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HomeMy WebLinkAboutLarge Format1 A'\ C -~ A?01 r-~r-1- --. - ~ . ---. ... I T.O. ROOF 16' -1" AFF . .. GENERAL NOTES 1. THE GENERAL CONTRACTOR AND RESPECTIVE SUB-CONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITION SHOWN ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR A~ID SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL AMO ELECTRICAL WORK. 3. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZIMC APPLIED SURFACE TREATME~ITS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANEMTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GAL\/AMIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. <-~ I IJ__._µLLLl..LLLUil.LllJ...LLLLl..LJ..Ll.Jj.LLLl..LL.l..Uil.LllJ...LLLLl..LJ..Ll..LLLL.L..Ll..LL.W..J..J...l..l...J_LLLLU.J...Ll..LLLL.L..1...LLl_LLLLU.J...LL.LLLL.L..I...LLlLLLLJ...l..l...J-1..LLLU.J...LLLLLLL.LLLILLLL.LI..W..LL.L.L.L.LL..LLLLLLL.LI..LJ-W..LH-A ~ ·t . .e ~ I 7 rt±l'±ttti. ±H.±cl±t::ttl'±. t.t:i. ±tH-/JLIL , __ J 8.0. TRUSS 11 '-0" AFF CONSTRUCTION NOTES: PUSH BUTTON FOR SPILL CONTAINER PUSH BUTION FOR DE-ICING MODE I 4 z~- • #=·~-V I I C ~ / ~ , -" ,' / , CI>-/ ; ~ SYM RE.VISION \7/ I vi "4, I ' / V I / / j ., V --~ .., 0 "" "" ' -- 6 4 >---' SOUTH ELEVATION SCALE: 1/4"=1'-0" i.'\ A60 S280 " ./ NORTH ELEVATION SCALE: 1/4"=1'-0" BY APPROVED ~ r D '\I A60 A201 ,~ ~, , ,5/ / V -(1\ 7 DAlE SYM / ~j, I/ I/ 5 )-8 - _____ ,, 5~'',------ll \ '/ V BY APPROVED DAlE l----+-----------------l----+---1------l----l----------------l---1-------,---1 ORIG 737 MAX FUGHTLJNE -APRON A BUILDINGS Y/3441886 DLR GROUP DR 03.01.16 I I I/ I I J ,,, 4.. -V' t~ . \ "" "" I \ ... I ' / / / [L,'>-~ 1 >''---' 13~' ~DEIND" ~B~.O~·~T~RU~S=S---;L'L 11'-0" AFF ~ 11. _ . IH. -,,._ .-r.H_ -1-__ 'h_ ~H. - FINISHED FLOOR EL=100'-0" WEST ELEVATION SCALE: 1/4"=1'-0" B.O. TRUSS • I, ' 0 ' ---- "'~1'2o" AFF '--"' "" ~6 fi> ifr.fs:o. CANOPY STL • , -9 10 ~ I I <' I I Zi// / ' ' "" -. "" .., 0 ' -~ 4 ~f-i I ·,, f' ' -,_ ... 1 . ,_ I-I----- ' I\ ""l1) I .. 0 / 2 /11 - "" / / -, .. 1-1-1--r -r \ I . - I\"" 1 "" .. 0 / / / --- !1 ' /131 \ :1 I I ~ , I B.O. CANOPY STL $· D 7'-7" AFF · [I::> FUEL CONTAINMENT DE-ICING STACK LIGHT PUSH BUTfON FOR OVERHEAD DOOR FINISHED FLOOR EL=100'-o" $ T.O. ROOF 16' 1" AFF [[> SCISSOR LIFT CHARGING STATION [L> JUNCTION BOX FOR WATER HEATER WH-3 r::z::::> JUNCTION BOX FOR NETWORK [[> JUNCTIOl•J BOX FOR POWER [L> OIL/WATER SEPARATOR o::[), DISCON~IECT SWITCH FOR HEAT PUMP IT[> 400A DISCONNECT IT[> DISTRIBUTION STAND. SEE DETAIL 4/E513 [}I> TRANSFORMER ON 2' -8" STRUCTURE. SEE Cr--~ [z._;::. D> [J> [§:::> [[:::::> [?> [§:> DETAIL 4/E513 PREFISNISHED METAL ROOF (MRP-1 ). PREFINISHED fAETAL WALL PANEL (fl.WP-1 ). NOT USED LIGHTING FIXTURE, TYP. OVERHEAD COILING DOOR. WALL MOUNTED MECHANICAL UNIT. CONTRACTOR TO FIELD VERIFY ACTUAL HEIGHT SO THAT SUPPLY DUCT IS CLEAR OF RAFTERS. PAINT TO MATCH MWP. SEE MECHANICAL. --+l+H-·--1--1-r I B.O. TRUSS $ PREFINISHED METAL STRUT MOUNTED GUTIER PREFINISHED METAL DOWNSPOUT CONNECTED TO STORM 11 '-()" AFF [g> fill:> [Ir> PREFINISHED METAL SOFFIT (MSP-1 ), TYP. MECHANICAL UNIT BEYOND. EYE WASH, SEE MECHANICAL DRAWING 1/M500. INSTALL BLOCKING BETWEEN STUDS TO SUPPOR'. PER MANUFACTURER RECOMMENDATIONS. FINISHED FLR. ;'!{.}.. --~:::::'.:~j;l~,-+:'.;f.. 4 ~~:::::'.!:~~~~~~F~~ijj_-__ ~Flt-[NIS~H~EDLJF~LO,illO:ti_R ~·~D EL=100'-0" ~ EL=100'-0" ~ [D> SAFETY SHOWER, SEE MECHANICAL DRAWING 1/M500. INSTALL BLOCKING BETWEEN STUDS TO SUPPORT PER MANUFACTURER RECOMMENDATIONS. PREFINISHED METAL RIDGE VENT. 113' - 11 EAST ELEVATION SCALE: 1 / 4"= 1'-0" NO EXPOSED GALVANIZED MATERIALS ALLOWED ON SITE. SEE GENERAL NOTE #3 DRAWN DATE ACCEPTABILITY DLR GROUP 02.03.06 SUBTITLE 12 ISSUE FOR PERMIT MARCH 01, 2016 EXTERIOR ELEVATIONS [1> METAL ROOF PANEL MRP-1 OVER HSS WELDED STEEL FRAMED AWNING. 4 2 0 2 4 8 .---1 I L iJ SCALE: 1 / 4"= 1'-0" lid DLR GroL1p ., , ·--··· ·· . Architecture Engineering Planning Interiors @2016, DLR Group 1110 .. a Wll~h~1(1(<l1\ tllr)X)fa~cn, ALL RIG!ffS RESERVED. CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 8086 \ b ARCHITECT T2.af~ THIS DESIGN AND/OR -· I--A~!~~0=~~~~~:~~N~ls~:~:~~Ro~vE~~~ATE::-/ED~Rmmz-----r--02-·03-·0-6-lmTfll£iE'---:;7~377"M"'AX!CIFL~IG~HnTL~IN~E-=-MAP°'R~O~N'A~B~U"'IL~Dw1Nr<GS,.--------isHEET A60 A5 ROBER! HOFFMAN STATE OF WASHINGTON Cnc...:l'\c.lJ APPROVED BUILDING 05-440 ARCHITECTURAL MASTER --JOB NO. W3441886 COMP NO. RENTor~. WA Dwo No. 05-440-A60 fi C <; " <; .. " C " ' .. " ' ,, ~ " C A TOP OF ROOF 14'-2 1/2" AFC m / 111111 1111 . I LJ ~ '1 I ~ ' ' N~ ~b " : I ~~ " ,, I\ j ,11 L L L ~ -L 4 EAST ELEVATION VIE\/\/ 1 SOUTH ELEVATION VIEW SCALE: 1/4"=1 '-0" SCALE: 1/4"=1'-0" 1A10 A60 "-.... 1 2 (o /y 5 TOP OF ROOF 14'-2 1/2" AFG ---- 2 - ~JAJ DD / "--, .1~ rn D ' ~ - ' ~ <I] ' -. I-'-t-----I. L ---L -L '---~ -L r -+ . 4 & WEST ELEVATION VIEW NORTH ELEVATION VIEW SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Ip DD •: :' 6 rn ~" ,_ ,_ L L -,_ ,_ L L It. f A '\.. A60 i2so TYP. ,_ ~~ ,:: ' rn ' . rr", 1 .. -·~'6 --- / / ,Y . --. - NO EXPOSED GALVANIZED MATERIALS ALLOWED ON SITE. SEE GENERAL NOTE #3 ~-t ~~ & -- (o) ~! I I --sJ \ -rr ". L I, I ~ FINISHED FLOOR .. F1l ' 1'-2" AFG '-.,, FINISHED GRADE EL=100'-0" r-( A I I ' ' I FINISHED FLOOR .. ' 1'-2" AFC \. ... FINISHED GRADE $ EL=10D'-0" ISSUE FOR PERMIT MARCH 01, 2016 GENERAL NOTES 1. THE GENERAL CONTRACTOR AND RESPECTIVE SUB-CONTRACTORS SHALL VEfilFY DIMENSIONS AND CONDITION SHOWN ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL WORK . . 3. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CO~ISTRUCTION NOTES [l::> ALUMINUM RAMP AND STAIR SYSTEM BY MODULAR MANUF. [t> PREFINISHED METAL GUTIERS AND DOWNSPOUTS. [}:> EXTERIOR LIGHT. SEE ELECTRICAL. [1_::> STEEL SKID STIWCTURE. SEE STRUCTURAL. @:::> PREFINISHED PEWTER GREY 791 METAL ROOF PANEL (MRP-1 ). I.]:> PREFINISHED PEWTER GREY 791 METAL WALL PANEL (fAWP-1 ). [t> WHITE VINYL WINDOW [§':> WALL HUNG MECHANICAL UNIT. PAINT TO MATCH MWP. SEE MECHANICAL. I ! ' -I -'. ( ' ~DLR Group Architecture Engineering Planning Interiors @2018. DLR Group lnu .• n Wnshlngl'ln carporn~,:m, ALL RIGHTS RESERVED. " ~SYMMl--------;R;,~,;;ISJOmN ______ T-;BY-rAP;P;RD;VUJ;;-liDWATEE 1;sY:;;MI ______ ROOEY;ISIO;N------T-;BY-rAP;;P;;RO;;VUl;;-r;D;-;;AT;;--E ,--------------r------r--:-::::::::::::::::=::-=-:-1ffiFDRiA'iAWiNN--...,DiA'fA1Er---rsisullii·sTTT1£i'iii'""-------------==========-r,:;===o--..,-;,;r.=-----=------l~ W3441886 DLR GROUP DR 03.01.16 8086 ~-~ ~~CD~:~:~~~~ DLR GROUP 02 ·03 ·16 EXTERIOR ELEVATIONS CURREITT;~~~N886 SYMBOLORIG DA1E 03.01.16 :; b ARCHITECT SPEClflCATION JS APPROVED 02.03.16 b.sH"°'EET,;,------'------1-------lc V~ 1--.:::.::::::=~:.:;..::_.:..::::.:;::.:._--t!:m;wEER--t-=~~1,mu:'mT-----::;-:;:::---:-;~-;-;:;~=:-"CC:::---:-:::-::=:-:--:----=-:c::-::-:-c-=:=-----J ~ IIIIEIIYITro® TM'~-APPROVED BY _DE_PT:_f-D_AIT-"--t,c=HE""CK""ED;-----l---1 737 MAX FLIGHTLINE -APRON A BUILDINGS A60 A4 f sTki86~\r~mt'l~m, APPROVED BUILDING 05-439 c;-;cJo""'s=Noc-. -------co""M"""P =No-. ----I§ W3441886 o ·"'°';-;;---______ .i____ _____ l" RENTON, WA DWG NO- ORIG 737 MAX FLIGHTLINE -APRON A BUILDINGS ARCHITECTURAL MASTER APPROVED COL. A-B/1-3 05-439-A60 SYM 7::1 E5 j ti; 0 & 1----- -I ~ ---- \. a::: ~~ \ ~ ~ I i 3:r ---~-_-_-_--I z \ w I ~ I REVISION I ------ I~ [] APRON C .,.d -- { \ I I ,! I L __ --+. I L ~1 l_ I I I I I I \ r-- /__ I I (D z 0 a::: CL <( BY A 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT RT OJ z 0 et:: [L <( TWY A2 TWY A4 r \\ \\ ' I I \ \ \ \: ' n'llr H4 ' COMPASS CALIB~ATIO~J PAD - If<' /.' I ,.(M; 16 !J11- 6>6 APPROVED OATE SYM TWN 03.01.16 REVISION BY \ __ s:-~-60 [ _____ _ 4-71 '\7 -t> ~---1 1. \ o I -t> --' . I I I I I I I \ I I I I I ;-, LOT 7 \-~-4-9J -t> I ----J (5\ \ ______ _ PROJECT SITE LOTB . z z 0 0 ___j -..., I -J -- . z t= LL} z 0::: =:i en ' I I J r ) -..... APPROVED DATE rti---llD.EIND® I ' I ~ I I I I I \ _____ j I I I I I I I I I I I I I I I I \ I I [l I -:::---::: I I 10-45 __; / I - MARCH 01, 2016 @ LOTS SCALE: 1" ~ 200' 200 100 0 100 200 400 ----1 SCALE: 1 :200 LEGEND ~ ....--<.'JI'-) __ N_._1 O_T_H -=S:..:..:TR~E::..'::E:.!....T ..J r-----------LEASE LINE ---AIRPORT PROPERTY LINE . I 4-20 I EXISTING BUILDING :z:: LL} I I PROJECT SITE =:i :z:: LL} > THE LANDING <( :X: 0::: ~ <( Q N. 8TH STREET i .-v \J/aF==~~ ... r----= <:F:> ca, <:=, C:, :, .... ... ..... c- J .... ~ -f c:::!=, --.... -'I;: I f': '.; : : .. ' ' ,, N. 6TH STREET . [~ ---~-=---=----, z z . C z . 10-16 --) L,j LL} ~ z ------rj]_~===~~I z > > Lu <( <( ~ <( ~ (/) (/) <( r-1 I 0W i :z: ~ ___j )-, zu ~ ___j ___j 't0/ I :x:~ 1 ~ LL} ___j ~ <( ___j .s: LL} 0::: (JH-~_0J :;z ___j Q cf_ Lu -c:::i .s: [t:: N. 5TH STREET <t: ('.) LJ L N. 4TH STREET r SHORELINE PERMIT MARCH 01, 2016 DRAWN OATE SUBTITLE '1, s w ACCEPTABILITY R. TEMPLADO 03.01.16 '<:1,1> o< WAsJi,,1:4-1> THIS DESIGN AND/OR CHECKED NEIGHBORHOOD DETAIL MAP ,_, ,~ j <';, c. SPECIFICATION IS APPROVED T. NEU 03.01.16 • t; :4-\', . APPROVED BY DEPT. DATE f~G~1DER 03 01 16 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT • ,r------+--t----ti~~---+o=·~·= CHECKED ,. 45379 D. MURATA 03.01.16 1l ~IJ: APPROVED o,. 11§o,s~ ~1> ~,5>'5".rONAL t,"t\O APPROVED SITE 05-YD ~OWL CURRENT REVISION SYMBOL A DATE W3441886 03.01.16 SHEET C4 JOB NO. W3441886 COMP NO. CIVIL MASTER RENTON WA OWG NO. 05-APRON-A-C4 COR --l-----------------'---........L--..1...-_ __.I__ ____________ .J...__~~-__l_ ___ ...L__j__...L_ ___ [__~~~:.'.:._-·------------_!~'!._I_\. __ , --·---·----·--···-----·---~-CCC------------' C . ' " ~ C " ' 10 SCALE: 1 :20 LEGEND j BLDG 5-424 j 0 @ [gJ u ... -- 0 ---TOFA (E)---- ---ROFA (U)---- ---100' ~B---- ---200' SSB ---- 111111111111111 I I I I I I () 10 20 40 -----, PROPOSED BUILDING PROPOSED PARKING PROPOSED LIGHT POLE AIRCRAFT PARKING STALL CMP SLOT DRAIN TYPE 1L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN SANITARY SEWER LIFT STATION FIRE HYDRANT PROPERTY LEASE LI NE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) RUNWAY OBJECT FREE AREA (ROFA) 1 oo' SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE '!\ : 11 I , ! r.: II r I 'I ,I O O 1/11 \ \ I ,I i '; -ill\ \ \ 1:' l \ ! 'ii i. : I I ' \, I i \ !1: i \ \ Iii I I ' :!; \ \ \ \\!Ii i, \ I' \ \ i I , " I 1. \ \ \ I! \ I l \ \ I ; " \ \, ', \ I I \ \ i i \ I I I l \ \\ i\.:\ I i I a I 1 ! I h l -- \ \ \ \ If 1 1 I I II oo· ' \ \ 1' \ -----r-2 \ , , 0· , 1 ss'i\ \ \ \ ________ 20 i, ---------- \\ \ \ , sse , \ : ___ 200 \~'--''r"" 48'---._--, ---,,, SSB .-,, \ 1 I ; I I SYM A B C "\ \ " I \'. 1 I \ i I \' l \l \ l I l \ I I \ : : \ ' \ \ I ' \ \ \ I , \ !l_ _\ '. l :. \ 1 1 I \ I I , .. \ I I ,1 I , \ \ \ ::: .,-)_:-:,,C,"'.'.C,C. ;_ .'.:T'- c='''-'-cCC l,C-1 CREATE SHEET I i ) iicVISION DEMO 5-401/RELOC 5-403 130225-00 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT W3441886 \ BY APPHOVEO DATE SYM JA/DW 12.11.06 MJS 12.14.06 RT TWN 03.01.16 -· _,,,----, I ~ v12cx1 ll'- REVISION I I \ ! BY JS" JSA ?:,yr,;." 1i"'--. / /; // ,,/' // \\ ~"""_,· ff!/_··r \,,',, \, / / / , \' $' . '11, 11 / !1 /;' / )-\-· --' f - ,,.,;;;:, jl I /' / // ,/ \\ :::/';re \\ / / \;-v/,. 1 · ,,, , ~ xv ~ 11 1 g_ / 1 I I /' \\ #" .,,.-,---~ ~ R=75' \i / -, / / / , / 1\'\ ,,;/' .,:0~1>-'61,_ \\ i, / 1 ·-/. I '•_ir ,, ~ ~' ' \I f I "' I I / \ \ ,"/' ~ R--75' \! I I / / / / / i\ ;; .,,. 11 I I I ' I ',\ ~' \1 .,' / / I I ',,, (U)' / R=75'A~o"/" ' i,\, \ ; , 1 1 -I cui----ROFA -~ Y, 11 \ I/ (U/) / / RoFA (U) __,.._--,//··~~~oFA \ \ ~ ; '1'1, I, ROFA . I .,· ''• ,, A (u)----i I , \,ii ! ..rn'tri:U)-------ROF ,' / ! ! I ·······--,"-,.,., \' R=75' / _/ ~ 1L=R'ofA (U)--'--= / I J I I ·······-.. \i 4? / 'oro ----ROFA cui----ROFA (u)---i: I ' I I I __ / COMPASS • \\. pf;# ; , ~------~ ROFA cui---ROFA (U)--'r OFA (U) I ':I • •• " I I I [ CALIBRATION PAD ' r' ' 9,4 , 9.4 r-- 1 I rn I I ,;;-;, I le_), I ~-~ r--, I \!ID I I I I I I I I rrnl I I i.\fu \ L--J APPROVED ---, DATE LIGHT POLE CAVOTEC UTILITY HATCH --------200' sB S B w ~IIOEIND 0 -\= -- w w w 9.4' rn \!ID 9.4' (~ SG r----1 I I I O I E I I r -----E----'*= ' --'-____ _ i----E DESCRIPTION SIZE \SW ACCEPTABILITY SF LIGHT POLE CAVOTEC UTILITY HATCH CAVOTEC UTILITY HATCH OCCUPANCY DATE 12.11.06 I \ i I ww \ I @/rn ! / I I J I I ' I I l.__,J w ; \ I rw I wuJ \ I \ (,1, ww .. ,.. ' : r·_, \:Jr(\)!'\ u ., r-\ I /,\-[ I I \ \ ------------- ---------------------------- LIGHT POlE ------' -----1,9-1?/ --(. ---- SUBTITLE -- ------ ---------- ------ --- - ssB ------ --..... -~-c~-L~-: N-.f-.s~_A_N_~@ ~OWL CURRENT REVJSJON SYMBOL /I,' "· ~ '.,,-,' \ .! ._ DATE . ' <>,'l,: ot WAs~14',v1> "~~ j""c. t; ~ ~ THIS DESIGN AND/OR i---.....:'.S:_:PE;::C::_IF::::ICA::::T;.:::10::_N_.::IS:;_.:.::AP_:_P.::_RO::_;Y,:::ED:____jEITc:TflTii'.R"-------j-~--tcriri'i~--;c;;~;,,;;--=;-',',--.;-.,;--;=,,,;,-;:;c,,;:;-;,---,;,c;,-;;c;;~--,;c;;,;;;,,--;:--;;-,--;c;;c;;;-;;=;:~~~--jsHEET rirLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT SITE PLAN W3441886 C C80 :03.0L16 .. " ' .,. APPROVED BY DEPT. DATE 12.11.06 45.379 130225-00 ~ "=~~---------L---------1 RENTON, WA DWG NO. 05-APRON-A-CSD-CDR l-,J~OB-N~O.----------lcc=o"MP~N~0.-------1, SITE 05-YD APPROVED APPROVED CIVIL MASTER 20 1 O O 10 20 40 ~Jc.____1---, SCALE: 1 :20 LEGEND 1-, '' BUILDING FOUNDATION (TO BE INCLUDED WITH BUILDING PLANS) I< I I I I II 111111 ll 1---1 oo· SSB ---- ASPHALT PAVEMEN~ TYPE I CEMENT /1\ CONCRETE PAVEMEN"esoz ...._, TYPE II CEMENT 12\ CONCRETE PAVEMEN'c5cf2 ...._, BLAST FENCE FOUNDATION 100' SHORELINE SETBACK 1----200' SSB -----200' SHORELINE SETBACK \ -----21,5 EXISTING CONTOUR ---21.5----PROPOSED CONTOUR GENERAL NOTES 1. AREA (SF) OF ENTIRE PROPERTY (LEASE AREA) = 2. AREA (SF) OF WORK = 83.893 SF 3. FILL MATERIAL ORIGIN: TBD 4. SOIL DISPOSAL SITE: \ \ \ \ \ \ WM ALASKA RELOAD & RECYCLING FACILITY 70 SOUTH ALASKA ST SEATILE, WA 98134 \ \ \ I I \ I I '1 i ! ' \ \ 1 I \ \ ! I ' ' \ \ ! ' I _ _J I \ ' I \ II i \ ' ' ' I j i \ I \ \,_ \ I , \ \--200' ' \ i \,. ... .,, 00, ssB ~\\ ~ \11 \I ' \\ II \ I SYM B \\ I i \ 1_ : \• I \\ I ,., I \\ i \ \ I \ ' ' I \ \I \ ' ' ! I \ ' X REVISION 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT BY RT _'.'./-I---TOF. TOFA---TOF/y' ---/ / / /1 ;''\ -------·"'U LJ =~ --/-------- / TAXIWAY B APPROVED DATE SYM 1WN 03.01.16 G) ?J a, Ou, C· -0 ui. REVISION BY APPROVED DATE fJ-_aoEIND" ACCEPTABILITY ----------------'------------------__L__ OFA U 17 D b I" v" DRAWN DATE R. TEMPLADO 03.01.16 I --i- i SUBTITLE --1---- l -------------------------------- --------20.0--, SHORELINE PERMIT MP\RCH 01, 2016 Gl~ADING PLAN, CONCEPTUAL "' '" _. ;;' .:_-~ ----------- - KEY PLAN ® ~c----N -SCALE: N .T.S. --, '·.-., ! ·~ ;,; I ! ~OWL SYMBOL DATE / I I s \J' TS / / sS I ·/-, ! ii I --------J- "• ---. ·!----.. -:> W3441886 B 03.01.16 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED h!Tn. ~N~EU~---+--'c'0,,_,3.ccO_r_,1._,_:16='--1-=~----=-==----=-=---:c--:c-;---;::;--c;c-==;c-;===-c==-;-~,:;=--,-;=;:;:;c----l SHEEr <---AP-P-RO_V_ED_BY--0-E-PT-. ~D-AT--1E f~GNE~ER 03.01.16 HILE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C150 i CHECKED D. MURATA 03.01.16 APPROVED CIVIL MASTER RENTON, WA ~J-0-B~N~Q-_ --=-------=-----------!cc"'o"'M"P""'N"'o,-_ -------! ' 1--c=~--Wc..:3:__:4_:_41'-'8:_::_8_:._6 ---------"'---------1 l DWG NO. 05-APRON-A-C150_COR APPROVED SITE 05-YD j SS8 oo' V ·-··-.. . NCE SYM 8 LEGEND / l I BUILDING FOUNDATION (TO BE INCLUDED WITH BUILDING PLANS) ASPHALT PAVEMEN~ - "--'-" TYPE I CEMENT fl\ CONCRETE PAVEMENC56t '--" TYPE II CEMENT _ {2\ CONCRETE PAVEMENc5w '--" 1_ -100' SSB ------ BLAST FENCE FOUNDATION 1 oo· SHORELINE SETBACK 200' SHORELINE SETBACK EXISTING CONTOUR PROPOSED CONTOUR 1 __ ---200' SSB ----- 21.5 21.5-- GENERAL NOTES --/,, '·--' }> l/_:1-:-··--------·-c_:5 --·r··, -r·· ··=·~l!r+·~-- --;, , , I 1 tJi ' !"' i j i ,- ' ' I i I i I 1 I I I ' ' : l : l I ' I ! ---!0 1-'-c~ r--i ii, r; I '_ii/_ ,I I I LI jl 'J;> : J /I,; (\ "·j I, J1/ l! i/!: 11 Ii/ i: i 1:1 [i I !/ i 'i __ -f --"' 1, I i! ) :11 :'1 I,, ; '1 ·11' ii u _L_ ---1 ii ' q ' ' , I ' \ ; I ! I i: ! ,, ii l ! !i __ \ _,j 1,: ; 11 !I : M 111-,. ' ' i ;w; 11 '1 [-+- ' ' '' ' i I . -l--11 111 I ,1 •! [ 11 1/ 11' i ' I ' I ' I ]I tJ !, 1.,·558'1-i! )>, 200,.( I [ ----l'-·: i I I I -·. . , I , , ~ i i i l_ c:.C::.8 ' ' ' 0 , _...., '' ' I I I/' I ! 20 11 , 'l -i,: -:---L::L:::""-·.,,. .. -_._~---1-,; _ 1,/ \ : \,..; , ' ,., -', ' , i, 1 1 1 ,_'1 r 11 I i • I 'I '-,-.,·',, ' ' ' 1 I I ' I .J> '11· ii I ' ii i1 ! i _ JI ' 1, I\\ 1---,---II• ,: ' , , I ' ,, , , I \I! I I !J I ljl I ' 1 .. ! '\ ii---/! ! ii ij ir---,, : '\ • \ ,J"C:.~ .. --,-... -,-.. -,,...-~ ---:·-~··c:-c: I i I ' i v;-,:.)L: I REVISION / ,-' / --Lif) / TAXIWAY B It } TAXIWAY B --- MATCH EXISTING PAVEMENT ----').'J. -- / ,-' 737 MAX FLIGHTUNE UTILITIES-APRON A Ci PROJECT RT BY APPROVED DATE SYM TWN 03.01.16 ' DATE CEDAR R\\/t.R ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE APPROVED DATE 03.01.16 03.01.16 03.01.16 03.01.16 SUBTITLE --------------------------- \ l"TH-1? ,_,J, ... ' ·-.--·-"" SH()RELINE PERMIT IVIARCH 01, 2016 20.0 o2'l ,..-,/_ 23 ,--< ------------..1.. -------------------------------------1._ ---------------- -----20 - --·---- .:::;:-::;_;;;c-::::·:fi·;::= .-- / -- ---•"" ... ----- -- ~OWL -- >c_ ROFA (U / / / ss !T '' --/ __ I . -~--.; ___ _ o' s5B 1 Q_. - " ---"' ------ _,, _,_,, __ - ~ I ' I I ' TITLE BOEING 737 MAX FLIGHTLINE UT/LIT/ES-APRON A Cl PROJECT GRADING PLAN, CONCEPTUAL SYMBOL B DATE C150 CURRENT REVISION WJ441886 hsSfH'iEE'i'ETT...:__:___ ___ ..L ______ r---------1, 03.01.16 hnBNo:-----=-~--:::-----~~<PNQ----I C COMP NO. Joa No. W3441886 f 05-APRON-A-C150_COR " CIVIL MASTER SITE 05-YD DWG NO. RENTON, WA I I ' I ' I cA~---··· 1A10 A30 '"- ~ 50'-o" 1'-0" 1· 1ll"1· s'-o" ' --II ' ."" ':i -~ • u 7' I ' ,..., 2 R I MAX I ;,. ;c, 1 T @ 11 D MIN DN I ,..., '-0" ~ "" v SLOPE ON 14'-o"@ 1:12 @ (.Ji.I__; V • HEAIJSET I r ----1 \'>-.. II M3<M . I '1111NG D~GRAMp j \;/ I I (9El.OW) I @ -<J] 10'-11 1/2" 1-----~----·F-i j' 1 '-6" 7'-8" -3'-4" ~ - OFFICE I 12A2 I 4-t OFFICE ~ I 11 A 1 L 1A10 A370 ~ PRINT[R PAPER 0 I (9El.OW) N - @ .3 ;--~---u---------:;mr 1111 V . .-:"'.1 IIIL_ ·--- Cl::. __ ·-or er: :,, d 2 R I' 7' 1 MAX ' R ·~ 7' MAP;,, .1 \o 1 T@ 11'0 MIN/\ 1 T@ 11'0 Mll'!.,.I "'t" I 1 -o:• .S::1 7\ 1'-0f' I '-.t" ;.-, I '.. \~I ;.-, -'.I -- @ -L.-............-- 11 " 5'-0" 11 " -- ~ . . ':, -,.o I I .;, ;.-, -@ I I I L __ L __ ':i i-r) C) I ' • <D .... I ;.-, '-01' +--1~~ 2 R , 7'H MAX 1 T @ 11 D MIN ·-~Ill I I • I "' I I N 1 N2 ) 51--~-------+~ 5 I ' ----'f N -· I 2'-5" I 7'-1" 17'-5 3/4" ~ ((\ KIT'S CONSUMA!l\.E DRAWER (B!'LOW) ' "' .