~:~/~:O STL .fOINT SLEEVE 2 x 4 '~~ WWF FASTENED TO SLEEVE AT PLANT CEMENT MORTAR PLACED IN FIEL 0 ~~~~-.::;;t--ASPHALT .fOINT FILLER '---RUBBER GASKET TYPICAL FLEXIBLE JOINT T PRECAST CONE OR VERTICAL SECTION SE IN FULL MORTAR BED, STRIKE JOINTS FLUSH jz;f " - , , 'K0 ~----.. ', I~' )l :; :1=-1' ,),,' • r.:'l'~ ;?,J ..... 1 :m;' ~J~ '-FLEXIBLE l JOINT SEE / : DETAIL I I I I I -- 1 I 1 I ~T·BARS I I \ \ --"R" BARS ',/ ... ' \.' .. % V ""·.r--.., . _ -.: " ~ . 1'1-I b ~ _ ;~_ ,.;, ,",> " .. ; .. '1t-" .' .,yo, 0 3" ---=- -'. . .. H N " Z BARS, 7JI BLE GIVES REQ'D 'ENCE LENGTH LAP ALL SPLICES, W BARS ..2-CIRCUMFER. EQUAL SPACES 4'-0 24d FOR NOTE: WHERE T BARS ENCROACH BEND DOWN AS ON JT. SLEEVE, J ___ "y" BARS '----'-----"su BARS .. " ...... 1'! ...•. , ~\ ... :~\ .: .. q , , '\ --tt .• ,< . Ql ;; :\ iF " ./'~~ • t----r ... ~'" .•....... ",'''<,'.'. "~'.'.' •. ,~,.-,' __ .. ' ' .. ' , ,,;/:/0' ~:,; t\j ~ ~. -.. ..>;;;~" .. :~ '.:' '1. ~' .. '. -." , --.,-~ ..... '.' . . . Tt.". e.:,'" :.-.... ,;.:," , .. ~. "0, . :_. -,." (~.: . ~.< -ll r.o _ ' ... _Ii.' _"'. .. .y-: .. j. 'IT" BA/J.S-=-=::----I EQUAL SPACES '-4-____ A -------1~ ! INDICATED 8 ADO LENGTH AS P LAN EB REQ'o. THIS NOTE #5x13 HOOP SPACERS VERrlCAL SECr/ON SEcnON(ij DETAIL 8"THICK SJ-AB W/REINF_'---'1 __ PLACED 2 CLEAR OF BOTTOM FACE Yi'(J BARS @ /S"O/C. SECTION 2 ALSO APPLIES TO STANDARD TYPE C MANHOLE 3 "U"BARS. 54" TO 144" (INCLUSIVE) NOTES I, WHEN CLEAR HEIGHT INSIDE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUSTING BLOCKS DIR- ECTLY ON THE REDUCING SLAB" WHERE CLEAR HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER, 2 MANHOLE STEPS ARE NOT' REQUIRED 3 PRECAST VeRTICAL SECr/ONS SHALL CONFORM TO CPAW 102 ~XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. 4. ALL JOINTS, EXCEPT PIPE .fOINTS. SHALL BE MORTAR FILLED MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND ONE AND ONE HALF PARTS CLEAN MASONRY SAND. S ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEXIBLE JOINTS PER TYPICAL DETAIL 6, METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE BLAST CLEANED AND COATED WITH 2 COATS OF COAL TAR, EPOXY RESIN COATING, PITT CHEM. TARSET OR INERTOL POXITAR, 15 MIL MIN THICKNESS, l05C::S AS CONSTRUCIED 72-TO 26-REDUCING SLAB 48-TO 26-REDUCING SLAB DATE .Jp.