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HomeMy WebLinkAboutWWP273426 (2)1 Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications CAG-09-125 Award Date: August 3, 2009 Award To: Pivetta Brothers Construction, Inc. 1812 Pease Avenue Sumner, WA 98390 Award Amount: $1,450,608.98 RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1: SHATTUCK AVE S STORMWATER BYPASS Federal Aid Number: ARRA-0167(044) Volume 2 of 2 General Bid Information: Builders Exchange of Washington, Inc. (425) 258-1303 City Contact: Rob Lochmiller, PE (425) 430-7303 Consultant Contact: Eric Crowe, PE (425) 974-8073 Appf•oad fo Construction �. ity of Renton Date. Submitted to: City of Renton 1055 South Grady Way Renton, Washington 98057 Submitted by: DMJM HARRIS ( AECOM 10900 NE 8TH STREET. SURE 750 BELLEVUE. WASHINGTON 9W04 PHONE: 4251 464-5600 FAX: (425) 454-0220 0 CITY OF RENTON RAINIER AVE. (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S. STORMWATER BYPASS SYSTEM FEDERAL AID NUMBER: ARRA-0167(044) a y Ds 3rd St 3rd PI S Cedar River o//Pyhh y h a 41h P1 a S a Q i o S SW 7th St a w IF 3 D S 7th St N a = 9th a a J a� W 101h St SW c1adY o SWoY 10th N PROJlT-SITE �D _ 405 o N SW 16th St S 15th St o h o 7 b N d N d 0 a S 17th St QJ N ID J M S 18th O 0 o E VICINITY MAP � N TS RAINIER AVE S (SR 167) NF,'I-W' MeyE' APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT DMJM HARRIS AECOM NTS i. �� � � R.O'BRIEN .� ,.r CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 AN % , % �� -a RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004°�^ �g Y-JIANG DATUM PHONE: (425) 454-5600 FAX: (425) 454-0220 I $4 CITY OF RENTON DATE i-� Public Works Dept. VM01 �bMAL R.MEYER Y TITLE SHEET AND VICINITY MAP "p°^°'� FED AID NO.: ARRA-0167(044) 1 '� NO- REVISION - _ BY DATE APPR R.MEYER LEGEND > ] CATCH BASIN POST O SEWER CLEAN OUT SOIL BORING INLET BASIN/YARD DRAIN FLAGPOLE ( SEWER MANHOLE SURVEY CONTROL BM /0 STORM DRAIN MANHOLE ! Sus BUS STOP SIGN _ GAS METER L SURVEY CONTROL PK 11711 STORM DRAINAGE VAULT L Y SIGN SINGLE POST IS, GAS VALVE @ SURVEY CONTROL REBAR AND CAP FLOWLINE J SIGN DOUBLE POST " ;_F; POWER MANHOLE Pd MONUMENT IN CASE ,I CAP/PLUG ? SIGN `=' POWER VAULT SURFACE MONUMENT �'� a 'a LIGHT POLE HANDICAP SYMBOL "J"' POWER RISER MONITOR MONITOR WELL ? UTILITY POLE/LIGHT POLE c MAIL BOX JUNCTION BOX ` - t''' ll^ i ROCK WALL c -- UTILITY POLE ANCHOR CROSSWALK SIGNAL GROUND ROD ::----- GUARD RAIL v UTILITY POLE r -.-. TRAFFIC SIGN AS NOTED BOLLARD/FENCE POST AERIAL POWER LINE W/ TELEPHONE AND TV d UTILITY POLE UNDERGROUND POWER / TS ' ❑ • ^�` TRAFFIC SIGNAL CONTROL BOX :_ PAD MOUNTED TRANSFORMER -; ?__ -, ----- -'-:: --- --- OVERHEAD POWER YARD LIGHT � TRAFFIC SIGNAL POLE `_?� TRANSMISSION TOWER -:�i:v UNDERGROUND POWER STROBE LIGHT F'71 TRAFFIC SIGNAL VAULT TV RISER -- ------:_ ------ -- TELEPHONE WATER METER/POWER BOX _/ '-'--- TRAFFIC DETECTOR LOOP (TYPICAL)' i7lV TV JUNCTION BOX t ---_.