----I N 11"1 2'-6" I • 4'-ojj -~c~ , ,, IA10 A37( 1 -6 • , S1 ; I 1111 i FIN FLOOR @ -•EL-101 2' °' , d ZR@ "HMAX 7, 1 TTY"~MIN .,. ! _ ·-o::.._ ~ ~ 1'-011 1'-10·:,_........e.5'--'-o""""--, -s~~A-~t-: ~~/4~ .. :~}.E-_f~,, -------@ B <1] 1---,<1] b I ~ ' 0 I "' '" ~ A / 1 \ 1A10 A30 "',_, NO EXPOSED GALVANIZED MATERIALS ALLOWED ON SITE. SEE GENERAL NOTE #6 LEGEND: r----, I bl I ,, "'I L_..iiL_.J ACCESSIBILITY CLEARANCES GENERAL NOTES 1. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DflAWINGS 2. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK 3. PACIFIC MOBILE TO PROVIDE MOBILE/MODULAR BUILDINGS TO INCLUDE UNDEr<CARRIAGE, ENTIRE BUILDING ENVELOPE, INCLUDING SKIRTING, ALUMINUM RAMPS, STAIRS, LANDINGS, AND RAILINGS TO ~1EET APPLICABLE BUILDING AND ADA CODES. FOUNDATION AND ANCHORING DESIGN BY OTHERS. MOBILE STRUCTURES WILL BE PLACED AND ANCHORED BY PACIFIC MOBILE, TO FOUNDATION/SLAB INSTALLED BY GENERAL CO~ITRACTOR. 4. ALL CONSTRUCTION FLAG ~IOTES ITEMIZED BELOW ARE REFERENCING ITEMS DESIGNED BY BOEING PROJECT TEAM ENGINEERS AND PROVIDED & l~ISTALLED BY THE MOBILE TRAILER VENDOR, U.N.O. (UNLESS NOTED OTHERWISE) 5. INSTALL IN-WALL BLOCKING TO SUPPORT TOILET FIXTURE ACCESSORIES, CABINETS, AND ALL WALL-MOUNTED ACCESSORIES THROUGHOUT. 6. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTF<UCTION NOTES: [J> METAL HORIZONTAL WINDOW BLINDS (TYP.). p 30" DEEP PLAM WORK SURFACE -34" HT. (COUNTER) WITH HARDWOOD FRONT EDGE BY MODULAR MANUF. Lt> WALL HUNG HVAC UNIT. SEE MECHANICAL. [f> 30" DEEP PLAM WORK SURFACE -42" HT. (COUNTER) WITH HARDWOOD FRONT EDGE BY MODULAR MANUF. [~ p [1> Di> [2> [Ir> [It.> ITz_> COMPUTER MOUNTING SHELF (CFCI) BELOW AT 12" A.F.F. AND OPEN BACK SIDES FOR WIRING. WIRING DIAGRAM STORAGE SHELVES BELOW. (CFCI) CONSUMABLE STORAGE DRAWER AND SHELVES BELOW. (CFCI) PRINTER PAPER SHELVING BELOW. (CFCI) ADJUSTABLE BINDER SLOT SHELVING BELOW. (CFCI) LOCKABLE CABINET BELOW. (CFCI) RAIN WATER DOWNSPOUTS AT THIS LOCATION. CONNECT TO STORM WATER SYSTEM. ALUMINUM STAIRS, r~AMPS, LANDINGS AND RAILINGS AS l~IDICATED TO BE ENGINEERED AND PROVIDED BY PACIFIC MOBILE STRUCTURES. Q)> SKID MOUNTED MOBILE STRUCTURE BY PACIFIC MOBILE. " /. [r> DATA CABINET SEE ELECTRICAL 1.: r, • l ·- ~DLR Group . ISSUE FOR PERMIT MARCH 01, 2016 Architecture Engineering Planning Interiors @2016. DLR Group lno., u Waohlrlglon cmJ}Ofn~on, ALL RIGflTS RESERVED. ::, <. oc C '---,-------::::::::::::::--------,--::::-r:::::=-=:-,--:-::::--.:::--r--------::::::::::---------,-::::---r-:-::::::::::-::--r-:::::-.-----------------.-------.--------TrillAWir---rr;.,;;---r;=;,;-;:---------------------==,.,,,,,.=.-~~--...,..,,..,=-------1"' 1 REVISION BY ;PPROVED DATE SYM REVISION BY APPROVED DATE Df!A,m DATE SUB111lE CURRENT REVISION SY'180Lo R I G DATE • SYM Of<IG 737 MAX FLIGHTLINE -APRON A BUILDINGS W3441886 DLR GROUP ARCHITECT SPECIRCATION IS APPROVED · · SHEET BOEING® TM~ APPROVED BY DEPT. DATE CHE:K:~' Tffi.E 737 MAX FLIGHTLINE -APRON._A_B_U-IL-DI-NG_S ____ ___, 1A10 A 1 ! STiistr v~!J/~~Qtj Af'f'ROvcD Bu I LO ING 05-439 '""'Jo=s~N~0 .--1,-13_4_41_8_86----j..,.,co=M'P~N=o-. -----l H "Z=~--------'--------JC RENTON, WA DWG NO 05-439-1A10 APPROVED ARCHITECTURAL MASTER COL. A-B/1-3 (A B) ~ C 4'-0" 11'-0" 54'-o" .j I I I I I ~ ~:-~"--=~~~=1--~ -----------·-----------------,:;:;,j.._, CD---11""=~=~1al;/1,J;:t::...,~/,"----=~----1-h!1-.==:__1r--i-----------r-----------------------------------'-'r 1 : ( I~-WOMEN SH7 --,J,, I\ O·TD ~\ '<y I I \{ W~ , ~11A1 ; ffi --7\ 7 ---ffi ;,, I I L_I __ /_I \ ill 1 1 I/'·-1 \1 ch _L_i __ &_I_ -~3~ I l.r I 1A$37b . TTDL 5 I -, -0 -Ill-cl--( I '--, __,Fl),. B JTD I -lf;s,(,ltD SCD ~ I re ___ ,__ _ --+ I ., 0 I ~ I ~-'" "'~ ~CD _ff ·$ FINISHED FLOOR EL.= 1 oo· -0" ARCH EL.=20.00' CIVIL C TOOL STORAGE ! 11 B 1 ! I I I I I I 01 t. I I ;,, w I :~ D I ·,'-D,),/ LJ 2 f---=.-~--t--~_JJ-.~~-1----l-!1'.-I _'._::/,,M-)11 N~-~--~ /1~~/~.~~~?rl!l~~~~~~~~~~~~&J~~~~~~~~~~~~~~~~~~~~~~~====~~~ ·-I I. I 11 .A 1 " I 1::<:.. ,= ( 11 ~VI \ ~ GB 6 I 1: /: ~--r I 1Al0~0 -+--+--< B c~- 11 I;), /<. w,t , \ 1 \ -1 I I / '., 11 I ,;../F>-..___ _, --..... / • I I ' .'f I I I \oJ A $ FINISHED FLOOR EL.=100'-0" ARCH EL.=20.00' CIVIL ;: : : I ~ WATER I I HEATER y_ TOOL STORAGE 1 11 s2 I i : (< WJ , ~A2 I [t:>o \W ---OD---w J 1= .. =7t::J::::_ ___ __:::::::::::~ i.... __ _,,11,_V!L....1;,==::::::::=========;/-L----------------+---------------' -' I I "~ ~--.._ ( jiJ 4'-o"~ - 3-;.-± '£ ;--,o----~--------------. ---/A~-------- ~ A200 ~ ~ NO EXPOSED GALVANIZED MATERIALS ALLOWED ON SITE. SEE GENERAL NOTE #6 I '~ I I I I I J • 0 I N - b I N LEGE~ID: ---/ ' I 60" ) \ I I , I .__/ ,----, I ol I ,. "'I L -_1['._ -_J ACCESSIBILITY CLEARANCES GENERAL NOTES 1. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS 2. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE flESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK 3. 4. PACIFIC MOBILE TO PROVIDE MOBILE/MODULAR BUILDINGS TO INCLUDE UNDERCARRIAGE, ENTIRE BUILDING ENVELOPE, INCLUDING SKIRTING, ALUMINUM RAMPS, STAIRS, LANDINGS, ANO RAILINGS TO MEET APPLICABLE BUILDING AND ADA CODES. FOUNDATION ANO ANCHORING DESIGN BY OTHERS. MOBILE STRUCTURES WILL BE PLACED AND ANCHORED BY PACIFIC MOBILE, TO FOUNDATION/SLAB INSTALLED BY GENERAL CO~ITRACTOR. ALL CONSTRUCTION FLAG NOTES ITEMIZED BELOW ARE REFERENCING ITEMS DESIGNED BY BOEING PROJECT TEMA ENGINEERS AND PROVIDED & INSTALLED BY THE MOBILE TRAILER VENDOR, U.N.0. (UNLESS NOTED OTHERWISE) 5. INSTALL IN-WALL BLOCKING TO SUPPORT TOILET FIXTURE ACCESSORIES, CABINETS, AND ALL WALL-MOUNTED ACCESSORIES THROUGHOUT. 6. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES: [t> MECHA~llCAL UNIT. SEE MECHA~IICAL [l> WATER HEATEF!, SEE MECHANICAL [t> RAIN WATER DOWNSPOUTS AT THIS LOCATION. CONNECT TO STORM WATER SYSTEM. [!:> EMERGENCY EYEWASH AND SHOWER ATIACHED TO EXTERIOR WALL AT THIS LOCATION. INSTALL BLOCKING BETWEEN STUDS TO SUPPORT UNIT PER MANUFACTURER RECOMMENDATION, SEE MECHANICAL. @:> LINE OF AWNING ABOVE SHOWN DASHED. [§::> INSTALL WALL TYPE AS SCHEDULED TO BOTTOM OF TRUSS ABOVE. AREA ABOVE BOTTOM CHOf~D OF TRUSS SHALL REMAIN OPEN TO FACILITATE AIR FLOW BETWEEN SIDES OF BUILDING. [t> OVERHEAD COILING DOOR CLOSURE PANEL ABOVE SHOWN DASHED. (§::> OVERHEAD DOOR OPERATOR BUTTON INSTALLED THIS SIDE OF DOOR. [p OVERHEAD DOOR CONTROLLER AND DISCONNECT INSTALLED THIS SIDE OF DOOR. SEE ELECTRICAL. [l1::> ROOF OVERHANG SHOWN DASHED. ISSUE FOR PERMIT MARCH 01, 2016 ,-., '\ ,. ' ~DLR Group Architecture Engineering Planning Interiors @20!ll, DLR Gr<JUJJ )11'1 .. ~ Wll~hln(j!Ofi rnrportlUon, ALL RIOITTS ?.ESERVED. C " 1-----------------,---,---,---,----r--------=-:--------,--::::---r-:=:::=--r-=:-r---------------,------,---:-==-=-=--~DiR)RAilifWNr---150AATIJE~1sisum'B111LEmu ____________________ lCLCUffiFRR<El'ENITT REREV1:;ii;s;ici10NN l~SYSMB1BOOLLO~R~l~G:J., DADAJEi'i:-----i: SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY "D.LR GROUP 02.03.06 FLOOR PLAN W3441886 03 01 16 ~ 1----1-----·-------------··---+----+----·I---+-----+----------------1---+-------1------, 8086 \ THIS DESIGN AND/OR -. ' · ORIG 7:17 MAX FLIGHTLINE -APRON A BUILDINGS W3441886 DLR GROUP DR 03.01.16 ~ b ARCHITECT 1-..::S:_.::PE:::::ClF.:.:::lCA:::,:Tl:'.:.:ON_:;IS;._:A:.:_:PP_:::RO:'.;:VE:::'..D_i£iDi'Rill fNlN=~0 __ t'0~2-.03~.0~61 ffiTlllE~---=;c,:,~tci-lr'UTlli::~-,.-DDr\:;;;,~""'WC'<~------rsH""EET=----'-----i--------i! IID.EIND® , T2af /s\,W-APPROVED BY DEPT. __ uAi:~'=cH=Ec=KE=D---+------< 737 MAX FLIGHTLINE APRON A BUILDINGS 1 A 1 o A 1 ~ ROBERr HOFFMAN BUILDING 05-440 ,__Jo=s~No~. --W-34-4-18-8-6 ----t-cc=o11~r=No~. -----1:;;a· STAIE OF WASHING!ON APPROVEO ~ 1-cc=~--------~-------! C RENTON, WA DWG NO 05-440-1A10 APPROVEO ARCHITECTURAL MASTER COL A-C/1-3 SYM A 8 C LEGEND [BLDG 5--424] PROPOSED BUILDING PROPOSED PARKING PROPOSED LIGHT POLE CMP SLOT DRAIN TYPE 1l CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN -------ss -------- • co FIRE HYDRANT SEWER SERVICE SEWER CLEANOUT ---48" SANITARY SEWER MH TYPE I SANITARY SEWER LIFT STATION ------A------ COMPRESSED AIR ELECTRICAL ---[ __ _ CW----- -TW ----TWC -- Wu' SSB --------- 200' sss --------- [[[/JI[[[f[[[[[[[o CITY OF RENTON WATER BOEING WATER TEPID WATER TEPID WATER COLLECTION PROPERTY LEASE LINE AIRPORT PROPERTY LINE 100' SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE ! : '1 I : I , I 20.1,0 -____ 1r1-- 200' ssB /le-VISION PEN CR SLAB REPlACEMENI A9 STALL A-9 RECONFIGURE -, ! ui' I <.J) _, VI 53522300 45160200 737 MAX FUGHTL/NE UTIL/T1£S-APRON A CJ PROJECT W3441886 BY MJS MJS RT APPROVED TWN DATE 10, 17,03 06, 14,06 OJ,Ol,15 / ,·}'\' /' / ---UD ----/ ,{j[). -.,------_____ -lJ D -----vv ---- TAXIWAY B it TAXIWAY B -·--·-------·; ---\//-··· - I I -r I ' ' I \ i , , ' i \ I ""~ ! !$--------- ~~J ' / JI' 1 t!) , i) 'i : ' µ ~ ) / -- [_ 'I !, I rl I , ,,r;- J '!.)· 1 :(;: .... ,- PROPEfiT( LJsE J..l~E---\ f LIGHT POLE I \ LIGHT POLE --;, :·/ ,, ----~-~- (£ ' ' I I ~1 r---1 ~0 r11 I U Tl srs---ij '' V, I I_, I ( ·1 ~ ~ ,,, ' -------31 ~ ' ' I f!'.;i :,,. • :i" CAVOTEC, ,,.-, __ ] .. ,·,··it 1 !J ;;; ' UTILITY , : ,, / HATCH _ w --U :,,::: '-, \/ a, S G 'f ~o_ ,0 r"' I I I \1 i <( I ;;:; I w -' >N w u T w 'Cl ~ , I Li.J lw ! I I I_ 0, ss6 z 0 I- V) 0 (L SG sB I /',J C> 10 , oo' \J ----r vlt,-c,,,,,,.___;('?';) -le u 0 -l_ -- SYM REVISION BY APPROVED DATE 0 dJ--- LIGHT POLE h .. I l I ' ] - ""'" ~""'"- w w w Ci) !") _, VJ ( Ji -l U) E:--- HYDRAULIC FLUID SPILL CONTAINMENT E \ -200' ssB 0 J z 0 I- V) 0 (L -j SG SG SG ~) 1; i ' :] r·,. WW ' I -'4---rr~ rn STS · STS----i! 200' ssB I C : I I I I l ! ! r'ii I ! , , I I ,-,I Ii r/ WW s WW "" H VJ ' "" i l:n WLLI·-i j iTSA --1 -, E:----E---. I I i l /I ~ rn l!-_c==c==c=='f'c=:-~-~-t-~i:" __ c __ -----__ --_ ------s-Ts~----,--ST~c,,-~-lr~ ! i rs/ W;-U NEW FIRE HYDRANT ! i 1/ ! ' . l'-;:;-CA;;-V;;::OT:;:;E::::C. i r', UTILITY HATCH /I ) ; ,J ON 41~ FEEDER PTH (J) .• .-- t;; __ ' '' ----·,,l _ .• -- TSA c, \'1\1/ H I ,_, ,__ ' ' T(JL: ' ,,-! I I I,, 'i / . '! V ---, I -1-- \ I \ / -:;\, I I ) ,i t ----· _.,- 100' ss8 -]() \ I I , ' _,,,~\\, ssB~ //,'\ \, •. -... .. • .. -•-,,,-u,cr---- EXISTING LIGHT POLE TO REMAIN CEDAR RI\IER DATE RELOCATED BLAST FENCE - ... - ----,., -- ---- X --- ----"' '/ ---· -- ________ I, ACCEPTABILITY THIS DESIGN AND/OR ,We,;~ 'N·-cos., 1-::AP;;;PR~o;;;;vE:;;o-;:s;;'y ,-;;:DE::;;P;:-'r. r:o;;AT;;:E-lf!M',G \~'!ic~L~Llf'1v"~ :N" ----r .::10~_ 1,-::7-::_ 03-.: f1r1 rrurLc~'i=Bino~E1iiiiN'r:c "'1rc3(77,---Mi.JAiiix<i'FTiu~GHLfTnLi1 Nli'E~urm1 Lr1rm1 E°'s;:: __ :;;APPRiRoliNGA-cri1-PPiR~o11J'i='E cfrr-1 CHECKED 10, l 7,03 SUBTITLE SHORELINE PERMIT MARCH 01, 2016 UTILITIES PLAN (PROPOSED), GENERALIZED CURRENT REVISION SYMBOL WJ441886 ~OWL C APPROVED APPROVED SITE 05-YD -- DATE OJ,OL16 CIVIL MASTER RENTON, WA /,JJCO>BB ,NN<O),, ,I cc;co>MM'PP )N,CQ),, I C 53522300 C293 DWG NO, 05-APRA--C29J_COR --·· . --1 ,;:-.... - - I MARCH 01 SCALE: 1" 20' ' LEGEND ---·---,, ,.,----- 411 co ' , _____ _ A ' . vi ('\ii . _,,, ---· ·-r we---··- --I ---100' SSB ---- 200' SS8 ___ .!...I ---1 -----·········---_.! /}',J.,V C --------_ .... - l<livl f'-n I_ I I ,J /._ (_. -,--\ .. /· , _ _) ! \ X -·------------- 2016 ® 20 40 EXISTING LIGHT POLE CMP SLOT DRAIN STORM DRAIN LINE TYPE 1L CATCH BASIN TYPE 2 CATCH BASIN ' TYPE 2 CATCH BASIN ' ' SKYDROL CATCH BASIN FIRE HYDRANT SEWER SERVICE LINE SEWER CLEANOUT GRATE SOLID LID GRATE 48" SANITARY SEWER MH TYPE I SANITARY SEWER LIFT STATION COMPRESSED AIR ELECTRICAL CITY OF RENTON WATER BOEING WATER FIRE WATER TEPID WATER TEPID WATER COLLECTION PROPERTY LEASE LINE AIRPORT PROPERTY LINE 100' SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE '.f) ., (J) ----------1 i\"1 ,_, LJ v,----- ----------- ---------- I \ \ \ ' I I i I i I I . 1) I ;, r_,_j I rt; I \ l·"'-! TAXIWAY B Cf_ _.1-_.c,-•---.... ·-····-..... · ... ' ._,-. -~•-·• -·· .. ~ .. ,,,·•·•''''"''''""'"'"'""'ce-"'v TAXIWAY 8 ... BY A Cl PROJECTW3 441886 RT 06.14.06 TWN 03.01.15 i! • . \ L . _J APPROVED :; •• ,,;;;;;;~;,~·;«i;;; ~~0;'.~::''"''0~ ... DATE </i--BDE.INO" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE \ ,.,,.,-i------·· ··-· _ ... ---··. DRAWN M. SULLIVAN CHECKED GINE M. SULLIVAN CHECKED APPROVED APPROVED DATE 10.17.03 10.17.03 I I ! I I I I / I I I I .. ---,. ... COMPASS CALIBRATION PAD /! • C .. --------... . ----------... -------- SUBTITLE TITLE -----· ... -.... -() S. SH~RELINE PERMIT IVIARCH 01, 2016 UTILITIE'.S PLAN (EXISTING), GENERALIZED BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT SITE 05-YD CIVIL MASTER R[~ITON ' KEY PLAN SCALE: N.T.S. CURRENT REVISION~ D w L SYMBOL W3441886 C SHEET C293E JOB NO. 53522300 WA OWG NO. -- ",; I c® DATE 03.01.16 COMP NO. - C ------~--.... -------------~---------- TAX/WA~' B Cf_ ..... _._l ...... . TAXIVVAY B --.. ---------~--- ---,-.~--:·.-.-.-: - u.: R \. !---,;µ..· --TOFA----TOFA----TOFA--1~_..:.. /--------\/ .,, -- SYM IIEVISION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT BY APPROVED DATE SYM RT TNS 03.01.16 REVISION BY APPROVED DATE rp___aoEIND® ( / \ I ----------- CEDAR RI\JER SHORELINE PERMIT MARCH 01, 2016 -~,..,..,c:-LE~-f~ .. ~-2-S-'1___,__2-0-1-6--J® 20 10 SCALE: 1 :20 LEGEND ,,19.0-_ r / -- 0 10 20 40 ----~ TOPSOIL AND SOD GROUND COVER-OREGON IRIS EVERGREEN TREE (CEANOTHUS) SHRUB-AB ELIA SHRUB-WINTERCREEPER EUONYMUS EXISTING TREE CMP SLOT DRAIN TYPE 1L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN FIRE HYDRANT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPERTY LEASE LINE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) 1 oo· SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE FILL LIMITS NEW IMPERVIOUS AREA WITHIN 200' SHORELINE SETBACK. TOTAL AREA=8,020 SF. STATE OF WASHINGT(lt-1 REGISTERED· . i' ( ;: i·,. ':.,..-:;< ~-N LANDSCAPE ARCHllECJ. TERRY N. SCHOENTHAL CERTIFICATE NO. 438 -s-~A-~!-: N-.f.-s~_N_~@ ~OWL ACCEPTABILITY DRAWN DAE SUBTITLE THIS DESIGN AND/OR rHE1~~6LA 00 03 ·01 ·15 LANoscAPE PLAN, coNcEPTUAL CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 1-_ _:S~PE:::C:'.'..IF'.::ICA'.'.'.T.'.::IO:N..'.IS~AP'..'.P~R~OV'..'.:E::._D _JriT.~SCfrHreOfEN"-'T"-'H"'AL~+v:.03c,.0-,_1,..1'-'6'_+=-===-=:-=--:-:-:c--:-===----------------_J E R ~rn T. SCHOENTHAL 03.01.16 riTLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT CHECKED D. MURATA 03.01.16 APPROVED CIVIL MASTER RENTON, WA LS60 ; riiio=------------+===--------l: JOB NO. COMP NO. ' W3441886 , f-;;;==c---__-'-'..c___c_.cc_:_:_ ____ _L _________ _j C DWG NO. 05-APRON-A-IS60-COR APPROVED BY DEPT. DATE APPROVED SITE 05-YD ------200' SS8 200' ssa -------------- 200' ssa 0. ssB -20 ------200' SS8 ------200· SS8 200· ssa L----- ----200' ssB ------- -------X X --------X X ----------X ----\:·-·-x----X - ; I , /:j I / --- ---- ------- -.. ----- CEDAR RIVER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT RT TNS 03.01.16 <tJL_aoEINO· ----------------------- I I I I ______ ..,,---2c ------200' SS8 "1 ------~·~ ~ 20 10 SCALE: 1 :20 0 10 20 40 ------200' SS8 -----------200' SS8 :< -------. -------~ ;( ? -.; ·,-, ).,' P1 F~ • J {; o·, '•! 'D ) I I I ' LEGEND /19.0--~ / --TOFA (E)--- --100' SSB --- / --------:,,~"' --200' SSB --- [[1111111111111111 ---TF---- I SH0RELINE PERMIT M~RC:H 01, 2016 TOPSOIL AND SOD GROUND COVER-OREGON IRIS EVERGREEN TREE (CEANOTHUS) SHRUB-ABELIA SHRUB-WINTERCREEPER EUONYMUS EXISTING TREE CMP SLOT DRAIN TYPE 1 L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN FIRE HYDRANT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPERTY LEASE LINE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) 100' SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE FILL LIMITS NEW IMPERVIOUS AREA WITHIN 200' SHORELINE SETBACK. TOTAL AREA=B,020 SF. lo!.c.": 1 : · STATl;.OF WASHINGTON ;' ,- REGISTERED •. LANDSCAPE ARCHITECT TERRY N. SCHOENTHAL CERTIFICATE NO. 438 ~OWL ACCEPTABILITY ~~fE°i.iPLADO oirS.01.16 SUBTITLE LAN.DSCAPE PL N 0 THIS DESIGN AND/OR CHECKED I A , C NCEPTUAL CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 1---_::::.SP.:_:EC'.'.:.IF::::ICA::'.:Tlc:'.'.ON:_:::;.IS .:::_APc..'._P.::_:RO::_;:VE:::D_-JTIT.IGISN!CH'.EIO°f'EN=T~HA=L-103=.0~I ~-1 6~fTITLEc-;w~:--=rn,IA'~wLJT1ii:--irrucnrcc-----,;-n,oni:~---;;;,rir;;:;-,rrci,----I SHEET 1--AP_PR_O_VE_D_B_Y -+-OE_PT_. -1-D_AT_E---t,,,I~,,,:G~si,~~.,,;Eic'-EN=T~HA=L-t---=03=.0~1-~16~1 TITLE BOEING 7 37 YAX FLIGHTLIN E UTILITIES-AP RON A Cl PROJECT CHECKED ( LS61 0 ' C ' ' r,Jo=s~N=o-. ----------+-CO_M_P -No-. -----l ' D. MURATA 03.01.16 APPROVED SITE 05-YD 1-=~~_W_3_4_41_8_8_6 ___ ---"--------------1 i APPROVED CIVIL MASTER RENTON. WA DWG NO. 05-APRON-A-LS60-COR --------· --------'----'-----'-----'----------------------'---------'------~-~-.-J.-------'-----'---------------------------·----------- ,>'~;;::v ,.,~,-"'~/-==A~1~r~s_.sr1::;v:n,,:,;c,:·===---_-:---:----::::--::::-::-::--:=:::=::":"'c:::,.,.,--;r: ... ~\-----~/7,-----------------------------------------------::::::-;:::,-----------:/7------------------------------------------------------------------------------------------------------------------------------------------------- , ." ,.)'~~);;\'SY //:;~~/---------/'" ~--\ j //'" ____ _. ,,,.ce-- , -. ,'\J.:S,.~---//;/ ----c-f .\\.''~*'.'>' -4~;:;./-... ----,J ( '>,:~}"'" . ' /;::f;:./ , --· ,,:;::/ . "'--------_____________ . ____ .... -------· ,,.,-\ --- \ - \ SYM ORIG • \ "\ I -+ I \ I ·v---.. ·-,.__ __ _ REVISION -------··· \ C•• / \ .. 1·· ( 737 MAX FLIGHTLINE UTILI rlES-APRON A Cl PROJECT Ct.OAR RIVER . -,,_ / BY APPROVED DATE SYM RT TNS 03.01.16 ;-/ ------ ----· 0 ( ) REVISION BY APPROVED DArE rp..._aoEINO" '" (() ,_:; I-- Cf) :z: ' I I ! / I I ! I I • I 1 I I I ' I I I ! I ssl31- • I I ! ' I I I I ' I I I I I I I i ' ' ' I I I ,/ // /1 / V MARCH 01 2016 ® SCALE: 1" = 20' 20 10 0 10 20 40 SCALE: 1 :20 LEGEND 0 ,-19.0--~ .... -- ---TOFA (E)---- ---100' SSB ---- ---200' SSB ---- 111111111111111111111 ----TF-~~- --- TOPSOIL AND SOD GROUND COVER-OREGON IRIS EVERGREEN TREE (CEANOTHUS) SHRUB-AB ELIA SHRUB-WINTERCREEPER EUONYMUS EXISTING TREE CMP SLOT DRAIN TYPE 1 L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN FIRE HYDRANT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPERTY LEASE LINE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) 1 oo· SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE FILL LIMITS I / 2.oo' SS6 -----t-· -NEW IMPERVIOUS AREA WITHIN 200' SHORELINE SETBACK. TOTAL AREA=8,020 SF. I I I I ! I I I I ' SHIDRELINE PERMIT MARCH 01 2016 I ' ' ! I ,\ ') ! : ":-., ', .. STATE·OF • WASHINGTON · , . -- REGISTERED LANDSCAPE ARCHITECT TERRY N. SCHOENTHAL CERTIFICATE NO. 438 -f-c~-Ll-: N-.f-s~_A_N_---'@ ~OWL ' .·,; DRAWN DATE THIS DESIGN AND/OR R. TEMPLADO 03 _Q1.1fi LANDSCAPE PLAN, CONCEPTUAL 1-_::S:__:PE:::C::_IFl::CA_::T:_::IO:;_N _::IS;..:.::AP_;:P.::_RO:::_;V~ED::_--fl'NGmEER~~---j~03"-.0'--'1'-'-.1'--'6-rnni-====;-=;---=-,-;-=-:===-,-,==-=-------c-=--~---------1SHEET ACCEPTABILl1Y SUBTITLE CURRENT REVISION W3441886 SYMBOLOR I G DATE 03.01.16 APPROVED BY DEPT. DATE T. 8sc~iENTHAL 03.01.16 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT CHECKED D. MURATA 03.01.16 APPROVED SITE 05-YD LS62 ' ' t°J"D"'B'"N0°.