Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutMisc~ 0 ~ (!) CITY OF RENTON SHATTUCK AVE S. STORM DRAIN PROJECT S. 7TH ST. TO S. 4TH PL. { ~ ' 0 "' I J 3 l ! l I ~ ~ i ii I ®®% ®C\D!IDIMlOW&\Ga i11; ~ !Ji "' VICINITY MAP NTS -: DMJM HARRIS I AECOM ~00' ·~ ''{:< APPROVED roR co,smuci,o, -A.O'OfaEN -NTS ~='1.:ll'm, ~ CITY OF ' 10900 IIE IITii STAEET, SU1TE750 si ~ 08 HANSON PE """ -y SIANO ""11/M ,! RENTON "-BELLEVUE, WASHINGTON 98004 --gESlGN ENG1Nt£RING SUPER'\IISOR -J --I Plllllfling/Bu,'lding/Put,1,; Wotks Dep:. VMO 1 ~ PHONE, (fflJ 454-<600 FAX, 1425)-~~;-~ CITY OF R£NTO, __:.MEYER .£.'.~, * TITLE SHEET ANO VICINITY MAP -· li D:l'!ttl M NO. IU:VISU)N 8Y ~TE APPR A.MEYER I ~ I I ! I i I I SHATTUCK AVES. STORM DRAIN PROJECT~ S. 7TH ST. TO S. 4TH PL. ~ _:_1 I ~ INDEX OF DRAWINGS GENEB~!.. NQIES; 0 ,i1;; 6 SHEET DRAWING DRAWING TITLE 1. UTILITIES SH~ IN lHE CML SHEETS ARE SH0\',1,1 ON lHE PLANS BASED ON lHE BEST NO. NO. INFORMATION AVAILABLE AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE: THE EXACT LOCATION OF ALL EXISTING UTILITIES ANO AGREES TO 8E RESPONSIBLE FOR ANY AND ALL 1 IIM01 TITLE SHEET AND VICINITY MAP DAMAGES WHICH MIGHT BE OCCASIONED BY lHE CONTRACTOR'S F Alt.URE TO LOCATE ANO ---2 IN01 INDEX OF DRAMNGS ANO GENERAL NOTB PRESERVE ALL UNDERGROUND UTILITIES. 3 LOOI LEGEND ANO ABBREVIATIONS 2. CALLOUT$ REFERING TO WSDOT STANDARD SPECIFICATIONS SHALL MEAN TO REFER TO WSOOT 4 S001 SUMMARY OF QUANTITIES STANOARO SPECIFICATIONS FOR ROAD, BRIDGE, ANO WNIClPAL OONSTIRUCTION, 2008 (M41-10). 5 ALOI ALIGNMENT/RIGHT CF WAY STA ,O+OO TO 13+50 6 AL02 ALIGNMENT/RIGHT OF WAY STA 13+50 TO 17+50 7 Al03 ALIGNMENT,alGHT OF WAY STA 17+50 TO 22+33 • RS01 TYPICAL SECTIONS 9 RS02 TYPICAL SECTIONS 10 RS03 TYPICAL SECTIONS 11 RS04 TYPICAL SECTIONS 12 RS05 TYPICAL SECTIONS PROJECI CONIBQL: 13 ~o, SITE PREP/EROSJOH CONlROL STA 10+00 TO 13+50 14 =2 SITE PREP.tt;.ROSIOH CONTRot STA 13+50 TO 17+50 15 SPOJ SITE PREP /EROSIOH CONTROL STA 17+50 TO 22+33 VERTICAL: 16 RP01 ROADWAY PROFILE ANO PLAN STA 10+00 TO 1J+!Wl PROJ£CT BENCH MARK, CllY OF RENTON POINT #2190, (EL-31.64' NA\/088) BRASS DISK AT NE 17 RP02 ROADWAY PROfllE AND PLAN STA 13+50 TO 17+50 CORNER Of PUGET SOUND ENERGY VAULT fJ!le. VAUlT IS LOCATED ON THE SOUlH SlOE Of 18 RPOJ ROADWAY PROFLE. ANO PLAN STA 17+50 TO 22+33 SLNSET BL\/0. WEST, APPROXIMATELY 100' \\£ST Of THE INTERSECTION OF SUNSET BL \/0. WEST 19 R001 PA"1NG DETAILS ANO RAINIER AVENUE SOU1H. 20 RC02 ROADWAY DETAi.S 21 ROOJ IN'JERSECTION DETAILS l::IQBIZONTAL; 22 ST01 SACRIFICIAL BEAM ELEVA TIOM, PLAN AND SECTION HORIZONTAL CONTROL IS BASED ON lHE WASHNGTON STATE PLANE COORDINATE SYSTEM. NORlH 23 ST02 HEIGHT DETECTION WARNING SYSTEM ELEVATION ANO PLAN ZONE (1983/91, US SURVEY FEEl). lHE SCALE FACTOR IN TIIS REGION IS VERY CLOSE TO 1 ANO 24 ST03 FOUNDATION DETAILS WOULO BE NEARLY NEGI.JGABLE OVER THE LENGTH Of lHIS PRC>.ECT, SO NO SCALE FACTOR WAS 25 ST04 PA\£MENT OETALS APPLIED. ALL COORDINATES FOR P,.~ARY CONTRaL POINTS GIVEN ARE STATE PLANE COORDINATES. lHE MONUMENT COOROINA 1ES SHOWN ON THE AUGNMEHT PLAHS DO NOT MA Tai EXACTI. Y WllH lHE 26 a,~ STEEL CONNECTION DETAILS STA TE PLANE COOROINA TES ANO THEREFORE SHOUUl BE TREA TEO AS LOCAL DA TUM. 27 a,= STEEL CONHECTIOH DETAILS 28 ST07 STEB.. CONNECTION OETAltS PRIMARY CONTROL PQINTS: 29 SG01 SIGNING ANO STRIPIN'G , JO SG02 SIGNING AND S1RIPINC DETAILS CITY OF RENTON POINTS 1898 & 1854 • 111911. s 31 $001 STORM DRAINAGE UTILITIES PLAN AND PROFILE STA lo+OO TO 13+50 ~ 32 S002 STORM DRAINAGE UTH..ITIES PLAN ANO PRCFILE STA 13+50 TO 17+50 LOCATION: FOUND 1.:5" R.R SPIKE Y41H PUNCH MARK IN ROAD SURFACE AT IHTERSECTION Of SHATTUCK AVE S. ANO S. 61H ST. ' 33 S003 STORM DRAINAGE UTIUTIES Pl.AN ANO PROALE STA 17+50 lO 21+52 MONUMENT: R.R. SPIKE V.,lH PUNCH MK. ~ & J+ S004 STORM DRAINAGE ANO UTILITIES PROFILES AND SECTIONS NORTHING: 176,367.485 EASTING: 1,299,156.686 35 S005 STORM DRAINAGE ANO UTILITIES DETAILS 1.llli :i 36 SOOS STORM DRAINAGE ANO Ul!UllES DETAILS LOCATION, FOUND A 'l" FLAT BRASS DISC \\11H A PUNCH MARK ON A u / 37 ..,.,, TRAFFlC SYSTEM ANO WARNING LIGHT SYS1EM 4"x4• CONCRETE POST MONUMENT DOWN 0.7' IN A MONUMENT CAS£ AT Q ~ 38 TS02 HElGHT DETECTION WARNING SYSTEM ELEVATION ANO PLAN lHE CONsmucTEO INTERSECTION OF SW 7TH STREET & OAKSOA.LE AVENUE SW. c; 39 TSOJ SACRIFICIAL BEAM, LEO FLASHING BEACON CONTROL ASSEM81. Y MONUMNET: 2 IN. 8RASS DISC Wfl>UNCH ON CONC MON. IN CASE. ON. 0.7' • NORlHING: 175,581.489 EASTING, 1,293,557.208 El.£V. 19.85' NAW88 ~ 40 TS04 RALROAO STIRUCTURE WARNING LIGHT SYSTEM j 41 LS01 LANDSCAPE GRADING PLAN ;; 42 LS02 PLANTING Pl.AH ~ 43 lSOJ HANDSCAPE DETAILS ~ 44 LS04 LANDSCAPE DETAILS g 45 LS05 IRRIGATION COOAOINA TION PLAN i 46 LS06 IR,.GA TION LEGENDS AND NOTES 47 LS07 IRRIGA llON OET AILS 48 LSOB IRRIGATION DETAILS .j ~ ' ' ~ ~ 0 ; " ~ • i ®@% ®UJJOOWJOW&[!, -l DMJM HARRIS I AECOM m APPROVED FOR CONSTRuCTlON --NTS ~.:r~ ... SHATTUCK AVES. STORM DRAIN PROJECT ~ . ~ ' Y.JIANG ® ft CITY OF S. 7TH ST. TO S. 4TH PL --RENTON ' 10900 NE 8TH STREET. SUITE 750 Clll:MM ,. Y.JIANG BELLEVUE, WASHlNGTON 880CM !01!1 HANSON. PL """ ~ ~"~ OESICN ENGINEERING SuPe:RIIISOR -l.~~I Plo11'""'(1/Bvllding/P'ubllc; Works Dept. INDEX OF DRAWINGS IN01 ..; Pf-lOt,E; {425)454-5600 FAX: (425)454-022D CITY OF RENTON A.LASZLO ·-AND GENERAL NOTES -__ , i fiiiii1i! 0 fmll .. L.l NO. "''"'""' BY ()Al[ """" R.MEYEA z II I i I I I I -0 9 6 L- r § ' ~ ~ j . ., ~ ~ ! 1 I « ~ ~ I / • > i ~ ~ ~ " ®CID% ~(W[ID[M]O'iifi'&[l,, DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 .--, '.;]) C CATCH BASIN INLET 8AS1N/VARD DRAIN STORM DRAIN MANHOLE STORM DRAINAGE VAULT FLOVtUNE CAP/PLUG LIGHT POLE ,.-,:_ ·· .', UTILITY POLE/UGHT POLE --,,- (;- >{ , ..... _'4 :H '.ii) >:! ,-,i .:.J_ :") /r_-J_'l ..;,;, k :;,-ffi ABUT. ACP APPROX. A.P. B.C.R. BLDG. B.V.C. c.e. Cl CJP CL CONC. C/1. OR ii. CONN CONST. CONT. cesc CSTC OI OIA 0/W E. EL UTILITY POLE ANCHOR UTILITY POLE UTILITY POLE/UNOERGROUNO POYt£R YARD LIGHT STROBE LIGHT WATER METER/POWER BOX WA ltR SPIGCT WAltR MANHOLE WAltR VALVE WATER Bl.OWOFF VALVE FIRE HYDRANT IRRIGA 110M CONTROL BOX IRAIGATION VALVE SPRINKLER VALVE ABUTMENT ASPHALT CONCRETE: PA\18.tENT APPROXOAATE ANGLE POINT BEGIN CURB RETURN BUILOING BEGINNING VERTICAL CURVE CATCH BASIN CAST IRON COMPLETE JOINT PEHETRA 110N CLASS CONCRETE CENTERLINE CONNECTION CONSlRUCTION CONTIMJOUS CRUSHED SURF ACING BASE COURSE CRUSHED SURF ACNG TOP COURSE ouc,u; IRON DIAMETER ORJVEWAY £AST, EASTING ELEVATION ~ fOR CONSTRUCTION :g BELtEYUe, WASH}NOTOH 98004 808 IWISOH, P.E. DATE ' <:: ~ ··,_'., n_ --~ ;"~~:-.·~ _r}-:-t~~ . ·_1 ___ {_(.!_ "j ' . ~rt '-l'F POST FLA<lPOLE BUS STOP S1GN SIGN SINGLE POST SIGN DOUBLE POST SIGN HANDICAP S'IMBOL MAIL BOX CROSSWALK SIGNAL TRAFFIC SIGN AS NOTED TRAFF!C SIGNAL CONTROL BOX TRAfFlC S1GNAL POLE fflAFAC SIGNAL VAULT TRAFF!C DETECTOR LOOP (TYPICAL) BOULDER ROCKERY SHRUB SMALL SHRUBS lREE-CONJfER TREE-DECIDUOUS STUMP LEGEND -, r·i / i_~1 w (~) ~rJ !-ip~.· ~1 (fJ; !1] 0l ;:~~~'.' liJ lI2J tf:) t~ (r) ~R ".?. r··-r-1 L_.:_' :~,., SEWER ClEAN OUT SEWER MANHOL£ GAS METER GAS VALVE POWER MANHOLE POWER VAULT POWER RISER JUNCTION BOX GROUND ROD BOLLARD/FENCE POST PAO MOUNTED TRANSFORMER TRANSMISSION TOWER TV RISER TV JUNCTION BOX TELE\tlSON VAULT F1BER OPTIC MANHOLE CABLE TV VAULT TELEPHONE UANHOLE lElEPHONE BOO'TH TELEPHONE RISER ltLEPHONE VAULT m£PHON[ MARKER lELEPHONE JUNCTION BOX ABBREVIATIONS EMBED EMBEDMENT LF. LINEAL FEET E.O.P. EDGE OF PAVEMENT LT. LEFT OR LIGHT EO EQUAL DISTANCE MAX. MAXIMUM E.V.C. ENO VERTICAL CURVE MIN. MINIMUM ELEV. OR EL ELEVATION MH MANHOLE ESM'T EASEMENT N. NORTH EXIST., EX. EXISTING N.E. NOR1HEAST F.H., OR HYO. ARE HYDRANT NB NORTHBOUND FL FLOW LINE NO. NUMBO! FM FORCE MAIN NOM NOMINAL FTC FOOTING N.T.S. NOT TO SCALE GA GAGE o.c. ON CENTER GALV. GALVANIZED " PERCENT G.E. GRATE ELEVATION GV GAS VALVE HOPE HIGH OENS1TY POL YETl<YLENE PC POINT OF CURVE (HORIZONTAL) PORll.ANO CEM£NT CDNCRE'lt P.C.C. PT OF COMPOUND CURVE HT HEIGHT P.L POINT OF ltHERSECTlON HOftZ. HORtZONTAL P.F PREMOLOEO JOWT FlllER HPS HIGH PRESSURE SODIUM If. PROPERTY LINE INT. INTERSECTION P.O.B. POINT OF BEGINNING I.E. INVERT P.O.E POINT OF END .eox JUNCTION BOX pp POWER POLE JT JOINT P.T. POINT Of TANGENT (HORIZONTAL) - g • \~· "" ' ::.~~!.\'! ;:,,,.,, SOIL BORING SURVEY CONTROL BM SURVEY CONTROL PK SURVEY Cc»ITROL REBAR AND CJ.I> MONUMENT IN CASE SURF AC£ MONUMENT MONITOR WELL ROCK WALL GUARD RAIL . AERIAL POWER LINE W/ TELEPHONE AND TV OVERHEAD PO"t:R .. -. ._ .. ;~F·-·.,----·--UNDERGROUND PO'IER TELEPHONE -<;) :,:--- ·W- FlBER OPTIC CABLE STORM DRAIN SANITARY SEWER WATER -----···· EXISTING GAS LINE . --------···-·--:,: --·--·-.. ~.-·, BOUNDARY LIN£ RIGHT-OF-WAY RIGHT-Of-WAY CENTERLINE FENCE LINE ··-::.<<,>·>::·::>~~>-BUILDING ---.t·J;,, " CONTOUR LINE P.O.T. POINT ON TANGENT SY SQUARE YARDS PVMT. PAVEMENT T/C TOP OF CURB PVC. POL~N"tl-CfiLORIOE T.O.C. TOP OF CURVE R RADIUS/RADIAL TCE TEMPORARY CONsmucllON EASEMENT ROWY. ROADWAY TP TELEPHONE POLE REQO REQUIRED lRANSV. TRANSVERSE RT. RIGHT TS lRAFFIC SIGNAL TYP TYP~AL R/W RIGHT or WAY UG UN0£RGROUHO SB SOUTHBOUND V.A.P. VERTICAL ANGLE POINT so STORM DRAIN v.c. VERTICAL CURVE (LENGTH) S/W SIDEWALK VERr. VERTICAL s. SOUTH V.P.C. VERTICAL POINT OF CURVATURE SIG SIGNAL V.P.I. VERTICAL POINT OF INTERSECTION SCH SCHEDULE V.P.T. VERTICAL POINT OF TANGENCY SQ. FT. SQUARE FEET W/ W1TI< SHT SHEET WM WATER MEltR ss SANITARY SE"t:R WASHINGTON STA'lt DEPARTMENT SL STREET LIGHT WSOOT OF TRANSPORTATION SST STAINLESS STEEL WWM WELDED WIRE MESH STA STATION WV WATER VALVE STW STEEL, M1DED _ CITY OF SHATTUCK AVES. STORM DRAIN PROJECT I™ I S. 7TH ST. TO S. 4TH PL. - LEGEND AND ABBREVIATIONS LG01 ri PHONE: (425] 454-5600 FAX: (425} 454-0220 ~C~ E::::.,ERING St#'EfMSOR ~ j -_,,~=·- NO. REVISION BY DAT[ WP Y.JW<G -NIA ~.::-..:.,: •• -:~:" , l~~I ® I e,~"'"~T~~ .._, t I ft.MEYER i i ·- ITEM NO. TOTAL UNIT STANOARO ITEM ITEM DESCRIPTION SURFACE WAlER TRANSPORTATION ITEM NO. TOTAL UNIT ST AN DARO ITEM ITEM DESCRIPTION SURF ACE WATER TRANSPORTATION QUANTITY NO. QUANTITY QUANTITY QUANTITY NO. QUANTITY QUANTITY ----0 PREPARATION EROSION CONTROi. AND PLANTING g 1 0.07 ACRE 0025 CLEARING AND GRUBBING 0.02 0.02 39 120 DAY 6403 ESC LEAO 60 60 (.) 2 1 LS. ooso REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 1 40 18 EACH 6471 INLET PROTECTION 9 9 3 255 S.Y. 0100 REMOVE SIDEWALK 202 50 41 1 EST. 6490 EROSION/WATER POLLUTION CONTROi. 1 1 4 2986 S.Y. 0120 REMOVE ASPHALT CONC. PAVEMENT 1141 1844 42 55 LS. -FINE BARK MULCH 55 ~ 5 395 LF. 0110 REMOVE CURB ANO GUTTER 315 ao 43 110 C.Y. -TOPSOIL TYPE -110 6 200 SF. 0203 REMOVING PAINTED CROSSWALK LINE -200 44 55 C.Y. -COMPOST -55 7 J EACH -ABANDONMENT OF MONITORJNG \\ELLS J -45 9 EACH 6552 PSIPE ACf;R RUBRUM ARMSTRONG -9 8 1735 LF. -SAW CUTTING 1225 510 46 8 EACI< 6552 PSIPE SAMBUC\JS NIGRA EVA -8 47 4 EACH 6552 PSIPE S'r\OPHORICARPUS ALBUSPSJPE -4 CRAOING 48 209 EACH 6552 PSIPE ROSA RUGOSA -209 9 468 C.Y. 0310 ROADWAY EXCAVATION INCL.HAUL 362 127 49 1377 EACI< 6552 PSIPE SESLARIA AUTUMNAUS -1377 so 2021 EACH -PSIPE CAREX PENNSYVANICA -2021 DRAINAGE 51 -L.S. -IRRIGATION SYSTEM --10 4 EACH 1046 CONCRETE INLET 2 2 11 865 TON 1086 QUARRY SPALLS 647 21a TRAFflC 52 1007 LF. 6700 CEMENT CONC. TIRAFFIC CURB ANO GUTTER 446 561 STORM SEWER SJ JO LF. 6707 Cf;MENT CONC. PIDESTRIAN CURB -JO 12 5 EACH 3091 CATCH BASIN TYPE 1 1 4 54 260 LF. 6730 TYPE A PRECAST TRAFFIC CURB -260 13 4 EACH 3105 CATCI< BASIN TYPE 2 48 IN DIAM. 3 I 55 319 LF. 6806 PAINT LINE -319 14 7 EACH 3104 CATCH BASIN TYPE 2 84 IN DIAM. 5 2 56 214 S.F. 6857 PLASTIC CROSSWALK LINE -214 15 2 EACH -CATCH BASIN TYPE 2 84 IN DIAM. WITH CASING 2 -57 76 LF. 6859 PLASTIC STOP LINE -76 16 1.417 L.F. 3151 TESTING STORM SEWER PIPE 1018 399 58 1 LS. 6890 PERMANENT SIGNING -1 17 103 LF. -CORRUGATED POLYETHYLENE STORM SEWER PIPE 8 IN. DIAM. 36 67 59 1 L.S. 6904 ILLUMINA TlON SYSTEM -1 18 176 L.F. 3602 CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM. 126 50 60 1 LS. 6971 TRAFFIC CONTROi. 1 1 19 1138 L.F. 3648 CORRUGATED POLYETHYLENE STORM SEWER PIPE 48 IN. OIAM. 856 282 61 1 LS. -HEIGHT DETECTION WARNING SYSTEM -I 20 12 LF. 3394 PLAIN CONC. STORM SEWER PIPE 12 IN. -12 62 1 EACH -SERVICf; CABINET -1 SANITARY SEWER OTHER ITEMS 20 183 LF. 3152 TESTING SE\\ER PIPE 183 -63 H99 C.Y. 7006 STRUCTURE EXCAVATION CLASS B INCL. HAUL 3108 1391 21 27 LF. 3766 PVC SANITARY SEWER PIPE 6 IN. DIAM. 27 -64 15367 S.F. 7008 SHORING OR EXTRA EXCAVATION CLASS B 11673 3694 {" 22 158 L.F. 3767 PVC SANITARY SEWER PIPE 8 IN. DIAM. 156 -65 1468 C.Y. -BANK RUN GRAVEL FOR TRENCH BACKfllL 1047 421 23 1 LS. -TELEVISION INSPECTION 1 -66 8 EACH 7029 PLUGGING EXISTING PIPE 6 2 ~ 67 1 LS. TEMPORARY BYPASS PUMPING 1 1 ' WATER LINES ·-530 S.Y. 7055 Cf;MENT CONC. SIDEWALK u 68 211 319 / EACH ' 24 12 EACH 3857 SERVICf; CONNECTION 3/4 IN. DIAM. 10 2 89 2 7041 BOLLARD TYPE 2 -2 I 1 EACH 7045 MONUMENT CASE ANO COVER • 25 2 EACH 3858 SERVICf; CONNECTION 1 IN. DIAM. 2 -70 1 "' f 26 10 EACH -RELOCATE WATER METER 8 2 71 1 EACH 7380 ADJUST MONUMENT CASE AND COVER -1 72 88 S.Y. 7059 CEMENT CONC. DRIVEWAY ENTRANCf; TYPE A as - / STRUCTURE 73 322 S.Y. 7059 CEMENT CONC. DRIVEWAY ENTRANCf; TYPE C 251 71 li 27 113 C.Y. 4006 STRUCTURE EXCAVATION CLASS A INCL. HAUL -113 74 2 EACH 7058 Cf;MENT CONC. SIDEWALK RAMP TYPE A -2 ~ 28 1 L.S. 4013 SHORING OR EXTRA EXCAVATION CL. A -1 75 1 EACH 7058 CEMENT CONC. SIDEWALK RAMP TYPE 4B -1 "l 29 8168 LB. 4151 ST. REINF. BAR FOR FOUNDATION -8168 76 1 EACH 7llll8 CEMENT CONC. SIDEWALK RAMP IA -1 ' ~ 30 95 C.Y. 4202 CONC. CLASS 4000 FOR FOUNDATION -95 n 4 EACH 9605 CONNECTION TO DRAINAGE STRUCTURE 2 2 • 31 1 LS. -SACRIFICIAL BEAM -1 78 2 EACH -CONNECTION TO EXISTING MANHOLE 2 § 32 1 LS. -HEIGHT DETECTION STRUCTURE -1 79 3030 S.Y. 7530 CONSTRUCTION GEOTEXTILE FOR SEPARATION 2272 758 • JJ 35 L.F. -CAST IN PLACE CONCRETE WALL 35 80 3 EACH 7360 MANHOLE 48 IN. DIAM. SANITARY 3 -~ / -81 1 EACH -SANITARY MANHOL£ EXlRA SHALLOW TYPE C -1 ~ SURFACING 82 TON 7166 Roa< FOR ROCK WALL --' 34 874 TON 5120 CRUSHED SURF ACING TOP COURSE S01 373 83 2 EACH 3100 ADJUST CATCH BASIN ~ -2 84 2 EACH 3110 LOCKING SOLID METAL COVER -2 ' ~ CEMENT CONCRETE PAVEMENT 85 1 EACH 3848 RESETTING EXISTING HYDRANT -1 ~ 34 13 C.Y. 5679 CEMENT CONC. PAVEMENT INCLUDING DOWELS -13 86 1 EST. 7480 ROADSIDE CLEANUP 1 1 § 35 40 S.Y. 5656 BRIDGE APPROACH SLAB -40 87 1 CALC. 7728 MINOR CHANGE 1 1 • 1 LS. 7736 SPCC PLAN {i aa 1 1 HOT MIX ASPHALT 89 1 LS. -OEWAlERING 1 1 36 168 S.Y. 5711 PLANlNG BITUMINOUS PAVEMENT -168 90 1 LS. -CONTRACTOR SUPPLIED SURVEYING --> < 37 13 TON 5717 HMA FOR PREUEVELING CL. j IN. PG 64-22 13 -• • • 38 453 TON 5767 HMA CL. j IN. PG 64-22 278 176 E ii ®@%> @(W@ffifilOW&[1 -> :mi • DMJM HARRIS I AECOM APPR0\1£0 FOR CONSTRUCTION --NTS ~r,a,.., SHATTUCK AVES. STORM DRAIN PROJECT . ~ ;R CITY OF " S. 7TH ST. TO S. 4TH PL. --RENTON ' 10900 NE 8TH STREET, SUITE 7:$0 Y.JIANG BELLEVUE, WASHINGTON 98004 ~~-~~ BOB HANSON, P,[, Q<T[ 8 OESQI [NCINEfRDI(; SUf'f~SDR -I .., 4:.':.t I Plonning/Building/Pubtic Work, Dept. SUMMARY OF QUANTITIES S001 "' PHONE; (~ "54"6600 FAX: (42&) 4!4-o220 ·e;:~IIIKU.