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HomeMy WebLinkAboutSWP272265 JIB - - :. � _t,.. sue. �.� �; _.�✓✓�} ��� r{Y it 4 r; i',ICY+`•�.t».< �'F ���t�-.1" �•.i. ��: •C )'S'�'-. 'ELF�'_. 1 y�+ 1� Y� 'i ,ate - j i''�•;ic��." � j � � b to `•�� '40 �Y 04,fil ,lip' a A 7f-s�l`'�•" y.Y�,1 ,�9G�^�. 1 y� �.Mf �.'� /f�, T�S, 1 �,'F`Iy+y(1�.{..I-. WA a � T 1 M v,;,ii6Y i0M � F- i i '4� r= . � �, �'h '� i ,� ..� - ��., _.—. -. ;r � � � �� ,' . ,_ _ _ . . _, _ _ ��� � �r. ��.��!.� .. , ,p�� a _r� _� � Ii1 _��,.. R . -- ��; ��3 :, ��, !'i r v �� �`i l aF i `� +,►'. ^'��Y '�, f ,' J +., f� r -.. _ `•q;S*R _fir _ .p is CITY OF RENTON A� ��t ���� ; - Planning/Building/Public Works 200 Mill Avenue South - Renton, Washington 98055 f�vuse� may Al - Alt-, 36 " 571-1,r3 • �Gw ,J 6�� �''l�? 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STORE NO. 269 NAME DATE - ADDRESS 1 PHONE _ 52F) CHECK FILM BLACK AND I KODACOLOR I KODACHROME EKTACMROME OTHER COLOR PRI T WHITE Film Film Film FROM SLIDE DEVELOP AND PRINT ORDERS REPRINT ORDERS NO. OF NEGATIVES OR SLIDES FILM SIZE NO. OF PRINTS FROM EACH SLIDE OR NEG. NO. OF ROLLS ENLARGEMENT SIZE NO. OF PRINTS FROM EACH NEG. DUPLICATE COLOR SLIDES INSTRUCTIONS PRINTS VF PRICE W MADE DEV. PRINT TOTAL TAX TOTAL chalet Igo r'a'n,e 14 :;X,.: 12 EXP jei prsin s: i3 i 0 � 04* I 11 4 8lb JA I I Read this notice:The return of any it,_ print to us for processing or any other pur- pose,constitutes an agreement by you that if any such film or print is damaged or lost Use for only by us it will be replaced with an equivalent Y amount of unexposed film and processing, one type of film Except for such replacement,the handling of such film or prints by us is without war- ranty or liability even though damage or loss is caused by negligence or other fault. 1 • Shod Plat (SHPL# ) REQUEST FOR PROJECT# Prelim.Plat (PP# ) CAG# ) To: Technical Services Date WO# �j S Z 1-1 S Green# From: Plan Review/Project Manager DA k7 i e f CA rc r/ Project Name /y 6 u.tt Y1 W A V �-o r n, s y r 14,(e rh e, f (70 characters ) Description of Project: _Ae,414t(e- ex, 211-ih'6 pie_ a I lk y 5'b L E o 4 h� � Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24'OCircle One: New or Extension Address or Street Name(s) 8 o o 8) , k k c r (A)r,Y Dvlpr/Contractor/Owner/Cnslt:: N A I K" I C k,'n --C o, cl o n $ AsJ o c,, C i fv Sit--t G C✓R�e (70 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline ❑ Trans-Storm ❑ ❑ (Roadway/Drainage) (Off site improvementsXinclude basin name) (include T_SC sheets) ❑ Transportation (Signalization,Channelization,Lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Sewer Main(include basin name) ❑ Water (Mains,Valves,Hydrants) ❑ ❑ / (Include composite&Horizontal Ctri Streets) Suface Water 10 — &,it La ke. W A r, 46n 91*' t Improvements (CIP O//NLY)(incllude basin nam TS Use Only (,l� - a-7-a'-) -k r• A----A I_ZQX C_ - _._ __. Harp• o Z J N o 9 R o 5 E o 9 W o M o LEGEND n[E M Yj (OH -h ABANDON PIPE p AREA INLET ��f �f ��f �� EXST,CB OR CONC.INLET —AG— ACP GUTTER I —> - EXST,DITCHES �� DETENTION TANK EXST,CULVERT\STORM SEWER m DROP INLET TYPE I EXST,DRAINAGE ® DROP INLET TYPE 2 c - ——G BURIED GAS LINE GRATE INLET -aP——BP- BURIED POWER CB❑ PROPOSED C8 a w c -Sr——er• BURIED TELEPHONE ClCI PROPOSED CONC.INLET -OP——op- OPTIC FIBER CABLE O PROPOSED CULVERT av——OF- OVERHEAD POWER PROPOSED DRAINAGE ¢ w w w ¢S z -or——oT- OVERHEAD TELEPHONE Q PROPOSED MANHOLE N s——s- SANITARY SEWER 2�T¢ PROP,WALL o a« w- -w- WATER LINE CPS Q OIL\WATER SEPERATOR --- WETLAND BOUNDRY ® SLOT DRAIN N N -DD—W— UNDERDRAIN a c,MH 0 / ¢ I / / N 21'CONC PIP E: 00 ---- 2 // 1 T 6 --------------------- --- ----------------- N 8 9 ----------- - o 0 ,o; CO I/ --- s— --s--s--a--s--s s HOUSER WAY n / H --------------- CO HOUSER WAY — — s --------- -------------------------------- PIPEs ------ ��- , s--s--s--s 12„ DIs2'P�SSP_s--?