\-.l \~(o9 MUNIC PALITY 0[7 MET R 0 P O"L I TAN . I !II ','I,Nt D ' R FW B.EW METROPOLITAN ENGINEERS BROWN AND CALDWEL L CAREY AND KRAMER Rr: W.., HILL AND INGMAN R W BECK AND ASSOCIATES , t,It-\MI T T U) _,,'ri.4/ Oe!>'qr'1 t r,)lfIf," -MelrO~>L-;i 'on t' (;"',( .• "" Ch,f-t ,- "" , "R 218 B NO SCALE DATlJUNE 1967 RENTON SYS T E M TUKWILA SANITARY ["'I;."':~Jl; :,~'MUt.' INTERCEPTOR 51 3 SEWER MANHOLES SHE" t, T NUMBf R 3 .. 0' _I 1_ I .. [j~:..,' ~2~O ~I~ 4:0 o ADD 3 J 5'" !3or .. >l 12" I .-.4 ~i--LIFTING EYE CT£ OVE£ GATE 5LOT SEE F/Z --8 1'5LAB TOP AT 1£5.2'7 #4-@12" EW BoT. LIFTING EYE erR. OVEl: GATE SLOT SEE F /2 AOD 2-#5 )( 4-~o j30i (TYP 4 PLACES) 'L 24 1 ' cp METRo 5T.o ,e 24"</> METl20 5TD COVE AND SHALLOW FRAME. /' 8 1 0 -I ... -. __ ..... _.---12' 4~o 2~O /2 II ~ 1----------~---+ I ~ I I "'-_ I I .., I ro I 1 . L , I .L--____ ~ I ~ -I I I I I --t . . 1 ~I I I ----_____ 1 4 ~ " < <">I --- (j ~, "" ~ ~, "- ~ C '. ~, <') Ib < ~" " ---~-~""'-~"I.,~~-""'''''''''''''----''",!-' -_ "'1"-.•.• ' .. , , ~GRTG SEAT / ..... / SEE C /4 L Ikt-"x 10," X ~" . I ;' ·i·· . \y 0 \ I ''"--.: . 1 , I o I '. I I I 1 I I I I I I I I I . I I I I r V • r 0) /~! 1 I I I I I ~/1h , 3/8" rp X O~ 4 NEL 50N ANCIIORS e 12 1I O.C. AL T EA SIDE TYP f->AR 3/8 ")<' 5/8 SECTION EB SCALE: 3"· 1'-0 ~" 8 2'1 r BAR 1llx 31allx 0~2 RELO WELO./,RoTEc. ALL DAMAGED GALV. 5URFACES : wi G4LVA-!1IELO. AOD 4-#5 130T coVEIC AND 5HAUOW FRAME 8 5L4B TOP AT /75, a #4 (3/r EW 130T rO,e .40j)~D I2EINr 5EE I=.=-=.=.=:=:':':-::::j~::""r:--,r~*ri_ ~ t ,~~e\.,., , , c' n EX. JOINT Wi ", z-#5 HOOPS 5EE DWG 3 INV. 102.86 ~. 574. 34 +5g. 42 N 169, 526.07 E IG5J, 284.22 TOP PIAN -51PIION OLiTLET 5T.eUC. TOP TOP PLAN PLAN 8'-0 ,----GARY GALOK. ALUMINUt'1 G€TG DETAILffi 1-0<----~ -.. _-. 12" .~- • . " • .. " . • r / . r>. 8/1 ':JE/2IES TYPE G.<1 f /00 -~ Fol2 6EA7"' L SEE C /4- 24 11 <f IZCP 24 1 ' 1> RCP\ \ f---i-~ ---- J 1211 2~ G lOll 1\ . . \ · " I .j . -1;', • • 8" It- I- 8 '0 - 3~G ~ . . '. " • c-, . .-, • , '---12j VT #1<212"£ SECTIONS I WEF 5fE 3&4/5 " . r · , ,0, 3G II ¢ Rep , " '\ ELEVATION GUI DE ELEVATION GATE SCALE ' I;." --I' -0 ' 2 .G_A IT P.N D GA TE GU I DE NOTES, 1. 