------------+C"O"M"P'""N"O-. ------: W3441886 · APPROVED rn;,ic-;;;;,-------------'------------1 t CIVIL MASTER RENTON. WA OWG NO. 05-APRON-A-IS60-COR ------------------·--------- ' - SYM , ssB ----200 -200· ssB ----- IIEVISION ORIG 737 MAX FLIGHTLINE UTILITl[S-APRON A Cl PROJECT __ L~----- LANDSCAPE AREA=790 SF -------------200' sss 200' ssB BY APPROVED DATE SYM RT TNS 03.01.16 (47) LANDSCAPE AREA= 1 ,565 SF REVISION BY CEOAR R\\/ER APPROVED DATE ~OEINO• ---~---------'----------------------'----'-----'-----'----- "' __ , (}) ' }·, L.,, --· io :0 -------------------- MARCH 01 , 2016 100' ssB --- SCALE: 1" = 20· 20 10 0 ~ I SCALE: 1 :20 LEGEND 10 20 I b TOPSOIL AND SOD ------ ® 40 j ----100· ssB GROUND COVER-OREGON IRIS EVERGREEN TREE (CEANOTHUS) SHRUB-ABELIA SHRUB-WINTERCREEPER EUONYMUS EXISTING TREE < /I ~' ;:f·~ ~· ~! ~~ "' r'-' ;"C: --,, "' '.:iUBTITLE ACCEPTAB1Ll1Y DRAWN DATE R. TEMPLADO 03.01.16 THIS DESIGN AND/OR C ECKED --... -------~ - 0 , .... , "\ I . > ",_,-./ ,.19.0--, ,. ----- --TOFA (E)---- ---100' SSB --- ---200' SS8 --- II I I I I 111111111111111 SHORELINE PERMIT MARCH 01, 2016 CMP SLOT DRAIN TYPE 1 L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN FIRE HYDRANT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPERTY LEASE LINE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) 1 oo· SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE FILL LIMITS NEW IMPERVIOUS AREA WITHIN 200' SHORELINE SETBACK. TOTAL AREA=B,020 SF. , .. ' j ,· ·--I ,-.\ 1: ; STATEOF . WASHINGTON REGISTEREO LANDSCAPE ARCHITECT TERRY N. SCHOENTHAL CERTIFICATE NO. 438 ~OWL _·...; . . LANDSCAPE PLAN, CONCEPTUAL CURRENT REVISION SYMBOLO RIG DATE W3441886 03.01.16 I . I I SPECIFICATION IS APPROVED T. SCHOENTHAL 03.01.16 E GINEER ; I 1-__.::::.~==~::.:..'.~'.'.__-llcflciNEBF~~-j---""-'-"--"--"'--h,-,,.--,,-~=c;--,-;;-----=cc:c:--c-:-:-,--;---:=ccc::-:-:=c---::-:-=--c--:=---==----c-=-=-----------lsHECT llrLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT LS63 APPROVED BY DEPT. DATE T. SCHOENTHAL 03.01.16 CHECKED 1------+----t-----h--~c=-'-''-=~+--""'-'-'-'--'--"---I D. MURATA 03.01.16 APPROVED APPROVED SITE 05-YD CIVIL MASTER -------- ~ I-J,,;;OB;---c,;NO'. ---------1-,;c"'oM-;-;;P--.N=o-. -----I ' j lm;;;;c.;;;-__ W3_4_41_8_86 __ ___, ______ I / I' RENTO. N. W-A DWG NO. 05 A N -PRO -A-IS60-COR ;::_., .. SYM HEVISION ORIG 737 MAX FLIGHTLINE UTILIIIES-APRON A Cl PROJECT LANDSCAPE AREA=790 SF BY APPROVED RT TNS DATE SYM 03.01.16 ( 47) WINTERCREEPER "EUONYMUS (5) ARBORVITAE i/ . 'i /I / (22) ABEILIA;-~: LANDSCAPE AREA= 1,565 SF REVISION CEDAR RI\/ER BY APPROVED DATE fi.---aoEINO" -------------'-----------~------'-----'-·-------------------'-----'-----1-----'----- lf)_ --, (fl \ ' fl! l'< '"' ACCEPTABILITY DRAWN DATE R. TEMPlADO 03.01.16 SUBTITLE THIS DESIGN AND/OR C ECKED 100' ssB --- ' ' ---X ---- . X-- 200' ' _, -~ -------------- MARCH 01, 2016 SCALE: 1" = 20' 20 10 0 10 20 40 ~ / b--~, SCALE: 1 :20 LEGEND ,,. 19.0--, / ----- --TOFA (E)---- ---100' SSB --- ---200' SSB --- .·.·• I TOPSOIL AND SOD GROUND COVER-OREGON IRIS EVERGREEN TREE (CEANOTHUS) SHRUB-ABELIA SHRUB-WINTERCREEPER EUONYMUS EXISTING TREE CMP SLOT DRAIN TYPE 1 L CATCH BASIN, GRATE TYPE 2 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATE SKYDROL CATCH BASIN FIRE HYDRANT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPERTY LEASE LINE AIRPORT PROPERTY LINE TAXIWAY OBJECT FREE AREA (TOFA) 100' SHORELINE SETBACK 200' SHORELINE SETBACK BLAST FENCE TOE OF LEVEE FILL LIMITS NEW IMPERVIOUS AREA WITHIN 200' SHORELINE SETBACK. TOTAL AREA=B,020 SF. ,! '' ,, .~. . 1 STATEOF . , ... WASHINGTON REGISTERED LANDSCAPE ARCHITECT TERRY N. SCHOENTHAL CERTIFICATE NO. 438 SHORELINE PERMIT MARCH 01, 2016 KEY PLAN ® --N SCALE: N.T.S. ~OWL LANDSCAPE PLAN, CONCEPTUAL CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01. 16 e-_::_=..::::..::.::::_.::;__:::.:...:_:.:.:,::::_--fj"NG[fITT'ii-----t--~-1-,,~--.:c=-:-c-=---==-~~~-c=-----------------1SHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT SPECIFICATION IS APPROVED T. SCHOENTHAL 03.01.16 ENGINEER LS63 ~ i--------+---f---f~=a-=-""-"'---l-"=~'---1 APPROVED BY DEPT. DATE T. SCHOENTHAL 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED APPROVED SITE 05-YD l-="'"cc-----------1'=~~-----l-!c, JOB NO. COMP NO. W3441886 · 1-=""ce----------__J--------lf RENTON. WA DWG ND. 05-APRON-A-I S60-COR CIVIL MASTER ------"-------'--------1--L-------L---L:::.:_:~~::::::::.=:_:__ ______________________________ _ SYM ORIG REMOVAL NOTES [}:> REMOVE EXISTING STORM DRAIN LINE [%>-REMOVE EXISTING OIL WATER SEPARATOR D:>-REMOVE EXISTING STORM STRUCTURE (t>-PLUG EXISTING STORM DRAIN REMOVAL AT CATCH BASIN @:> ABANDON STORM DRAIN LINE IN PLACE, PLUG ENDS WITH GROUT. @=> REMOVE EXISTING CATCH BASIN. PLUG EXISTING STORM DRAIN TO THE SOUTH. LEGEND +h,(s/,L \ \ 0 i ..... -' 1! } 12·· ·J n \ ~ ,V ' L \ . \ \ \ I ' \ \ :<.-- (fj l Ui l \ STORM DRAIN PIPE REMOVAL T(\I i \.) i \ t ' \ PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. HEVISION 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT BY APPROVED RT TWN -----. w DATE SYM 03.01.16 I TAXIWAY B ~ \ ~=- ""-· --·-";_., -·-· --,~ iAXIWAY 8 REVISION r i I " L, BY -~-cf,,....,,Lr,--: ?,.,,... .. N_= .,,...,2f.,-, _P_LA_N _____ ® APPROVED DATE ~O.EIN0° BY _______ _ BY ______ _ DATE DATE REMOVAL I Sr'ORELINE PERMIT M~RCH 01, 2016 ACCEPTABILITY R. TEMPlADO 03.01.16 SUBTITLE STORI M DRAINAGE REMOVAL PLAN ... · 20 ..... • ,,,,--- ~CJWL CURRENT REVISION W3441886 SYMBOLO R I G DATE ___ ..... ---·1 ----- .• ... ___. -·- :'j , ' f''\ : ____ ; 03.01.16 THIS DESIGN AND/DR CHECKED 1--__::SccPE::::C:'.'..IF:::ICA'.'.'.T'.:'.IO~N...'.IS~AP...'.P.'.'.RO~V~ED".__jl'iT.SfGi;;N EirUrn __ --j_OC.,3CC.OC-'1,,.. 1c,6-tfinj,---,:;;:;,=;;;;;:;--=,'r,,!!,.;,co,r;;,"i',,;:ir"'i'criin'irc~ww,-;~;,--;'rn,c;,;cc;;c;c---\ SHE IT ETN. GNINEEUER TITLE BOEING 737 IAAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C295R C23 APPROVED BY DEPT. DATE 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED APPROVED SITE 05-YD CIVIL MASTER RENTON, WA C ,: t-J'°O°'BC"CN"O-. ------------r,c"o"M"PC-CN"'O-. -------/ ' W3441886 l tcc=~---------------~------------j DWG NO. 05-APRON-·A-C295R ••· .) !), .. ·-:;;;;;;;;:;ii;;;JJR;i;; ;.;.;~;-·c·;-·/·;·o;--; ·_;·-2: ic--~11~~ ··:··-==·.:-·"-'-' . . . \ 1 0 LF 12" DI . _ ----r-- -·--_-c:,--- KEY NOTES (DFOR 1068-16 THrZOUGH WT-001 SEE PROFILE 1 /C298. @FOR 1063-16 TH[!OUGH 1070-16 SEE PROFILE 1/C300. LEGEND --S'T5·--- ---F·--- HANCOR DURASLOT SURFACE DRAIN STORM SEWER FUEL SPILL LINE, DIP CONCRETE INLET, SOLID LID CONCRETE INLET, GRATE MANHOLE / 1YPE 2 CATCH BASIN, SOLID LID MANHOLE / 1YPE 2 CATCH BASIN, GRATE GATE VALVE BOX ---100' SSB ----100' SHORELINE SETBACK ---200· SSB ----200' SHORELINE SETBACK CONSTRUCT/ON NOTES: 1. SEE SHEET C451 FOR ENLARGED PLAN. I U) :c 11 6 II\ ill'! 0 1 ;lii'itl ~ : 1i1ci a, \ ·i \@ I I w (l._ I~~~~,·;~ i2 .. .~. LL. l/l. ... ' <_':I 1__0 _l _,,. ":· 0 . <1J -' },';; <.D \ I 6 I I ' ' 1067-16 RIM = 21.94 ----E) 1070-16 RIM = 20.70 -------- \ \ \ \ \ \ \ ( ------::/····· \ \ .--- ··, ---t_· ·-·· ... -. .22--· \ \ \ \ \ \ c· \ \ \ \ \ I I I __ ., ,0 -- .. , ~ ~ -. -· -.. -----. .---· -,,,,-,- _./ ----... ----- _.,-· -------------- ___ ,, __ ____ -· ---------. - ... - .-·":: .--·.::. --·;;; - --·· -:---~~~Ht\---;19 LF 12·1 HDPE_,--~·: _. • -.....•. io _"::--\.;:·-_)''. ----.,.2.4 .. ·-·· ./· -;--- SYM 2. ALL CATCH BASIN PIPE PENETRATIONS SHALL BE SEALED WITH KOR-N-SEAL BOOTS OR LINK SEALS. KOR-N-SEAL BOOTS SHALL BE GROUTED. DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. REVISION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT BY APPROVED JC RWS . ---2C::.---------,,.---· ".J - --____ ,. ----... -· --· ~-.... -p11 · 26 - I_. .-• . -· 4LF 4" HOPE-@ 4.39% --· -.-------1 -··· · ••.. --C0#3 t. /:..----.,..RIM= 22.~0----,,_ -----"---------· --------------.-- DATE SYM 03.01.16 10 20 40 I 1--~, REVISION BY -------------------- -ct:-::-:cf-:-:::Lf--,: ?..-,, N_= =2t.-, _P_L_A_N ____ -1® APPROVED DATE rp..._aoEIND" -- --·------ \UO J..-· . ·1··'' - _,, _______ -·· / ---'[O -----+--/TOF/\~--TOFA { I \ -: CONSTRUCTION NOTES I I / ----, .. e.,ar;.: ~-~-- ' C \JVIN SOCK i --I -- [l=> PROVIDE DURASLOT SURFACE DRAINS WITH AIRPLANE RATED FOUNDATION PER DETAILS ON C510. ALL METAL MUST BE NON-FERROUS IN THIS J\REA, DUE TO CLOSE PROXIM11Y TO COMPASS ROSE. [l:>, PROVIDE RENTON CONCRETE INLET PER DETAIL 3/C508 AND GRATE PER DETAIL 4/C508 USING THE PRE-CAST FIBER ALTERNATIVE. ALL METAL MUST BE NON-FERROUS IN THIS AREA, DUE TO CLOSE PROXIMl1Y TO COMPASS ROSE. D:>, PROVIDE 15" DURASLOT SURFACE DRAINS PER DETAILS ON C510. ALL METAL SHALL BE NON-FERROUS. [l>-PROVIDE RENTON 1YPE 2 CATCH BASIN PER DETAIL 2 ON CS 15 WITH SOLID LID. USING THE PRE-CAST FIBER ALTERNATIVE, ALL METAL MUST BE NON-FERROUS IN THIS AREA, DUE TO CLOSE PROXIMl1Y TO COMPASS ROSE. THERE IS TO BE NO SUMP ON THIS CATCH BASIN. @=> PROVIDE RENTON CONCRETE INLET PER DETAIL 3/C508 AND GRATE PER DETAIL 4/C508 USING THE PRE-CAST FIBER ALTERNATIVE. ALL METAL MUST BE NON-FERROUS IN THIS AREA, DUE TO CLOSE PROXIM11Y TO COMPASS ROSE. SEE STRUCTURAL DETAILS FOR NON-FERROUS AIRPLANE RATED CONCRETE. [§::>PROVIDE CLEAN OUT PER DETAIL 1/C512. (t> WYE CONNECT 4" STORM DRAIN INTO 12'' STORM DRAIN 12" IE=13.28. []::> EXTEND EXISTING 12" DI PIPE & CONNECT INTO 1063-16. [[> CONNECT EXISTING 12" DI PIPE INTO NEW 1069-16. : \ / ,. .. ''"", -·,_ .,, \ 1 / • -. ' :_j I;.' I 1 !;-,,-, .. , / !~" _. -' •• I :---:--------· I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ SHbRELINE PERMIT MAiRCH 01, 2016 ., 0 ., " -~-cf-L[-: N-.f-s~_A_N __ ® ~OWL DRAWN DATE SUBTITLE ACCEPTABILITY J. CLOUD 03.01.16 STORM DRAINAGE PLAN CURRENT REVISION SYMBOLO R I G DATE 03.01.16 THIS DESIGN AND/OR CHEC J__S:'.,'..P.::'.EC'.'.'..IF~ICA:'.'.'Tl:'.'.ON:._l::;,.S..':'AP::_P'.,:'.RO'.,'.:VE:':'.D _ _JT;'i.BffiiUJ;jjRT';'iOi'N-"A"-'.A"'-BAccZA-'-f-0"°'3°".0""1.c,,:16'-fcrrnr-cc:c:~:--~c==-~~~~~=-c-~~-~-------------JSHEEr ENGINEER TITLE APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT CHECKED D. MURATA 03.01.16 CIVIL MASTER APPROVED SITE 05-YD APPROVED C295 C24 ~ f.J°'OB;-Neeoc-. ---------1-.cco""M"'°P ""'NO~.=--=--'----! ' W3441886 · l-siii;;,:.;,----------'---------1 E RENTON, WA OWG NO. 05-APRON-A-C295 KEY NOTE~3 @FOR 1068-16 THROUGH WT-DO 1 SEE PROFILE I /C298. 0 FOR URE-720 THROUGH 1061-16 SEE PROFILE 4/C299. @FOR URE-719 THROUGH 1043-16 SEE PROFILE 3/C299. @ SLOT DRAIN TH110UGH WT-001 SEE PROFILE 3/C298. @FOR SLOT DRAIN THROUGH 1057-16 SEE PROFILE 4/C298. @FOR WT-001 THROUGH 1056-16 SEE PROFILE 1 /C299. @FOR WT-001 THROUGH URE-785 SEE PROFILE 2/C299. @FOR EX CB THROUGH 1056-16 SEE PROFILE 5/C299. @FOR WT-001 THROUGH URE-783 SEE PROFILE 6/C299. @ FOR 1055-16 THROUGH 1048-16 SEE PROFILE 2/C298 LEGEND ---ST5--- ---F--- • @ HANCOR DURASLOT SURFACE DRAIN STORM SEWER FUEL SPILL LINE, DIP CONCRETE INLET, SOLID LID CONCRETE INLET, GRATE MANHOLE / TYPE 2 CATCH BASIN, SOLID LID MANHOLE / TYPE 2 CATCH BASIN, GRATE GATE VALVE BOX ---100· sso ----100' SHORELINE SETBACK ---200· SSB ----200' SHORELINE SETBACK -y DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY APPROVED ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS DATE 03.01.16 --UIJ----- -W-··· ------------- 20 1 D D 10 20 40 ·-~-1_1--~1 SCALE: 1 :20 SYM REVISION BY ,,:;::;;:: ,.,,,..,P:o:::: ,_,/"""'"'·f''"~/f•' -~-cf-L~-?-,, ~-2-~_P_LA_N ____ _,® 1' 11. sg,,1 ~ o• w,,,,,~ ~~., i"~~ ~~ ~ t • ,t, .,. .Q 27968 'i! o/ 0~~ ~etrn~~o.'\~~ .?8J'ONAL ~,:\ APPROVED DATE ~D.EINO" -~~--~- uJ ACCEPTABILITY DRAWN DATE J. CLOUD 03.01.16 SUBTITLE THIS DESIGN AND/OR CHECKED I I ! ------~I, ------------- CONSTRUCTION NOTES [I> PROVIDE DURASLOT SURFACE DRAINS WITH AIRPLANE RATED FOUNDATION PER DETAILS ON C510. [IJ:> DE-ICING DIVERSION ACTIVATION BUTION WITH BLUE BEACON. I})>-PROVIDE RENTON CONCRETE INLET PER DETAIL 3/C508 & GRATE PER DETAIL 4/C508. [B:>-PROVIDE RENTON CONCRETE INLET PER DETAIL 3/C508 AND NEENAH GRATE PER DETAIL 3/C507. SEE STRUCTURAL DETAILS ON S287 FOR ADDITIONAL INFORMATION. [j}::> PROVIDE WSDOT STORM DRAIN MANHOLE TYPE I PER DETAIL 5/C516 AND SOLID LID. IJ]>-PROVIDE RENTON TYPE 2 CATCH BASIN ON EXISTING STS PER DETAIL 2/C515 AND SOLID LID. [Z::>-PROVIDE SKYDROL CONTAINMENT WITH SAFE DRAIN PER DETAIL 2/C511. I]]:> CORE DRILL PIPE INTO EXISTING STRUCTURE. EXISTING PIPE OUTLET. PLUG gQ>-PROVIDE RENTON CONCRETE INLET PER DETAIL 3/C508 AND GRATE PER DETAIL 4/C508 USING THE PRE-CAST FIBER ALTERNATIVE. ALL METAL MUST BE NON-FERROUS IN THIS AREA, DUE TO CLOSE PROXIMITY TO COMPASS ROSE. [gJ> PROVIDE 15" DURASLOT SURFACE DRAINS PER DETAILS ON C510 . gZ> PROVIDE WSDOT STORM DRAIN MANHOLE TYPE I PER DETAIL 5 ON C516 AND NEENAH R-3491-4L SOLID LID, FRAME AND GRATE PER DETAIL 3 ON C507 AND STRUCTURAL DETAILS ON S286. ~ INSTALL EMERGENCY FUEL SPILL PUSH BUTION WITH RED BEACON ON POWER STAND. SEE ELECTRICAL PLANS. /B>-SEE SANITARY SEWER PLAN ON C293 ~PROVIDE CLEAN OUT PER DETAIL 1/C512. gg>-PROVIDE RENTON TYPE 2 CATCH BASIN PER DETAIL 2/C515 AND NEENAH R-3491-HL. SOLID LID AND GRATE PER DETAIL 3 ON C507 AND STRUCTURAL DETAILS ON S286. gZ> PROVIDE RENTON SHALLOW MANHOLE PER DETAIL 2/C508 AND SOLID LID. gB>-CONNECT DRAIN LINE TO CAVOTEC SERVICE UNIT. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. ~ CONNECT DRAIN LINE TO WATER VAULT. I·.,' i-:; j / ' ' ,• . ) CONSTRUCTION', NOTES:· 1. SEE SHEET C451 FOR ENLARGED PLAN. 2. ALL CATCH BASIN PIPE PENETRATIONS SHALL BE SEALED WITH KOR-N-SEAL BOOTS OR LINK SEALS. KOR-N-SEAL BOOTS SHALL BE GROUTED. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY _______ _ DATE ___ _ SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE PLAN ~OWL CURRENT REVISION SYMBGLO R I DATE 03.01.16 SPECIFICATION IS APPROVED T.BURTON A.ABAZA 03.01.16 ENG EER ~~~:'..'.,:::'...__Jj~ii;'iji-"--'-"'-""-'='-'---f-'""-""-'--'-"--f~~----------------------------lSHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C296 C25 APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED SITE 05-YD JOB NO, W3441886 COMP NO. APPROVED CIVIL MASTER RENTON, WA DWG NO. 05-APRON-A-C296 l s . ' r ' f !1 ' ' > C 25 25 ?O ....... ·.··rf:'lg°i~[ND. CAP (~i~~:g~~DE ... >:.D:R:L:E::~. -F~;~·;,.f INISl:.:A:-\' .. ~ I G-21 .• 90 ......................... , ................... • ................... a ....................................... ~ .. =.'G .... ~.'; -:--~ , ; I.C. ; ,t~1~ . 37 LF 15" DURASLOT O : 82 DL~Ai~"@D~~7~i:oT O \\ I E =19i63 73 ~~Ai~"@D~~;;~LOT : ~~.~A~~~{5 END CAP DURASLiO~E~ND 2g1: . 83 .LF 15" (~~~GAHSiOvTA~.:~~·;~ .. ~ .. ~· .. ·~~;. ·;.. .. . ...... ... .. 20 (~~~~T@vf R~~~) ~1.i::.=19 07 (HEIGHT VARIES) • t; 5." AciAPTOr;: (HEIGHT VARIES) : 15" ADAPTOR_/ 15 ................................................. : .... 15': .. ADAPT.OR ................ : ................... :. .................................... .: ................... : ................... : ................... : ....................................................... : ................... : .............................................................................. : ................... : ................... : ................... :.................... .................. 15 1069-16, CONCRETE INLET . . . . : I.E.=18.83-1068-16, CONCRETE INLET RIM 21 43 . : : 0. 15" ADAPTOR -RIM -20.81 : -. : • INV 15" (W) -18.00 25 ................... , ................. , .......... INV 15" (E) -18.00 ....... , ................... ,......... ... .. . . ' .................. ,..... ....... _ · · INV 8" (S) -18.00 : : . . : : : · . , : : . : · _ ..;_ . : INV 12" (W) -12.43_~""· --.----=-1 . . ' -. . ..-- 25 ----~ -: ---;. -·------7 . : . : . --= _...-20 ................ , ................... , ................. , ............... ~ ................. ~ ................ , ................ _ , ................... :············ ....... ; ................... ; .................. ; ............... C-C.::;:ED~~~Nf1~~0N ...... /··········· .. ······:···················:············ .. ·· ... , ................... ; .................. ;~ ... ~ .. :::-:, ... -=:.~ .... 1····· .............. ; ................. ~: ..... ············ 20 15 , ........ , ........ 5LC8''HDCE@O.R0% :~5LF:2HOPE~036%: '' .: : + ... + : 0 i yr,s:·,,oJ[ ! ............... . ~ . . : : : : 87 LF l2" HOPE ~ 0.40% . . 15 87 LF 12" HOPE @ 0.50% ,-0 0 . : ~-= . . -1gLF1 2 " : . 94LF12",HDPE@0 .• 38% ; ~-j : ~: • Q HDPE @ 0.50% · · · · · · · · : J 10 ................. , ............... , ............... , ................. ; ................... ;........... ..... ; ................ ·1066-16, SDMH-48" DIA ... · ...... ; ................. , ...... · ........ , ................ , .............. ; ................... ; ................... ; ................... ; ................... ; .................. ; ................... : .................. ; ........ 12'.' ... HDPE · ... · · · ,. ·· ......... .... 10 . . . RIM 21 47 . . -40 LF 12" ·. ' :. :. ' '. 12" HD.PE 1052.:__16, SDMH.:__48" DIA · 1065-16, SDMH-48" DIA . -· · RIM _ 20 87 INV 12:: (N) -18.31 . : HOPE @ 0.50% ( : 1057-16, SDMH-48" DIA : : RIM _ 21 . 77 : INV 4" (S) -14.21 . . INV 12 ,, (W) -13 ·77 . . : : INV 12 .. (~) ~ 1~1.}~ \ . :~0 ;;:: ~~~ = ;~::; VVT-001, VALVE VAULT/4\ 5 ... .. .. .. ..i . .. .. . ; :~0 f ; .. (~~) -_ 1 ;49ii ... i ......... ·! ............. ·:~0 ~~ (~)) _-1; 35~8 : .. . . . . .. ' .. ~~~;~; ~:· ·~~~~~,~~;; ~;; ... ,.. . . . . . .. ( ............... :. . .. . . . T ..... II~~ ; ~·:, ~~~ -; ;-~~ ....... : .............. \ ............ ·1NV 12" (W) -12.43 i ........ ~~ ii'~ (~~)AIL 12.13 ~ : : , RIM -21.94 : : . -. : 2 LF 12" HOPE @ 13.50%--i-INV 12" (SW) -12.13 INV12"(W)-13.43 : : •. : : : : ' : ' : 1051-16, SDMH-48" DIA INV 12" (S) -12.11 INV 12" (SE) -13.43 : 1064-16, SDMH-48" DIA . . . . INV 12" (N) -12.05 ................ , ..................................... , .................. ,................ . .............. , ................... , ................... , ................... , ...................................... RIM -21.88.............. ,, . . RIM -22.14 · · · : : INV 12" (E) _ 12.16 INV 8 (S) -11.27 : : INV 12" (NW) -13.14 ·~,· INV 12" (SE) _ 12.16 I INV 12" ($) -13,14 : L,!_\ -4 LF 12" DI @ 0.75% 68 LF 12" HOPE @ 0. 50% : . . 0 ................... , ................... , ................... , ................... , ................... , .................. , ................. , .................. , ............ . . . . ' . . . . ~ 067-~ 6 THROUGH' WT-001 [" EXISTING( Gl<ADE / // FINISH:ED GRADE 20 ., ...... · · ... : .. · · · · : ............ : ... .. ... 20 : 67 LF 8" HOPE @ 1.89%: - f--0 15 . . . .................. ·: .................. ·: .................. ·: ........ . 1048-16, CONCRETE INLET 21.45 16.45 16.78 15 RIM - INV 12" (S) - INV 8" (W) - 10 .. · · · · · .. ·:·· ..... INV 8" (N) -16.45 10 1055-16, SDMH-48" DIA RIM -21.64 . 