-__...--F - - - FIBER OPTIC CABLE KI_ WATER SPIGOT L�I TELEVISION VAULT -- - - - - -;:P---- - STORM DRAIN WATER MANHOLE f^I BOULDER c FIBER OPTIC MANHOLE SANITARY SEWER f. WATER VALVE (4-fix_ i ROCKERY <'`J: CABLE TV VAULT --------t�'------- WATER WATER BLOWOFF VALVE SHRUB I'i TELEPHONE MANHOLE --- - <?-- -- --- EXISTING GAS LINE y? FIRE HYDRANT r SMALL SHRUBS TELEPHONE BOOTH -._ BOUNDARY LINE p rce IRRIGATION CONTROL BOX ~1 TREE -CONIFER TELEPHONE RISER RIGHT-OF-WAY IRRIGATION VALVE TREE -DECIDUOUS ':_ TELEPHONE VAULT RIGHT-OF-WAY CENTERLINE ;: SPRINKLER VALVE `t(' STUMP '; TELEPHONE MARKER Sti, -- - X -- -FENCE LINE ( •t:: TELEPHONE JUNCTION BOX BUILDING CONTOUR LINE ABBREVIATIONS ABUT. ABUTMENT E. EAST, EASTING JBOX JUNCTION BOX P.T. POINT OF TANGENT (HORIZONTAL) SY SQUARE YARDS ACP ASPHALT CONCRETE PAVEMENT EL ELEVATION JT JOINT P.O.T. POINT ON TANGENT T/C TOP OF CURB APPROX. APPROXIMATE EMBED EMBEDMENT L.F. LINEAL FEET PVMT. PAVEMENT T.O.C. TOP OF CURVE A.P. ANGLE POINT E.O.P. EDGE OF PAVEMENT LT. LEFT OR LIGHT PVC. POLYVINYL -CHLORIDE TP TELEPHONE POLE B.C.R. BEGIN CURB RETURN EQ EQUAL DISTANCE MAX. MAXIMUM R RADIUS/RADIAL TRANSV. TRANSVERSE BLDG. BUILDING E.V.C. END VERTICAL CURVE MIN. MINIMUM RDWY. ROADWAY TS TRAFFIC SIGNAL B.V.C. BEGINNING VERTICAL CURVE ELEV. OR EL. ELEVATION MH MANHOLE READ REQUIRED TIP TYPICAL BTV BURIED TELEVISION ESM'T EASEMENT N. NORTH RT. RIGHT UG UNDERGROUND C.B. CATCH BASIN EXIST., EX. EXISTING N.E. NORTHEAST R/W RIGHT OF WAY V.A.P. VERTICAL ANGLE POINT Cl CAST IRON F.H., OR HYD. FIRE HYDRANT V.C. VERTICAL CURVE (LENGTH) CJP COMPLETE JOINT PENETRATION NB NORTHBOUND SB SOUTHBOUND VERT. VERTICAL CL CLASS FL FLOW LINE NO. NUMBER SD STORM DRAIN V.P.C. VERTICAL POINT OF CURVATURE CONC. CONCRETE FM FORCE MAIN NOM NOMINAL S/W SIDEWALK V.P.I. VERTICAL POINT OF INTERSECTION C/L OR CENTERLINE FTG FOOTING N.T.S. NOT TO SCALE S. SOUTH V.P.T. VERTICAL POINT OF TANGENCY GA GAGE 0. C. ON ER SIG SIGNAL W/ WITH CONN CONNECTION GALV. GALVANIZED CONST. CONSTRUCTION O CENT SCH SCHEDULE WM WATER METER G.E. GRATE ELEVATION PC POINT OF CURVE (HORIZONTAL) SO. FT. SQUARE FEET CONT. CONTINUOUS GV GAS VALVE WSDOT WASHINGTON STATE DEPARTMENT CBSC CRUSHED SURFACING BASE COURSE P.C.C. PORTLAND CEMENT CONCRETE SHT SHEET OF TRANSPORTATION HDPE HIGH DENSITY POLYETHYLENE PT OF COMPOUND CURVE SS SANITARY SEWER WWM WELDED WIRE MESH CSTC CRUSHED SURFACING TOP COURSE HMA HOT MIXED ASPHALT P.I. POINT OF INTERSECTION SL STREET LIGHT WV WATER VALVE CPEP CORRUGATED POLYETHYLENE PIPE HT HEIGHT PJF PREMOLDED JOINT FILLER SST STAINLESS STEEL DI DUCTILE IRON HORZ. HORIZONTAL R PLATE STA STATION DIA. DIAMETER HPS HIGH PRESSURE SODIUM P.O.B. POINT OF BEGINNING STD STANDARD DWG DRAWING INT. INTERSECTION P.O.E POINT OF END STW STEEL, WELDED D/W DRIVEWAY I-E. INVERT PP POWER POLE a DMJM HARRIS AECOM 10900 NE 8TH STREET, SURE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454-0220 ?rTVLMEYFP e gpo' AL.l PROVED FOR CONSTRUCTION / CITY OF RENTON DATE -- NSA ,, DATUM CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) HA11VIt11 AVt J (O,H lb/) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS LEGEND AND ABBREVIATIONS Y.JIANG P �,... Y.JIANG LGO1 «ate� R.MEYER ^ u�c .ewno.a. nPPP•T� R.MEYER 3 °f48 NO. REVISION BY DATE APPR H E p rL SHATTUCK AVE. 30'-------- 30 -- C) �I STORM DRAIN ❑7 I w ( 16.4AND VARIES TO 20' _ F28' 19, i 17' ' ( EX. ASPH I I 12' & GRAVEL SHLD. SB LANE NB LANE AND PARKING ! I I 3 6 I ❑ i VARIES / a 1 I ❑ EL7 VARIES 77 77 I \ O4"/ r� \\�\ 14 \- EXISTING CROWN E---�---D 12 •`-48" STORM DRAIN TRENCH, SEE DWG SDO8 FOR DETAILS ROADWAY SECTION A-SHATTUCK AVE. STA 10+23 TO STA 11+12 1 SHATTUCK AVE. -- 3 i- --- -- - - - - --- -- 30' - -- - -- ----- 30 - - ---- -- --- --i STORM DRAIN 4 I� ❑ I� w x I 8.75' 16.4' AND VARIES TO 14.71' Ix w I - — ---- - - -- -t It,, I I 4 15 — ---17 - ---- - -- 12' +/- 20' EXIST. PARKING AREA 5 SB LANE 3' NB LANE AND PARKING I OI ❑ \\ VARIES❑ V RIES VARIES ❑ VARIES , 1 \ \ORES' -Z Ot \ -- 13\-- EXISTING GROUND \`_EXISTING GROUND I \r1- J\\\ 14 -EXISTING CROWN O I 1 \\ 6- I I I t, \__48" STORM DRAIN TRENCH, SEE DWG SDO8 FOR DETAILS ROADWAY SECTION C-SHATTUCK AVE SHATTUCK AVE. STA 11+97 TO STA 14+02.84 N 30' 30' STORM DRAIN x I 13.1' 16.4' r x 15' 17' II __ _ I 12' +/- 20' s +I EX_IST. PARKING _ -A R A AREA i SB LANE NB LANE AND PARKING 3, II 8 I SHATTUCK AVE. o (I 6. ❑ i 17' ---------- ---- Afl �) I VARIES VARIES VARi I ! VARIES EXIST\ \\ - I CURBING a // =1 \\ 0.1, EXISTING GROUND - - -- - - - - - -- --I \r i �4" I d -I i ��\ `- - EXISTING CROWN 6' PAVEMENT TO i' BE PLANED- 0 O I \ MATCH EXISTING PAVEMENT ELEVATION ; 1 \ \ OR AS NOTED ON TYPICAL SECTIONS --' Y 1 \'--48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION B-SHATTUCK AVE. EDGE CONDITION DETAIL 0 STA 11+12 TO STA 11+97 NTS a n Qr. MfyF,p APPROVED FOR CONSTRUCTION ocvc cu DM)M HARRIS AECOM NTS .� 44w/.— Y. JIANG � CITY OF 109DO NE 8TH STREET, SUITE 750 '1.,nBELLEVUE, WASHINGTON 98004 .}'°�°� ¢ / aJ Y.JIANG DATUM KFNTON PHONE: (425) 454-5600 FAX: (425) 454-0220 e.9wtr'" CITY OF RENTON DATE Public Works Dept. sy AL tgc. R.MEYER . — ac wcn cl srxF 'ccaovur FED AID NO.: ARRA-0167(044) 1 1 NO. REVISION BY DATE APPR R. MEYER NOTES: ❑1 MATCH EXISTING PAVEMENT GRADE 2❑ FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE SEE DETAIL DWG RD02 FOR PATCHING DETAILS ❑FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT SURFACE ELEVATION. SEAL W/ CSS-1 ASPHALT 0 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+02.85 ©SWALE GRADE LINE SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION ❑SEE DRAINAGE PLAN FOR LOCATION OF STORM DRAIN ❑ SEE EDGE CONDITION DETAIL ON THIS DRAWING GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS SURFACING LEGEND: O7 HMA 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 SHATTUCK AVE S STORMWATER BYPASS P� TYPICAL SECTIONS RS01 1 OF 5 I 30' CL SHATTUCK AVE. 30' -1 � SHATTUCK AVE. C\j 3� 1 7' 5.5' 17' 17.6' 13� CD -- - .