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HomeMy WebLinkAboutzD-3426 Design SetT ccQ C v FEDERAL AID NUMBER: ARRA=0167(044) h S 3rd St ao Q Cedar River 3rd PIS N n 3 o m 4thP, Q ©TS CID G o P a 1UT w 5 h c QURUNCT NORTHERN S S D c ON ANTA FE oSW 7th St Q W D S 7th St oa 0a ¢ 0 9th a J a_ 0 o SW 10th St SW Gtady *0 PROJ T SITE 10th N 0 Q x_405 3 ` St S 15th St r 0SW16thN0 5L o N cn to a N y S 17th St c Q° 7 E D=3426013 VICINITY MAP NTS RAINIER AVE S (SR 167) f MEY IMPROVEMENTS PROJECTN g x j ,P APPROVED FOR CONSTRUCTION DESIGNED: ' NTS HORIZVOMw W1SM/11991 FlEL)EIOOK: DM)M HARRIS AECOM _ T R.O'BRIEN A CITY OF PHASE 1 PAGE: I 10900 NE 8TH STREET, SUITE 750 I DIUM: RENTON SHATTUCK AVE S STORMWATER BYPASS DMMNG NO: Jt Y.JIANG DATUMoBELLEVUE, WASHINGTON 98004 ooz9e9 sp CHECKED: ONE INCH PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °FS fs CITY OF RENTON DATE Al Fl,fLLELI Public Works Dept. VM01 1oxAL R.MEYER IF NOT ONE INCH TITLE SHEET AND VICINITY MAP APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) - sHEEr: 1 OF: 48,, NO. REVISION BY DATE APPR R.MEYER I DI - 121713 4 2 6 O J N 00 i n 0 0E o0 a N) i I 00 DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 APPROVED FOR CONSTRUCTION CITY OF RENTON G @MW j SOIL BORING SURVEY CONTROL BM SURVEY CONTROL PK SURVEY CONTROL REBAR AND CAP MONUMENT IN CASE SURFACE MONUMENT MONITOR WELL ROCK WALL GUARD RAIL AERIAL POWER LINE W/ TELEPHONE AND TV p1 P — -- OVERHEAD POWER r X UNDERGROUND POWER TELEPHONE FIBER OPTIC CABLE STORM DRAIN SANITARY SEWER WATER EXISTING GAS LINE BOUNDARY LINE RIGHT -OF -WAY RIGHT -OF -WAY CENTERLINE FENCE LINE BUILDING CONTOUR LINE P. T. POINT OF TANGENT (HORIZONTAL) P.O.T. POINT ON TANGENT LEGEND PAVEMENT CATCH BASIN a POST 0 SEWER CLEAN OUT 0 INLET BASIN /YARD DRAIN FLAGPOLE 0 SEWER MANHOLE SB STORM DRAIN MANHOLE BUS BUS STOP SIGN 0 GAS METER S. STORM DRAINAGE VAULT SIG SIGN SINGLE POST SCH GAS VALVE SQ. FT. FLOWLINE SHT SIGN DOUBLE POST SS POWER MANHOLE CAP /PLUG cs- STAINLESS STEEL STA STATION STD LIGHT POLE SIGN POWER VAULT HANDICAP SYMBOL OPR POWER RISER o - C UTILITY POLE /LIGHT POLE MAIL BOX! JUNCTION BOX E-° UTILITY POLE ANCHOR s CROSSWALK SIGNAL GROUND ROD a- UTILITY POLE CL TRAFFIC SIGN AS NOTED 0 BOLLARD /FENCE POST C- UTILITY POLE /UNDERGROUND POWER 0TSC3 TRAFFIC SIGNAL CONTROL BOX PAD MOUNTED TRANSFORMER YARD LIGHT TRAFFIC SIGNAL POLE i TRANSMISSION TOWER STROBE LIGHT ET TRAFFIC SIGNAL VAULTw TV RISER Ed WATER METER /POWER BOX 1 - -- TRAFFIC DETECTOR LOOP (TYPICAL) TV JUNCTION BOX RC WATER SPIGOT LJ tJ TELEVISION VAULT v WATER MANHOLE CD BOULDER FIBER OPTIC MANHOLE I)Q WATER VALVE C___1DCD0 ROCKERY CABLE TV VAULT WATER BLOWOFF VALVE SHRUB T1 TELEPHONE MANHOLE FIRE HYDRANT 0 SMALL SHRUBS: TELEPHONE BOOTH 0sca IRRIGATION CONTROL BOX TREE- CONIFER O TELEPHONE RISER Iht R X IRRIGATION VALVE TREE - DECIDUOUS TELEPHONE VAULT 5Y SPRINKLER VALVE STUMP 07m TELEPHONE MARKER Tao TELEPHONE JUNCTION BOX ABBREVIATIONS ABUT. ABUTMENT E. EAST, EASTING JBOX JUNCTION BOX ACP ASPHALT CONCRETE PAVEMENT EL ELEVATION JT JOINT APPROX. APPROXIMATE EMBED EMBEDMENT L.F. LINEAL FEET A. P. ANGLE POINT E.O.P. EDGE OF PAVEMENT LT. LEFT OR LIGHT B.C.R. BEGIN CURB RETURN EQ EQUAL DISTANCE MAX. MAXIMUM BLDG. BUILDING E.V.C. END VERTICAL CURVE MIN. MINIMUM B.V.C. BEGINNING VERTICAL CURVE ELEV. OR EL. ELEVATION MH MANHOLEBTVBURIEDTELEVISION ESM'T EASEMENT N. NORTH C. B. CATCH BASIN EXIST., EX. EXISTING N. E. NORTHEASTCICASTIRON F.H., OR HYD. FIRE HYDRANT NB NORTHBOUNDCJPCOMPLETEJOINTPENETRATION FL FLOW LINE N0. NUMBERCLCLASS FM FORCE MAIN NOM NOMINALCONC. CONCRETE FTG FOOTING N.T.S. NOT TO SCALE C/L OR CENTERLINE GA GAGE O.C. ON CENTER CONN CONNECTION GALV. GALVANIZED PERCENT CONST. CONSTRUCTION G. E. GRATE ELEVATION PC POINT OF CURVE (HORIZONTAL) CONT. CONTINUOUS GV GAS VALVE CBSC CRUSHED SURFACING BASE COURSE HDPE HIGH DENSITY POLYETHYLENE P.C.C. PORTLAND CEMENT CONCRETE PT OF COMPOUND CURVE CSTC CRUSHED SURFACING TOP COURSE HMA HOT MIXED ASPHALT P. 1. POINT OF INTERSECTION CPEP CORRUGATED POLYETHYLENE PIPE HT HEIGHT PJF PREMOLDED JOINT FILLER DI DUCTILE IRON HORZ. HORIZONTAL T PLATE DIA. DIAMETER HPS HIGH PRESSURE SODIUM P.O.B. POINT OF BEGINNING DWG DRAWING INT. INTERSECTION P.O.E POINT OF END D/W DRIVEWAY I.E. INVERT PP POWER POLE APPROVED FOR CONSTRUCTION CITY OF RENTON G @MW j SOIL BORING SURVEY CONTROL BM SURVEY CONTROL PK SURVEY CONTROL REBAR AND CAP MONUMENT IN CASE SURFACE MONUMENT MONITOR WELL ROCK WALL GUARD RAIL AERIAL POWER LINE W/ TELEPHONE AND TV p1 P — -- OVERHEAD POWER r X UNDERGROUND POWER TELEPHONE FIBER OPTIC CABLE STORM DRAIN SANITARY SEWER WATER EXISTING GAS LINE BOUNDARY LINE RIGHT -OF -WAY RIGHT -OF -WAY CENTERLINE FENCE LINE BUILDING CONTOUR LINE P. T. POINT OF TANGENT (HORIZONTAL) P.O.T. POINT ON TANGENT PVMT. PAVEMENT PVC. POLYVINYL - CHLORIDE R RADIUS /RADIAL RDWY. ROADWAY READ REQUIRED RT. RIGHT R/W RIGHT OF WAY SB SOUTHBOUND SD STORM DRAIN S/W SIDEWALK S. SOUTH SIG SIGNAL SCH SCHEDULE SQ. FT. SQUARE FEET SHT SHEET SS SANITARY SEWER SL STREET LIGHT SST STAINLESS STEEL STA STATION STD STANDARD STW STEEL, WELDED DESIGNED: SCFLE. NSA HORIZY MPL NP 1983 1991 Y.JIANG A } CITY OF DR,WN: Y.JIANG r¢ RENTON DATUM CHECKED: ', ONE INCH DATE R.MEYER AT U- Public Works Dept. IF NOT ONE INCH MPR ; SC ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER SY SQUARE YARDS T/C TOP OF CURB T.O.C. TOP OF CURVE TP TELEPHONE POLE TRANSV. TRANSVERSE TS TRAFFIC SIGNAL TYP TYPICAL UG UNDERGROUND V.A.P. VERTICAL ANGLE POINT V. C. VERTICAL CURVE (LENGTH) VERT. VERTICAL V.P.C. VERTICAL POINT OF CURVATURE V.P.I. VERTICAL POINT OF INTERSECTION V.P.T. VERTICAL POINT OF TANGENCY W/ WITH WM WATER METER WASHINGTON STATE DEPARTMENT WSDOT OF TRANSPORTATION WWM WELDED WIRE MESH WV WATER VALVE am RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S °STORMWATER BYPASS LEGEND AND ABBREVIATIONS b -J q-3 PAGE LG01 c O U) U 3 0 ND: U i U 0 0 U W Ad a s a 0000 I D- xw EX. ASPH GRAVEL SHLD. L6 5% I 0_ xw 13.1 30' STORM DRAIN I 16.4' AND VARIES TO 20' 28' 19' I Ia VARIES I I I I I I I I I I' J 3' SHATTUCK AVE. 30' 17' 20' 3 LANE AND PARKING 8' +/— 8 6' f I 3: Ix lh Iw xw I 2 I VARIES 1 12,: I- 1 13 14 EXISTING CROWN EXISTING GROUND 6" 2 6,. 3 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION A- SHATTUCK AVE. EXIST. PARKING AREA L6 VARIES STA 10 +23 TO STA 11+12 SHATTUCK AVE. 30' STORM DRAIN 16.4' 4 15' y 12 ES, VARIES SB LANE 30' 17' 20' NB LANE AND PARKING 8 6' V i I 1 ji 2 1 \_13\_ EXISTING GROUND 14 EXISTING CROWN I I 6 „OII I 6„ O 3 I I L--- - - - - -- - -J 12 48" STORM DRAIN TRENCH, o SEE DWG SD08 FOR DETAILS ROADWAY SECTION B- SHATTUCK AVE. 0 STA 11+12 TO STA 11+97 ME- aw APPROVED FOR CONSTRUCTION N DMJM HARRIS AECOM x 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 g 15002999e PHONE: (425) 454 -5600 FAX: (425) 454 -0220 A ° ABS krsae GtiO CITY OF RENTON DATE 970NAL N0. xLi REVISION 30' STORM DRAIN 8.75' 16.4' AND VARIES TO 14.71' 15' 12' I EXIST. PARKING AREA SB LANE 3 I I I 13 6 El 2 VARIES RTES VARIES SHATTUCK AVE. SHATTUCK AVE. 30' IiJ 20' NB LANE AND PARKING 8 6' 1 2„ -1 2„ 1I_I Ii 3 4,. j1 r - 14 EXISTING CROWN I I 6" 2II I I 6., I I 3 I I I J 12 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY 1. SECTION SURFACING LEGEND: OHMA C- SHATTUCK OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE AVE SHOWN OCRUSHED SURFACING TOP COURSE STA 11 +97 TO STA 14 +02.84 17' PAVEMENT TO / BE PLANED M/ MATCH EXISTING PAVEMENT ELEVATION D= OR AS NOTED ON TYPICAL SECTIONS 3 EDGE CONDITION DETAIL N TS NTS IZONT l ruw 8 , HOfl20NTPL MPD 1983, DATUM ONEINCN AT FlllLLI If NOT ONEE INMGH SCLLE ACCORDINGLY C EXISTING CURB I J DESIGNED: Y. JIANG DRAWN: Y.JIANG CHECKED: R.MEYER APPRO ED BY DATE APPR R. MEYER 42601 dy CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) 0_ xw I I I 3I EXISTING GROUND NOTES: 1 MATCH EXISTING PAVEMENT GRADE FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE SEE DETAIL DWG' RD02 FOR PATCHING DETAILS El FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT SURFACE ELEVATION. SEAL W/ CSS -1 ASPHALT 16.2' AND TAPERS FROM STA. 12 +74, 16.2' LT. TO STA. 14 +38.35, 14.85' LT. STA. 11 +98 TO STA. 14 +02.85El 6 SWALE GRADE LINE SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION SEE DRAINAGE PLAN FOR LOCATION OF STORM DRAIN 8 SEE EDGE CONDITION DETAIL ON THIS DRAWING GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS SURFACING LEGEND: OHMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE MATCH EXISTING DEPTH IF LESS THAN DEPTH SHOWN OCRUSHED SURFACING TOP COURSE 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION 13 PLANING BITUMINOUS PAVEMENT 14 FIBER OPTIC CONDUIT RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 RELOROOK: PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAW NG N0: TYPICAL SECTIONS RS01 1 OF 5 SHEET: 7 OF` 48 o I SHATTUCK AVE. 30' XIv 17.6' a 5.5' EWALK 0.5' VAR- IES ? %' 9 10" 3 4 F5 30' I SHATTUCK AVE. 30' 17' 17.6' xw 5.5' 17' 17.6' 12' 20' 12' Ix w SB LANE 3, NB LANE AND PARKING fa 6' 2% 7 4 6' 2 19 VARIES VARIES J 2" 13 13G. 1 EXISTING GROUND 6,. EXISTING CROWN 2 1 O I 6 31I 1 1 I 12 I I 48" SD TRENCH, SEE DWG SD08 FOR DETAILS a1 6 STA 14+02.65 TO STA 14 +44.28 D- 10 5.5' 5 STA 14 +99.65 TO STA 15 +13.48xiSIDEWALK wI 2% 0.5' 1 4 4„ 3 2 STA 14 +02.84 TO STA 14 +44.28 STA 14 +99.65 TO STA 15 +13.48 STA 14 +10.72 TO STA 15 +13.48 bi 3L D STA 15 +13.48 TO 5 STA 15 +17.00 I I SHATTUCK AVE. I 30 ( 30' xw 5.5' 17' 17.6' EWALK 0.5' 12' 20' NB LANE AND PARKINGSBLANE 3 6' 2% 7 4 g E VARIES VARIES I_, 2» EXISTING CROWN 13 L- 6„ 2 1 0 6" 3 GENERAL NOTES: 11 i 12 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH I I NOTES: 48'° SD TRENCH, SEE DWG SD08 SEE CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL ON DWG RD01 FOR FACE OF CURB ELEVATIONS FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAVEMENT IF LESS THAN 8" w 7' 5.5' S SEE PAVEMENT PATCH DETAIL ON DWG RD02 6 1 VARIES [3 ]SLOPE TO GRADE NOT TO EXCEED 3:1 2% 5I FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS 9 10" OF PAVEMENT IF LESS THAN 8" 3 4 SEE EDGE CONDITION DETAIL ON DWG RS01 STA 15 +36.42 TO STA 15 +58.42 6 FULL DEPTH SAWCUTSTA16 +28.42 TO STA 16 +61.62 EMATCH EXISTING PAVEMENT GRADE STA 16 +61.62 TO STA 16 +91.62 SEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS0I7' 5.5' S 6 w MATCH EXISTING SLOPE VARIES 2 % 1 , ROADWAY SECTION E - SHATTUCK AVE SLOPE PAVEMENT STARTING FROM CENTERLINE TO GUTTER FLOWLINE STA 15 +13.48 TO STA 17 +59.53396" SURFACING LEGEND: 0 4„ 0 3 O HMA CL 1/2 IN. PG 64 -22 SURFACE COURSE0 STA 14 +44.28 TO STA 14 +53 0 HMA CL. 1/2 IN. PG 64 -22 BASE COURSE aO CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK /PER RENTON STANDARD PLAN DRAWING F -005 ROADWAY SECTION D - SHATTUCK AVE. O DEPRESSED CURB, SEE DETAIL ON DWG RD02 a CEMENT CONIC. STA 14 +02.84 TO STA 15 +13.48 O SEE RD02 TRAFFIC CURB AND GUTTER DETAIL O CEMENT CONC. DRIVEWAY ENTRANCE 10 4" TOPSOIL TYPE C & SEEDING & FERTILIZING OD O O EIOR SEPARATION 342608 13 PAN NG B TUMINOUSPAVEMENToO a w Mfr RORER. IMPROVEMENTSTS ( SIR PROJECT rn F. F JASyJ F,P APPROVED FOR CONSTRUCTION ; NAm 19eaaDMJMHARRISAECOMHORIZOMALNPO19831991 FlE D800K: MIMED: Y.JIANG NTS 491 CITY OF PIHASE 1 PAGE 10900 NE 8TH STREET, SUITE 750 Omm: o BELLEVUE, WASHINGTON 98004 ° alle / l/y Y.JIANG RENTON SHATTUCK AVE S STORMWATER BYPASS0o2999eDATUM ORAa. ND: PHONE: (425)454-5600 FAX: 425 454 -0220 °" CTaT6 ° CITY OF RENTON DATE CHECKED: ONE INCH1 ) `9`QfONAL Oti ITMEYER _ TONE Public Works Dept. TYPICAL SECTIONS RS02 IF NOT ONE INCH 2 OF 5ROVED: SOME ACCORDINGLY L. J SHEET: OF: FED AID NO.: ARRA- 0167(044) 8 48 NO. REVISION BY DATE APPR R.MEYER Ob',b--034470`V' D- 273426 M O U) v Uw OsN 00 o c hNN) O00m I C 03 E 0 a MV i 00 u7 0 ry m SEE DWG SD08 FOR DETAILS ROADWAY MFr p9 0029998 pO.pO @y r tBT ®' ONAL SECTION F SHATTUCK 5u: scn' NTS ONE. .. 1II VERTC' HADD, 3/ HORIZOMAL HAD 1883/1991 DATUM CITY OF Public Works Dept. RENTON FED AID NO.: ARRA - 0167(044) AVE. DAM STA 17 +59.53 TO STA 18 +99.69 PAVEMENT SURFACE ISLAND SECTION SHATTUCK STA 18 +47.00 TO STA 18 +55.00 SHATTUCK STA 21 +80.20 TO STA 21 +88.20 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS NOTES: 01 SEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS 2 MATCH EXISTING SLOPE 3 SLOPE TO GRADE NOT TO EXCEED 3:1 FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAVEMENT IF LESS THAN 8" 55] SEE ISLAND SECTION THIS DWG FOR DETAILS SLOPE PAVEMENT STARTING FROM CENTERLINE TO CURB AND GUTTER FLOWLINE 07 SEE EDGE CONDITION DETAIL ON DWG RS01 SURFACING LEGEND: tO HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE 20 HMA CL. 1/2 IN. PG 64 -22 BASE COURSE 30 CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK /PER RENTON STANDARD PLAN DRAWING F -005 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAILSEEDWGRD02 O8 TYPE A PRECAST TRAFFIC CURB SEE WSDOTSTANDARDPLANF -2 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION 13 PLANING BITUMINOUS PAVEMENT D=342601 DM M HARRIS AECOM 0900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 - 0220 MFr p9 0029998 pO.pO @y r tBT ®' ONAL APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 5u: scn' NTS ONE. .. 1II VERTC' HADD, 3/ HORIZOMAL HAD 1883/1991 DATUM CITY OF Public Works Dept. RENTON FED AID NO.: ARRA - 0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS TYPICAL SECTIONS 3 OF 5 DAM DOWN Y.JIANG REID900K: PAGE: Y.JIANG OWING NO: RS03CHECKED: R.MEYER IF NOT ONENCH SCALE MxORDINGLY sHEEr: g oE: qg •..., APPROVED. R.MEYERNO. REVISION BY DATE APPR SDI 3oG D- 2 7 3 4 2 6 v0 Iz U 3 0E 0 2' 1! 