——s— s B T1 s C- -C_ --_----_- ----O kk P I / s- -s--s--,: s--s--s- - ---- - CB T2 / s——s——s— —s— —s— —s— — 4''PESSP- 2"PESSP-------- -5 cIJ 42"X29" CMP 2 - - --- -------- ----- - a""= SAME MH T3 ---------- _ -- -- -d --- -- ---�- c�42"X29" CMPA v 42"X29" C C6 42'X2 "CMP --------'- TO BE CONNECTED BY OTHERS ----- IO______._ � m (SEE SHEET D 4- com " q i 'L O T I V V �r :-rrrris irrrisir�rr rririrn5 12" DI PIPE- MH-T3 \Y\ I rirrsrrisirisrrrrrrirrrisrrirrrrriririr rrrrrrrrrsirisrr-.rrrrirrs H¢ v ?rrrrrrrrr/irrrrrrrrrrrrrrrrrirrrrrirrrrrrrrrrrrrrrirrrrrrrrrrrrrrrrrrrrr� 6 ` l � �rrrrrrrrrrrrrrrrrrrrrrrriri-rrrrrrrrrisrrrrrrrrrsrrrrrrrrrrrr SSA MH-T 3 -----� C�._- _.. - _ MH _p J' n?? .- _ _ - x_x= =x_f x=x- _ x_x x x � se / F' --------------------------- - --------- ---- =__ ------ - n 3 -- n i _ 1 — — — — y 17 _ _____________ u u .� -— 325 _ _ — --- - -- - ------ - - — — ' _ -�St :g- _- 't. ," 18':PCSSP `^70 Lu H / Lu a 11, H 0 50 100 Q SCALE IN FEET o yr u uj V W QQ W MLL x N �0 "Eo`0M STATE FED.AID PROJ.NO. co Q M0 ENVIRONWNTAL AN() ENGINEERING �0_ SR 405 0oxrv,o DESIGNED BY M. OUINTEIRO SERVICE CENTER H 1 x~=Z< 10 WASH Woshington State TUKWILA TO FACTORIA oza ENTERED BY M. OUINTEIRO Department Of Transportation o oa CHECKED BY R. SUAFOA e /. J4 R09 SC&DI- STAVE I 000`J-.� PROJ. ENGR. J. JOHNSON g4H/C97 sHEET vOvU.OW �o-M=u= DIST. ADM. R,O.ANDERSON CONTRACT NO. lSNY�� DATE DATE I REVISION BY _ 0:\NF \412353\XL0560\CHNORDER\CHORDERI.DON Hni iSFR WAY TIPA TNACC DI AK. :j: :j: :i: :j: :i: :i: :j: :j: :i: :j: •i• :<: •f• Q.: :j: �:-:: :4 ; ; �:. :j: :i: .I. �j: .1.. I :j: :j: N+ •a�a w �:. } M.v :i: :i: N Q:: :j: M% :j: .W 11. i• :j: :j. F• :a"r: :j: k' :j: :j: •1—�!'M.: }: :': M: :.. :j. •i• :j: •F• •F- ly: :j: :i: *1. :%o - - :i: :j: i :. 0 F- F w F o i i 0 :f x :l' u :j: /• i• %: w gg w .............................:........ t o .....................:..::.:::: - .:1r.......... ........r.............. :.........::: - .............. c 3 i 0 a : z z Y: P w :j: n •f• ......................... ............ :/. 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O• _ ;}{[ r. •i• r`. ........................................ C1. ,p.: ................................. .....:.....::::::.::... . ....;....::...:.........:.............................a.........r.........r.. ... .} J' J' J:: FF.. y;. f Ci" :2 ............ •I. :i: }... LLi ................................ U ......a.....:: Q 4 .. .. A IA :7 .. . i• Q. 3:: :s" Q :i: :IO o - N .......................:::::. :': 1.9 u w :j: vQ .. - w M .. .. ... - .:: �p _ .. .. .... .. . A< REGIa STAT FED.AID PROJ.ND. xoirvo DESIGNED BY M NT R 10 WASH PRpp piy I�EERI�c Woshin9ton State SR 405 x~Y~Z TUKWILA TO FACTORIA N2 �uQ ENTERED BY Deportment Of Tronsportat;on o~oa CHECKED BY ��F„eEFF SC&DI- STAGE i 0o0 .r,— PROJ. ENGR. 94WO97 BEEF vOcUOW , ¢ate=c'ni GIST. ADM. carnKT - - to en DATE DATE REVISION _ 8Y 0:\NF \412353\%L0560\CHNORDER\CHORDERI.DGN E{(l f t C I-.'