~ CITY OF REHTON --------· .. t I t..-:ots 1£•c.o I NO. REVISION ... o,m: APA{ A.MEYER z I I I I I I I I ~ '-- { ;; ~ ' I 6 ~ ~ i • • § l ,i ~ ' ~ I ~ I BEGIN PROJECT I I I I ) I // BEGIN CONSTRUCTION -SHATTUCK Al/r. 10+23 ', ",,') I I I I I I I I l1 ®®% @(W@!MJOW&l1 , SECT.18 T.23N. R.5E. W.M. WI I ~+ I ~ qi Si7i) @) L z · 1 ~ " ~ I ~ ~ ~ I :: ~ C'\J Vl I ""-< o I I . .... .._ ...J ~ ~ ~ I I · " " I I u u u I ~ ~ (') I < < ~ ! I L ________ r----. ~------TCE .. ~-------s-------------------------.---~ I o al I ,,, LSHATTUCK AVE. R/W It. ..., ' 0 ---r-------·-__ _, ___________ t' ~ 11+00 N 01'15'52~ E 482.JO' 12+00 13+00 I") i--: g SHATTUCK AVE. gj ; lll · I <fl :r: ,-------J ___________________ : -------. _______________________ ..1 ___ ~ I-I :f ~ u I INTERSECTION I- C/) I I R/W I{ STA!O+O~ ~ i I S. 7TH ST. STA 81+.ll._.O :::.?: o I 'i' I ~ 1 I I I NOTE: SEE PROJECT CONTROi. NOTES ON INDEX Of ORA"1NGS AND GENERAL NOTES SHEET. ]Cl[][][ 20 ! SCAL£ IN FEET -f...1-'fL /ofl)-~ APPROIED FOR CONSTRUCTION I I I I I 1--. ~ .... ~URIN I-1"-20' !~:.~ ... 40 j ; I DMJM HARRIS I AECOM . -~ CITY OF RENTON SHATTUCK AVES. STORM DRAIN PROJECT~. S. 7TH ST. TO S. 4TH PL. ~ 00.. ···= 10900 NE 9TH STREET, SUITE 750 V.BA.CURIN DATUM BELL£VUE,WASHJNOTON 118004 ~ ~""...-'Ai g~G~~ suP.,.,,SOR DATE -I.':: . .": .. I ~ .........,,,.....,,!Pu~• w,m o,,.. ALIGNMENT/RIGHT OF WAY ·1 PHONE:(o$25}464-6600 FAX:{ffl)454-Q220 --~ CfTYOFRENlON R.0'8FIIEN F-(IN(-t:::,,; STA10+00T0STA13+50 I ~ ") ~-Al.. --..,-I i l.!!"'1• 1/t/!C ! NO. REVISION BY DATE APPR A.MEYER z L I 1 i I I I I I ~ AL01 ~ 0 ,.._ r ~ 0 ~ ' ~ ] ';; j I ~ g ! • § ! r ! ., ~ ~ ~ I ~ I g1 ®®<% ®QJJ!ID[M]OuiJ'&[1, ~ ~ DMJM HARRIS I AECOM 10900 NE IJTH STREET, SUITE 750 BELLE-VUE, WASHINGTON 980CM PHONE: ('425) 454-5600 FAX: (425} 454-0220 SECT.18 T.2:3N. R.5E. W.M. I • •' '" «> r-. I") < .... ..... ..... .... 0 ~ ..f. c{ -i, c( ...J <( t-1--I-I-<( ~ y: V) (I) V) (I) I " g " " "' . " I (_) ~ . ~ o o. o u 0 (.? 'f. "' ~ ~. ~ : . ~, <.!> ;;t: cn _TCE;_~. 1 { <. J ,< ~ a . . . . V>TCl "'• ili. TCE iJi a 0 . . ------------, 0 0 '< 0 a' .,; 0 ~ + ~ ;! "' = $~-z ~ 0 8 ~I 0 ;;; .; ,,; "' 0 + +· + . + ~ ~ :" C: I -~ R/W 'i. STA 14+82.35 ~ \ • I g S. 6TH ST. STA 60+00 g SHATTUGK AVf.. R/W Cf. 0 , O ~ _ _ --+------_ ...,.__ -_ ~ / _ -~ ---___ ,_ --_ --_,.!i.Qll!."s~r~-~6:......,__ _ --_ ~ t") 14+00 N 01"15'52" E 482.30' 15+00 16+00 17+00 r--. ~ ~ g1 , SHATTUCK AVE. g ~ ~ ! ~ w I _J w z _.1_ _________ .--------, r------·-----------------. ---------------------z :::; 1-.:io' I 30· I :::; :i:: I iw I :i:: ~ I 5: b ~ I ~ <e I ii;;';U)I <e :E I "'1 ~ I :::; I l"' :C I I "' I-I I CO I I • ! I (I) ' MONUMENT POINT j STATION j OFFSET NORTHING EASTING DESCRIPTION 111 I 1<+a2.3s I o· 176367.40 1299156.69 MONUMENT CASE ANO COVER FOUND, OTY OF RENTON UONf 1898 ~ 20 0 t;..., ...... , 20 ! SCALE IN FEET 40 I N"f'ROVED fOR CONSTRUCTION I I 1-I-V.BACURIN 1"•20' 1~:~"1 ® ;R CITY OF RENTON SHAnUCK AVES. STORM DRAIN PROJECT I~ I 10B HANSON. P.E. DATE DESIGN ENGINEERING SUPEIMS011: CRY Of ltfMTOH ---t--+---------------t--f--+---l V.BACUJUN I I ,-AO'Bfl1EN 11 .:.~ I I NO I ,,_,, I oY DATE APPR ~~ER :..~.=. Plannil'lg/Buildjng/Public: W01b Dtpt. S. 7TH ST. TO S. 4TH PL. ALIGNMENT/RIGHT OF WAY STA 13+50TO STA 17+50 - AL02 _, I I I i I I i I § <f. (.) ! ~ ' i :2- l I ~ ! ~ ~ § § f 1 ., • ' ~ § ~ • 1 g i, ;t ~ "' SECT.18 T.23N. R.5E. W.M. 8 .. a, + .... g \ \ \ \ \ \ \ \ PT S LINE STA 101+17.17 " . \ u . \ PC ~ . \ ~s~c=1N~,~,~~~10=1+~0=0~ .• =9, TCE ! i \ \ \ "' \ .. \ ,,; I a, \ \ .j; I N \ -N \ " \ l'i \ :;; \ + \ "' I ;;; \ u I · \ ~ ~-le ~··i~-°:%-~ < s •W pc '=> ~ "" \"' I u . \ ~ let\ ~ \----TCE *= -\rU \ I I I I S. 4TH PL R/W ~ I I I . I ~~..-'"\ \ P.O.T. S LINE STA 102+99.34, o.oo· Ri- s. 4TI-i PL STA 39+89.66, 0.00' RT= SHATTUCK STA 21+52, 10' LT L---------r---END PROJECT uJ uJ Ul1 O "" -t=5------------------~ . \ -~·n" ~ ·-\S ;:;-,;;-----------="' -__lj \ 10' ___.~ \ N ~ .--------~ I 07'06'Jr . \ E 02+00 N 01 "18'22'" E ' END CONSTRUCTION N 76 ' 33 '"" E bl /SHATTUCK AVE 22+33 ..., 0 N 01'21"57" 405.56' ,oo+oO U'"l • ~ -1 18+00 / gl P.O T. <( STA 18+5-4 68, 0.00' RT-t;; S LINE STA too+OO. 0 00' RT uJ z ::J I ~ <( :::;; ---------------------- INTERSECTION STA 18+63.34, o.oo· RT = HOUSER WAY S. STA 50+00 HOUSER WAY STA. 50'f-37.00 MONUMENT POINT I STATION I OFFSET I NORTHlNG I EASTING \_ \ \ \ \ I \ \ \ 155.21' \ 20+00 R/W Ii. P.I. 1 J a) ~ '1'I STA 18+87.86, 0 HOUSER WAY S. R/W It_ -;O ~ DESCRIPTION ~ ~ 121 I 2o+<J.01 I o· I 116921.91 I 1299169.41 J MONUMENT CASE ANO COV£R FOUND CURVE DATA CURVE NO. P.I. RArnus t; LENGTH TANGENT i 1) S LINE STA 101+-0B.89 60.00' 15"55'4Y 16.68' a.:,s· i 2) S LINE STA 101+94. 78 110.00· 05"48'10" 11. 14' 5.57' N 01 '18'22" E 560. 91' 21+00 I\ 0 22+00 ~ \ -/ ~ \\ g' \ [D_! S LINE STA 102+00.35 \SHATTUCK AVE. J ',--------;\osr STA 101+89. 1 ----------t:::c~=--~-------- \ ST A 21 +54.6J, 0.0 R°"f.; \ S. 4TH Pl STA 40+00.00 \ \ \ \ \ \ \ \ CONSTRUCTION NOTES: 0 INST ALL MONUMENT CASE AND COVER. 20 0 L----~ ----20 40 ! ! ~ I ®®% ®Ml:IDlilttlO'ini'&l1 SCALE IN FEET ~ ~ APPROVED FOR CONSTRlJCllON ........, 1~=2Cf 1--=-,::" .Ill'.,, ;R CJTYOF Y.BACUAIN .~ V.BACURIN RENTON PIDIW'llnq/Bulkffnq/Pllbllc We.mi o.pt. --' ....,,... --- ' I R.MEVER SHATTUCK AVES. STORM DRAIN PROJECT l•ow I S. 7TH ST. TO S. 4TH PL. -DMJM HARRIS I AECOM 109D0NE8THSTREET,SU1TE750 ~~-/ 808 IWolSON P[ DA.lf -1 I --I I ,;:--• ~ BELLEVUE, WASHINGTON 98004 ~~ DtSICN ~NC SlfffMSOR -1 RD'BRIEN I . .,.~~-'---PHONE: (425} 464-atoO FAX: (425) 454-0220 1 Cl?Y OF" RENTON I -.. _.. 1 ~ iii ~ c,,o,,u ,1t1.. No. RfVISION BY OAtr APP 1 1 1 l I I r 1 1 z - AL03 ~ ~ () ! ~ ' ;> ! ., I ~ i l ! 1 .~ ~ ~ ! > • i i • " ~ ~ ri ~ ~f "'I Xf WI ct SHATTUCK AVE. 30' +---------------30' ----------,· ~· ~ ct STORM DRAIN ~ I"' 1s.2· AND VARIES ro 20· JI l ~ • 1 I ~-----t----'~-------I 19' I f I I I EX. ASPH & GRAVEL SHLD. I 12· 58 LSN[ 1 +/-20· I l-..-., NS LAN[ AND PARKING I I i~ I I I I I s .. I~ 1--~ 2 1 . ~ ,:j I RECENT OVERLAY SURFACE ROADWAY SECTION A-SHATTUCK AYE. STA 10+23 TO STA 11+12 ct SHATTIJCK AVE. ! 30' .. 1-JO' ~ I;. I r~ -I ,~ I '"~00~. I I ~ I "' --1 I : I . _ "' , ' I wfr· 15 I 20· f ... +/-~--I I r---,1 I 12' ---NB LANE ANO PARKING l I I I ~•-I I ' VARIES I P ARKING AR[A I I -1 EXrST. i ,oh ~,-{-1---s=----------~-E:1::N~-G~~ND 2" /:"\ \ T OVER LA y SURF ACE \ 1 J \.__ £XIST1NG CROYiN R£CEN ROADWAY SECTION B-SHA TTUCK AVE. ®©©Xei ®QJJ@IMJOW/A\11 STA 11+12 TO STA 11+97 DMJM HARRIS I AECOM ~ APf'RO\/ED fOR CONSTRUCTION 10900 NE 8TH STREET.SUITE 750 BEl.l..EVUE, WASHINGTON B8004 ~r~-=-·£ DATE F'HOtE: {425) 464-0800 FAX: (425) 45M220 . D!5~H [HO<Ntt .... 5UP£RYISOR CIT'f or MNTON ' I NO. I REVISION " ct SHATTUCK AVE. 30• I I~ I 30' fer I Ix f-ct STORM DRAIN [D f w ~1 . ,.,. = ·-ro .. ~-. I ;! ~. . ~~ •/-W ~ I I I ,~ 11 12_··____ ' -, NB LANE°AND PARKING ·1 I f I SB LANE !---..::f ·-·~ --~·:· -1 EXIST. PARKING AREA@], I ~ I I I I I I . I I 0 , I l l~---------1 I 3 ~ VARIES -------------~-------'-----L---~--~ ~ ~_,-~=:.-~ \\ EXISTING GROUND L_-,L,~,-+~:--j" 2 /:"\ VERLA y SURF AC£ -EXISTING CROWN RECENT 0 ~Tcm;: i'~'~ I I 12 : I~ I I L ___ r __ _J DRAIN TRENCH. 48,. STORM 06 SEE SHEET SO ,· 1 ' 5% 1~ _______ t·I -f ""'"---"- J \. -4• ROADWAY SECTION C-SHATTUCK AVE STA 11+97 TO STA 14+44.28 NOTES: [TI MATCH EXISTING PAVDJENT GRADE IT] 0 [D 0 0 0 FULL DEPTH SAWCUT MA TQ-1 EXISTING PAVEMENT SURF ACE ANO THICKNESS OF PAVEMENT IF GREATER THAN +". SEE DETAIL SHEET RD02 FOR PATCHING DETAILS FULL DEPTH SAWCUT MATCH EX1Sl1NG PAVEMENT SURFACE ELEVATION. SEAL W/ CSS-1 ASPHALT 16.2' ANO TAPERS FROM STA. 12+74-, 16.2' LT. TO STA. 14+38.35, 14.85' LT. STA. 11+98 TO STA. 14+02.85 SWAL[ GRADE UN£ SEE SHEET RP01 FOR PAVED SWALE ELEVATION SEE DRAINAGE PLAN FOR LOCATION OF STORM DRAIN GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTEO DEPTHS SURFACING LEGEND: 0 HMA CL 1/2 IN. PG 64-22 SURFACE COURSE 0 HMA CL 1/2 IN. PG 64-22 BASE COURSE 0 CRUSHED SURFACING TOP COURSE @ CONSTRUCTION GEOTEXTILE FOR SEPARATION GEOTEXTILE TO EXTEND 1' BEYOND TRENCH DRAIN WHERE POSSIBLE SHATTUCK AVE s. STORM DRAIN PROJECT~-I S. 7TH ST. TO S. 4TH PL. --..,_, NTS ....:tl'.:l!".41- V.JIAHO ® I !R CITYOF -Y.JIA.NG ~:i~u~i!:~T~~ De~. -I • ':,.-:!.r I R.MEYER #-11111111:-TYPICAL SECTIONS I RS01 ---I DATE. I APPR I R. MEYER ~ a: 0 I ' t I ~ l i § ~ i .J J ' ~ I JO' 'i SHATTUCK A VE. 17' r t 'r __ -7:.__ is1Jf.r "' I . os· 12 -i':jl ·II, SBLANE I I NB LANE /I.Nu l"At<K.INL> +/-20' JO' I~ '"' Ix lw I I VARIES I I ?Ii l I VARIES ::.J1 J ---?~--------~------~~:~::T~:~~OUND ·~0~ EXISTING CROWN 2 (2} RECENT OVERLAY SURFACE ,. , r.;::.. ~ L ~I 0_ .o l ~tsiDEW1L~I 1 xi Ii,, 0,5 1 ! WI 1 ~ ---1c~:::~~ STA 14+99.65 TO STA 15+13.48 ROADWAY SECTION D -SHATTUCK AYE. STA 14+44.28 TO STA 15+13,48 1 ~1 ®®% ®M®IMi!UW&11, > ~ 0. ~ .; DMJM HARRIS I AECOM 10900 NE 8Tii SlllEET, SUITE 750 BELLEVUE. WASHIHGTON 98004 Pl«lNE: (425) 4&1-6800 FAX: (-'125) 454-0ttO APPROYtO fOR CONSTRIJCTlON l!I08 HNfSQN, P .[. DAT~ DESIGN EMGINEERING Sll'EfMSOR cm' Of" RE~ "I ~, ;-----JO' 17' 12' SB LANE 'i SHATTUCK AVE. I +/-20' NB LANE ANO PARKING JO' ii< ,--... 1; I I I 1 I -I ________ 1 _____ _ -_ l_ -----------------___ y--- I I ,~, ~ EXISTING CRov.,,i ·o· I I . L ______ J\ '" I MATCH EXISTING ~I GRADE ___ L_ _____ ~ I rill \__48" SD TRENCH, SEE SHEET S006 I ~I ,r1 ><I ~wl 7' s.s·III ' VARIES I I ~ STA 15+64.42 TO STA 16+14.86 STA 16+28.76 TO STA 17+12.47 -1 I <:_I £EXISTING SIDEWALK :, £.::1 rill _.:L_====~ 1 STA 17+12.47 TO STA 17+54.28 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED OEPTH NOTES: r:;1SEE Cf:MENT CONC. ORIVEWAY ENTRANCE TYPE A DETAIL ~ON SHEET RD01 fOR FACE Of CURB ELEVATIONS r.i1 FULL DEPTH SAWCUT ~MATCH EXISTING PAVEMENT SURFACE AND THICKNESS Ot PAVEMENT IF GREATER THAN 4". SEE PAVEMENT PATCH DETAIL ON SHEET R002 0 SLOPE TO GRADE NOT TO EXCEED 3: 1 r;-,FULL DEPTH SAWCUT l:_JMATCH EXISTING PAVEMENT SURFACE ANO THICKNESS OF PAVEMENT SEAL W/ CSS-1 ASPHALT r.:, SIDEWALK LIMITS EXTEND FROM ST A 15+ 13. 46 TO L..:::.JSTA 15+62.42 AND STA 16+14,86 TO STA 16+61.76 FULL DEPTH SAWCUT CfJMATCH EXISTING PAVEMENT GRADE SURFACING LEGEND: 0 HMA CL 1/2 IN. PG 64-22 SURFACE COURSE © HMA CL 1/2 IN. PG 64-22 BASE COURSE 0 CRUSHED SURF ACING TOP COURSE 0 CEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F-005 © DEPRESSED CURB, SEE OET All ON SHEET RD02 © CEMENT CONC. TRAFFIC CURB AND GUTI[R DETAIL SEE SHEET RD02 0 NOT USED © CEMENT CONC. ORl'A:WAY ENTRANCE @ 4" TOPSOIL TYPE C &: SEEDING & FERTILIZING @ CONSffiUCTION CEOTEXTILE FOR SEPARAnDN GEOTEXTILE TO EXTEND 1' BEYOND TRENCH WHERE POSSIBLE ROADWAY SECTION E -SHATTUCK AVE STA 15+13.48 TO STA 17+59.53 --NT$ ~-·-Y.JIANG ---~ ;R CITY OF Y.JIANG RENTON -f _.,:._":u I R.ME:YER .----P!Gnnitlo/Buildil'IWPubrrt Worb Dept. --· SHATTUCK AVES. STORM DRAIN PROJECT f,m I S. 7TH ST. TO S. 4TH PL TYPICAL SECTIONS - RS02 ,--I f\.f.ff ! AP'Pfl: I R.YE'tER ii I ~11s:tµ/le_J I f Pm. j Rtv!SION J ... I ~I~·· ( J I I I I I z I I I I I j I I ~ a: 0 r ~ ' i f C / i I • § ! i ! ·a • • 0 I • 1 1 't SHATTUCK AVE, ~---~-30' 30• · . ~ "' xi WI '. 5.5' 17' Ix 1w +/-20· I I SB LAiff··---, 12' D-NB LANE AND PARKING l I . I ---------------..r ---------__ _I_ -. I ___ J __ ~ R. 2-~ ~ '--rnsnNG CROWN 1'~ ,1 """"'~ ~o~~ ! ~"-@ L ______ _J ~48" SD TRENCH, SEE SHEET SOOS ROADWAY SECTION F -SHATTUCK AYE, STA 17+59.53 TO STA 17+92.00 SHATTUCK AVE. 13' VARIES I~ 1 VARIES 16 ,± jx ~I , 1 w "'I 5.5' 17 I /;j I SIDEWALK 0.5· __,Lr--· , I ~I 5 • I MATCH I , txisnNG I __ I 0-\wr ~~OPE, VARIES --------- ___ J ___ _ 12 0. ·~-r.\ i ,~ 3 I I I I I I L _______ J 48" SO TRENCH. SEE SHEET S006 ROADWAY SECTION G -SHATIUCK AYE. STA 17+92.00 TO STA 18+99.69 ~ I ~ ®M!ID[M)O'uu&[1 M"PROVED FOR CONSTRUCTION l DMJM HARRIS I AECOM ~ 1080D NE 8TH STREET, SUITEn<> • PHONE: (425) 454-5800 FAX: (.425} 454-0220 ~~~ DESIGN ENGINEERING SUPERVISOR PAVEMENT SURFACE i'.'t.3 z· ISLAND SECTION SHATTUCK STA 17+92.00 TO STA 18+62.00 SHATTUCK STA 21+80.20 TO STA 22+32.53 GENERAL NOTES: 1. ALL DEPlHS SHOWN ARE COMPACTED DEPlH NOTES: r.