1 S LINE 4 10' 10' LANE NB LANE I 2% VARIES PROFILE GRADE LINE AND PIVOT POINT 2% II 8' WALKWAY 1 IIII O 2 2 I 8„ I 00 i 3 1 \ 12 48" SD TRENCH, SEE DWG SD08 FOR DETAIL ROADWAY SECTION G - S LINE STA 100 +45.67 TO STA 100 +79.07 STA 101 +25.11 TO STA 101 +46.75 S LINE a 2' 10' 10' VARIES SB LANE NB LANE PROFILE GRADE LINE AND PIVOT POINT I n 2% z% 7! a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX:,-(425) 454 -0220 c I / I I I I 11 -6 3) 8' WALKWAY ire, 2' 2' rmM SD TRENCH, SEE DWG SDO8 FOR DETAIL ADWAY SECTION H - S LI STA 100 +79.07 TO STA 101+25.11 APPROVED FOR CONSTRUCTION l8 CITY OF RENTON DATE E VARIES - 10 1 m 3 VAR__- _ICS SWALE FOR DRAINAGE SEE DWG RD03 FOR ELEVATIONS n- CE R/W 30' _ (_ 30' VARIES I S LINE 10' 10' VARIES 8' SB LANE NB LANE WALKWAY XD PROFILE GRADE LINE AND PIVOT POINT 2% 2% 2% 2% 2„ 10 I nl 1 O 2" 2 I 1 I I 1 3Ii I i I - 12 2 48" SD TRENCH, SEE DWG SD08 FOR DETAIL O 2' 2 4 "O STA 102 +40 TO STA 102 +63.61 ROADWAY SECTION I S Llf STA 101 +46.75 TO STA 102 +63.61 NOTES: SEE LANDSCAPE PLAN FOR GRADING SEE ROADWAY PLANS FOR SAWCUT LIMITS E PROVIDE FULL DEPTH SAWCUT AT R/W LIMITSMATCHEXISTINGPAVEMENTELEVATIONS SEAL W/ CSS -1 ASPHALT SEE DWG ST01 FOR SACRIFICIAL BEAM BETWEEN STA 100 +70.94 TO STA 100 +79.07 AND STA 101 +16.2 TO STA 101 +25.11 DESIGNED: SCPLE: VEIRIG4L mw 19eNTSHORFLOMALw19m, Y.JIANG DRAWN: Y.JIANG DATUM CHECKED: ON) E MOM I R.MEYER I AT FUU. NOT INCIFNOTONEINPPPROVEO: SCPLE ACCORDINGLY NO. REVISION BY DATE APPR R.MEYER 1 10 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH SURFACING LEGEND: 1O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE 3O CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F -005 O5 DEPRESSED CURB AND GUTTER TO BE PROVIDEDBETWEENSTA101 +50 TO STA 101 +85 AND BETWEEN STA 102 +10 TO 102 +40 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAILSEEDWGRD02 10 SEE LANDSCAPE PLANS FOR GRADING AND LANDSCAPE DETAILS 11 CEMENT CONCRETE PAVEMENT INCLUDING DOWELS - SEE DETAIL ON DWG ST04 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION D=3426 10 IMPROVEMENTS PROJECT FIE MOK: AP}" CITY OF PHASE 1 PAGE: MIN RENTON SHATTUCK AVE S STORMWATER BYPASS DRAW - N., Public Works Dept. TYPICAL SECTIONS RSO4 48 '.. FED AID NO.: ARRA- 0167(044) 4 OF 5 SHEET'. D OF C°Y1 X634 110 D- 273426 S LINE 4 10' 10' LANE NB LANE I 2% VARIES PROFILE GRADE LINE AND PIVOT POINT 2% II 8' WALKWAY 1 IIII O 2 2 I 8„ I 00 i 3 1 \ 12 48" SD TRENCH, SEE DWG SD08 FOR DETAIL ROADWAY SECTION G - S LINE STA 100 +45.67 TO STA 100 +79.07 STA 101 +25.11 TO STA 101 +46.75 S LINE a 2' 10' 10' VARIES SB LANE NB LANE PROFILE GRADE LINE AND PIVOT POINT I n 2% z% 7! a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX:,-(425) 454 -0220 c I / I I I I 11 -6 3) 8' WALKWAY ire, 2' 2' rmM SD TRENCH, SEE DWG SDO8 FOR DETAIL ADWAY SECTION H - S LI STA 100 +79.07 TO STA 101+25.11 APPROVED FOR CONSTRUCTION l8 CITY OF RENTON DATE E VARIES - 10 1 m 3 VAR__- _ICS SWALE FOR DRAINAGE SEE DWG RD03 FOR ELEVATIONS n- CE R/W 30' _ (_ 30' VARIES I S LINE 10' 10' VARIES 8' SB LANE NB LANE WALKWAY XD PROFILE GRADE LINE AND PIVOT POINT 2% 2% 2% 2% 2„ 10 I nl 1 O 2" 2 I 1 I I 1 3Ii I i I - 12 2 48" SD TRENCH, SEE DWG SD08 FOR DETAIL O 2' 2 4 "O STA 102 +40 TO STA 102 +63.61 ROADWAY SECTION I S Llf STA 101 +46.75 TO STA 102 +63.61 NOTES: SEE LANDSCAPE PLAN FOR GRADING SEE ROADWAY PLANS FOR SAWCUT LIMITS E PROVIDE FULL DEPTH SAWCUT AT R/W LIMITSMATCHEXISTINGPAVEMENTELEVATIONS SEAL W/ CSS -1 ASPHALT SEE DWG ST01 FOR SACRIFICIAL BEAM BETWEEN STA 100 +70.94 TO STA 100 +79.07 AND STA 101 +16.2 TO STA 101 +25.11 DESIGNED: SCPLE: VEIRIG4L mw 19eNTSHORFLOMALw19m, Y.JIANG DRAWN: Y.JIANG DATUM CHECKED: ON) E MOM I R.MEYER I AT FUU. NOT INCIFNOTONEINPPPROVEO: SCPLE ACCORDINGLY NO. REVISION BY DATE APPR R.MEYER 1 10 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH SURFACING LEGEND: 1O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE OHMA CL. 1/2 IN. PG 64 -22 BASE COURSE 3O CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F -005 O5 DEPRESSED CURB AND GUTTER TO BE PROVIDEDBETWEENSTA101 +50 TO STA 101 +85 AND BETWEEN STA 102 +10 TO 102 +40 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAILSEEDWGRD02 10 SEE LANDSCAPE PLANS FOR GRADING AND LANDSCAPE DETAILS 11 CEMENT CONCRETE PAVEMENT INCLUDING DOWELS - SEE DETAIL ON DWG ST04 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION D=3426 10 IMPROVEMENTS PROJECT FIE MOK: AP}" CITY OF PHASE 1 PAGE: MIN RENTON SHATTUCK AVE S STORMWATER BYPASS DRAW - N., Public Works Dept. TYPICAL SECTIONS RSO4 48 '.. FED AID NO.: ARRA- 0167(044) 4 OF 5 SHEET'. D OF C°Y1 X634 110 D- 273426 V/ VJ U I w C - - - -- LLA L J 3 a sU a 00 0 x F I W I 30' 14.0'± VARIE! 1 q R/W 8.0' 2AFFIC ISLAND SEE DETAIL SHEET RS02 I 1 VARIES 30' ROADWAY SECTION J - SHATTUCK AVE STA 21+21.77 TO STA 22 +33 L J - -- xlw S. 4TH PL. 30' 30' 21.5' AND VARIES 1 6 VARIES EXISTING GROUND ROADWAY SECTION K - S 4TH PL. STA 39 +29.21 TO STA 39 +72.86 HOUSER WAY S 5.5' _ 14' 10' 5.5' SIDEWALK SIDEWALK 0.5 VARIES 0.5' 0 3 8 3 5 F VARIES TYP.) 4 4» 1 2 - - - -- 3 2„ 1 2„ 2 6„ 13 2 6„ 3 6„ 3 6» ROADWAY SECTION L - HOUSER WAY S STA 50 +00 TO STA 50 +40.77 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS 2° IN Ixjw 7.5' &VARIES SIDEWALK 0.5' 1 () ITT 2% j IvAl K11 r p M NOTES: F MATCH EXISTING PAVEMENT GRADE 2 NOT USED aSEE DWG RD03 FOR PAVEMENT ELEVATION GRADES AND CURB LOCATIONS 4 MATCH EXISTING GUTTER PAN FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAVEMENT IF LESS THAN 8" SAWCUT MATCH EXISTING PAVEMENT SURFACE SEAL W/ CSS -1 ASPHALT NOT USED E SLOPE NOT TO EXCEED 3:1. SURFACING LEGEND: O HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE O HMA CL. 1/2 IN. PG 64 -22 BASE COURSE 3O CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK /PER RENTON STANDARD PLAN DWG F -005 6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAILSEEDWGRD02 13 PLANING BITUMINOUS PAVEMENT D- 342611 HAINILH AVE S (6H 167) w MEY IMPROVEMENTS PROJECTVERNC 12 V ag rFl. APPROVED FOR CONSTRUCTION DESIGNED: ere v NTS HORIZZWM - WD 19&)/1991 RElDBOOK: N DM M HARRIS AECOM =T Y.JIANG r., y , g - CITY OF PHASE 1 FADE DRAwN: 10900 NE 8TH STREET, SUITE 750 4 ZIWA1311011 ' RENTON SHATTUCK AVE S STORMWATER BYPASS CO I ooz9e9e 68 Y.JIANG DATUM o BELLEVUE, WASHINGTON 98004 0 I CHECKED: ONE INCH TYPICAL SECTIONSPHONE: (425) 454 -5600 FAX: (425) 454 -0220 Es s ti CITY OF RENTON DATE 'AT Fl1 — U— I Public Works Dept. RS05 TONAL EK R.MEYER RONCiv 5 OF 5 sHEEr. oF: aRRavm: FED AID NO.: ARRA- 0167(044) 11 48 NO. REVISION BY DATE I APPR R.MEYER ki 1 I D - 121713 3 0 aa SECT.18 T.23N. R.SE. W.M. a N DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c I I , GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DWG RPOl -RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01 -SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: O1 ABANDONMENT OF MONITORING WELL. WELLS TO BE DECOMMISSIONED. O2 REMOVE SIGN. PAID AS PERMANENT SIGNING SEE DWG SG01 -SG03 FOR RELOCATION. APPROVED FOR CONSTRUCTION DESIGNED: SCPLE. 1 " =20' HORIZNTA : 1U1983/1981 ZA— Y.JIANG A CITY OF OWN: K.MCBRIDE .¢ RENTON DATUM CITY OF RENTON ATE CHECKED: DE_ INCH PA. LASZLO TI Public Works De t IF NOT ONE INCH APPR : s0uE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER LEGEND INLET PROTECTION SAWCUT REMOVING ASPHALT GONG. PAVEMENT PLANING BITUMINOUS PAVEMENT D- 342612 0 •0 SCALE IN FEET I IMPROVEMENTS PROJECT FIELDBOOK: PHASE 1 MA - SHATTUCK AVE S STORMWATER BYPASS DMMNG NO: SITE PREPARATION /EROSION CONTROL SP01 STA 10 +00 TO STA 13 +50 SHAT '-12 OF:48 Cb;'0 -341 2 6 N O a U) 6 YU_ O 000 s P O00 iR i aE a 0 ma N DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c O Q- U) c 0 w w 0 i O u7 r- Q 0 U-11 z J 2 U Q 010"NEWANIM10SOMMAN APPROVED FOR CONSTRUCTION CITY OF RENTON LEGEND INLET PROTECTION SAWCUT PLAN GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DWG RP01 —RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01 —SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. mREMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. CURB WELL TO BE DECOMMISSIONED. REMOVING ASPHALT CONC. PAVEMENT SIGN. PAID AS PERMANENT SIGNING. CLEARING AND GRUBBING 000 REMOVING CEMENT CONC. SIDEWALK FENCE UP TO RIGHT OF WAY. PLANING BITUMINOUS PAVEMENT CONSTRUCTION NOTES: Y.JIANG DRAWN: 09 K.MCBRIDE ATE CHECRE6. A.LASZLO APPROVED: NO. REVISION BY DATE APPR R.MEYER SGl£: 20, VEROCAL NAND 19881 „ = G HORIZONTAL: HAD 190/1991 A CITY OF RENTON DA 'UM NIATE "G" FULL —1 Public Works Dept. CH IF NOT ONE INCH SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) D- 342613 20 0 0 40 SCALE IN FEET IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SITE PREPARATION /EROSION CONTROL STA 13 +50 TO STA 17 +50 fit; Z -34" PAGE: SP02 713 DF: 48 D- 121713] 4 2 6 ABANDONMENT OF MONITORING WELL. O1 WELL TO BE DECOMMISSIONED. REMOVE SIGN. PAID AS PERMANENT SIGNING. O2 SEE DWG SG01 —SGO3 FOR RELOCATION. OREMOVE FENCE UP TO RIGHT OF WAY. OREMOVE SIGN. PAID AS PERMANENT SIGNING. O POWER POLE TO BE RELOCATED BY OTHER (PSE) 12 REMOVE TREE 14 PROTECT EXISTING MONUMENT Y.JIANG DRAWN: 09 K.MCBRIDE ATE CHECRE6. A.LASZLO APPROVED: NO. REVISION BY DATE APPR R.MEYER SGl£: 20, VEROCAL NAND 19881 „ = G HORIZONTAL: HAD 190/1991 A CITY OF RENTON DA 'UM NIATE "G" FULL —1 Public Works Dept. CH IF NOT ONE INCH SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) D- 342613 20 0 0 40 SCALE IN FEET IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SITE PREPARATION /EROSION CONTROL STA 13 +50 TO STA 17 +50 fit; Z -34" PAGE: SP02 713 DF: 48 D- 121713] 4 2 6 MO d U) v UJ 0 V) N ID000 YN a I 0 00 i C, 03 E 0 0 1 M4 a48 IE N -70 80 IE Nn 22.35 O sa n 7 -- 0 7.04 6 HAN. 0 ASPIZ v 1I h000 o 0 0 mdamm mnr m n n_ 2h_ W W O P n ! 184 00 - - _T J - a vc Q - T w CONC, 0I L O O Ld Z.= i-= =f - = i- C87-2 o CSP203 ( =IC =2755 17 I CTR. CNM, <i,vi= C,3 R az4 s7QhlNCON!'20L _ STRUO UR _ _ ce2o s 013209 I I E =243 =J NC PARKING a N DM)M HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c SECT.18 T.23N. R.H. W.M. l4 2 ( ( \ \ \\ Yov 1 r 2 E-23 21 Mr IE W-168i O !yr 8 ] "s / \ YD r, -. ;.- .70214Sj10 - SIONE `QI F\ 0 e C 27.64 9 AAA D.3 ROAD nr J , Y M, Nr DU C!" SHAD l S ON v 2 / / a rah s r P_AUs. XV I " CAUTION: WATERLI IS EAR PAVEMENT SURFACE. V AV Y \\ PLAN APPROVED FOR CONSTRUCTION 8 O CITY OF RENTON DATE END PROJECT END CONSTRUCTION SHATTUCK AVE 22+ BT — . S - —f—/W—, SD I 1YATTUCj I CO NC. SIGN Ce205y I 12 2s_ :a :a GENERALLEGEND NOTES: INLET PROTECTION SAWCUT 1. X —X— HIGH VISIBILITY FENCE REMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. CURB 2. REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING, SITE 00o REMOVING CEMENT CONC. SIDEWALK PLANING BITUMINOUS PAVEMENT W0 EROSION CONTROL BLANKET a N DM)M HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c SECT.18 T.23N. R.H. W.M. l4 2 ( ( \ \ \\ Yov 1 r 2 E-23 21 Mr IE W-168i O !yr 8 ] "s / \ YD r, -. ;.- .70214Sj10 - SIONE `QI F\ 0 e C 27.64 9 AAA D.3 ROAD nr J , Y M, Nr DU C!" SHAD l S ON v 2 / / a rah s r P_AUs. XV I " CAUTION: WATERLI IS EAR PAVEMENT SURFACE. V AV Y \\ PLAN APPROVED FOR CONSTRUCTION 8 O CITY OF RENTON DATE END PROJECT END CONSTRUCTION SHATTUCK AVE 22+ BT — . S - —f—/W—, SD I 1YATTUCj I CO NC. SIGN Ce205y I 12 2s_ :a :a GENERAL NOTES: 1. SEE ROADWAY PLAN 8c PROFILE ON DWG RP01 -RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01 -SD03 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: OREMOVE Z SIGN. PAID AS PERMANENT SIGNING. SEE DWG SG01 FOR RELOCATION. OO CONTRACTOR TO CONTACT BNSF PRIOR TO WORKING WITHIN BNSF R.O.W. SG03 O4 REMOVE SIGN. PAID AS PERMANENT SIGNING. 10 REMOVING PAINTED CROSSWALK LINE. O5 ADJUST EXISTING MONUMENT CASE AND COVER. SEE DWG RP03 FOR LOCATION. 11 FLAG TREES TO BE RETAINED AND PAINT WITH ORANGE OR WHITE "X" THOSE TREES TO BE REMOVED ACCORDING TO OWNERS REPRESENTATIVE. O6 RELOCATE LIGHT POLE. SEE DWG TS01 FOR LOCATION. SET CLEARING LIMITS AROUND EXISTING TREES TO BE PRESERVED BASED ON RECOMMENDATION FROM CITY ARBORIST. HISTORICAL MARKER. PLACE HIGH VISIBILITY FENCE ALONG CLEARING LIMITS AROUND EXISTINGOREMOVE O SEE DWG RD03 FOR LOCATION. TREES TO REMAIN. 12 REMOVE TREE 13 REMOVING PAINT LINE SGtF. VERIICPL NAVD 1988 DESIGNED: 1 "=20` HORIZOWP - W 1983/1991 Y.JIANG 99 CITY OF Y.JIANG . 11 RENTONDATUM CHECKED: ONLEINCH - - -. 1 Public Works Dept. A. LASZLO AT My SC IF NOT ONE INCH PPRROVID. SC ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER 13) - -w D- 342614 20 >• SCALE IN FEET IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SITE PREPARATION /EROSION CONTROL STA 17 +50 TO STA 22 +33 SP03 0 cc U 3a Oa Ui00 U i a 3 0 000 s 0 c 0 i SECT.18 T.23N. R.5E, W.M. I I I I I I I i I TORMI 8 SANITARY SEWER -® BEGIN PROJECT I SEiER 2I BEGIN CONSTRUCTION ,rcP 5 - Ea SHATTUCK AVE 10 +23 I PROPOSED PAVING LIMIT A J _` — I 00 N00 rT S i REEISKIN T — —c -- __- SHATTUCK STA 1Q +23 nRKNO BEGIN HMA PAVEMENT AND HMA PAVEMENT OVERLAY MATCH EXISTING GENERAL NOTES: 1. SEE DWG SD01 -SD03 FOR LOCATION OF STORM DRAIN. CONSTRUCTION NOTES: OINSTALL MONUMENT CASE AND COVER (BY OTHERS). COORDINATE INSTALLATION WITH CITY OF RENTON. 23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTERASNEEDEDDURINGCATCHBASININSTALLATION. I' ANGLE POINTS ROADWAY SECTION A POINT STREET B LOCATION O1 SHATTUCK STA 10 +23.0, 28.0' LT 2O SHATTUCK STA 11 +12.3, 28.0' LT 3O SHATTUCK STA 11 +12.3, 29.5' LT SHATTUCK STA 11 +97.0, 29.5' LT 5O SHATTUCK STA 11 +97.0, 25.1' LT I 00 N00 rT S i REEISKIN T — —c -- __- SHATTUCK STA 1Q +23 nRKNO BEGIN HMA PAVEMENT AND HMA PAVEMENT OVERLAY MATCH EXISTING GENERAL NOTES: 1. SEE DWG SD01 -SD03 FOR LOCATION OF STORM DRAIN. CONSTRUCTION NOTES: OINSTALL MONUMENT CASE AND COVER (BY OTHERS). COORDINATE INSTALLATION WITH CITY OF RENTON. 23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTERASNEEDEDDURINGCATCHBASININSTALLATION. I' D- 342615 3 PROFILE Q 20 0 20 40 E SCALE: H: 1"=20' o V: 1"=5' SCALE IN FEET a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 C APPROVED FOR CONSTRUCTION v I Y41 A4IIA' w, CITY OF RENTON DESIGNED: R.O'BRIEN l8 DRAWN: R.O'BRIEN DATE CHECKED: A. LASZLO A PROVED: NO. REVISION BY DATE APPR R.MEYER SCALE 1 „_20, VERTICAL NAVD 19e HORIZONTAL HAD 1983, ROADWAY SECTION A ROADWAY SECTION DATUM B ROADWAY SECTION. C SCALE ACCORDINGLY ROADWAY EXCAVATION INCL. HAUL - 447 CY Lei. 35 35 U SHATTUCK STA 10 +35 19' LT BEGIN ASPHALT SWALE ELEV = 23.55' SWALE GRADE LINESHATTUCKSTA :11 +62,: 19' LT C 30 SWALE ANGLE :POINT 30 i ELEV = 24.25` EXISTING SHATTUCK AVE. R/W K EXISTING GROUND 25 0.'60% SWALE SLOPE 0.42% SWALE SLOPE LL 7 p n L 10 +00 11 +00 12 +00 13 +00 1 D- 342615 3 PROFILE Q 20 0 20 40 E SCALE: H: 1"=20' o V: 1"=5' SCALE IN FEET a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 C APPROVED FOR CONSTRUCTION v I Y41 A4IIA' w, CITY OF RENTON DESIGNED: R.O'BRIEN l8 DRAWN: R.O'BRIEN DATE CHECKED: A. LASZLO A PROVED: NO. REVISION BY DATE APPR R.MEYER SCALE 1 „_20, VERTICAL NAVD 19e HORIZONTAL HAD 1983, DATUM ON Ai FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY A _ CITY OF ML PENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S!STORMWATER BYPASS ROADWAY PLAN AND PROFILE STA 10+00 TO STA 13 +50 PAGE RP01 sHEET:15 OE 48 3426' N O a- U s a 000 Y H a' i Io 3 STA 14+ BEGIN CEMENT GONG. BEGIN CEMENT CONC. CURB AND GUTTER o_ M DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c SECT.18 T.23N, R.5E. W.M. BEGIN CHAIN LINK FENCE TYPE 6 6 SHATTUCK STA 14 +44.18, 30' LT END CHAIN L NK FENCE TYPE 6 6 O OST ry 4 i SHATTUCK A 15 +08.00, 17' LT 7 j _ C7 I Cl) 22' 5 30' 30' f W N r-- - - - - -- - — - . — -- - -- {- -- CONIC. I _ EB 6 =_ W n O ASPHALT SWALE 17 { LL LO L — ----- of - SHATTUCK AVE. R/W 17' O 14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 + V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i Q SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3 j PROPOSEDB - -__ _t - -__ - -_ - -- __ _ / lA _ _ _ _ _ Ly vC CONC. s C IFV v 1 CO PAVING LIMIT FE _ _ W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0, 117. 54' RT ox - — -_I__ __.- — W Z Z E D CEMENT CONC. AFF C CURB J o AND GUTTERU _ MATCH EXISTING CURB H SHATTUCK I, Q STA 15 +07.92, 17.86' T 8 LEGEND CONC. SIDEWALK PER CITY OFS. 6TH 8 RENTON STD PLANS F005SHATTUCKSTA14F10.72, 17.65' RT j ( BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT AND GUTTER ( BEGIN HMA OVERLAY S 11 MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES: AND8S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1. PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON GENERAL NOTES: O DWG RDO1. S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01. 0- GUTTER AND SIDEWALK D- MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53. p p O SEE CITY OF RENTON STD. PLAN L002 W WROADWAYEXCAVATIONINCL. HAUL - 241 CY FOR FENCE DETAILS. UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011. END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON O ELEV - 25.26' O STD. PLAN F012. 1.7 30 SWALE GRADE LINE _ 30 L0 M + O9 NOT USED. 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. SEE DETAIL DWG RDO1. 1-- 0.42% SWALE SLOPE 25 ~ N W n Ln rn WZ : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z J 14 +00 15 +00 16 +00 17 +00 = D=342616U Q PROFILE QSCALE: H: 1" = 20' 20 0 20 40 SCALE IN FEET APPROVED FOR CONSTRUCTION CITY OF RENTON O v DATE G - RRG NA" IMPROVEMENTS PROJECTDEGIGNED: 1 =20 NORIZONfA1L NAD 1983/1991 19 Y.JIANG A ,} CITY OF PHASE 1 OWN: Y.JIANG RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH ` DATUM CHECKED: I N11PublicWorksDept. ROADWAY PLAN AND PROFILE A.LASZLO ATIF NOT ONE INCH STA 13 +'S0 TO STA 17 +50 PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER FlMD900K: PAGE: DRAWING N0: RP02 R1 CURVE DATA HORIZONTAL VERTICAL PC - 14 +55.65 FLOWLINE 17.65' RT ELEVATIONS: A = 89'53'58" BEGIN 25.08' R = 9.5' 4A 25.06' L = 14.94' 2A 25.04' T = 9.48' 3/4A 25.02' PT - 14 +65.15 END 25.00' 27.17' RT o_ M DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c SECT.18 T.23N, R.5E. W.M. BEGIN CHAIN LINK FENCE TYPE 6 6 SHATTUCK STA 14 +44.18, 30' LT END CHAIN L NK FENCE TYPE 6 6 O OST ry 4 i SHATTUCK A 15 +08.00, 17' LT 7 j _ C7 I Cl) 22' 5 30' 30' f W N r-- - - - - -- - — - . — -- - -- {- -- CONIC. I _ EB 6 =_ W n O ASPHALT SWALE 17 { LL LO L — ----- of - SHATTUCK AVE. R/W 17' O 14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 + V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i Q SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3 j PROPOSEDB - -__ _t - -__ - -_ - -- __ _ / lA _ _ _ _ _ Ly vC CONC. s C IFV v 1 CO PAVING LIMIT FE _ _ W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0, 117. 