-? 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ENVIRONMENTAL AND ENGINEERING SERVICE CENTER DESIGNED BY 10 WASH $R 405 �kL TUKWILA TO FACTORIA H 3 ENTERED BY Washington State CHECKED BY roe FFIreEF! $C&01- STAGE 1 s«EET PROJ. ENGR. �® Department of Transportation REGIONAL ADM. caFTR�W „O. GATE DATE REYiSION BY ROUSER WAY DRAINAGE PROFILE SHEETS LOW FLOW DIVERSION TO COALESCING PLATE WITH OIL SEPARATOR RIM ELV. 38.00 STEEL SMOOTH FINISH OUTLET TO MAIN CONVEYANCE �t' _' EL 32.01 Z'CON C. INLET •� \\ \\ ----- \\\�\\\/\\\\\\\ RISER FOR A e ° �I i D STRUCT NOTE 1-11-4 1 6" MIN. PRECAST REINFORCE > —� A CONC. WEIR WALL INLET EL 32.19 9 FOR WALL SPECS M STD PLANS B-3 A NOTES N INLET FROM TANK 3 & 5 OUTLET EL 31.65 o ° INLET v EL 31.15 CATCH BASIN TYPE 2 72 " DIAMo o FLOW DIVERSION W/WEIR WALL b NOT TO SCALE e v NOTE : 4 Except as shown or noted, units shall be constructed in accordance with the 72" MIN. requirements for Catch Basin T 4 q Type 2 with Flow Restrictor - OII Separator. . c d o SECTION A — A NOT TO SCALE 2" AIR VENT EL. 35.50 PL0T4 i OUTLET EL15 V RFSTRICTOR PLAT 1ST ORIFICE 1.0" DIAM. EL 29. 5 STRUCT . NOTE H1 - 4 RE STATE FED.AID PR0J.N0.No. ENVIRONMENTAL AND ENGINEERINn 0. DESIGNED BY R SERVICE CENTER 10 WASH TUKWILAR 405 TO FACTORIA D D 10 ENTERED BY 7 R CHECKED BY A im KNUR ��c" Washington State PROJ. ENGR. �1✓ Department of Transportaf'..n SC&DI- STAGE I SHEET REGIONAL ADM. g,o,ANpFgqoN CORTRICT NO. DRAINAGE DETAIL °` DATE DATE REVISION BY SHEETS To23N , RoHoq WoM ® 67 O O HOUSER WAY Z O --- U CB-T2 fig- T2 -- ---- ------------ - - - --- - ----- � w ww oa d _ = J 66 N O O N ip M 45 N O LLJ O J M e U � N � o -' 64 65 � a 0 r. 39 0 20 40 d SCALE IN FEET ------------------ -------o------ -- ------------- " 0 0 HOUSER WAY MH- T 1 ------- -- -_---_ - -- --- U--- == o --= __--- - --- - - -- ----- - --- - - - - --- - --- ---------- -------- ----- o ow 0 00 + + m + M Q1 M • M J Q J N H PLOTI _ ___ _ �_ __ LEGEND ------ --- - - ------- --- N-1 '09 3z>, ------ ✓--------- ---U ______- U dD_ \tD---- tQ-------------------------------- ABANDON PIPE _____ _ p AREA INLET ----- ------ ---- - v �.-.�.,r �-----,,., S 40 -- -- -- -- L; EXST.CB OR CONC.INLET —AG— ACP GUTTER 3 5 -- -- 340 —� EXST•DITCHES DETENTION TANK _ EXST.CULVERT\STORM m DROP INLET TYPE I -- -- -- -- -- -- -- -- - -- -- - -- "- -- -- SEWER D——D- EXST.DRAINAGE FM DROP INLET TYPE 2 ------------------------ -- -------- - ----- - - - ----- - P- __ CB-T2 G--c- BURIED GAS LINE GRATE INLET uD—u __uD� - �¢ ------------ m o CBoT2 W/D 6„ Y8"-PCS-S-R-----W J -_ -- -BP——BP- BURIED POWER CB El PROPOSED CB �� _;;_- --- -ST——BT- BURIED TELEPHONE Cl ❑ PROPOSED CONC.INLET ~ 6" UD G I-T2 a -OF——OF- OPTIC FIBER CABLE O PROPOSED CULVERT 0 50 100 -op— —op- OVERHEAD POWER PROPOSED DRAINAGE SCALE IN FEET Q1 m -oT——oT- OVERHEAD TELEPHONE Q PROPOSED MANHOLE o v -s— —s- SANITARY SEWER 77777"7 PROP,WALL J W--W- WATER LINE CPS a OIL\WATER SEPERATOR a f- ----- WETLAND BOUNDRY ® SLOT DRAIN -UD—UD— UNDERORAIN REGNO IfMsTATE FED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 405 DESIGNED BY M. OUINTEIRO 10 WASH ENTERED BY N. oUINTEIRO � TUKWILA TO FACTORIA Washington State J. SHEET CHECKED BY .SUAFOA J08"""EM Department of Transportation SC&DI- STAGE I PROJ. ENGR. . JONHSON REGIONAL ADM. R. 0. ANDERSON CONTRACT NO. ov N0• DRAINAGE PLANS •-- - •« n�.,r e•r nu SBEETS ' ^ . . , - .........;. .......;.......... . ..:...