2 . ALL SLIDE GATES SHALL BE ALUMINUM CONSTRUCTION. ALL WELDS SHALL BE3/16" FI LLET CONTI NUOUS UNLESS NOTED OTHERWI SE. SCALE: 3"=1'-0 _ ..... _-Cl I P\ 3. I NS I DE FACE OF GA TE GU I DES MU S T BE PAf1ALLEL (TOLERANCE -: 1/16"1. ~'1 '4 O,D. ALUM. • · " .'.t!. ~ _ • ______ _ 112.0'; , , -----"""' , , • . ' .. I1. . PLAN AT ELEV, II 5.0 ," BOTTOM PLAN . ~ , I .. +- 1 SIPHON OUTLET STRUCTURE SCALE: Y2" = I' -0 . __ .... _ .. -L._ _/'2 1 '¢> C.l TYT(l/J JOIAIT Pipe -' 'l) " " "t n q [Un -'-• ----t--_, , . -10 '\ · . . ... '--/ ~------, 0 / / .lL • ,n· • -. . .. .-- 1 " .'1J • ~------- '" .. " · , , . V 113. 9 • • 0 " • · . , p " • ------- - j /\ 1\ . ----'\'7' J 4. 5. ALL GATE GUIDES SHALL BE POSITIONED TO RECEIVE RESPECTIVE SLIDE GATES WITHIN PERMISSIBLE TOLERANCES BEFORE PLACING CONCRETE. ALL EXPOSED GALVAN IZED SURFACES SHALL BE PROTECTED DUR ING CONSTRUCTION. THE FINISH SURFACE OF THE GATE FRAME THAT ENGAGES THE GIJ I DES SHALL BE WITH I N ~ 11 16" OF A COMMON PLANE. TUBING SPLIT ANO WECO TO GA TE SECTION ffi NO SCALE 6 EXCEPT THE SLIDE GATESI-ALL OTHER COMPONENTS SHALL GALVANIZED AFTER rABRICATION. ~ SLIDE GATE AND GUIDES -DETAIL Q7 1/' • • , . " . " , 6 < . _. J~ -.' . -.. 0 . . . · . • . . 12"" C.I, TYTOIV' JOWT PIPE bEVEL EDGE5 OF /.~ .' . ~ ,. ! f/. 1/ I k," f;, II 5L1DE GATE SLOT. / /'><."''- /. .... ~ ~<.. ~x '/-X.,. .' // . . . '.. . ..... /... 0/ 3/a l'cf X o~4-ANCHOR? ~ .~ AT 1211 o.C. TYP, / . -. ..4 /" / >-.... PLAN AT ELEV. II 5.0 SLIDE GATE ANO GUIOES 5EE A /4 /I' 5 e 1'2 '; EFJ 5EE 5£C.TloA/ # 4 e 12 " E F 3 & 4-/ 5 FLEX JOINT wi 2-#5 HOOPS 1--, SEE OWG 3 lA/V, 104.39 lA/V. 107.54 d, n . , , . . , j ~.. t ~ I FLEX JOI:;T ~/'" •••. , Q;' ~/~ ~. -I ~ "' I ~E:~:go;s F===:!'!:=':!!'='=f.;-::'== __ ==~;;;:"-~ .. (".-: , . • , ' 4 \ '... . a . \ , , j /. , • · ~ ~ - '1_' " . 0 .... l. -1? . D / ",. : <>' _ " · " " 0 (" .. " . Z· . 0 00 , <1 •• ; 0:." . 0 · • '. 0 0 .0 -'. ,", ',", ",' ,'~J 0 i':, 0 .'~: ,', '0. o. 0 ': ': .. ,.0 . ',/' DETAIL EB NO SCALE ~~ .. , __ /N_V_I_Q_3_.5_2_ " '," .' .• ' :0': ' \\,' ,~ , . --'''c---~ \ k\ I 5TA. 3G + 5~. 42 \\ 12..".J N 169, 405.7/ \ r', E /105/, /24.49 BOTTOM SIPHON INLET ~ 8 " BULL NOSE PLAN 5£E 0/5 STRUCTURE SCALE: Yi' = I' -0 AS CONSTRUCTED DATE JI\N 19~~ i)",'j".'i,rJ, ,"JI)'v'I\I;-I M t 1 k U f· l) L 1'1 A ,< [:'~ (j I N L Ie fl I.e MUNICIPALITY OF METROPOLITAN SEATTLE-, 1\ R21B8 RENTON SYST EM TUKWILA INTERCEPTOR SIPHON STRUCTURES PLANS, SECTIONS AND DETAILS we; (jRIlWN ____ _ H'j(JWN AND CIILCWlLL CARL Y IINU KKIIMI R I 'I " . (~lIH~ll r f ")~4:vI.'