54' RT ox - — -_I__ __.- — W Z Z E D CEMENT CONC. AFF C CURB J o AND GUTTERU _ MATCH EXISTING CURB H SHATTUCK I, Q STA 15 +07.92, 17.86' T 8 LEGEND CONC. SIDEWALK PER CITY OFS. 6TH 8 RENTON STD PLANS F005SHATTUCKSTA14F10.72, 17.65' RT j ( BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT AND GUTTER ( BEGIN HMA OVERLAY S 11 MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES: AND8S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1. PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON GENERAL NOTES: O DWG RDO1. S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01. 0- GUTTER AND SIDEWALK D- MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53. p p O SEE CITY OF RENTON STD. PLAN L002 W WROADWAYEXCAVATIONINCL. HAUL - 241 CY FOR FENCE DETAILS. UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011. END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON O ELEV - 25.26' O STD. PLAN F012. 1.7 30 SWALE GRADE LINE _ 30 L0 M + O9 NOT USED. 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. SEE DETAIL DWG RDO1. 1-- 0.42% SWALE SLOPE 25 ~ N W n Ln rn WZ : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z J 14 +00 15 +00 16 +00 17 +00 = D=342616U Q PROFILE QSCALE: H: 1" = 20' 20 0 20 40 SCALE IN FEET APPROVED FOR CONSTRUCTION CITY OF RENTON O v DATE G - RRG NA" IMPROVEMENTS PROJECTDEGIGNED: 1 =20 NORIZONfA1L NAD 1983/1991 19 Y.JIANG A ,} CITY OF PHASE 1 OWN: Y.JIANG RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH ` DATUM CHECKED: I N11PublicWorksDept. ROADWAY PLAN AND PROFILE A.LASZLO ATIF NOT ONE INCH STA 13 +'S0 TO STA 17 +50 PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER FlMD900K: PAGE: DRAWING N0: RP02 R2 CURVE DATA HORIZONTAL VERTICAL PC - 15 +00.48 FLOWLINE 28.14' RT ELEVATIONS: A = 90 °35'18" BEGIN 25.13' R = 10.5' 4A 25.18' L = 16.60' 2A 25.20' T = 10.61' 3/4A 25.13' PT- 15 +10.98 END 25.03' 17.53' RT o_ M DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c SECT.18 T.23N, R.5E. W.M. BEGIN CHAIN LINK FENCE TYPE 6 6 SHATTUCK STA 14 +44.18, 30' LT END CHAIN L NK FENCE TYPE 6 6 O OST ry 4 i SHATTUCK A 15 +08.00, 17' LT 7 j _ C7 I Cl) 22' 5 30' 30' f W N r-- - - - - -- - — - . — -- - -- {- -- CONIC. I _ EB 6 =_ W n O ASPHALT SWALE 17 { LL LO L — ----- of - SHATTUCK AVE. R/W 17' O 14 +00 15 +00 ZSHTUCK 16 +00 SHATTUCK 17 +00 + V) T7.6' — - - - -- - - - -- -.___ +- -...._ _ -- - STA 75 +47 42 -1T LT 2 - 2 TA 1IUCK 16 1T LT -- SHATTUCK r- i Q SHAT AVE. R i R2 (COMMERCIAL DRIVE) (COMMERCIAL DRIVE STA 16 +76.62, 1T LT 2 17 3 j PROPOSEDB - -__ _t - -__ - -_ - -- __ _ / lA _ _ _ _ _ Ly vC CONC. s C IFV v 1 CO PAVING LIMIT FE _ _ W - - - -- - -- - ( ' 1\ SHATTUCK TA, 1' 5"+" 0, 117. 54' RT ox - — -_I__ __.- — W Z Z E D CEMENT CONC. AFF C CURB J o AND GUTTERU _ MATCH EXISTING CURB H SHATTUCK I, Q STA 15 +07.92, 17.86' T 8 LEGEND CONC. SIDEWALK PER CITY OFS. 6TH 8 RENTON STD PLANS F005SHATTUCKSTA14F10.72, 17.65' RT j ( BEGIN CEMENT CONC. TRAFFIC CURB S. 6TH STA 60 +35.78 STA 60 +25.06, 18.44' LjT AND GUTTER ( BEGIN HMA OVERLAY S 11 MATCH EXISTING C RB ( S. 6TH . 6TH STA 60 +31.04 8.44' LT BEGIN CEMENT CONC. TRAFFIC CURB CONSTRUCTION NOTES: AND8S. 6TH STA 60t26.16, 17.28' RT 8 MATCHUEXESTING CURB 2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. STA 60 +25.20, 18.00' RT O SEE DETAIL DWG RDO1. PLAN SIDEWALK RAMP TYPE 5 PER DETAIL ON GENERAL NOTES: O DWG RDO1. S. 6TH STA 60 +31_20, 17.18' RT n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. C) END CEMENT CONC. TRAFFIC CURB AND 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. O O4 SEE DETAIL ',DWG RD01. 0- GUTTER AND SIDEWALK D- MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14 +82.30. D' CONSTRUCT FLOWLINE OF CURB AT CONSTANT D U O SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 ROADWAY SECTION G ROADWAY SECTION D ROADWAY SECTION E TO STA 18 +89.84, ELEV. 27.53. p p O SEE CITY OF RENTON STD. PLAN L002 W WROADWAYEXCAVATIONINCL. HAUL - 241 CY FOR FENCE DETAILS. UWj 35 35 Ld O TYPE 2A SIDEWALK RAMP PER RENTON SHATTUCK STA 14 +02, 19' LT STD. PLAN DWG. F011. END ASPHALT SWALE EXISTING GROUND I SO TYPE 3A SIDEWALK RAMP PER RENTON O ELEV - 25.26' O STD. PLAN F012. 1.7 30 SWALE GRADE LINE _ 30 L0 M + O9 NOT USED. 10 CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. SEE DETAIL DWG RDO1. 1-- 0.42% SWALE SLOPE 25 ~ N W n Ln rn WZ : ::N ::: .. :. : N.: :.: : N::: : ::: :. N : Z J 14 +00 15 +00 16 +00 17 +00 = D=342616U Q PROFILE QSCALE: H: 1" = 20' 20 0 20 40 SCALE IN FEET APPROVED FOR CONSTRUCTION CITY OF RENTON O v DATE G - RRG NA" IMPROVEMENTS PROJECTDEGIGNED: 1 =20 NORIZONfA1L NAD 1983/1991 19 Y.JIANG A ,} CITY OF PHASE 1 OWN: Y.JIANG RENTON SHATTUCK AVE S' STORMWATER BYPASS NCH ` DATUM CHECKED: I N11PublicWorksDept. ROADWAY PLAN AND PROFILE A.LASZLO ATIFNOT ONE INCH STA 13 +'S0 TO STA 17 +50 PPPROVED: SG ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER FlMD900K: PAGE: DRAWING N0: RP02 coO d U YUi L 000 YNO a' I r 0 00 i 9, rc03 E S N 0( LL. 0 - -I o _ w w i I O L0 _ Q T W Z CURB AND GU END CEMENT CONC. Fj TRAFFIC CURB AND GUTTER ATTUCK 24, 17 +74.58, 17' LT DMMERCIAL DRIVE) S S A 100 +44.20 1 28.6' BEGIN CEMENT C 11 ONC TRAFFC CURB AND SECT.18 T.23N. R.5E. W.M. 1 TRAFFIC CURB AND GUTTER \ BEGIN DEPRESSED CURB AND GUTTER \ A( S STA 101 +43.18 14.72' LT \ BEGIN HMA PAVEMENT \\ S STA 101 +19.96 \ BEGIN CEMENT CONC. \ 5EN-D CURB AND GUTTER 101 +12.06 E MENT CONC. C CURB AND GUTTER \ 11 S LINE , 4 18 +00 1111 ° 4 e nSHATTUCK ST/I 18 +87.86 15)- \ \ --' (19 i I IN 1111 RESSED CURB " \ TTER \ S STA 102 +10.00 \ BEGIN DEPRESSED CURB 13 \ D GUTTER \ S STA 102 +40.00 Nc END DEPRESSED CURB 1 13 `/ AND GUTTER I 1 PTONL a A1-' \\ 0W/4 C slNC ,BOO ONE LAN, D, \ -1ROAD ;.HEAD S. 4TH PL. R/W CL Z END HMA AVEMENT t1 \ S STA 102 +63.61, 10' LT &RT 24 END CEMENT CONC. Ir j I \\TRAFFIC CURB AND GUTTER 1L@ \ CASHATTUCKSTA21 +54.63 1 C 3' WAL -KWAY 3 JII IIVVr .In wr .vi vCi li 18 V " r C F rN = r +9.S A 0 17 BEGIN CEMENT CONC. BLUIN CkMo,.l CUNC. J 11 S STA I 100 +47.19 10' RT `\ 1 TRAFFIC 0'1% AKID GUTTER TRAFFIC URB AND GUTTER Q 24 BEGIN CEMENT CONC. t ( \ 2 S STA 101421X36 Q TRAFFIC CURB AND GUTTER \ -7 \1 ENDG \ STA CEMENT CONC. Vj END CEMENT CONC. M \ U) (\\\ TRAFFIC CURB AND GUTTER "n TRAFFIC CURB AID GUTTER HOUSER WAY S. R/W L 16 -)3 \ S STA 100 +59.26, 1 35 20' RT 22 R SHATTUCK AVE. I - 22 +00 SHATTUCK AVE. R/W I END PROJECT END CONSTRUCTION SHATTUCK AVE 22 +33 CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 CON I RUCTION NOTES: OINSTTALLATION OF MONUMENT CASE AND COVER (BY OTHERS). COORDINATE INSTALLATION WITH CITY OF RENTON. BEGINNING OF No a r.I "° \ A CE ENT CONC. DRIVEWAY ENTRANCE TYPE C. DEPRESSED CUR 16 \ \` SE I DETAIL DWG RD01. AND HEIGHT DEPRESSED CURB &GUTTER - 3O SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RDO1. TRANSITION AS SHOWN IN DETAILS IN 6" CURB 5 DWG RD02 PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT FACE SCALE: 1" = 20' O5 SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 TO OF CUR GENERAL NOTES: STA 18 +89.84, ELEV. 27.53. N CURB TRANSITION DETAIL 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND p GUTTER DETAILS. W NTS 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. 0-' 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019. 0 ROADWAY SECTION F ROADWAY ROADWAY SECTION .H ROADWAY ROADWAY SECTION I ROADWAY SECTION G CTION SECTION J 13 SEE DWG RD02 FOR DEPRESSED CURB DETAILSp ._ ROADWAY EXCAVATION INCL. -HAUL - 336 CY _ TO SHATTUCK O AND CURB TRANSITION DETAIL THIS SHEET. EXISTING BNSF 'RR 60' :VC STA 22 +33 W SEE DWG RD03WOVERCROSSINGNDVPISSTA = 101 +65 SIDEWALK RAMP TYPE 2. SEE DWG RD03 + a VPI ELEV := 26.75. + 0) FOR ADDITIONAL 14 SEE RENTON STD. PLAN F011. FOR ADDITIONAL rFOR 35 w ° N ° N INFORMATION 35 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAILGRADING INFORMATION a > a > VPI S STA 102 +69.11 S. 4TH PL. 15 AND PLACEMENT LOCATIONS. SHATTUCK AVE z a LEV 28.37 16 CONTRACTOR R TO O.W. CONTACT BNSF WHEN WORKING 30 v > n~> 30% 1.08% > > _1.75 % - - CEMENT CONC. DRIVEWAY ENTRANCE TYPE B. IQ- --- 17 SHATTUCK 7;M;ATCH EXISTING SEE DETAIL DWG RD01 FOR DETAILS. STA 18 +54.68 PROFILE GRADE STA 102 +69.61 O25 - S STA 100 +00 AND PIVOT POINT 25 18 ADJUST EXISTING MONUMENT CASE AND COVER. W EXISTING GROUND ELEV 28:20 Z VPI S STA 100 +45.7 VPI S STA 102 +63.61 SHATTUCK STA, 19 +OQ 8.10 LT. S. 4TH PL. STA 39 +89.66 19 SEE DWG ST02 FOR HEIGHT DETECTION WARNINGJSHATTUCKSTA. 21 +18.40, 10 LT = S STA 1024-99.34 SYSTEM DETAIL AND PLACEMENT LOCATIONS. EL. 28.04 ELEV 28.48 = SHATTUCK STA 21+52 10' LT 100 +00 101 +00 102 +00 103 +00 24 SEE DWG RD03 FOR INTERSECTION DETAILS. PROFILE zo 0 20 40 SCALE: H: 1 "= 20' D=34261 7 Immmmm V: 1 " =5' SCALE IN FEET I DAM 2 1 rcvc o kon lot j a 4 oF'wAS£yrFp APPROVED FOR CONSTRUCTION s "" 1 " =20' HAW 19M IMPROVEMENTS PROJECTDESIGNED: HORIZOMAL IM 1953 1991 FlE(DWOK: DMJM HARRIS AECOM Y.DARMAWAN ' . } CITY OF PHASE 1 PAGE: a - DMWN: .0 SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: 10900 NE 8TH STREET, SUITE 750 S Y.DARMAWAN DATUM RENTON o BELLEVUE, WASHINGTON 98004 A 1 002999a p ssss h ONE INOH ROADWAY PLAN AND PROFILE RP039 +P W CHECKED: an rs'eea® 0' CITY OF R NTON DATE Al Pu Public Works Dept. PHONE: (425) 454 -5600 FAX: (425) 454 -0220 E8310NALGl A.LASZLO IF NOT ONE INCH STA 17 +50 TO STA 22 +33 PPPROVIDO $C ACCORDINGLY FED AID NO.: ARRA- 0167(044) SHE£F:17 OF: 48 NO. REVISION BY DATE APPR R.MEYER ANGLE POINTS POINT STREET LOCATION O1 S LINE STA 100 +45.08,39.8' RT O S LINE STA 100 +51.51,38.9' RT O S LINE STA 101 +55.20,33.5' RT S LINE ISTA 100 +37.55,10.5' RT END PROJECT END CONSTRUCTION SHATTUCK AVE 22 +33 CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 CON I RUCTION NOTES: OINSTTALLATION OF MONUMENT CASE AND COVER (BY OTHERS). COORDINATE INSTALLATION WITH CITY OF RENTON. BEGINNING OF No a r.I "° \ A CE ENT CONC. DRIVEWAY ENTRANCE TYPE C. DEPRESSED CUR 16 \ \` SE I DETAIL DWG RD01. AND HEIGHT DEPRESSED CURB &GUTTER - 3O SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RDO1. TRANSITION AS SHOWN IN DETAILS IN 6" CURB 5 DWG RD02 PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT FACE SCALE: 1" = 20' O5 SLOPE GIVEN FROM STA 15 +11.99, ELEV. 25.71 TO OF CUR GENERAL NOTES: STA 18 +89.84, ELEV. 27.53. N CURB TRANSITION DETAIL 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND p GUTTER DETAILS. W NTS 1. SEE DWG SDO1 -SDO3 FOR LOCATION OF STORM DRAIN. 0-' 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019. 0 ROADWAY SECTION F ROADWAY ROADWAY SECTION .H ROADWAY ROADWAY SECTION I ROADWAY SECTION G CTION SECTION J 13 SEE DWG RD02 FOR DEPRESSED CURB DETAILSp ._ ROADWAY EXCAVATION INCL. -HAUL - 336 CY _ TO SHATTUCK O AND CURB TRANSITION DETAIL THIS SHEET. EXISTING BNSF 'RR 60' :VC STA 22 +33 W SEE DWG RD03WOVERCROSSINGNDVPISSTA = 101 +65 SIDEWALK RAMP TYPE 2. SEE DWG RD03 + a VPI ELEV := 26.75. + 0) FOR ADDITIONAL 14 SEE RENTON STD. PLAN F011. FOR ADDITIONAL rFOR 35 w ° N ° N INFORMATION 35 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAILGRADING INFORMATION a > a > VPI S STA 102 +69.11 S. 4TH PL. 15 AND PLACEMENT LOCATIONS. SHATTUCK AVE z a LEV 28.37 16 CONTRACTOR R TO O.W. CONTACT BNSF WHEN WORKING 30 v > n~> 30% 1.08% > > _1.75 % - - CEMENT CONC. DRIVEWAY ENTRANCE TYPE B. IQ- --- 17 SHATTUCK 7;M;ATCH EXISTING SEE DETAIL DWG RD01 FOR DETAILS. STA 18 +54.68 PROFILE GRADE STA 102 +69.61 O25 - S STA 100 +00 AND PIVOT POINT 25 18 ADJUST EXISTING MONUMENT CASE AND COVER. W EXISTING GROUND ELEV 28:20 Z VPI S STA 100 +45.7 VPI S STA 102 +63.61 SHATTUCK STA, 19 +OQ 8.10 LT. S. 4TH PL. STA 39 +89.66 19 SEE DWG ST02 FOR HEIGHT DETECTION WARNINGJSHATTUCKSTA. 21 +18.40, 10 LT = S STA 1024-99.34 SYSTEM DETAIL AND PLACEMENT LOCATIONS. EL. 28.04 ELEV 28.48 = SHATTUCK STA 21+52 10' LT 100 +00 101 +00 102 +00 103 +00 24 SEE DWG RD03 FOR INTERSECTION DETAILS. PROFILE zo 0 20 40 SCALE: H: 1 "= 20' D=34261 7 Immmmm V: 1 " =5' SCALE IN FEET I DAM 2 1 rcvc o kon lot j a 4 oF'wAS£yrFp APPROVED FOR CONSTRUCTION s "" 1 " =20' HAW 19M IMPROVEMENTS PROJECTDESIGNED: HORIZOMAL IM 1953 1991 FlE(DWOK: DMJM HARRIS AECOM Y.DARMAWAN ' . } CITY OF PHASE 1 PAGE: a - DMWN: .0 SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: 10900 NE 8TH STREET, SUITE 750 S Y.DARMAWAN DATUM RENTON o BELLEVUE, WASHINGTON 98004 A 1 002999a p ssss h ONE INOH ROADWAY PLAN AND PROFILE RP039 +P W CHECKED: an rs'eea® 0' CITY OF R NTON DATE Al Pu Public Works Dept. PHONE: (425) 454 -5600 FAX: (425) 454 -0220 E8310NALGl A.LASZLO IF NOT ONE INCH STA 17 +50 TO STA 22 +33 PPPROVIDO $C ACCORDINGLY FED AID NO.: ARRA- 0167(044) SHE£F:17 OF: 48 NO. REVISION BY DATE APPR R.MEYER 0 000 C. 3 0E 0 I Jll. UYYV \UvJ I VI\ UL 1h 1l_ ER I H019 (TYP.) ND GUTTER DETAIL CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL SHATTUCK STA 14 +39.28, 17' LT BEGIN DEPRESSED CURB'\ AND GUTTER PROPERTY LINE COM M E R C IA., ALT DRIVEWAYI PROPERTY LINE 13 FULL DEPTH SAWCUT MATCH EXISTING GRADE SHATTUCK STA 15 +05.65 END DEPRESSED CURB AND GUTTER BEGIN CEMENT GONG. TRAFFIC CURB AND GUTTER T /C- 26.19' 7' 5.5' SIDEWALK VARIES 2% 0.5' 10" THICK CONCRETE 4" CSTC zh PROFILE VIEW CEMENT CONC. SIDEWALK 11' 0 CEMENT CONC. SIDEWALK - 1>• CEMENT GONG. TRAFFIC CURB AND GUTTER j SEE: DWG RD02 FOR DETAIL NOTE: DEPRESSED CURB AND GUTTER SEE DWG RD02 FOR DETAIL FOR EXPANSION JOINT DETAILS 6 SEE CITY OF RENTON STD. PLAN F -03. MIN. 10" THICK CEMENT CONCRETE IN APPROACH AREA CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL 6' SIDEWALK RAMP WIDTH AS SHOWN ON CEMENT CONCRETE TRAFFIC 2' — 3/8" EXPANSION JOINT DWG RP01 -RP 03 CURB AND GUTTER SEE RENTON STD. PLAN F -03 ON STREET SIDE) 6" -I 1:12 2% ' - MAX E 4„ \ CURB VARIES FROM 0" TO 6" j DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o I BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N I APPROVED FOR CONSTRUCTION CITY OF RENTON 4" CEMENT CONCRETE SIDEWALK 2" CSTC Al SECTION MATCH EXISTING PAVEMENT ELEVATION -` CEMENT CONCRETE SIDEWALK SEE DRAWINGS RS02 & RS03 DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION - -- SEE DETAIL ON RENTON STD. PLAN F13 -1 -? SIDEWALK RAMP TYPE 5 Q 1 DATE o DESIGNED: Y.JIANG NTS ON E INCH u NAv- 1e1 NORRDI &.. NAG 1983, DATUM 6 SIDEWALK o CJ DRAWN: Y.JIANG SHATTUCK 0.5 l FLOWLINE GUT TER SLOPE LATTO ` " "" IF NOT ONE INCH SCPLE ACCORDINGLY STA -14 +44.28, 17' LT- j • -) 1COMM E /SHATTUCK DATE APPR SHATTUCK FLC25.330 RCIA 6RIVECONCR STA 14 +99.65, 17' LT \ STA 15_ +11.24, 17' LT r T /C= 25.82' T /C= 26.21' FL= 25.65' FL= 25.71' 6" THICK CEMENTI CiONCRETE 15 +00 NOTE: RESIDENTIAL DRIVE) SHATTUCK AVE. R/W FOR EXPANSION JOINT DETAILS SEE CITY OF RENTON STD. PLAN F -03. CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL j DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o I BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N I APPROVED FOR CONSTRUCTION CITY OF RENTON 4" CEMENT CONCRETE SIDEWALK 2" CSTC Al SECTION MATCH EXISTING PAVEMENT ELEVATION -` CEMENT CONCRETE SIDEWALK SEE DRAWINGS RS02 & RS03 DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION - -- SEE DETAIL ON RENTON STD. PLAN F13 -1 -? SIDEWALK RAMP TYPE 5 Q 1 DATE DESIGNED: Y.JIANG NTS ON E INCH u NAv- 1e1 NORRDI &.. NAG 1983, DATUM DRAWN: Y.JIANG CHECKER: A.LASZLO LATTO ` " "" IF NOT ONE INCH SCPLE ACCORDINGLY0ADDENDUMNO. 2 YD 07/09 APPROVED: R.MEYERNO. REVISION BY DATE APPR X011103 1. A MINIMUM 4' WIDE ACCESSIBLE ROUTE SHALL BE MAINTAINED IN ALL PEDESTRIAN ACCESSIBLE AREAS. 