�:...:.-.........-.;.........;.........;.... ....;.........;.....:. ..I..ie... ..:.-.::.::.-.:.-.::.�:...:...::.::,-.:.,. .. .............. ...........;..........;....... .I. .......I....I....;....�...I .......I..... ..,.......I.,........... .... .) . . ..s , : 11 F_ _._- .............I..... :::.........I...................!.........!.........!......�..,.......:::::::::::::*..:.. ..,......... .:::::::: :;::::::::::::::::::::::::::::::::::::::::::::::::...................I......... PLOT21 ,*:,.,::,.,:*.,:;,.,:,.,:"':�,::*;,:,.,:�,.,:7:..................!.................:..:.,::..:.!.:..::..:..:..!:..:..:..::.�:..:., . .r... ... . ...... ...................I. ...................................................:.*.::.::.":........................................�..........:.�::.::.,.:.*.::.,."..:............:....................�....... .............................:.........:.".:.,.�:.::.,.:.,.::.,.:........................................................... . ~ � � ~ � REGION s LOW FLOW DIVERSION TO COALESCING PLATE WITH OIL SEPARATOR RIM ELV. 38.50 5T 1 SMOOTH FINISH ourLEr To t i EL 34,50 MAIN CONVEYANCE / � a RISER FOR a A ` \� A �I p STRUCT NOTE D5-45 I J 6" MIN. w I j PRECAST REINFORCE I CONC. WEIR WALL 0 0 0« \ \l!1 N INLET M FOR WAII SPEC \ M STD PLANS B-3 A NOTES EL 33,63 N OUTLET " INLET FROM TANK 6 EL 31.20 _ d Q �u p 0 CATCH BASIN TYPE 2 721 DIAMo 6 a FLOW DIVERSION W/WEIR WALL ° NOT TO SCALE a o NOTE o 4e ° 12" MIN. Except as shown or noted, units shall be constructed in accordance with the J a requirements for Catch Basin Type 2 with Flow Restrictor - OII Separator. ° o e a a SECTION A — A NOT TO SCALE V 2" AIR VENT EL. 36.50 PLOT3 OUTLET V RE5TRICTOR PLATE 1ST ORIFICE 1.0" DIAM. EL 29.29 STRUCT . NOTE D5 - 45 1EG10"ISTATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 405 DESIGNED BY M. NT R 10 WASH TUKWILA TO FACTORIA ENTERED BY M. QUINTEIRO � Washington State CHECKED BY JOB MUSE" �I/ Department of Transportation SUDI- STAGE I BKET DRAINAGE DETAIL °` oon. u _ . inuuenu ____ CONSTRICTION NOTES: GENERAL NOTES, ,'� % •If.KOEc. }y / SIGNAL PLAN LEGEND o- pEp «.I4t KI Tit4/ffit/anDalp+aD hK.sp4 M,t YY..a IS/Opr ♦ KrrtlL T614 K!M Sx4L a C4Ia•LYIp4 Kbs Mx / l m rvK r twerp Mr R .. [5r aw1L M4a hD.L1 Hr— m 4[.NS.nK Y am«Jt?L >Y�F1 v40,S YD SbWC M?,S �Kwsta[r HxCf tKKWp bF/[PYIt [K I[b PTLi wic f4 1 0 hK•twerp Mr IP abt M4L At IL4 ilr W Ya[nK•Ubb'E WK PSL KDCTIau SCVN KN)J fx4L b!f,pLY WK K,,oS wnx rvK l t•Lsa«[smw aYr.bn.r Js rMr.awYa:Kirr/rw i t i.awss..,w.K. KttPP,..wsx bnros,Km.wo sps / 0 hx a uc'rp eor boo+uvn w o-rat. sxu LarbaY ro Mr a KnrY srYowp,ntrs izI AI0.JYPA / I� -� HI/4E su•4 Kb s ''••. HY SN4 taL raMalp aID nK K KLKPi3I rill W[Ka[ A ru HKLL sp4 KEDS Tx4L b'IIK Y Mlar[0. / - • -4pY16 «514L p(KDIPPoIY W4 Kq OK rK aTYIbII Mr fit / III KDESIPoAM SKx4 HEM �It M rlMI4 Mr P rat r. cmo. t W. Slick It 6-fM1 Br 6-rM1. MK SxNt H <[il[KO Po IKM—Is I•L LIrtJ IID IDLE/LD K swow Br / - p �» EKlawl vEx[lf PK-[wl [ A b51+1u KY 56a4/at rLa-Yprp avp I.H K Kf(P�W'rc.N PWUM IMc4 OY[YSpA NILST 0/K'M5E WI10. MYLL OIt tEtfT>Y,Y fYi4 K16 b4 t1♦aSYlty��Sit aU«lI 1 y / � Sp4 PoIL vnY lYwxlnf tan4 G?'ta[. 