~·1-X:: J'~..,. ,;l CC)MlVlr I~[:~ :-; --.:-,.,' L:>---~~c ..... _ De',lgr'lr'Q'r1PU Metropollton Erll:!i"l:'f:'r<; i-'rlllE"CI lnqlnJ"er Melro~o"rUIl FnQlr';:Pf~ Ll,,~TI.'I_lv': L: .~I-l.A '_,i. /\1 l f'c;r Murl(;lpOllty 01 MetU)ilOIII()!I '-;cut':tc :,", \ JUNE 1967 AS NOT ED Mel' Hit I AND INGMAN R W SF-f:K nND t\SSO(I.6T lS (.Hf[KED '--,Hf" t 1 r...UMRf 1/ 4 Uf II GATE STORAGE HOo/( SFE G/2 - • I 2-0 ~ I" I .. ft 4-(::' I Z" E W DOT FolC ADDED REIMF StE P{AN 'f . ~ . ~~. ==;;=' ,=-,::::,.=':::.'= "'. === ,=' .:::! .• ~.~ __ .'O C0 · " . . .' '. 125,25 o . . " • • • , , " REM{JV48U IIANDRA/{., • SEE E/5" • , ." , 0 • • :0 _ 10 # I ~ 5€IZ"EF I' ,I L / .. I ',t.. , I' C'" /' To Ei.. /IZ,Ot;;" .• I. \. I I I . I <. \ ; . I . I I . I I 0 . Iv ~ I .•. • "0 I I 'I , , I " , r . • I ' ;. • • .~"-~ .: ...•.. • • b ~"" \ L)':' . .' .' \.~ I f> . '----..,.. • 0 . •••• • .) '6 . -• 1> 0'''. " '" ." .. c· . . .,.,: .... -.. '. '0 . ';) v , : /~ 3 i---.... p ..... . ...it . .' • "'\ ~ 1f5 C2 IZ" tW T £,./3 SECTION ffi SCALE: ~2' = ,'-0 • > • Q " TH/<:cADED 5,5. p/.uG wi AL~EN WRENCH SOCktfr- IYz"-J> 6.5, THREADEO I INScRT. DRILL & TAP FO£ 34 1'';' eYE SOlT, 8" P SCIi' 40 PIP': I ." , . I ,/ .. t' , ~. ..' . . GALl/. AFTER r..<lI3RICATION } .. o . o • ~"¢ '\' O~4 ANCHOR5 / e ::4" ALT. EA SiDE ~ DETAIL ffi SCALE, '~2' = ,'-0 SECTION ffi SCALE, ~2" = ,'-0 l- I / /I 3..- <.0 -__ +-11,_:.::..>8 , I - · '.~ • • o. , ,. " · ,C • o· • • • o "'5 <? IZ"EF o.V TO EL (noG " . • J ' -- JOINT FlUEIE' & CAULK, ... ;; ·v ": .-r2:-" .OJ_" .·'~-'I .:.......:_ -fl. I U-. --r. ~£l'1r--:-~ 'J ,> " SECTION EB SCALE; 3" = ,'-0 o ~ '-L 4"x 3"x Vz" Y'.> ¥8"¢x;o'-4 ANCHoRS ~ /Z" GALli, AFTE!2 FA8£, • • • • t> ( • • REMOVABLE HANDRAIL 5EE E / 5 --.-- • • t 0 'r-' o , o • .' . 24"¢ JZcP . I-- p • V-I05 ,54-: .~ 10';',39\_ : _ -~---fl'. '--r-,,/. "\f---II ... __ ---" t - -----II( "\ .... , -...•..•. -1\ 1 :. ~ .. ~. I L. •.• < .... "." .. : ..... ~ /05.:52 ~.. .:~-~.;-=.~v· .. '. ': :I.f"'·.:......;,......:>..-~-'"->./ • .'--____ ~. _ • D . , ~ .. ' 1 . ., ,q " C\J" ~ '. A -...........