2. CONTRACTION JOINTS SHALL BE PLACED ALONG SIDEWALKS AT 15' MAXIMUM SPACING. ALL JOINTS SHALL BE CLEANED AND EDGED. 3. DUMMY JOINTS TO BE PLACED AT 5' INTERVALS AND ALL SIDEWALK JOINTS TO MATCH' CURB AND GUTTER JOINTS. 4. CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES A, B & C SHALL BE CONSTRUCTED OF AIR- ENTRAINED CONCRETE CLASS 3000 AND MAY BE POURED INTEGRAL WITH CURB. D=342618 7 RAINIER NAVE S (SR 167) IMPROVEMENTS PROJECT aDI 4914 CITY OF PHASE 1 PAGE: ku RENTON I SHATTUCK AVE S STORMWATER BYPASS DRAW. Public Woks Dept. PAVING DETAILS D01 FED AID NO.: ARRA- 0167(044) ammalm 6 1/2" 1/2" R 1" R FOR 6" CURB FACE O FACE OF CURB cc 1/2" R AND VARIES TO V X11 MATCH 1/2" I ROADWAY SLOPE pcO — — o - — 0 ° D o w 00 DEPRESSED CURB AND GUTTER SECTION AT SIDEWALK RAMPS AND DRIVEWAY ENTRANCES TOP OF ROADWAY CRUSHED SURFACIN( BASE COURSE OR AS SHOWN ON NOTES: SEE TRENCH CROSS SECTION ON DWG SDO8 FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. 6' -6" MIN L WITH CSS -1 (TYP.) GRIND OR PARTIAL TH SAWCUT (TYP.) MIN. HMA CL. 1/2" PG 64 -22 SURFACE COURSE MIN. HMA CL. 1/2" PG 64 -22 BASE COURSE MIN. CRUSHED SURFACING TOP COURSE TER SERVICE OR OTHER UTILITY 1, 11 TYPICAL TRANSVERSE PATCH DETAIL MIN MIN SEAL WITH CSS -1 (TYP.) 2" GRIND OR PARTIAL DEPTH SAWCUT (TYP.) 2" MIN. HMA CL. 1/2" PG 64 -22 SURFACE COURSE TRENCH WIDTH 6" MIN. HMA CL. 1/2" PG 64 -22 BASE COURSE 6" MIN. CRUSHED SURFACING TOP COURSE GRATE 5" MAX. TRIM GEOTEXTILE CONSTRUCTION GEOTEXTILE FOR SEPARATION 3 N NOTES: FRAME OVERFLOW BYPASS g SEA BENCH CROSS SECTIONS ON DRAWINGS SD05 AND SD06 FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. i N SEDIMENT AND DEBRIS TYPICAL LONGITUDINAL PATCH DETAIL U 6 1/2" r. w 1/2„ R 5 1/2" 1» b b a 1" R o FACE OF CURB MATCH ROADWAY SLOPE FILTERED o d d 1„ R 1/2" TOP OF ROADWAY WATER Oo a N N O d. 4 _ Q a I ¢ ° d. c0p N p I a If 6" INLET PROTECTION DETAIL SECTION J CEMENT CONCRETE TRAFFIC CURB AND GUTTER 030 S a DMjM HARRIS. AECOM 4 goFWi P APPROVED FOR CONSTRUCTION q a 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 0028HB8 R LQ/'%_ PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °e9io CITY OF RENTON DATE pIFL c 6" 1" R_\ 1" R d ' . ° f SIDEWALK_ _ a QD 1/4" JOINT FILLER a a MA PAVEMENT da 4 a a . d a a O d . z od ° C CEMENT CONCRETE PEDESTRIAN CURB DETAIL INLET PROTECTION ISOMETRIC VIEW NOTES: STEM ASS 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8- 01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT —IN HIGH —FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHO SPIELING THE COLLECTED MATERIAL. sC ' VERDCNL HAW 19M IMPROVEMENTS PROJECTDESIGNED: NTS HORIZONTAL NAD 19w /1981 Y.JIANG CITY OF PHASE 1 RENTON SHATTUCK AVE S STORMWATER BYPASS K. MCBRIDE DATU' CHECKED: ONE INCH Public Works Dept. ROADWAY DETAILS R.O'BRIEN I IF NOT ONE INCH Ss w PPFROVED. SC&E ACCORDINGLY L.. FED AID NO.: ARRA - 0167(044) NO. REVISION BY DATE APPR R.MEYER cu. 0 -34 PG (q IDI - 1277 RD02 T.1 q OF: 4p '.. c+) O U R3 CURVE RETURN ELEVATION © FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 24.95', 4 =71 °29'07 ", R =25', T =14.4' POINT STREET STATION OFFSET ELEVATION 1 PC SHATTUCK AVE. 18 +61.53 17.02' RT 26.72' 2 1/4 27.11' HOUSER WAY S. 26.75' 3 1/2 O9 HOUSER WAY S. 50 +31.52 26.78' 3/4 SHATTUCK AVE. 18 +81.48 4.00' LT 26.73' 5 PT HOUSER WAY S. 50 +27.75 17.33' RT 26.77' SECT.18 T.23N. R.5E. W.M. CONSTRUCTION NOTES: S. 4TH PL. STA 39 +29.21, 21.6' RT O CEMENT CONC. DRIVEWAY ENTRANCE TYPE C BEGIN CEMENT CONC. TRAFFIC CURB 20 SEE DWG RD01 FOR DETAILS AND GUTTER AND SIDEWALK 3OS. 4TH PL . STA 39 +29.21 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01 BEGIN HMA OVERLAY o \ 14 TYPE 2A SIDEWALK RAMP PER RENTON STANDARDOPLANDRAWINGFO11 S. 4TH PL. R/W CE\\ ' - - - - Z 19 CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAILDWGRD02 MATCH EXISTING z_ U - n - - -0 PL. - - - - -- ' -- S 4TH SAWCUT CONC. SIDEWALK 8 0 BEGIN DEPRESS ELEVATIONS 1 JJ / \ STA 39+60.69, E 3.63' R 21 MATCH EXISTING PAVEMENTRURBDGUTTERNSEALW/ CSS -1 ASPHALT 0N,_ o C` > U 1 22 INSTALL RELOCATED HISTORICAL MARKER IN a - = -j2 --A - - - -- q r ` O SIDEWALK PER DIRECTION OF ENGINEER. p p oIji \ \ a- 17 \ S 4TH PL. STA 39 +72.86 2 S LINE- SIN ' 7' % % SST 3 69 5 25 4 T 1 \, HMA PAVING OVERLAY 1 O REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTERy 3 AS NEEDED DURING CATCH BASIN INSTALLATION. j t 2 14 K \ IO v __ E N o v I I CL R -3' ( TYP. + 10 -- )VJ L z SHATTUCK STA 21 +80.20 SSHATTUCK AVE. R W I BE - - - - - -- - - - - - -- -- - -- _ - 1 GIN TRAFFIC ISLAND Ui849 11 ,,Ak v fi r I SHATTUCK AVE. - 1 ,. v , , 15 4:_0 r 0' 1 0 -- - -- - - - - - -- - -- -- -- - - -- N a :: - - - - 2% SHATTUCK Ll 1 23 STA 18 +47.0 O -- - - - - -- -G2 SIG \ BEGIN TRAFFIC ISLAND 0 22 n 6' 20' A _ _ R =3' (TYP.) z 3 ' q1 \? l - - - - VdHITE S-11 IPI` SHATTUCK '\ \ i OI \C. 4 9, STA 21 +21.77, 6' RTSHATTUCA -_ r +61 -53 1 02' RT- - - - - -. \ \ \ \ O 820BEGINCEMEAICONC. TRAFFIC CURB o AND-GUTTER AND SIDEWALK o 0 STA 50 +33.27, 17.98' RT \ v ` % 0 0 ROUSER WAY S. \ \\ STA 50 +42.77, 17.70' RT END CEMENT CONC. TRAFFIC CURB y AND GUTTER AND SIDEWALK HOUSER WAY S. STA 50 +42.77 HOUSER WAY S END PAVEMENT HMA PAVING 14 STA 50 +31.52, 7.06 LT / oo HOUSER WAY S. CONSTRUCTION -/ HOUSER WAY S. INTERSECTION PLAN Q a I 0 00mi 3 0 FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION HOUSER WAY S. 50 +42.77 0.00' RT 26.99' O7 HOUSER WAY S. 50 +47.07 6.21' LT 27.11' HOUSER WAY S. 50 +33.27 17.48' RT 26.76' O9 HOUSER WAY S. 50 +31.52 6.56' LT 27.01' 10 SHATTUCK AVE. 18 +81.48 4.00' LT 27.64' 11 SHATTUCK AVE. 18 +94.18 4.00' LT 27.77' 12 HOUSER WAY S. 50 +31.70 0.00' RT 26.89' E o0 a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 16 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c 6' F DOUBLE= Y LLC4N21f0QSSTA102 +69.61 /0 22+00 SHATTUCK STA 22 +33 I ' 2/ 1 8.00' END HMA PAVING OVERLAY 21SHATTUCKAVE. 171 -7- a ! SHATTUCK STA 21 +21.7Y1 6.00' RT z END DEPRESSED CURB A GUTTER w BEGIN TRAFFIC CURB AN GUTTER 0 C. SIC N 1 -- - -- - - - -- - 1 I J NON' r - - -- ._\ SHATTUCK STA 21 +22127 20.15' RT 20ENDTRAFFICCURBANDGUTTER HOUSER WAY S. STA 50 +48.73, 4.53 LT END CEMENT CONC. TRAFFIC CURB AND GUTTER S. 4TH PL. INTERSECTION PLAN FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION 13 SHATTUCK AVE. 18 +52.00 4.00' LT 27.35' 14 S LINE 100 +37.55 10.53' LT 27.53' 15 S LINE 102 +40.00 12.51' LT 28.77' 16 S LINE 102 +62.00 12.51' LT 28.88' 17 S 4TH PL. 39 +54.26 21.45' RT 27.50' INSTRUCTION w a DATE 1, LEGEND CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 D= 342620 NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS 10 0 10 20 SCALE IN FEET SORJEYED: RAINIER! '.:AVE S (SR 167) s HAVE, M/1 IMPROVEMENTS PROJECTDESIGNED: 1 it 0' HORIZOMAL NAA 19&9/1891 FlElDB00K: Y.JIANG A CITY OF PHASE 1 PAGE: DRAWN: Y.JIANG . 0 RENTON SHATTUCK AVE S. STORMWATER BYPASS DRAWING ND: DATUM CHECKED: ATi NE Public Works Dept. INTERSECTION DETAILS , -RD03 R.MEYER IF NOT ONE INCH PPPROVEO: SC4E ACCORDINGLY FED AID NO.: ARRA- 0167(044) sHEEr:20 or: 48 NO. REVISION BY DATE APPR R.MEYER 4Q(0 ac D- 2 7 3 4 2 6 IC:— 0 00 C. 03 E0 0 POST FOR WARNING LIGHTS SEE TRAFFIC SYSTEM SHEETS B TYP. ST05 C (TYP.) ST05 / I H N0a do Q wm n SEE DIMENSION TABLE 6 "0 HANDHOLE © NIPPLE LOCATION(TYP. 8' MIN, CENTER OVER 10' LANE_ SOFFIT ELEVATION SEE DIMENSION TABLI HSS 16" X 16" X 1/2" (TYP.) ERECT VERTICAL t Y4' CL BEAM (TYP BOTH LEGS) d HSS 16" X 16" X 1/2" (TYP.) CO HORIZONTAL OFFSET VARIES SEE DIMENSION TABLE u W12 -301 CENTER OVER 10' LANE SEE DWG SG02 FOR DETAILS114" NIPPLE AT BACK OF BEAM © SIGN 1 (AS REQUIRED)(TYP.) * I S-LINE PAINT APPROACH SIDEANDBACKSIDEALTERNATING i BLACK AND YELLOW COLOR 1' WIDE @ 45° PROFILE GRADE PIVOT POINT SACRIFICIAL BEAM ELEVATION CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN V -6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE DWG ST07 S -LINE A HSS POST 4' -0" TAPER DIM. A ASPHALT PAVEMENT--- NORTH SIDE) / CO 0 COLUMN LOCATION r SEE DIMENSION TABLE FACE OF CURB CE POST T6"0 HANDHOLE SEE ST05 FOR NEMA 3R TERMINAL CABINET DETAILS n vi g w o I d ww HANDHOLE 1" CURB FACE DETAIL BASE PLATE ELEV. LEVEL (TYP.) MINIMUM / 1 BOT. OF FOOTING ELEVATION EXISTING 16" WATER LINE SEE DIMENSION TABLE EAST SIDE OF STRUCTURES LEGEND B IDENTIFIES VIEW OR DETAIL STO TAKEN OR SHOWN ON DRAWING ST01 B TAKEN OR SHOWN ON THE SAME SHEET CONCRETE 1/2" PREMOLDED PAVEMENT JOINT FILLER SURFACE ANCHOR ROD7 II II II II II II II II II II II II D ST03 II II II II II II II II II SFE 00 / a TOP OF CURB HMA PAVEMENT SURFACE SECTION... DIMENSION TABLE PLAN LOCATION COLUMN LOCATION NORTH BEAM SHOWN LCONCRETE LEFT RIGHT SOUTH BEAM SIMILAR PAVEMENT ® SACRIFICIAL BEAM SOUTH S -LINE STA 100 +72.59, 13.5' LT S -LINE STA 100 +77.45, 13.5 RT SACRIFICIAL BEAM NORTH S -LINE STA 101 +14.63, 13.5' LT S -LINE STA 101 +27.29, 13.5' RT GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TAPERI DIM. A THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS TAKER DIM. A I FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2008 AND AMENDMENTS. 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE WELDS WITH BACKUP PLATES OF /4" MIN. THICKNESS. 3. THE BACK -UP PLATES FOR ALL FULL PENETRATION WELDS SHALL BE WELDED EAST CONTINUOUSLY TO THE JOINED PIECES. THIS CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ROOT 23.46' OF THE FULL PENETRATION WELD. 4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION 2.84' PER AASHTO M232. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH 35.56' AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH 27.73' THE SPECIAL PROVISIONS. 6. FABRICATE POSTS STRAIGHT 7. MATERIALS SPECIFICATIONS: 30.00' CAST -IN -PLACE CONCRETE IN THE SHAFTS SHALL BE 4000P EXCEPT AS NOTED ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000 REINFORCING BARS SHALL CONFORM TO ASSHTO M31 GRADE 60 SPRING STEEL SHALL BE HARD ROLLED AND SHALL CONFORM TO AISI -CIO75 TEFLON WASHERS SHALL CONFORM TO ASTM D3294 -03, 21A ALL STRUCTURAL STEEL ASTM A 572 GR. 50 OR ASTM A 588 EXCEPT AS OTHERWISE NOTED ANCHOR RODS ASTM F 1554 GR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR. 1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS ASTM A 307 MOUNTING BEAM BOLTS AASHTO M 164 COVER PLATES ASTM A36 HSS (FY = 46 KSI) ASTM A500 -GRADE B 8. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. 9. POSTS, BASE PLATES, BEAMS AND SPLICE PLATES ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL MEET THE LONGITUDINAL CHARPY V -NOTCH TESTS AS DESCRIBED IN SECTION 6 -03.2 FOR AASHTO M 270 MATERIAL. NON- DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM TO TENSILE MEMBERS WITH CYCLIC LOAD. 10. REFER TO TRAFFIC SYSTEM AND LIGHTING PLANS FOR INTERNAL ROUTING OF THE CONDUCTORS. CONDUIT CONDUCTORS SHALL NOT BE ATTACHED TO THE OUTSIDE OF THE STRUCTURE. SEE NEMA 3R TERMINAL CABINET DETAIL ON DWG ST05. 11. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR SHALL BE 2 1/2" AT THE TOP OF THE ROADWAY SLAB, 1" AT THE BOTTOM OF THE ROADWAY SLAB, 3" AT THE BOTTOM OF FOOTINGS, 2" AT TOP OF FOOTINGS AND FACE OF PIER WALLS, AND 1 1/2" AT ALL OTHER LOCATIONS. am CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE SOFFIT ELEV. BOTTOM OF FTG. ELEV. BOTTOM OF BASE h' ELEV. TAPERI DIM. A TAPER I DIM. B TAKER DIM. A I TAPER DIM. B H L WEST EAST 36.05' 23.46' 28.22 4.28' 2.83' 2.84' 4.28' 9.00' 27.43' 35.56' 22.94' 27.73' 5.79' 1 2.13' 1.93' 5.87' 9.00' 30.00' Q SDR RAINIER AVE S (SR 167) LIANG Gam: SAL NA 19s 1 IMPROVEMENTS PROJECT DM)M HARRIS I AECOM P of wAyyr APPROVED FOR CONSTRUCTION DESIGNED: N.T.S. HORIZONTAL ND 1983 /1991 PAGE, K: s.TU .: ,.} CITY OF PHASE 1 FADE D"A " "` •u RENTON SHATTUCK AVE S STORMWATER BYPASS nNC No: 10900 NE 8TH STREET, SUITE 750 Y. JIANG DATUM o BELLEVUE, WASHINGTON 98004 q 43717E CHECKED: ONE INCH Public Works Dept. SACRIFICIAL BEAM ST01 PHONE: 425 454 -5600 FAX: 425 454 -0220 4 r ®t CITY OF RENTON DATE K. LINTS AT Fo 9rONAL 4 G IF NOT ONE INCH PLAN, ELEVATION AND SECTION pl FftOVEO. SCAT£ ACCORDINGLY SHEEP: 21 OF:48 t yi FED AID NO.: ARRA- 0167(044) N0. REVISION BY DATE APPR R. MEYER N O F— U) Q DRIL CO 46 U) 0o_ COLUI, LOCATI( SEE DIMENSI( TAB I I Ie,r PLAN W 0 0zQ CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ° HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1' -6" FROM ANOTHER HANDHOLE LOCATION. s 3 0 m 0000 YNOH N Q N III i SPAN LENGTH (L) SEE DIMENSION TABLE 4'L POST HANDHOLE ** TYP.) SEE ST07 POST A T06 (TYP.) S I HSS 6 X 6 X 3/8" SOFFIC ELEVATION WARNING LIGHT BEAM (TYP.) SEE DIMENSION TABLE I SEE TRAFFIC SYSTEMS DWGS 1" NIPPLE I FOR CONDUIT HANDHOLE AS REQUIRED TYP. AT HANGER) SWING ARM o Q (TYP.) 8" DI 'AM. PVC SCH. 80 PIPE ST07 I PAINT PIPE WITH ALTERNATING SPIRAL OF BLACK AND YELLOW COLOR V WIDE @ 45' I I 4' -0" 6' -0" 6' -0" J4' -0" W12 -2 o CL SEE DWG SG01 FOR LOCATIONS HORIZONTAL OFFSET VARIES SWING ARM SEE DWG SG02 FOR DETAILS I SEE DIMENSION TABLE 00 (TYP.) z ERECT VERTICAL t Ya" a HSS 6 X 6 X 3/8" POST (TYP.) BEAM (TYP. BOTH LEGS) S -LINE z z Q PROFILE GRADE C AND PIVOT POINT / ST06 (TYP.) II BOT. OF BASE BOT. OF BASE I vx PLATE ELEV. PLATE ELEV. II I I HEIGHT DETECTION FRAME DIMENSION TABLE LOCATION COLUMN LOCATION SOFFIT ELEV. BOTTOM OF BASE R ELEV. H L LEFT RIGHT SOUTH FRAME S -LINE STA 100 +46.19, 18.88' LT S -LINE STA 100 +52.00, 13.27' RT 42.50' 29.55' 13.37' 32.68' NORTH FRAME S -LINE STA 101 +41.93, 13.39' LT S -LINE STA 101 +55.09, 13.39' RT 41.47' 28.52' 13.37' 29.84' a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c APPROVED FOR CONSTRUCTION CITY OF RENTON DATE ly N0. f7a9F 1061 HEIGHT DETECTION ELEVATION DESIGNED: S.TU Omm: Y.JIANG CHECKED: K.LINTS APPROVED: BY DATE APPR R. MEYER SCKE: VONDN.T.S. HORIZTH- 190, O DATUM NIATNESCALE IF NOT ONE INCH SfuF ACCORDINGLY I EXISTING 6" WATER LINE I EASTT SIDE OF STRUCTURE SHAFT (TYP.) SEE DWG ST03 D- 342622 NOTES: 1. FOR GENERAL NOTES, SEE SHEET ST01 2. FOR CURB FACE DETAILS SEE DWG ST01 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlE DBOON: A CITY OF PHASE 1 PAGE RENTON SHATTUCK AVE S STORMWATER BYPASS DMMNG NO: Public Works Dept. HEIGHT DETECTION WARNING SYSTEM ST02 FED AID NO.: ARRA- 0167(044) PLAN AND ELEVATION ISHEET.99 OF-' 48 is —c6a D- 1217131412 6 C0O F- U) Ch ANCHOR ROD - 1 "0 x 4' -4" LONG THREADED ROD WITH 2 WASHERS AND 4 HEAVY HEX NUTS (TYP.). THREAD EACH END 14 ". GALVANIZE ANCHOR ROD ENTIRE LENGTH. n n D- 0 < h N ¢ Q _I J U a 0 U) II o a Iw In NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B Xa POST 5 #5 2 #5 2F-11 #4 (TYP.) CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS T TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 CONSTRUCTION JOINT W /ROUGHENED SURFACE SHAFT ELEVATION CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1' -3" CLr N N u CE POST 0 I U a- N LENGTH L 0 a O ao 0 O 1 O LV) 0 U JQ W W aInU Z0 a E I NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING FOUNDATION INSTALLATION. B Xa POST 5 #5 2 #5 2F-11 #4 (TYP.) CAP OF ONE FOUNDATION MAY BE PLACED WHILE SIGN STRUCTURE IS T TEMPORARY SUPPORTED IN PLACE SEE ANCHOR DETAIL 1 CONSTRUCTION JOINT W /ROUGHENED SURFACE SHAFT ELEVATION CASE THE EXCAVATION AND USE TREMIE WHEN WATER IS PRESENT 1' -3" CLr N N u CE POST 0 WELD DIMENSIONS S E LENGTH L 4 ao 0 U 1 0 a 0 0a E I a i N I0 0 0 9 (10 BARS TOTAL) 0" D SHAFT SPIRAL BAR 1 a SHOP WELD 1 1/16" 0 HOLE (TYP.) 3/8" THICK R (ASTM A36) ANCHOR DETAIL 1 0 a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c c I i+ ALTERNATE HOOKS EVERY OTHER BAR n„ CAP EACH LENGTH OF " CE POST 4" CHAMFER (TYP.) 5 0 9 (10 BARS TOTAL) 5 (TYP.) F--1 4 TOTAL 4 (TYP.) AT EACH CORNER SECTION OR FIELD WELD OR S(E SHOP WELD WELDING SHALL MEET THE REQUIREMENTS OF STD. SPEC. 6- 02.3(24)E FOR WFI D DIMENSIONS. SFF TART F RFI OW. DEFORMED BAR WELD DIMENSIONS S E LENGTH L 4 WELDED LAP SPLICE DETAIL q I CITY OF RENTON to( rot