1 .wIYIIED I[W«4 My Snlll r bT/Au[0 M 4l Tp4 M(tS f, / SC4E, r-10 � 94'4 b[ • Mlyt a'I fiw4 ta[rawdrp IYe nK.SYw4 Hilt+nw rYe bast uD agvbY/LSKII 5w4f K fc1D AaKIM«oro[x / . .h A arc.i n t[n aID.,rtn. wsllat+te K•Hrap[sp4 K4>S ro•i:rL iu4tLL taunts YI w aw[rKwn K r a,pva Yn[frtw.a[•HrRI[tK•f IP KI[crM w K I[i / l :. LrKt•YYiL SiI'a rw Ym IaL wyw oIE KMPo4 soI p tat. ` —rp a!o.lbr Ili ticrp bees Is—IaE rOr slpl a / l Jr X m v sp4 awrPoYLEx F 'Ur,L KMYSFIItlp ONI. AK-rp MILS S/u!Lrrtt b!TE/OIIISKE OF 5. wl14L YI(rvK•rwYrc(OYr.ESLLY ITYabty Ii•ralp,rit ry,up .wLLtorlw Paw•M,f OCIIp K Awflp M,FT JxrlL e=SWIrtcI r♦ / / m ElL['IYK4 SEMKE GbKr [!ILCIr[D II bNI Y SLY•4.4 I/nMW4 O rrt Mr LMAL[EM N i - //r l ///;� r KOEPPoNI PuSn MIIa.Po51 I bflW GK nK w[lttlbl4 Sf�'Q c.PLI.W 4/4all,tbiKll b A SLL tY«balp nNL TKFI M to-uo-i.lp L11rMn,li. /• N / Ynx NS/I bnlL« HI raG ra«NIp Ir bad 6 siI'Ylui. A f4Krlr bLMIr NKKtr fbr((y YrslyL.irp. // t / � DLIftttIP LtKP J-• r. tp[II,a,I(�KNS[w Yu�4a ac rvK i sKtP[Or K!o 14LIYY(liw � N y�/ / i/ I A KtM yN[Yu 4!K lapn IKac,wa6 •YYS / �, .��i% 3 M141 Ytw'h4�w'Siw b I[w Sp4 wrfl w ♦ } / ' CONDUIT AND W/fl/NG SCHEDULE �+,. �i LI ,N/r�yY t�Tp14t K IO. Y wrK tOnY YYLE[I rbas. ♦ , .IS sSIIMIRoM'tY I NO4 Y P if Y-W p rK0.w1ylpio rtiw[A ip Iw_o KYN«S Li.rAlna D.Na rn.[n rK Dn a.rA+o-spr Lniar ri.s r/o. .Yc C l;�I / /l J s..vtJ ! 1'1 rK'1prLcl Iaw,01S IJO Irti Kfrt[/K wIIIY IIMI[SYS YYt K iy(tlfD.uD 1[PLD b /i / , Vry N«cln/rpY rUNYIf YSE NK Mr�K-wiYY Sp4 OIWMCYpT KYTawLa YJYAI!rK ofYKr WdIIc QVQ ri �b �-' � Y r V.,[D rK SiwY aMwal[w c4nfr. II., y s i Zi STREET NAME SIGNS PHASING SEQUENCE DIAGRAM 0/ 01? 03 04 1101/5ER■AY M. s' ®®® yyy l/ Iz b 77 N.U. J \\Y••, % / ♦ / `(/ lb I Is P J /i•• �' � I � I I / N J J J T ♦ /' M.lTY Sl. yi• � 1 t _ / ♦ /� I/ ° 6 PK N u N.U. N.U. .tom,Yt w1ftm r/226500 %. ♦ I c. tKibl DLA - 365 I P / }%` `� T SE I/4, SEC 23, 7 23 N. R 5 E. W.M. d :![� �\\ \ R- Y A zoz uNE a �y\l\ HU RW y, WA N' —1 p f- t SIGNAL DISPLAYS r �► , - Q ♦ �'� ♦ / fs<Nat rtAos R. xLc oar- 1 �� / < lr e• lr � a �-d'' Mti.;�� r - n• w R. r Y KDfsraY KI0.S.— �n a ., v /r r. • 'r""°"°• I} "OF RENTON a I / nuxx4/W10Y4/N&K Niw YO Irk P "•X- HOUSER WAYT N.atrrtY / sniw wr wotnl ro A Yn Y�r ADS1E�Q xDxo. fcbos Na xr�y0 HEADS NO, HEADS No. SIGNAL PLAN b x,b «,az Jz n.» HOUSER WAY N. AND N. 8TH ST. [rMTT ms bl.ru ab,+a.s 7XMffvul uvrGla mtw Nltau ENfOaa 1-39-,94 An;T-nuno r L ISO 1,4 SEL T 23 N. R 5 E. W.M. XUTxw to-Ts w-,6 ( I � �� i "1� /� •xw-maw,4nn,n a u. �I ' / W ILO I 1 r oLLf 4 LF oo.Dx pS qqSS wb for u� q wr u'lo 0 1y m// i ter-°- DDD i�rfi.��Ir xs I ) ------------rx`--------- -------- ] 4 d � n xcY I HUUSER WAY N. -_+-- '�--'^--y' -;M f---------a-------------J-------------------------2 .1_YmIJIL----x r-l- ---asJL---- mrxc Ir xm+wL i P` p l �3 I Cs K rm 1 201 1 -x le•oz2r x I 203 x lerorzb•v 204 1s K rm I 205 J— lJ—_—_ ____-----_-____- ` �-416 _—_h __C_____ _..1________"_v_-u"_E y®rusruu s,rA�______ __al_t I +--fir—_ ___—_}—_—_ + o•// ;:»_C a 4r 4' �- „ t■. �dbUlN 2r/MII Ad— -- J/'-----------0---- 5 a i]P ��"--——-°"-——�5 xPRmoNE lmwnow - / _____ �o PP �m �A �D g1 Ae' a'TrrERIWALLwo711�D '4T i L �woY],Cs '� 'e y:s y9.55 yvs5 ivie K]a5 .4z ,gld s5 .jp.,9 3owMa0 � � a j0 A,A ,E D-2265DI - I L90 y5 3138i .01 xV-202. —2 RT END VETIgND Tl CX T) 3D HEADV&L UNITS - E 3 AO �// N.EL.2930 pD2�,51 MT 'p t'� T' 4 E�302 J21 / 1 / NOTES 6-01 mAD 4,- --a1. The North Knockout for CB 3 shall he made E large enough for Existing 24 CONC. and future 36" CONC. CALL 48 HOURS x 2. Locate new Type I CB's in the gutter line. BEFORE YOU DIG 3. Revised from original plan storm drain note 13— (CB # 1). 