~ •• 0' • '0.* " S 3/1 ® . (~" Ya V \ r-l HI--I--t--, ~-'i \ "<II I -,-_ , ,( I ~ I , "" ' , I _~. v __ SECTION ® SCALE, 1/2' = ,'-0 , " r).--~- ;--1ro" U SA R /~'I<f o;;TD PIPE u---._-I \ " . Z"~ ~"<p BOLT • o·J 1/3, 9 ELEVATION REMOVABLE ALL C'OMPONEN7'S (8\" GALIIAI\/IZc ..<lFTER SECTION d=7 FABRICATION HAN 0 R A I L -DE T A I L a:J l('r~ :'" J' CD .Lt. SCALE: 3"01'-0 · . , . ., . . -'. · ., · · .0 • n' . I · . 0 • I , • • ,.~ ·f: I , .. - .. I • '.' I · I - • . I · V , I • 0 1 , , I I , I- I · 0 I. 1 ? I · I' , · I I " -, . . ~ - · , !-C; ,. · I -~r I · I · I I · --,_ .. .. ·cc.i ' ... I · I · I -.. ~ _J · l I · I 1 I · 'I , • 1 I I '1 .0 , I /~ ~. I I + · 1 I I .. 0 , .- V 0 0 J , • , " 0 " 1 9 0 0 · -~ GATE SToRAGE ft'(JOK.. SEE G / 2 " 0 · • · ,/ . ",. • / ~ #5CE /2" E.F. , ( . ... To EL (13.3' , > 0 , : :~ , .,J , · V • i'0l<~ • • • .. ./1 i !~ 3 I-TYf ~ < • . , / '0 .. -. • • - SECTION EB SCALE, '1£= I' -0 AS CQ\.ISTRUCTED DATE .J{\\ I 1'369 , 0 • • < -. ,}HI"."! I;'J :.' I'J I '\"'l [ I. M t ; f~ () F' 0 L i I Ai', :.. r~ (J I N l [ k S MUNICIPALITY OF· METROPOLITAN I", R 218 B R EN TON SY ST E M TUKWILA INH.RCE.PTOR SIPHON STRUCTURES SECTIONS AND DETAILS (,' 5 .."::) .~l HHClWN MJIlCIILDW[,1 Hill IIN[) INGMI\N CAf<[ Y AND KkAME R R W mCK A,~D ASSOCli\Tl~ AS NOTED S>;lll '~UV:l'·"! [;cO It JUN E 1967 5 0' 'I A/)[) /-#8 BOT. ~~------------ ~---. E,x/5T 4-8 'f> !2CP ,-----4~o DlA. R/S£I< wi ReDUCING CONe 4- METRo FRAM€ ~ cov~12 ~~~---T----~~~------' ~----.""'" ~TA, 60 + 8ro.30 N 1109, 5~7. 82- £ /104-8, 747. z4- 3G"¢ ReP /NV. /08. ca2 ----,. ?4"¢ k?CP STUB INV /09.(09 ~ ..... -----, 1 1 ~~H <j> i2CP I EP #6 e 8" 1&B #4 @ 12/1 T &/3 ~I . I : -! . STD. MANI-IOl..e SEe OWG 3 ---~-)l~r-1_~ ~ t -----k-----+--+--+-*-X4'II1---~ , In . . ~:~. ' 0_ '--'-'-----" -'r------ FLEX .;1. wI.. 2-1'5 flOOP~ TYPICAL 3 PLACES 5EE OWG .3 8" pcP I 1 EF ~r-/ \--\ --r':~ I '.: '.': I .•.. ~. ... .->. .... , \ . \ \ \ \ \\ \ /F '\ k- \ '. \ ~---\ a! 4-~ 12'/ 1!.2 TOP PLAN SCALE: 3/8" ::1'-0 STA ~O+ 70. ~ N Ira!?,5'7.33 £ 1(04-8) 7(03.23 .",. o· .. ", -+------f;,- ---~'-'I ~ '- () EB 4~o IJ jO B OF £IS lA/V <? /09.0 JJ I S->"/11. /ll5au r t=XI ST oft8 /2CP See D£jAIL 13 / G 'I -- mSIGNED ;11C D. DRAWN __ WG BOTTOM PLAN SCALE: 3/8 " =1'-0 LOW HEAD CROSSING o ~'" • • ·"f. 