-1SEE SHEET RP02 AND RP03 FOR FACE Of L..!JcuRB ELEVATIONS 0PARTIAL DEPTI-l SAWCUT OR r GRJNO MATCH EXISTING PAVEMENT SURFACE SEAL W/ CSS-1 ASPHALT IT) SLOPE TO GRADE NOT TO EXCEED 3, 1 0 MATCH EXISTING Gl.JlTER PAN r.l SEE ISLAND SECTION THIS SHEET FOR MEDIAN ~DETAILS iclSLOPE PAVEMENT STARTING FROM MATCHING ~ EXISnNG CROWN SURFACING LEGEND: 0 HMA CL 1/2 IN. PG 64-22 SURFACE COURSE 0 HMA CL. l/2 IN. PG 64-22 BASE COURSE 0 CRUSHED SURF AaNG TOP COURSE © CEMENT CONC. SIDEWALK/PER RENTON STANDARO PLAN ORAWINC F-005 © NOT USED © CEMENT CONC. TRAFFIC CURB ANO CUTTER DETAIL SEE SHEET R002 (j) 2" MIN HMA CL, 1 /2 IN. PG 64-22 LEVELING COURS( AS NEEDED © TYPE A PRECAST TRAFFIC CURB SEE WSDOT STANDARD PLAN f-2 © NOT USEO @ CONSTRUCTION GEOT(XTILE FOR SEPARATION GEOTEXTILE TO EXTEND 1' BEYOND TRENCH WHERE POSSIBLE ~ --NTS ~=-~•• ilD CITYOF SHATTUCK AVES. STORM DRAIN PROJECT l::""'J S. 7TH ST. TO S. 4TH PL ~ DAMA ~ RENTON TYPICAL SECTIONS RS03 ·-'.:'~' ' ~ / ...... ,!Bv<,.,,,.,,,._ ... ~ ...... i I R.MEYER ~ BEUEVUE. WASHH<3TOH aeoo,4. ~ootttt1 B08 HANSO~. P.E. D,t,TE "1 ~/Os'1ot CITY OF ROOON j I ""'•es l1'{'~ I -.:,,,. ·-"'-·-:::·- NO. REVISION 8Y DAT£ APP I ~ a: 0 { i ' 1 2 ., I ~ ! j § ~ 1 .f ., ~ ' ~ I " 1 'i S LINE 2' 10' 10' VARIES 8' _ ._1~-- ---IT] SB LAN€ NB LAN( WAU(WAY l I \\ II PROF'JLE'. GRADE UNE ·1 . \/I\R\€3.. ', ANO PIVOT POINT ~ ~i ~,,.. V: ~ "0_,,_ , -\= --\ --'\ \ \, ' °", 6 \_© ~ \_® ROADWAY SECTION H -S LINE STA 100+45.67 TO STA 100+79.07 STA 101+25.11 TO STA 101+46.75 'iSLINElll • 10' -+ 10' VARIES 8' 2' SB LANE . NB LANE WALK WA y I I PROFILE GRADE UN[I I JI) If AND PIVOT POINT ?% ~, I ~..:ie.,. ! ~ --~ -~ ~ ~ iO~-""----@ I I I I 48" SO TRENCH, SEE SHEET SD06 .._ ______ _J ROADWAY SECTION I -S LINE STA 100+79.07 TO STA 101+25.11 Ai®©% ~MOOIWOW£11 I ~ 8 DMJM HARRIS I AECOM 109CJO Ne 6TH STReiT, SUITE 7SO BELL.EWE, WASHINGTON l8004 N'PR~ FOR CONSTRIJCllON 808 HANSON, P.f. DA1E DESICN ENCIHEERING SUPEJIVISOR ~ :, wl I I 'i R/W JO' j VARIES I JO' ,t 1°' Ji.'i I ~ • I ~ -•@-""' • I 0'7 / ' : -. 1 ,,__-'""' . WALKVIAYl I 09 1 ~ ~ · I f[i'J' : == T _, -·-I ---"'-,..,I ! i~~~::~,~, ~ ~ I LvARIESm '1_ S LINE I 10· I 10' VARIES -NS LANE SB LANE I 0-~I I~ ------·--. .......l2- SWALE fOR DRAINAGE -. SEE DETAIL ROO::.; roR I J \ ~(TYP.) ;:------~~-@ ElEVAnONs --48" SO TRENCH SEE ' SHEET SD06 STA 102+40 TO STA 102+63.61 ROADWAY SECTION J -S LINE STA 101+46.75 TO STA 102+63.61 NOTES: OJ SEE LANOSCAPE PLAN FOR GRADING (I] SEE ROADWAY PLANS FOR SAwa.JT l.lUITS r., PROV10E FULL DEPTH SAWCUT AT R/W LIMITS L::'.J MATCH EXISTING PAVEM(NT ELEVATIONS SEAL W/ CSS-1 ASPHALT GENERAL NOTES: 1. All DEPTHS SHOWN ARE COMPACTED DEPlH SURFACING LEGEND: 0 HMA CL 1 /2 IN. PG 64-22 SURF ACE COURSE 0 HMA CL 1/2 IN. PG 64-22 BAS£ COURSE 0 CRUSHED SURF ACING TOP COURSE r;\ CEMENT CONC. SIDEWALK/PER RENTON STANDARD \:.../ PLAN DRAWING F -005 © NOT USED © CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE SHEET RD02 (j) NOT USED @NOT USED ;;;;.,. •f' TCFSOIL TYPE C & SE[OING & FERTILIZING. SE£ Y.::.f LANOSCAPE PLANS FOR GRADING AND LANDSCAPE DETAILS ® CEMENT CONCRETE PAVELl:ENT -SEE DETAIL ON SHEET ST04 r;, SEE SHEET ST01 FOR SACRIFICIAL BEAM BET\\'EEN ~ CONSTRUCTION GEOTEXTILE fOR SEPARATION L.:_I STA l0o+70.94 TO STA 100+79.07 ANO ~ CEOTEXTllE TO EXTEND 1' BEYOND TRENCH WHERE POSSIBLE STA 101+16.2 TO STA 101+25.11 --wu:. NTS ~.:::-;.:,_, Y~IANG ;R CITY OF -UANO RENTON SHATTUCK AVES. STORM DRAIN PROJECT~ S. 7TH ST. TO S. 4TH PL. ~ -I .~":u: I Plo~i~Public Worlt.9 O.pt. TYPICAL SECTIONS RS04 * R.MEYEA FNIIJOl€NM =-T ,1 A.MEYER PHONE; f,125) 454-5600 FAX: (426) 454-0220 CITY Of RENTON ~ I I I~ I I I NO I R~IOH I 9Y I DATE I APP ,-I --I I I I I I I ,-: I : I I () ! ,; ~ ' " l C -, I / ~ • C , ] 00 § ! J • -, ~ ~ ~ ! • ~ If_ SHATTUCK AVE. 30' ! VARIES i--------~~-----------t ~I 27' I 15.0' 5.5' Io: ~ _t________ IOEWAll<I Ii:; 1 _ Wffi~ OS I I I I I I m 131 2n IIh I ~s v~ ~ ---\------l,_=-'1 \ \-;© --·· EXISTING GROUND '.I \ ~ . L© I I I I ..__,, ~ I f,..~ ~------~ ~48~ SO TRENCH, SEE SHEET S006 ROADWAY SECTION K -SHATTUCK AVE STA 21+16.27 TO STA 21+62 W W I ------------------i I ~ VARIES FROM 15.0' TO 21.5' I t1 ,.;i 1, 1t ir: l 14.0'± 8.o' vAmEs ~ I I"' /;; II •TRAfflC ISLANOI • i I/;; SEE DETAIL I ' I I ,,, SHEET RS02 171 ~I I 1.11 I t..!.J ~ 171 =-f'\I 11 "' ~I ----------J -----~ VARIES VARIES, 12.J VARI£ ~-L------i..L ~~ £1, f,] Eh I v~ \ ;-:::====== ~ ~~ 2· 1 STA 21+93.86 TO STA 22+33 ROADWAY SECTION L -SHATTUCK AVE STA 21+62 TO STA 22+33 ! s ~ 1 @@% ~(ill@IMiJO'inf'b:111 I DMJM HARRIS I AECOM lt.PPROYED fOR CONSTRUCTION 10900 NE 8TH STREET, SUITE 7$0 0 ~ / (TYP.) I ,,,I ,r °'I w i:l! If. S. 4TH PL t--30' I ---=~-- ~-29.5' I VARIES 0 L------"'------,------------j ~ ---------1'66~-L~ -EXISTING GROUND ----~ --::< ··0 5.5'&VAR. SIDEWALK 0.5' -4 -.1"@ ROADWAY SECTION M -S 4TH PL. 1t 0vAffi£S STA 39+29 TO STA 39+72.86 If_ HOUSER WAY S. R/W I 12' AND VARIES 0.5' 5.5' SIDEWALi [II p ~ -----~--..:: (T'rf>.) 0 NOTES: DJ MATCH EXISTING PAVEMENT GRADE ill SEE SHEET RD03 F'OR CRADE BREAKLINE LOCATION ri1 SEE SHEET RDOJ FOR PAVEMENT ELEVATION GRADES ~ AND CURB LOCATIONS E] MATCH EXISTING GUTTER PAN 0 SEE SHEET R003 FOR GRADE BREAKUNE LOCAllON [!) FULL DEPTH SAWCUT MATCH EX1S11NG PAVEMENT SURFACE SEAL W/ CSS-1 ASPHALT 0 NOT USED ill SLOPE NOT TO EXCEED 3: 1. ROADWAY SECTION N -HOUSER WAY S STA 50+00 TO STA 50+33.04 SURF ACING LEGEND: --NTS Y.JIANG -YJIANG -A Mf.YFA GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS 0 HMA CL 1/2 lN. PG 64-22 SURFACE COURSE 0 HMA Cl. 1/2 IN. PG 64-22 BASE COURSE 0 CRUSHED SURF ACING TOP COORS£ /;'\ CEMENT CONC. SIDEWALK/PER RENTON STANDARD ~ PLAN DRAY.tNG F-005 © NOT USED © CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE SHEET R002 @ TOP SOIL ANO SEEDING @ CONSTRUCTION GEOTEXTILE FOR SEPARATION GEOTEXTILE TO EXTEND 1· BEYOND TRENCH WHERE POSSIBLE ,:,~O:,~ ;R CITY OF SHATTUCK AVES. STORM DRAIN PROJECT~ S. 7TH ST. TO S. 4TH PL i=.-..---i RENTON Prol1Mg/8vi!dill9ft'\lbfic WOrks Dept. TYPICAL SECTIONS RS05 * L.':..~I ----· • I R.MEYER m BELLEVUE, WASHNGTON 98004 ~-• 808 Ki\N50N PE DA.IT 0_ PHONE: (42!5} .. 54-5800 FAX; (425) 454-(1220 ~~~ DESIGN ENGINEfflHC SUPERY150R ...., ~ cm OF RDfTON ~ ] E>N<n 1/tN / ~---·-. ,!.°F-~- HO. A£1J!SION BY DATE J.PP ~ ~ Q ¥ ~ a ' ~ ii g. } I ~ J ~ a § 1i f . j ~ ' ~ / BEGIN PROJECT I I I I I I ) I I / BEGIN CONSTRUCTION SHATTUCK AVE 10+23 '...._ ..... ' ,. 1 I I I I I I I I I I I SECT.18 T.23N. R.5E. W.M. I ~ Si7? ~e z I I l g1 + J . • __ ·U> ,_-_r '..( .----- ·_ 1', c i . /J!o:: .z •>· _••>": ' r· .. : -~O-· ..... ·.-_· .. ··+ .... a •• :·-··.. · •..••• SH~~~K-~";; . -~: •• · ·-··-····· , ........ •'i~-.·.• . N 0 0.. U) 0 ~ 0 ·t . . . . - \ y ! /f{j?/; --·-·---·--------------------·· .. ---:cccc:~18Lc -----•·-----------~ I y· w . I z t-= ·, I ~ 1/1' ;ii I ~ ;!: 8_ I ;i ...... ct ' ~ mi PLAN GENERAL NOTES: 1. SEE ROADWAY PLAN &: PROFILE FOR LltJI TS Of CONSTRUCTION ANO ASSOCIA TEO REMOVAL LIMITS. 2. PROlECT CROSSING UTILITIES DURING STORM SEW£R ANO UTILITY CONSTRUCTION OR TRENCHING. CONSTRUCTION NOTES: 0 NOT USED. r;;\ REMOVE ABANDONED SANITARY SEWER, PAID FOR ~ AS REMOVAL OF STRUCTURES & OHSTRUCTIONS. /';;\ REMOVE CATCH 8AS1N. PAID FOR AS ~ REMOVAL OF S1RUCTURES & OBSTRUCTIONS. I,\_ UTILITY POLE: TO BE RELOCATED BY PSE. \:!.I SEE NOTES ON SHEET 5001 . t,\ REMOVlNG MANHOlL PAIO FOR AS 'c../ REMOVAL OF STRUCTURES & OBSTRUCTIONS. © GAS UAIN TO SE RELOCATED BY PSE. LEGEND 18] INLET PROTECTION ---SAWCUT ! ii © SEE DRAWINGS SD01-S003 FOR PROTECTION OR RELOCATION OF EXISTING WATER ~ETERS. ix:::] REMOVING ASPHALT CONC. PAVEMENT 0 ABANOONMENT OF MONITORING WELL. © TELEPHONE PE OEST AL TO BE RELOCATED BY OTHERS 1 ~ 1 ®®% ~l!Dlfilli.'!ilD'uuM ~ 2 N'PRCNEO FOR COHSlRUCTION DMJM HARRIS I AECOM 10900 NE 8TH STREET, surre 750 BOB KANSON. P.E. OAJE BELLEVUE, WASHINGTON 98004 OESICN ENQN[ERING $1JPEIMSOR N,Vl#ll'=N • Fn·--~ • I ~ I PHONE: (425,) 454-MOO FAX: (,t,26) 464-0220 CITY Of" RENTON -__. -y ':° NO,. REVlSION B'I' DATE APP I ~ ~1"=20' ------""""' Y SIANO ~ -K.MCBRIDE -I .. ~.-• I ,1 Fl.MEYER ;R CITY OF RENTON Plonnir,g/Stt,ldino/PI.Jblic Works Dept. 20 0 L-.-••• -.~ IDCOCI 20 I SCALE IN FEET SHATTUCK AVES. STORM DRAIN PROJECT S. 7TH ST. TO S. 4TH PL. SITE PREPARATION/EROSION CONTROL STA 10+00 TO STA 13+50 40 j I SP01 ~ (/) u l ~ ' " f ! I " -' ! 0 g • i -· ! ~ I "' • 1 1 & 1 ®©% @M®!KlilDW&J1 5 a. (/) I (.) ~ ~ w z :; ~ < ;:;; l ~-~ DMJM HARRIS I AECOM .'£.~~ --· FOR CONST...cTION 10900 NE 8TH STREET, SUfTE 750 SECT.18 T.23N. R.SE. W.M. F7ii? ~ L Z I : o! I "' I ;!; I i-! I I Vl l : i!: I CO I I I vi PLAN LEGEND 181 INLET PROTECTION ---SAWCUT ~ REMOVING CEMENT CONC. PAVEMENT czz::zz::zo REMOVING CEMENT CONC. CURB ES2] REMOVING ASPHALT CONC. PAVEMENT 0 CLEARING ANO GRU881NG ~ REMOVING CEMENT CONC. SIDEWALK CONSTRUCTION NOTES: /;;\ REMOVE CATCH BASIN. PAID FOR AS \=/ REMOVAL OF STRUCTURES & OBSTRUCTIONS. © REMOVING MANHOLE. PAID FOR AS REMOVAL OF STRUCTURES & 08STRUCTIONS. 0 GAS UAIN TO BE REl.OCATEO SY PSE. © SEE ORA~NGS SD01-S003 FOR PROTECTION OR RELOCATION OF EXISTING WATER METERS. 0 ABANDONMENT OF MONITORING WELL. © NOT USED. r;;\ REMOVE ABANDONED SANITARY SE'hER. \:./ PAJD FOR AS REMOVAL OF STRUCTURES & OBSTRUCTIONS. I') 0 Bi I (.) ~ C, w w ,·.~;:J(n ~ il!/l w z :; I ~ ;:;; @ REMO\llNG CEMENT CONC. CURB. @ R£MOVING CEMENT CONC. SIDEWALK. @ NOT USE.0. @ TO BE PROTECTED OR RELOCATED BY PS£. ® R(MOVE STORM ORAJN. 20 0 Lr.y.•.11 20 i 40 ! @ REMOVING CEMENT CONC. PAVEMENT. SCALE IN FEET -~ 1·-20' ~~=-, SHATTUCK AVES. STORM DRAIN PROJECT Y.JWIG ~ ~ CITY OF -S. 7TH ST. TO S. 4TH PL ,_ K.MCBRIOE RENTON -I "'':..':..: I PhMninG/Buiklinw"Public wor111 Dept. SITE PREPARATION/EROSION CONTROL Dn'l:IDH:"M' SP02 "" BELLEVUE, WAStUIGTON 98004 ~--• l!IOEI HNISON P..( DATf 0 • PHONE: (425) <164-6800 FAX: (425) 464-()(220 ~~ D£S!CN ~£Im.IC SUPEAvl~ -. 1, CITY or filUfTOPt I ~I ~......... .::r~ I -r!r I "IO, RL'IISION 8Y OAT£ M>P I STA 13+50 TO STA 17+50 ,1 A.MEYER ~ Cl) (.) I •i ~ ' ~ 1 ' i ); ~ • ~ -; I § s 1 -~ -, • ' ~ I • SECT.18 T.2.3N. R.5E. W.M. O'--><:,.,.<.:::,/...::,,,.: It)·-+ r-- ~ ~ ::-: . .. ,;.,, ~·---~~~~-~~~---------- -' r ~ ~ \\}:,~ I "-~\ iC\• ' '\ \ ~\ '\\:, -@ LEGEND \81 INLET PROTECTION SAWCUT ~ RDAOVtNG CEMENT CONC. PAVEMENT = REMOVING CEMENT CONC. CURB ~ REMOVING ASPHALT CONC. PAVEMENT ~ PLANING BITUMINOUS PAVEMENT D CLEARING AND GRUBBING, SITE ~ Rf.MOVING CEMENT CONC. SIDEWALK ··\_ ,._, ~~ -, \\,: •. - \}\ \JJ-, I \ <· • • I ,-,.-. " - PLAN CONSTRUCTION NOTES: r.;\ REMOVE CATCH BASIN. PAID FOR AS \!:./ REMOVAL OF STRUCTURES &: 08STRUCTIONS. © REMOVING MANHOLE. PAID FOR AS REMOVAL OF STRUCTURES de OBSTRUC'i'lONS. @ GAS UAIN TO BE RELOCATED BY PS£. © SEE DRAWING S001-SD03 FOR PROTECTION OR RELOCATION OF EXISTING WATER METERS. r;;\ REMOVE ABANDONED SANITARY SEWER. \!.I PAID FOR AS REMOVAL OF STRUCTURES & OBSTRUCTIONS. @ REMOVING CEMENT CONC. PAVEMENT. @ REMOVING CEMENT CONC. CURB. @ REMOVING CEMENT CONC. StD£WAlK. @ ADJUST EXISTING UANHOLE. I I \ \ ~ $L Z @ REMOVE STORM DRAIN. @ ADJUST HANOHOLE. ® RELOCATE LIGHT POLE. SEE SG01 FOR LOCATION. @ REMOVINC PAINTED CROSSWALK LINE. @ PROTECT SHALLOW WA TERUNE. .Q.. ADJUST POY,(R BOX {BY OTHERS) COORDINATE WITH PUGET SOUND 't::/ ENERGY. @ RESET EXISTING ~ONUMENT. ~ SIGNS TO BE RELOCATED. \t::J SEE SHffT 5G01. ® AD..l.JST TELEPHONE VAULT (BY OTHERS} COORDINATE WiTH QUEST • @ RELOCATE PLAQUE, SEE LANDSCAPE PLANS FOR LOCATION. ;;;;;,.._ SEE STORM DRAIN ANO UTILITIES PLAN 20 0 L.-.-..... , 20 40 ! I @ ADJUST VALVE BOX TO GRADE. l ~ I ®@% ®l\D[ID[MJO'u'u'&l1 't::/ HYDRANT CONSTRUCTION. SCALE IN FEET ~ I DMJM HARRIS I AECOM I ~ 1-= '°" CONSJRUCTM)N I I I I I 1-I I I 1 "'" I z ~ ri 1D900NE 8TH STREET, SUITE7!0 I SHATTUCK AVES. STORM DRAIN PROJECT 1-I S. 7TH ST. TO S. 4TH PL. --1·-2CY ~.::"'~ .... YJIANG ~ l ;R CITYOF -Y~W<G o! RENTON - BELLEVUE. WASHINGTON 98004 PHONE; (425) 454-a600 FAX: (425) 454-o220 806 tWISON. P.E. DESIGN ENGINEERING SUPEfMSOR CflY Of RENTON """ -R.o'BAIEN -I .~':u I ·-----Pl1111ning/8111lding/Pul>lie Work.t OltPt. SITE PREPARATION/EROSION CONTROL STA 17+50 TO STA 22+33 SP03 >I R.MEYEA ~I I ,,~ ... ,,. I I •0.1 RMSION I.,.,,,,.,,, ... , I I I I 1, I ~ Ir a: () '-- { • « ' " <:: ! l ~ ~ ii ~ § ~ 1 .i -~ « ~ ~ I \' ~ 1 l ~ POINT 1 2 J 4 5 6 7 • I / / I ) / BEGIN PROJECT BEGIN CONSTRUCTION SHATTUCK AVE 10+23 ', ', ' ~ I I I I I I I I I ANGLE POINTS STREET LOCATION SHATlUCK STA 10+23.5, 2a.o· LT SHATTIJCK STA 11+12.3, 28.0' LT SHATTUCK STA 11+12.3, 29.5' LT SHATTUCK STA 11+97.0, 29.5' t.T SHATTUCK STA 11+97.0, 25.1' LT SHATTUCK STA 10+~6.3, 11.7' LT SHATTUCK STA 12+74.0, 11.4' LT ®®% @l\!J®IMJO'IT'TI'&[1 i-: (./) ~ I' (./) SECT.18 T.23N. R.5E. W.M. l : + Sii7i? '*' l z I ~ I ~ a: I 48" STORM ,---8" SANITARY SEWER ~ SEWER / 0 g1 1 ~~---:._--W ~ J e" "VC ss ------·--------------PROPOSEo-PAviNGLIMIT ~ _.-. _.-. I I -~--------1 >----~------.€~---~---------o ~ -\-®_ _ --_·. __ ----1----~SPHALT s~~==----__ : _i~t ~ ~c~-A~ -R~~-<c---~ , 10 > ' 11+00 12+00 --13.,..00 T""" -< t . t .. -----_ ,-Slj_~TTUCK AVE. . . _ .. ~ ,, ' ~ I G-7------------------------------------------------------------~ I \ SHATTUCK STA 1o+2J, 14.4'.-,lT,. .I I BEGIN HMA PAVEMENT CJ I -= ~ I :::;; I I I I I ~i :,l I 35 30 I I I PLAN GENERAL NOTES: 1. SEE OWG SD01-S003 FOR LOCATION OF STORM ORAIN. N 0 ~ a: <.!l ' ~ ROADWAY SECTION A I ROADWAY SECTION B I · · -· · ROADWAY SECTION C 0 ' . w "ROADWAY EXCAVATION INCL. HAUL • 88 ·cy W ----.. VI SHATtuCK ~TA 11-t-12:, 19'-Ll 35 BEGIN ASPHALT SWALE I ELEV -23.90' O SWALE ANGLE POINT JO + SHATTUCK·S-TA 11+62 19" LT /;SWALE GRADE LINE lO El.EV -24.