I NO. I REVISION D GROUND LINE 0 STEEL CONDUIT 3 WRAPS OF SPIRAL SPIRAL BAR NOTE: USE A TEMPLATE TO LOCATE AND SECURE BOLTS IN PLACE DURING AFOUNDATIONINSTALLATION. ANCHOR ROD-2"O X 4' -4" LONG THREADED ROD WITH 2 WASHERS F5 #6 ©12" AND 4 HEAVY HEX NUTS (TYP.) x F4 #6 © 12" THREAD EACH END 8" GALV. N a ANCHOR ROD ENTIRE LENGTH F9 #6 F3 #8TT II = II y SLOPE TO MATCH ROADWAY CAP EACH END 1 1Y2" DIAM. STEEL CONDUIT F10 #6 n 3" WELDED SPLICE AT END OF SPIRAL SPIRAL TERMINATION DETAIL S.TU DRAWN: Y.JIANG CHECKED: K.LINTS APPROVED: BY DATE APPR R. MEYER LC C\ 1/2" PREMOLDEE JOINT FILLER REINFORCED CONCRETE PAVEMENT SURFACE, wi- NTS veRnca: rvAw ,se HORIZONTPL NAD 1983 DATUM ONE INCH I AT FUGU $CAIE I IF NOT ONE INCH SC ACCORDINGLY II II II II II I II II tom SEE ANCHOR DETAIL 2 I I III I I II II II F3 #8 TT411 a 'w-4F— F1 #6 AND F2 #6 , 14 SPA. @ 6" 12" F1 6 TOP & BOT. SECTION25" ST01 AND F2 #6 @ 12" I (TOP & E D- 342623 2 1/4" 0 HOLE (TYP.) T (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 2" MIN. 4" MAX II II II 1.1 II II II I'1 1' -6" MIN. EMBEDMENT I L _ 141, _j±1a sy CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) TOP OF CURB HMA PAVEMENT — SURFACE F2 #6 F D ALT. HOOK DIRECTION F9 #6 (TYP. E.S.) 2" CLR (TYP.) F1 #6 U a F3 #8 7 SPA. ©1' -1" MAX. = 7' -6" TOP AND BOT. ASECTION RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S'STORMWATER BYPASS FOUNDATION DETAILS ST03 tea; .; 3+a a lol - 1217131412 N v W ao U 1 a AND F2 #6 @ 12" I (TOP & E D- 342623 2 1/4" 0 HOLE (TYP.) T (ASTM A36) ANCHOR DETAIL 2 ANCHOR ROD F3 #8 2" MIN. 4" MAX II II II 1.1 II II II I'1 1' -6" MIN. EMBEDMENT I L _ 141, _j±1a sy CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) TOP OF CURB HMA PAVEMENT — SURFACE F2 #6 F D ALT. HOOK DIRECTION F9 #6 (TYP. E.S.) 2" CLR (TYP.) F1 #6 U a F3 #8 7 SPA. ©1' -1" MAX. = 7' -6" TOP AND BOT. ASECTION RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S'STORMWATER BYPASS FOUNDATION DETAILS ST03 tea; .; 3+a a lol - 1217131412 LO F- U 0 v TYP 0 I000 YI0 i a I 0 A goo — 030 E O n 0 0 5 1/2" 1' -4" POST 5 1/2" 5/ 6 c I 3" 10 Y2" SECTION POST 10 Y2" 3" 2 1/4 "0 HOLE FOR POST awm I NOTE: DIAGONAL NOT SHOWN 1 STIFFENER R 3/8ZPOST 9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 3" RADIUS AT CORNERS (TYP.) 4" 0 DRAIN HOLE- — TTOM FLANGE ONLY I CLIP 3/8" STIFFENER PLATES AT RADIUS (TYP.) SECTION F ANCHOR ROD (TYP.) C - - - - - -- ---- - - ---- T - -- --------- - - -- T N 1/4 \ I H 6 "0 HANDHOLE F1 SEE DETAIL B ON I yo DWG ST07 a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c APPROVED FOR CONSTRUCTION CITY OF RENTON vn&J TIFFENER 3/4 / EDGES TO FIT) Ys" MAX. REINF. LJ I I \ II F I 1 I I I I TIFFENER 3/8--/ 4' I I I I I I CL 3/4" 0 DRAIN HOLE I I I I I I I * MT & VT © ROOT PASS 100% COVER PASS 100% I I I I I 1/2" j t 1 /2 "- I A I NO. I REVISION 1' -4" DESIGNED: S.TU DRAWN: K.MCBRIDE CHECKED: K.LINTS APPROVED: BY DATE APPR R. MEYER M ONE INCH IIATFlSCALE IF NOT ONE INCH SCPl£ ACCORDINGLY i POST IFFENER 3/4 STIFFENER 3/4 STIFFENER R 3/8 BEAM DETAIL r' ST06 SIM STIFFENER 3/8 OST DETAIL Prf"2 6 "DIAM. HANDHOLE CENTERED OVER NEMA TERMINAL CABINET ST 0661M 1/4" DETAIL 1' -4 "(H) x 1' -0 "(W) x 8 "(D) STAINLESS STEEL NEMA 3R TREMINAL CABINET 0 w0 z w c3 o F- Uwzz m U QU r N T 3/8 "0 LOCK WASHER LOCK NUT (4 TYP.) GAP W/ /4" THICK NYLON BUSHING WASHER FOR SPACER (TYP.) IF NO OTHER HAND HOLE IS WITHIN 1' -6" OF CABINET IMPROVEMENTS PROJECT FIQD K: 61 _ CITY OF PHASE 1 PAGE RENTON SHATTUCK AVE S STORMWATER BYPASS DPRMNG N0: Public Works Dept. STEEL CONNECTION DETAILS ST05 OF-'4AIDNO.: ARRA- 0167(044) 1 OF 3 SHm' -25 DF N I ANCHOR 1/2" X 1" BASE R DRAIN Q I SLOT (TYP.) Lim I I N 2 STIFFENER I TYP.) Ir N 5/ 6 c I 3" 10 Y2" SECTION POST 10 Y2" 3" 2 1/4 "0 HOLE FOR POST awm I NOTE: DIAGONAL NOT SHOWN 1 STIFFENER R 3/8ZPOST 9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 3" RADIUS AT CORNERS (TYP.) 4" 0 DRAIN HOLE- — TTOM FLANGE ONLY I CLIP 3/8" STIFFENER PLATES AT RADIUS (TYP.) SECTION F ANCHOR ROD (TYP.) C - - - - - -- ---- - - ---- T - -- --------- - - -- T N 1/4 \ I H 6 "0 HANDHOLE F1 SEE DETAIL B ON I yo DWG ST07 a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c APPROVED FOR CONSTRUCTION CITY OF RENTON vn&J TIFFENER 3/4 / EDGES TO FIT) Ys" MAX. REINF. LJ I I \ II F I 1 I I I I TIFFENER 3/8--/ 4' I I I I I I CL 3/4" 0 DRAIN HOLE I I I I I I I * MT & VT © ROOT PASS 100% COVER PASS 100% I I I I I 1/2" j t 1 /2 "- I A I NO. I REVISION 1' -4" DESIGNED: S.TU DRAWN: K.MCBRIDE CHECKED: K.LINTS APPROVED: BY DATE APPR R. MEYER M ONE INCH IIATFlSCALE IF NOT ONE INCH SCPl£ ACCORDINGLY i POST IFFENER 3/4 STIFFENER 3/4 STIFFENER R 3/8 BEAM DETAIL r' ST06 SIM STIFFENER 3/8 OST DETAIL Prf"2 6 "DIAM. HANDHOLE CENTERED OVER NEMA TERMINAL CABINET ST 0661M 1/4" DETAIL 1' -4 "(H) x 1' -0 "(W) x 8 "(D) STAINLESS STEEL NEMA 3R TREMINAL CABINET 0 w0 z w c3 o F- Uwzz m U QU r N T 3/8 "0 LOCK WASHER LOCK NUT (4 TYP.) GAP W/ /4" THICK NYLON BUSHING WASHER FOR SPACER (TYP.) IF NO OTHER HAND HOLE IS WITHIN 1' -6" OF CABINET IMPROVEMENTS PROJECT FIQD K: 61 _ CITY OF PHASE 1 PAGE RENTON SHATTUCK AVE S STORMWATER BYPASS DPRMNG N0: Public Works Dept. STEEL CONNECTION DETAILS ST05 OF-'4AIDNO.: ARRA- 0167(044) 1 OF 3 SHm' -25 DF TYP. CIDO U) 6 U 3 O n 0OO0 0 Q 0 0 00 a3aE 0 I DETAIL STO2 P.) FF 3" 11" 3" CE POST N 2 1/2 "0 HOLE a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c 3" 1 1/16 "0 HOLE FOR ANCHOR ROD (TYP.) 11" 3" SECTION 1 * ST05 7SIM. POST 6„ G 1 — z -------- - - - - -- - -- F i , I in-- ----- - - - - -- - - - -- LI 3 "x6" HAND HOLE SEE DWG ST07 (TYP.) ( 2 ST05 SIM. I I I 4» 1/2" h CL 1/2" 4 DRAIN HOLE I ( I I I 3/81, j— ( j 3/8" * MT & VT © ROOT PASS 100% & COVER PASS 100% 6" APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. 1r c31 - POST DETAIL a ST 02 2Y2 "O HOLE 1/2" 0 DRAIN HOLE BOTTOM FLANGE ONLY SECTION SIGN r y2 »0 BOLT TRAFFIC DIRECTION M SECTION m HSS BEAM ANGLE (TYP.) min —n —ni vG1t114 HAW 19M DESIGNED: NTS HORIZOWAL NAD 1983/1991 S.TU A CITY OF Y RENTONJIANGDATUM CHECKED: ONE Public Works Dept. K.LINTS AT FlILL s IF NOT ONE INCH APPROVED: SCAT£ ACCORDINGLY FED AID NO.: ARRA- 0167(044) BY DATE APPR R. MEYER L/L_Ir1IL- H ST01 D= 342626 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlE D900K: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: STEEL CONNECTION DETAILS ST06 20F3 G IDI - 1217131412161 I I BASE STIFFENER TYP.) M 2 1/2 "0 HOLE a DMJM HARRIS ( AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c 3" 1 1/16 "0 HOLE FOR ANCHOR ROD (TYP.) 11" 3" SECTION 1 * ST05 7SIM. POST 6„ G 1 — z -------- - - - - -- - -- F i , I in-- ----- - - - - -- - - - -- LI 3 "x6" HAND HOLE SEE DWG ST07 (TYP.) ( 2 ST05 SIM. I I I 4» 1/2" h CL 1/2" 4 DRAIN HOLE I ( I I I 3/81, j— ( j 3/8" * MT & VT © ROOT PASS 100% & COVER PASS 100% 6" APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. 1r c31 - POST DETAIL a ST 02 2Y2 "O HOLE 1/2" 0 DRAIN HOLE BOTTOM FLANGE ONLY SECTION SIGN r y2 »0 BOLT TRAFFIC DIRECTION M SECTION m HSS BEAM ANGLE (TYP.) min —n —ni vG1t114 HAW 19M DESIGNED: NTS HORIZOWAL NAD 1983/1991 S.TU A CITY OF Y RENTONJIANGDATUM CHECKED: ONE Public Works Dept. K.LINTS AT FlILL s IF NOT ONE INCH APPROVED: SCAT£ ACCORDINGLY FED AID NO.: ARRA- 0167(044) BY DATE APPR R. MEYER L/L_Ir1IL- H ST01 D= 342626 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlE D900K: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: STEEL CONNECTION DETAILS ST06 20F3 G IDI - 1217131412161 HB - HAND HOLE AS REQUIREDeSQUARE "U" BOLTU) HSS TUBE F7 I r STL WASHER TYP. r.r------ - - - - - -- I I L 6x2x3/6xO' -5 LLV STL WASHER TYP. L 6x3x3/8xO' -5 LLV - - -- I TYP. N1 7/8'0 BOLTS THREADS SHALL NOT EXTEND INTO THE FIRST TEFLON WASHER TEFLON WASHERS 48'0 U -BOLT TYP.) a I I I I 3" 3" I- 0 U -BOLT J L TILT SWITCH PROBE DETAIL SEE ELECTRICAL SHEETS 5" i CLAMP I' VIEW p ST02 030 0 0 a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 C 7/6 "0 HOLE (TYP.) DOUBLE NUT TIGHTEN NUTS BACK ON EACH OTHER SNUG TIGHT ALLOW SWING ARM MOVEMENT 0.093 "x6" FLAT SPRING STEEL (3 LAYERS) ILA U" CLIP SEE SECTION "D" Yz 0 BOLT THRU 3 -LAYER SPRING Fi PVC PIPE APPROVED FOR CONSTRUCTION CITY OF RENTON i 1 c 4 m I 1Y2" i 3" ,11Y2„ DETAIL ( 8, h n w SECTION E TILT SWITCH NOT - SHOWN FOR CLARITY riNm l w zQ SPRING STEEL 0 94 U -CLIP SEE SECTION "E" DOUBLE NUTS - THICKNESS Y2 "0 BOLT S.TU DRAWN: Y.JIANG CHECKED: K. LINTS APPROVED: BY DATE APPR R. MEYER SPACER R Y2x6x0' -10, SEE DETAIL e C BEAM SQUARE U -BOLT (%" 0) I T I Nil 6Y2" HANDHOLE DIAM. LOCATION HANDHOLE SIZE W R HEIGHT DETECTION 3" x 6" 6" 1Y2" WARNING SYSTEM SACRIFICIAL 6" g 6" 3" BEAM HSS BEAM w--------- - - - - -- ---- - - - - - --- -- - - - - -- J - T- Z R/ TILT PROBE SWITCH SEE ELECTRICAL SHEETS 6 -Y4" COVER SCREWS (TYP.) EQUALLY SPACED AROUND TYP. 3 SIDES) HAND HOLE, DRILL & TAP Y4 BEAM i I i ( I I I I IL' 1x5x6' -43/s Y TYP. Y4 7.5" SECTION A I HANDHOLE DETAIL Y4" COVER P TRAFFIC DIRECTION W/ )'8"A /8" NEOPRENE H HOLE GASKE EXCEPT AT I OF BEAM 3/6" THICK STEEL PIPE CLAMP (TYP.) SCALE NTS VERTICAL HAW 1988 HORIZONTAL NAD 1883/1891 CITY OF RENTON DATUM Public Works Dept. AT NIN IF NOT ONE INCH C ACCORDINGLY FED AID NO.: ARRA- 0167(044) SECTION D- 342621 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FlE DEODK: PHASE 1 PAGE SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: STEEL CONNECTION DETAILS ST07 3 OF 3 sHm -'27 OF:46'',. I DI - 121713141216 T v I- 0 UI yi; Ln 000 0 Q 0 0 00 e 0 30 E 0 II I 1 BEGIN PROJECT BEGIN CONSTRUCTION SHATTUCK AVE 10 +23 SHATTUCK STA 10 +30 2J I I PLAN LEGEND In PROPOSED SIGN AND POST EXISTING SIGN AND POST SIGN INSTALLATION NOTE CONSTRUCTION NOTES: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS 2O 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD AlPLANM- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STD PLAN 109. 1& O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT3' -0" ON CENTER, 1' -0" FROM FACE OF CURB 6O PAINT CURB REFLECTIVE YELLOW 7O SIGN TO INCLUDE YELLOW FLASHER rm GENERAL NOTES: 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NOT BE RE —USED. 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7' -0 "MINIMUM FOR ONE SIGN AND 6' -0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. 5. SEE DWG SG03 FOR SIGN INSTALLATION NOTES /DETAILS. OADD SINGLE SKIP YELLOW SHATTUCK STA. 10 +30, 0 SHATTUCK STA. 14 +60, 0 ADD SINGLE SKIP YELLOW SHATTUCK STA. 15 +10, 0 SHATTUCK STA. 17 +97, 0 SEE RENTON STANDARD P CENTER LINE FROM FT OFFSET TO FT OFFSET . CENTER LINE FROM FT OFFSET TO FT OFFSET. LANS 109. Al 20 4• D , ,,I ® SCALE IN FEET SUHVGTtU: OAI : a W. M RAINIER AVE S (SR 167) oF FrF APPROVED FOR CONSTRUCTION scuE ERRC NAVD 1988 IMPROVEMENTS PROJECTDESIGNED: 1 =20 HOR20NTAl NPD 1983/1991 FlEIDBDON: DMJM HARRIS I AECOM R.O'BRIEN 3 CITY OF PHASE 1 FACE: 10900 NE 8TH STREET, SUITE 750 lG < DuwN: RENTON SHATTUCK AVE S STORMWATER BYPASS DFA NG NO: BELLEVUE, WASHINGTON 98004 ooze99e ¢ kA 2 R.O'BRIEN DATUM O.N R``xrsxeR eww CITY OF RENTON DATE CHECKED: ONE I I Public Works Dept. SIGNING AND STRIPING PLAN SGO1PHONE: (425) 454 -5600 FAX: (425) 454 -0220 Fs3roNAL dot A. LASZLO AT Fl SCIUn 9IF N ACCORDINGLY STA 10 +00 TO STA 13 +50ADDENDUMNO. 3 YD 07/09 AF1191ED: FED AID NO.: ARRA- 0167(044) snEEr.28 oF:4g NO. REVISION BY DATE I APPR R.MEYER mommums NO 1_ Y 3 Os 0 00 0 a' i 0 00 r 03O 00 j DMJM HARRIS I AECOM i 10900 NE 8TH STREET, SUITE 750 o I BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N I SECT.18 T.23N. R.5E. W.M. 1 0 Al O 17 +00 LLJ Z J _ U H (_0+ Q i I 1 S. 6TH __ STA 60 +32 TTH 2 I i PLAN LEGEND ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NOT BE RE —USED. F PROPOSED SIGN AND POST 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE EXISTING SIGN AND POST NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. SIGN INSTALLATION NOTE 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7' -0 "MINIMUM FOR ONE SIGN AND 6' -0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. 5. SEE DWG SG03 FOR SIGN INSTALLATION NOTES /DETAILS. CONSTRUCTION NOTES: T1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS 2T 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT AlMARKINGSPERRENTONSTDPLAN109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT3' -0" ON CENTER, 1' -0" FROM FACE OF CURB O6 PAINT CURB REFLECTIVE YELLOW T7 SIGN TO INCLUDE YELLOW FLASHER OADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10 +30, 0 FT OFFSET TO SHATTUCK STA. 14 +60, 0 FT OFFSET . Al ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 15 +10, 0 FT OFFSET TO SHATTUCK STA. 17 +97, 0 FT OFFSET. SEE RENTON STANDARD PLANS 109. D= 342629 20 0 20 40 SCALE IN FEET Qm iC7\ APPROVED FOR CONSTRUCTION DESIGNED: SCALE: 1" =20- HORZOIR'AAA HAD 11M /1991 IMPROVEMENTS PROJECT no.DBOOK: Y.JIANG s' CITY OF PHASE 1 PAGE: 4Z4 i., DRAWN: Y.JIANG RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N0: CITY OF RENTON DATE CHECKED: ° "i E INCH --' Public Works Dept. SIGNING AND STRIPING PLAN SG02A.LASZLO Al ONE INC STA 13 +50 TO STA 17 +50IFNOTTONEINCH ADDENDUM N0. 3 YD 07/09 SHEEt:29 OF:481DPPPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER MO 0 U) H 030E 0 BEGIN 5 STA 17 +97.00 cal END STA 18 +56:0050II , S LINE 2TA100 +51 O BEGIN 23 3 STA 18 +56.00 R -40' BEGIN p S LINE W 20 STA_ 10 W 5 O 9 Q 9 20, 14 Ia— 6 O 11 W STA 18 +50- Z - 2 . 12 0 END Q 3 HOUSER WAY SSTA50 +26.88 ! R =40' , A\ 7 C" . SIGN SPECIFICATIONS/ROADSIDE SIGN ' \` SECT. 18 T.23N. R.5E. W. M. CD U1 U7 ° 3 A Z 22 Z S!4TH PL. 2STA39 +57 2 BEGIN 3264S.4TH PL. 2 13 17 O7 4 END S LINE STA 39 +75.34, R =40' SHATTUCK STA 23 +00 4 STA 102 +57.61 1 0 +51.70 16 ,.: STA 21 +83 D 3 52A22 +3 - I\IrG p +00 20' 102 90.3 13' 20 +?0 - s LINE 2 o z21 00 SHATTUCK AVE. 8 23 +0C j STA- 102 +59 615 8e° 19 - END 3 STA121 +81.00 STA5 21 +81.00 3 R =40' HOUSER WAY s 2 GENERAL NOTES: LEGEND STA 50 +42 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. F PROPOSED SIGN AND POST PLAN 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN EXIST L SIGN STREET STATION &OFFSET SIGN CODE POST POST SIZE (INCH) SIGN CLEARANCE REMARKSN0. NUMBER MATERIAL V min (FT) W min (FT) 1 SHATTUCK AVE STA 18 +50, 23' RT R1 -1 WOOD 4X4 7 - - - - -- 2 S LINE STA 100 +51.82, 15.25' LT R1 -1 WOOD 4X4 7 - - - - -- 3 HOUSER WAY S STA 50 +40, 9' LT R1 -1 WOOD 4X4 7 RELOCATED SIGN 4 S 4TH PL. STA 39 +55.74, 20.23' RT R1 -1 WOOD 4X4 7 RELOCATED SIGN 5 SHATTUCK AVE STA 21 +92, 25' LT R1 -1 WOOD 4X4 7 RELOCATED SIGN 6 SHATTUCK AVE STA 21 +11, 2.50' RT R1 -1 WOOD 4X4 7 RELOCATED SIGN 7 SHATTUCK AVE STA 10 +38, 25' LT R1 -1 WOOD 4X4 7 RELOCATED SIGN 8 SHATTUCK AVE STA 21 +83, 4' LT R4 -302 MOD B WOOD 6X6 7 - - - - -- 9 SHATTUCK AVE STA 18 +50, 0' RT R4 -302 MOD B WOOD 6X6 7 - - - - -- 10 S LINE STA 102 +60, 13' LT R4 -302 MOD A WOOD 6X6 7 -- 11 S LINE STA 100 +50, 6' RT W12 -2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 12 SHATTUCK AVE STA 17 +90, 20' RT MOD R7 -301 WOOD 4X4 7 13 S LINE STA 101 +18.94, 5' LT W12 -301 METAL SACRIFICIAL BEAM SEE DWG ST01 14 S LINE STA 100 +75.24, 5' RT W12 -301 METAL SACRIFICIAL BEAM SEE DWG ST01 15 S LINE STA 100 +70, 13' RT R2 -1 WOOD 4X4 7 16 S LINE STA 101 +28, 12' LT R2 -1 WOOD 4X4 7 17 S LINE STA 101 +40.2, 17' LT W12 -2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 18 S LINE STA 100 +53, 17' RT R4 -302 MOD A WOOD 6X6 7 19 HOUSER WAY S. STA 50 +27, 14' LT R4 -302 MOD C WOOD 6X6 7 20 SHATTUCK AVE STA 18 +50 0' RT R4 -7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #9 21 SHATTUCK AVE STA 21 +85, 4' LT R4 -7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #8 22 S. 4TH PL. STA 39 +25, 25' RT R4 -302 MOD C WOOD 6X6 7 23 SHATTUCK AVE STA 17 +97, 19' LT MOD R7 -301 WOOD 4X4 7 24 SHATTUCK AVE STA 16 +32, 20' RT 8' -6" CLR. WOOD 4X4 REMOVE EXISTING SIGN AND POST 25 — — — — — — NOT USED 26 S LINE STA 102 +55, 16' LT EXISTING WOOD 4X4 REMOVE EXISTING SIGN AND POST 0 M DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NG SIGN AND POST NOT BE RE —USED. SIGN INSTALLATION NOTE 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7' -0 "MINIMUM FOR ONE SIGN AND 6' -0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. CONSTRUCTION NOTES: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS O2 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD Q PLAN M- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT QMARKINGSPERRENTONSTDPLAN109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT3' -0" ON CENTER, 1' -0" FROM FACE OF CURB 6O PAINT CURB REFLECTIVE YELLOW OSIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M- 20.10 -01 APPROVED FOR CONSTRUCTION SCALE: VERTICAL: MAW 83/1DESIGNED: 1 =20 HORIZOMPL NAD 1983/1991 Y.JIANG d5 - CITY OF DRAWN: RENTONQY.JIANG DATUM CITY OF RENTON DATE CHECKED: A.LASZLO INH. Public Works Dept. AT DNe C FT u- E IN. E IF NOT ONE NCH Q ADDENDUM NO. 3 YD 07/09 APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER 9 ADD SINGLE SKIP YELLOW CENTER LINE FROMSHATTUCKSTA. 