'r;" . • • ~ .• -.• ' D -. . ~,~ 3" It. A /.L A ROUNO , ;;---" ,. DETAIL ffi SCALE· 3/4 "::1'-0 ME' TROPOL ITAN ENGINE'ERS BROWN AND CAL DWtL L CAREY AND KRAMER HILL AND INGMAN R W BECK AND ASSOCIAT ES " ..... . '..d" • '0 . DETAILffi SCALE, '3/4 ""1'-0 + • • • *4-@IZ' T&/3 -.I /' #6 r3/Z'/ J<!B J SECTION Efj SCALE: 3/8 "=1'-0 ~ ;r . ----r--..... -"~ I>;,; I:' '\: 1\ IR ~ I , l~ ~ l" " L , I~. ~I. •• jJ. 'II. . :L I I ",.-'," '0.. ,._.-~ ," .. SEE 8/6._ ," JOPP INC; ~eINF W! 4-x 4-10/10 GALV. W.w.~ \.<'.)-~,~ :. f""'.~7' " , r 1 / .," -. ::-::: ~ -:a ~ ~ ':::..~ !. . ).-'). ,,> )." ; ( II 1 -Sff c/~ '. , \ \ \ • -- J!'o I , 'YI' . - - ~ \ , , "EXIST /ZCP + \ INV. 109.24--1£ : --f\ -. . ! -----~~ 1" "-.:. . '. r , , " -:''--.... 1 '1. .1\-".: ':-."~':::.~'; \'<-~ ~ r--------- .. . " I' :1-'" v ", ~ . I; J -.' • . • . ..:..!. . It. I • , , -. • SECTION EB SCALE I 3/8" =1'-0 NOTES 1. CUT mE 48" STORM DRA IN AS SHOWN. ClEAN ALL CONT ACT SURFACES AND COAT WITH BONDING COMPOUND PR lOR TO CASTING CONCRETE. 2. THE FABR ICATED STEEL FOR THE LOW HEAD SlRUCTIJRE SHALL BE ASTM A-7 STEEL SHOP LINED WITH COAL TAR ENAMEL. DAMAGED SURFACES SHALL BE FIELD COATED. ALL WORK SHALL BE IN ACCORDANCE 3. 4. 5. WITH AWWA SPECIFICATIONS C201 AND C203. NO COATING IS REQUIRED. ALL WELDS SHALL BE 3116" FI LlET EXCEPT AS SHOWN. THE 8" STEEL FORCE MAINS SHOWN ON MANHOLE R18-29 SHALL BE SCHEDULE 20 STEEL COAL TAR LINED AS PER NOTE 2. ll-tE DROP CONNECTIONS SHOWN FOR MANHOLES R18-28 AND 29 SHALL BE 114" STEEL PLATE PER ASTM A 283 GRADE C AND COAL TAR LINED PER NOTE 2. METROPOLITAN . ,". .. N 27'1 ¢ RC P /8/1 1> ORoP SEE NOTE '5 INV. /09. / I _../ ;tIND TYP/CAL DET"'II{.. ,DWG.3 PLAN -MANHOLE R18-28 SCALE: 3/8 "=1'_0 SECTION ffi SCALE,3/8 "=I'-0 Z7"¢ /lCP 8"¢ ~M. SEE NOTE 4- 18" ¢ PRoP SEE NOTE 5 ~ OET. 0/6 PLAN ~, ...... () L ~En5'r. e-¢ AC PIPE-p·v ! . '~ r. p. C. 7 'f P STA tOr + I/.ZZ N /69,592./2 8 A f FM. TYPICAL INV. //9.oZ e IG4~ 735". GG ~IIJ( o~4 SAl! W£t...D TO ELJ30WS ANI) 18" rp PRop WI Y4-" CONr: f'iLlcT. )YELO ALl. AROUND '------SiD M4N/-IOLE SSE OWG 3 '----nIsi. r;,.'" A.C. PIPE -FORC/: MAIN .:7//7" 0' PUMP .,fT4/ICftV : . ~ EXISTING 8" ~ Ltd A. C, PIPe -MAN HOLE R 18-29 SCALE.3/e'::I'-0 .LJELcTE 5'Ec