5 .... INV 8" (S) -17.73.................. ........... 5 INV 4" (N) -17.85 INV 4" (N) -17.76 INV 4" (NW) -19.83 INV 6" (E) -17.76 0 · · · · ........................ 0 -5 -5 10+00 SCALE= H= 1"=20' V=f=5' C2W98 1055-16 THROUGH 1048-16 ()\ -5 ~ ~ l"-- ..,j-0 ON N (_') (.'.) W LL 10+00 OCJ l() r0 ~ ON N (_') (.'.) w 11 +00 L() "' 00 D ~ NN (_') (.'.) w LL 12+00 00 0 N N (_') (.'.) W LL 13+00 0 ..,j-00 ..,J- D ~ NN (_') (.'.) W LL 14+00 -5 SCALE= H= 1"=20' V=1"=5' C29-tls298 : I.E.=19.58'-. . FG=21.33-: FG=21.28~ . I.E. 18.88~ FINISHED GRADE~ : EXISTING GRADE~ ~ IFG=2 1.85 : \. 20 · ; , ~ ........................................ . . . 69 LF 15" DURASLOT l · .. · · ........... 20 --...::::: 69 LF 15" DURASLOT, L DRAl~I @ o. 76% ~f:A~~~{o END DRAIN @ 0.54% . (HEIGHT VARIES) ... (HEIGHT VARIES) : : : : : · . . .. ~ . . . . -DURASLOT END CAP DURASLOT END CAP-FINISH,tD GRADE.~,' · 1 [;FG=21.24 20.68, I.E.= l8.93 {;FG=20.91 • I.E.:-9.53 IE. 10 04 EXISTING G: RADE~ •, -FG=2i, .75, FG=21.77-\, IE -19 60 , FG=20.s2-;. r:._1.E.-19.1_3 • FG".'21.2s~ r . .:--· _ ~ _ _ ·. 1 , \ · .-· _JE..=.18.22--<\. : . : : : -: CAP 20 :\ , : . . / . . . : : : : j . . ... : ' ... vr······,····················•····················,·················· ..... ············,····················,····················:····················>···················:····················:····················:···················'·········· .. . .................................. ; .................... , .................. ' ................... , .................... ; ........ . 20 15 ........................................................ : .. 1,5 ... . .. . . .. : c..:. ...... ,,. ........ : ................... : ................... : .... .... ... .. . .. .. ... .. .. .. .. . .. ..•. -DURA$LOT END CAP ADAPTOR • 15 ADAPTOR • • ............. 15 "'="---,..----·;....J..,J, 0 : 66 LF 15" DURASLOT . ; . 182 LF 15" DURASLOT DRAIN @ 0.53% • 74 LF 15" DURASLOT : : 40 LF 15" DURASLOT . DRAIN @ 0.61% 15'' ADAPTOR' : (HEIGHT VARIES) DRAIN @ 0.54% . . DRAIN @ 0.53% (HEIGHT VARIES) : : : ; 2~DURASLOt END CAP. . (HEIGHT VARIES) . . . I.E.= 19.25 . : 1060-16, CONCRETE INLET --;-5 LF 12" HOPE @ 1.74% : 15 (~~IG~T .. V.~~I.E?)........ ........ . ......... , ................... , ................... ; ................... ,. 1041-16, SDMH-48" DIA ........ :. ...................................... :. .................. :. .................................... 1.-f:".' .. ~o .. ?? ....................................... J .............. l;'i'.:.ADAPJOR·~···· .......... : .................. ; .................. , ....... . ~ 15'! ADAPTOR: : : RIM 21 28 · : : · · . j · : : . . · · INV 1-5,, (E) -18.28 f . • : ! • / • • 15 10 : ',%~ ;:;: \~ _ :!!! ,;I~i~:s~~~;;~''\ , 10 15" ADAPTOf'! : INV 12 (N) 18.30 : , : "-: 1045-16, CONCRETE INLET: INV 12" (NE) -18.28 : j j j ,, • : • . Q : : : 10 ............... 5 LF 12" t~;~~ .~~ 1-5 ,,2 (N~7 _ 18 .33 ................................................. : .................... ' .................................. Fl.~l~H.~~.1~.~~E ....................... ' .............................. ' .. ~ ... ~~ ... :. ............ 1050-16, SDMH-48" DIA1 .. : .......... .:. ..... } ..... .. @ · ' INV 15 " (s) _ 18.33 • • -3 LF 12" HOPE @: 2.40% EXISTING GRADE\ : : : : RIM -21.77 -----. . . . . . . 20 ...................................... , ..................................... , ....................................... , ................... , ....................................................... . . ' . ' : ' . ' ' ' o>'----....;--_ __,__ __ __:.___J 10 20 INV 12" (E) -18.33 • . ""' : '· : --: --: ', :. INV 15" (S) -17.50 j I NV 1 2" ( S) -1 2. 1 8 ~--is=:,.,,.,.-.., '=~~=--~~~~_,+;-==-,~=-=;a....:=:-. =~-.;_--_;,-,=-=i----+-----j--~~.,.._.=--=~~rr=:=-=-==;-=----:~=--==-p=--:ll~~--=r-1 ~IV 12" (W) -12.18 . . 20 20 15 : 0 . : . . : 0 . . . . . . ' ' ' . ' . . . . . . , , , , , : : ! • rs" :s I : : : : ................... , ................... ,: ..... ~~=: ....... :;: ... ,. .. = ...... = ....... :jc .... , .. .,.,,.,., ...... s~.. ~ .... = ...... =:..:_ ....... LJ;.. . . . . : ........ • . . . : ..... ........ ... . . . . ... ; .. ·~ . . !· . . . . .......................... -:-.............. ) ........... v. . . ... ... • .. ... .. .. .. • ....... . . . . '( . . ...... ; ....... .. ..... : ....................... . 15 15 10 71 LF 12" HDPE . : . . . @ · 1 · 98 % --1 01 LF 12" HD.PE r--c--------...;_ ___ ;___j -Q @ 0.50% --77 LF 12" HOPE @ 0.51% __ r,--74_L_F_1a....2_"_H_D_P_E_,;. ___ _;_-L-'!c-r-JT O @ 0.50% ........................... , ................ 1050-16, SDMH-48" DIA· ........ , ................. , .................... , ........ . 'RIM ~ 21.77 INV 15" (S) -17.50 VVT-001, VALVE VAULTf4\ INV 12" (s) -12.18 RIM PER DETAIL : ~ 10 5 10 . . ···················.·· ....... ... ,: ... ·;046~·;E;, .. SDMH:_48;; [Ji°A ............... , ......... 1042-16, SDMH-48" DIA ......... ·:· ....... ·: ................. • ....... ... . .. .. . .. . RIM _ 20.84 . : RIM -,,21.26 : INV 12" (W) _ 18.2 7 · INV 12,, (SW) -18.12 __ J: : : 72 LF 12" HOPE @ 0.50% ~ 48 LF 12" HOPE @ 0.50% ....................... 1061-16, CONCERET INLET . . ...................................................................................................................... 15 RIM -21.32 1062-16, CONCRETE INLET . . INV 12" (S) -18.20 RIM _ 21.95 INV 8" (N) -18.20 INV 12" (W) -17.74 INV 12" (E) -18.10 INV 12" (E) _ 17.74 -- ......................................................................................................................................... ·"1057-16, SDMH-48" DIA · 10 RIM -21.81 INV 12" (N) -12.78 INV 12" (W) -17.50 1---........;.----"-----'-----"'------i------'------'----INV 12" (S) -12. 78_ 5 st- " 0 N ~ NN 00 l!) sel- l!) ~ l!. j L() OCJ l"-- 0 ~ NN INV 12" (W) -12.18 INV 12" (NW) -12.13 SDMH-48" DIA· ... , ....................... ;,....... .. . .. .. . .. . : ..... INV 12" (SW) -12.13. 5 RIM _ 21 .75 · 2 LF 12 HOPE @ 1.50%- . . [NV 4" (E) _ 15.51 • : INV 12,, (N) -13.44 : : : 5 ........ ·:· .. .. . .... ·1NV 12" (S) -14.84 ..... ., ................. INV 12 (E) -13.44 .... ,.. . . . : . .. ., ... .... • .. ............. 1044-16, (_') (.'.) W LL NN (_') (.'.) W LL (_') (.'.) w LL . . . 1043-16, SDMH-48" DIA : RIM -21.67 INV 12" (W) -12.55 1049-16, SDMH-48" DIA INV 12 " (s) -12.11 INV 12" (N) -12.55 : RIM -21.88 INV 12 " (N) -12·05 : INV 12" (E) _ 12.15 INV 8" .(S) -11.2.7 10+00 SLOT DRAIN THROUGH 11 +00 1057-16 ffi 12+00 ,.-------1------;.---1 / C29_6 I C,298 0 ................... , .............. ·····•··················:·········································•····················,····················,····················:··················· . . . . . . ... INV 12" (W) -12.94 ..... , ........................ . ........ ·· ... , · · · · · ' ..... · · ·1Nv 12" (NE) -12.15.:..;_4 LF ii' 6i @O.so% ·· 0 SCALE-H-1 "-20' V-1 "-5' IN COMPLIANCE WITH CITY OF RENTON STANDARDS . . . SLOT DRAIN THROUGH VVT!-001 ' ' -5 "l (f) r-- OCJ 0 ON N (_') C) W LL 1 o+oo SYM SCALE= H= 1'"=20' V=1'1=5' DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. REv1SIDN ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT BY JC 0 (f) CC) r0 ~ NN (_') (.'.) W LL 11 +oo APPROVED RWS DATE SYM 03.01.16 REVISION INV 12" (E) -12.94 1~1\/ 1 ?" (~11 -1 .cl. ,? ~ ..,j-l() (f) ~ NN (_') (.'.) W LL 12+00 BY APPROVED DATE :_ : (Vi'\ : ..,j- or-- l() ~ NN (_') (.'.) w LL 13+00 ~OEIND" 96: C298 --;i_.., . . . . l"--n oo OCJ ~ NN (:) (.'.) W LL 14+00 (_') C) w LL -5 14+50 BY ______ _ BY ______ _ ,--------------------------IBY ______ _ SHORELINE PERMIT MARCH 01, 2016 BY ______ _ ~OWL DATE ___ _ DATE ___ _ DATE ___ _ DATE ___ _ ACCEPTABILITY DRAWN DATE SUBTITLE ©'4;'\~ w:'i!//ffi:,_ THIS DESIGN AND/OR fHCE~~: 03 .0 1.16 STORM DRAINAGE PROFILES ~~., j;j-~ "'"\~ 1-...:s::..:PE:::::c1:.::F1c::.:.:AT:,::10:.:..N ::;.is _::AP..:..P'.::'.Ro::,.::vE:::..o _J'rT.m;sjjcjurrRTrtoN~_--i---co=3·oc.c1_cc.1 cc._6 ·1-mc~-==-,;--:=~;-;-;:c=~cc:;c-~:c-=cc::--:-;cc=c-c-:-~=:c-==---1 SHEET CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 _ APPROVED BY DEPT. DATE rGsc°f11L.oGEN m.01.1s TITLE BOEING 737 MAx FLIGHTLINE uT1uT1Es-APRoN A c1 PROJECT C2? , gHE~D~iTA 03.01.16 SITE 05 YD '-=,:;;;--------+=~=-"------If ~ 27968 'vq, APPROVED -• JOB ND. COMP NO. r: o_. <l'.ot>rsTE\'-1-'e ;."' -W3441886 c 98 :.£"8 &/0NAL y.¥-o"' APPROVED rn;;;,;.;;;----'--'--'---_!_-------J c L--1. _______________ _J_ __ _L __ _j_ __ _J_ _ _L _______________ L _ __J ___ J__ __ L _______________ _L_~~~-_J ____ _J__J__J_ ____ ..::_ __ L _ __JiC!:{IV~ILJM~A:2ST~EBR ________________ ~RE~N~T02!Ni,JWl'!_A{D:.::W::..G :N°::_· __ _J0~5~AP:_cR~O~N::: . __ A-_C_2_9_8 ____ __, E:XISTING GRADE -, p RO V! DE ETH AF QAM --BE 1JAL(:E-i'>!-P-U2£ 5-:± ' . . --~ FINISHED GRADE 20 ...... ). · · : .: ................ , o ........ :. ............ :.~ .. ~~ ..... : .. ~~ .. ~ ... , ... · · ....... :..... 20 : . ~ b . . . . . . . . . . . : : . : 0 . 1 5 .. .. .. . .. .. .. ... , ................... :.. .. .. .. . .. ....... ' .. . .. .. .. . .. .. ..:.. . .. .. .. .:.. .. .. . .. .. .. .. .,. .. .. .. .. .. .. .. . ' .. . . .. ........ ,.. .. .. .. .. .. .. .. ... ,.. .. .. .. . 1 5 . ~-. . . . . : ~ 0 ~ '"-: . 1056_'16, SDMH~48" DIA ~-0 : RIM -21.88 I 10 ................ · ................................................ , ........... , ............... , .... INV 12" (S) -18.20 10 (4'\VVT-001, VALVE VAULT "" JNV 18" (NW) _ 14.86 ~ : RIM -21.76 JNV 18" (E) -14.86 INV 12" (NW) -12.13 INV 12" (SW) -12.13: -3 LF 12" DI @ 0.67% 5 ...... ·· ····· INV 12" (S) -12.11' . . .... ····.····················.········ ...................... : ..... ·:· ...... ·:. .. 5 INV 12" (N) -12.05: VVT-002, VALVE VAULT_ INV 8" (S) -11.27 . : TYPE 11-96" DIA f 1 0 ... ; .. 1.0..JF..1:t'.Pl.(9)1.)Clro~ ·< ...... , .......... : ................. ~~:.~1s~E~Al1L8.42·:~ 0 1053-16, SDMH-60" DIA INV 12" (N) -18.22: RIM -21.96 : . INV 12" (S) -11.94 -4 LF 8" DI @ 0.50%(x2) • INV 12" (N) -11.94 . . . 5 .. ... .. ... IN\ 12" (W) -11 · 1.: . . ........ : . .. . ..... ..... . ·~~~L°Z;5SUBMERS1BLE PUMP········ 5 . 12 LF 12 HOPE-. TYPE 11-96" DIA __ {u -10 . : . @ 0.50% . RIM PER DETAIL : ~ .. . . . .. .. . . . : @ ows;,~59PE~p~E~:~. r .... ..... . :~~ ~ ~:: /~~ = ;15~0 : . • ( INV 12" (E) = 11.13 : INV 8" (N) -18.44 . INV 12" (N) -10.71 : (x2) : -10 : 3 LF ·12" HOPE @ 1.30%-: 1 5 ................... ; .............. · .... , .................. · • ................... , .................... , ...................................... ' ................... ; .................... , ........ · 1 5 : W'.:·, RTU-10, SDMH -96" DIA ,-4 LF 12'; DI @ 2.75% : -20 (._') Cl W LL ~ : RIM PER DETAIL : INV 12" (S) -10.67 : INV 12" (N) -7.62 N 0 OJ '<!- ~ NN (._') Cl W LL (._') Cl W LL -20 --------------,-·--: FINISHED Gl<fDE \ L-----: D1SU1:,/_G CRADE:j : -.... ~' -,-....,...:t__..:----i::::::=I : -: './ : .;.._ 1---: 20 .................. , ................. , ................... -, ................. ,............ 20 . . 0 0 15 .................. , ................ -, .................... ; ................. ,............ 15 0 : 0 :. 0 : ~~ i;:~:--_;__J ~ 34 LF 12" HDPE--1 0 .......... · ....... , ............ · · @ 2. 53% · · · · ... · .. · .. :• · .. .. 1 0 VVT-001, VALVE VAULT ~ RIM -21. 76 ,C516/ ·. INV 12" (NW) -12.13 ~ : : 0 INV 12" (SW) -12.13 .. ) ........................ ) ............ ,.. .. . 5 INV 12" (S) -12.11 • : INV 12" (N) -12.05 : . : : INV 8" (S) -11.27 ( : ,._' __, 0 1 0 LF 1 2" DI=.. .. .. · .... · .... · ) · · · · · .. · · · 0 @ 0.68% : 1053-16, SDMH-60" DIA . I RIM -21.96 . INV 12" (S) -11.94 ............... ) . : ...... 5 INV 12" (N) -11.94 : : : INV 12" (W) -11.19 1054-16, SDMH-48" DIA -10 . .................. : .................... : ... RIM -21.95 .......................... -lO . INV 12" (S) -11.08 . : INV 8" (N) -18.95 • INV 12" (W) -11.08 : 15 LF 12" HDPE-15 .............. , ............... ,. @ 0.51% .. ·:-........ 15 -20 ~ 0 OJ ,.,., N~ NN (._') Cl W LL URE-785 ~ DUPLEX SUBMEF!SIBLE PUMP · 1 \ TYPE 11-96" DIA C513/ : RIM PER DETAIL_-1 INV 12" (E) -11.00 INV 12" (S) -7.51 INV 8" (N) -18.44 <D "' OJ r--- ~ NN (._') ('.) W LL -20 9+60 10+00 11 +00 11+50 10+00 '10+92.76 EXISTING GRADE \ 20 .................................. , .................. , ................... : ................... :. .... .... 20 . . t:-:--L ; --'-~ [LI::7~1=:LF=±J··=·=· ::~r~·~~::__J 1 5 · · · · · · · · · · · · : ~ ~ ~o~~ OT: 4~8-_-:-1 6=-.-c--O~N--C~R:ET::E=I N:E: ~~~ · .. '· · · · · · · · · 1 5 RIM -21.45' : Q INV 12" (S) -16.45 -- INV 8" (W) -16. 78 10 .. .......... .\ ........... INV 8" (N) -16.45 .. : ..... ) .. . 10 : -9 LF 8" HOPE @ 2.07% : . . : 1047-16, CONCRETE INLET : RIM -21.41 : 5 ................. , ..... .INV8"(W)-16.96 ... ) ......... : .... 5 INV 4" (N) -17.43 . : INV 8" (E) -16.96 : -22 LF 8" HOPE @ 5.90% : 0 ·· URE-719 -5 N "' ~ N ~ NN (._') Cl W LL SKYDROL SOUTH W/SAFE DRAIN INSERT RIM -21.10 INV 8" (E) -18.27 1 o+oo · ... · 1043-16, SDMH-48" DIA .. · 0 RIM -21.67 INV 12" (W) -12.94 INV 12" (E) -12.94 INV 12" (N) -14.32 --- N OJ co I'--0) (D "' r---~ ~ NN NN (._') Cl (._') Cl W LL LLI LL -5 11+010+12.55 VVT-001 THROUGH 1056-16 fl\ VVT-001 THROUGH URE-789 ffi URE-719 THROUGH 1043-16 f ,-'\ C296 C299 SCALE= H= 1"=20' V=1 "=5' C29,6 I S299 SCALE= H= 1 "=20' V=1 "=5' C29.!3.ls299 SCALE= H= 1"=20' V=1"=5' -' EXISTING GRADE : ----------------='--;.__ ____________________________ -=;.__-------- . FINISHED GRADE\ E~ISTING GRADE~ : \ : -~ : : FINISHED GRADE \ : EXISTING ?RADE\ • \ ----. L: FINISHED GRADE : : -: : : : --;---. . . : : 'Ii--_ '\_ 20 .................. , ....................................... , .................... , .................... , .................... , .................... ; .................... , .................... , .................... , .................... , .................... , .................. ,.............. ; .... ~.......... 20 . . : : . . : : : : '-.... / 20 ......... : ................. , .. :.,, ............... ,:············· ·························-:······ ........... ,.... ..... 20 20 ......... · ·: · · ... · .. ,. · ... . 15 40 LF 8" HDPE @ 0. 73% . . -- .. . .... ·····················-·············· URE-720 20 15 SKYDROL NORTH W/SAFE DRAIN INSERT RIM -21.23 10 · · 1NV 8" (S) -18.49 ...... 10 1061-16, CONCERET INLET 5 : RIM -21.32 5 ... INV 12" (S) -18.20 .... ·- INV 8" (N) -18.20 JNV 12" (E) -18.10 0 ................... · ........................................ 0 -5 -5 10+00 10+61.79 . : : : : : : 0 : . . . . . . . 0 . . . : : : : : . ' (\ 15 .............. , ............................. ) ................. ). · : ............. : · · .: .......................... .: .............. .: ........ : ....... · · .... ~~· ............... :.~:· ............... 15 ~-~-: 211 LF 18" HOPE @ 0.19% : . . . . . . . . . . . . . . . '1059-16 SDMH-48" DIA : , : : . :1058-16, SDMH-48" DIA 1 0 ·········· ....... , ................ RiM··~· 21· 20· ................ , .................. •·················· ................... :, .................. : ................... ,:. ................. ,:. ................... : .. RIM -22.05 ............................... ,................... 10 ; INV 18" (S) = 14.39: : : : : • : INV 1~" (W) -14.80 INV 18" (E) = 14.39 : [ : ( ( : : INV 18 (SE) -14.80 . • . . 28 LF 18" HOPE_,__ : ~26 LF 18" HOPE @ 0. 03% • . . 5 .......... ········•·········································:····················:···················-:····················:····················:····················•····················:····················:-···················:········· @ 0.23%., .................. ,................... 5 . . . . EXISTING CB CORE DRILL NEW CONNECTION RIM -21.32 : . . . . . . . . . . . . . 1056-16, SDMH-48" DIA JNV 18" (W) -14.40 : : . . RIM -21.88 0 ... JNV 18" (N) -14.40 ................... ·:. . t. . .... : .... t ........ ·: ........... t ....... INV 12" (S) -18.20 . t. . . . .. 0 : . . : : . ' . : INV 18" (NW) -14.86 -5 (J) N ~ N (._') ('.) w LL 10+00 EX CB THROUGH 1056-16 ~ '<I-N 0 ~ ~ N N (._') Cl w LL 11 +00 . : : INV 18" (E) -14.86 . . . . . . . . . . i'- '<I-OC) "' ~ ~ N N (._') ('.) w LL - 12+00 i'- "' L[) ~o ON N (._') ('.) W LL -5 13+00 . . . . . . . . . . . . 15 . . . ......... , .................... , ................... ; .. . .. .. . .. . .. .. ... ; .................... , ...... . .. .... ,. ..... 15 [ . 0 . . 10 @VVT-OO~IMVAPL:: ~:~A~~· f .. · ... : · · · · · ., .. · .. · .. :, ..... 10 : INV 12" (NW) = 12.13 : : : INV 12" (SW) -12.13 : : S '. ...... INV 12" (S) -12.11. . . . . .. . . . . . .......... '. ... 5 INV 12" (N) -12.05 : . : INV 8" (S) -11.27 . : . . . . 18 LF 12" HOPE @ 0.60% 0 ............................. ·:· ................. · ' .......... · · ....... , ............... · · · · .. · .... · · .... · .. ; .. · · .. .. 0 URE-784, FUEL CONTAINMENT-1 : RIM PER DETAIL • INV 12" (N) -11.96 . (INV 12" (S) -8.92 5 ......... , .................... ,. .................. , · ................ , ................ , ..... · .......... ,. ...... 5 -10 . . . . . 2" HOPE @ 0.00%- 3, FUEL CONTAINMENT-2 RIM PER DETAIL INV 12" (N) -8.92----1 si- r---OJ <D ~ NN 0 '<I-OJ "' ~ -10 URE-720 THROUGH 1061-16 f 4 \ SCALE= H= 1 "=20' V=1 "=5' (._') ('.) w 9+50 (._') ,-0 Lu 1 o+oo NN (._') ('.) W LL 1 o+ 70.56 SCALE= H= 1"=20' V=1"=5' C29.!3.ls299 SYM DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. REVISJON BY APPROVED OATE SYM - REVISION BY APPROVED DATE I\ '!! . sw, ACCEPTABILl1Y DRAWN J.CLOUD THIS DESIGN AND/OR CHECKED WT-001 THROUGH URE-785 c®,g SCALE= H= 1 "=20' DATE 03.01.16 SUEll'ITLE V=1 "=5' SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE PROFILES --------___ L___ /-. ' 1 ,. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE BY DATE BY DATE BY DATE ~OWL CURRENT REVISION SYMLIULO R I G DATE W3441886 03.01.16 '&'<fi• 0 , WAsli,@. ~"i~o~ T. BURTON 03.01.16 ~.BOEING• t:J:.~"l' ~ "b\• SPECIFICATION IS APPROVED . ~ .,. ENrJINEt.R ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 ~:;.:.:'..--h"i:m~f"---t-""-"''.".'C'fTiin,,---;:;;c;;:;;,;:;--=;~~~~~;;=--;~~~~~---;;-;--;cc;:c:;-;;:~----1sHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C299 C28 ,-. APPROVED BY OEPT. DATE R. SCHILDGEN 03.01.16 ' CHECKED D. MURATA 03.01.16 ,'6 27968 APPROVED "' .,,,, o,, -l'si;1sTEl''>'l ,.., ~ :e,-8 v"-APPROVED 8/0NAL Y.~ " ." SITE 05-YD JOB NO. W3441886 COMP NO. CIVIL MASTER RENTON, WA DWG NO. 05-APRON-A-C299 . " if\1 ,)' ' ' ' ' ' ' -' > {11 C SYM 20 15 10 5 0 -5 (.9 w rFG=20.70 FG,, 20.65\ ',,.·. · \ rFG=1070 ···········••···· <· ········· .............. •,• .................. -:-............ ' ... ' ' -:-' " ......... . \. . . ··········.········· ··········.··········· ........... -.... 