1-800-424-5555 change 72" C.B. to 84" C.B. N+-xpo. T - '.'-°n --- N.-sm.oD la- a•a Nr-a oo —*"so - ___...._ .. - — _, MOM:'9 ,Y STA NW- 5,10(ID FT RT CN f6 TYPE STA XY-20Dt42 Y PT) 09 n 9TA XM F 200.62(15'RT) I (. I 1 S0.0,1D LOCNNG 1 a29.is NOf11H FA ARO.GRA �IACKIxO. IE.M IAIE Fd�.,5` MAK No CRAn- OCKW.In LM :(15 tt Pt) SWTxj _ I _ _ __ _ f9 E 1 tY SEA 2o2+ I2 6,0 (—11) LE 9.2N (OP J I EnS,ING OUIO nE TNRI Po EL ]59 AiE) CB 1VPE 1 ST 2041 51)fT RS 1.E 32 0 5 T lSh .nl 121f e`DI 4:at9 L 9:28 (xE5 - (( 11 CONo. 1 I.L 9:29 (Sp2 EAST) � .. '(R it:LN0 ) 1L 29](SWTN� PoN -lfi:Ik _ i HWxnh .LE_1m N,. pE I.E.fl= OGA]E:MILE 3J.00 0N•9 9PN PPE 2 lfoP ..... 229 ,-00026 Ifll_ _ RNfORCEDC CRETE0. N y�►—i -' � I 1 I EET LIpP1191G COND](IT - - E�NIi�ytt I h AOONL NEM]i}G Y PPS �. I: E%: Y PVCP EONBn - I D6—ENT CITY OOr PeuC wOaKE O _ MR { TO'.NC' AIEIY OlPnS aT � ,•S' COMI UANCE - ! RWO — ... o d r ]8oY1, e 1 I. HOUSER WAY NORTH STORM LINE TD G STANtl DS rox O0k' N c CEMENT PROdE -eau RE Va ' i uo w a h:)Cr - ex 6 LS-9i .I r v bs9 o A . . . ... .orm N. .. . War wbamN � OKR 8/1) ..•. OD WSEP DNG\9TORII 1,.20. �.PLT aur>t 1 maUUSNV�1 I943:1 --A. �:�-Zl�ffl/ ...,.. Irrrrlrurwrru nRC>F.. N. RE N N =NTE.R • G.I. 30" 13Z:NDCMJ) �O a F W,a VA SA,N.M K 1� Q - _r ca LI NE IS ICo FR-oM 5A.N. Iv . (f� 5TA— 22 +'f5 - HYDR<aNT (V A L V E A T \--r 'r 0.) i j 2 N I FUJ - � v co Z OC STA 19 +0,5 N co H'rDRANT -<VALVE AT HYD) �fi � 140' STEEL- GASING kn W SEE HYDRANT DETAIL 10' 5POOL I SEE HYDRANT DETAIL 10� SPOOL SEE NY DRANT DETAIL 10' SPOOL 5TA 1 Z +9 t; =' � '�'� I ' +S✓ - _- O � 1 srq 3+19� STA (p +54 STA 9+94 _ I-i r F< N, T N . - - ` — `- — CL a, ., m _ t�c15TING HYDRANT J — .-- O Z 1 Iz" GATE VA1.YE (MA)- IN FawN �— - _ __ - —- - ---- -- ---- — - - - - -- - -------�' � r —��"" 1 _ - v--oo i- - —_ ---- - - -- - - - - - - - _ -- -- -- --_ -_ - ._- �-- 7- MH MH - -- A LAY 124 C.1. P►PE (TYTON JOINT H O US E R WAY N (RAILROAD AVE ) GATE �/AL,1/� SANITARY SEWER NN- 188 1Z" C_ 22 %z" BEND (MJ) Z 4t3(, 8" DETEC l O R W C F-i EC K FI R'c METER 4 nET L /,A > 4" -2 PART STANA P\PE / DE a i 112" C.l TEECMJ) �\ 12 " ,G,I. =>O• BEND 1Z. C.I. PLUG(JVIJ) _ S.��ICti(� M (n EX. N.YDRAtJT --• j i i2°�aA.TE VA.LuF_s) a i � r %2"_GI.50 BEND(N1J� Z ` i �' 14 � it `� N 1 \\ `4L ,00 zz I - f SEE HYDRANT DETAIL 10'5POOL 10' SEE HYDRANT DETAIL 5'SPOOL a '\ - EXISTING 12"G,I, PIPE W-51 t! STA Cv 187 5EE HYDRANT DETAIL. 5 SPOOL 12 GATE VALVE (NU) u) IQ +ICJ \N ` '63 HYD. \/ALVE 2`' w. OF E. `� "' STA5i-91 nl � MH \�\ - EXISTING HYDRANT-, ^3 t91 - 12"GATE VALVE MJ a � �, \ 'h EXISTING HYDRANT ( � _ _ _ — ---- ---- - -- - -- ----- --- - - -- - - ---- - � `�`� ••- — — — — — — — — — — — — . .... ...._ _ — — —_—. �.____ _ -.._.----.—.---- N L.AY 12" C:1. PIPE (T�' ON JOINT) _ — �' 8 \ i _ _ ------ ___— _ ,fir. . ---- 2� ASPHALT PAVING --- e M I _ r. — � —��._.__.,, —fir — --.�H � H GATE VALV E � J) � � ►v1N '� MH MH I 8" C.I. PLUG (MJ) --- H O US ER WAY N (RAILROAD AVE) SANITARY SEWER � i `-5TA L +83 _r GK, Kvr- r AS B UILT 7-2-G4- �� CITY OF RENTON! ENGINEERING DEPARTMENT WATER : P ROJ ECT '#.203 _ - _ ,,,,,, _ PAC I F=I C, COAST PR DEVELOPMENT �..