10 +30, 0 FT OFFSET TO Q SHATTUCK STA. 14 +60, 0 FT OFFSET. ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA, 15 +10, 0 FT OFFSET TO SHATTUCK STA. 17 +97, 0 FT OFFSET. SEE RENTON STANDARD PLANS 109. I 20 0 20 40 "' SCALE IN FEET I' RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT M ODK: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: SIGNING AND STRIPING PLAN SG03 STA 17 +50 TO STA 22 +33 SHEET:30 OF. 48 Qb :4 31-114, D- 273426 0 M DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NG SIGN AND POST NOT BE RE —USED. SIGN INSTALLATION NOTE 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7' -0 "MINIMUM FOR ONE SIGN AND 6' -0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. CONSTRUCTION NOTES: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS O2 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD Q PLAN M- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT QMARKINGSPERRENTONSTDPLAN109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT3' -0" ON CENTER, 1' -0" FROM FACE OF CURB 6O PAINT CURB REFLECTIVE YELLOW OSIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M- 20.10 -01 APPROVED FOR CONSTRUCTION SCALE: VERTICAL: MAW 83/1DESIGNED: 1 =20 HORIZOMPL NAD 1983/1991 Y.JIANG d5 - CITY OF DRAWN: RENTONQY.JIANG DATUM CITY OF RENTON DATE CHECKED: A.LASZLO INH. Public Works Dept. AT DNe C FT u- E IN. E IF NOT ONE NCH Q ADDENDUM NO. 3 YD 07/09 APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER 9 ADD SINGLE SKIP YELLOW CENTER LINE FROMSHATTUCKSTA. 10 +30, 0 FT OFFSET TO Q SHATTUCK STA. 14 +60, 0 FT OFFSET. ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA, 15 +10, 0 FT OFFSET TO SHATTUCK STA. 17 +97, 0 FT OFFSET. SEE RENTON STANDARD PLANS 109. I 20 0 20 40 "' SCALE IN FEET I' RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT M ODK: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: SIGNING AND STRIPING PLAN SG03 STA 17 +50 TO STA 22 +33 SHEET:30 OF. 48 Qb :4 31-114, D- 273426 tO 0 U) F- 03' o' O a N 0 CURB LANE L6" MIN. (TYP.) 1 o 8" (TYP.)- STRIPE 1---8" (TYP.) -OPEN I.-8" (TYP.)- STRIPE 7 CURB AND TIRE TRACKS CURB AND GUTTER (TYP) GUTTER TYPICAL 2 -LANE ROADWAY CONFIGURATION DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 1111 i APPROVED FOR CONSTRUCTION Ak—/ CITY OF • DATE NO. 30" 92LYM 1 R1 -1 SIGN N0. 1 -6 30" a FLASHER 8' -0" W12 -2 SIGN N0. 11 AND 17 12" mr MOD R7 -301 SIGN N0. 12 AND 23 VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS MUST TURN LEFT R4 -302 MOD C SIGN N0. 19 AND 22 m I= Y.JIANG DRAWN: Y.JIANG CHECKED: A.LASZLO PPPROVED: R.MEYER s ' NTS ONE INCH AT NILLSQUI IF NOT ONE INCH SCALE ACCORDINGLY 24" SPEED LIMIT R2 -1 SIGN N0. 15 AND 16 m VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS MUST TURN RIGHT R4 -302 MOD B SIGN N0. 8 AND 9 30" m 24" R4 -7 SIGN N0. 20 AND 21 s CITY OF DaruM "" RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) 60" W12- 301 SIGN N0. 13 AND 14 Glf-1 24" VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 109000 PR HIBITED R4 -302 MOD A SIGN N0. 10 AND 18 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SIGNING AND STRIPING DETAILS 30" mmwg SECT.18 T.23N. R.5E. W.M. MH2386 1 p 8 S D SD RIM -24.43 G G G G 1. IE -W -14.03 H2.106 ` L IE -E -14.08 W, 1 1 W 2 8238 8 1 o 41 3 N < C= 21.3 RIM -23.2 f N N7 MH2385 CU3B38 RIM -24.07 IE -NE =78.07 ZIE -W =77.87 - - - - -- IE -N =17.97 I ( I I I G , 'i G G G CB2306 H 0 RIM -24.31 RIM -25.17 IE -E -22.47 CTR. CHAN. IE -W -22.37 =15.16 EXTRUDED CURE 36 CB #2A E MH2307 C82308 RIM =25.78 RIM =24, THIS LINE IS CALLED UT AS IE -N =19.72 IE -21.7: PROPOSED TELE. DUC ON IE -NE =21.53 1987 SHATTUCK AVE. OUTH IE -S =19.59 INTERCEPTOR SEWER PANS. IE -W -20.97 I I 1 I ( I PLAN SCALE: 1" = 20' L OF ABANDONED MANHOLE G SS I'llI H J W, al 0 fam Ld Z J U Q CONSTRUCTION i I I 21 NOTES: i NEW 48" PSD TO EXISTING 21 i 3 CB #1A SMH #1 SEWER SERVICE TO NEW 8" PVC 4 SW 7TH AS- BUILTS) AND NEW 12 SO 1 AT EL. 19.87' CB2382RIM -23.46 4 30 AREA OF ABANDONED MANHOLE CONSTRUCTION REPLACE EXISTING WATER I -20.16 2383.89 O2 39 21 3 5 20 CS # 2i 12" CP PIS INSTALLATION BY CITY). IE RI PROTECT EXISTING METER AND 25 ADJUST MANHOLEOP CT CHAN. 10 27 MH2387 9 13.7 2 N REPLACE EXISTING WATER RIM =24.36 IE W =13.95 METER AND METER BOX SS IE 36" E, 24" In d. AVEL O7 8" PVC SSW,18 "EUN- EXISTING PIPE DEPTH PRIOR TO COORDINATE WITH COMCAST) CONSTRUCTION 1 AVAILABLEVAULTFLOOR Q RELOCATION (BY QWEST) n i _ SS SS - ELEV =13.05 4 AS LINE (COORDINATE O O WITH PSE; 36 REMOVED EXISTING BASIN* 10 UTILITY POLE RELOCATION 37 REMOVE EXISTING STORM DRAIN PIPE* BY PSE) CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* 11 THROUGH MANHOLE IN 14" STEEL 1 4. 15 -- REMOVE EXISTING MANHOLE * CASING. SEE DETAIL, DWG SD06. 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX TELEPHONE CONDUIT BURIED TELEPHONE (BT) SHOWN MAY COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, MH2386 1 p 8 S D SD RIM -24.43 G G G G 1. IE -W -14.03 H2.106 ` L IE -E -14.08 W, 1 1 W 2 8238 8 1 o 41 3 N < C= 21.3 RIM -23.2 f N N7 MH2385 CU3B38 RIM -24.07 IE -NE =78.07 ZIE -W =77.87 - - - - -- IE -N =17.97 I ( I I I G , 'i G G G CB2306 H 0 RIM -24.31 RIM -25.17 IE -E -22.47 CTR. CHAN. IE -W -22.37 =15.16 EXTRUDED CURE 36 CB #2A E MH2307 C82308 RIM =25.78 RIM =24, THIS LINE IS CALLED UT AS IE -N =19.72 IE -21.7: PROPOSED TELE. DUC ON IE -NE =21.53 1987 SHATTUCK AVE. OUTH IE -S =19.59 INTERCEPTOR SEWER PANS. IE -W -20.97 I I 1 I ( I PLAN SCALE: 1" = 20' L OF ABANDONED MANHOLE G SS I'llI H J W, al 0 fam Ld Z J U Q CONSTRUCTION NOTES: NEW 48" PSD TO EXISTING 21 CONNECT EXISTING SANITARYOCONNECT STORM VAULT AT EL. 14.45' (FROM SEWER SERVICE TO NEW 8" PVC SW 7TH AS- BUILTS) AND NEW 12 SO SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION REPLACE EXISTING WATERO2SERVICELINETOMAIN (PIPE AND 22 PLUG & ABANDON EXISTING SIDE INSTALLATION BY CITY). SEWER. RECONNECT TO NEW 8" SS PROTECT EXISTING METER AND 25 ADJUST MANHOLEOP 27 CONNECT NEW SANITARY SEWER LINETOEXISTINGSANITARYSEWER O REPLACE EXISTING WATER MANHOLE, RECHANNEL MANHOLEMETERANDMETERBOX BY CITY) 29 RELOCATE EXISTING BURIED CONNECT EXISTING STORM LINE TELEVISION (BTV) LINE ADJACENTO7TONEWCATCHBASIN, VERIFY TO EXISTING BURIED POWER EXISTING PIPE DEPTH PRIOR TO COORDINATE WITH COMCAST) CONSTRUCTION 30O TELEPHONE PEDESTAL ABANDON AND FILL EXISTING RELOCATION (BY QWEST) O8 STORM DRAIN PIPE DRAIN AS LINE (COORDINATEOWITHPSE; 36 REMOVED EXISTING BASIN* 10 UTILITY POLE RELOCATION 37 REMOVE EXISTING STORM DRAIN PIPE* BY PSE) CONSTRUCT 8" SANITARY SEWER 38 REMOVE ABANDONED SANITARY SEWER* 11 THROUGH MANHOLE IN 14" STEEL 39O REMOVE EXISTING MANHOLE * CASING. SEE DETAIL, DWG SD06. 12 PROTECT EXISTING BURIED 41 ADJUST VALVE BOX TELEPHONE CONDUIT BURIED TELEPHONE (BT) SHOWN MAY COORDINATE WITH QWEST) 44 NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 13 PROTECT EXISTING BURIED POWER LINE (COORDINATE WITH PSE) PROTECT EXISTING BURIED UTILITY REMOVALS PAID FOR BY 14 TELEVISION (BTV) LINE REMOVAL OF STRUCTURE AND COORDINATE WITH COMCAST) OBSTRUCTION ". 15 GAS MAIN RELOCATION (BY PSE) 19 BURIED POWER LINE RELOCATION BY PSE) 20 SEE SHEET SD04 FOR PROFILE 0 +00 1 +00 SEWER PROFILE 20 0 20 40 SCALE: H: 1" = 20' V: 1 " =10' SCALE IN FEET APPROVED FOR CONSTRUCTION SCALE VERTICAL: NAVD 1988 DMJM HARRIS ( AECOM Q W4 DESIGNED; DE9GNED HORIZONTAL HAD 1983/1991 CITY FK. SMITH 1 "= 20' 9 ra- CIT 1 OF 10900 NE 8TH STREET, SUITE 750 j DRAWN: P"NTON cnecrccDBELLEVUE, WASHINGTON 98004 " : EDRALIN DgTUM ONE INCH Public Works Dept. PHONE: (425) 454 -5600 FAX: (425) 454 -0220 OP yF CI Y of RENTON DATE M. DE LILLA AT FULL P SCALE °ACCORDIIINGLYVNQ1ADDENDUMNO. i MIRE 07/09 AIRS gppRDYEO: ONAL FED AID NO.: ARRA- 0167(044) 1 21 ZOd N0, REVISION BY DATE APPR K. SMITH HAIIVItI-{I/HVC b (bH l6 /) - - IMPROVEMENTS PROJECT F,ELDDDGrc, PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS GR WNG ND: STORM DRAINAGE & UTILITIES SD01 PLAN AND PROFILE STA 10 +00 TO 13 +50 SHEET: R2 OF Ly P I CA , 3 1DI- I2I71314I2 n I IE-NW=19.17 IF-N=21.41 9 STA 14+66,1 29.4'R 112111CB #5B TYPE 1 RIM=24.96 15 L.F. 12" CPEP SID S=1111 F 12" CPEP J 14 L.F. I II CPEP St 2 SECT.18 T.23N, R.5E. W.M. A 14 +83, 271'L 3B, TYPE (SOLID LID) A: 26.0 22.92 12" CI'EP(E) MH #3 CB #4 20 11 SS PVC I I I<-4) 20 CB #61 1 9)* BP 7 G G G G G G G v 6 wPVC 2" 27 w w w w 12 A N BT4 oti - c CB #51J z 44 CONC, SIDEWALK I 5 MAILBOX CB2163 C62,64 24.87 RIM =25.06 IE= 2 IE =23.96 THIS LINE IS CALLED OUT AS PROPOSED TELE. DUCT" ON s STA 14 +99, 29.8'R 36 1987 SHATTUCK AVE. SOUTH V / MH2192 CB #5C, TYPE 1 INTERCEPTOR SEWER PLANS, MH21 1 RIM -25.76 RIM: 24.8 8 1 IE -20.92 1IE =21.56 12" CPEP(SW) 3 CO 28 3 L.F. 12" CPEP SD S =0.737 I 1 Jiffs C IM M1 T It' O Ln 0 r LL1 z J U Q CONSTRUCTION NOTES: O2 REPLACE EXISTING WATERSERVICELINETOMAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATERMETERANDMETERBOX REPLACE EXISTING WATER O METER AND METER BOX BY CITY) INSTALL TRAFFIC RATED COVER O ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION OCONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION OABANDON AND FILL EXISTING STORM DRAIN PIPE OPROTECT GAS LINE (COORDINATE WITH PSE) 10 COORDINATE WITH PSE TORELOCATEORPROTECTEXISTING UTILITY POLE 11 CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) 20 SEE DWG SD04 -SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTINGSANITARYSEWERSERVICE 25 ADJUST MANHOLE 27 CONNECT NEW SANITARY SEWERLINETOEXISTINGSANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TOEXISTINGSTORMDRAIN STRUCTURE 32 ABANDON STORM DRAINMANHOLE 35 WARNING - UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. 36 REMOVE EXISTING CATCHBASIN* 37 REMOVE EXISTING STORMDRAINPIPE* 38 REMOVE ABANDONEDSANITARYSEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TOINTERCEPTEXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIREHYDRANT UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION ". ROSEWATER PROFILE D=342633 zo o zo 40 CLIENTS IPEOPLEIPERFORMANCE SCALE: H: 1" = 20' 1201 THIRD AVENUE, SUITE 1500 "— 1 SEArae, WASHI ecTaN MST 3033 V: 1 —10 SCALE IN FEET SURVEYED: RAINIER AVE S (SR 167) i APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NANO 1988 DMjM HARRIS AECOM Q WA DESIGNED: M% DESIGNED: 1 " =20' HORIZONTAL NAD 1983 /1991 IMPROVEMENTS PROJECT IELOSOOK K. SMITH c, } CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 DRAWN: .11 RENTON SHATTUCK AVE S STORMWATER BYPASS 6+,yyyy R. EDRALIN DATUM DRAwwc No: BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 ° 6seoe 410E CITY OF RENTON DATE NECKED: ON e INCn I Public Works Dept. STORM DRAINAGE &UTILITIES 5D02 AT NlL SCALEofM. DE LILLA NOT ONE .NCH PLAN AND PROFILE STA 13 +50 TO 17 +50ONALECIG )Q ADDENDUM NO. i WRE 0709 KRS nvaaoveO: SCALE ACCORDINGLY sHEEr: 33 or q8FEDAIDNO.: ARRA- 0167(044) 2i 2001 NO. REVISION BY DATE APPR K. SMITH D- 273426 ROPOSED AVEMENT LLIMITS, EE SHEET • P0P C2 : NO SS Q Q OO ® F 12" CPEP J 14 L.F. I II CPEP St 2 SECT.18 T.23N, R.5E. W.M. A 14 +83, 271'L 3B, TYPE (SOLID LID) A: 26.0 22.92 12" CI'EP(E) MH #3 CB #4 20 11 SS PVC I I I<-4) 20 CB #61 1 9)* BP 7 G G G G G G G v 6 wPVC 2" 27 w w w w 12 A N BT4 oti - c CB #51J z 44 CONC, SIDEWALK I 5 MAILBOX CB2163 C62,64 24.87 RIM =25.06 IE= 2 IE =23.96 THIS LINE IS CALLED OUT AS PROPOSED TELE. DUCT" ON s STA 14 +99, 29.8'R 36 1987 SHATTUCK AVE. SOUTH V / MH2192 CB #5C, TYPE 1 INTERCEPTOR SEWER PLANS, MH21 1 RIM -25.76 RIM: 24.8 8 1 IE -20.92 1IE =21.56 12" CPEP(SW) 3 CO 28 3 L.F. 12" CPEP SD S =0.737 I 1 Jiffs C IM M1 T It' O Ln 0 r LL1 z J U Q CONSTRUCTION NOTES: O2 REPLACE EXISTING WATERSERVICELINETOMAIN (PIPE AND INSTALLATION BY CITY) O3 PROTECT EXISTING WATERMETERANDMETERBOX REPLACE EXISTING WATER O METER AND METER BOX BY CITY) INSTALL TRAFFIC RATED COVER O ON METER BOX OPROTECT EXISTING 10" WATER MAIN, COORDINATE WITH RENTON WATER DEPARTMENT TO SHUT OFF MAIN DURING CONSTRUCTION OCONNECT EXISTING STORM LINE TO NEW CATCH BASIN, VERIFY EXISTING PIPE DEPTH PRIOR TO CONSTRUCTION OABANDON AND FILL EXISTING STORM DRAIN PIPE OPROTECT GAS LINE (COORDINATE WITH PSE) 10 COORDINATE WITH PSE TORELOCATEORPROTECT EXISTING UTILITY POLE 11 CONSTRUCT 8" SANITARY SEWER THROUGH MANHOLE IN 14" STEEL CASING. SEE DETAIL, DWG SD06 15 GAS MAIN RELOCATION (BY PSE) 20 SEE DWG SD04 -SD05 FOR PROFILE 23 PROTECT OR RELOCATE EXISTINGSANITARYSEWERSERVICE 25 ADJUST MANHOLE 27 CONNECT NEW SANITARY SEWERLINETOEXISTINGSANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TOEXISTINGSTORMDRAIN STRUCTURE 32 ABANDON STORM DRAINMANHOLE 35 WARNING - UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. 36 REMOVE EXISTING CATCHBASIN* 37 REMOVE EXISTING STORMDRAINPIPE* 38 REMOVE ABANDONEDSANITARYSEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. 46 FIELD LOCATE CB TOINTERCEPTEXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIREHYDRANT UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION ". ROSEWATER PROFILE D=342633 zo o zo 40 CLIENTS IPEOPLEIPERFORMANCE SCALE: H: 1" = 20' 1201 THIRD AVENUE, SUITE 1500 "— 1 SEArae, WASHI ecTaN MST 3033 V: 1 —10 SCALE IN FEET SURVEYED: RAINIER AVE S (SR 167) i APPROVED FOR CONSTRUCTION SCALE: VERTICAL: NANO 1988 DMjM HARRIS AECOM Q WA DESIGNED: M% DESIGNED: 1 " =20' HORIZONTAL NAD 1983 /1991 IMPROVEMENTS PROJECT IELOSOOK K. SMITH c, } CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 DRAWN: .11 RENTON SHATTUCK AVE S STORMWATER BYPASS 6+,yyyy R. EDRALIN DATUM DRAwwc No: BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 ° 6seoe 410E CITY OF RENTON DATE NECKED: ON e INCn I Public Works Dept. STORM DRAINAGE &UTILITIES 5D02 AT NlL SCALEofM. DE LILLA NOT ONE .NCH PLAN AND PROFILE STA 13 +50 TO 17 +50ONALECIG )Q ADDENDUM NO. i WRE 0709 KRS nvaaoveO: SCALE ACCORDINGLY sHEEr: 33 or q8FEDAIDNO.: ARRA- 0167(044) 2i 2001 NO. REVISION BY DATE APPR K. SMITH D- 273426 til I SECT.18 T.23N, R.SE. W.M. CONSTRUCTION NOTES: REPLACE EXISTING WATERIl \ (f) \ OO SERVICE LINE TO MAIN YD 36 REMOVE EXISTING CATCH 1 PIPE AND INSTALLATION BASIN BY CITY) 37 REMOVE EXISTING STORMIeulLSwcCB #9 20 43 \ \ MH2063 O DRAIN PIPE* MHSas \ RIM=28.31 O REPLACE EXISTING WATER PR"OPOSEiSPAVE ENT RIM =27.41 2 4 A00' Z METER AND METER BOXIFE =23.21 LIMITS, SEE SHEEN RP03 IF N =20.80 10 PVC SS E w =18.01 REMOVE ABANDONED N 48 \ IE NW= 22.35 CB #gq vD E —N =20.21 (BY CITY) 38 SANITARY SEWER* ioa 37 20 CB #8 w 39 MH842 18 42 0' cezoas O PROTECT EXISTING 8" 39 REMOVE EXISTING MANHOLE* 42D MO °: MH843 RiM =27 3 RIM -27.64 WATER MAIN 0 HAN. O B #7 _ \ 39 s s \ L =al =20.01 IE E_ .77 31 IE -28.10 CONNECT EXISTING STORM z 7 41 ADJUST VALVE BOXODRAINPIPETONEWCB, O CON SIDEWA — , — — 'C c. D B VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE /J —BOX Q CPEP S TO CONSTRUCTION 42 39 (COORDINATE WITH PSE AND o e ° O ABANDON AND FILL EXISTING QWEST) p s s Haaz - iz CONE. STORM DRAIN PIPE MH2127 10 55 AOAND. Q O 38 16 20 +43.07' r7 z C 15 25 1 24 °: 33 p 7 9 PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULTLIj Lij 12 13 3g 1e +oo w 38 41 a a7. 