·20' · /EXISTING SHATTUCK AVE. R/W (c . ~ L___ --~ -----------------0.44% SWA~£-iOPE -en 25 f.. _____________ l __ ~~:~-=~~:- ,::;o[.isio%,;::;S;,W;A~lE:;.::~sL=uec ~ ~ ~ -I "' ~ "1 I~ N N N ~ 10+00 11+00 12+00 13+00[5 PROFILE SCALE: H: 1"=20' V: 1'"=5' ..... I-< :::;; 20 O L-.-..... ~ 20 ! SCALE IN FEET 40 I DMJM HARRIS I AECOM AOO"'""'•e.,, • Af'l'IIO'IEO roo cOHSTRuCTioN -R.OBRJEN -, ... w ...'!:'.::'.:.I)'~, aJD CTIYOF SHATIUC~-~~~i/~g~~4~~A~~-PROJECT -: 10900NE8THSTREET,SUITE700 §I j 08 "'""'" PE """ R.O'BRIEN ~ :i1' RENTON t-,o' ~ BELLEVUE. WASHINOTON 98004 -,_'\._ ""---/ A ~ESKOH ENCilttEERINC SUP[!N1SOR _.__ I --f Plon"6n;/Buil"-ig/Pubt.c Works Oept. ROADWAY PLAN AND PROFILE RP01 . PHONE; (425)454-5600 FAX: (425)-454-0220 ~--· ~ CITY Of REKTON R.O'llRIEN .. ·~~ STA 10+00 TO STA 13+50 ., ---~. I ~ t,0',1,1:1 i/t/11 NO. REVISION 9Y OAte: APPA A.MEYER • I ! I i I I I I I -*r ~ n: 6 L- { ~ ' i ~ ,:; ~ ~ l(' j ii ~ § t I ' ~ I • SECT.18 T.23N. R.SE. W.M. S7iii? @) !" z SHATTUCK STA 16i-14.86, 17' LT rEGIN ctMEN I CONC. smtwALK SHATTUCK STA 15+64.42, 17' LT ·' A 1 T . ENO CEMENT CONC. SIOEWAL.-,\ • ENO CEMENT CONC. SIDEWALK ASPHALT PATCHIN \ ATCH GRADE i5 ..fil"IATTUCK STA 14+4-4.28 17' lT \ MATCH E:XlSnNG t"l CL Bt:GlN CEUENT CONC._ TRAFFIC I GRADE 0 a::: CURB AND GUTTER A!iO SIOEWALK \ &: c, 'RELOCA TEO FENCE ---------'\ _ c, ~ (BY OWNER) \ _. . ©-\ 51' ~ ---------------4--t!1 .. 13' 1.l' 81 --;~--_ ~ (/) _.:..:-.:::-:___ -,~_...:.··.::.=·----------=.::;;!!!:~ (/J ~ ___ ::::::::cc·: ----~------------------\----·:r-· ------- 4 I U) ------+--:-,------+---------1---------I µ. ---=i --t--------+ PROPOSED --. SHATTUCK 16+00 II 17+00 l'0 . · -II · STA.·15+4742 171 l.@ "SHATTIJCI( · .\... !~ .. ---------,-·-··. .. . . .. ............... r,,.. ~ PAVING u.,.T SHATTUCK AVE fj\..., 1 , , . . " ,SHATTUCK ------.J;;\ ~ < ___ • '-" -,, Q)-,J_ '--:-_SHAT_TIJCK AVE. R/W 'i. STA 16:>_4_~;~:,_17' LT lL .. ·--~TA 16+87:1_2,_~---< ; ------·--••---------1 ! !--·-----------------, 0,S-·-C -',>:~ ;, ;y .. ---r' -----; ::; I t ,-: I ::; :c: I o Ul I I fd I i :c. I ~ < I ~,F' I < :::; I 1"' i :::; I ' I Ul I I I I I I ANGLE POINTS POINT STREET LOCATION SHATTUCK STA 14+9.J.5, 8.7' LT 2 SHATTUCK STA 15+13.5. 9.0' LT ,l SHATlUCK STA 15+13.5. 3.0' LT GENERAL NOTES: PLAN LEGEND -,~ en -,=, s_, ~ 1. SEE OWG S001-S003 FOR LOCATION OF STORM DRAIN.~ L:___J PER CITY OF RENTON STD PLANS FOOS 3:: . ROADWAY SECT1_QN C _ _ ROADWAY SECTION O _ _ ROADWAY SECTION E 3:: CONSTRUCTION NOTES: 0 I I JO ~ ROADWAY EXCAVATION INO... HAUL ..., 1ao CY "!:ti fi\. CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. ~-35 f.l) \!:../ SEE DETAIL SHEET RD01. (/) 5 • r:;\ CEMENT CONC. ORlVEWAY ENTRANCE TYPE A. \.!/ SEE DETAIL SHEET R001. I 0 I() 0 + "' ~ ~ 125'=;;--;;:n=~rr'miii>f (/) ~I "' ,ri " 14+00 ~ < ::::;; ····-· .... _ -·-,.,._._nr, ~<l" l < SHATTUCK ST A 14+02, 19' l T ENO ASPHALT SWALE ELEV -25.26' -------------------- .; N 15+00 l EXISTJNG GROUND I . 0 . mm . + --------. ---------·-. :---·-------------------.... ~ EROFILE SCALE: H: 1• -20' V: 1"-5' "l "'· N 16+00 "' .; N 17+00 25~ en w z ___J :c ~ < ::::;; @ NOT USEC © SEE CURB TRANSITION DETAIL SHEET RP03. CONSTRUCT FLOWUNE OF CURB AT CONSTANT @ SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 TO STA 18+89.84, (LEV. 27.53. 20 0 1.----, !0000 ++++ 20 40 l I l 8 I ®®% ®MlID!MJOW&l1 SCALf IN fEET ~ DMJM HARRIS I AECOM , .,iSOO .. ~"-~ ""'"'1,£D ' 0 " CONSTRUCllON -l-1·-20· l Q, ~ 10900NE.8THSTREET,SUYE750 g = - BELLEVUE. WASHINOTON 9800t ~ • BOB ~. P.£. ~TE Y.JlANG PHONE: ("425) 464-HOO FAX: 1425) 4&4--0220 i.\. ~ ~c~, ~RING Sl.fflMSOR" -I (IOI£"'°" I I ~-•~ R.CYBRIEN "'-. - i ,_r,1 -~-..::::? z NO. REVISION BY ()All; APPR R.MEYER I I l 11i-~ ~ ..; ft CITY OF RENTON PIOt1nin9/fluilcfino/Pubtie w«lr.11 lmpt. SHATTUCK AVES. STORM DRAIN PROJECT I,™ I S. 7TH ST. TO S. 4TH PL. ROADWAY PLAN AND PROFILE STA 13+50 TO STA 17+50 - RP02 ~ I I I I i I i I I I I I ~ cc u ! i ' ~ ] f C / ! ~ l ~ § i .. • ~ ' ~ ~ I \ I SECT.18 T.23N. R.5E. W.M. I ' S STA 10Z;t:63 l 1 Yf? ~ ~ z END HMA RAVE.!:@!! ____ -----.. S STA 100+77.18 \ BEGIN CEM£NT CONC. \ S STA 101+19.96 S STA 102+10.00 ( BEGIN DEPRESSED CURB 7 ' TRAFFIC CURB AND GUf~ BEGIN CEMENT CONC. \ \ S STA 102+-40.00 t.n \ \\·~ ·. \ S STA 102+63.61 10' LT&:RT I ;.\ END CEMENT CONC. -, :C. , \TRAFflC CURB AND GUTTER • -0 . I I S STA l()()+69 .0 \ TRAfflC CURB AND GUTTER \ ENO CEMENT CONC. '-S STA 101+12-06 \ TRAFFIC CURB ANO GUTrtR ENO CEMENT CONC. \ N SHATTUCK _r;;\ \ TRAFFIC CURB ANO _GUTTER\ ~ "ill17+'14.58,1'/rTf\2.Y ©S STA +44. 1 ' . \ '···. :. \ 0:: \ 28 6' BEGIN CEMENT CCNC. ·• . , \ ·> \ ~~~,ru~ . I I I ~ TRAffl 0 C CURB ANO ___ ':::'}TER \ 9 r.:\ , . . . \ ~ m :c ,y . .. . =-.. ··"'-" , t::l L:~,1,: _c':,!;,··-=· =~,=-·~·· ·==:,,,-:,;\(~· ~ / .. ''.~-:---~ . •· ··.· . I t ~SHA~CK AVE. J, END PROJECT END CONSTRUCTION SHATTUCK AVE 22+33 [~ 1/)F-. --~------ 1 I ,o· 18+00 22+00 @-< --,- SHATTUCK AVE. R/W 4t, I ~ 0-1·, ; ,'--~---(·,----~---------~~ ' ;" V ~ Q,_/ --B~CE::C~' r"~\.,\ -' •. ,· . ,· ' 8' ,'NA~K~A ~ .• ·J ,--.,---------·-·-·--., .,,, -.. ·-·--------· \ ., • ---< ,S STA 100+80:!ii. ~OJilJ0.27 ""' '-.fio\ BEGIN CEMtNT CQNC. BrnlN CEMEIIT CONC. .._ ""' ... ~ TRAFFIC C\J88•AND GUTTER TRAFFIC 'CURB AND GUTTER '< j &--. TRAFFI.C CURB AND GUTTER \ i.. \ fl \ · I •, ANGLE POINTS ' l____ilTA 100+ 72.84 S STA 101\+-21.'36 ·-- ENO CEMENT CONC. ENO >JOO'"(!~ POINT STREET LOCA TlON TRAFFIC CURB AND GUTTER~ TRAFFIC cu~a MID GUTTER l I ~ \ · { 1) S LINE STA 100+45.08,39.B" RT 1 1 :::; . I •.. \<a"i Fl. BEGINNING O, , DEPRESSED CURB, ANO HEIGHT TRANSITION 5' H0L!S£R WAY S. R/W It \ \ \~ \ I~ \. N' . . ~ :..l.. \ -z 1.1' \ 0 • \ \ ~ \ {2) S LINE STA ,oo+Sl.51,.38.9' RT S LINE ';II ?;, ~ ~ \ 3 S LINE STA 100+55.20,33.5' RT \ 4 S UNE STA 101+87.11,38.5' RT 1. 5 S LINE STA 102+50.16,37.5' RT \ 6 S LIN( ST ... 102+54-.57,31.5' RT 7 SHATTUCK STA 21+59.73,21.5' RT DEPRESSED CURB AS SHOWN IN DETAIL RD02 PIAN 6M CURB a.-·-~--·····--·· ' -.. -··--·--·--·-... FACE-~ \I I/ ;;.:i-u._~ :, ;>nl'\11v....,.. a1,.. .i:1~00.~;;i,,o.v n.1 ..,,...A>-=-• 1· • 20' OF CUR~ GENERAL NOTES: SHATTUCK STA 21+93.86,28.0' RT N CURB TRANSITION DETAIL 11 s LINE STA 100~37.55, 1~,5· LTI ~ NTS 1. SEE owe S001-S003 FOR LOCATION Of" STORM DRAIN. SHATIUCK STA 17+92, 3.0 LT l___j D::'. . ..I . I· -, C., --1 -'--· ·I -·---··-I -·-.. 1--.. ·····---1.--·'-'-.vl ROADWAY st.CIION c; ROADWAY SECTION J 1;1= w t)j I l35 0 "' + -~ ;~~!~~~~3 GRADlNG 1.Nf~ATION -221 cY , 60' VC EXISTING BNSF R~ "'~5 STA = 101+55 "' OVERCROSSING . 1 ~ V~I ELEV -26;86 : !I~ o,-.. or,. ,-(',I .--("1,1 ·~ <> .<> Z I-~ .1-W -<Cb tl')w Vici ~~~ ~o rnt-r--:i ~ o i PROFILE GRADE 1-~ -1.08J< 0 ');I AND Pl~~L---...1.Z'!ll.. ~.oQ1' --· -- < -.----------- f---------SHATTUCK 7 -c· \/Pl S STA 102+43.6 tn STA 18+54.68 · . · · ELEV 27.99 25 = S STA 100+00 rnsnNG GROUND --· _-__ ----· / W VPI S STA 100+45.7 VP1 S ~ S. 4TH PL. STA-39+89.66 ~ =SHAT-TUCK STA. 19+00, 8.10 LT. SHATTUCJ< STA. 21+18.-40, 10' LT = S STA 102+99.34 , 2, LEGEND tn CEMENT CONC. SIDEWALK L.:___J PER CITY OF RENTON STD PLANS roos CONSTRUCTION NOTES: CONSTRUCT FLO'MJNE OF CURB AT CONSTANT © SLOPE CIVEN FROM STA 15+11,99. ELEV. 25.71 TO STA 18+89.84, ELEV. 27.53. © SE[ SHEET R002 FOR CEMENT CONC. CURB AND CUTTER DETAILS. h\ SEE SHEET RD02 FOR Of PRESSED CURS OET AILS \:...I ANO CURB TRANSITION DETAIL THIS SHEET. © SEE SHEETS ST01 FOR SACRIFICIAL BEAM DETAIL AND PLACEMENT LOCATIONS. SEE SHEET ST02 FOR HEIGHT DETECTION 0 WARNING SYSTEtJ DETAIL ANO PLACEMENT LOCATIONS. @ SEE SHEET RD03 FOR INTERSECTION DETAILS. ~ CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. ~ SEE DETAIL SHEET R001 FOR DETAILS. t;;;\_ BOLLARD TYPE 2 PER WSOOT STANDARD PLAN ~H-13A. ~ EL 28.04 £:L. 28.99 = SHATTUCK STA" 2l+52, 10 l.T >-~ 100+00 101+00 102+00 103+00 ~ PROFILE 20 0 1.----~ 20 40 lOOOO ++++ ! j ®®% !:§(UJ[ID[ij]O'inJ'&.11, SCALE, H~' 1;.:s-20· SCALE IN rn:r -~ DMJM HARRIS I AECOM ·~oo· ·-re:, N'l'ROYEOFOR<OONSIRUCTICIH Y.OAAMAWAN -1--20' ~.:::-.:;:"-~ CITY OF SHATTUC~-~~~ ~Tsig~M 4~~A~~-PROJECT I:.. I 1090DNE8THSTREET,SUITE750 : ~ 1 -Y.DARMAWAN "'""' ~ RENTON ~ BELLEVUi;WASHIN"10N111004 ·~'\,-....-~~ g~.~ .. .::~ SUPEIMSOR o,,r,: -1 ;::: .. 1 ~ "™"9/Bui ...... /P,bl< ...... "''" ROADWAY PLAN ANO PROFILE RP03 PHONI;: ("26,)q.1"5600 FAX.: (426}6f..0220 -~ .. ~ CllY OF RENTON R.O'BRteN ·---? STA 17+50T0STA22+33 ' . ~-{ .... ::~ '" NO. RE.w..lOH BY DATE APr>R R.MEVER 111"-1 .-, -· I Z f I I I ' ~ 0 0 a: (.) { ~ ' ~ l C d I ~ ~ § • i .i J ~ ~ : " ' • ~ sz;;?, @) L Z SHATTUCK- STA 14+44.28 17' LT_ BEGIN DEPRESSED CURB T/Ca25.50' rL=25.33' /It vlt :-Ex1sr;,=ASPHALT __ -~I Ex1sr. ASPHALT , SHATTUCK Sli' 1s+os.6s DRIVEWAY I, -DRIVEWAY END DEPRESSED CUR_B __ _; .!..' 8EGIN CEMENT CONC. EXIST. JJRWEWAY CEMENT CONCRETE TO MA•TCH _..,:...;.._1_-· TRAFFIC CURB AND GUTTER j . EXISTING suRrACE (~Al!ON . -.-T/C:26.19' ) ------L .. -C\ ~ 1 1 ,,,........;.:.,i .. __ ~r ~---6' SIDEWALK o.sr.,;··r,owtlNE"GUTTER""StOPE"" ,,,--. • • !> J> SHATIUCK STA 14+99.65, 17' LT T/C=25.82' Fl•25.65' SHATTUCK ST A 15+ 11. 2.±,_lL.hJ T/C=26.21' f"l:::25.71' ~ s::::::=SHA TTUCK A VE. R/W 'i. 15+0{.; CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL ®®% ®OJJ@IMJOW&[s CEMENT CONC.\ S10(WALK \ 10' RAMP DRIVEWAY CEMENT CONC.--\ SIDEWALK CEMENT CONC. TRAFFIC CURB AND GUTTER SEE SHE£T R002 FOR DETAIL - \ \__ OEPRESSEO CURB AND GUTTER \ SEE SHEET R002 FOR DETAIL \_ MIN. s• n-llCK SIDEWALK IN APPROACH AREA DRIVEWAY ENTRANCE TYPE C DETAIL NTS XPANSl()N JOINT ,-MATCH EXISTING . PAVEMENT ELEVATIONS NEW ROAD WA 'r 5" D£~ALK~8-M5' _,_?1L_ V10 MA Jg!. SLOPE . PAVEMENT OVERLAY ~ ~EXISTING-:ROUNO ~ ~@(TYP.) DRIVEWAY SECTION at) D03. 20' 6' 10· RAUP SIDEWALK RAMP NEW ROADWAY 5~ ~ MATCH EXISTING PAVEMENT ELEVATIONS PAVEMENT OVERLAY - NOTES: DRIVEWAY SECTIO~ ~ 1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE MAINT AINEO IN ALL PEDESTRIAN ACC£SSl8LE AREAS. 2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALK!i AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED. .1. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS ANO ALL SIDEWALK JOINTS TO MATCH CURB AND GUTTER JOINTS. 4. CEMENT CONCRETE DRIVEWAY ENffi'ANCE TYPES A, 8 & C SHALL BE CONSTRUCTED OF AIR-ENTRAINED CONCRETE CLASS .3000 AND MAY BE POURED INTEGRAL 'MTH CURB. CONSTRUCTION NOTES: 0 HMA a... 1/2 IN. PG 64-22 SURFACE COURSE @ H~A CL. 1/2 IN. PG 64-22 BASE COURSE 0 CRUSHED SURF ACING TOP COURSE © CEMENT CONC. SIDEWALK © CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE B 5 0 5 L----,1 ' ----SCALE IN F'EET 10 I ~="~ * DMJM HARRIS I AECOM ~m'-' ... ---~. ... .. = ·00 COHST!!UCTION _YJWIG :-NTS f0900NE81l1STREET,SUITE750 : ~ C - l 0 ~ 9R CITY OF RENTON SHATTUCK AVES. STORM DRAIN PROJECT I'"""" S. 7TH ST. TO S. 4TH PL. - ,r,, BELLEVUE, WASHINGTON 98004 ~-BOB HANSON. P.E.. DATE Y.JIANG c;, PHONE: l-425) 464-5800 FAX; (,t25) 454~ ~ D£SQ1 ENQHEERING SUPER'vlSOR MIC<tll< I "~":u I Plonning/Buifd'11g/Publc Worka 01r,t. --PAVING DETAILS ~ !'IA~ ~ CRY OF' RENTON R.OBREN i = .. ,. -I I I ~ -~---I I I ·-----· I i I I ! I ! I I (\J 8 a: () ! ij u / I C ., l ~ ] ii • § ! l .~ & ~ I / ii ~ l 1 1/2" R--\ r~2-,-1 I \ I \ FACE Of CURB 1 /2• R ANO VARIES TO 1" R fOR 15" CURB FACE TOP OF ROADWAY ~! I MATCH ~~ ~-,--c_-~---_---''~'(/__'__:,/"~O~A~O~W~A~Y:,,gsL~OP~E~{__--r ____ L_ _____ ~ ~~LI ·,: . ~ 1/2" . ~ • . "' " t> . .. i ~ ,______i L ______ ----, . -·· J DEPRESSED CURB AND GUTTER SECTION AT SIDEWALK RAMPS AND DRIVEWAY ENTRANCES 1' • rM, fi'lrSEAL WITH CSS-1 {TYP.) I ~ \_ - TRENCH WIOTH 2• GRIND OR PARTIAL DEPTH SAWCUT (TYP.) 2• MIN. HMA CL 1 /2" PG 64-22 SURF ACE COURSE 2" MIN. HMA CL 1/2" PG 64-22 BASE COURSE 8" MIN. CRUSHED SURF ACING TOP COURSE CONSTRUCTION GEOTEXTILE FOR SEPARATION STORM SEWER PATCH DETAIL 1/2" . "' ' ' • .. .. ~ .. ' FACE Of C~RrUATCH ROADWAY SLOPE \" R rl/2:' r:TOP Of ROADWAY . .d ., . 4· . ·.11 • i I ~I L_ __j ' I 1'-6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER 6"-6'" MIN ,. r Mirr 2.5' 4 4-, 1 MIN I I SEAL YnTH CSS-1 (TYP.) 2" GRIND OR PARTIAL DEPTH SAWCUT (TY?.) 6" r-I 1"R 1" R--, ::-f=---~ S10£WAU< "' .s -• " "'I • f ,14• JOINT FILLER ' • I .. ~ r·. . . . .. ' ' . 2· MIN. HMA CL. 1/2" PG 64-22 SURFACE couflss( ( ( / ( j I • CRUSHED SURF ACING BASE COURSE~-2'" MIN. HMA CL 1/2" PG 64-22 BASE COURSE 8 .. MIN. CRUSHED SURFACING TOP COURSE SANITARY SEWER OR OTHER UTIUTY . ' " . UTILITY PATCH DETAIL --TRIM GEOTEXTILE FRAME OVERFLOW BYPASS I I:.'.·~ I SEDIMENT ANO DEBRIS ~ . ··l""" ;~·,., l::t·~·i .. :;:.··.ft:'. ~.-/{;~ .. INLET PROTECTION DETAIL SECTION ' CEMENT CONCRETE PEDESTRIAN CURB DETAIL GRATE RETRIEVAL SYSTEM OVERFLOW BYPASS GEOTEXTILE INLET PROTECTION ISOMETRIC VIEW NOTES: 1. PERFORM MAINTENANCE IN ACCORDANCE 111TH STANDARD SPECIRCATlON 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGIO) FOR THE STORM WATER STRUCTURE IT 111LL SERVICE. 3. THE SCIO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). g 1 ®<ID% ®(\JJ[ID[i)',i]0W&!1 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL Of THE 8GIO YnTHOUT SPILLING THE COLLECTED MA TERI AL. l •. ~ DMJM HARRIS I AECOM 10900 NE 8TH STREET. SI.ITE 750 BELI.EVlE, WASHINGTON 99004 PKJNE: (<125) 454-seoo FAX: t,425) 454-0220 N'PRWED tOfl COHS1AIXTJON IIOB~. PL DATE DESIGN fNCINEtAINC SUPEJMSOR CITY Of RENTON I I I I I I-1-Y.JIANG NTS -1----t---------------+--+----t---l K, MCBRIDE -A.O'BRIEN I ,, ':,. ":u I ... .::re~=, ... !R CITY OF RENTON Pfonnittg/8uildint/Public wona, O•pt. SHATTUCK AVES. STORM DRAIN PROJECT I•"""" I S. 7TH ST. TO S. 4TH PL. ROADWAY DETAILS RD02 ~ .., I I _ ___, ·---~ I~~ .. ;.;,; I I I NO. I RMS,ON I "" I 00£ 1 .... I ~MEYER I __ , I I I I I § cc () • i i ' i i I l 1 ] " § J • 1 " ' • • I ii ~ 1 ~ ~ . @ CURVE RETURN ELEVATION @ FLOWUNE SECT.18 T.23N. R.5E. W.M. CONSTRUCTION NOTES: CURVE RETURN DATA: C\JRVE LENGTH .;. 