• H 0 U S E R WAY N L from N 4TH S T to LAKE WASHINGTGN ' BLVD N - 1 _ DESIGNED BY DATE A-' 9 -Coo FILE NO.?Tzr Iz. 2 _ DRAWN-_R1-Q SCALE 1" IQQ FIELD Bool< PAGE_. CHECKED SHEET OE NO. REVISION BY I APPR. I DATE APPROVED--CITY ENGINEER - MICROFILMED P (0', f Z ` � 1, r Pf-40P. N, RE NTON INTER 8F2\17�� SEE L1E A-, L 12- C.I. 30" eE N o�MJ� 46' 1= R O M SAaN.NA 1-1. � O v 2 \ W i Lf LINE 15 ICo' F2oM S4-N. N1.H, �!14 do 5TA. 22 +15 - HYDR�aNTCLe rUJ ► ► �I Z'o 5TA 19 +03 N / HYDRANT -&AL.VE AT HYD) 0 5EE HYDRANT DETAIL 10�SPOOL SEE HYDRANT DETAIL 10' SPOOL 5EE HYDRANT DETAIL 10' 5POOL W 14 O' S T E.E l_ G AS I N G MSTA 3�19g STA (y +94 STA 9+94 5TA IZ +9t; 5TA 15+95 Jn W txISTING HYDRANT - - 0 Z I I 12 GATE VA1.YE �M�)- N .N = '.� � + . - w f j oMHMM MH. MH _ — pN -- — - -- , P` LAY 124 C.I. PIP (TYTON JOINl) 5AN IT ARY SEWER VJ_ 188 H 0 US E R WAY N (RAILROAD AVE ) 12-" G A.T F_ VA L V r M.J) Z 4t3(o 8- 10F_TECT OR I z a C. :. 2?_3t- BEN D (MJ) w C F-i EC ►K FI R'� M ETF- R t Q 4" -2 PORT S T!�.N D P►P E D E TA( L ''/�`' 1 Z" .0 d T ti EC MJ) 12 " :C,.I. O• B E N D M.J) 12° C.I. PLuG( Aj) 3 �, • FcooM I8" STocZtn 5 �Y�/_E�. M A.hl H O >✓�. Ex i 1 _ \\ 12''.C,i.30•BEN DCW%J; ' \\ IV z 1 G+oO —.. SEE HYDRANT DETAIL 10'5POOL IO' 1 ' 5EE HYDRANT DETAIL 5�5POOL 5TA O t 39 � - EXISTING IZ"C.I, PIPE W-�31 �+ y SEE HYD l ' " / \\ `` W- 163 STA (o *8T ,�, RAN DETAIL 5 SPO7'j 12• GATE VALVE (NIJ) - P I Q I M HI Y D. V.A.L V E Z G.' W. O F N -- T i. EXISTING HYDRANT X T G S A 3 9 I IS, IN pRAN - �r9 2"GATE VALVE (MJ) — MH ---_ _ —— — _ _ i � 24 ASPHALT PAVING — _ --__ _ —N _LAY W C.I. PIPE (T"TON JOINT) 2 / X 8 N � N C.I. TEE C -- -- -- - - - - -- _ ___ I / MJ MH- M _ — - 8" C.I. �I' BEND (MJ) \ --, H ,8 GATE &LX/E (MJ) H 0 US ER WAY N (RAILROAD AVE) SANITARY 5EWER I 8" C,I. PLUG (MJ) � r - r ate: illt \ ti \ S BUILT 7-2-G4 C I T Y OF R E N T O N ENGINEERING DEPARTMENT WATER PROJECT 4.203 PACIFIC, COAST RR DEVELOPMENT . HOUSER WAY N from N 4TH ST,r- to LAKE, WASHINGTON BLVD N - S- DESIGNED BY— �L\,.T DATE A-- 9 -(04 ,. FILE NO'f�j r?_ #k')Z 2 — DRAWN RLO n CHECKED SCALE Iu' 100 FIELD BOOK PAGE NO. REVISION BY I APPR. DATE APPROVED SHEET ..--OF CITY ENGINEER r MICROFILMED p 2 fay t+ i' i�5 A wVIcET��52, tJe�r"gT fI-IALT To FACE OF CrUTTE�' --- _ - .v/Ty f'AYEA16VT PAT«1 - ----- - `1 /�! 8 fh ST, 1e17 First amu,e t KCM Kramer.Cain&Mayo,Inc. F-QUAL TO E�C/�T��t/G ST,PL�ETH�`5f_R WAYA1. Ste, se,o, � PAlrEMENj Ecrrov. ,Q 'Q GENERAL NOTES: NI�N 3 "CLASS rB� OVER �FC4M ti �^6 MEr a_U G"CR UShIEO R 00< . jc2-ANT/A/6 A,LF�t G'-O • 3 , 6„ 5'-G� S-0'" SAW r�✓7_EX/67_IA14 /ICKI A5/: NgAGT Ca�1G.e�/.E _rA W CU r �xisti �,c17-•7,�j/C, q,Q�q ASf,1.aGT GO�c/G,?�T� 1 . THESE DRAWINGS NUMBERED C 1-A, C 1-B AND C 1-C ARE PREPARED I 3Y L CGWL,�TE S/Gew.�{LK � l �ASPNAGT CON4RETE FOR THE DEPARTMENT OF PUBLIC WORKS, CITY OF RENTON AS - DAT OA 611�445"' ---- o � � EX/ST/,�J4 �4SPl�AGT PART OF THE BUILDING PERMIT EIPPLICAT ION PACKAGE FOR THE BUILDING 10-75 UPGRADE PROJECT. t;r DATE NEW ASPy-IAGT COA/C.�TE 2. ALL SITE WORK CONSTRUCTION SHALL BE DONE IN ACCORDANCE ---PAVf�i�it/7" �GOPE Tc� ,IIEW CO�GR�'T� WITH CITY OF RENTON PUBLIC '►�(ORKS DEPARTMENT STANDARD B' — - Drj REMOVE EXIST/�!