58 LF 15" DUR AS LOT t---c-7-0_L_F _1_,_5_" _D_U_R_A_S_L:--0-T--....J'l;' IQ '6 9 LF 1 5" . DUR ASLO T: : DRAIN @ 0.52% DRAIN @ 0.52% : DRAIN @ 0.52% \ 11 (HEIGHT VARIES) (HEIGHT VARIES) (HEIGHT VARIES) ...................•..•........... ,;, ................. ',: ... '' •..•...... '' •. <· ...............• ' '-:-.................. ,:, ... ' ••. '' •.• '' .•.. ·:· ................ ,;, ......... ' ...... :, .................. -:-................ -:· ............... ···<·' ...... "' .. . ' ' . . . . . . . . . . . . . I.E. 18.60 I.E.=18:74 ~ 15" ADAPTOR ~DURASLOT END CAP I.E . .:-18.95 : .........•...•.. '' .................. -:-.................. -:-.......••.•.•..... -:• ............. ' .... •:• ......... ' .... ' •.. <· ....••.......... '. •:•'''.' .. ' ..... ' .. .;, ..•• "''' •.•••. ',:, .................. <· .................. ,: ................... ,;, ............ . . ' . . . . . . • 15" ADAPTOR . . . DURASLOT END CAP--' I.E.=18.59 . ' I.E.= 18. 90 DURASLOT ENP CAP- -.' : : :15" ADAPT:OR : I.E.=: 19.10 .................... 1063 16, CONCRETE INLET ....... -, ................... -, ................... -, .................... , ................. -, ................... , .................... , ................... -, ................... -, ............. . . . . . : RIM -20. 76 : : • : INV 12" (SW) -17.20 . . : INV 15" (N) -17.20 . . 1070-16, CONCRETE INLET : . ·····:···················<·············· RIM -20.70 ······ ......... ~10 .. kf .. 1.t:. Pl. ('Y_Q.537o ................ ., .................... , ................... , .................. , ................... .,. . . ' . . . . . . . . . . . . ~EX 12" DI . ' . . LO " (0 .... 0 0 N N C) (.9 C) LL w LL INV 15" (N) -17.80 INV 12" (NW) -17.80 INV 15" (s) -17.80 . . 'SI-.... r--. 00 0 0 N N (.9 C) w LL 10+00 11 +oo 12+00 1063-· 16 THROUGH 1069-16 SCALE= H= 1 "=20' V=1 "=5' DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. REVISION BY APPROVED DATE SYM C292l_s3DO REVJSION BY APPROVED DATE 20 15 10 5 0 -5 ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 ~DE.IND" ~ '« · sq;-, q,"11'/o> ••s,, ~ {.JT;/" i,j,<>.,.~\ '/~ ~ 0 ~ "' ~ ' ' ,o 27966 1' .,,,, o.,,~ <l'~IsTE""" ~" 8 "510NAL y.--i\C: ACCEPTABILITY DRAWN DATE J.CLOUD 03.01.16 THIS DESIGN AND/OR CHECKED f'' IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ .-----~~ri_,_()~~E~Ll~~E~P~E"-~rv1~1,-~----I:::===:===:===:=== DATE ___ _ DATE ___ _ MA1RCH 01, 2016 ~OWL SUBTITLE STORM DRAINAGE PROFILES CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 SPECIFICATION IS APPROVED T. BURTON 03.01.16 Glnccn ::'...'...'.:~'.._--/ririfn±lt'~-,cc.=~.innc----;c;;:;;::;-;-;;:;---::;-:;::;--;--:;-;;-;::;-;;:;;-;;:;--;;-;;::--~-;:;c;;c;:c--;;:;;:=--;--;:;;--~;;-;;=~--1sHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C300 C29 0 . ' APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED - APPROVED SITE 05-YD ' .<; t-cJ=osccN=o-. --------+cc=oM=P~No~.-----1, W3441886 t t-=~,-----------'-----------1 RENTON, WA DWG NO. 05 APRON A-C300 CIVIL MASTER SYM DESIG~,J CRITERIA: a) FLOW OF CONTAMINATED STORMWATER TO SANITARY SEWER Ll!AITED TO 0.2 CFS/ ACRE. b) CONTAINMENT FOR FUEL SHOULD BE 10,000 GALLONS. c) FLOW OF SANITARY MUST BE COLLECTED AND REPORTED TO KING COUNTY. TOTALIZING FLOW METER TOTALIZED AND RESETfABLE READING. d) VOLUME OF WATER DISCHARGE BEFORE GOING BACK TO STORM SHOULD BE CALCULATED BY MAKING SURE THE SURFACE HAS BEEN CLEANED (RAINED ON) AND ENOUGH WATER HAS PASSED THROUGH TRENCH TO HAVE TAKE~I ALL GLYCOL TO SANITARY e) GREEN BEACON NORMALLY ON TO SIGNAL RUNOFF IS GOING TO STORM SYSTEM. IF THE EMERGENCY SPILL PUSH BUTTON IS ACTIVATED THE RED BEACON WILL TURN ON AND THE GREEN BEACON WILL TURN OFF. IF THE DE-ICING PUSH BUTION IS ACTIVATED A BLUE BEACON WILL TURN ON AND THE GREEN BEACON WILL TURN OFF. WHEN THE SYSTEM AUTOMATICALLY SWITCHES BACK TO STORM THE BLUE BEACON WILL TURN OFF AND THE GREEN BEACON WILL TURN ON. 8 G) 0) ( ~~---VALVE STATUS PILOT LIGHT: fz.:!!~ RED: VALVE CLOSED GREEN: VALVE OPEN GREEN BEACON LIGHT: NORMAL STORM FLOW INDICATOR RED BEACON LIGHT: FUEL SPILL INDICATOR BLUE BEACON LIGHT: DEICING TO SANITARY SEWER INDICATOR EMCS NOTIFICATION \ / BYPASS UPSTREAM AROUND APRON A \ }--\ __ >-DISCHARGE TO STORM \__ J (CEDNl RIVER) 1' VALVE VAULT CL f) --~,, ~~ + ___ l ......... . WATER QUALITY STORM FILTER DUPLEX SUBMJ::RSIBLE PUMP V HIGII CLOW BYPASS . -------~----· I GV2 ------I EMCS CPS I i(--@-) FLOW SPLITIER CATCH BASIN l BOUNDARY AREA FOR SYSTEM SCHEMATIC---~-1 APPLIED TO CONTROL PANEL DOOR. ALL r HANCOR DURASLOT si1~{ftJ.ftR ( •. l. SURFACE DRAINS (TYP) -----~I -GV 1 \.A( PVVV/'/7////////// I ~ r/ BUTIERFLY VALVES TO HAVE VALVE STATUS PILOT LIGHT. BEACON LIGHTS TO INDICATE CURRENT SYSTEM STATUS. f,[1/ISION BY APPROVED DATE SYM \ APRON A-10 / vv I / I DISCHARGE TO STORM ~ -------l I DRAIN SYSTEM / J I r DE-ICING DIVERSION ·~ ~ _ TEE A10 ~ TEE A1D I BV10-4 ~ FUEL SPILL-~ BV10-3 ~-V v ///// v-/~/-./-/_/_.~//~./-/~//1 Bv10-2 ~""' -~v~o-1 ___ 1 I ~Z: FM10-1 BV9-.? 2 ~ 1 • BV9-1 BV9-3 ? " , ~ V DIVERSION VALVE rfN ~ --iii~ . y VAULT -l /I BV9-4 ~ FUEL~ u FM9-1 I ~ SPILL I I / TEE A9 -i DE-ICING DIVERSION j / I 1 , TEE A9 / I I I / APRON A-9 I "' ~ I I : E7ZZZ//////////// ---·-··· ______ J_IEMC~ GV3 t ~---'¥- LEVEL SENSOR I ' FUEL CONTAINMENT VAULT (10,000 GAL) API OIL/WATER SEPARATOR EMCS I I I I I I I I L ______ _J 'V DISCHARGE TO SANITARY SEWER -) A-9 & A-10 DE-ICING/FUEL SPILL DIAGRAM AND DOOR FRONT GRAPHICS fl\ SCALE: NONE A-9 & A-10 STORM DRAIN IS SEPARATE FROM REST OF APRON A C295, C29~5DO IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE BY DATE BY DATE BY DATE REVISION ACCEPTABILITY u=m, uA,c ,t 'll . Sr;IJI R. TEMPLADO 03.01.16 THIS DESIGN AND/OR CHtCKEU DATE BY APPROVED --~--------~-------------___ I,_--~------- DESCRIPTION OF STORMWATER SYSTEM OPERATION 1. STORMWATER IS COLLECTED FROM STALLS A9 AND/OR A 10 AND DIRECTED TO THE DIVERSION VALVE VAULT. A GREEN BEACON IS NORMALLY ON. 2. STORMWATER FLOWS THROUGH THE FUEL SPILL TEES A9 & A 1 O; VALVES BV9-1 & BV10-1 ARE NORMALLY OPEN. (A GREEN BEACON IS ON) 3. THE FUEL SPILL TEES IN THE DIVERSION VALVE VAULT DIVERTS A SPILL TO THE FUEL CONTAINMENT VAULT; FUEL SPILL TEE A9 AND FUEL SPILL TEE A10. VALVES BV9-2 & BV10-2 ARE NORMALLY CLOSED. 4. A SINGLE EMERGENCY SPILL PUSHBUHON IS LOCATED BY EACH STALL EQUIPPED FOR A FUELED AIRCRAFT. MANUAL ACTIVATION OF THE EMERGENCY SPILL PUSH BUTION WILL TURN OFF A GREEN BEACON AND TURN ON A RED BEACON, FOR STALL A9 WILL CLOSE VALVE BV9-1 AND OPEN VALVE BV9-2. MANUAL ACTIVATION OF THE EMERGENCY SPILL PUSH BUTION FOR STALL A10 WILL CLOSE VALVE BV10-1 AND OPEN VALVE BV10-2. FLOW WILL BE DIVERTED TO THE FUEL CONTAINMENT VAULT. A RED BEACON WILL TURN ON AND THE GREEN BEACON WILL TURN OFF. 5. UNDER NORMAL OPERATION STORMWATER IS DIRECTED THROUGH THE FUEL SPILL DIVERSION TEES TO THE DE-ICING DIVERSION TEES. 6. THE FLUID LEVEL SENSOR IN THE FUEL CONTAINMENT VAULT WILL NOTIFY THE EMCS SYSTEM OF FUEL/OIL ACCUMULATION. THE CPS OIL -WATER SEPARATOR SHOULD BE EVACUATED OF FUEL FOLLOWING A SPILL OR IF MONTHLY INSPECTIONS INDICATED THE PRESENCE OF FUEL. THE API SEPARATOR SHOULD BE CLEANED AFTER A SPILL OR IF MONTHLY INSPECTIONS INDICATE THE PRESENCE OF FUEL. 7. A DE-ICING PUSH BUHON IS LOCATED AT STALLS A9 AND 10. MANUAL ACTIVATION OF THE BUTION WILL TURN ON A BLUE BEACON TURNING OFF THE GREEN BEACON INDICATING THAT DEICING FLOW IS GOING TO THE SANITARY SEWER. FOR STALL A9, VALVE BV9-3 WILL CLOSE AND BV9-4 WILL OPEN. FOR STALL 10, VALVE BV10-3 WILL CLOSE AND BV10-4 WILL OPEN. 8. DEICING FLOW VOLUME IS MINIMAL, 100 TO 500 GPD. BOTH THE APRON PAVEMENT AND STORM COLLECTION SYSTEM WILL NEED TO BE FLUSHED OF RESIDUAL DEICING FLUID. VALVES BV9-4 AND/OR BV10-4 WILL STAY OPEN UNTIL A PRESCRIBED VOLUME OF WATER IS DISCHARGED AND LOGGED BY FLOW METERS; FM9-1 AND FM10-1. THE PRESCRIBED VOLUME EQUATES TO THE FIRST FLUSH EVENT, APPROXIMATELY B,000 GALLONS PER STALL. 9. THE SANITARY FLOW METER WILL RESET AFTER THE PRESCRIBED VOLUME OF WATER IS DISCHARGED AND SEND A SIGNAL TO VALVES BV9-4 AND/OR BV10-4 TO CLOSE AND VALVES BV9-3 AND/OR BV10-3 TO OPEN. FLOW RESUMES THROUGH NORMAL STORMWATER PATH. 10. NORMAL STORMWATER FLOW IS DIRECTED TO THE FLOW SPLIHER CATCH BASIN. THE WATER QUALITY FLOW, 35% OF THE 2-YEAR PEAK FLOW, IS DIRECTED TO THE COALESCING PLATE OIL-WATER SEPARATOR. 11. THERE ARE MANUALLY OPERATED GATE VALVES BEFORE AND AFTER THE OIL-WATER SEPARATOR SO THE OIL-WATER SEPARATOR CAN BE ISOLATED. 12. THERE IS A HYDROCARBON SENSOR IN BOTH THE STORMWATER CPS OIL-WATER SEPARATOR AND THE SANITARY API SEPARATOR. WHEN THERE IS A FUEL SPILL THAT INCREASES THE OIL LEVEL IN EITHER SEPARATOR THE SENSOR WILL CLOSE VALVE BV9-1 AND BV10-1 AND OPEN BV9-2 AND BV10-2. THE CPS OIL-WATER SEPArlATOR SENSOR IS THE BACK UP ACTIVATION FOR THE FUEL SPILL CONTAINMENT SYSTEM. 13. IN THE EVENT OF A SPILL DURING A POWER OUTAGE ALL VALVES CAN BE OPERATED MANUALLY. 14. THE FUEL CONTAINMENT VAULT HAS A FLUID LEVEL SENSOR THAT NOTIFIES THE EMCS SYSTEM OF ACCUMULATED FLUID IN THE VAULT. THE FUEL CONTAINMENT VAULT SHOULD BE MONITORED FOR WATER ACCUMULATION AND WATER EVACUATED SO AS TO PRESERVE CONTAINMENT CAPACITY. THE FUEL CONTAINMENT VAULT SHOULD BE EVACUATED OF FUEL FOLLOWING A SPILL. 15. THE OIL-WATER SEPARATOR DISCHARGES TO THE STORMFILTER TREATMENT VAULT WHICH PfWVIDES ENHANCED WATER QUALITY. THE STORMFILTER SHOULD BE INSPECTED BY A CONTECH APPROVED SERVICE PROVIDER ON AN ANNUAL BASIS. CARTRIDGES MAY OR MAY NOT NEED TO BE REPLACED ANNUALLY. MEDIA IS CSF FOR ENHANCED TREATMENT. 16. THE STORMFILTER DISCHARGES INTO THE PUMP STATION WET WELL. THE PUMP STATION IS A DUPLEX INSTALLATION WITH THE DUTY POINT FOR EACH PUMP SET AT ONE-HALF THE 100-YEAR PEAK FLOW (APPROXIMATELY EQUIVALENT TO THE 5-YEAR PEAK). 17. THE PUMP STATION CONTROL SYSTEM HAS 5 SETIINGS: A. LEAD PUMP ON. B. LAG PUMP ON. C. HIGH LEVEL ALARM. D. PUMPS OFF. E. LOW LEVEL LOCKOUT AND ALARM. 18. PUMPS ALTERNATE IN THE LEAD ROLE. BACKUP POWER IS AVAILABLE TO THE APRON SYSTEM THROUGH A PORTABLE GENERATOR. 19. THE PUMP STATION HAS VISIBLE ALARM BEACONS, GREEN IS GOOD AND RED IS ALARM. THE EMCS SYSTEM WILL MONITOR THE PUMP STATION FOR HIGH LEVEL ALARM, LOW LEVEL ALARM AND PUMP FAILURE. 20. CHECK AND ISOLATION VALVING IS IN THE VALVE PIT ADJACENT TO THE WET WELL. THE FORCE MAIN DISCHARGES INTO A CATCH BASIN AND THEN GRAVITY FLOWS INTO THE CEDAR RIVER. SHORELINE PERMIT f\/lARCH 01, 2016 ~OWL 1 • : SUBTITLE CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 CIVIL DETAILS ,0~01 WAS/fl,t,~ ~; i <>,-SPECIFICATION IS APPROVED T. BURTON 03.01.16 t; ~ ~\ ENGINEER ORIG 737 MAX FLIGHTLINE UTILITl[S-APRON A Cl PROJECT RT RWS 03.01.16 <ti-llDEINO" :.:...::;...::.:.:::::.;::~--jEi'lGlNl"i'R"'---r-'-~~lffji:C---c,;:;c=;;;;;~'i"i"':,;;-;7"'c',;;;,::iTi,i~,;Ti,ITIC~Ar>n~-,:-:""~~,,-----ISHEET TIILE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT ' C500 C34 ~ . APPROVED BY DEPT. DATE • 27968 ~ ~ o.,.n ~&:Jrs~~ ~4 ~e v.~ R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED - APPROVED SITE 05-YD . ' r .!c 1-cJo=s~N~o.--------t-ccco=M~P =No~. ------l' W3441886 t ~~-------~--------l .5'.iONAL "i>~ CIVIL MASTER RENTON, WA DWG NO. 05-APRON-A-C5DO L__L_ ___________ ........J __ _...L __ --1_--1c__-1 ___ . ______ , __ _J~_l__ _ _J_ _ _J__ __________ _l_~~:.:__J_ ___ ~l___J__L ___ j___~~~----------~~~~--- I I ) 1 SYM REVISION (4) 1" [25mm] DIA. LIFT HOLES BOLT GRATE TO FRAME w/ (2) 3/8-16 X 2 1/2" S"fNLS. STL. FLATHEAD CAPSCREWS 90J70 CAD DWG. REF: 34911BO.DWG- *NOTE: SEE STRUCTURAL PLANS ON SHEET S286. NEENAH R-3491-HL FRAME AND GRATE NTS ~ '--3/4" [19rnrnJ ~ ~1" [25mrnJ I I I I I I C 26 5/8" [676mm] •L Ir 25 1/8" [638mm] 11 3/4" [19mm] I I L2s" [635mm] j -27" [686rnrn] ,..- CAO OWG. flff: 3'l-800003,DWG-1 *NOTE: SEE STRUCTURAL PLANS ON SHEET S287. NEENAH R-3L~80-A FRAME AND GRATE NTS BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILl"IIES-APRON A Cl PROJECT JC RWS 03.01.16 6" [152mm) -~-~ l E ,·--, E ~ E E co E E 00 E co E m E ,, ~ " CQ n n E " ' 00 ~ ,, " ~ " N c~ .,. if) " ' m ~ u, "' N N '+ " m N 1 3/4" [ 44mm] 6" [152mrr1] -+------' NOTE: ALL DIMENSIONS S!-IOWN ARE IN ENGLISH AND [METRIC] C0~-1PONENT NOS.: FRAME 6052-0020; LID 6052-0227 lvlATERIAL: FRAME -CAsr GRAY IRON ASTM A-48, CLASS 358 LID -CAST DUCTILE IRON. ASTM A-536, 55 + KSI YIELD FINISH: NO PAINT WEIGi-iT: FRAME 295#; LID 185# DR. SMA SC/ILE TITLE: CH. APP. DIM CJIK. DATE Q4-Q1-2QQ4 R-3491-HL FRAME AND LID, BOLTED 180 B ~7 3 1/2" [89mm] -i--~ ~ E E E E E E n ~ 0 " E "' 00 E N ~ " E ~ E ~ " ' ,0 "' ro °.J. 00 . "' " ro u N u " " ,n N N co ,0 N 5 3/4" NOTE: ALL DIMENSIONS SHOWN ARE lf'I ENGLISH AND [METRIC] MATERIAL: CAST GRAY IRON ASTM A-''.8, CLASS 358 FINISH: NO PAINT 1/1/EIGHT: 207# DR. CSK rn. APP, DATE 01-06-2000 SCALE IIILE: 8 DIM CHK. BY WAS NF-44868 APPROVED R-3460-A FRAME DATE _, __ _ --2 1/2" [64rnrn) 6" [152mm]J•~- 1" [25mm] -1 r / c::::::J fi (i BOLT GRATE TO FRMAE w/ (2) 3/8-16 X 2 1/2" u: STNLS. S fl. FLA"IHEAD 1~ >-~· CAPSCREWS ~ E ,-, ~· ~ E IC E E E u: co E E E E >-"' ,-, , .. ~ co E 0, E 00 ~ ,, "' n "' E " n ro ~ E j., " u " E N u \ .,. in " ' ' ,n ' u 0, Z'. N m n N ~ N ~. - " ' - m N f 1 3/4" [ 44mm] 6" [152mm] -1-----..a NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMf.JONENT NOS.: FRAME 6052-0020; GRATE 2565-0020 MATERIAL: FRAME -CAST GRAY IRON ASm A-48, CLASS 350 GRA'IE -CAST DUCTILE IRON. ASTM A536, 55 -~ KSI YIELD FINISH: NO PAINT WEIGHT: FRAME 295#; GRATE 194# DR. CSK SCALE TITLE, R-3491-HG FRAME AND GRATE, BOLTED CH. 1/8"=1 FS~~i~1,~~~.~y ~ W-3491 168 B 2 LIIM CHK. CIID DWG. REF: 3+91168.0WG- 2-D-lUO~ i<F.:,,,OLJJ CMAlU~ ~\JM6ER Oh1': R;11s,oo ~~ DATE 02--10-2000 *NOTE: SEE STRUCTURAL PLANS ON SHEET S286. NEENAH R-3L~91-HG FRAME AND GRATE ~7 NTS CAD DWG. REF: 348044Hl.DW0- -· '--3/4" [19mm] --~1" [25mm) I I ( l CJ C!E..1 CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ I ::::::1-- ( I CJ CJ I _.....-1 :1: ::::J ·~ I I I 26 5/8" [676mm] -----' GRATE BOLTED TO fRAME w/ -(2) 1/2"-13 X 5" STNLS STL. FLAT HEAD CAPSCREWS )---25 1/8" [638mm] -------1--3/4" [19mm] r 1 24 7 /8" [632mm] rr 3 1/2"TY~89mm] .__ 1 1/4" [32mm] , I TYP. 27" [686mm] 3 1/2" [89mmJ 1 1/4" . [32mm] IT1 CL ~ ~ >-~ ~ ,-, E E E ~ E E ~ " E N " E ~ n ro co CQ ~ " "' ix, CQ '.., N " E N E " E co ~ n "' ~ c, tj-"' ~ ' " N " ' CQ " ,o "' N -+~--1_13/4" [19mm] !J" [127mm] 5 3/4" [146mm] -+<--- LOAD RATING: CAPABLE OF WITHSTANDING lvliNIMUM 100,000-POUND LOADS PER FAA ADVISORY AC No. 150/5320-60 APr-'Ef'JDIX 3.2.d(l) NOTE: /\LL DIMENSIONS SHOWN ARE IN ENGLISH Ar-JD [METRIC] COMPONENT NOS.: FRAME 3480-0003; GRATE 3480-0002 MATEf<IAL: CAST GRAY IRON ASTM A-'18, CLASS 358 l"INISH: NO PAINT WEIGHT'. FRAME 206#; GRATE 376# DR. CSK TITLE: R-348D-A SCALE 1 : 8 FRAME AND TYPE A GRATE, BOLTED 2 ACCEPTABILITY THIS DESIGN AND/OR 1~~~~~~~~~===~~~:1Af';e:~· -=-=--==~ UIM CHK. 1-':1 01-09-2014 AlJDEO LOADING MOfE CAG RX:8 SPT DATE REVISION OR CH AP? DATE Q1-Q6-2QQO DRAWN DATE J. CLOUD 03.01.16 CHECKE SUBTITLE ~7 SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY ______ _ BY ______ _ BY ______ _ BY ______ _ ~OWL DATE_~~- DATE _~-- DATE ___ _ DATE_~~- CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 SPECIFICATION IS APPROVED T. BURTON 03.01.16 ENGINEER ::.:.::::__mJGffJi°FR----j--=~-l,;;,;-;c--;:-;==--==--:cc:-c--==-=---~---------------1SHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT rino,JOB Nc;;;--0, _C_50_7_b,;;COMP-..os=NP~3 8-=--l~ APPROVED BY DEPT. DATE R. SCH! LDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED APPROVED CIVIL MASTER RENTON, WA r,;;;;;c-c;;cc---W'--'3-'4-'-4-'-18c..:8-'-6 ___ _j__ ______ -1 t DWG NO. 05-APRON-A-C507 SITE 05-YD SYM ORIG A A PLAr! VIE~ t_---~3r~- ----:>-VALVE IJOX LID WITH ~-EARS IN DlfffCTIOfl OF ~ WATcR MAlfl AflD worm -,,.~,-~-,/)'j~f~ -==,;: ~_lttJW,·-":"l\i!\:.."i"3" "W/'\ rr:R" CAST IN ro JT "'·i 12" MIii. l··cc, -'.:C~ .:-j ------- la' MAX. , -I --"----4" COIICRETE COLLAR FOi< ----'1-r1_ ,I VALVES ir,J PAVC:IJ /1REAS "'-·-12 · SEE DE11\I~ j', 1 -~~"'-----2 PIECE CASI IRON VALVE I Box, r?ICH-SEArrtE IYl-'I:: ,~ __ 1,, srEEL ' OF! OLYMPIC FOUNDR f iti/ LEflG IH A\ 1/EQUIRED -4--1/4" DI/<. 1 /8" MIN. i HICKNESS I~ lt --1 f ~-----1 /fl" 1,rn-1 1111u<rlESS f'l -2-1 /4" INSIDE ME1\SUREMEN I s=i]""' 0 2-1/4" DEPTH '---YA~_1,:_L_Qf1bR1-\TJ:\iG NUT EX TEN SI ml VAU/E_OPEBATJDN .. NUT EXTENSION NQTE: EX ITNSIOi,JS Ar~E REQUIRED Wl·IEN VALVE NU I IS ~;\ORE Tf-it\\J Ti lr~lE (3) FEET Bi:]_OW Flf\JISIJED Cl~ADE. EXTENSIONS ARE TO BE /\ MINIMUM OF or\JE (1) FOOT LONG. :)\!LY Of\JE [XTENSIO:\J TO BF. USED PER VALVE. NOfE: ALL EXTENSIONS Af-';E TO 13[ MADE. OF SffEL, SIZEO /.,S NOTED, /\ND P/\ll'JTED WI IH TWO COA·rs OF METAL P/\INT. VALVE. lvlMC:l<DsN()ffS: VALVE MARKEF~~; SHAU BE EQUAl. TO C/\R301'JiTE UTILITY ~111-\RKER VALVE MARKEF~ POST TO 8[ USED FDH ALL MA11'-J LINE VALVES OUTSIDE PAVED ARE1\S 'eel PllllUC wORJ(S Dl•:PARTME:NT VALVE BOX, MARKER & OPERATING NUT EXTENSION STD. PLAN --330.1 Mi\RCH 2010 GATE VALVE NTS INLET TOP SLAB ACCESS J SEE FRAME AND COVER DETAIL CON[MCTORTO GROUr ro GRADE PLAN VIEW STANDARD OUTLET RISER FLOWKlr: 43A FINISHEDGRADE --L. HIIIGiRISERS -\ \ ,'°"": :=-ci\c·;c,c:,,7;'\7;x- ~.~--f.:.r STORM SCALE: NTS F!L TER CARTRIDGE FILTER REVISION _,' 1. FLOW KIT OUTLET SUMP HOPE OUTLET RISER - SECTION A-A (RTU-10) BY 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC C293, OUfLET SUMP OUTLET \J6 I U MANIIOLE STRUCTURE FLO/\fABLES -.l BAFFLE I JNSIDE HEIGHT 6' TYPICAL HYDRAULIC DROP (HJ INLET INV. TO OUTLET INV ____l __ ~ APPROVED DAIE RWS 03.01.16 SYM ---------- ADJUSTMENT RINGS (2" MIN.) ~ SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.)---- SEE NOTE 5 -~ 6" :.llilij---'-'l 4" MIN. TO ,_ ' ··'I;>-· • ,. ' ·" • i, 1---24" ' -, 12" ' _l ' 1-----------54"---------h · -, r''::--:-,i/"')';7-:::::::c_ ____ ,--,,---::----C'-:-~'c:1 V ~ ~-~ ' V ' 6" ' ' --" -- NOTES: ' ' . ' i;·· '<;] ' ' -' 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. ' -' ,- ' ' • 8" "' 0 r- '" w ...J CD <( a' <( > 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 112" MAX. 6" ' N .,. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS ANO CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS ANO MORTAR ONI Y. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. COVER 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER IAC-AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 8, RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 1HE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAYE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ~- ~ ' D /13 BAR E,,cH CORNER FRAME AND VANED GRATE ONE it3 BAR HOOP FOR 6" HEIGHT TWO U3 BAR HOOPS FOR !2" HEIGHT RECTANGULAR ADJUSTMENT SECTION %r/\~J~Ai2i1r1~~ -<1-C,: QflE #3 BAR ACROSS BOTTOM PRECAST BASE SECTION SEE ~IOTE 1 ALTERNATIVE PRECAST BASE SECTIOIII NOTES PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER -REINFORCED QR n· PLAII~ CONCRE 1 E ·--~- ALL f\,IEfAL PIPE 15" CPSSP!r ,,. (STD. SPEC. 9--0~.20) ---- $()LID WALL PVC 15" (STU. SPEC. 9--()5. 