OX/G. SUP e 1050:1 AS CONSTRUe I ED DATE JAI-J 1969 TUKWILA INTERCEPTOR • , APPROVF~L.fI'-~~~~~ APPROVrDr ~CALt AS NOTED DATE JUNE 1967 RENTON SYSTEM SPECIAL STRUCTURES PLANS, SECTIONS AND DETAILS \ ., . .... OHAWING NUMtH R 54 6 SHEET NUMBfR 6 II OF I //0 -- /00 90 o . I , SCALE. HORIZONTAL 1".50', VERTICAL 1":10' ... --' ----c--- • --t -- t-- ._- -- E%CAVATIONIVore ~%CAVATE A;{fO REPLAce; UN5'UITA8L.~ MATERIAl. AS' 5/-10WN ON TVPICAt. TRENCH 5'ECTIONS ... - , .~ -- ._--I/O t--.-+ -+-.------. . -' ... --.+------------~-.-------.. -.-. . . -------------~.,----+------------'" ---= ---r----. c-----.. -+----------. -----.\---.--+-. --. .--------. __ .-------.-----. ----1----.----.---. --~r--.. --. f--.. -_.----t-----I 90 / 2 3 4-5 6 7 B 9 10 II 12 13 14 FOR TReNCH SECTIONS SEE DWG. 9 R'){)R ALIGNMENT' AND GI?ADE IN ..TALKED SECTlDN---, ----- /30 120 I/O /00 90 DeSIGNED L. M·_ DRAWN D.I.. 0. H.CC CHECKED _L-M--'----- -----....; /0' PERMANENT EA5'cMENT LOIJGACRES t---<;4-1-.. -.. -... -.. 1--. ---------. T ---PAL-' -. -.... r --·t--. , -1--+-----_ __ ... _-~~~_ 4E"¢---+ --_---'--'---... c-_ . ---+ 1_ _ _~c .. _ _ .....fJt'*__ ... _c._ _'I . -. 1--:---_ _( +----1---+-= 130 120 //0 100 90 14 IS 16 17 18 19 20 21 22 23 24 c5 26 27 cB MrTROPOLITAN ENGINEERS BROWN AND CAL DWell CAREY AND KRAMER HilL AND INGMAN R W BECK AND ASSOCIATES , PI 7 I N T ERe E P TOR lli.; lr , ... MUNICI)'ALITY O/f ~METROPQL)TAN SEAJTLJj"" FIlFR21BB RENTON DRAWING NUM8E R 7_. 7Z-~ t!. I' )7",. t~ :~·.n //. I .;;.. 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L/TltJTY MH. ~ STA.53+21.7/ 'I: COVERS TO~E AO./L/STeL) 'hee N /69,54"'1, 4 7 fJ!16 BUILIJ/A/G" BEFORe PLAClN6 A5'P#AtT ~LEIIHORIZONTAL I".~O'. VERTICAL CM. sr. p. Ct. P AIJD I ---' ..... • ~ CB !J "" e 1649,s//. 46 ~\ \ ' 'I CV.Mp,:5!fIL' ~l}osAIVD _ ~ Ol/eRLAY (TYPICAL.) 1"=10' u.P. RAllROAOS V -SEer/ONU"'E-1-""'" , ",A"'lJOVER PARI:' eAST I ~ \ " """',"'<'/'-' D,SIGNfQ J.. 1\.1 DRAWN DL O. !-ICC CHECKED L. M, METROPOLITAN ENGINEERS BROWN AND CALDWELL CARc Y AND KRAMER HILL AND INGMAN R W BECK AND ASSOCIATES J1. M U N I C I? A LIT Y MET R 0 P QLl TAN FILcR2IBB_ ':::iCALE- AS NOTED OAT[ JUNE 1967 RENTON SYSTEM TUKWILA STA. 28 +00 INTERCEPTOR 10 STA. 57 + 00 [)RAWING NUMBlR P2 8 SHF-F:. T NUMBfR B OF II