� CD�/C.4ETE CURB GO.vGRETE ORAic/ R��o�� ,vEW Co�1c2ETE 5/Q`wQ�� ,e�n�o✓� _ RCXI�IJ cum ,cwo GkiT7' Ex��r �� PAYEMFVT XooED TO TI;/ca�j „r . Ct/r2B C4iRS fwoGUT7'E.4 - Dom}/�C/f�U�/CFF SPECIFICATIONS AND DETAILS AS CALLED OUT OR NOT SHOWN II AS��ALT IN THESE DRAWINGS. REMD✓E Ewsri�vG --. �) cof;�� co-vc�Er� cues PY _.,,. DATE G�1 y�M�,c/T ,C-IA C-IC STo.QM 0,2�1/,U ,�iPE 3. THESE DEPARTMENT OF PUBLIC WORKS DETAILS INCLUDE BUT ASP//<?LTCU�4�CR�I"' NOT LIMITED TO SIDEWALK, INC ►STRIAL & COMMERCIAL DRIVEWAY, 10bi✓eAfA5A17_ SEE 7YP. DETAIL �� CONCRETE CURB AND GUTTER JYPE "A", WATER METER, FIRE \ C-IA C-IC HYDRANT ASSEMBLY AND DETEC FOR DOUBLE CHECK VALVE ASSEMBLY �otLlwgTER SEPARATOR 4. PLEASE REFER TO DRAWINGS SH ETS C-1 L- ;, :r. • . • ,'.ND C-2 IN THE PERMIT rjI2DRAWING SET FOR OTHER ON-SI '_E IMPROVEMENT WORK NOT SHOWN. 5. REFER PROPERTY BOUNDRY SU' . 'EY DONE BY HOPTON DENNIS IND '� �%`/ �? PY •^i. ;T�'� ^� �!!g "''�- --!AC--IC' -IA C-IC wOR►�a AS- ICIATES, INC. FOR PROPERl Y DIMENSIONS, CORNERS, �7-/iJn/y t J r 2 '::.�NUMENTS AND OTHER PROPER FY INFORMATION. �/ C.• / v /V 6. NEW STREET LIGHTS INSTALL,AT10N DRAWINGS SHALL BE SUBMIT jim " C-I -IA -IA. C •IA UNDER SEPARATE PACKAGE. 7. ALL RELOCATED FIRE HYDRANTS SHALL BE REBUILT AND TESTED. r L7��RE'�SED C/JRB �, AND f4V5T)PUcT Nc W LUNCRFTE ANO s/D�t�Yt3LK. °� _ /':ELOt 'ATE' x d F�1'lST/N� �rq R.EiS90YE F /sT/yU f B LDG 10—7 5 r \ �+ ,Isr�N.4� c�1vc /.,�` BLDG 10-76 l kill /YEW C'EMr'NT .. sioE wAc.,� �Q F r d FAG'E OF c&Wig ,I, =Job,20 . R 5 4z� PROPER rY L/l1/,- FADE OF CURS j � �z7 3 � z% °y R R BLDG 10 CITY OF ORA//Y EX/_ST EXIST. I s DETi4 fL / I' '_ •�� Q • � W •3� •'�y �'S� Ole Z� 5 C-1e _IC / ( sk P-AT)C p NYC �G/L1.�4170s, -�E/4LH. ID cX/S%/NCr /� -f"Pve /RRIsAT/are- at e•/r' Lam:- ► / S D�E'Ti4/L C01V_lr9VCT CFAi ',IT yin�'�/✓� SLEEj/F UNDER EX/ST/Na , �4=1►�YAT�R 35' C y j j, k � -- C-le c-IC .�t D MN 1S'r. r G/!F'ATQE2 N �" L . �,'. -_ - C�' Z �'Ot►' l c F F //.ems. ►`f%i i.' 3..� ��v war lTrv1� h1YD.R;a>�T OR./Y�is/A V' 1S _Sp y y 1s �(/ 0 1 �' AY '%C y 12 SG' fZ CITY R .' — y���fiY d��D Dom' ✓GR AY _ L/# 3 ce D_� O,et �' i t i 4. s Mir IA . . _. / , •_' , '- _ -__._ �,�•.. w. -. _y ` 4 AtwusT f1T/NG 3 . Y ----- -- AL-V- UST EX1,5 !h - - - �---- - _.- -_ - 1r U_3 % - XG / T F /jT,A°',., _IYlT -Ir i 0 PZLOC/47c, v f -- h - ----- _._--� ss J ,- I - --T _ �J AN lz 1. ►. - Gu�t/s 4 - �_ core Q rr Q 'so I ; Q m•-. .,� C-IA C i CIA ,. ,.:,' �.. �_W - 5 GRAPHIC SCALE 1"= 'A OW C-IA C-IC to a h'Ac/ hG1T N. _ Pum B LT RE CORM DRA~ By APPROVED oAsat srm w ArnwrrEn awT>E ❑ AUBURN WA. 98002 \ G, MSC v Iar o� sv -��n� ACCEPTABILITY �.. SITE UTILITIES M AN LAST'REVISION ymlelo DATE � THIS DESIGN A1+iDtQfi � CRC..: 'SIG D1 �G+e. ❑ EVERE7 T WA. 98201 �� 4 wASH ' � � �' � SPECIFICATION IS NPR � .._.._-,.,... . Tifi..E _ .. .- - -- ., _ FET ❑ K E NT WA o�r� ,._ x FACILITIE _.. _ _ S DEPARTMENT �RovE� sY aErr. a►T� ENGR C-"�/� � o ❑ ROR�-Li�N�:J, OR. 97220 � � ��..�.R.. ChECKED �, 0 RENTON, WA. 98055 F l i-rl-ova:- _...z.. _- UPGRADE BUILDING 1QI..'75 .r CISYE 390011 SEATTLE WA. 98124 Fss � � RENTOtN COMPLEX � �� 4 roa�� RO'.ED . , : °w 110-075-1001 . \ - lI 1 .-. ! I .L -H I�'1'_'411 '.'._.. _ ': .. .._ -. - .. - I�'I,I ! I I ; I I I , --- \} '`{'i 'I '1_'_' -1.... ! _ j I 'I I 1 .. i,!I I I i 1 1 I i' l :I:! I;'I! !I il!il . Ilil III• it I ly 1. :. ' 1 I' I I li I I !III ;I !1! iiii ' t I I l II I j l II 1 I'll 1I !i1 I III II Jill! ; i a�L-�..i 1 �1 ;-! -l. l iI! 4. I I i !I ! '1 I I I I i I I 1 I I I I i If`I I I III I I !' ! j I I I 1 III I' !I ; ' 'I i 4 i �`ii- T�-'4: 1 !1 ��• ! 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