12{1)) Pf\OFILE WALL PVC ,,. (STD. SPEC. 9-05.12(2)) I< COnl"lUGArco PCLYErHYLENE STORM SEWER PIPE 1. As uccoptallle <1lternalives to the rebar shown 111 the PRE CAST BASE SECTION, fibers (placed according to !lie Slar,dard Speclncallons), or wire r11esh having a mlnlmum area of 0."12 s4us1re Inches µer foot shall be used wllr1 U1e n1Jnlrnurn required tebar st1owr1 In \he ALTERNATIVE PRE CAST BASE SECTION. Wire mesh shall riot bo placed lri the k11ackouls. 2. Tho k11ockout diilrneter shall not be greater lhrni 18". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between tile knockout wall and (ho outside of the pipe. After the pipe is Installed, fill tho gap with joint mortar In m;cordm1ce with Standard Specification 9..o4.3. 3. The nmx!mum depl/1 from the finished grade to the lowest pipe Invert st1aJI be 5'. 4. The frame and urala may be Installed wltt1 tl1e ll1:1nge up or down. The frame may be cast Into tho adjustment section. 5. The Precast Btise Section may have a rou11ded floor, and the wciJls m.iy be sloped at a rnte of 1:24 or steeper, 6. The openir:g shall be rneasurad at the !op of the prncast base section. 7. All pickup holes shall bE1 grouted full aflN tl1e lnlat hBs been placed. r--~~-----~-1 ---1 V~---. --v :\~~c;:~· ~ J ~-m "~~~-. . ·-. . ~"'--~SLOT-SEE OET.'\IL ,' B1i '·/, ' ,i: ,'' AND NOTE 1 ~ 0 ' • NOTES w I I< 0 z :, 0 ~ ~1· ' :' - ,; :11&~ ii~~~ ~~--") >· ~~ 1. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location or bolt-down slots varies among different manufocturers. 2. Refer to Stcmclmd Specification 9-05.15(2) for additional requirements. 3. The thickness of Hie grate shall not exceed 1 5/8". ~ Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grate;, along rolled curbs. "'---. /'6 ~""-, ~~-----_'::, -.......... __ c:= _______ ,. ______ :=, ".._ ~· ... "'. ' --, " ', -,~ -,.._ ' --.... ISOMETRIC 1" OPENING ffYP.) BOLT-DOWN SLOT DETAIL SEE NOTE 1 ,,''>Y~o ff~-*'_·'.'\+ PUBLIC WORKS J:_ ,l~ DEPARTMENT SANITARY MANHOLE SHALLOW STD. PLAN -400.2 PUBLIC WORKS DEPARTMENT CONCRETE INLET STD. PLA.N -200.30 STD. PLAN --204.40 ~N'£ SEPTEMBER 2011 -~-f~N_TO~N_S_H_A_LL_O_W_M_A_N_H_O_LE ______ c~s RENTON CONCRETE INLET NTS STORMFIL TER DESIGN NOTES SfORMFILrER rREATMENi'CAPAc;rry IS A FUNCTION OF I HE Ci\l~rRIDGE SELECTION M1DTHE NUMBER Of CARTRilJGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXlll.1UM NUMBER OF CARfRIDGES (14). VOLUME SYSTEM IS ALSO AI/AILAGLE WITI I MAXIMUM ·14 CARTRIDGES. 096'" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1-8 CFS. IF HIE SITE CONDIT!ONS EXCEED 1-8 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED CARTRIDGE SELECTION CARTRIDGE HEIGHT 21' RECOMMENDED !IYDRAULIC DROP {H) 3.05' SPECIFIC FLOW RI\TE (gprn/s!) CARrnJDGE FLOW RATE (gprn) GENERAL NOTES 2 gµrnift' :a.5 FRAME AND COVER (DIAMETER VARIES) N.T.S. 1 gpm/lt' 11.25 1, CONfECH TO PROVIDE ALL MATERIALS UNLESS NOfED OHIERWISE. 18" LOW DROP :1.3' 1.8" 2 [/[JJJIJ!l' 1 gpmift' 2 yprnill' 1 ypm/fl' 15 7.5 10 SITE SPECIFIC DATA REQUIREMENTS 5 SrRUCrUREIO -10 WATER QUALlfY FLOW RATE (cfs) 0,JQ PEAK FLOW RATE (ds) 0,JO RETLJRNPERIQD OF PEAK FLOW (yrs) 1J' 2 YRS # OF CARTRIDGE$ RE~-Q~U_IR_E_D ____ -+=12 __ 1 CARTRIDGE FLOW RATE 11.20 gpm MEDIA TYPE C'.JF. PERLlfE, ZPG, GAC, PHS) CSF PIPE DArA: INLE f PIPE 111 INLET PIPE #2 OUTLET PIPE RIM ELEVATION I.E. 10.67 A 7.62 AN! I-FLOTA flON BALLAST MATER!AL HDPE NA H DIAMETER A • 5EE C451 WIDTH HEIGHf , ,---+---1 ~-1 NOTES/SPECIAL REQUIREMENTS: HIGH GROUND WATER 'PER ENGINEER OF RECORD 2. DIMENSIONS MARKED Wl!H ( J ARE REFEf{ENCE DIMCNSIONS. AGrU/\L DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAIL1=D VAULT D1M1=NS10NS AND WEIGHTS, PLE,'\SE CONTACT YOUR cmHECH ENG!NEERED SOLUTIONS LLC REPRESENfAflVE. v,ww.ContechES.com 4, sroRMFIL fER WATER QUALi fY SffWCTURE SHALL BE IN ACCOHO/\NCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING 5. STRUCTURE SHALL MEEr AASHTO HS20 LO/\D RATING, ASSUMING EAR rH COVER OF O' • 5· AN{) GROUN[.l'JVATER ELEVATION AT, OR BELOW, THE OUTLEf PIPE fNVEfH ELEVATION. ENGINEER OF RECORD TO cmiFJRIVl ACrUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEEr MSHTO M306 AND BE CAST WITH THE CONTECH LOGO. G. F!LTER CARTRIDGES SHALL BE MEDIA·FILLEO, PASSIVE, SIPHON ACTUATED, RADJAL FLOW. AND SELF CLE/\NING, RADIAL MEDJA DEPTH SHALL BE 7-INCHES. FILTEll MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMl:.NT CAPACITY (gpm) DIVIDED BY THE FILTER cmJTACT SURFACEAHEA (sq ft) INSTALLATION NOfES 1. ANY SUB-BASE, BACKFILL DEPTH, ANDiORANTI-FLOTAT!ON PROVISIONS ARE SlrE.SPECIFIC DESIGN CONSIDERArJONSAND SllALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PHOVIDED). 3. CON fRACTOR TO INSTALL JOIN r SEAi.AN r BE fWEEN ALL STRUCTURE SEC flONS AND ASSEMBLE STRUCTURE. 4. CON ff-l.AGTOR TO PROVIDE, INSTALL. AND GROUf INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND l~IETALL CONNECTOR TO THE OUTI_Ef rnsrn STUB. SfORMFJLrER EQUIPPED WITIIA DUAL DIAMETER HOPE OUTLEr SfUE3 ArJD SAND COLLAR. IF OUTLET PIPE IS LARGER "THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB Al MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PRQI/IDED BY CONTRACTOR 6. CONJ RAGTOF\ TO TAKEAPPIWPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-REl.ATED EROSION RUNOFF. CONJECH' ENGINEERED SOLUTIONS LLC www.ConlechES.com 91}25 Centre Pointe Or .• Suite 401J, West Cl1ester, OH 4G059 80D-33B· 1122 r, 13-645-7000 U13-!M5-7993 FAX REVISION SFMH96 STORMFIL TER STANDARD DETAIL BY APPROVED DATE NOTE: PIPE SUPPORTS 3"x0.075" ALUMINUM OR 3"x0.0079" STEEL PIPE SUPPORTS SHALL BE ANCHORED AT A MAX. SPACING OF 36", ATIACH THE PIPE SUPPORTS TO THE MANHOLE WITH 5/8" STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE MANHOLE 2". ROUND SOLID LID RIM=21.96± PROVIDE SOLID CAP ON TOP OF TEE (ELEV = 19.96) 12''¢ TEE SECTION WITH CLEANOUT PIPE SUPPORT TYPE 2 CATCH BASIN W / SOLID LID PER DETAIL 2/C515 ----,_ ', . .!\ J -SJ "'T\F ll I.E. = 11.19 PIPE SUPPORT RESTRICTOR PLATE WITH 3.24" ¢ ORIFICE (ELEV = 9. 19) BOTIOM OF INTERIOR OF STRUCTURE= 7. 19 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FLOW SPLITTER 1053-16 SCALE: 1 "=2' BY _______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ ACCEPTABILITY ORAWN J. CLOUD THIS DESIGN AND/OR CHEC ED -~' I ~--- 5' MARCH 2008 I.E. = 11.94 LADDER PUBLIC WORKS D~PARTMENT RECTANGULAR HERRINGBONE GRATE ---------------- MARCH 2008 RENTON HERRINGBONE GRATE NTS AHEAD Of THE CURVE "': t» DRAIN ' 0 11< [13mm] LEffE/ill-/G BCLTHOLES .j PLCS F.QUALLY SP/ICED 120' APARTON23 l/11i•("'36rnn,JCIAB.C. (1) l" (20n1n1i DI/I ~ICKflOLE COVER BOTTOM VIEW 1 114• JJ211 w] LETTERING PLAN VIEW COVER SECTION VIEW 2012·0111 ' [6D"•11J ----- 2; !'4' C·ll\ I {~41mml --1 li,>"16,,1rn)PI/\ /JEOf"HENEGA3KEf ' I IR '' _f ,3 318" Dl,\C!. OPEN [!61nn,1 -!5Mrnm] ---- 'II 5/iO"UIA ---·-[6~4,r,m] ---- 3-1116" 01,, [007mm FRAME SECTION VIEW 11111;• '\T ~ e· [1521"mj ___[ NOTES EON BOLTING DETAIL 1n· J pm,n] 11~· [R3mml GASKET GROOVE DETAIL /ILL COVEi'lS SIIALL Ble Loc;(l/1'3 LIO PER EASTJORONl l~OrJ WORKS lt,IC. llo.171/Cl ORAPPROVEO EQUAL. q~~)m PUBLIC WORKS STORM ROUND FRAME AND COVER •• • J~ , DEPARTMENT STD. PLAN -204.50 kz.i'fb MARCH 2008 60"0 TYPE 2 RENTON ROUND SOLID COVER ~8 DATE 03.01.16 SUBTITLE NTS SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS 11. CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01. 16 SPECIFICATION IS APPROVED T. BURTON 03.01.16 ENGINEER ~OEING" '..'.:'.:~---/iEf'K:INI''Erf~---i---'-'-"'-C'-'-'-t-nn~~ir,i=iM;,;;--~,c,-,;-----------------------1SHEET TrrLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C508 C39 APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED COMP NO. SITE 05-YD JOB NO. W3441886 APPROVED CIVIL MASTER RENTON, WA DWG NO. 05-APRON-A-C508 " ~ C ' ' " " ' 1 .\, SYM ORIG TOP No. 816-T-CPS --------, 14,970 lbs. Suitable for use In off--stnrnl locotloc, where not subjected to high density traffic R!ser:i as Required w/Sompling Tee 10" PVC OUTLET PIPE-~ BASE ASSEMBLY No. 816-B·CPS ~-·"- 34,325 lbs. , ""' ,,..__ "' Base 31,165 lbs. ,.,; Baffle Woll 1,530 lbs. ' Weir Woll 1 610 lbs. Total J4,J25 lbs. 8 Ton Lift Anchorn (2 Each End In Floor) OPTIONAL TOP -HEAVY TRAFFIC No. 816-T-CPS-HD 17,370 lbs. (2) -Nu. 24 x 4 Castings (25" Grad,; Risers Available) No. 42 x 4 Costing · 42" Grode Risers Available 0 Oldcastle Precast@ 816-1-CPS File Name: 020EC0816CPS1 PO Box 323, Wilsonville, orngon 97070-0323 Issue Date; Revised 3-21-12 816-1-CPS Projected Coalesclng Plote Area= 1,184 Sq.Ft. .tDeslgn Flow RCJte = 280 GPM (see bock page) Maximum Process Flow = 1,508 GPM (4) -8 Ton Lift Anchors Oil Reloln1ng Baffle No. 57-6-T-2-332P 1.645 lbs. Coalescing Media Sadiment Weir 9'-1" Notes: 6'-5" -816-CPS ls ovalloble set up for future !nstollotlon of coalesolng media and designated as 816-CPS-R. -Customer Is responsible for supplyfng crone to set and ossemble vault. 816-1-CPS OIL /WATER SEPARATOR COALESCING -280 GPM Tel: (503) 682-2844 F:1X: (503) 682-2657 oldcastleorecast.com/wllsonville 106.D OIL/WATER SEPARATOR 280 GPM OWS-059 816-1·CPS Projected Cool~'lclng Plate Area -1,184 Sq.Fl. *Design Flow Fl:.ne = 280 GPM Moxlmum Proc~'ls Flow = 1,508 GPM I 16'-11" f---------16'-11· --------< 1'Dx1'W CONCREiE ---.__ 2 EWJ.AS[ COUM, Tip, -2'-8" 4'-8" ~-:;:;:J-"-=''---f=--i;"=-'='----.--. 1-C.,C'--t-t-t---c-,\LUMINUM ACCESS HATCH •• 1 W HS-2 42"XJO" NON-SKID OA'TING ,·-,~---1--6'-3j" ~ ,._,. O!I Retaining Baffle 2'-o" x 3'-0" Blackout (T}"Picol) 1 O" PVC OUTLET PIPE w/Sompllng Tee Butyl Realn Seo!ont PLAN VIEW Hold-Down for Coolesclng Med!o 4'-2" X 6'-6" Blockout 1 Q" PVC INLET PIPE w/Tee OP1lONAL TOPS: 2'-9" and 3'-9" Heights Risers as Requinad l.__8, ~t'ci;1,.....,...__ct:1=:=o__..,..$/-:::/5J(),--:==t::::-r--"","1 ~ 'co 1, 1., . .,;. .;;, ,;,,, ,·. kS .e ~ IE OUT=10.71 1'0~1'W CONCREfE -------: !Wl.AST COLLAR, TYP, 1 B-To(2 L~~c~n~~~) l-,r-4~. -i--+--- Neilla: Pneumercotor LS600 Uquid Level Float Switch. See detail 5/C509. -Static Water D,:p[h "" 4'-0" *DESIGN FLOW RATE 280 GPM -Prior to "5torlup" of S)Stem, fill with clean water to bottom of uuUat pipe. For best results, fill lo flow line. -Follow Regular Inspection, Cleaning, & Mointenonce Sct1edule (See ('/ton Out & Molntenonce) SECTION AA 100% EFFLUENT COLL.EClED QUAUTY SIZE 10 ppm 60 Micron Scol<1: J/16" = 1·-0· 816-1-CPS 0 Oldcastle Precast" File Name: 020EC0816CPS2 PO Box 323, './Vilsonville, Oregon 97070-0323 Issue Date: Revised 3-21-12 Tel: (503) 682-2844 Fax: (5D3) 682-2657 old castle orecast.com/wi Is onvi II e 106.1 8osjc Design lnformotlon: • Influent Characterlcs -on Specific Gravity = 0.88 -Operating Temperature = 50" -Influent Oil ConcentrotJon = 100 ppm -Mean Oil Droplet Size = 130 Microns IE IN=11.13 -.033 ft/min. Crltrcal OIi Droplet Predicted Rise Rots +Basic Design Information per Washington State Deportment of Ecology: User to Adjust Estlrnolss for Vorlotrons In Real Conditions, 816-1-CPS OIL/ WATER SEPARATOR COALESCING -280 GPM ---------- 1-----E-----1 -1/2" ----------- 01 /2" "1NLS Sll PIN ASHER I07114G COTIER PIN #05513 ------------------------------------- T MTG RINO ON •SF" OAlES ONLY WITH 48'" LID: J/8--18NC X 1" LONG STNLS S1l HX HD BOLT ON "CF" UNllll BOLTS BY NFC ON "SF"' Ut<illl BOl..1S BY OTHERS • .. J " 2X 1/2-IJNC X J" LONO S1NLS STl HX HD BOLT NUT & WASHERS " -c m 1-J H F • -11-IESE BOlT was ARE NOT FURNISHED ON SIZES s• 1HRU 2.1• =-- -.. fl -~--- 8" NEENAH FLAP GATE VALVE A I • ' 11 ' 1' ' 1' 1 ' .. ~· 1 •• I .. 1· .., 1' , . .,, 1 11 .. , r ~ FRAME YUL HAVE Fl.AT GASKET WHEN REQUIRED NOlE: AU. DIMENSIONS SHOIIN ARE IN ENGUSH. ' 11 ~ 1 11 I 11 I 11 Jt Iii It I " -' II -14 -111 -" 11 1• .a 7. MATERIAL: FRAME, Ull, a.AMPS, ARMS -CAST GRAY IRON AS1M A-'48, <LJ.SS JIIB. :rr ARM -CAST DUC11LE ltON, AS1M A-538, 5&!-KSI 'IIEID. FINISH: BL.ACK EPOXY PAINT. Sl'ECIF1CA1IOII CAN BE FlJRNISHED '111111: t. ROUND tEOPflENE CASKET MOUNTED IN Gffl)()V[ IN FRAME. 2. CAST ALUMINUM OR DUClU: JROO PARTS. 3. BRONZE SEAT MOUNTING IHJ/OR BRONZE BUSHING. ,t.. GREASE FlTTINGS. ... HJl,I ... R-5050 .. n U,n_ lYPE "CF" "SF" AUTOMATIC DRAINAGE GATE N~H :m@I B -u lllilt 2-24-84 www.neendlfoundry.com ---I\F"-9120 PHONE: 1-800-5M-5076 NTS *NOTE: FOR RIM ELEVATIONS SEE SHEEr C451. C296, C298-C299 C509 NTS C293, C451 C509 TANDEM UTILITY VAULT 614-GA WITflOUT BAFFLES Dim "A" CONCREIT BALLAST Clear Acce~a Optinlngs "\ 1'Wx1'D ® \ 54 CF. EACH VAULT. I ~ )-I /1" /-/1" fl L / t \ ( ", .. __ ., { + \ ( ", s{ ~--\ + ) f-----\ + ~-'-f' .§ A --~- 0 ' I / ,, ...... ,_..,. ., f I / ,, ...... '-I _..,. ! 5,000 GAL CAPACITY AT D 6'1" FOR EACH VAULT I t ,__ n H L ' E i5 rh ;) I I I 11 ;·, I l " ·._-/) ,;e , I .. ., I ' ' -112" I--Typ PLAN VIEW " - I I ' I ' ' .. 'ii;, -· r I I 24:k~~· Frame & Cover r & Gos Tight Places y-«-\-~-c:~~~x~;~ n~~~ I A'</' " I ' -r _l-'7_ >--------,-"--INLET -r--1:1.:. -I.E • 11.96 • ~ "T -, " a.02 I ~ --,___ ~-Ii- ' D ' E i5 I ' " - e ' I d ' .. ,, " ' . -. iJ p, -' ' . ., . SECTION VIEW AA Gallon Capacity 6000 7000 BODO UV Co. Model No. 6000-GAS 7000-GAS BDOO-GAS D!m "A" 26'-9" 27'-2" 27'-2" Dim "E3" a·-a· s'-o" B'-0'' Dim "c" a'-7" 8'-7" B'-7" Water Depth Dlm "D" 4'-11· 5'-4" 6' -1" Weter Depth Dim "E" 4'-11" 5'-4" 5·-1· Dim "F" a'-o" B'-7" 8'-7" Dim ·o· 5'-9" 5'-9" 6'-6 1/2" Design Criteria: Noteu: • w • .s D • . ' ,;, 9000 9000-GAS 32'-2" 9'-7" 8'-6 1/2" 6'-1" 5'-1" 8'-6 1/2" 6'-6 1/2" . " L' ------,__ I --:g ; ·.,. '0 ~ ·, .. ' Knockout Twlcol 1" Draft • "-. E 0 1'-0H - DETAIL 1 Adive Volume= 10,000 Gol ot EL= 6'-1" 1, Concrsla: 28 Day Compres11lv11 Stn:mglh fc = 7000 psi 2. Rebar: ASTM A-615 Grode 60 3. Mesh: ASlM A-185 Grade 65 4. Design: ACl-316-02 Building Code ASTM C-857 "Minimum Struclurol Design Loading For Underground Precost Concrete Utility Structures" 5, Loads: H-20 Truck Wheel w/ 30% Impact Par AASHTO 6. Fill w/ Cleon Water Prior Tc Start-Up Of System 7. Contractor To Supply &. Install All Piping & Sompllng Tees 8. Gray Water Only, Block Water Shell Be Corrfad By Pneurnarcctcr lS600 Llquid Level Float Switch, See deh1il 5/C509. ' 0 ' N ___ "y ______ _ POUR CONCRElE TO SLOPE FROM END OF VAULT TO MIDDLE OF ACCESS OOORS (MIN. SL = 2:;) BOTTOM OF VAULT INTERIOR "' 5.88' 10,000 GAL FUEL CONTAINMENT (URE-785 & URE-786) ~ TANDEM PRE-CAST VAULTS C296, C298-C299C509 NTS *NOTE: FOR RIM ELEVATIONS SEE SHEEr C451. REVISION BY APPROVED DATE SYM REVISION 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 .. ' ~ BY 1 '0xl'W CONCRCTE BALLAST COLLAR, ft'P. APPROVED DATE I BASE SLAB THICl<NESS t .. -, . WALL 1-··-THICKNESS #4 (10 MJ THREADED INSERTS@ 18" (457mm] O.C. .-~. ·---·-r· 1'-0" [305mm] ~: • ----1" {25rnmj r )~_-_--.--.-_.--. __ -·--~~---,:,::::::-::. ·J'-0" [305mm] ( .. ,, .. ~ ~ . ~ . . ~ "' 'i.t-r'--''l'I ~ ·' ' . 1/2 BASE SLAB THICKNESS ROUGHEN MATING SUHFACE BEFORE CASTING EXTENSION #4 [10 MJ THHEADED RODS@ 1H" [457mm] O.C \_ (2) #4 [10 MJ BAl<S CONTINUOUS EVENLY SPACED CAST-IN-PLACE ANTI-FLOATATION COLLAf~ (TYPICAL AROUND TANK PEHi METER) TYPICAL ANTIFLOATATION COLLAR C296, C298-C~9 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~~~y '-----'-----+--------'-----' /( ~ ~ ~ ~" r-, r-,,/ CONNECTS INTO LC1000 I I I I CONSOLE OR EQUIVALENT I I I I ~ / SEE ELECTRICAL PLANS I I I , "FOR ADDITIONAL I 11 l-'-r-_Jj----,-,1 , , INFORMATION. 1----~------c'A----ft--1. OD'-+_,_, __L STRUCTURE ID A FT URE-783 9.94 C URE-784 9.98 OWS-059 10.79 OWS-058 12.03 0.2;.T LS600-2-SSHA-8SB-L02 FROM PNEUMERCATOR CO,. INC. THIS SENSOR HAS TWO FLOATS, STAINLESS STEEL STEM, STAINLESS STEEL FLOAT, HOUSING, ADUSTABLE, 2" STAINLESS STEEL BUSHING AND A STEM LENGTH BETWEEN 31" AND 70". THIS SENSOR IS TO HAVE A MANWAY MOUNT. IT IS TO BE INSTALLED IN EACH OF THE TANDEM PRE-CAST VAULTS & THE OIL WATER SEPARATORS. LS600 Ll()UID LEVEL FLOAT SWITCH NTS RIM EL 21.90 21.94 21.91 21.90 BY ______ _ DATE ____ >---------·-----------------~ r.ti---llOEING" 't 'II . S<;if! ~ of WAsJf,~ ~:1,,i,J,-9~ t; ~ ~ .,. 27968 BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE J. CLOUD 03.01.16 CHECKED T. BURTON 03.01.16 GI ER R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED APPROVED SH()RELINE PERMIT MARCH 01 ' 2016 ~OWL SUBTITLE CURRENT REVISION SY.~BOLO RI DATE $TORM DRAINAGE DETAILS W3441886 03.01. 16 SHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C509 C40 SITE 05-YD JOB NO. COMP NO. W3441886 CIVIL MASTER RENTON, WA DWG NO. D5-APRON-A-C509 " ' C " ' C 1 I l f Ii SYM 2 DURASL0T""S1ot Dirnensions 12" to 36" Diameter Pipe 6" Slot Shown without Grating (Open Top) w Product Product Description 12" DIA. 1220DS ~" Slot Height - 12" DIA. 1260DS 6" Slot Height 15" DIA. 6" Slot Height 1560DS 18" DIA. 1860DS 6" Slot Height 24-" DIA. 2460DS 6" Slot lieight 30" DIA. 3060DS 6" Slot Height 36" JJIA. 3660DS 6" Slot Height -s H = AC'l'UAL SLOT HEIGHT # PIPE H w F 0 DIAMETER 12" 31" 11" 3" 1 _3" 2 8 4 4 12" 7" 1 l" 3" 1 _3" 8 4 4 15" 7" 1 l" 3" 1 _3" 4 4 4 18" 7" 11" 3" 1 _3" 2 4 4 24" 71" 4 1 'Z" 8 1 " 1 _3" 4- 30" 51" 4 21" 2 1" 13." 4 36" 51" 4 21" 2 1" 1 _3" 4- Din1ension from grade to pipe invert: H ( actual slot height) + PIPE DIAMETER + RECESS <!"-~") 12", 15", 18", 24" DURASLOT® ADAPTER B C t ~D V' '" [ ~ ~ ,J '--------- A • ACCEPTABLE ALTERNATE FOR THIS PART MODIFIED ORIGINAL PIPE A B C PART N2. PART N2. SIZE 1262-DS 1214-AA 12" 14" 14.6" 15.4" 1213-AA* 1562-DS 1514-AA 15" 16" 17.75" 18.6" 1513-AA* 1862-DS 1814-AA 18" 18" 21.4" 22.4" 1813-AA* 2462-DS 2414-AA 24" 14.8" 28.2" 29.25" 2413-AA* HCPS DWG #AD-3 DURASLOT SURFACE DRAIN BY HANCOR NTS HEVISIDN BY APPROVED DATE SYM D h h" ;:) • ;:J 6.5" 7 .5" 6" ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 s 21u 4 21" 4 21" 4 21" 4 21" 4 21" 4 21" 4 REVISION DURASLOT® Surface Drains Slot Dimensions 15" Diameter with Variable Height Slot (15900S) •• s-- II..; At:TUAL SLO'I' llEWHT Dimensions (inches) - Pipe Wall (W) 1% Flange Width (F) % - Slot Opening (0) 1 :y,; Throat Size (S) 2 y. Slot Heiaht /H\ Varies* ·'Slot Heights to conform to dimensions on project plans. H at each end of each length of DU RAS LOT® to be detailed on Slot Dimension Layouts for approval before production. 12", 15", 18", 24" DURASLOT® END CAP ~B------+--+--+---+-- END VIEW TOP VIEW MODIFIED ORIGINAL PIPE A B PART N2. PART N2. SIZE 1233-DS 1267-AA 12" 5.76" 4.25" 1533-DS 1567-AA 15" 7. 