24.95", b-71'29"07", R=25', 1=14.4' POINT STREET STATION OFFSET ELEVATION , PC SHATlUCK AVE. 18+61.53 17.02' RT 26.10· 2 1/• 26.7J 3 1/2 26.76' 4 3/4 26.79' 5 PT HOUSER WAY S. 50+27.75 12.79' RT 26.82' \ 3-::::==::_::__' ' ' ··•·· -.. • .... -... ··· .. ~~~2~-----~,c_\ ';O tJJ c~~ ~~ ~ it • "i .:o:-· '· .... ·. §HATTUCK STA 17+92.00 • l>.. . .• BEGIN TRAFFIC ISLAND-& PAVE:M£Nt OVERLAY 4" ..--SHATTUCK AVf.. R/W <t_ ! 4N . · j · 18.+00 ____ _ L R~l.75' " . :: .. 5·H·A-Tfuci< ."STA ·1a+38.8s. 3·_79•_· R=.50! / SHATIUCK AVE, r·i·: @4 SHAnucK···STA:,,,·a+s,~sJ 1-1;02· · ·R.:! BEGIN CJ':MENT CONC. TRAFF'" "' - .. ----~_D· GtJTTER AND SIDEWALK _SH}.JJUCK !Oi STA 18+77, 25.4' RT /;:\HOUSER WAY S. ~TA 50+32.90, 13.35' RT SHATIUCK SIA 18+6;2,0fi .. ,. .. -.'"\_ END TRAFFIC ·::ND \ , ,s LINE ":t:0-L-----· t =-.:..~ !10· 'p -~ .,.'-11 '\ \ .. 21+00 -,. .,.., ENO CEMENT CONC. TRAFFIC CURB AND GUTTER ANO S10£WAU< ; ,, c;. . I ~-\ I i,:i '\ . . \. ·\ ,· ts •':: • HOUSER WAY S. HOUSER WAY S. INTERSECTION FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION Off5ET ELEVATION WAY S f i .+. 3~3\1·1·.·,2 LT t£··. \ .\,' I'~ . ' -. \ . HOUSER WAY S. R/W It; lJ'l INTERSECTION PLAN . -~_.;_.-::.....~--;---:-:-°::-:-:-J,,=";--"-- HOUSER WAYS. STA 50+50.19, 9.3 LT END CEMENT CONC. TRAFFIC CURB ANO GUTTER S. 4 TH PL. INTERSECTION FINISHED PAVEMENT SPOT ELEVATIONS S. 4TH PL. STA J9+29,L 21.6' RT s(l 4 BEGIN CEMENT CONC. TRAFF"IC CUR ANO GUTTER AND SIDEWALK 1,/1 \,' I ·~\r'i S. 41H PL. R/W ,;:_\ .:..\. I ·. \ ~ -\ -0 \ ( S 41H PL. ..., \ STA 39+72.00, 17.~51 RT\ I \ """ . •. ®' \ / .. T"A. .Tn., .,,~ ~ ... 17.9' RT ·, \ .. .'· >, \ S 4TH PL. STA 39+72.BLfts\ BEGIN HMA-PAVIN~'._Q~R\.A'I\:.:'/ ' -. ,--. ' .· \ \ r,;::,..._ T'rPE 2A SIDEWALK RAMP PER RENTON STANDARD ~ PLAN DRAWING f011 ® TYPE 48 SIDEWALK RAMP PER RENTON STANDARD PLAN DRA'MNG F013 @ TYPE 1A SIDEWALK RAMP PER RENlON STANDARD PLAN DRAWINGS f010 @ CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAIL SHEET RD02 @ MATCH EXISTING FULL OEPlH SAWCUT ® MATCH EXISTING PAVEMENT ELEVATIONS SEAL W/ CSS-1 ASPHALT /;;;,,., CEMENT CONC. DRIVEWAY ENTRANCE TYPE C, 'G SEE SHEET RD01 FOR DETAILS , . .-; \_ ______ _ I \ ~ 18 5' RT $TA 39+66.-:5~, . ~Nri ~~~Nl1~c~i-._ CVUER TRAFFIC CUR --~--=· . ,- .IJ,,P2 99.34 ~~-----=~ ~-,j,Jlt,:: SHATTUCK :TA 21+34, s· ---. • r:,. ... 1 I 8.4' -a' 1" . _ B:1 __ ~-_;· -· •· :--+ _______ .-___ l, __ ~1 ~a_......._ --~,--- . 22+00-. .. - SHATTUCK STA 21+94.JO, 0 . .39' LT R-50' STA 22+33 y{ 'AVING OVERLA 15 j '-----,.~-'~-:'-\-'\'-';--~-'4'--.4i:-~+ .. -_1~-;-,~R@ ____ ! ----------------• --,,-- .. 'b'. I 2•· I J. S. 4TH PL. INTERSECTION PLAN SPOT ELEVATION CEMENT CONC. SIDEWALK POINT STREU STATION OfFSET 6 HOUSER WAY S. 50+.JJ.04 0.85' RT 26.89' ELEVATION POINT STREET STATION OFFSET ELEVATION LEGEND D PER CITY OF RENTON STD PLANS FOOS SHATTUCK A Vf.. 21+32.27 o.oo· SHATTUO{ AVf.. 2H32.27 5.43' RT • SHA TTIJCI< A Vf_ • '21+46.28 5.43' RT SHA TIUCK A VE. 21+55.81 15.00' RT - SHA TI\JCK AVE, 21+66.68 17.50' RT -St-IA TIVCI< A Vf.. 21+82.60 17.50' RT 7 HOUSER WAY S. 50+4-8.51 10.96' LT 27.11' 8 HOUSER WAY S. 50+31.70 12.84' RT 26.77' 9 HOUSER WAY S. 50+33.16 10.15' LT 27.01' I( SHATTUCK AVE. 1B+Bt48 4.00. LT 27.64" 11 SHATTUCK A VE.. 18+94.18 4.00' ll 27.77' -SHATTUCK AVE. 21+87.51 21.50' RT ®®% ®MlID!MilOW&lb S 4TH PL.. 39+54.26 21.45' RT 28.53' SHATTUCK AVE. 18+58.98 28.55' -S LINE 100+37.55 28.36' -S LINE 102+40.00 28.25' -S LINE 102+62.00 28.11' -S LINE'.. 102+69.61 27.88' -SHATTUCK AVE. 21+54.63 27.80' -SHATTUCK A VE. 21+83.18 27.50' -- 4.11' LT 27 . .38' 10.53' LT 27.53.' 12.51' LT 28.77' 12.51' lT 28.88' 25.46' RT 29.12' 0.00' RT 28.52' 0.00' RT 28.55' NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS 10 0 L-.•.•.-.-\ 10 ! SCALE IN FEET 20 ! DMJM HARRIS I AECOM ~00' ... ·-,,~ N'PROYEl> FOR COOSTRUCTIOH -~ 1"-10' ~.:'lat.I., SHATTUCK AVE s. STORM DRAIN PROJECT I™ I , • Pi;, Y.JIANG ~ &lb CITY OF S. 7TH ST. TO S. 4TH PL. •= 10900NESTHSTREET.SlNTE750 ~ l°6 C BOS HA.NSON PE. DAT£ -Y.JIANG DATVM ~ RENTON ~ BELLEVUE.WASHNGTON l8004 ~ ----/A.I DESIGN ENGINfER1NG SUPEIMSM -I --I Pl1111ning/Building/Public Works Dept. INTERSECTK>N DETAlt..S RD03 _ PHONE: (425)4S4-6600 FAX: (~)454-0220 ~ ~ CrTY Of" RENTON R.IAEYER .•,:,U--~ I >') ~ ---y .... I ~ [ t11F,~f1 't!r'~ I HO. RE.V\S!ON BY OAT[ APPR A.MEYER z I I ' I I I ~ "1 en l ' ~ ' '.;' .. l ~ <' ., i / ~ . a ffinw.0 ~\ OPTIONAL COLUMN FIELD SPLICE SEE ST-06 (TYP. E.S.) I ,..,, FOR WARNlNC UGHTS SEE TRAFFIC SYSTEM SHEETS SOFFIT ELEVATION SEE DIMENSION TA8L X 16" X 1/2" (TYP.) . " .. ~ ~I // ~~ II ,x I HORIZONTAL OFFSET VARIES CO~ '\ SEE DIMENSION TABLE l \ J \. / ..__ •·-o· MIN ,,, [ 6-fl HANDHOLE O NIPPLE LOCATION.-. §' MIN. CENTER ovER 10'.LANE-1 ---11:·11 W12-301 CENTER OVER 1 O' LANE SE£ SG02 FOR DETAILS 1 r NIPPLE AT BACK OF BEAM O SIGN (AS REQUIRED)(TYP.) • S-LINE PAINT APPROACH SIDE AL TERNA TING BLACK AND YELLOW COLOR 1' WIDE O 45" r,< PROFILE GRADE & PIVOT POlNT ~ ;'i 1tl 1,1 ti ~ w i~ -t -HANDHOLE SACRIFICIAL BEAM ELEVATION BOT. OF FOOTING ELEVATION SEE DIMENSION TABLE CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIE:LD WELDING & DRILLING SHALL BE PERMITIEO. •• HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6" FROM ANOTHER HANDHOLE LOCATION. fOR DETAIL OF HAND HOLE. SEE owe. xx ~ 1 '> HSS POST TAPER DIM. A 4'-o" --,- r i'l "- S-LINE \/ ' L REINFORCED CONCRETE PAVEMENT SURFACE \ I /2" PRE1o10LDED JOIN T FILLER ANCHOR ROD 1 • -i- a1· FACE OF CURB ~1 V CURB FACE DETAIL TOP OF CURB -------.... GENERAL NOTES: 1. 2. J. 4. 5. ALL MATERIAL ANO WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS or THE WASHINGTON STATE O[PARTMENT Of TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION .. DATED 2008. All BUTT JOINT WELDS SHALL BE PENETRATION GROOVE WELDS W'ITl-i BACKUP PLATES OF )I(" MIN. THICKNESS. THE BACK-UP PLATES FOR All PENETRATION WELDS SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTlNUOLS FILLET WELD ON TH( BACK SIDE OF THE PIECE. OR BY A CONTINUOUS WHO IN THE ROOT Of THE FULL PENETRATION WELD. ALL BOLTS, ROOS ANO RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION PER A ASH TO M 232. STEEL SURFACES SHAll BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WlTH AASHTO M 111. A.LL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECJAL PR0"1S10NS. 6. FABRICATE BEAM TO PROVIDE SMOOTH PARABOLIC CAMBER CURVE. SEE CAMBER DIAGRAM. 00 NOT SHIM AT BOLTED SPLICES. 7. FABRICATE POSTS STRAIGHT 8, MA TERlALS SPEClflCA TIONS: CAST-IN-PLACE CONCRETE IN THE SHAFTS SHALL BE 4000P EXCEPT AS NOTED ALL OTHER CAST-IN-PLACE t:0NCR£ll:. SHALL Bt CLASS 4000 REINFORCING BARS Sl<ALL CONFORM TO ASSHTO M31 GRADE 60 SPRJNG STEEL SHALL ff( HARD ROLLED ANO SHALL CONFORM AIS1-C1075 TffLON WASHERS SHALL CONFORM TO ASTM XXX ALL STRUCTURAL STEEL ANCHOR RODS HANDHOLE COi/ER SCREWS SPLICE BOLTS SIGN BRACKET BOLTS t.tOLNTING BEAM BOLTS COVER PLATES AS1M A 572 GR. 50 OR ASTM A 588 ASTM F 1554 GR. 105 ASTM F 593 GR. 1 AASHTO M 164 ASTM A J07 AASHTO M 164 ASTM A36 9. BASE ELEVATIONS AHO POST HEFGHTS SHO\\N ARE APPROXIMATE. THE CONTRACTOR SHALL fltlO MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUClURE DIMENSIONS PRIOR TO THE F AB RICA TION Of THE STRUCTURAL STEEL ANO NOTIFY THE ENGINEER OF AN'Y DISCREPANCIES. nNAL VALUES W!-Ll BE FURNISHED BY THE ENGINEER PRIOR TO fABRICATlON. 10. POSTS, BASE PLATES. BEAMS AND SPLICE PLATES ARE MAIN LOAD CARR'flNG TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS ANO SHALL MEET THE LONGITUDINAL CHARPY V-NOTCH TESTS AS OtSCRIBEO IN SECTION 6-03.2 FOR AASHTO M 270 MATERIAL NON-DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM TO HMA PAVEMENT SIIRFACE __ ... ___ TENSILE MEMBERS WITH CYCLIC LOAD. J---+--..\--------'fl"--'fl"--'~--------_:,.,.-i---j 11. SEE OTHER PLANS fOR CONDUIT PENETRATION ANO HANO HOLES. REFER TO : ! : : 1 : TRAFFIC SYSTEM AND LIGHTING PLANS FOR INTERNAL ROUTING OF THE CONDUCTORS. .. b I ~· iil ~ 1 ! 11 ii CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE 1 ! ! r 11 STRUCTURE. ISOLATION SWITCH LOCATION NEAR THE SHOULDER Of ROADWAY ON l!A "' "' :c I -"" 0 'i) 0 I ! I I I I THE SAME SID£ Of' 8£AU AS n-lE SIGN. SEE NEMA JR TERMINAL CABINET DETAIL ON ! I 11 I l SHEET STOS. :: :: :: LEGEND ~ g 1i / t -~ & ~ -~ < • 1 ~ l ~ ' ~ .; b I .. COLUMN LOCATION-' I SEE DIMENSION TABLE FACE t CURB TAPER DlM. 8 PLAN L SOUTH BEAM SHOWN CONCRETE NORTH BEAM SIMILAR PAVEMENT/ ®~ ~l\DIID!i.'1ilD'i?TI'~[1, ~ ~ DMJM HARRIS I AECOM 10900 Ne llH STREET, SUTE 75D BELLEVUE, WASHINGTON H004 PHONE: (,425) 454-5600 FAX: (ffll 45+0220 ,M"PRQll'EO FOR C:ONSTRUCTIOH 808 HANSON, P.(. D,lt,lE DESIGN EHGINEERNG SUP£R1J1S0R cn:v Of R(NTQN LOCATION SACRIFICIAL BEAM SOUTH SACRIFIClAl BEAM NORTH 11 II 11 PAV'T SEAT cg:= g: = ~ ~ @= IDENTIFIES VlEW OR DETAIL STO TAKEN OR SHOWN ON ORAWINC ST01 SECTION EB ®---TAKEN OR $!<OWN ON THE SAME Sl<EET DIMENSION TABLE • CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE COLUMN LOCATION SOFFIT BOTTOM OF TAPER l TAPER TAPER I TAPER H H ELEV. FTG. ELEV. DIM. A DIM. B DIM. A DIM. B LEFT RIGHT LEFT RIGHT WEST EAST S-LINE STA 100+72.59, 13.5' lT S-llNE STA 100+77.45, 13.5' RT 36.09' 23.46' <.28' 1 2.83' •4.28' I •2.84' 9.04' 9.09' S-UNE ST A 101 + 14.63, 13.5' LT S-LINE STA 101+27.29, 1J.5' RT 35..61' 22.94' s.79' 1 2.13' •s.87' I •1.93• 9.01' 9.15' L 27.43' 30.00' s. TU , , • • ""' ""''"' _ ~ CITYOF --NTS ri-•- °7Lffl5 I :::::::.. I ~ '"'"""""";....,...., ....... l)oJ SHATTUCK AVES. STORM DRAIN PROJECT 1.--I Y.JIANG ""TU" ~ RENTON ""°'"IOI ? I''· S. 7TH ST. TO S. 4TH PL. SACRIFICIAL BEAM PLAN, ELEVATION AND SECTION - ST01 1--__ .. -.. ' -·--' ·-nR I E.CROWE ~I f ,-...... , I f ""· I Rf.VISION I"' 1~"1-, f f I I I I I I I I L l I I I ~ <I) ! ~ " 2 I t I " j 1 i t j ' ~ ! t ... ~ <( ili " ~ (L .,,---- COLUMN LOCATION SEE DIMENSION TABLE fACE Of CURB PLAN CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN S1RUCTURE FABRICATION. NO FIELD WELDING &: ORILUNG SHALL BE PERMITTED. •• HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6 .. FROM ANOTHER HANO HOLE LOCATION. 0 I • w ffi FIELD i SPUCE z xi~ \.ST06. '!I :o ~ w.,., --'"' ~w O· z\', <( ... ,,_ i POST ---+--- HEIGHT DETECTION LOCATION COLUMN LOCATION LEFT SOUTH FRAME S-LINE STA 100+46.19, 18.88' LT NORTH FRAME S-LINE STA 101+41.93, 13.39' LT BOTTOM OF FOOTING ELEVATION {TYP.) SEE DIMENSION TABLE FRAME DIMENSION TABLE somT ELEV. RIGHT S-LINE STA 100+52.00, 1.3.27' RT 42.55' S-llNE STA 101+55.09, 13.39' RT 41.54' BOTTOM OF FTG. Et.EV. 15.80' 14.84' I i 1 ®®% ~llil!ID~O'Dtf'&Oc, , ~ ~ ~ ~ ,.; DMJM HARRIS I AECOM 10900 NE ant STREET, BUTE 750 BELLEVUE, WASHINGTON SII004 PHONE: (ffl) 454-6600 FAX: (425) 454-0220 APPRIJVEO FOR CONSTRUCTION' BOB WINSON, P.E. Do\TE OESlCN ENCINE£R..c SUPERVISOR CITY OF RENTON J'-o .. SPAN LENGTH (L) SEE DIMENSION TABLE KSS 6 > 6 > 3/8" BEAM {TYP.) some ELEVATION I SEE DIMENSION TABLE I a" DIAM. PVC SCH. 80 PIPE FILLED W/ EXPANDED POLYSTYRENE 7'-o" I ~ 7 I I 7"-0" HORIZONTAL OFFSET VARIES H 13.28' 13.28' SEE DIMENSION TABLE S-UNE~ PROFlLE GRADE I ANO PIVOT POINT ' ' \:, I ;,, HEIGHT DETECTION ELEVATION L 32.68' 29.84' -.N.T.S. ~.:r~NI ~ S.TU -Y.JIANG ·-o'" CITY OF RENTON WARNING LIGHT SEE TRAFFIC SYSTEMS SHEETS CAP (TYP.) ::i :ii i-- ~ POST [ n j (TYP.) / c:-,,n,:;, ---:--- Wl2-2 SEE SHEET SG01 FOR LOCATIONS SEE SHEET SG02 FOR DETAILS KSS 6 X 6 X 3/8" POST {TYP.) ,-l_sgs_l {TYP.) DRILLED SHAFT (TYP.) SEE SHEET ST03 NOTES: 1. f'OR GENERAL NOTES, SEE SHEET ST01 2. FOR BEAM CAMBER DIAGRAM AND CURB f"ACf_ DETAILS SEE SHEET ST01 SHATTUCK AVES. STORM DRAIN PROJECT S. 7TH ST. TO S. 4TH PL. 1-~ -I ... ':..~ I PklMing/Building/Put,Jic; Wotb Dept. HEIGHT DETECTION WARNING SYSTEM I ST02 KUNTS F-~-PLAN ANO ELEVATION --· •• I E.CROWE 11 I 1 .... .,,.,.., I I NO, 1 RSVISllN I"' I OA![ IAP I I I I I I I ' ~ r ~ ~ <C I J ] ] ~ § • i . !! i ~ ~ " • ~ ~ " ~ ANCHOR ROD ,.. 2"f x 4"-4rl LONG THREADED ROD WITH 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.). THREAD EACH END 8". GALVANIZE EXPOSED ANCHOR ROD END FOR 1'-0H MIN. g .. b - • "' ' NOTE: USE A TEMPLATE TO LOCATE AND SECURE B0l TS IN PLACE DURING ~·~-~--, 'i. POST;-' ~-t-111 @. "' "-.. CAP OF ONE FOUNDATION MAY BE "' < t;.!, PL.ACED YIQ-illE SIGN STRUCTURE IS < u TEMPORARY SUPPORTED IN PLACE ~ "'" u b .. I SEE ANCHOR DETAIL 1 t,! I I w "' -·-5 El I CONSTRUCTION JOINT z 0 W /ROUGHENED SURF AC£ u lo . §1 "' 0. I ~ g " ii: .. . '4 0 I "' "' -;... < J 0 u ~ -.J. w "' "' ~r u o-0-' z 8 .: ~ :Cl DRILLED SHAFT ELEVATION • CASE THE EXCAVATION AND USE TREUIIE WHEN WATER IS PRESENT . n ·' 1'-3" ;,,1 ~ ff POST ,-cb- ' , . ...I '-ffi:!J I ~ .. ! t:.. ~ ~ ;,, I I -cb-+ \,.[ 2 1/4" • HOLE (TYP.) 3/8" THICK Ii'. (ASTM A36) ANCHOR DETAIL 1 ®®% @QJJOOIMJOW&l1. DMJM HARRIS I AECOM 10900 NE 8TH STREET. surre 750 Bell.EWE, WASHNGTON 98004 PHONE: {425) 454-5800 FAX: (425) 454-0220 APPROYCD FOR coostfflJCTION BOB HANSOrt, P.E. CES~ £HG1Na:RIHG SUPEIMSOlt CITY OF' R!HT<>M om 3'-0N 3/4" CHAMFER (TYP.) [l)fs O ANCHOR ROD-2"• X 4'-4" LONG THREADED ROD WITH 2 WASHERS ANO 4 HEAVY HEX NUTS (TYP.) THREAD EACH END 8" GALV. EXPOSED ANCHOR ROD ENO FOR 1·-0• (MIN.) NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING ~ FOUNDATION INSTALLATION. f.[]#6 @ 12" 1 I rffiJ'6 @ ~ SLOPE TO MATCH ROADWAY 0 I ;,, CAP EACH END ~ @)#5 (TYP.) n 4 TOTAL :i '> ~o >I, "' 0)#4 (TYP.) ... 