2a+ z1 +oo B #10 a O zz +oo o (COORDINATE WITH PSE) COORDINATE WITH (PSE) a° Pvc nP s 47 CB #9B $ M 1 8° Pvc 41 12 PROTECT EXISTING BURIED 44 BURIED TELEPHONE (BT) p c G 3 37 . O TELEPHONE CONDUIT O SHOWN MAY NOT EXIST. W W W C sf 25 " ' < °-- ---'" A W W W ( COORDINATE WITH QWEST} TELEPHONE IS OVERHEAD, BT T BT 6 MHZ77 VERIFY PRIOR TO o ao STEEL < INC MHZS 7 P 26 28 ° O 12 zo 4 r 13 PROTECT EXISTING BURIED CONSTRUCTION. CONC. o s O 7A ceQOSS or 41 C. POWER LINE (COORDINATE 41 N 7 ) a B ° ° ° 3 13 TUCK AVE. WITH PSE) 46 FIELD LOCATE CB TO I— — — 082263 — — — b 9z sx 6.5' 1 ON FENCE O INTERCEPT EXISTING STORM n 44 7 gym. E 14 PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING T MHZSa7 RIM= 27 18 CBZOSS CABLE TV CONDUIT O MH849 CPE Q RIM -29.57 RiM -27.15 MH841 41 RIM -27.73 Lv C82203 RiM -27.53 CO851 Z m: 04 4 c CTR. CHAN. IE N =24.28 RIM -28.08 49 IE -zs.8a (COORDINATE WITH 47 WARNING — SHALLOW z RtM =27.17 CTR. CHAN. RiM =26 9 ^' ° F' 4' - -_ =18.42 CTR. CHAN. tE E =20.23 18.85 COMCAST WATER MAIN IN THIS AREA 17.74 IE =2 . 8 \ O o ' zc ) IE =24.57 Z IE W =24.17 NTH CONTROL I f " S STRUCTURE B2095 ` 00 THIS LINE IS CALLED OUT AS 15 GAS MAIN RELOCATION (PSE) PROTECT POWER VAULT h36 37 CB #88 RIM=26, 0 tee\ RI "PROPOSED TELE. DUCT' ON 48 Q N 1807 sHATrucK AVE. SOUTH Z O (COORDINATE WITH PSE) INTERCEPTOR SEWER PLANS. COORDINATE WITH VERIZON H2779 16 BUSINESS FOR RELOCATION OF 49 PROTECT EXISTING 3" DIARIMCHA \ C R. CHAN. EXISTING FIBER OPTICS LINES CITY CONDUIT (COORDINATE 18.00 Y 17 COORDINATE WITH ALLSTREAM WITH CITY) FOR RELOCATION AND INSTALL 18" OVERFLOW o PROTECTION OF EXISTING 51Zv RISER AND SHEAR GATE, FIBER OPTICS LINE SEE DETAIL ON PROTECT EXISTING AT &T FIBER SHEET SD07 ZL ROSEWATER CLIENTS I PEOPLEI PERFORMANCE 1201 THIsD AVE \UC, SUHF 1500 6 IIATn; VIACN WCip Ai ,1x I - ¢1111 PROFILE SCALE: H: 1" = 20' V: 1 " =10' D= 342634 2° 2° 4 SCALE IN FEET DM)M HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 R 3 W t / 2 A 33808 cz9 $Zys \ NAIL gppq APPROVED FOR CONSTRUCTION an of RENTON DATE SURVEYED: SCALE: 1" = 20' ONE VERTICAL: NAVD ,988 HORIZONTAL ND ,983 /199, DATUM i 1 CITY OF t RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS STORM DRAINAGE & UTILITIES PLAN AND PROFILE STA 17 +50 TO 22 +33 DESIGNED K. SMITH FIELDSOOK: PAGE: DR WN: R. EDRALIN DRAWING NO: SD03CHECKED: M. DE LILLA IFAT FULL SCALE ACCORDINGLYLADDENDUMNO. 1 WRE 07/09 KRS APPROVED: K. SMITH HE T. gq OF: NO. REVISION BY I DATE I APPR ch; DI 273421 30 25 20 15 10 0 oea nLe, rrnons c:an 11IUI SURVEYEO+ RAINIER AVE S (SR 167) Alli !. R. S APPROVED FOR CONSTRUCTION =DALE: VERTICAL: NAVD sae IMPROVEMENTS PROJECTDMJMHARRIS ( AECOM wAB'J DesIGrvEKSMITH VARIES NORIZONT ND 1983/1991 A _ CITY OF PHASE 1 PAGDaDD "' DRAWN rLL SHATTUCK AVE S STORMWATER BYPASS10900NE8THSTREET, SUITE 750 L/ I'NTON DRAwINC No: BELLEVUE, WASHINGTON 98004 u^''N Z R. EDRALIN DATUM p 3 p enECrcEO: ONE wc" Public Works Dept. PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °P i80808 CITY OF RENTON DATE LLSD E i P . STORM DRAINAGE &UTILITIES SD04 F M. DE ULLA IF NOT ONE INCH PROFILES AND SECTIONSFG PPROVED: SCALE ACCORDINGLY EE : 35NAtEN1QADDENDUMN0. 1 WRE 07/09 KRS FED AID NO.: ARRA- 0167(044) 2 NO. REVISION BY DATE I APPR K. SMITH 3 5 1 D- 27342E un uLe, meoxmc wx vnroi - wss RDROED' RAINIER AVE S (SR 167) 1 APPROVED FOR CONSTRUCTION SCALE VERTICAL: NAVD ,988 DMjM HARRIS AECOM .Q WA DESIGNED : VARIES DRrzDNrAL: NAD 1983 /1991 T T IMPROVEMENTS PROJECT FIELDBDDK:— r '$ y / K. SMITH QG- CIT 1 OF PHASE 1 PAGE: 10900 NE 8TH STREET, SUITE 750 DRAWN : RENTON SHATTUCK AVE S STORMWATER BYPASS --`A ND: BELLEVUE, WASHINGTON 98004 A 2 R. EDRALIN DATUM PHONE: (425) 454 -5600 FAX: (425) 454 -0220 APB 33 y80 C CITY OF RENTON DATE HeceED: ONE "C Public Works Dept. STORM DRAINAGE &UTILITIES SD SATACC R E PROFILES AND SECTIONSF \C\ M. DE IILLA IF NOT ONE INCHFONAIEN ADDENDUM NO. 1 WIRE 07/09 KRS PPeoveD: ueACCOemNCLr EE: o: 3FEDAIDNO.: ARRA- 0167(044) NO. REVISION BY DATE APPR K_ SMITH 3 q- 0-3G V L- J 8" DIA PVC SAN SEWER 48" DIA CPEP SO IE 15.46' 14" STEEL CASING 8" PVC IE 14.51' ENCASE 13 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING, SEE SSMH #1 48" DIA MANHOLE 14" STEEL CASING 8" PVC IE 14.55' 48" DIA`CPEP SD IE 15.46' TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS 8" DIA PVC SAN SEWER SHEET. CORE DRILL AND CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE. Z -1 - ----------------- FI 18" SS ij - -- MH2383, 48" DIA PLAN INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT II II II I II II IE 15.46' STANDARD SOLID LOCKING RING AND COVER RIM EL 23.9' FILL CB SUMP TO --- R'- -A bcu u IE OF 48" PIPE PCLFsY WITH CONCRETE / PROFILE SEE SHEET SD08 FOR TRENCH BACKFILL DETAILS C13 #1 DETAIL SCALE: 1"=4' ROSEWATER CLIENTS I PEOPLEI PERFORMANCE 120i -BIRD AVENUE. SCUP ISCO SEARiI.E, WASRINGTON "101 - 3033 WITH 14 " STEEL CASING v r l14" STEEL CASING 8" PVC IF 17.30' %- - SSMH #3, 48" MANHOLEI +I TYPE 2 CATCH BASIN 84" DIA J) `- 12" DIA CPEP SD EX 10 W 0 39.5' TO CROWN I FF ------ i CB #4A- u11 22" X 26" CONC INLET 14" STEEL CASING 48" CPEP SD 8" PVC IF 16.48' 1 1 N% IE = 16.33' I I if % I\ 18" SS R Ttt- ------------ - - - - - L MH2181 PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT T. 0. S. EX 10" WATER f 39" TO CROWNC) II II I STANDARD SOLID LOCKING RING AND COVER IE 12" 21.77' IIi IE 17.7' 8 "PVC WITH 14" STEEL CASING II PROFILE SEE SHEET SD08 FOR TRENCH BACKFILL DETAILS C13 #4 DETAIL SCALE: 1"=4' 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. PLACE END SPACER MAXIMUM OF ONE 1) FOOT FROM END OF CASING (TYP.) STEEL PIPE CASING MAXIMUM DISTANCE BETWEEN SPACERS _ SHALL BE SIX (6) FEET O.C. I 12" CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6" II it 12" ! L,,- IL1 SSMH #1 48" DIA MANHOLE 14" STEEL CASING 8" PVC IE 14.55' 48" DIA`CPEP SD IE 15.46' TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS 8" DIA PVC SAN SEWER SHEET. CORE DRILL AND CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE. Z -1 - ----------------- FI 18" SS ij - -- MH2383, 48" DIA PLAN INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT II II II I II II IE 15.46' STANDARD SOLID LOCKING RING AND COVER RIM EL 23.9' FILL CB SUMP TO --- R'- -A bcu u IE OF 48" PIPE PCLFsY WITH CONCRETE / PROFILE SEE SHEET SD08 FOR TRENCH BACKFILL DETAILS C13 #1 DETAIL SCALE: 1"=4' ROSEWATER CLIENTS I PEOPLEI PERFORMANCE 120i -BIRD AVENUE. SCUP ISCO SEARiI.E, WASRINGTON "101 - 3033 WITH 14 " STEEL CASING v r l14" STEEL CASING 8" PVC IF 17.30' %- - SSMH #3, 48" MANHOLEI +I TYPE 2 CATCH BASIN 84" DIA J) `- 12" DIA CPEP SD EX 10 W 0 39.5' TO CROWN I FF ------ i CB #4A- u11 22" X 26" CONC INLET 14" STEEL CASING 48" CPEP SD 8" PVC IF 16.48' 1 1 N% IE = 16.33' I I if % I\ 18" SS R Ttt- ------------ - - - - - L MH2181 PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT T. 0. S. EX 10" WATER f 39" TO CROWNC) II II I STANDARD SOLID LOCKING RING AND COVER IE 12" 21.77' IIi IE 17.7' 8 "PVC WITH 14" STEEL CASING II PROFILE SEE SHEET SD08 FOR TRENCH BACKFILL DETAILS C13 #4 DETAIL SCALE: 1"=4' 1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1' HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. 2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. 3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING INSTALLATION DETAIL ON THIS SHEET. 4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT PIPE. 5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY). 6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. PLACE END SPACER MAXIMUM OF ONE 1) FOOT FROM END OF CASING (TYP.) STEEL PIPE CASING MAXIMUM DISTANCE BETWEEN SPACERS _ SHALL BE SIX (6) FEET O.C. I 12" CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT SEAL END OF CASING WITH NEOPRENE CASING END SEALS (CASCADE END SEALS OR APPROVED EQUAL) CARRIER PIPE (PVC, SDR 35) CASING SPACERS CARRIER PIPE DIAMETER 6" 8" CASING DIAMETER 12" ! 14" MIN. CASING THICKNESS 0.25" 0.25' SPACER BAND WIDTH 8" 8" ANTICORROSION COATING THICKNESS: CASING - 12 MILS DFT NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING 'DURING INSTALLATION. SEWER CASING DETAIL NITS D- 342631 tiAIIVItF: AVt J kZjM 1l1RSVER "GAL: vE, 1 ,3 /1 IMPROVEMENTS PROJECTDM)M HARRIS I AECOM 1 APPROVED FOR CONSTRUCTION . ti Q Wqs DESIGNED. VARIES „ORIZONTPL: NAD 1983/1991 fIfL0800H: KSMITH ' , CITY OF PHASE 1 PAGE: DRAWN RENTON10900NE8THSTREET, SUITE 750 1 DATUM = SHATTUCK AVE S STORMWATER BYPASS oRAwNG N0: BELLEVUE, WASHINGTON 98004 %N ` R. EDRALIN PHONE: (425) 454 -5600 FAX: (425) 454 -0220 ° aaeoe CITY OF RENTON DATE CHECKED: ONE NCH E Public Works Dept. STORM DRAINAGE & UTILITIES S'D06 OF 's1> M DE LILLA ^ „OrONE O„ DETAILSL\ °G\ APPROVED: ACCORDINGLY MEET: 77 OF4jONAL '! FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE JAPPR K. SMITH C 'h- 34 L57 D- I 2 7 3 4 2 E N 12" DIA CPEP SD - - IE 20.00' \ CONNECT EXISTING 12" CONC SD (W) 11 I.E. ±22.92' _ CB #36 i j CB TYPE 1 12" CPEP SO IE = 22.92' 12" DIA CPEP SD — IE 19.28' i CB #3A 48" DIA CB TYPE 2 CONNECT EXISTING 12" CONC SO (W) I.E. ±20.07 I- I J II I L__J i -/ I CB2188 CATCH BASIN REMOVE) ROSEWATER CLIENTS I PEOPLEI PERFORMANCE 1a01 TN1a0 AVENUE, SUITE 1500 6 SEA rnE. e+ASluNCruN 98101 - 3033 DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 12" CPEP SD IE = 20.07' i 1 APPROX LOCATION ABANDONED SEWER MH PER RENTON AS -BUILT W -954 LJ 12" CPEP SD 48" CPEP SD j I I #5 ___ IE = 21.39' IE X116.28' 72" DIA CB I TYPE 2 I I CBS # 31 18" DIA QI SD 184' DIiA CB TYPE 2 IE 18.28' I 1 / 1 I i i e I I L MH2182 \ iI -h SANITARY SEWER t ^ fir - - - - 1_2'' SS - J -+- 18" PVC SS CROSSING, I I r _ - A (BELOW 18" DI SD) 1 3: 1 I I I I j N j 18" DI SD IE = 18.22' PROVIDE 30" KNOCKOUT 4" CEP SD FOR FUTURE. IE I= 16.28' CORE DRILL FOR 18" I I CONNECTION J APPROVED FOR CONSTRUCTION m DATE CB #3 & CB #5 DETAIL SCALE: 1"=4' Sk I I \ 16" C.I. W CROSSING, ABOVE 18" DI SD) zl I_ ADDENDUM NO. 1 WRE 107/091 KRS NO. I REVISION i BY DATE I APPR 12" CPEP SO IE = 21.39' 18" CPEP SO ZAIE = 18.22' 1_2"_C iP SD IE = 21.39' 12" CPEP SD IE = 19.63' A SCALE ACCORDINGLY VARIES K SMITH R. EDRALIN NOTES: 1. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 2. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE I.D. LESS ". 4. PROVIDE AT LEAST ONE 3 "x0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM S -0" VERTICAL SPACING) PIPE SUPPORT - 18" SHEAR GATE SEE RENTON STD PLAN 18" OVERFLOW RISER - B033 IE =22.46 CONNECT TO EXIST 18" SD TO WEST - - - - - - IE= 20._21 EXIST 12" FROM NORTH IE =17.65 L _ 48" TO SOUTH IE =16.81 84" CB TYPE 2 CLEANOUT PLATE WITH GASKET BOLTED TO FLANGE ON RISER BASE CB #10 DETAIL 0 SCALE: 1 " =4' D- 342638 RAINIER AVE S (SR 167) ORNTAL HAD 1983 /1991 IMPROVEMENTS PROJECT 4 CITY OF PHASE 1 RENTON SHATTUCK AVE S STORMWATER BYPASS DATUM Public Woks Dept. STORM DRAINAGE & UTILITIES FED AID NO.: ARRA - 0167(044) DETAILS 11 IOI- 1217131412 ON M DE LILLA AT FT ONEIFNOTONE INCH SCALE ACCORDINGLY D. K. SMITH NOTES: 1. METAL PARTS: CORROSION RESISTANT. NON- GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 2. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE I.D. LESS ". 4. PROVIDE AT LEAST ONE 3 "x0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM S -0" VERTICAL SPACING) PIPE SUPPORT - 18" SHEAR GATE SEE RENTON STD PLAN 18" OVERFLOW RISER - B033 IE =22.46 CONNECT TO EXIST 18" SD TO WEST - - - - - - IE= 20._21 EXIST 12" FROM NORTH IE =17.65 L _ 48" TO SOUTH IE =16.81 84" CB TYPE 2 CLEANOUT PLATE WITH GASKET BOLTED TO FLANGE ON RISER BASE CB #10 DETAIL 0 SCALE: 1 " =4' D- 342638 RAINIER AVE S (SR 167) ORNTAL HAD 1983 /1991 IMPROVEMENTS PROJECT 4 CITY OF PHASE 1 RENTON SHATTUCK AVE S STORMWATER BYPASS DATUM Public Woks Dept. STORM DRAINAGE & UTILITIES FED AID NO.: ARRA - 0167(044) DETAILS 11 IOI- 1217131412 SEE ROAINWA\Y y SECTIONS ON DWG RS01 —RS05 FOR PAVEMENT RESTORATION 8" TO 14" PIPE PIPE I.D. + 30" [8" & 12" DIA] PIPE I.D. X 1.5) 1 18" 1.30" DIA- FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING 8 " -30" SD & SS TRENCH CROSS- SECTION NTS SEE ROADWAY SECTIONS ON DWG RS01 —RS05 FOR PAVEMENT RESTORATION QUARRY SPALLS FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING 24" OVER EXCAVATION* UNSUITABLE SOILS ARE NOTED IN GEOTECHNICAL REPORT 48" SD TRENCH CROSS- SECTION NTS 1' MIN (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION MIN. 1' OVERLAP) Y SPALLS STRUCTURE FOUNDATION DETAIL NTS ROSEVVATER D=342639ICLIENTSPEOPLE1PERFORMANCEO1201THIRDAVENUE, SUIIE 1500 SEATTLE, GASHINGTON 98101 - 3033 R ° ° RAINIER AVE S (SR 167) CALL R' SM APPROVED FOR CONSTRUCTION SCALE- VERTICAL: NAVO 1988 IMPROVEMENTS PROJECTDM)M HARRIS I AECOM . DESIGNEDw / VARIES HORIZONTAL: HAD 1983/1991 CITY OF PHASE 1 FPAGE: K. SMITH i 1— O °" "" RENTON10900NE8THSTREET, SUITE 750 SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 ; EDanuN DATUM PHONE: (425) 454 -5600 FAX: (425) 454 -0220 sseoe CITY OF RENTON DATE ecrcEO: °N E Public Works DePC. STORM DRAINAGE & UTILITIES AT fT ONE DETAILS O,r- M. DE LILLA IF NOT oNE INCHFwINAL\G APPROVER SCALE ACCORDINGLY 39 OFQFEDAIDNO.: ARRA- 0767(044) 12l1DOp NO. REVISION BY DATE APPR K. SMITH L)`_0. t I D I -1217131412 CORRUGATED POLYETHYLENE— —, STORM PIPE] CPEP) 48" CONSTRUCTION GEOTEXTILE FOR SEPARATION MIN. 1' OVERLAP) QUARRY SPALLS FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING 24" OVER EXCAVATION* UNSUITABLE SOILS ARE NOTED IN GEOTECHNICAL REPORT 48" SD TRENCH CROSS- SECTION NTS 1' MIN (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION MIN. 1' OVERLAP) Y SPALLS STRUCTURE FOUNDATION DETAIL NTS ROSEVVATER D=342639ICLIENTSPEOPLE1PERFORMANCEO1201THIRDAVENUE, SUIIE 1500 SEATTLE, GASHINGTON 98101 - 3033 R ° ° RAINIER AVE S (SR 167) CALL R' SM APPROVED FOR CONSTRUCTION SCALE- VERTICAL: NAVO 1988 IMPROVEMENTS PROJECTDM)M HARRIS I AECOM . DESIGNEDw / VARIES HORIZONTAL: HAD 1983/1991 CITY OF PHASE 1 FPAGE: K. SMITH i 1— O °" "" RENTON10900NE8THSTREET, SUITE 750 SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 ; EDanuN DATUM PHONE: (425) 454 -5600 FAX: (425) 454 -0220 sseoe CITY OF RENTON DATE ecrcEO: °N E Public Works DePC. STORM DRAINAGE & UTILITIES AT fT ONE DETAILS O,r- M. DE LILLA IF NOT oNE INCHFwINAL\G APPROVER SCALE ACCORDINGLY 39 OFQFEDAIDNO.: ARRA- 0767(044) 12l1DOp NO. REVISION BY DATE APPR K. SMITH L)`_0. t I D I -1217131412 SECT.18 T.23N. R.5E. W.M. I 30 WRII 6.21 CHAN RIM -26.04 16.56 IE -E =16.36 ' =17.44 CTR. CHAN. MH2180RIM -26.09 CTR. CHAD. 17.83 2 3 STA 10 +4 25' LT ISTjA4+92, 26' LT 1 AREA OF ABANDONED MANHOLE 14+ 4, 21' LT H238 AREA OF ABANDONED MANHOLE CTR. CHAN. IM= .89 ._ r CT - F 97 m 1- AREA F ABAND. MANHOLES cl o Q N Q O O ___ __ Z _____ _ GRAVEL - O O N SIFEL PIPE 0. - Z - 01V4 tV SS SS S A Dom- 8 "(ABAND.) O ' CONSOY °tea DD i -1 WELL> WELL l -_.. __ SS__. _. _ SS - _.. _.. ._ JS FO G _ _ -G-- 9 .. _ a m S. O -_ 3 G v G 2 DE -V F -O G P c G 0 U FO FO FO . h MH218 ,soM2 a SS SS SS S S SS — is" ta" 7 S SS SS y MH2305 i 2.30 MN2181 SS13 +00 _ _ latoo STA 14 +04 10' LT 3 ss t6 LL] S SD D S - - iS 00 2 °GONG. 2 "GONG _ $ S 1 ONC. s •p c G G N G !—SG G N GN G G q G M G G G G G G G ^ o G t5 +oo G G z W vD4 w o w w w w w w w w w w w o w 1s " -w w w — _ 18 8 1 18 m 18 18 18 18 18 zs 18 — - vNi s CoNC _ ._- _. - t'S B BT W c.i Q STA 10 +45, 10' LT Eh T z N o l m I N F0 I THIS LINE IS CALLED CUT AS PROPOSED TELE. AVE. o 1987 SHATTUCK VE. 3OUTH I INTERCEPTOR SEWER P ANS. I I I Q0 I 30' 30' I ( n 2 t\ Tlopi BUILDING O0 3 STA 18 +90, 6 'YD o p STON LAWAY \I\ 30 \ W L p- MH843 SINC 1E 800 \ sal q E =28.01 ONE LANE 0 4. \ BP zp28 n IEIE= ROAD AHEAD 0' Q -- — — — — — — — • O -- PH8 —_ O - — Q F F CONC. EWALK N FO B BT 1, . a OD— ._ _ - -. SD ... _ -tea - N.