77" 6.25" 1833-DS 1867-AA 18" 8.04" 6.50" 2433-DS 2467-AA 24" 9 .45" 8" I-ICPS DWG #EC-3 BY APPROVED DATE DURASLOT SURFACE DRAIN PAVEMENT 6" MIN CRUSHED ROCK COMPACTED TO 95% PER ASTM D-1557 I A DURASLOT® Assembly Example w/ Open Slot I B E A DURASLOT End Cap B DURASLOT Pipe C DURASLOT Adapter D ADS N-12 Pipe/ Hancor HiQ E DURASLOT Coupler Band F DURASLOT Slot Cap I J K L 5/16" -18 Thumbscrew x 3" Long w/ 5/16" Wingnut Plastic Sleeve Spacer (goes on T -not used with 4" dia.) Hex Head Assembly: 5/16" -18 Hex Head Screw x 3" Long w/ (2) Washers and 5/16" Hex Nut DURASLOT Band Flange Assembly End Cap (A) or Adaptor (C) comes with a Slot Cap (F). Coupler Band (E) comes with standard hardware: one Tlnunbscrew/Wingnut (l); a pair of Band Flanges (L); where applicable: one Plastic Sleeve Spacer (J) tmd one Hex Head Assembly (K) for 12" diameter and larger with 6" slot, variable height, or taller slots. #4@12" O.C. u IN THE NON-FERROUS AREA USE #4@12" O.C. ASLAN 100 GFRP REBAR #6@12" O.C. EACH WAY. IN NON-FERROUS AREA USE #8@12" ASLAN 100 GFRP REBAR. DURASLOT® INSTALLATION PRACTICES • ' • 4 ' • ASPHALT • • • • • • • • 4 • ' • • ' A •• B 3" CLR (T'/P) NOTE: S+B=6", EXCEPT FOR THE DURASLOT DRAINS THAT ARE AIRPLANE RATED ' • 0 • 0 HEAVY TRAFFIC CONDITION r-NO GRATE ~")'-----_J -------+--------~ Grate Frame/Slot ~ I . 2· -6" • I 9'-0" AIRPLANE RATED STRUCTURAL FOUNDATION Section of pipe removed to --1: accept the slot NOTE: DURASLOT WILL HAVE AN OPEN TOP WITHOUT ANY GRATES ,, " '' ,. ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS "---Corrugated -_ HDPEPipe BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ ACCEPTABILITY DRAWN J. CLOUD THIS DESIGN AND/OR CHECKED DATE 03.01.16 SUBTITLE SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS Size per plan ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 SPECIFICATION IS APPROVED T. BURTON 03.01.16 APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED ([i.._.1111.EIND· '...'.:.:~.:::'.__-looiirnr~-t--=-._.._.._~~-----------------------ISHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT SITE 05-YD C510 C41 1 1-;J"'oa"N"'o-. --------+,,C;s,-OM"'P""No°"_-=-------l~ W3441886 · l"=""".----------'----------l t APPROVED RENTON WA OWG NO. ' 05-APRON-A-CS 10 CIVIL MASTER >-----36'' SQ. -------1 >------40 1/8" SQ. -----' SECTIO~J A-A SAFETY BAR~ 1 1/2" ] 5" STAINLESS STEEL MECHANICAL ~ SPRING STRUT FOR LIFT ASSIST ~ GRATE IN 105' RESTING POSITION REMOVE GRATE AT 90' (AFI ER REMOVING SAFETY BAR AND MECHANICAL STRUT) NOTES: PRODUCT NUMBER: 00819730B01 MATERIALS: GRATE -DUCTILE IRON ASTM A536 FRAME -DUCTILE IRON ASTM A536 DESIGN LOAD: EXTRA HEAVY DUTY (PROOF LOAD TESTED TO 200,000 LBS.) HINGE: REMOVES @90', SAFETY STOP @90', GRATE OPEN TO 105' BY EAST JORDAN IRON WORKS COVER EAST JORDAN IRON WORKS 8197 FRAME AND GRA1E ASSEMBLY WITH LIFTH ASSIST SEE DETAIL 1/C510 VAULT --------------- No. 504-BL PSE #7663900 2,950 lbs. SAFE DRAIN INSTALLATION BY MANUf ACTURER OR APPROVED CONTRACTOR, AFTER VAULT IS INSTALLED IN THE GROUND. SEE DETAIL 4/C510. VJ I J> I ;:;:: I I ol ::::o I J> I zl I SKYDROL CONTAINMENT z <( Cl'.: 0 w LL <( U) 4'-8" ,.... .,,./ ' '' -... .... 4-8 ~ '-,, _,,,,.,,.,,,,. / ~----~ ' N ' N I n t ~4'-8" Ii----4'-2" __ __, --- PLAN VIEW (4) 3/4" Ola. Lift Inserts w/ U.V. Caps ' N o::, I I EAST JORDAN IRON WORKS 81 97 FRAME AND GRATE WITH HINGE & LIFT ASSIST _ GofvQnlzed "c· Channel, 3'-o" Lg. 1 Eoch Side, 4 Sides 4 3;4· Dlc. Knockout 8 E'.och Slde, 4 Sides 1 1 /2" Dla. llft Hole 1 E'och Side, 2 Sides - Optionol Pulling Iron 1 Eoch Corner, 4 Corners ~==== SECTION AA ' '° ' '° I N ' <D D t-t' END VIEW Twical All Side1:1 t'· -8,, OLDCASTLE PRE-CAST VAULT 504-LA WITH EAST JORDAN IRON WORKS FRAME & GRATE ASSEMBLY KIS SKYDROL CONTAINMENT WITH SAFE DRAIN SIGN NOTES 1. AT EACH SKYDHOL S'TRUCTURE BOEING APPROVED SIGNS SHALL BE INSfALLED. 2. SIGNS INCLUDE THE FOLLOWING: • SIGN #1 PER 3/C510 3. SKYDROL CONTAINMENT SIGN #1 SHALL BE ETCHED ~· 316 STAINLESS STEEL AFFIXED TO PAVEMENT WITH STAINLESS HITLI BOLTS, ALL SET FLUSH. SIGN SHALL BE ORIENTED TO BE READ WHEN STRUCTURE IS OPEN. IF SIGN IS TO INSTALLED UPRIGHT (E.G. POST MOUNTED), SIGN MAY BE PAINTED ALUMINUM PER DETAIL AND AT BOEING'S OPTION. 4. VALVE HANDLE SIGNS SHALL MATCH EXISTING HANDLE SIGNS ON SITE. 5. PRIOR TO ORDERING ANY SIGN ITEMS, COORDINATE AND CONFIRM WITH BOEING, THE FOLLOWING: • ALL SIGN WORDING, • STALL NUMBERS • CATCH BASIN NUMBERS • SIGN PHONE NUMBERS • SIGN MATERIAIL AND PAINTS, IF APPLICABLE, • MOUNTING MATERIALS, • INSTALLATION LOCATION, • ORIENTATION, AND • INSTAILLATION SCHEDULE. 504-LA VAULT FROM OLDCASLTE PRECAST: 1. VAULT IS TO BE AIRPLANE RATED 2. LID NEEDS TO BE AIRCRAFT RATED WITH LIFT ASSIST: EAST JORDAN IRON WORKS 8197 FRAME AND GRATE ASSEMBLY, OR EQUIVALENT 3. SHALLOW GROUND WATER (APPROX. 4.5' OR SHALLOWER PER GEOTECH REPORT) 4. SOIL BEARING CAPACITY: 1,500 PCF 5. SEE C220 -PAVING PLAN & C221 -PAVING PLAN FOR WHEEL LOCATIONS. 8197ZPT 8197M DI EXA ASSEMBLY BY EAST JORDAN IRON WORKS SKYDROL CONTAINMENT BASIN FRAME AND GRJ\TE WITH HINGE MANUAL SKYDROL CONTAINMENT WITH SAFE DRAIN NTS 1'-6" ~ lt qENTER COPY 1-3/8" TYP. I ~ .... I I • I A 1 8 TYP. I 7/8" SKYDRO _ DRAINS CATCH BtSIN NNN -- ~BYD) -- STAL NNN D VALVE DISd POSITIONS I I PROCESS ~ALVE POSITION 1'-8" I NORMAL lPEN VERTICAL OPERATION SKYDROL SPILL 'LOSED HORIZONTAL I I IN CASE OF SPILL, CALL EMERGENCY DISPATCH AT (206) 665-2222 FOR SERVICE, CAILL SITE SERVICEJ DISPATCH AT (206) 544-6500 I I q_ I L/ C I -f= I I,' 1" TYP. I I I 1" TY , SKYDROL CONTAINMENT SIGN #1 NTS SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 NTS NOTE: SEE EXHIBIT FOR CATCH BASIN AND STALL NUMBERS FOR EACH DIVERSION STRUCTURE SPECIFICATIONS NON-ILLUMINATED SINGLE FACED GROUND OR POST MOUNTED SIGNS. BACKGROUND @ GROUND MOUNTED: )f 316 STAINLESS STEEL POST MOUNTED: 1 /8" ALUMINUM, PAINTED MAP SATIN WHITE, ALL SIDES FACE, BACK & EDGES D GROUND MOUNTED: STAINLESS STEEL POST MOUNTED: PAINT MAP SATIN WHITE @ TEXT GROUND MOUNTED: ETCHED POST MOUNTED: SILK-SCREENED BLACK IN. FONT: TAHOMA BOLD GROUND MOUNTED: ETCHED POST MOUNTED: INK BLACK @ MOUNTING GROUND MOUNTED: AFFIXED TO PAVEMENT WITH STAINLESS HITLI BOLTS, ALL SET FLUSH POST MOUNTED: SIGNS F.O.B. TRADE MARX, DRILL FOUR HOLES AT CORNERS FOR 1/4" SCREWS. @ CATCH BASIN AND STALL NOMENCLATURE SHALL BE CONFIRMED WITH BOEING PRIOR TO ORDERING SIGNS. BY APPROVED DATE SKYDROL ISOLATION OPERATION 1. THE SAFE DRAIN CATCH BASIN AFT OF THE AIRCRAFT MAIN GEAR HAS SURFACE GRADING DRAINING TO THE GRATE. 2. THE SAFE DRAIN BUTTERFLY VALVE IS VISIBLE THROUGH THE GRATE. IF THE BUTTERFLY VALVE DISC IS VERTICAL THE VALVE IS OPEN. IF THE VALVE DISC IS HORIZONTAL THE VALVE IS CLOSED. 3. THE SAFE DRAIN VALVE IS NORMALLY OPEN TO PASS STORMWATER RUNOFF. 4. THE SAFE DRAIN VALVE MAY BE OPERATED BY OPENING THE GRATE AND TURNING THE HAND WHEEL ALTERNATIVELY THE VALVE KEY CAN BE INSERTED THROUGH THE GRATE, PLACED UPON THE VALVE NUT AND TURNED. 5. SPILL STORAGE CAPACITY WITHIN THE SAFE DRAIN IS APPROXIMATELY 120 GALLONS. 6. THE SAFE DRAIN VALVE MAY BE LEFT OPEN AND MANUALLY CLOSED IN THE EVENT OF A SPILL. 7. ALTERNATIVELY THE SAFE DRAIN VALVE MAY BE CLOSED AT THE START OF SKYDROL FILL OPERATIONS AND OPENED UPON COMPLETION OF THE SKYDROL FILL OPERATION AND REMOVAL OF THE SKYDROL CART. 8. THE SAFE DRAIN CATCH BASIN IS NOT ELECTRONICALLY MONITORED. IN THE EVENT OF A SPILL REPORT AS REQUIRED AND HAVE THE SAFE DRAIN CATCH BASIN EVACUATED OF ACCUMULATED SKYDROL. ;r " i! Ii " j i '' I I .1 ii i I i' " !i ., ' :-::==· I i 4'-8" ·-, ,--o)• L --_ --------------·---~ 41-8" "' "'·····--------~ ------------'"···------ STORM DRAIN GRATE/COVER I EXISTING GROUND SURFACE CATCH BASIN --"-~·-·-'~.-·-·-· .. ···----' C> ~·"""' l'r''°''" '.,,c ~d ,-11,r:; P,e~c,·•;n, Patented ProdL1ct of Safe Drainnlnc 628 Hi Teoh Prk, HD ) Oakdale CA 95361 408-738-6600 408-273-6000 CONFIDENTIAL informalion The Safe Drain is a Patented producl of SAFE DRAIN'MINC other Patents Pending,_ ---.. , ... -.... ; Sl}\4 -· CAGE CODE SDI 110-220 iDWGNO l NONE 0912212015 (sHttr '.REV , B ==· "-···· _,,, -=-·-······-·-·-···-·---:, ---··-·· -- --··------IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAFE DRAIN BY ______ _ DATE ___ _ NTS BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ ACCEPTABILITY DRAWN J. CLOUD THIS DESIGN AND/OR CHECKED DATE 03.01.16 SUBTITLE SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441 886 03.01.16 SPECIFICATION IS APPROVED T. BURTON 03.01.16 ENGINEE APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 APPROVED :;_::::._:..::.::~_.../riJci,rriif'~--j-=-'-'--"'-1.,,~--,~c-c-~~~--,~~-----------------a SHECT riTLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT <ti---llOEIND" SITE 05-YD C511 CL~2 1 f.J"'os"N:;;;o:-. ---------f""co""M"'"P ""No"".-----l~ W3441886 , APPROVED CIVIL MASTER 1-c=~~--------'---------l' RENTON, WA DWG NO. 05-APRON-A-C511 SYM ------------~-~----'-~-------------------- OLYMPIC M1035 D /T LOCKING CLEANOUT RING & COVER GRADE _ l _ r 2#5 REBAR HOOP =~ ,; / .~¥~''(\~ ' ~&d -~ .'I~-:; ,;;_;~I\-/, ~-121 MATCH PAVEMENT SECTION Lj_ _ __t:zzz:;zt, u~,il% -m,,!i J "C. -,_ ~·-.-... ' .,, CONCRETE _/ THREADED CAP ' : ; ·: .. -. APRON - 45· BEND ' TOP V/[W He,,,2-~ ~~ . T ~ '---BOTTOM VIEW ~ 1" DIAMETER PICK HOLE ~ \ 13 7 f ;2"1 :z 13 1/4" ~'I WYE ) HOPE PIPE NOTES: / IF LINE DEAD ENDS, INSTALL WATERTIGHT PL.UG '~ ~L ~ ~ \ 5/8" II \JLZ I [GJ ~J / I -·-D/'!C -~~la" ~ )11 1/~" l1l 20" • CONCRETE -ASTM C94, 4000 PSI, 5% (±1 %) AIR ENTRAINED (ASTM C260) INATER/CEME1\IT RATI0=0.45, Sl_UP=4-INCHS CONSTRUCTION JOINTS • COMPLETE AND CONTINUOUS TO FULL DEPTH ALONG APRON PERIMETER • USE CARSON BOXES FOR SOFT (LANDSCAPED) AREAS. ROOF DRAIN & SUMP DRAIN CLEANOUT NTS REVISION BY APPROVED DATE SYM RLVISION C295-C~2 BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UIILITIES-APRON A Cl PROJECT JC RWS 03.01.16 rti--llOEIND® ' ,,,,,,_~V ~ l~~IJ2 ~ tj ,Vi'/ l;:=,?C·-.,,"""'---ac= 7------L"" -~-:/ol"DIA.SMOOTHBi'R f'IPf. COUPLltlG _,por NELD BARS TO AT I EAST 2 CMP CR CPEP SfAOOI~ CORREGJ\TIO~JS OF METAL PIPE (TYP) IN!rnlUR BOLT TO CPEP SMOOTH INlERICr~ PIPE. NOTE: 1. This det;rls barrier ls for use outside roudwnys 011 plµes 36' <Ila. and srmller. 2. See clrawl~g 223.10 for debris b.urfors on pipes vrojectlng from drlvl!'Nayc; or roadwciy side :;lopes. 3. All steel par!s must be galvanized c1nrJ asphal1 c<Jaled. (Trirnlrnent 1 01 lJetter). 4. CPEP-smootti interior pipe rnquires bl)[Ls to secure <Jobrls barrier 1o pipe. DEBRIS BARRIER ISOMETRIC I/ ' '; 4. MAX, [[Yf') I STD. !'LAN -223.00 1-·- 1 MARCH 2008 -:-~=Tf=B~R-'-'-1 S-"----'B=A-"-R-'-'R-'-'l=E.;._;_R _________ C_29-5--IC~ 2 1 \'l . S'llf/ IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE BY DATE BY DATE BY DATE ACCEPTABILITY vA,c J. CLOUD 03.01.16 THIS DESIGN AND/OR CHECKED SUBTITLE SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441886 03.01.16 ii,<@; 01 WAS1f ~ '<& ~"' j"Q (:}.'\ SPECIFICATION IS APPROVED T. BURTON 03.01.1G t;" t, ;?>9J Er~1.,1NErn ...:..::::.:,.:::'......---liniITR--t-=~'-'--+=---;c==--=--;-;-;-;--,---;c~~-c=--c=c-=:c-:-c=:-c-:------;;c-----::-;c-=-==----lsHEEl TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C512 C43 APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 CHECKED D. MURATA 03.01.16 .<i 27968 APPROVED 1' .,., o.., s'fu1sT!ll'tl! ,,,,. -.. ., " APPROVED $JONAL t,~ -. - SITE 05-YD ' t t-;Jo=a---;,N;,---0. --------+c=o=MP~N~O. ----I ' W3441886 1 1--;;;;;;e,;;;-----'---'-----------'------~ ' RENTON, WA DWG NO. CIVIL MASTER 05 APRON A C512 I . - i / KEYED NOTES 1. WET WELL. TOP SLAB WITH INTEGRALLY CAST HATCHES. COORDINATE LOCATION TO COMPLY WITH PUMP SUPPLIER'S REQUIREMENTS. REINFORCEMENT SHALL ACCOMMODATE H-20 LOADING. 2. WETWELL STRUCTURE 96". TYPE 2 CATCH BASIN PER WSDOT STANDARD PLAN 8-10.20-1. 3. INLET STS. SEE SITE SPECIFIC DETAILS FOR ELEVATIO~I. SIZE AND ORIENTATION. 4. LINK SEAL MANHOLE CONNECTOR ON ALL STRUCTURE PENETRATIONS. 5. CONCRETE FILL, SLOPED TO DRAIN TO PUMP INLET. 6. BASE SLAB TO REST ON FIRM, UNYIELDING NATIVE SOIL. INSTALL MIN. 12-INCH DEPTH 01 QUARRY SPALLS TO STABILIZE FOUNDATION. 7. ALUMINUM ACCESS HATCH, H-20 RATED, LW PRODUCTS HD-2, 48"x72", DOUBLE LEAF NON-SKID COATED. 8. CORD RACK TO ACCOMMODATE 3 FLOATS. FLOATS ARE BACKUP TO TRANSDUCER. LEAD ON, LAG ON AND HIGH LEVEL ALARM. 9. LEVEL CONTROL TRANSDUCER, SIEMENS A 1 OOOi. 10. HIDROSTAL E8K-SS SUBMERSIBLE WASTEWATER PUMPS WITH 8" DISCHARGE PIPING. DUTY POINT IS 1,000 GPM AT 17' TOH, 7.5 HP, 480V, 3 PH, 989 RPM, 10.875" IMPELLER. 11. GALVANIZED GUIDE RAILS, SCHEDULE 40. USE WITH HIDROSTOL RAIL SYSTEM. 12. 8" DI BENll (FL). 13. NOT USElJ. 14. HIDROSTAL DISCHARGE ELBOW. 15. NOT USElJ 16. FLEXIBLE COUPLING, ROMAG 501 OR EQUAL. 1---- i~ ®---...;, 6 I I I I I I_ I I / / // 12 / -/ -----------· ------- -·· ···-·--------___ ........ _ '" - wr-002 --...... 19 ...... ...... ' 0 2 ", \ LIFT STATION PLAN AND ELEVATION SCALE: 1" 2' DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION ORIG 737 MAX FLIGHTLINE UI ILITIES-APRON A Cl PROJECT BY APPROVED DATE SYM JC RWS 03.01.16 17. 4" PIPE SCH 40 PVC. 18. LINK SEAL MA~ll·IOLE CONNECTOR. 19. 96" TYPE 2 CATCH BASIN VALVE VAULT, 4' DEPTH. 20. 8" DI SPOOL (FL X FL). 21. GALVANIZED STEEL OR PLASTIC LADDER TO FLOOR. ALL STAINLESS HARDWARE. 22. 8" DI CHECK VALVE (FL). 23. PIPE SUPPORT. 24. 8" DI GATE VALVE (FL) WITH HANDWHEEL. 25. NOT USED. 26. 8" DUCTILE IROfl PIPE CL 52 (PE), TRENCH BACKFILL IS CDF. 27. LEVEL CONTROL & POWER CONDUITS UNDERGROUND TO PANEL. 28. 36" X 42" HATCH (MIN) RATED FOR H-20 LOADING, LW PRODUCTS TYPE HD-3 OR EQUAL. CAST HATCH FRAME INTO VAULT LID. 29. SUMP WITH GRATE. 30. TRAP ON OUTL[T PIPE. 31. B"xB"xs"" DI TE[ (FL), PIPE SUPPORT. 32. BRACKET TO WALL. 1: 11 I -------------------------.... ·-~-------... ,.,---------1: I ·--·-·---·····J .. ··-·---------·- . -_,,.,_ -... : ~------------__ . -:::....::.·::_. ____ ------------- ---" ------. ----· " ---· -... I ..... _ ... -~-. ---· 16 20 I \ 20 PLAN VIEW REVISION 12 // / / -- 1 I 12 11 I I I J I I I I I I I iii 1·0: I .. - -----------------------------,.,,_._ ---------------.. ------· -----------·""'" ------_ ....... URE-785 4 1--30"--i BY APPROVED DATE ~BOEING" RIM= 21.85 MIN. 12" QUARRY SPALLS _ BELOW BOTIOM ELEV: wr-002 ~ -~ <l .,4 I"'" 1~/-rc-~--'-----;~ " 7.67 HIGH LEVEL ALARM 6.67 LAG PUMP ON 5.67 LEAD PUMP ON 3.17 PUMP OFF 2.82 LOW LEVEL LOCKOUT & ALARM -'/ ' ' URE-785 11n 7 ~ I I, ,\ /I RIM= 21.92 / 1 " 4 ,. 4 ' " ® 12" I.E.= 11.00 12" I.E.= 7.51 ----·IIIV-----------1 ·· ·····----11----------1~ L IN COMPLIANCE WITH CITY OF RENTON STANDARDS 15>----r..-..c,·--1-----l ' 14>--~+---,-+-~-l±=t"=t3 " ,...,-,~ .... \ '--d-i,--1 \ ' 10 ',... --.,I.;:;;~, ;;:j,J --~-: } ' I / ! \ ELEVATION VIEW BY DATE~~~-r---------------------~ BY DATE~~~- BY DATE~~~- BY DAIT~~~- SHORELINE PERMIT MA,RCH 01, 2016 ACCEPTABILITY l-is,J.,,.,Csi,iLO,is'UD'-----!-=0=3.0::..:.1:.:..:.H'-li SUBTITLE STORM DRAINAGE DETAILS THIS DESIGN AND/OR CHECKED ' ' • ' BOT-1.92 ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441886 · 03.01.16 1-....:S::..:PE::C::..:IFIC:,::AT:..:.:IO::.:,N ...:;IS:._:A.::_:PP:..:.:R::_;OV.::::ED:__-ftfT.mlBTI!U RIJT,ON __ 1 0_3._01_. 1_G_Trrnc--;:;=~--::;-:;-=;----;--;-;:;-;-;=;-~~=-;-;=~=---c=~-;---=--::-::-=--c::=---~I SHECT APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT CHECKED D. MURATA 03.01.16 C513 C44 ~ ~J=oa""N=o-. -----------+=c=oM=P-N~o.-----1~ SITE 05-YD W3441886 APPROVED 1 ~"";---------~-------1 RENTON WA owe NO. ' APPROVED CIVIL MASTER 05-APRON-A-C513 \. I I ' . / i-I //· ,• V ,/ / ···-j 1. : _.,,..~ R U N O Fl-FR O M ---------------1. ', STALL A-9 ------:• !! --------------.. ----,. .. --~ . ' ! I ---------------------------- TO SANITARY SEWER I I.E.= 12.13 1-: -··------- -I-+---------- @ 3 I I I~ ·J }--------j @ B ---+---< 9 i------i-- 00 E) ® ® i> '1 11 :@ I ® l@)I I I I ~ i I ~ I I I I I I I -®-- @ I I I I 20 l@)I @ I I 21 I I cl I ~ I 20 I I I I r 2 I I I I I I I I I I I I I --- @ RIM= 21.95 2 11 11 11 11 11 11 11 11 ~ 11 11 11 11 11 11 23 11 11 11 11 11 11 11 11 11 11 ----·-----, .i ff ,II ·• ' • I II. ' 7777T,777m"77/e'//.T/N7N/177N ---,--. ff_ll• ff---S----------jj--1+--+11f-------+-HIT-t1---+ITh.--------------------,=r,,-;::r/777TH777?,l?7,lj77l?///l?77"Z:=TT------- TOP OF EXTERIOR ----- OF VAULT= 19.74 ----- . = = ·= , "11 " ' • . J II ~ 11 II 11 u u·' •.1 , ,u u ,'. ~ ~' ,, " ,,~ "-----------------------, ' ' . " ' ' ,· .· . ' . . ' 1 ~. £1 -;", 7• __ _,_I '---'f---,~-...u,-. 'f--' "'--:-,,---~.,.,.-;.'-1 '--",--~-~--,;--,--,-~-,-----,--.-,....,.-,-,~..,----,----,,----------'c---," __ _ • , ··11· •• II 0 ··11: •• .. ·, , '. ,. • . 4 • ,i •'-1 . . •· I• \ " ~-4 , .;· •. •,. .• _<l 4 TOP OF INTERIOR ------n·-------. -----------~~---'-'-''---'--'-'-'----'--~"--'---~---~~~---~~~--~~~--- OF VAULT= 19.03 1 BOTfOM OF INTERIOR --.. OF VAULT= 9.03 BOITOM OF EXTERIOR OF VAULT= 8.32 ' . . ' ·, . ,: . 1 ' ' .. --- ·' . ' . 5 7 9 11 9 11 8 10 u ll @) SECTION A 11 11 -© 11 11 ! i " 11 9 14 2 30 14 = ·1------ = . -·· ..• _ .. 5 ' 7 • ', 29 = ' . @ \ 0 STORM o:iN SYSTEM l~ --------------.ii 11 ~ 11 11 -------------------------------- I.E.= 11.27 I.E.= 12.05 t-------c------10· -----------! A IUII I ·. --=-llll ll II • . ' PLAN VIEW @ KEYED NOTES 1. OLDCASTLE PRECAST SECTIONAL VAULT. 1024-LA-10, PER DETAIL 4 ON C516. 2. ALUMINUM ACCESS HATCH LW HD-1 B (36"x60") NON-SKID COATED. 3. LINK SEAL MANHOLE CONNECTOR ON ALL STRUCTURE PENETRATIONS. 4. BASE SLAB TO REST ON FIRM, UNYIELDING NATIVE SOIL. INSTALL MIN. 12-INCH DEPTH OF QUARRY SPALLS TO STABILIZE FOUNDATION. 5. LADDER PER CITY OF RENTON STD PLN 204.60. 12. 13. 14. 15. 16. 12" COUPLING 12''x4" DI REDUCER PIPE SUPPORT. 12" DUCTILE IRON PIPE CL 52 (PE), TRENCH BACKFILL IS CDF. 12'' BLIND FLANGE. 6. FLOWSERVE LIMITORQUE ELECTRIC ACTUATOR, EXPLOSION PROOF AND WEATHER PROOF. 17. APCO 143C 1" COMB. AIR & VACUME RELIEF VALVE, SINGLE BODY. 1" TAP ON TOP OF TEE WITH 1" MUELLER CORP. STOP. 7. 8. 9. 12" DI 90' BEND (FL). 12'' DI 45' BEND 12x12"x12" DI TEE. 10. 12" DI SPOOL (FL). 11. 12'' BUITERFLY VALVE WITH ACTUATOR. DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM IIEVISION ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT 18. 19. 20. 4" DI 45' BEND 4" DI SPOOL (L=24") 4" GATE VALVE (FL) WITII HAND WHEEL 21. 4" KROHNE OPTIFLUX 4000 METER, SUBMERSIBLE, 120V 22. 4" DI SPOOL (L= 12") FLOW DIVERSION SYSTEM VALVE AND METER VAULT SCALE: 1 "=2' *NOTE: FOR RIM ELEVATIONS SEE SHEET C451. BY APPROVED DATE SYM REVISION BY APPROVED JC RWS 03.01.16 DATE RIM= 21.95 11 11 11 11 ii I I I I ff/ 2 ff 11 ) ------.=~=w,-,!f,,!h,,,,)lb,7777,'7fr?,7777777777'7777C'r-"'-*,1--'+, ---c---------------- ! . ;: • i II; ; "· II II L:: .u::-;-)f LI TOP OF EXTERIOR --.._ OF VAULT= 19.74 11 <=lb 11 --.,_...__ --·--_J TOP OF INTERIOR ----t~ OF VAULT= 19.03 -l J__ ---- '' 1 ' . . ' 23. GROUT THE BASE OF THE VALVE STANDS AND SEAL ALL OPENINGS TO PREVENT SURFACE WATER FROM ENTERING VAULT. 24. 8"X8"x4" DI TEE 25. 8" COUPLING 25. 8" DUCTILE IRON PIPE CL 52 (PE), TRENCH BACKFILL IS CDF. 27. 8" BLIND FLANGE 28. 42" ROUND LID, TRAFFIC RATED. SUMP PUMP, HYOROMATIC 0SP50 AB, 1750 RPM, 120V, 1 P, 1 /2 HP. I.E.= 12.13 BOITOM OF INTERIOR ---- OF VAULT= 9.03 .. ' ' . . 17 . . ·' . ..... t f-------------- ' I' '1 i ., ' 1 I · j .. ·" , j 1 I~, .. ~-~,-.-. -. ----~ . '. , . '., ' . 1 : ..,0 ' ' ., ' .. I! ,, .. . . ·. . ' I.E.= 12.11 29. 30. 