0 _/ ~ l I -~ AT EACH CORNER 1r,1 1AM. STEEL CONDUIT 1,101,s I [IT] 1s [F"[l 11s -14 SPA. @ s· 12· [IT]'" YLf" @ ,r I (TOP & BOT.) • YM •. MY> STEEL CONDUIT- PLAN DRILL ANO TAP }4" CAPSCREW ASTM f593' W/S.S. WASHER SPA. 0 9M o.c. WELDED GAL V. CLO TH 1/16" X 7/16" SO .. WRAP AROUND BASE Ii'. W/ J" MIN. LAP ' ' TOP OF FOUNDATION SCREEN DETAIL ~¥;...::••s CAP EACH ENO 'i. POST * ..,...-·PROVlOE SCREEN AROUND l~ BASE. SEE "SCREEN DETAIL" ---r_ l,, FINISHED GROUND UN£ 1 1/2" • STEEL CONDUIT SECTION I ® -I I I I I ls.TU ,~ NTS ~ 1--~-+-~~~~~~~~~~~~~--if-~+-~-f-~-j Y~~NG IR~":..: I -IC.LINTS 1 /2" PREMOLDED JOINT FILLER REINFORCED CONCRETE 3" "' "' SECTION 25" i-.[t 't POST ,_ V> 0 "- "' @ '4 2 1/4" • HOLE {TYP.) 3/6" THICK Ii'. {ASTM A3S) ANCHOR DETAIL 2 ANCHOR ROO PROVIDE SCREEN AROUND BASE, SEE "SCREEN DETAIL" TOP OF CURB ~c:~~~,T \ \ ~ e !! t e/ i ou," x.. \ \ I \ \ ~ -· ., . .... \. 15 ANCrlOR AT 12· SPA . ® E.S.) I~,::;.::,..., ;R CITY OF RENTON SHATTUCK AVES. STORM DRAIN PROJECT I•--I S. 7TH ST. TO S. 4TH PL. - Planl'liftg/8ulldiftV/Public Works Dept. FOUNDATION DETAILS ST03 I I k-1--~~---l--'-_j_~::::::--j ·---! 1..,.,;....1 I loo.I R"'1SION IBY!OA,.j ... ,.je'.caowe I~-, ! ! I I I f I I ! I ' I "' ~ ~ en th lo =F- DOWEL BAR, 1 j" • X 1 a• DOWEL 0 12" OF SPACING 6" lYPICAL CRACK CONTROL JOINT DETAIL 3" CLR. (TYP.1 11 =======,!) 1, ..... -. • LONGITUDINAL CRACK CONTROL JOINT (FOR REINFORCED CONCRETE PAVEMENT SLAB) 1j" DIAM. X 1'-6" DOWEL @ 1'-0" O.C. CONSTRUCTION JOINT WIDTH 1/4" I • lo UNR£1NFORCED PCC PAVEMENT TYPICAL PCC ROADWAY DOWEL BAR DETAIL t . " a.I'""' oo >-CD "-·IN 010 °' Im DOWELS 8'-0" REINFORCED CONCRETE PAVEMENT (_ REINFORCED SLAB 7 >-~ ~ 0 "' 1 IAP71 'V H6 TOP 1 AP8 f6 BOT. s !AP9! '%7 f6 TOP F"ANN(O HAR 1/2. PREMOLDED JOINT FILLER BETWEEN SEAT AND CURB (TYP.) s 1APs1'%7 16 .. 12· TOP 5 AP6 16 0 12" BOT. ! ~ REINFORCED CONCRETE PAVEMENT SLAB DETAIL ' ~ ] i f ~ 1 ~ a § li f . :~ ~ ~ ! " [QUALL Y SP ACED CRACK CONTROL JOINT- . ~ ... REINFORCED CONCRETE _PAVEMENT SLAB (SEE DETAIL) REINFORCED CONCRETE PAVEMENT SLAB ' . ~ --~:·--~~~~~- 1 1 CONCRETE PAVEMENT JOINT LAYOUT i 8 I ®®% @[W@IMJO'mi'&l1 I DMJM HARRIS I AECOM APPRr:Nf.0 fOR CONSTRUCTION IAP7! !APB! ALTERNATE !AP2! BARS END TO ENO CANT HOOKS TO PROVIDE 4 .. CLEARANCE FROM TOP OF SLAB. CRUSHED SURF ACING BASE COURSE 8° tJIN. SL.AB PCC PA VEMEt'.H_ " CLR. (TYP.) REINFORCED CONCRETE PAVEMENT SLAB LONGITUDINAL SECTION UM'l'EII: I I 1-I S.TU-.,., NTS '.:':=--9' CITY OF RENTON SHATTUCK AVES. STORM DRAIN PROJECT~ S. 7TH ST. TO S. 4TH PL. ~ ~ 1--~t--~~~~~~~~~~~~-+~-t~--f~--f Y.JIANG 10900NE8THSTREET,surre1SO ~ BOEt ~soM P.E DA.Tt -I --I BEu.EVUE. WASHINGTON 98004 ~~~ DESICN £NGIN££RIHC SUPERVISOR A.MEYER .. ·.:u-~ I I [...,,_,, .. , I · 1 PHONE: 1426) "'154-6000 FAX: ("20) 4&4~ obtlAL ~ crrr or REN'TDN -sau _... I ~ , _, ••I" I NO. "'""'"" BY "''' APPR E.Cf\OWE , , , , , z ~ PAVEMENT DETAILS ST04 Ptonnif'ig/Buildlng/Pub'ic woru O.pl. ~ (fJ 5 1/2" ~ :.., +----+--+-+~1--t --- {I' 2'-3" 1·-4• It. POST I 5 1/2" +~ --~-·- 1/2" X 1" DRAIN ~ "' SLOT (TYP.)lrANCHOR BAS£ 1/. ~ :::t ' I ~ ~ ~ ---+--_6-t--~ -~ ~ ~ · 2· I 5 I 1 ~ I ./ '--~.,---- l ~ rzSTIFFENER // (TYP.) ' ... I -;... • :., I °' ~ ::,: ~-- It. POST • I --~- ·9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 3" RADIUS AT CORNERS (TYP.) ~It J/4" ti DRAIN HOLE BOTTOM FLANGE ONLY O.IP J/4" STIFFENER PLATES AT RADIUS (TYP.) SECTION ffi POST ~ I DETAIL It. STIFFENER 1/. 3/4 LIY1\ ~ 8 STIFFENER 1/. 3/ 6"'01AM. HANOHOLE CENTERED OVER NEMA TERMINAL CABINET • POS~ ~ >I I~ -~ l L.. 1 --~·--le'. "' ~2 1/4"• HOLE FOR ANCHOR ROD (TYP.) ~;EB It. POST STIFFENER 1/. 3/8 3· ti ~ / 1 I "' ·, G I I / C ~ I G I ~ I I I • I t f I I •• I § I I l I I I .~ I I I & 0 I I I I :;; • $--8 I C 5/1 ~ "' • ~ 3 EQUAL SPACJNG SECTION ® It. POST I I I I I I ' TYP.I 3" POST 6"ti HANOHOLE S£E WSDOT STD. SIGN BRIDGE 10.1-A2-2 ~ STIFFENER 1/. 3/4 (GRIND EDGES TO FIT) $- STIFFENER 1/. 3/8 1/2" I JI ®@@X§i IBWIID~OW&l1 DETAIL ;1 DMJM HARRIS I AECOM 8 "' 1 0900 NE 8TH STREET, SUITE 750 BELLEVUE. WASHINGTON 98004 PHONE; {425) 454-511500 FAX: (.425) 45ol-0220 l ~ APPRQ\o'tO f"OR CONSTRIJCTJOH 808 1-ti\NSON, P.E. DATE DESIGN ENGINEERING SUPEIMSOR CllY OF RElflON NO. ---------y----- -1::'. ,r-------T-~---~ ~ II .l. ', II I ', '\ I 1/4 II I ' ' H n .... , , I " ii ", vf'Y. II u L'' 0, II I , ', "<" II I ', . II 1---c ---. ----~I------- 1, II ', ', II '\ ' II u /, ',,,, ii~ I ' ~ -/(j'-. "- I I ', ' II I ,, ' .JI T I ' , i'1 ~ /4 7, ~~\---__________ L ____ _ 1---x-----L-----x-~7l J I v-------------·; 'j ~ : I~ i •. , : 1' Q-: I I I I I I I I ~I I I ·- It. 3/4" • DRAIN HOLE , , I • MT & vr a ROOT PASS 100,:. : 1 & C COVER PASS 100X I I I I I I ~ 112·---: I A I DETAIL @ I ~ 4· _J ~/lli..._\ DETAIL EB 2" DIAM. TAPPED HOLE W/ THREADED NIPPLE ENO BUSHING (TYP.) 3/8"• LOCK WASHER & LOCK NUT (4 TYP.) \ I / '"·---l------H-4"(H) , 1'-o"(W) , s"(o) ,1111/ STAINLESS STEEL NEMA 3R TREMlNAL CABINET ~ "' le. " El "' w ~"' ~~~ ~ wz zo in -< 0 3/8" x 1W BOLT &: WASHER ( 4 TYP.) MH GAP W/ !,f' THICK NYLON BUSHING WASHER fDR SPACER (TYP.) ~ .. IF NO OTHER HAND HOLE IS WITHIN t'-6" Of CABINET BEAM Il!..I NEMA 3R TERMINAL CABINET/ SWITCH ENCLOSER ATTACHMENT DETAIL --~--S.TU NTS • -~· ;R CITY OF SHATTUCK AVES. STORM DRAIN PROJECT -"""" ::! RENTON S. 7TH ST. TO S. 4TH PL. 1- K.MCBRIOE: I.'::,.-:., I ~ "'~"""/Jj,,;1<1"9/P"''" "°"" 0.,1. -STEEL CONNECTION DETAILS f K.LINTS l'"IIOl'ME- ST05 ---1 OF3 R,:v,s,JN BY I (),!,.ft I A.PPR I £.CROWE ~ y i ' l i I 1 ~ § ! J ·i ~ . l $- :... :,, ::, " w a, it POST ... 1• fl. (TYPr\ I • I DETAIL 5 l/2" 6" ·' -, "' --n--.. . "' 2 1/2"t, HOLE ! J" POST ® 1'-SM it POST I T ;.,, . " ~ ft_ POST ____________ T ___ _ / I ------( _ _:_f--,7~ - " '" I +a-• ----·---j ' " ~I!_ ----l_ m -~ :_.y G ----------<,>-/f' "'I< --------• STIFFENER fl. J/8 ~ ..., ~ l-~=l=)~f"'~-r % Y r-1 , 1 2 ~,6,8 1/2 : : ST05 STIFFENER fl. GES TO FIT) I I ' • I (GR!ND ED I I 4 • DRAIN HOLE I I I it 1/2 • J"'x6" HANO HOLE SEE owe ST07 5 l/2" I I I I I I I I I ' 'I--J/8" I I --< /B'4t--I 3 I A, 6" DEfAIL • ~.H &: VT O ROOT PASS lOOX & 0 COVER PASS 100:t: @ -$-\:-.. "' it POST BASE fl. ---------------- STIFFENER (TYP.) io \:-.. "' ~ a, "' ~1/2" • DRAIN HOLE --¥'--_eom>M __ Fl_ANGE -ONL ~ --- i:UP 3/8" STIFFENER PLATES AT R:AOIUS (TYP.) SECTION E9 2 1/4Nf HOLE FOR ANCHOR ROO (TYP.) 11· J" I SECTION EB 8 I ®®% ~M®[MJO'mi'&[1 ~ ; N 8 ~ DMJM HARRIS I AECOM 10900 NE B1H STREET, SUITE 750 BEUEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: ('425) 4S4-o220 ~ um: N'f>ROVW FOR CONSTfi:UCTlON BOB HANSON. P.£. DA1t OESiGN EHCJMEERlfft; SUPEFMSOR CIJY Of' RENTON NO IIEVISIOH BY -· -s.ru !IOU! NTS -Y.JIANG -I .i~":.... I k:.UNTS ~-flNI!:----I DATE I APPR I E.GROWE ] --·----'"' ~ w u ::; !); "' HSS COl,.UMN ,R, ',,/ ( CJP (TYP.) COLUMN FIELD SPLICE DETAIL£E) .ST02. ~ CITY OF RENTON Plo11t1"'9/8uildiflQ/Publl1; \l'Ofb 0.C,L SHATTUCK AVES. STORM DRAIN PROJECT 1,.--I S. 7TH ST. TO S. 4TH PL STEEL CONNECTION DETAILS 20F3 - ST06 11$ "" t TYP.r:l7f& 7~< THREADED SOLT TEFLON WASHERS ----' J/a"• U-BOLT HANO HOLE AS R(QUIREO SQUARE "u" BOLT I I HSS TUEIE ~-~-------------------- ---TIGHTEN NUTS BAO< ON EACH OTHER SNUG TIGHT ALLOW SWING ARM MO'vEMENT 0.093 .. x&" F'LAT SPRINC STEEL (3 LAYERS) ~ at: STEEL· I b SPACER I(, 1/2x6x0'-10 'i. BEAM I rsouARE u-BoLT c,;a• •l HSS BEAM L 6x3x3/Bx0' -5 LL V Tll T PROBE S"WITCH SEE ELECTRJCAL SHEETS ~(TYP. 3 SIDES) ~ ~--------- 0 :c 0 ~ :J: .,, 1 w ~ <I> -q.. '--------, --....... D ), /----T ____7 __ ~+: I ----/ --··-I -/ ' ~ ' ............ ______________ _ <I> 6 -1/4~ COVER SCREWS (TYP.) EOUALL Y SPACED AROUND HAND HOLE, DRILL & TAP BEAM "" (~~ y :-'--HI, I I I , rJ z <( ------1 "" ~ HANDHOLE DETAIL® ! " D ~ ' 1 ~ ., I ~ . 1 & § t .11 I • ' ~ i i I l ~ ;; m D .; TILT SWITCH PROBE OET AIL S£E ELECTRICAL SHEETS ®®% ©M®!MilO'inl'&l1 1· ~ VIEW DMJM HARRIS I AECOM 10900 NE e"JH STREET, SUrTE 750 BELLEVUE, WAfUW\fGTON 98004 PHONE: (425t '464-5600 FAX: (425) 454-0220 5" '"U" CUP SEE SECTION "Dv 1/2"• BOLT THRU 3-LAYER SPRING Ii'. PVC PIPE FILLED WI TH EXPANDED POLYSTYRENE ~ U-CI.JP SEE SECTION "O" ) " I) ' u ,-j" BENT Ii'. .r-1/4 GAP± 12· TYP.r ,,, U-BOLT _j ;=====~ -, "' \~ ,&II ~CJP . ~L. -~ <O ... ~L7~!~~T m ® 1/2" BENT Ii'. STL ARM SHOWN FOR CLAIRITY APPRO\IED rOR CONSTRUCTION BOB twlSON. P.E. DAT£ OESIGN ENGIHt:ERlNC SllPEfMSOR CITY Of RENTON SECTION 0.219• TOTAL THICKNESS SPRING Ii'. Ii'. 3/8x5 3/8xo' -3 S.lU -Y.JIANG -K.. LINTS HANDHOLE DIAM. LOCATION HANOHOLE SIZE I W R Ii' 1·,s,2·-s 2/3 HEIGHT DETECTION WARNING SYSTEM 3" X 6" 6"11 1/2" SACRIFICIAL BEAM 6" • 6"1 3• /2) 3/16V ( TYP. EB 1/2"• U-BOL T 'l. 1 /2x8x1 '-0 TRAFFIC OlRECTtON NOTE: 1. All STRUCTURAL STEEL AND BOLT, NUTS WASHERS, SHALL BE HOT DIPPED GALVANIZED. 2. DIMENSIONS Of "U" BOlT ARE PER CHICAGO HARDWARE ANO FIXTURE COMPANY 1 / 4" COVER PLATE W/ 1/8",3/a• NEOPRENE HANO HOLE CASl<ET EXCEPT AT BOT. OF BEAM ___/ ~ i ~j w 5 :J: " ~ :J: <a' --=1 SECTION EB -NTS -~:~ ... ® ~ CITY OF SHATTUCK AVES. STORM DRAIN PROJECT j, I RENTON I .~':u I ·--..... P/Qnning/8'-'lldi1u;/P'-lblic Works D111I. --· S. 7TH ST. TO S. 4TH PL. STEEL CONNECTION DETAILS 30F3 - ST07 -· I -·-~ '. .Pf'ff I E-GAOWE ~I I ,.......,,.,...,..., f I NO., Rf\llSION I tfT IIH\ll,..-M I I I I I I I I I I I I ~ 0 g i! r 1,1 ~ ] ~ :i I ~ • 1 'i ~ § • 1 J ' ll C 8 ~ " ~ J I BEGIN 6 'STA 17+.S.5 ----+--'------ T8+00 ·1 < -. _J_' -Cii>--1 ... 6)~~ 17~0? J SECT.18 T.23N. R.5E. W.M. t w.. ;o f ~ ~ \_ .. 0 . ~ .. ;_ ... 'R WAY 2 \ STA 50+39 , EWL SIGN SPECIFICATIONS/ROADSIDE SIGN SIGN STRt:ET STATION & OFFSET SIGN CODE POST POST SIZE (INCH) SIGN CLEARANCE REMARl<S NO. NUMBER lo!ATERIAL V min (FT) I w min en, 1 SHA TI1JCI( A VE STA 18+62.03, 22.08 RT R1-1 wooo 4X4 ------ 2 S U,E STA 100+51.82, 15.25 LT R1-1 WOOD 4X4 ------ 3 HOUSER WAYS STA 5DH2.87. 18.28 LT R1-1 WOOD 4X4 RELOCA TEO SIGN 4 S 4TH PL. STA 39+55.74, 20.23 RT R1-1 WOOD 4X4 RELOCA TEO SIGN 5 SHAT11JCK AVE STA 21+92.04 25.69 LT R1-1 wooo 4X4 RELOCATED SIGN 6 SHAT11JCK AVE STA 21+10.32, 3.63 RT R1-1 WOOD 4X4 RELOCA TEO SIGN 7 SHAT11JCK AVE STA 21+ 70.32, 22.« RT 03-101 WOOD 4X4 RELOCA TEO SIGN 8 SHAT11JCK AVE STA 21+83.04, 4.00 RT R4-302 MOO B WOOD 6X6 ------ 9 SHATlUCI< AVE STA 18+58.76, 0.00 RT Fi:4-302 MOO B WOOD 6X6 ------ 10 S LINE STA 102+60, 13.00 LT R4-302 UDO A WOOD 6X6 ------- 11 S LINE STA 100+50, 6.00 RT W12-2 MHAL 6X6 INSTALL ON HEIGHT DETECTION COLUMN 12 SHATTUCK AVE STA 17+90, 20.20 RT R7 1 WOOD 4X4 13 S LINE STA 101+16.94, 5.00 LT W12 301 METAL SACRIFIOAL BEAM SEE SHEET ST01 14 S LINE STA 100+75.24, 5.00 RT W12 301 METAL SACRIFICIAL SEAM SEE SHEET STOl 15 S LINE STA 1D0+60, 13.00 RT WJ-5 wooo 4X4 16 S LINE STA 102+25, 13.00 LT W3-5 WOOD 4X4 17 S LINE STA 101+40.2, 16.9 LT W12-2 METAL 6X6 INSTALL ON HEIGHT DETECTION COLUMN 18 S LINE STA 1D0+52.56,16.76 RT R+-302 MOO A WOOD 6X6 19 S LINE STA 100+55.0, 25.00 RT W1-1R WOOD •x• ®®% ~l!D®IMJD'ilu&I:\, - \ ib ' ' cf> \'6 \ i \ \ \. i02~99'.;3_4 ~~ -0 LEGEND ~ PROPOSED SIGN AND POST EXISTING SIGN ANO POST CD SIGH INSTALLATION NOTE l . ~ DMJM HARRIS I AECOM APPROVE;O FOR CONSTRUCTION --l"-20' ~.::-~ ... ;R CITY OF " ~ .,; 10900 Ne BTH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (e) 454-6600 FAX: {""25) 454-0220 808 1-INISON, P.(. DATE D(SIGN ENGINEERING SUPERVISOR CITY Of REPfTON ~ .,,.,.y I NO. REVISION BY DATE I APP 2 " Y.JIANG ~ -VJWIG RENTON -I ..,':._':a I A.LASZLO Plon""'9/BuillS"9/Pvblic Wontlll Capt. -:...:~ R.MEYER == $~ z STA 21+6fff5' 3 R-55' AVf.. GENERAL NOTES: 1. ALL SIGN LOCATIONS SHOv.N ARE APPROXIMATE AND MAY BE FIELD AO.AJSTEO TO FIT ACTUAL CONDITIONS. 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN POSTS OR SIGN SlfiUCTURES. EXISTING SIGN POSTS SHALL NOT BE RE-USED. 3. ALL SIGNS SHOv.N ARE TO REMAIN UNLESS OTHERv.1SE NOTED OR REQUIRED TO BE RELOCA TEO FOR CONSlfiUCTION. CONSTRUCTION NOTES: 0 PLASTIC CROSSWALK LINE SEE SHEET SG02 FOR DETAILS © 24" PLASTIC STOP LINE r.;\ V.,OE oomo LANE LINE PER WSOOT ST AN DARO 'I::../ PLAN M-20.10-01 0 DOUBLE (YELLOW) CENTERLINE PER WSOOT STD PLAN M-20.10-01 © NOT USED r.;\ l'.ttlTE LANE LINE PER WSOOT STD PLAN \::_/ M-20.10-01 0 SIGN TO INCLUDE YELLOW FLASHER 20 0 1,,-or.J, 20 ++++ I SCALE IN FEET 40 I SHATTUCK AVES. STORM DRAIN PROJECT I,,,_ I S. 7TH ST. TO S. 4TH PL - SIGNING AND STRIPING SG01 I --+ ! g/ (!) (J) ~ ! " g ' ! 0 J j I l j ~ ~ / ~ 1 CURB ANO GUTTER 'URB LANE lANE L .. MIN. (TYP.) t LANE CURB LANE ~ 1---a• (TYP.)-STRIPE __j 1---s'" (1YP.)-01'£N __j i---s• (TYP.)-STRIPE ,. TYPICAL 4-LANE ROADWAY CONFIGURATION JO" STOP R1 1 SIGN NO. 1-6 JO" W12-2 YELLOW FLASHER SIGN NO. 11 AND 17 !2" NO PARKING ANY 11 rn· TIME ._ 87-1 SIGN NO. 12 48" VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS MUST I I TURN RIGHT I R4 302 MOQ El SIGN NO. 8 AND 9 60" SPEED LIMIT 5 W3-5 SIGN NO. 15 AND 16 W1-1R SIGN NO. 19 84" B FT O IN 24" W12-301 SIGN NO. 13 AND 14 ••• VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 1 •o· I 10,000 LBS • PROHIBITED R4 302 MOD A SIGN NO. 10 AND 18 ~ ®®% ®M@lMIO'in?&l1, ~ -" DMJM HARRIS I AECOM . ·-·--·-·--· .. -·.. -··· -----·-APPRO\IEO FOR ... ,....,.,,n.,...,,v,,, I I 1-v~IANG 1-NTS ~.::"~n1 ~ 10900 NE 1TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-45600 FAX! (426) "64-0220 808 HANSOM. P.[. O[SICH EHGIHEERINiG SUPEJMSOR Clrt Of RENTON ® iln CITYOF .. __ ~ RENTON l I I ~; 1 ···· -......... '-A.LASnO 11':;;.n I Plonolng/Bw1dfog/"""'~ w,.,., Dopl. ---· I I "'" I I I I I IV .IIA"" NO. REVISION BY DAT£ APPR R.MEYER SHATIUCKAVE S. STORM DRAIN PROJECT l,ow I S. 7TH ST. TO S. 4TH PL. SIGNING ANO STRIPING DETAILS SG02 I •. - I ' ! I I I I -1 """1 ~ ~ g; ' g -:: f 1 J 3 gl ~ / 3 ' 81 !