* 10 D. Lx 10-SS (ABAND. ) - ..... SS SS D SIGN 12 CONC. 1 STO Q MH2127 20 +43.07 Ihy L-3WLL % Q PVC S 3 \ \ 20+ 21 +00 X22 + 00MH849 - - - _ 1 _ W G G G 17 GO G G G G `; ta" PVC p C'\ R 1 te° PVC z W W W W W W W W W P W. ° .. .. yy,. WJBBTBT8BT ' T BT 5 ( O \ I 'Il°EL INC H29 7a v P O . \1 O) U — Eb CONC. 0 za GONG, SIDEWALK N T %b4 B o- o o STREETSIGN 6.5 IRON FENCE N 3 STA 21 +17 6.5' RTL MH2987 CONSTRUCTION NOTES \ SE TI RN)P719.57 M., 16" WA A TR. CHAN. .08 18.42 HAN. 1 INSTALL 3 " SCH. 80 CONDUIT 2 CAP END OF CONDUIT \\ `Z STA 19+ \, T THIS LINE Is CALLED OUT AS PROPOSED TELE. DUCT" ON VP p \\ 1987 SHATTUCK 3 INSTALL WSDOT TYPE 8 JUNCTION BOX (LOCKING LID) MARKED COMM. INTERCEPTOR EWER PLANS. 4 REPLACE EX HANDHOLE WITH NEW TYPE 8 JUNCTION BOX IN NEW SIDEWALK \ \ \ Z MR ROSEWATER PLAN D- 342640 20 0 20 40 CLIENTS I PEOPLE IPERFORMANCE © SCALE: 1" = 20' 1201 THIRD ADENvT, "d! 1500 SEATTLE, WASAINCTON 98191 - 3033 SCALE IN FEET SURVEYED RAINIER AVE S (SR 167) - DMjM HARRIS I AECOM Qc WA APPROVED FOR CONSTRUCTION DESIGNED: SME 1" =20 HORZOTAL: NAD 193 /1991 IMPROVEMENTS PROJECT FIEL09ooK 4z K.SMITH .G CITY OF PHASE 1 PAGE 10900 NE 8TH STREET, SUITE 750 a.\ DRAWN: = 1 RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 M+ R. EDRALIN DATUM DRAWING ND: PHONE: (425) 454 -5600 FAX: (425) 454 -0220 A asaD CITY OF RENTON DATE HECNED: ONEEEDRALINATF" LLINCH - Public Works Dept. FIBER OPTIC PLAN SD09' Sfe" IF NOi ONEE INCH NALFN MPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044 SHEET: 40 OF:4 blit.ls.'1 NO REVISION BY DATE APPR K. SMITH 31ko IDI - 27342E T VJ 3 0 0 E 0 0 00ri I rn0 d' N CIA l \ HOUSER WAY S. CONSTRUCTION NOTES: OINSTALL NEW CITY STANDARD SERVICE CABINET FOR STREET CONTROL AND TRAFFIC SYSTEM WITH A PHOTO CELL. OREMOVE EXISTING CONDUIT DURING TRENCH OPERATION AND INSTALL NEW CONDUIT FROM POWER VAULT TO SERVICE CABINET. O INSTALL NEW TYPE 1 JUNCTION BOX. OINSTALL 2" PVC CONDUIT WITH 3 - #14 AWG AND 6 - #8 AWG CONDUCTORS. I J. V7T \ 7 \ PLAN SCALE: 1" = 20' OREMOVE EXISTING STREET LIGHT DURING TRENCH OPERATION AND RELOCATE AS REQUIRED WITH STREET CONSTRUCTION IMPROVEMENTS AND INSTALL PEC ON TOP OF POLE. OINSTALL 2" PVC CONDUIT WITH 2 - #8 AWG CONDUCTORS FROM RELOCATED STREET LIGHT TO JUNCTION BOX FOR STREET LIGHT PLUS 3 - #14 AWG FOR PEC. OEXISTING 2" CONDUIT SERVICE TO EXISTING SERVICE CABINET AT SHATTUCK AVE. AND S 4TH ST. 8O SEE DWG TS03 FOR SACRIFICIAL BEAMELECTRICALDETAILS. EXISTING ST. LIGHT TO REMAIN 1 -02 994 SHATTUCK AVE. O N 22 +00 SHATTUCK AVE. OSEE DWG TS02 FOR HEIGHT DETECTION WARNING SYSTEM ELECTRICAL DETAILS. 10 INSTALL 2" PVC CONDUIT WITH 6 - #8 AWG FOR HEIGHT DETECTION WARNING SYSTEM, FLASHING BEACONS AND UNDER STRUCTURE LIGHTING AND 1 - #8 AWG GROUND. 11 INSTALL 2" PVC CONDUIT WITH 4 - #8 AWG 2 - #8 POWER TO NORTH HEIGHT DETECTION WARNING SYSTEM AND 2 - #8 AWG TO WARNING LIGHTS ON BEAM AND RAILROAD STRUCTURE) AND 1 - #8 AWG GROUND. END PROJECT END CONSTRUCTION SHATTUCK AVE 22 +33 12 NOT USED. 13 INSTALL 2" PVC CONDUIT WITH 2 - #8 AWG FOR UNDER STRUCTURE LIGHTING AND WARNING LIGHTS AND 1 - #8 AWG GROUND. D , , , iii SCALE IN FEET DMJM HARRIS AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 w° WMF F Fe co y q 0029988 2hr DES L3T `G w9tONALE APPROVED FOR CONSTRUCTION CITY OF RE TON DATE CDR° 9 : 1 0 20 ONCE INCHLk D AL, 19M9 HOR20MAL: HA 1983/1991 DATUM A ,} CITY OF IL RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS TRAFFIC SYSTEM AND WARNING LIGHT SYSTEM DESIGNED D.BELLUOMINI FlEtDB00K: PAGE: DRAWN: Y.DARMAWAN DRAW NG No: 01CHECKED: J. KIM AT N u• IF NOT ONE INCH SCAT£ ACCORDINGLY1QADDENDUMNO. i YD 07 09 s "E T'41.0Fi4fAPPROVED: R.MEYERNO. REVISION BY DATE I APPR dt 34 U 41 1 DI 12171314121 N NO h ISU3 OLN U7 OO i ii r, i ric030E 0 A Al O A 1AIn a DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 c ELEVAT 10 N v vvu APPROVED FOR CONSTRUCTION CITY OF RENTON NO. DUCTORS IT CONDUCTOF TILT SA PROBE of SPRIN AjJ z ni- 0I DOUBLE NUTS y2 0 BOLT REVISION T" VITCH ENCLOSURE 1QUARE U -BOLT (3/8" 6) 1" NIPPLE FOR CONDUIT SS BEAM (TYP. AT HANGER) 1 x5x6' -43/8 FLASHING BEACON CONTROL IN NEMA 3R TERMINAL HANDHOLE ** CABINET TYP.) SEE ST07 SEE ST05 FOR NEMA 3R TERMINAL CABINET DETAILS SEE TS -03 FOR FLASHING BEACON WIRING DIAGRAM I—TILT SWITCH ENCLOSURE 11 3' -0" POST I WARNING LIGHT SEE TRAFFIC SYSTEMS ° HANDHOLE AS REQUIRED SHEET TS -03 I / CAP TYP. 12" LED YELLOW FLASHING BEACON TYPE B JUNCTION BOX 2" PVC CONDUIT NOTES: SECTION 1. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO NEMA -3R ENCLOSURE FOR FLASHING WARNING LIGHT. 2. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM NEMA -3R ENCLOSURE TO FLASHING WARNING LIGHT. 3. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO TILT SWITCH ENCLOSURE. D=342642 4 JUNCTION ENCLOSURE TO0 WARN NG LIGHT2CONDUCTORSTINT SWITCH W12 -2 SCAI£. N.T.S. LONE INCH HORQ,OM NP D 19&1/1 4, DATUM DESIGNED: D.BELLUOMINI SEE SHEET SGO1 FOR LOCATIONS SEE SHEET SG02 FOR DETAILS Mm: Y.DARMAWAN HSS 6 X 6 X 3/8" POST (TYP.) Z CHECKED: J. KIM AT ' LL Sc I IF NOT ONE INCH SC ACCORDINGLY r` APPROVED: R.MEYERBYDATE TYPE B JUNCTION BOX 2" PVC CONDUIT NOTES: SECTION 1. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO NEMA -3R ENCLOSURE FOR FLASHING WARNING LIGHT. 2. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM NEMA -3R ENCLOSURE TO FLASHING WARNING LIGHT. 3. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO TILT SWITCH ENCLOSURE. D=342642 4 JUNCTION ENCLOSURE TO0 WARN NG LIGHT2CONDUCTORSTINT SWITCH IMPROVEMENTS PROJECT MELDBOOK: 9 , CITY OF PHASE 1 PAGE 6 RENTON SHATTUCK AVE S STORMWATER BYPASS MWING NO: Public Works Dept. HEIGHT DETECTION WARNING SYSTEM TS02 FED AID NO.: ARRA- 0167(044) ELEVATION AND PLAN s "42 OF o D - 2 7 3 4 2 6j SCAI£. N.T.S. LONE INCH HORQ,OM NP D 19&1/1 4, DATUM DESIGNED: D.BELLUOMINI Mm: Y.DARMAWAN CHECKED: J. KIM AT ' LL Sc I IF NOT ONE INCH SC ACCORDINGLY APPROVED: R.MEYERBYDATEAPPR IMPROVEMENTS PROJECT MELDBOOK: 9 , CITY OF PHASE 1 PAGE 6 RENTON SHATTUCK AVE S STORMWATER BYPASS MWING NO: Public Works Dept. HEIGHT DETECTION WARNING SYSTEM TS02 FED AID NO.: ARRA- 0167(044) ELEVATION AND PLAN s "42 OF o D - 2 7 3 4 2 6j c+) 0 F- 30 00 12" LED RED FLASHING WARNING LIGHTS F 6"0 HANDHOLE © NIPPLE LOCATION ** 8' MIN. I CENTER OVER 10' LANE / L-W12 -301 CENTER OVER 10' LANE z SEE SG04 FOR DETAILS tI I-1j" NIPPLE @ SIGN (AS REQUIRED) * at HSS 16" X 16" X 1/2" 12" LED RED FLASHING WARNING LIGHTS SEE ST05 FOR NEMA 3R TERMINAL CABINET DETAILS wmma Z0 zw 0 ww HANDHOLE zizi • • • YELLOW 1 RED 8 7 11 SOLID STATE FLASHER UNIT i TYPE B JUNCTION BOX 2" PVC CONDUIT SACRIFICIAL BEAM ELEVATION CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1' -6" FROM ANOTHER HANDHOLE LOCATION. FOR DETAIL OF HAND HOLE, SEE WSDOT STD. SIGN BRIDGE 10.1 -A2 -2. NOTES: 1. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM WARNING LIGHT CONDUCTORS IN JUNCTION BOX TO FLASHING CONTACTOR IN NEMA -3R TERMINAL CABINET ON TOP OF BEAM. 2. INSTALL 2 - #12 AWG AND 1 - #12 AWG GROUND FROM FLASHING CONTACTOR TO 12" LED RED FLASHING WARNING LIGHTS. Ne Im EEN WHITE GREEN LINE N G TO FLASHING FROM 120V BEACONS SOURCE WIRING DIAGRAM LED FLASHING BEACON CONTROL ASSEMBLY B 2 -3/4" 1 3/4" I, MOUNTING PLATE FOR SIDE MOUNTING STRUCTURAL COLUMN OR PLATE SECTION A -A 1/2" 0 STANDARD BOLT GAI viKu7cn 1/2" 4 LO WASHER CABLE GUI 1/2" 0 NUT KEY tO LOCK NIPPLE O2 NIPPLE O3 SERRATED ELBOW O4 GASKET AND WASHEF O12" LED WARNING LIC WITH BACK PLATE O6 MOUNTING PLATE SEE DETAIL BELOW) SECTION B -B DRILL HOLES AND AT MOUNTING SHELF TO TEE WITH (3) - 1/2" LOCK WASHERS AND POLE PLATE WARNING LI( 1 /4" THICK 1 Ln 1 6" LAT WASHER 1 -1/2" NPS PIPE THREAD RUCTURAL LUMN OR ATE D =3 u PROTECTIVE TEE ON BRIDGE PLATE, NUTS AND BOLTS ARE GALVANIZED) I 12" LED WARNING LIGHT WITH STANDARD VISOR AND 5'" BACKPLATE ME I ... I . HAINIEH AVE S (,SR 167) a DMjM HARRIS AECOM ° A :F APPROVED FOR CONSTRUCTION DESIGNED: SDAE N.T.S. HORIZONfw NDIOM/11991 IMPROVEMENTS PROJECT Fl¢nsoDK: yfag D.BELLUOMINI q _ s• CITY OF PHASE 1 PAGE 10900 NE 8TH STREET, SUITE 750 W DRAwN: ORA nNC No: o BELLEVUE, WASHINGTON 98004 1s ooasa9s p Y.DARMAWAN DATUM I RENTON SHATTUCK AVE S' STORMWATER BYPASS CHECKED: ONE INCH PHONE: (425) 454 -5600 FAX: (425) 454 -0220 °p Is CITY OF RENTON DATE J. KIM AT Na S Public Works Dept. SACRIFICIAL BEAM TS03 r fOgpy EN IF NOT ONE INCH APFRCVED. SCALE ACCORDINGLY FED AID NO.: ARRA - 0167(044) LED FLASHING BEACON CONTROL ASSEMBLY SHEEP '-43 OF-'48 NO. REVISION BY DATE APPR R.MEYER W O W J_ LL r m3a cv a0 N J s J LJJ JJC0 i i n U v PLANTED MOUND UI1J J ICYJ J 9 0 a 0000 m i ro00 i a: a EDAW AECONM 0 710 Second Avenue, Suite 1000 Seattle, Washington 98104 206) 622 -1176 v i 1 z\ v Rb'GK NNI R ETAININ,G, WALL Ob,tc ETE SLOPE\PROTECTIC W EM PI ROCK er i- ez i IN l r OVERALL GRADING PLAN a 1Q APPROVED FOR CONSTRUCTION STATE OF t- w0.4NINGTONREOISTENEO L/WDECME ARCNItEGT CITY OF RENTON OtF M F. N. , Mf G: rvC 8w) EL 28.84 Z J NNi vI v z\ v Rb'GK NNI R ETAININ,G, WALL Ob,tc ETE SLOPE\PROTECTIC W EM PI ROCK er i- ez i IN l r OVERALL GRADING PLAN a 1Q APPROVED FOR CONSTRUCTION STATE OF t- w0.4NINGTONREOISTENEO L/WDECME ARCNItEGT CITY OF RENTON OtF M F. N. , Mf E 29M E 47w) L 28 31 EL 28.50 n— SCALE IN FEET J 8w) EL 28.84 Z J N Ni vI v r 8) EL 29.00 _ I NNw, 1 x 11 1_4 P I L I I_ EXISTING CATCH BASIN UNDERDRAIN LS03 TIE INTO CB 8A SHEET SD3) E 29M E 47w) L 28 31 EL 28.50 n— SCALE IN FEET J 1 „_20 SAL W ; =, DATUM WH1TONEINCHRWNOTO SGJ.E A000ftdNOLY CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) A X J„ 14 II v t CON' i 0 0 ,0 20 p_34Pq11111111111Pq SCALE IN FEET RAINIER AVE S (SR 167) o,,TE IMPROVEMENTS PROJECT PHASE 1 PAM SHATTUCK AVE S STORMWATER BYPASS m LS01 LANDSCAPE GRADING PLAN 4s a8 8w) EL 28.84 9 r 8) EL 29.00 _ 1 1 „_20 SAL W ; =, DATUM WH1TONEINCHRWNOTO SGJ.E A000ftdNOLY CITY OF RENTON Public Works Dept. FED AID NO.: ARRA- 0167(044) A X J„ 14 II v t CON' i 0 0 ,0 20 p_34Pq11111111111Pq SCALE IN FEET RAINIER AVE S (SR 167) o,,TE IMPROVEMENTS PROJECT PHASE 1 PAM SHATTUCK AVE S STORMWATER BYPASS m LS01 LANDSCAPE GRADING PLAN 4s a8 W 0 O U W J_ LL 0 c0a c 0 Al 0 Ud t a 0 U 0 J0 0 LN Oi MOOO WO OON JY Ox ga MON O ED n, ! AECOM 710 Second Avenue, Suite 1000 Seattle, Washington 98104 206) 622 -1176 Z A v111(,' Av_ 1 o 6vI u v s l/r 1;10 e _ —fir toe < V oT a u. rT.C_V `,, _ r,f+: Lilvl: r _ - _ - - , ` _ :) 1 Y. — - I: 1,.:,H Y ( 9 l ` 3 n8 I R a A ,, 3 rlAi, t r A PLANTING LEGEND SYMBOL COMMON NAME LATIN NAME AREA / QUANTITY SIZE / SPACING SHRUB ROSE ROSA RUGOSA FRU DAGMAR HATSRUP 1736 S.F. / 502 PLANTS 1 GAL / 24" O.C. AUTUMN MOOR GRASS SESLARIA AUTUMNALIS 721 S.F. / 370 PLANTS 1 GAL / 18" O.C. MAHONIA NERVOSA OREGON GRAPE 4601 S.F. / 590 PLANTS 2 GAL / 36" O.C. I`"# REVISION NOTES 1. ALL PLANTING AREAS SHALL APPEAR FULL AND PLANTED WITH TRIANGULAR SPACING ACCORDING TO THE SPECIES SPACING NOTES. 2. UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED OR PROVIDED TO EDAW DIGITALLY. DEMO PLAN DOES NOT INCLUDE THE REMOVALS OF UNDERGROUND UTILITIES. CONTRACTOR TO LOCATE AND VERIFY UTILITIES PRIOR TO DEMOLITION WORK. 3. CONTRACTOR TO COORDINATE WITH LOCAL RAILROAD PRIOR TO CONSTRUCTION ACTIVITY ADJACENT TO RAILROAD. 4. REFER TO LS4 FOR PLANTING DETAILS 5. REFER TO CIVIL DEMO FOR TREES TO BE PROTECTED D=342646 20 0 20 40 SCALE IN FEET suavem. RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT1 -20' AL wo ,06°7,,0, flloewrt— EDAW A CITY OF PHASE 1 ME RAw TB RENTON SHATTUCK AVE S STORMWATER BYPASS JB AT ML „ a DATUM NE " Public Works Dept. LS02 L FED AID NO.: ARRA- 0167(044) PLANTING PLAN '46 BY DATE APPR C APPROVED FOR CONSTRUCTION VATSWEOHItwm— uHOSCwe axcH cr CITY OF RENTON DATE I`"# REVISION NOTES 1. ALL PLANTING AREAS SHALL APPEAR FULL AND PLANTED WITH TRIANGULAR SPACING ACCORDING TO THE SPECIES SPACING NOTES. 2. UNDERGROUND UTILITIES HAVE NOT BEEN SURVEYED OR PROVIDED TO EDAW DIGITALLY. DEMO PLAN DOES NOT INCLUDE THE REMOVALS OF UNDERGROUND UTILITIES. CONTRACTOR TO LOCATE AND VERIFY UTILITIES PRIOR TO DEMOLITION WORK. 3. CONTRACTOR TO COORDINATE WITH LOCAL RAILROAD PRIOR TO CONSTRUCTION ACTIVITY ADJACENT TO RAILROAD. 4. REFER TO LS4 FOR PLANTING DETAILS 5. REFER TO CIVIL DEMO FOR TREES TO BE PROTECTED D=342646 20 0 20 40 SCALE IN FEET suavem. RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT1 -20' AL wo ,06°7,,0, flloewrt— EDAW A CITY OF PHASE 1 ME RAw TB RENTON SHATTUCK AVE S STORMWATER BYPASS JB AT ML „ a DATUM NE " Public Works Dept. LS02 L FED AID NO.: ARRA- 0167(044) PLANTING PLAN '46 BY DATE APPR C W 0 0 W J M NN Om aMOOO O WOON 1 JY Oim Q N 0 0 NOTE: COST ESTIMATE INCLUDES DELIVERY AND PLACEMENT OF ROCK 2" (MIN. TO 3" MAX. z a EXPOSED MORTAR JOINTS, ALL SIDES NATIVE BASALT BOULDERS, 1 MAN SIZE. PLACE SO THAT OVERALL SURFACE DETERS SITTING, LAYING, LOITERING MORTAR SETTING BED, COLOR TO MATCH STONE, SUPPLY SAMPLE FOR APPROVAL BY OWNERS REPRESENTATIVE 5/8 MINUS, COMPACTED TO 95% 95% COMPACTED SUBGRADE CONCRETE SLOPE PROTECTION W EMBEDDED ROCK EDA`A,/ ! AECD 710 Second Avenue, Suite 1000 Seattle, Washington 98104 206) 622 -1176 SCALE:7- 1/2 "= 1 " -0 "" DT- PAVE - ROCK -SLPE NATIVE BASALT BOULDER 1 -2 MAN SIZE (MIN. 100 a LBS) vw PER PLANS w 1' MIN. - 2' MAX. SET BACK ON WALL FACE n. m x j MAX C) ' j / 000 X00 0°°00 j \j \ oho 00 : / \ o o° QO FINISH GRADE • AV 0 °Q0,pp,0 0 vAc l cog )" / \ / \ VA, A A` /A U Q / \/ / y // °oho °p`b oo0 • / \ \ BURY HORIZONTAL BOULDER 4" MIN. VERTICAL COURSE BASE AT APPROX. Ya HEIGHT OF BOULDER, 4" BELOW GRADE MIN. NOTE: 5/8 MINUS, COMPACTED TO 95 % INSTALL BOULDER TO REPLICATE NATURAL LOOKING PLACEMENT COMPACTED SUBGRADE TO 95% @20: APPROVED FOR CONSTRUCTION STATE OF RGw51ERED unoscrnE MS Hm, CITY OF RENTON DATE NO. ROCK RETAINING WALL SCALE: 1- 1/2' =1 BY I DATE I APPR DT- PAVE -ROCK -SLPE FILTER FABRIC SOCK PERFORATED PVC UNDERDRAIN PIPE 6" DIAM GRAVEL BACKFILL FOR DRAINAGE UNDERDRAIN ASSEMBLY SYSTE SCALE; 1 1/2" = 1' -0° m EDAW AS SHOWN T CITY OF TB DAruM RENTON A r ATVL; Public Works Dept. JB F Nor ONE MW Eau: NCCOONELY FED AID NO.: ARRA- 0167(044) RL DT- PVMT- UNDRDRNPIP- OB.dwg 2m IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S'STORMWATER BYPASS HARDSCAPE DETAILS t: 0-3&A"47 LS03 I2I7I31412I6( W 0 O U W J LL 3 N 0 0 c 01 0J o: YV3 O O MOOO WO OON a JYU a NN0 0 If.. 12 -18" EARTH SAUCER AROUND SHRUB o I z AT DOWNHILL SIDE OF PLANTING. cy' a a EXTEND TO CENTERLINE OF kI (/ I' ROOTBALL PARALLEL WITH SLOPE. 1 V I V U V/ BLANKET. TOEROSIOSPECSN ROOT CROWN AT OR UP TO 2" ABOVE EXCAVATE ENTIRE BED TO SLOPE ELEVATION A DEPTH OF 6" AND PLACE`. PLANTING SOIL MIX ! PLANTING SOIL MIX ' IF PLANTED IN UNDISTURBED SOIL SEE SPECIFICATIONS j / / BACKFILL NATIVE TOPSOIL UNDISTURBED SUBSOIL 6" 11'2 X ROOTBALL DIA. GROUND COVER / GRASS PLANTING 1. =1' -0" SCALE: N— PLNT— GCOVER_01.dwg SHRUB SLOPE PLANTING TYP. SCALE:NTS DT- SHRUB -- SLOPE- 1 2.dwg 0 ON IR11won N WMA 111111 Iwo willr SCALE: 1"=1'-O" d APPROVED FOR CONSTRUCTION SMUL. VEML- t" DESOM +p pEC s / FEDAW As sHOwN NGPQOMA $AD,90.5 /,W, CITY OF 710 Second Avenue, STA ! onTUM RENTON WASHINGTON Public Works Dept. Suite 1000 uNGS"we I HI+ CITY OF RENTON DATE G" J6 rI a Wr ONE RMBattle, Washington 98104 ,3i 206) 622 -1176 APPROVER WALE ACCORO MY FED AID NO.: ARRA - 0167(044) AAPR H NO. REVISION BY DATE APPR RL PRUNE TO REMOVE ONLY DEAD, DYING, OR BROKEN BRANCHES. 3" BARK MULCH; KEEP 6" CLEAR FROM TRUNK. PLANTING MIX, AS SPECIFIED. SET PLANTING DEPTH TO PLACE ROOT COLLAR AT FINISH GRADE OR UP TO 2" ABOVE. PLANTING SOIL MIX PROVIDE HOLE DIAMETER 2.5 TIMES WIDTH OF ROOT BALL REMOVE ALL BURLAP, POTS, TRUNK WRAP, TAGS AND OTHER FOREIGN MATERIAL PRIOR TO PLANTING. TAKE CARE TO NOT DISTURB OR BREAK ROOT BALL. BOTTOM AND SIDES OF PIT WALL SHALL BE FRACTURED AND DE- GLAZED, EXCAVATION LINE SHRUB2.dwg D= 342648 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 E+ SHATTUCK AVE S STORMWATER BYPASS LS4 LANDSCAPE DETAILS x-48 4 4?- DT-277 3426