1-1 / 4" DISCHARGE HOSE, CONNECT TO 1-1 / 4" CORP STOP IN PIPE SPOOL UPSTREAM OF SANITARY METER. BOITOM OF EXTERIOR ---l:tiE~wwm&"irt~~~F".ITT~uffi'WWmITTn OF VAULT= 8.32 DRAWN ACCEPTABILITY J. CLOUD THIS DESIGN AND/OR C ED DATE SUBTITLE 03.01.16 SECTION B SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS r,. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ BY ______ _ DATE ___ _ ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441885 03.01.15 SPECIFICATION IS APPROVED T. BURTON 03.01.16 ENGINEER APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 ~~:';='.'--/ri~mf"'-----t--"='-"-'-1Tiiu:onc'iM~rn~-.:VmNJ11Wc°l1TI1mc'c°ADi5'mli:"'rToi:)(\IITT:-----j SHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C514 CHECKED C . D. MURATA 03.01.16 APPROVED <ti-BOE.ING• SITE 05-YD ' 1--,J~OB~N~O-. -----------l~co=M=P~N~O.-------l , APPROVED W3441885 t 1-ccc~~-------~---------1 RENTON, WA DWG NO. 05-APRON-A-C514 CIVIL MASTER )\ l\ )\ I; I I, I, i I ! I 11 I; i: I 11 I 11 i I 11 I' I I I 11 11 11 11 I' Ii I I' I 11 11 11 I, I, I 11 i I 11 I' ------------,-'t,-' -""l]_,""'",'--~c"iri-r=! 1---ici-, .-,m, !: ,;\i[j,,!'~'*'?~2:rr========---------RIM= 21 .95 -----=-=-=-==-=-=-=--=-==~---1;,·;-:,,ll 1:,.1i_-+fJ_;~\T 31,;_,,,tm~P1~, i-;1>-' ------------- _, 1; F 1 I! ., ~ IL . a II, I * \I ~ I' " l i I' :i I j; I' , i I" II.~ ·:_; L, !; ~ £\ \I ,.11 "li . • '.11 ;1, !!\ i.: ~.1··-----~ , ., :: :: ,;., • ' ;_:_1 1/ ,-----·: .. 11 1:1 1: • ,; ~: 0··1( II ., ________________ _ ------------4 :r . ·_, ·!1 , ·.d , •. ·>----------------------<l )l ,1 ,14 ,, JI,, " ·" ll & • I I ' ., n ,. H 11 . • ,"-L , ,:, ii': :_-, ', i ·.. :: ,::·-'''' __ ·L----------TOP OF EXTERIOR -----------.-----~·-·~:1:1_·'",,~:1'~-1-:: ,---, :: . C -:: ; ' -_ 11" ' -4 , 11 ,, ------------'L_ --------OF VAULT 19 74 11 , _JL ------,L --~-'--"""' '~~--~ • . , i.-1 .. · ·_ -• • 4 ',I c1 ,·,11 . = . --. . ,. . . q • ~ .. n ,:::~:::,--___ ) H ,i;li _, .. . ~i-'~· _'•c_•__,_.-"'n~---·'--·~-~1~: ._-_· -_-_ .. _ CL ---;, ----,-,.~----------TOP OF INTERIOR ----------,~--:.r-'-·-'--~·'--'--'-~:=i_-·~'-~---'L -----L -••• -'. ' ' • '• 1 . ' • ' , . - . • @ KEYED NOTES SECTION C c--, OF VAULT= 19.03 -- .. , --ceca® /5 ( -----;_:-=..J -- SECTION D . . .. ' " . -- • a - 12.05 1. OLDCASTLE PRECAST SECTIONAL VAULT. 1024-LA-10, PER DETAIL 4 ON C516. 12. 12" COUPLING 23. GROUT THE BASE OF THE VALVE STANDS AND SEAL ALL OPENINGS TO PREVENT 2. 3. 4. 5. 6. 7. 8. 9. ALUMINUM ACCESS HATCH LW HD-1 B (36"x60") NON-SKID COATED. LINK SEAL MANHOLE CONNECTOR ON ALL STRUCTURE PENETRATIONS. BASE SLAB TO REST ON FIRM, UNYIELDING NATIVE SOIL. INSTALL MIN, 12-INCH DEPTH OF QUARRY SPALLS TO STABILIZE FOUNDATION. LADDER PErl CITY OF RENTON STD PLN 204,60. FLOWSERVE LIMITORQUE ELECTRIC ACTUATOR, EXPLOSION PROOF AND WEATHER PROOF. 12" DI 90' BEND (FL). 12" DI 45' BEND 12x12"x12" DI TEE. 10, 12" DI SPOOL (FL). 11, 12" BUTTEF<FLY VALVE WITH ACTUATOR, FLOW DIVERSION SYSTEM 13. I 2"x4" DI REDUCER 14. PIPE SUPPORT 15. 12" DUCTILE IRON PIPE CL 52 (PE), TRENCH BACKFILL IS CDF. 16. 12'' BLIND FLANGE. 17. APCO 143C 1" COMB. AIR & VACUME RELIEF VALVE, SINGLE BODY. 1" TAP ON TOP OF TEE WITH 1" MUELLER CORP. STOP. 18. 4" DI 45' BEND 19. 4" DI SPOOL (L=24") 20. 4" GATE VALVE (FL) WITH HAND WHEEL 21. 4" KROHNE OPTIFLUX 4000 METER, SUBMERSIBLE, 120V 22. 4" DI SPOOL (L=12") SCALE: NTS *NOTE: FOR RIM ELEVATIONS SEE SHEET C451. DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVO 88 ADD 3.556 FEET TO ALL ELEVATIONS. SURFACE WATER FROM ENTERING VAULT. 24. 8"X8"x4" DI TEE 25. 8" COUPLING 26. 8" DUCTILE IRON PIPE CL 52 (PE), TRENCH BACKFILL IS CDF. 27. 8" BLIND FLANGE 28. 42" ROUND LID, TRAFFIC RATED. 29. SUMP PUMP, HYDROMATIC OSP50 AB, 1750 RPM, 120V, 1 P, 1 /2 HP. 30. 1-1 / 4" DISCHARGE HOSE, CONNECT TO 1-1 / 4" CORP STOP IN PIPE SPOOL UPSTREAM OF SANITARY METER. DRAWN DATE SYM H['IISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTAB1Ll1Y J. CLOUD 03.01.16 b ~I NOTES vc'""~,---·~· 1--=-1t~~~:-:-:. GRI\Vt=LBACKFILLFUR 6r ~~~· ., -". PIPE /.ONE BEDDING SEPARATE BASE PRECAST L No steps are required when height is 4' or less. . CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) l·IANDHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAri 1\DJUSTMENT SECTION --------------····--~··---·····---·······--···---·------ CATCH BASIN DIMENSIONS . ----'"""" --------... ---------------·-·--- CAfCH WALL BASE MAXIMU,\.~ ~:~6~ BASE REINFORCING STEEL BASIN fHICKNESS rHICKNESS KNOCKOUr BETWEEN 1--''_'if_tl_N_EA_c,~I D_IR_EC_T_ION_--j DIAMETER SIZE KNOCKOUTS SEPARATE BASE INTEGRAL BASE f------+----+-----f---0-----j -----------r-------1 48" 4" 6" 36" 8" 0.23 0.15 f------+---------f---------l------+----+-----; 54" 4.5" 8" 42"' 8" 0.!9 0.19 60" 5''--+-,~,, --+-48:;--+--,,,-+--o·-_,-, -+--,cc,,-:-5 --i --------,-----j-------j----,-----;-----~ 72" 6" 8" 60"' 12" 0.35 0.24 f-----+----+----1------j---+------+------ B" 12" 72" ·12" 0.39 0.29 84" f----1----1----1---------·----------· -·- 96" 8" 12" 84" 12" 0.39 0.29 ----------~---~'---------+------~------- --------~------------------, PIPE ALLOWANCES CATO\ PIPE MATERIAL WITH MAXIMUM INSIDE ~1~·~~!~ BASIN ALL SOLID PROFILE '.!. Tt1e boltom of the precast catch basin may be sloped to faci!itflte cleaning. CONCRETE CPSSP WALL WALL DIAMETER METAL (() PVC(.') PVC@ J. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill tt1e gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rlngs, risers, and coJslings shall be set in mortar in accordance with Standard Specification 9-04.3. 48" 24" 30" 24" 27" 30' 54' 30" 36' 30" 27"' 36" 60" I 36" 42" 36" 36"' 42" -f-----.---~--+---+-----1 72" 42" 54• 42" 35" ,1a· f-----------+--+--+---+---+ 84" 54" 60'' 54" 36" 48" j----1----1----+---t----+-----~ _ _l __ ~'-' 72• 60" 36" 48' -~---+-------------~ 0) Corrugated Polycthyle11e Storm Sewer Pipe (Std. Spec. 9-05.20) @ (Stci. Spec. 9-05.12(1}) Q) (Std. Spec. 9-05.12(2)) PUBLIC WORKS DEPARTMEN't CATCH BASIN TYPE 2 STD. PLAN -201.00 MARCH 2008 RENTON CATCH BASIN TYPE 2 -(L'\ SCALE: NTS C295-C29!_ls515 -------'---, ' I.. t IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUBTITLE SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS BY _______ _ DATE ___ _ BY _______ _ DATE ___ _ BY _______ _ DATE ___ _ BY _______ _ DATE ___ _ ~OWL CURRENT REVISION SYMBOLO R I G DArE W3441886 03.01.16 ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC 03.01.16 RWS ~OE.ING• THIS DESIGN AND/OR CHEc,cD 1---......::S:_:PE::'.:C:'.'...IF:.::ICA'.:_'.T_:::IO.:.::N...::IS:;_:.::AP...::P.:.::RO::_:V;::ED:'..__---11:1T.'KBill'U!EREfTO(-N __ ---j_o~3~,0~1~.1~6"\cnruc"'c,i:;;=,;;;;:;--=,c;=,--.,-,;;--;=,lf'LJTli-.:ti:,---,--rrii'ri'ii°c"---,;;)D/"'---,--,;;,--;c;;c;;,Tcrcr"---,sHEET 1""81 """" TlfLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT C46 C515 " R. SCHILDGEN 03,01.16 APPROVED BY DEPT. DATE . ' CHECKED r ' f-J-OB_N_O.----------t-c-o-MP_N_o_--------1' W3441886 ~ 1-=~~---------~----------1 RENTON, WA DWG NO. 05 APRON A-C515 ----------~ D. MURATA 03.01.16 SITE 05-YD APPROVED APPROVED CIVIL MASTER '----'----------------------'----'----_J----'---''--------·-----------~---~---~---~------ ' ; llmlts or pipe comp~<:tion 1' -O'' lln1ils or pipe compncllon I 0.1/i Q_O_ min_ 0.6'> O.D. min. gra~~I b~d<.1111 fm ~Ip~ hddiny A. Motal and Concrete Pipe • 1 I J m<U• :C'" O.l5~$<>nin. L ll1111is of pipe con,p,iction --G°'9s riso r11ln. -----. g1avd backfill for pipe lmdding ... _ --!o-gr~oel backnll for ruundatlons when $p~~W!!U u. ripe: Arch Installation Rigid Pipe NOTES: 1. Pipe compaction Umlts et1own an this plan are for pipe conslruclion ln an emtxinkment. For pipe construction in a trench, the horizoritul limits of !lie pipe compaction zone sh<1II be lhe walls of th€ trench. 2. All slee! and aluminum pipe and pipe-arches stmll bs installed in accordance with design A. 3. Concrete pipe with ellip\ical reinforcement s!wll be ir1slallel.! In accordance with design A. 4. Concrete µipe, plain or with circular reinforcement, shall be Installed with design /1. 5. O.D. [s equal to the outtilrJe dlemeter of a pipe or !he cutside span of pipe-arch. The dirnerisions shown as O.lJ. w!th 3' maximum st,ull be 0.0. until 0.D. equals 3': at wr1ld1 poi11t 3' sl1all lJe used. • 1'-0" for diameters 12" t!if()ugh 42" and spans through 50". 2'-0" for diametern greater than 42" and spans great8r than 50". b,;,Jding m~1e,fal fer flsxji;,le piµe (sae not~()) founda1ion \ Jevd \ W(~eenc!e4) llmll of plpo wne "' O.D. • A= 4"mi11. 27" 1.0. a,yJ urn.for o,• min., nw,r27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support um)cr barrels. 2. Hand tamp under l1aunches. 3. Compact bedding matBrial lo 95% max. density; directly over pipe, hand !amp only. 4. Seo "Excavation and Preparation of french" in sanitary sewers section of tl1e sWndari.! WSD0ffAPWA specifications for tre11ch width "W" and tte11cl1i11g oµl1011s. The pipe zonl;Jc will be the actu.il trBnch width. The minimum concrete width shall b€ 1 ~ I.D. = rn·. 5. Trench backrill slmll conform lo "Backfilling Sewer Trenches" in tho sanitary sewers section of the 1NS00'! IAPWA sta11dard specificiitians, except that rocks or lumps larger than 1" per foot <if pipe diameter shall nol be used ln the backfill ma!erlal. 6. See "Bedding Jo.1aterlal for Fl':'xll.ile Pipe" In aggregates secfion or the 'NSDOTIAPWA standard specifications far the rnatArial specifications. Backfill maler!nl placed In 0.5' loose layers and cornpacted to 95% maximum density. Mellmd B or C campaclian rNSDOT/APWA) standard speciricauons.) Min. dist. Pipe Size between barrels circular pipe 12"" to24" 12·· cone., LCPE, Cl'v1P 30" to 96" diarn. / 2 (diameter) 102" to 180"' 48" pipe -arch 18" to 36" 12·· metal only 43"' to 142"" span/ 3 (span) 148"" to 199"" 48" STD. PLAN -220.00 PUBLIC WO[IKS DEPARTMENT PIPE COMPACTION DESIGN AND BACKFILIL MARCI! 2008 TYPICAL STORM DRAIN TRENCH SECTION NTS OPTIONAL TOPS AVAILABLE TOP-- RISER----.......,, -. RISER~"-, ~;>&-t"'-. OPTIONAL RISER HEIGH r: 3'-0", 3'•6", 4'•0" & $'-()" Noles; -l(,,c::okoLits, blockouts, t.,,m-o--ducla, ond cot.le pulling ln~erts as re.;iuircd. -C-0r1trnolor ;s rnsponslblo for supplying crone to set ond <1ssemlile vault. _::_Olhec sim ""'ilT~ ~ --·--·--- Vault lnsld~ lt10/de Outsld~ Oulsfd"u a~sn No. Width Lo11,1U1 lti/d!h L1•ngtll No. W&roht ---.------------- VARIABLE SIZE Clll'IR'I' G20-LA·1U 6'-0" 20'-(/" i"-4" 21'-4" 620-B 22,600 It,,:;, a !a,LA-10 8'-0" 18'-0" 9'-4'' 19'-4" 81lH3 ~~2~0 lbs. "" ---· -1020,LA-10 10'-u" 20'-0" 11'-4" 21'-4" 1020-8 35,290 lbs. 1022·LA-10 10· o·· 22'-o" II" 4" 23• 4•• 1D22 a 38,620 lbu-. 1024,LA,,10 !O'-·O" 21· o" 11· 4° 25' 4" 1024 8 41,960 lbs. LARGE SECTIONAL VAULT S-Tan Lift Anchor GalvanilG\l "c" Chonnel (A3 ReqHired) 42" DiCl. Access (2 Placas on fop) B-fon Pull/Llfl /\nc!mr 1 620-LA 818-LA 1020-LA 1022-LA 1024-LA 5'-1 f (Shown) J (Shown) l{fsar ,,, tio. Wa!gnt -tlo, ·-Wll}~ 620-R-60" 28,150 lbs. 62.0-T-42EE 19,760 lbs. . 816-R-60" 28,150. lbtt. 818-T-42~E 23,350 lbs. ---------··- 1020-R-·DO" 32,800 lbs. 1020-T-42EE 32,460 lbs. 1D22-·R"·60" 3J,300 lbs. 1022-T-42E£ 35,770 lbs. 1024-R 60" 36,350 lbs_ 1024·-f-42EE 39,110 !bs. -·· S<:ale. 3/lo "" l -0 .. - 0 Oldcastle Precast' SECTIONAL VAULT SECTIONAL VAULT Fife Name: 020UCP-LG-SECTIONAL 1 -SIZE AS REQUIRED - PO Box 323, Wllsonvl/le, Oregon 97070-0323 Issue Date: 2011 POWER/ WATER/ GAS Tel: (503) 682-2844 Fax; (603) 682-2657 oldcast!eprecastcom/wllsonville 31.0 OLD CASTLE SECTIONAL VAULT URE-786 NTS *NOTE: FOR RIM ELEVATIONS SEE SHEET C451. SYM HEVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT JC RWS 03.01.16 SYM 12" 6'B MAX. i' ---· ·1 . . ; 'c' .• 7' MIN. ... ~ .. . . 12" ' . . . ·, .• j . ,. . · ..... .'.".-:;... ., •. 'B' I NOT TO SCALE 'A' ·s· ·c· 48'" MH 48" 6" MIN. 5"MIN 54" MH 54" 8" MIN. 5.5" MIN. 60" MH 60 11 8" MIN. 6" MIN. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 'D' 24" MIN. 24" MIN. 42" MIN. MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER CASKETED JOINTS IN ACCORDANCE Wl'fl-1 ASTM C-443 STEPS -POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER-POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE -'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'E' 21" 1.0. 24" 1.0. 30" I.D. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OE SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) 111TH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE 111TH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6'" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2" DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAv1NG. ~ PUBLlC WORKS ~ DEPARTMENT STANDARD SANITARY MANHOLE STD. PLAN -400.l SEPTEMBER 2011 STANDARD SANITARY SEWER MANHOLE NTS LARGE SECTIONAL VAULT 1- r--------------------------- ( I I I I I I I I I I I I I I ' I I I I I I I ) t 0 A '-----------·------------···-__ J --(8) -8-Ton Lift Anchors GolvoF1izod "C" Channel -As HequJred Grounding Inserts -As Required Butyl Resin So<ilanl (rw.) w -----~ C ~c See Odoi! - Ll!e.l' "' 1 ~~~ •. ~c·c~~LJ t 1Lc·,,o_·'-'·bC-"~-=----~'--Ton Pull/Lift /\nc!ior B (4 Eoch End) A --··----···---·--- $ECTJ0N AA VARIADLE l;i.i!E CIIART ~-~---~~ Vnuft ABC 0 ' No. ------ __!20-L~.'.10 21'-4" ?::~~: 7'-~4" 6'-o" 10'-o" ars.LA·1D 19'-4" 18'-o" 9'-4" e·-o· 10'-o" -·----~ 1020.LA-10 21'-4" 20'-0" 11'-4" 10·-o· 10·--o" ·----·-· 1022-LA,10 2::1'-4" 22·-o" 11'-4" 10'-o" 10'-o" 1024-LA-10 25'-4'' 24'-0" 11'-4" 10'-o" 10·-o· '----' 1l" 8UTYL RESIN SEALANT (1 PER JOINT, TYP.) CORNER PL,\ TE RISER JO/NT DETAIL -,--,·----... : ___ . ___ b_ ---·,=-r- 1 I I I I I I I I I I I ' I I I I I / I "'"'="""" .. """"""""=""°' I I I I _}+--------~H=I I I f-- 1 I ""'"""""'"'"'====,..,, r I I I I I I I I ! I I I J I . •' , "--_;:----:_,.---~~~r .. c----- ENDVIEW ' - 11'-8" ----·- 11'-8'' ---- 11'-8" 11'-El" 11·-a· CONCRETE 9NlAST Coll.AR, 1'0x1'W 32 CF. TOP No. ""'-T .. <A---~ 11,025 lbs BASE ASSEMBLY No. 612-B-SA 25,420 lbs. Base Boffl<,:;; Weir fo\ql 21,660 lbs. J,t.:Jo lbs 310 lbs 25,1t20 lbs. 4" PVC OUllYf l'IPf:c w/J"eg (4) -4 Ton lift Anchors 612-SA-3000 (.J) -· tfo 24 x 4 Ccdings (Bait-Down and (;oskeled) 24" Clear Access 2" \lenl ferrn--A Duct (1 Each End) 6'-5" 7'-1" 612-SA-3000 12·-11" ~ 5:!_" f--------12'-o" -l -sr ----,-2·-,·· ---1----4"-2j"" ----i---4"-2j" --·+·-2·-1· -__ L_ 1 ___ ._-~~~~:_-_--:---2,-r--:-s-10r 2·-10t --1·-0" . 2·-r--:-- -~' I < ' '~ -'r?'c",~-::-====r:-,!= = = = === = = = = = = = = = == = = = ==rt=r i= =--=~,71 II I l:...iy I I S° I II II I I I I I I II II I I I I I II II I I I I I II 11 I I I I II 11 I I I I II II I __, f I I .,V II Ii I / I I '\ ", I I "\ II 11 I / I / I I I \ I II [jH-n-+, I I Ii I rrft'"-ilfi{ : -<11--,,LJ_'i,,, I I ti I ._.,f-U..--11-·'·-···-' . . I ~1,1 II I I I l I ; I IJ 11 I '-...._ I \" I \,._I / II IJ I _I I kl II I! I I I I I II II I I I I I II Ii I I I I II II I I I I II 11 I I I I I II I II I I_ a I I c-! I I 11 -----. ~ =;;;; ;;;;";;;;;; =:;;;;;; =;;;;;; =;; ;;;;;;; ;; ;; ;;;; =;; ~ _;;;; ;f';.:::::=;; ~='-'~ -'-~-'-----// \,> I ( 4) -4-Too Ult Anchors 4 Ton Lift Anchor (Each Comer) PLAN VIEW Castings Not Shown 4" PVC INLET PIPE w/Tee 'v ~,-t-1 ~~ / CONCRErE Bill.LAST COLLAR, 1'0x1'W 32 CF. Note: -Contractor is responsiOle for supplying crnne t1J ;3et cmJ US'JP.rnl.,I;, wiull. 0 Oldcastle Precast· 612-SA-3000 File Name: 020EC0612SA-3000 ~ "IAPMO Listed" -The Oregon Stale Plucnbing S;::,ecially Cude, under 918-'1/0-0050, requires that plumbing fJl'Oducls s,J!d in Oreg,,r1 rnust be listed by ,:r1 organi;;otion upproved Uy lhe Board to certify pl1Jmbing prnducls for conforrr1m1ce with product st(mdurds approved by lhe fJoord. 1/,PMO (Intl. Assoc. of Plumbing & Mech. Officials) is o lib'ted Orljunizo\Tor1. 612-SA-3000 PO Box 323, \Nilsonville, Oregon 97070-0323 Issue Date: Revised 8-_2_8·_1_4 ______ _ OIL/ WATER SEPARATOR 3000 GALLON -API STYLE Tel: (503) 682,2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville ~----------------~--- 113.0 OIL WATER SEPARATOR 612-SA-3000 OWS-058 NTS -MANHOLE RING ANO COVER 1[ ~Ji ~ ----~~ lrl--------~----+-<.........__~ ClRCUlARADJUSTMENTSECTION(TYP.) :'. ~ ECCENTRIC CONE SECTION 48', 54", OR 60' PRECAST RISER SECTIONS ='·. STEPS OR LADDER ·, l -CHANNEL AND SHELF REINFORCING STEEL (TYP.) "{Y" RING GRAVEL BACKFILL FOR PIPE ZONE BEOOING SEP ARA TE BASE PRECAST INTEGRAL SASE PRECAST WITH RISER STORM DRAIN MANHOLE TYPE I Notes: -Designed in accordance wi\h ASTf.1 C 890 For AASHTO CIS20-44 '1ehicle loading -Flow Rote 200 GPM bosed on 15 min, retention time. -Mllnofaclurer's recomrnend,itions: 1.) Ventilal<1 G-OCh end to open oimospher<:. ' •O PNEUMERATOR LS600 LIQUID LEVEL FLOAT SWITCH. SEE DETAIL 5 ON C509. 2.) Prior to "Start Up" of System, fill with ~lean woter to bottom of QUUet pip'c! (opproX-arm foo\ deep). Far best results, fill lo flow line. J) Follow Regukir lnJp<,dian Clem,ing & Moir1bmonce Sclioodule (See Clerni Cut & MC1inler1mH'<1) . l,1 Oldcastle Precast 0 612-SA-3000 File Name: 020EC0612SA PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: Revised 8-28-14 fol: (503) 682-2844 Fax: (503) 682-2657 o Id ca stl epre cast. co m/wi lso nv ii I e 113.1 NOTE: SEE SHEET C451 FOR RIM ELEVATIONS. NOTES 1. Knockouts shall have a wall thickness of 2'' minimum to 2.5~ maximum. 2. For pipe allowances, see Standard Plan B-10.20. DIAM. 48" 54" 60" MANHOLE DIMENSION TABLE MJN. WALL THICKNESS 4' 4.5" 5" MIN. MAXIMUM MINIMUM BASE KNOCKOUT DISTANCE THICKNESS SIZE BETWEEN KNOCKOUTS 6" 36~ 8" 8'" 42" a·· B" 48" ••• MANHOLE TYPE 1 STANDARD PLAN B-15,20-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 612-SA-3000 OIL/ WATER SEPARATOR 3000 GALLON -API STYLE C293, C296 C516 ' .. Scale: J/1G".., 1'-o" 0 Oldcastle Precast" SECTIONAL VAULT SECTIONAL VAULT -SIZE AS REQUIRED - POWER I WATER/ GAS IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. File ~forno: 020UCP-LG-SECTIONAL2 --l PO Box: 323, Wilsonville, Oregan 97070-0323 Issue Dc1to: 2011 c_ __ T_,_1,.:(s_o_,:..I 6_s_2_-2_B4_4 __ F.:'.:":.<'.::'.::':..I '.::'.:'·.:'.:.".::'_1"'.oldcast!eprecast.com/wilson_v_lll_e~.---------------' 31.1 C296 C516 REVISION BY APPROVED DATE BY ______ _ BY ______ _ BY BY ______ _ DATE DATE DATE DATE ACCEPTABILITY DRAWN DATE J. CLOUD 03.01.16 THIS DESIGN AND/OR E SUBTITLE SHORELINE PERMIT MARCH 01, 2016 STORM DRAINAGE DETAILS ~OWL CURRENT REVISION SYMBOLO R I G DATE W3441886 SPECIFICATION IS APPROVED T. BURTON 03.01.16 ENGi EE ::.._:.::..:...:.:.:::::::~-IFNr.iKlfl'l-,---1-----t=c"-===:-c=cc-cc~=-;=;-;-;;-;-;c;~=-c====c--;--;:==-c-ccc-====----j SHEET TITLE BOEING 737 MAX FLIGHTLINE UTILITIES-APRON A Cl PROJECT APPROVED BY DEPT. DATE R. SCHILDGEN 03.01.16 03.01.16 r ~BOEING® CHECKED D. MURATA 03.01.16 APPROVED SITE 05-YD ~ 1-J"o"'ac-cN"'o-. ------------t-c=o~M~P~N"o~.--------< 0 C516 C47 APPROVED CIVIL MASTER RENTON, WA ~~c----'-W:..:3...:.4...:.4.:.c18:..:8...::.6 ___ -'--------l t DWG NO. 05-APRON-A-C516