> ~ 0 ~I ~ 8 ~ / i.i ~ ~ 1l "'~;~:,. ,;;,-,11,-,,,., --~ •a_,,! f~'. L ~-'. ,;_, .. - 40 30 20 10 ' y U) ~- 10+00 Rosl!WATER 4 CUENTSIPEOPLE(PERFORMANCE u DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUTE i'SO BELLEVUE, WASHINGTON 98004 SECT.18 T.23N. R.5E. W.M. cc, ~'-~ ~;',\'" . "":' .• _,: N 0 a V) ~ ;s: . ,., .;.:.._\. ,,, :·,: ' -. -··-~[~:~·-~-::~ ::;,;,~--------·\'I~ ·---,,~. -i·· ~ .-,,·-----L-.: <:! f~~.:E~ ;~: :;~_;:·.•i;.' s:::::? $: ~ z PLAN SCALE: 1" -20' l l !l,·.'.'.:,,1 ~,v-,; -·: c:-,:,-;g_,. !.'r~·.n --t~~I: ,. ! <,_i----!... "s . , --,,,--I --~~-,.~ ... ,, L1 / ~, --·· I . ,I t;:J. I -- . . . i:ll ~ I I I I 12 '"' -~-' I -. 1-~ ,,.,_,.-~"'1-1.lr:tJ.JI;.; I c,_ tl I: -'!:;1-i"t "'"" · -.. ·" ['.. ~ z .. : · + ... i;!,L. ,t' lff I • ffi'.':I ~-----,-.. · --~·-·1· ' T ,;: ~ =~; i' ',,.,' '"' c"" .x I t;fl .. !!!µ +L; J.g: Bp .. · · ·, !. . . · · __ 1 86:_ L,F,: .... I .... , ... . ":"f'E1°°.-S,,2: ""2. ,cc-_-_ -.11---, -+- I .. i . ·1· . · · i :: : : : : : • ! 11+00 ®@% ®MOOIMJDW&[!., PROFILE SCALE: H: 1" ,.. 20' Vl 1"o::IO' ,. 12+00 i .... .,I,.-~ ' ' . , .. -+--4···~·- · ... '.' ·_. "'·.'_. . '" .. -. . -· -~ ·: .. ·:: Ii I . -. .x., ! 13+00 w z ~ J: ~ <( ::;; APPl<Q\JEO FOR C~TAUCTION I I I I I 1-1~ ,._,., 1-=~·111·~ ~-........... BOS ti.ANSON, P .E. OE'SIGN ENCl~EERiNC SUPERVISOR DAT( -l .. ~":...I CONSTRUCTION NOTES: r;\ CONNECT NEW 45• PSD TO EXISTING \.Y STORM \/AULT AT El. 14-.45' (FROM SW 7TH AS-BUJLlS) AHO NEW 12" SD AT El. 19.87' /;;\ PROTECT OR REPLACE EXISTING \::.I WATER SERVICE LINE. SEE STANDARD DETAIL 0106 FOR REPLACEMENT r-;\ P~TECT EXISTING WATER \:Y MET£R ANO METER BOX 0 REP LA.CE EXISTING WATER METER AND METER BOX /c:\ INSTALL TRAFFlC RAJEO COVER \::../ ON METER BOX f;\,. CONNECT EXISTING STORM LINE ~ TO NEW CATCH BASIN © PLUG EXISTING STORM DRAIN PIPE r::\ PROTECT GAS UN[ (COORDINATE \:Y \\ITH PSE) r.;::..,. UTILITY POlE RELOCA llON \'5' (SY PSE) ~ CONSTRUCT 8" SANITARY SEWER \:...Y THROUGH MANHOLE IN 14-• STEEL CASING. SEE DETAIL, DWG SOOS. @ PROT£CT EXISTING BURIED TELEPHONE CONDU:T (COORDJNAT£ \\ITH Ql'IEST) /;;\ PROTECT EXISTING BURIEO POWER 'cl Ll<E (COOR0"1ATE \\ITH PSE) /;';\ PROTECT EXISTING BURIED 'Cl TELEVISION (BTV) LINE (COOROINAT£ WITH COMCAST) @ GAS MAIN RELOCATION (BY PSE) r,;),._ BURIED ~R LINE RELOCATION -:::I (BY PSE) @ SEE SHEET S004 FOR PROFLE r-;;,.. CONNECT EXISTING SANITARY ~ SEWER SERVJCf TO NEW 8" PVC SEY1£R SERVICE @ PLUG & ABANDON EXJSTING SANITARY SEWER SERvrCE • RECONNECT TO NEW 8" SS. @ CONNECT NEW SANITARY SE>lrn LINE TO EXISTING SANITARY SEWER MANHOLE /;d\. RELOCA. TE EXISTING BURJ[D 'el TELEVISION (8TV) LINE ADJACENT TO EXtSTING BURIED POWER (COORDINATE \\ITH COMCAST) ~ TELEPHONE PEDESTAL \::::I RELOCATION (BY QWEST) . . :·,~···1~---1~"CJ g, -~_. ~_:._ ___ :.:: :..:.:.. -_~!j \ le~~ . -~ . i . . . . t -:-:.t"1-~ ... . I ! ;J~ :"."-a l... 1 • ·: : :0:IJ"1co '°a= I .+[~~I"),..,{) ~-.~.·=N~~~ ' --<1~-,..2 ,, .. ~ :· __ ,_·_:··_ :.:.·----~::,_,~_i~~g ; -1-----· i :: ::::: :::·: i· ·i . '-. !M-bFc8~~VC:-:S-MIJ,--,-+'-. -,:i ,,. i 4 • siEEi. c:.SJNc ~-·, -----+ '" .I: 0+00 ~ .:_ i ... :: ! '' ' ! . 1· .. .1: I SEWER PROFILE SCALE, H, 1" = 20' v, 1"=10' 1+00 : I l · . :j: . 20 o t;-.-.·.--~ 20 SCAL( IN FEET SHATTUcK AVES. 40 CITY OF RENTON STORM SYSTEM IMPROVEMENT PROJECT r-1 S. 7TH ST. TO 4TH PL S. ,,,_'" P•omiitig/Bui!ding/?\Jblie Warlcs 011pt. SD01 PHONE: {425) 454-S600 FAX: (425) 46'-<>220 OTY or ~ENTON " ® . -~· ,.!,,.';'~T STORM DRAINAGE & UTlLITIES ;g NO. l'tf\'c'.SIO~ ,3Y OAT!: 1X>R l<.SMl1H PLANANDPAOFILESTA10+00T013+50 r l I i • • ' i ~ i ~ 6 g i ~ <'." i 8 I ~ ~ ~ " 'ROSEWATER J::,. CLIENT8!PEOPLEIPEAFORMANCE -.=, DMJM HARRIS I AECOM 10900 NE 8TH STREET, StnTE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (al~ 454-0220 0 0 (/) ~ 0 u.J u.J (/) 0 ~t,1,,--,,,..,- t') ~ ~I ; (/) u.J z :ii=-@) i,,, I ~ <( :::; ~ z [ o -~-T • . . • -;:-. . • i' . !7l i I . . . ·1· I . "--•:;: ... ' ~-__ o __ ,.. +-... -, ,_----_. -_~I sl! 5: IO . ·•· .. I '' X -.. ··11· .. j· : ..... ·.:8 :::i SECT.18 T.23N. R.5E. W.M. ._: VJ .)}'~ i: VJ o ::, PRoPOSEO PAVEMENT LIMITS, SEE SHEET RP02 ' ' ' ~ .···7>· ! f ,-:,·,<; -~j ,'-\ ·..: \ .. ·, , __ J.;c. -'I\ J -Q· PLAN SCALE: 1" -20' ~ ,,,, w I ' ··O, ---.:Ji!!t• ' ·t,Ji. :zF- ·J1i r ·--·• ~--~M·~-r~, . .... t' 3 cii'-· ·,.:..:a·· • e;'~l(~. er~-~ 0 "' ~i· (.11: . ~u . :;: u.J w VJ .:t· ·11~ -~ ;_ ~:.-.. ~--~ ~I c.,J 3:_ • 1 CONSTRUCTION NOTES: r.:;\ PROTECT OR REPLACE [~STING \!:./ WATER SERVICE LINE. SEE STANDARD DETAIL 8106 FOR REPLACEMENT /";:\ PROTECT EXISllNG WATER \:Y METER ANO METER SOX 0 REPLACE EXISTING WATER METER AND METER BOX /7\ INSTALL TRAFFIC RATED COVER \::.I OH METER BOX r;;\ PROTECT OR REPLACE \:::.I EXISTING 10" WATER MAIN r;\ CONNECT EXISTING STORM LINE \:../ TO NEW CATCH BASIN r;\ PLUG EXISTING STORM DRAIN \::./ PIPE /";:;\ PROTECT GAS LINE (COORDINATE \:.J v,m, PSE) r.;;,.. COOROINA TE WITH PS£ TO "Y.::/ RELOCA 1E OR PROTECT EXISTING UTILITY POLE f"::':\. CONSTRUCT 8" SANITARY SEWER VJ THROUGH UANHOLE IN 1-4" STEEL CASING. SEE DETAIL, OWG SOOS. @ GAS MAIN RELOCATION (BY PSE) @ SEE SHEET S004 FOR PROFILE r.;:...,. PROTECT SANITARY SEWER ~ SERVICE @ CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE r.;;/,. CONNECT TO EXISTING STORM 'c::/ DRAIN STRUCTURE ! t!:I .· ·_: ! .. · _::~ 40 f,• • 1 ---+ 1 --im~'Siilil t:' B,:: ~,;, 1 • 'ti~~ Ci i I~ I ~~-~~-v.i-t~-~~~40 I I I o • I TI: '° ~!-~tt-· _ -h-_--• .I .. , ·~ ! :·· ···1 . 14+00 ®@% ®M@~OW&[1 APPROVi:O FOR CONSrRUCTION t:IC:1 HANSON, P.(. DESIGN ENCINE[R!NC SUP£Rv+!:;OR CtT'I' Of A'!NTON ""' 15+00 PROFILE SCALE: H: t • = 20' v, 1·-10· 16+00 ,,_ T-:--li . ' ·:1-·::. · i: I I ' 17+00 l--+---------------+----1---1---l- ""''"""'----.... ...,, IOJ/1tt1 DATUM 9R CITYOF RENTON I I 1~ 1~· 1·-2« I ® I a :\":u: f P~on,,i119/BuilC1in9/P:10l:C-Wor~s Oepl. ,1 I ·:·:I R",o +•J ~::. ~' ·i ~ 120 iI u1 I-' <( l ;:E a 20 0 20 i.,. ........ I SCALE IN FEET SHATTUCK AVES. 40 I STORM sr~if~ J¥.p:ix~~~r.PROJECT .. 1:RM~ .. ~- SD02 """°"1:D: kt-~~ STORM DRAINAGE & UTILITIES iJ f-,-o_-+------,-EV---,,-o,-------1--,,-f-,,..-lE-+-,---l K. 9r..tm-1 PLAN AND PROFILE STA 13+50 TO 17+50 I r &' ' ~ a '.f ! ~ 1! 0 '.> t t ~ I & l ~ ~ ~ ~ w z ::J I ~ <( ::,; N 0 0 (/) ··--·-· ---'. l'f•':'•-! PROPOSEO PAVEM~NT·".• LIMITS, SEE. SHEET; M!>.3/ ! I'._:.~_:-f~,; j ·~'.:n"~ .~.v-i, •, .' : ~--~~\;;'~,!, •;,.,: ,,~.;~~·:-q_ ';-.· SECT.18 T.2.3N. R.5E. W.M. ....... - PLAN SCALE: 1" • 20' \\ \.\ -'""-~ ·10" PVC SS ~t.• ,;~ )~ ~..e ·., ~-;~·- .'~'-'' ;\j) =---4$a+-=-z ;};ff~;-1: 8 ·ep[p SO ~ I ' I l -io! i <~{ ,. : i if ! i r rAU:ROAD BRlDCI eEg;-; i Ii I ., l~k\,;® :<( I · · I · I .. .,.it ... I 'ffl"' e, _· z I ~,§l • 't'" · T e,e,-,_., • ;i;_ w_c,·~"' H~l < i -i ~--~:-~~--~ ;1: ~, •~-f• . : -~) i , -. . -~~ _ ~· , ~.!::~ _ : . u -• ~: ~f;:~~ I w -''' " !: · .... r. : .. ~ ·. ·1-1~ '·.-~"' I,.,_-: "'IN'_ 1-----r_.. -~ ~~ .,c '--~"'_i' ':.. ·.!:_ ·:::: ~L,:. :· I ·,:2~J ... '""' i-~ .l .1 ~ C?:-6::1:· --···· :f.!1,:+-;,-:.:0 _::~ 5 · ::~2:j, )·-_·-::Lt_:· : :: -:~:~!~~~'."".": :~~~N:~:· 1::o:_··: : --·. !-.• :1-1 -.... ~: • l+ =-<>I 1±, .. ,-.,.1!!!:!!!c, .r.i ,., .. l.,ro, ............ !., .... I. .. +1-·,.""" __ oq::;-:>l_.tJ_-_·-.-z_--L ·······--·c- o<«~"-" "'r· ,._ . .,,..,,, __ -..-I N~~; ~ i . ~~r7 i \:~r . ·1 ' <!ml! 1 "' "'"'·"'"'"-'· I . ! oa:= I=! -· . . . ' . i .. ··l···-· " ' l . . . .. . .. . ; : : : : · : I : · · · I / • · -1 .-+·-:::~:':cf --·--::-~-'-:=. . 1,0 301-=:,-4 --------,-----------rj.1 1 ROPOSEClc-GRADE ---. _____ CC-~---··------·---~-_ ~r. 1 , w11·='<1 '.:<-:10.1 i : :--~----I -----..... : :.: ... '7 ;',"120 i g : 1-io L.F; s• CPEP i;o 5;;ci.2tji:' >6~ C:i-: 45•1 CPEP sii ls0ao.20" i ! l ' ---' I -10 10 L~ 19+00 20+00 21 +00 ~ 18+00 Rosl!WATl!R Jj,. CLIENTSIPEOPl.E,PERFORMANCE e ®@% ~MlID!MilO'ITu&[1 N>PROVED !'OR CONSTRUCTION PROFILE SCALE: H: 1" • 20' V: 1"-10' ...... --~-·---,...., •n~•ff• -- CONSTRUCTION NOTES: r::.\ PROTECT OR REPLACE EXISTING \V WATER SERVICE LINE. SEE STANDARD DETAIL 8106 fOR Rf PLACEMENT 0 REPLACE EXISTING WATER METER ANO METER BOX © PROTECT OR REPLACE EXISTING 6'" WATER MAIN r;\, CONNECT EXISTING STORM DRAIN ~ PIPE TO NEW C8 /;\ PLIJG EXISTING STORM \::.I DRAIN PIPE /"";;\ PROTECT EXISTING GAS LINE \:J (COORDINATE Y,llH PSE) COORDINATE WllH PSE TO UTILITY POLE r.:A PROTECT EXISTING BURIED \:..2 filEPHONE CONDUIT (COORDINATE Y,llH OWEST) @ PROTECT EXISTING BURIEO P()\\(R LINE (COORDINATE Y,llH PSE) r.;;,... PROTECT EXISTING BURIED CABLE ~ TV CONDUIT (COORDINATE WITH COMCAST) @ GAS MAIN RELOCA. TION (PSE) /;;}\ COOR DINA. TE WITH VERIZON \:..:2 BUSINESS FOR RELOCATION OF EXISTING FIBER OPTICS LINES @ COOROINA TE WITH ALLSTREAM FOR RELOCATION AND PROTECTION OF EXISTING flBER OPTICS LINE ~ PROTECT EXISTING AT&T FIBER Y.:::/ OPTICS LINE @ SEE SHEET SOM FOR PROF!LE .r.;;i.., REPLACE ANO RECONNECT E)OSTING 'c:J 1011 SAMT.A.RY SEWER. r.;2,. ADJUST EX1Sl1NG SSMH 'cY RIM TO GRADE /::;;\ ADJUST CB TO GRADE AND 't:::I INSTALL SOLID LOCKING COVER ,<;;;\ CONNECT TO EXISTING STORM 'c:Y DRAIN STRUClURE ~ RELOCATE EX1STING FIRE \:Y HYDRANT FROIA PROPOSED SIDEWALK AND CURB RAMP TO STA± 21+23, .34' LT 20 i SCALE: IN FEET SHATTUCK AVES. 40 DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE. WASHINGTON 98004 M w 1· -20' I I 1-~ 9' CITY OF RENTON STORM SYSTEM IMPROVEMENT PROJECT I I s. 7TH ST. TO 4TH PL s. 00-M"' PHONE: (425) 454· 5000 FAX: (425) 454-0220 BCB HA~SON. P.E. D[SIG!t [NCJN[(R:!NC SUPEfiVlSOR CITY Of A:£NTON DA'l' I .. ':.. ":u I ·--l'<C>I ,U.,.{~V P10nl'litt9/B"ild;ng/Pub!ac: Ylorlr.s o .. pt. S003 STORM DRAINAGE & UTILITIES ~ 1-10. REVISION 8'I' DATE: .APFR X. lH PLAN AND PROFILE STA 17+50T021+52 I i [ i SECT.18 T.23N. R.5E. W.M. ~. -r r:--:-~T~-~r·--r I .. 1 1-, ,.,~ : ~J-; 1 ; --:y=, 1 J ---rg··-r--·,· -: --0 i --~-:·· -.,~.,,. --·-1 ·---~1 ·I ., , I· . ---I <>w I "f' I I >':__I I ..-,; . I ' ' ' i ,.... ;:: ., :..' .-.. i·z:,:; i I I I I . . : ' . ''' -~...J ........ ;i;: t ,~· ' ~j z • ' , ... -I ' I ' ~ , ...... ':. :... -. ~-. ! I j ! ., : .... ,. • •. ·1;;0 \'.l!,,O ( , ;:_, ' ; l ,.1 ~ = :·,t (.:',£ j I : :-I A :s~·-$ i:il!JI', , .. · ' ! ' --;---T --' l -----.. , ..... ···: hBt-rt;1-.:.~·---r-[4--r~-1~---i---~-R-1;-·yt1,-----·:mt·-,-----··1 ----··:·----ii-;~·--~ :1_,t_:_ ~t~: I l I I I J i ·····'-:-OJ-~···· 1 O""° :,,;.;o ,-..... ,--1 I I I!: w I • ·j. f ' . lJ, e:: ,~-.N:u:) I . . ,.. : ... ,;,·,,.;a "':c<""' ::c:>·· I r: !l! !':', ·,-, :-:.,-, -I , ---~:·1-. ;c .... -0:: I i · . ·1· 1 I ~ h·'c·i''::::! I "I( ::IE~ •• f,,j ;:;.:J · · f l'lj.i •'· • • "-, ' ' , • ~ (D ,-. 0 · · · i JO ----------r '· ··Jo-I··· ........ / .....•... ~!"'f"' ·. 1 '""'j>j;>!J · ::_i-~------Jb. -----•----u,--~.,.:/ "-,-·C'\1~ -+--JO ---' !.,'.,. "" c,s.;:.:.c._,.; .E'!.:0~::il ______ . •.· .; r '*~~* -i~J . ;~I~~~-;· ) ·· i ~4:i~1~~~.£:]~1:~1' ... i .,.~~l;~ .. :,, .. ~~11i r ··i ·. ·: i : "i "~ ..,·;-;~: w~~ci;r:,, t . · f ·~:~+-4 a:,:t'f', ~t 1-·-----: 15r-··r···r1,-~~--1-.. -,si-.. -.. -r--· :-c-1-·1 l ····11 .'. ----t,5c--:7L.Fl12·-c~Nciw , •• 7r-.---y---: -··1· : ,of--c--1 I ! ! I 10 1 I +-~--+----/7::+-~ I 1i I I i----J--i-I .I : I ·t-:~---+-.-! 17~23.0 I J s~ PROFIL-E /_ sJMH i4 ·-~ •. · i I L ! _J _ _J_ ___ J__ f t----[ · +--~ .:.~---~:·-:--~A-~V:-ti{~~~.:~ ~:~ __ -----+~-~,--~-__ _ sc1~~~~f( 10· . •. __ ·:·:: ___ 1 __ i _ f , SCAL\ jl H;-~~. =~ 20·_ f--• : ,J _______ l ·. __ -i-· -~:-. · . :.1::· ····I ;. . . I 1· : l .. T ·I . . . ... 1·1 ; 0 ' I I .... ••i•. ,.: : ! ' •/G'.· i . . . . ... •-·•-~. if.+--$ t I ' I • -.~ -t.· l:-++.it ; -~I-·@· ------i : ~~ ~ : -r;r:~~·h1 . : I ~ t 1i);:·· r;~f::: 1 g1~ &: ; rll .. ~I_:::~. · ·---j~1i-~-.;;_ .i-::; --I -~~ !>-~-.t~ ".i~.it~:-· l ¥t~~:-----; . ~:-.. ·.·s . ~---;1c,t"*;·N·l· ···:..c ;.-N • ~ 'f'.,io :_?'l~l-;jri i N1'P!Nt,0f 1 m~ .... · 1 •• !:::C'-1 ~ :!~ ..... m II f ij't-lO I ·~(~.:::;;,~,-~~-: < ... ,NI I ·: > +''--.-.=.·.:t;.·7 JO I "'~ill' "',."' .. -,-j__: __ "'" !i,! : --""' .!li ... ' .... P.i?.:/a."'.· .... '.···'·· i.l;i.15~.w.':"i _130 4·-_··_·_·_--_--·,.~-~.µ: ___ :;,1 --t·-w:d-/r 1Ms·k ____ 1c25c----t1 -----:i ~-:J25 0 25; .-· J ...... -~ti:· . i. ;. ........ "'"'"'·!!!· . I ' Ii ' I ... /.I. '• . T. I L_:: ... ;:: ... <•i•.•••.•.····1···~-·1 · -· .---1 ·· i------i--, , l "'t.;,j ·."·cF:a·-lcaEPscil i·. . --.[. rl3 If;). --11 -• • : t ··j ... :.~;t;1T ·······,-... : ·i 1•· 3 I-• ' ·,·········1· -· 20,-----·--r.---------... I . .. . ... .. I o ·e: . . . . ·. • · I M I . . . . ... I ~ L • • •••• ~ 15: T b: :: ~~ 1+ 0. • :. . • . . f:-~--I .• I .. ~ I . . , .. ·. •. • : • ~. ~o ~!:1.i~tCPEP i i . : •.. ~~;l/;J2'. CPEP• ! j . 1 • • • i · j 1Lf.\8"·sP'vc.·s=LOX __ I ... 1 ..... : -. I ......... ! ~ 10 r----,-. 13 r--'14..-.SjEEL CASI G ... 1oj--·:·f,----+-----··--·------,-: ------1-----; -- i O ~Pc .. ~-i.~~~~~~~~10:-ICB ~ i. ___ J --t : -h----. -·· •. I --: ...•. ~.-. . L i. , ·····1·-_ ..• -..... -. 1· I ·o PROFILE.~. ccs 5 I s, PR<DFILE,;-;-cs , · · · .t .. ···· ····· · · ·· I · SCALE; w·,··· ·10· ····· •· · ··· ·1· SCALE·i w ,. •··11t 1 -, · :. · •t·w·· • •::. : .•:· · ·· .. -• : \.; !~ .......... 1. • •· •• • :..: -,._•;r.-· 1 _. CLIEN!~:o!~.1!!!!~.;;~~i-~;;··;(\D[ID~oui~£~--............. ,. . .. . . . '"····-··1 ··· 5·······-····· l ~ - ~, DMJM HARRIS I AECOM ~ " 109(!0 NE 8TH STREET, stnTE 750 BEUEVUE, WASHINGTON Hro4 PHONE: {425) 454. 5600 FAX: (~ of54-0220 APPi:.ovrtl F"OR CONSTRt.1cnON -805 ,-..ANSON, P.{. DA.TE OESIGN £NC1NEER!NC SuPEINISOR OT'!' Of" RE"kTON - = 1~.,,.2Cf -::JI ~-I ·--'""'""""""" J..:..: ~::'~it1 ~ !R CITY OF RENTON P'ar.n"19/6uildin9/Publ:c Worlcs Oept. i . ' -i------+- · ·1· · · t . ~ ! ' :· I .J· SHATTUCK AVES. hs I I ho I STORM SYSTEM IMPROVEMENT PROJECT I= S. nH ST. TO 4TH PL S. I SD04 STORM DRAINAGE & UTILITIES 1 IU<.[~-j PROFILES AND SECTIONS fltV I fUTI'" I ;1.ppi;, I ----8 I I I I "" I ""15'0• I .. I -~--1--. I • _,,_ I I I I I I I I ' I I i 6" D!A PVC SAN SEWER- 48" DIA CONC SD IE. 15.46' - 14" ST£€L CASING 8 .. PVC !E t4.51" -"18" OfA CPEP SD IE 15.46' 14" STEEl CASINC BN PVC IE 1 7 • .30' F'.X 10'" W- APPROX DE~ ,-~. 3·-FEET ". " ; C ',:-: 8H DIA CPEP SD c;,.--:i.. l-;~ 14n STEEL CASING 7/, \->: -----+---~'--"'-c44.,#'---_.,,ftfrf--------------------++--~ ! ! • J i ~ f ~ .. ! ~ a ~ ';: ENCASE 1.3 Lf 8"' OlA PVC SAN SEY.ER IN 14n DIA STH:L CASING SEE CASING DETAIL. THIS SHEET. Ii/ 8" DIA PVC SAN SEWER . CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE. rn" '-f-'" . ' .. .. _~:/ ------MH238J 1:1.AN INSTALL ADJUSTMENT RINGS AS NECESSARY. I," MIN., STANDARD SOL1D LOCKING RiNG ANO COVER 16" MAX. HEIGHT RIM fl 23 g,· T.O.S. IE 15.46' IE T 4.5' a"PVC WITH I 4 ~ STEEL CAS!NG fill CB SUMP TO IE OF 48'" PlPE WllH CONCRETE SEE SHEET 5006 FOR TRENCH BACKflLl DETAILS PROFILE CB #1 DETAIL SCALE: 1'"•5' ROSEWATER /:Ji.. Cl.lENTSIPEOPLEIPERFORMANCE ~ \ID®% ~M®!MJOW&[l, DMJM HARRIS I AECOM 10900 NE 81H STREET, SUITE 750 BEUEVl.11::, WASHINGTON 98004 PHONE: (425) 454--5600 FAX: (425) 454-0220 ~ 00 ~ IJ'PRO\IED FOR CQNS.TRUCTIOl'i eoa 1-l.ANSON. P.E. DESICN [NClh:EER!NC SUPERViSOR CITY or Ft~NTOr.: """ 14" STEEL CASING ~/,'f:;:f'!,., 8H PVC IE 16.48" !~'" 48" CPEP SD 16 . .3.3' '.\ 12" DIA CPEP SD PL~~\ ),,,_'~; ::·1.f,. ENCASE 12 Lf 8" O!A PVC SA'I SEWrn IN 14• DIA STEEL CASINC. SEE CASING DETAIL, THIS SHEET. ,T; !NSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., ,--STANDARD SOLID LOCKING t RING ANO COVER 16 .. MAX. HEIGHT T.O.S. IE a" 2i.94. CB #48 0 LI .. ,, •l,:ll"lfflll"''I, IE 12" 20.01' 1 I 1, 1 I 1, ,1 ©----1-i I ! 1 t IE 17.7' 8"PVC WITH 14~ STEEL CASING IE 16 .. 33 SEE SHEET $006 FOR TRENCH BACKFILL DETAILS CB #4 DETAIL SCALE: 1•.5• ·------- ~~ -=.~~~~HI I I I I I 1-1~ KSMmt -1----t-----------------,--,---t----, fl. EOAALIN -.. ... u.. MllEt.UA 1· =20' I • .''!.'':.. .. ~t<C/10,Cl!<:M ICl<..I: -"COOIDol«V ~ ;R 1. LOCATE CATCH 8AS1N SUCH THAT KNOCKOUT FOR SEEL CASING SEPARATED FROM 45• OJA. CONCRETE PIP[ KNOCKOUT BY i" HORIZONTAL, MlN!MUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE. KNOCKOUT PROVIDED PRiOR TO !)[LIVERY TO PROJECT SITE". 2. STEEL CAS!NG SHALL EXTEND 2 FT. BF.YOND BOTH SlDES OF O:.JTSmE SURFACE OF CATCH BAS!N . .3. PROPOSED PVC CARR;ER PIPES s.~ALL EACH BE oumnrn WlH4 CALPICO MODEL M SPACERS OR APPROVED EQUAL SEE. CASrNG JNSTALLA l10N DETAIL ON THIS SHEE.T. 4. CAR~!ER PIPE SHALL 1-iAVE RESTRAINED JOINTS WiTHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SE:E SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCT!ON REOUIR£M£NTS. = PLACE END SPACER MAXIMUM OF ONE {1) FOOT FROM EMD OF CASING (TYP .) STEEL PIPE CASING CASING SPACE.RS SHALL BE MAXIMUM OF ONE (1) FOOT e'ROM EACH SIDE OF PIPE JOtNT (TYP.) SEAL ENO OF CASING V!HH NEO~RENE CASING ENO SEALS (CASCADE ENO SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SOR 35) CASING SPACERS CARRIER PIP£ DIAMETER 6" 8" - CASING DIAMETER 12" g" t,.!tN. CASING THICKNESS 0.25" 0.25~ SPACER BAND W.DTH B" 8" ANTICORROSION COATING THICKNESS: CASING -n MILS OFT 1. CAS•NG SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER W!DTH SHALL BE 2 INCHES. 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL ANO CASING PIP£ WALL AT ALL TIMES. 8_ MiNIMUM "i'' CLEARANCE BETWEEN RUNNERS ANO TOP OF CASING WALL TO PREVENT JAMMING DURING INST ALLA HON. CITY OF RENTON SEWER CASING DETAIL HTS SHATTUCK AVES. STORM SYSTEM IMPROVEMENT PROJECT r· 1 S. 7TH ST. TO 4TH PL S. ""'" "'· P\o"";"\1/Bu~ding/P .. blic Works O<ri;t. SD05 STORM DRAINAGE & UTILITIES ~ I I I I NO. I "''""'" I ,,. I Df,,C 1-· I l<.SMfiH I I I I DETAILS I I I SEE PAVEMENT LIMIT NOTE SE[ IB._~NG_H NOTE ---------------+ +- CORRUGATED POLYETHYLENE S:ORM P!PE (CPEP) CONS ffiUC TION GEOTEXTILE FOR SEPARATION (MIN. t' OVERLAP) fiNISHED GRAD£ BAfli:K RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING QUARRY SPALLS ~'>A't,»/X"-,>~"71'7>· ~~~A~YJT~N~ _.. UNSUITABLE SOILS ARE NO"TEO IN GEOTECHNJCAL REPORT ,I ~ ~ 48" SD TRENCH CROSS-SECTION 1 • ~ ~ ;S ~ R <: I i / 0 NTS ~ ! -ROSEWATER I:!.,._ { -CUENTS!PEOPLE!PERFORMANCE u ~ ~I DMJM HARRIS I AECOM 10900NE 8TH STREET, SUITE 750 ~ I BELLEVUE. WASHINGTON 98004 ,..: PHONE: t-425) 45'· 5600 FAX: (425) 454-0220 ®@%> @QIJ!ID[M]O'D'TI' &11 0£SICN (NCll'l~(RJNC SUPER'VISOR ClTY or RENTON ""' 8-TO 14~ PIPE PIP[ !.O. + .30" rJNlSHEO GRADE GRAVEL BACKFILL fOR PIPE ZONE BEDDING 8" -14" SD & SS TRENCH CROSS-SECTION NTS Kie\@, 'IOIZ: --=·:.~ .... K. SMITH -a ""~•• •• DATUM ~ l"""l'"""'I ~ 1' IJ.IN (IYP) CONSTRUCTION - GEOTEXTILE FOR SEPARATION (MIN. 1' OVERLAP) 2· ,UARRY SPALLS STRUCTURE FOUNDATION DETAIL CITY OF RENTON NTS SHATTUCK AVES. STORM SYSTEM IMPROVEMENT PROJECT I I s. 7TH ST. TO 4TH PL s. W•M ,. Pt<1nnill9/Buil~;ng/Publi<: 'l'Jo,lu Oept. SD06 1)1 APPRO,CO FOR CO,STRUCTION BOS HANSON, P.E. ...... ® M.DELI''"-::~~~ I I STORM DRAINAGE & UTILITIES I -• DETAILS I I -I I NO. liEViStoN BY OATE APPR k. -· ..... 8 I I ' I I 0 I!! ~ ~ ~ ! t r , '.2 ~ § ~ ~ 1 ~ ~ I ~ ~ '" r~i:TING tc ~~ :==~--- ExtSTING CONDUIT -~ 18+00 I I \ s----~~--~----ss--------~; Uy·°' ' -,:. 10_ HOijSER WAY S. R/W '!. \ \ \\ I '•, I 'Ji. · .. \\·\· ~~ \,. . "' . \·"'·. k_ I/' CONSTRUCTION NOTES: SECT.18 T. 23N. R.5E. W.M. I \ \ \ ,.;.--, :-·'4- -_ _ TCE_ Jf."';/" ~\~J ; ·:~· 102+00 ~---..:.._ -----e. -,.,....__ ------~ ~ ~ ~ PLAN 1~ f: 'Ji. ~ SCALE: 1" -20' 2H;.Op ' I s: .-WA~K!VA r. RELOCATE EXJSTING STREET LIGHT PER CITY OF RENTON STD. PLAN J007 \" ' '3 ' / S. ~TH PL. R/W Ci_ I / I Siii7ii) $ 1:: z \ Vl \ I • \ ~ \ -0 I\ \ -~o,~g·~:· 0 I . I .\ ,<L _____ -- ; SHA TIUCK A VE. 22+00 SHATTUCK AV[. R/W '!. END PROJECT END CONSTRUCTION SHATTUCK AVE 22+33 @ INSTALL NEW CITY STANDARD SERVICE CABINET fefi STREET CONTROL ANO TRAFflC SIGNAL WllH A PHOTO CELL PER STD. PLAN JOlO. © INST ALL 2" PVC CONDUIT W1 TH 3-#14 A WG ANO 6-#8 AWG CONDUCTORS. (j) INSTALL 2" PVC CONDUIT WITH 2 #6 AWG FOR STREET LIGHTS ANO UNDER STRUCTURE LIGHTING. @INSTALL 2" PVC CONDUIT WITH 4-18 AWG fOR HEIGHT DETECTION WARNING SYSTEM AND FLASHING 8E'.AC00S. © INTERCEPT EXISTING CONDUIT ANO SPLICE TO NEW CONDUIT TO SER'VlCE CABINET. 0 INSTALL NEW TYPE 8 JUNCTION BOX WI TH LOCK INC LIO. I ®®'%i ®l!JJlIDIMilO'tf'u'&l1 © RELOCATE EXISTING STREET LIGHT AS REQUIRED WITI-l STREET CONSTRUCTION IMPROVEMENTS ANO INSTALL PEC ON TOP OF POLE, © INSTALL 2" PVC CONDUIT YATH 2 lf8 AWG CONDUCTORS FROM RELOCA TEO STREET UGH T TO JUNCTION BOX FOR STREET LIGHT PLUS .J #14 AWG FOR PEC. © SEE SHEET TSOJ fOR SACRIFICIAL BEAM ELECTRICAL DETAILS. 0 SEE SHEET ST03 FOR HEIGHT DETECTION WARNING SYSTEM ELECTRICAL OETAJLS. ® INSTALL 2" PVC CONDUIT WITH 4-#6 AWG (2-/18 POWER TO NORTH HEIGHT DETECTION WARNING SYSTEM AND 2-#8 AWG TO WARNING LIGHTS ON BEAM AND RAILROAD SlURCTURE.) 20 0 1.-.·.·.-..t 20 1 SCALE IN FEET 40 I DMJM HARRIS I AECOM APPRCJlo£D FOR CONSTRUCTIOJ!4 D.BELlAOMIN -N.T .S. 11.:::"..ll1~, CITY OF I . ~":., I * .:~";""'~~Tw?.~ o.,, SHATTUCK AVES. STORM DRAIN PROJECT l,w I 10900 NE 8THSTREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 fAX: {426) 454-0220 eoa HNiSON, P.E. OAT[ DESIGN ENGINEERING SUPER\IISOR Cl1Y Of RENTON -Y.DARPM.WAN -A.LASZI.O -..------ S. 7TH ST. TO S. 4TH PL. TRAFFIC SYSTEM AND WARNING LIGHT SYSTEM - TS-01 .... '-·-' --.,RI ~ HO. REVISION tlf llAIL I N" A.MEYER gj ~ ~ ~ ' l i r , , ] • ~ 1 ~ ~ ., ~ • <. ~ / • > I 4-114 AWG TlL T SWITCH PROBE CABLE HAND HOLE AS REQUIRED 2 TO SER\aCE CONDUCTORS 2 TO WARNING LIGHT CONDUCTORS I -------~------i- 1 -------------1-~~-~ 1" NIPPLE Ill SQUARE "U" BOLT HSS TUBE :----------·--- 1 I ~-~-------------------- El) : El) FOR TILT S'w1TCH PROBE DETAIL SEE SHEET X PVC PIPE fJlLED WITH FOAM ----------------------r1-----rr----------------------------- U-BOLT ELEVATION ffi ... ~ z " ... \:, ' "' SPRING STEEL· & I ®®% ®QJJOOIMJO'ITTJ'&[1, , • g ' ~ ,., DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONI::: (425) 454-5800 FAX: (425) 454-0220 APf>Ra,,IE!} FtlR CONSTRllcnotf SOB HANSON, P.£. DATE 0£SIQI ENCINE£RINC SuPER\IISOR CITY OF RENTON SECTION TILT SWITCH ENCLOSURE 1" NIPPLE FOR CONDUIT HANDHotE •• (TYP.) SEE ST07 TlL T SVvHCH ENCLOSURE SEE ST05 FOR N(MA 3R TERMINAL CABINET DETAILS SEE TS-03 FOR FLASHING BEACON \\'IRING DIAGRAM 'i. POST (TYP. AT HANGER) • I I I WARNING LICHT SEE TRAFFIC SYSTEMS SHEET TS-OJ ?! ,--HANDHOLE AS REQUIRED .. TILT SWITCH PROOE CABLE EB .liliiMitiir -wu. NTS D.BELLAOMINI -Y.DARMAWAN -I ... ~-:a I ALASZLOE ·-----· I rn". ) t::1: -==-~~ttt1i ;R _ _) z :i ;... I ~ \l== I I I I Wl2-2 SEE SHEET SG01 FOR LOCATIONS SE£ SHEET $CO2 FOR DETAILS HEIGHT DETECTION ELEVATION NOTES: 1. INSTALL 2-f14 AWG FROM SERVICE CONDUCTORS IN ...ONCTION BOX TO NE~A-3R ENCLOSURE FOR FLASHING WARNING LIGHT. 2. INSTALL 2-#14 AWG FROM NEMA-3R ENCLOSURE TO FLASHING WARNING LIGHT . 3. INSTALL :2-f\4 AWG FROM SERVICE CONDUCTORS IN JUNCTION BOX TO TILT S'MTCH ENCLOSURE. 4. INSTALL 2-#14 AWG FROM TILT SWITCH ENCLOSURE TO WARNING LIGHT CONDUCTORS IN JUNCTION BOX. CITY OF SHATTUCK AVES. STORM DRAIN PROJECT haw I S. 7TH ST. TO S. 4TH PL. -RENTON ~ Plor,nillg/Building/Public Works Da11t. HEIGHT DETECTION WARNING SYSTEM ELEVATION AND PLAN TS·02 --· I -·T~ I ·-oR I R.MEYER ~ I I I I NO. I R£VISION I er I u..,t. I N" f I I I i ' ~ 0 • ~ ~ ~ ~I t ., ~ J / C ~ G • • " • g ii • •• 12" LEO RED fLASHING WARNING LIGHTS 00 09090 0 r6"c& HANDHOL£ C NIPPLE LOCATION•* 12N LED RED FLASHING WARNING LIGHTS YELLOW---J I f~~~---;.-~1 I ;?; ::, "' I "' 8' MIN. CENTER OVER 1 O" LANE -I W12-301 CENTER OVER 1 O' LANE SEE SG02 FOR DETAILS 1t NIPPLE O SIGN (AS REQUIRED) • -.._HANOHOLE TYPE 8 JUNCTION BOX 2" PVC CONDUIT SACRIFICIAL BEAM ELEVATION CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION . NO nao WELDING & DRILLING SHALL BE PERMITIEO. HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1'-6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE WSOOT STD. SIGN BRIDGE 10.1-A2-2, NOTES: !-- REO-----t-,.; ~ "' ..... I 0 0 I I 1110 I I V SOLID STATE FLASHER UNIT 9i.--+------, : ~12 11j1 j I GREEN l J --------- WHITE BLACK.----< L TO FLASHING BEACONS 1---;---WHI r[ t------GREEN UN( N G ~FROM 120V SOURCE WIRING DIAGRAM LED FLASHING BEACON CONTROL ASSEMBLY ~ 2-3/4" ! I 3/4" 1/2" • STANDARD BOLT CAL VINIZED KEY 0 0 G) @ ® 0 a ~t.: ~ LOCK NIPPLE NIPPLE SERRA TEO ELBOW CASKET AND WASHER ~ ~ 12" LEO WARNING LIGHT W1TH BACK PLATE 2 2 MOUNTING PLATE 5 @f 12" LED WARNING LIGHT~ MOUNTING DETAIL DRILL HOLES ANO A HACH 18" MOUN TING SHELF TO PROTECTION TEE WITH 3-1/2" BOLTS, LOCK WASHERS AND NUTS POLE'.: PLATE FOR WARNJNG LIGHTS 1/4" THICK PLATE 'l" T' 2" I 9" p @Jj_j MOUNTING SHELF FOR WARNING LIGHTS ATIACHED TO PROTECTIVE TEE ON BRIDGE • 1. INSTALL 2-#14 AWG FROM WARNING LIGHT CONDUCTORS IN JUNCTION BOX TO FLASHING CONTACTOR IN NEMA-3R TERMINAL CABINET ON TOP Of" BEAM. $----e .... ---tt--5/16" • 8 ~ / 1 .~ ~ ' ~ 0 g • / • ~ " 2. INSTALL 2-114 AVIG FROM FLASHING CONTACTOR TO 12" LED RED FLASHING WARNING LJGHTS. 1 ®®% ®MOOIMJOuIT'&l1 DMJM HAR- 10900 NE 8TH STREET, SUITE 750 BEUEYUE, WASHINOTON 98004 ECOM PHONE: (425) ffl-5600 FAX: 1425) 454-0220 APPRCM:O FOR CONSTRUCTION 808~,P.f. OESICN ENGINEERING SUPERv!SOR CffY OF li:£N'JON DAT£ I © ,~ MOUNTING PLATE FOR SIDE UOUNTINC ~ STRlJCTURAL l__j -COLUMN OR PLAT£ 1/2" !6 LOCK WASHER CABLE GUIDE 1/2" • NUT flAT WASHER 1-1/2" NPS PIPE THREAD STRUCTURAL COLUMN OR PLATE SECTION A-A SECTION 8-B ---D.BELLAOMINI I NT$ -l--+----------------1----+--t----l Y.DARMAWAN I I I ""'.wsz..o I 1 • ':.":: .. I #MR~----, ~.=--~ ... ~ ~ CITY OF RENTON Plat1ning/lha1din9/Public Wo,kt. Dept. I = -~--z R.MEYEA 5"' 12" LED WARNING LIGHT WITH STANDARD VISOR AND 5" BACKPLATE SHATTUCK AVES. STORM DRAIN PROJECT i•uw I S. 7TH ST. TO S. 4TH PL. - SACRIFICIAL BEAM , TS-03 LED FLASHING BEACON CONTROL ASSEMBL V ~ !- ! § 3- 1 ~ 9- ~ C ~ 0 , I C § 'i J .ii ·~ " ~ ~ I ii ~ : j l ~ " ~ ~ ®(Q)@)(.i ®WOO!MlDW£[1, DMJM HARRIS I AECOM 10900 NE BTH STREET, SUITE 750 BELLEVUE. WASHINGTON 980CM PHONE: (425)454-5800 FAX: (425)4S-4-o220 N"PRQIIED FOR CONSTRUCTION 808 HA.NSON, P.£. DESIGN [NGlNEERING SUPER"itSOR OTY OF Jl![NTON 'Cffi:=<C=ITT 12" LEO REO WARNINC LIGHTS A TT ACHED TO PROTE::CTION TE£ __ (~~~ .SH~~JliccQ~), CONDUIT ANO CONDUCTORS TO SOUTH BOUND WARNING LIGHTS I ---------------- ,__---+--3/4" CONDUIT 111TH 2 #14 AWG FROM WARNING CONDUCTORS TO L ----l~ LIGHTS ~TYPES SHATTUCK AVE ~ --E-~STING GROUNDLINE / JUNCTION BOX PARTIAL BRIDGE ELEVATION CONSTRUCTION NOTES: /7\ INST Alt. 400W HPS HOLOPHAN( WALLP ACK \.!..../ IV lUMINAIRE, OR APPROVED EQUAL r.:;\ INSTALL 150W HPS HOLOPHANE WI\LLPACK ~ IV LUMINAIRE, OR APPROVED EQUAL 0 INSlALL 3/4" CONDUIT WllH 2-#B AWG r;'\ LUMINAIRES WILL BE LOCATED AT MIO \:!.../ POINT OF COLUMN (LOOKING NORTH) /;;\_ SECURE CONDUIT TO COLUMN WITH CONDUIT \::../ SUPPORT ATTACHED TO THE COLUMN © REO WARNING LIGHTS SHALL BE LOCATED 2' FROM RIGHT r ACE OF CURB ANO 8' FROM RIGHT FACE OF CURB ON MOUNTING SHELF A TT ACHED TO PROTECTION TEE. (SEE SHEET TS-03) h\ ATTACH 3/4" CONDUIT TO UNDERSIDE OF ~ PROTECTION TEE. ---0.BELLAOMIHI I . NTS OAJE ~ t--~-t-~~~~~~~~~~~~~~~+-~--t-~~t--~-i Y.DARMAWAN I*•• -A.LASZLO I .,~-:U I f/llOT-- ;R CITY OF RENTON Plonning/Buildin9/PuDWc Wllf1ts OepL SHATIUCK AVES. STORM DRAIN PROJECT l,w I S. 7TH ST. TO S. 4TH PL. - RAILROAD STRUCTURE TS-04 WARNING LIGHT SYSTEM n 1 1 1 ,0 1 ,,,,,.,. 1"' '""" 1-1~EYER 1 , , , , , , 1. 1 --·