--- --I 13 U) wl I I 1 30' 30' X1 I F +/- 20' Ix x Ix 0.-5' 12' 1 -NB LANE AND PARKING LU 1 1 5.5' 17' 17.6' 6' E I - I SIDEWALK 12' 20' 27 - --F SB LANE -MBLANE AND PARKING—', VARIES ARIES VARIES I I I 5 2" C13) 13 4 2% EXISTING GROUND - 10"x VARIES 9 EXISTING CROWN VARIES I O 6" C2� 4 5 6" 3 2" EXISTING CROWN 13 E\2 1 NO, T, STA 15+ 1 3.48 TO 5 GENERAL NOTES:- STA 15+17.00 12 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH ---48" SD TRENCH, SEE DWG SD08 FOR DETAILS 1 0 I L -------- i NOTES:- SEE CEMENT CONC. DRIVEWAY ENTRANCE TYPE A DETAIL ON DWG STA 14+02.65 TO STA 14+44.28 48" SO TRENCH, SEE DWG SDO8 MRDOI FOR FACE OF CURB ELEVATIONS CIO 5-5' FULL DEPTH SAWCUT E]OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS X1 DEW" 5 STA 14+99.65 TO STA 15+13.48 Li 0 5 OF PAVEMENT IF LESS THAN 8" 27 6 x 5 SEE PAVEMENT PATCH DETAIL ON DWG RD02 7' 5.5' SLOPE TO GRADE NOT TO EXCEED 3:1 VAR-T� IES El 27 FULL DEPTH SAWCUT (D'/ OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAVEMENT IF LESS THAN 8" STA 14+02.84 TO STA 14+44.28 STA 14+10.72 TO STA 15+13.48 5i STA 14+99.65 TO STA 15+13.48 4' SEE EDGE CONDITION DETAIL ON DWG RS01 STA 15+36.42 TO STA 15+58.42 FULL DEPTH SAWCUT STA 16+28.42 TO STA 16+61.62 MATCH EXISTING PAVEMENT GRADE STA 16+61.62 TO STA 16+91.62 .5 � 1 7' 5.5' [:7]SEE DING RP02 AND RP03 FOR FACE OF CURB ELEVATIONS X MATCH EXISTING SLOPE Q F61 - L, E VARIES 2% ROADWAY SECTION E SHATTUCK AVE SLOPE PAVEMENT STARTING FROM CENTERLINE TO GUTTER FLOWLINE 4S -'d do STA 15+13.48 TO STA 17+59.53 SURFACING LEGEND: 4"/ -- HMA CL. 1/2 IN. PC 64-22 SURFACE COURSE HMA CL. 1/2 IN. PC 64-22 BASE COURSE (D STA 14+44.28 TO STA 14+53 0 CRUSHED SURFACING TOP COURSE -Z' I < OCEMENT CONIC, SIDEWALK/PER RENTON STANDARD PLAN DRAWING F-005 DEPRESSED CURB, SEE DETAIL ON DING RD02 ROADWAY SECTION Q SHATTUCK AVE. CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL STA 14+02.84 TO STA 15+13.48 SEE DWG RD02 0 CEMENT CONC. DRIVEWAY ENTRANCE 0 100 4" TOPSOIL TYPE C & SEEDING & FERTILIZING 102 CONSTRUCTION GEOTEXTILE FOR SEPARATION PLANING BITUMINOUS PAVEMENT RAINIER AVE S (SR 167) VAL m APPROVED FOR CONSTRUCTION NTS Xv I IMPROVEMENTS PROJECT DMJM HARRIS AECOM, YJIANG a CITY OF PHASE 1 10900 NE EITH STREET, SUITE 750 10 - !R RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 YJANG DATUM E 0 r-: PHONE: (425) 454-5600 FAX: (425) 454-0220 1 CITY OF RENTON DATE R.MEYER i Public Works Dept. TYPICAL SECTIONS RS02 A' 2 OF 5 .7 FED AID NO.: ARRA-0167(044) 8 -48 -1 NO. REVISION BY DATE APPIR R.MEYER I I v U) CE S LINE a 2' 10' 10' VARIES 8' . SB LANE NB LANE --�� WALKWAY ---PROFILE GRADE LINE AND PIVOT POINT 27 �-� 2% �" 2% I -.-- il`-\\ 2" P \\ 8" I A \ I I `------ -- 48" SO TRENCH, SEE DWG SDO8 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 i V PRIES -- J R/W 1 30' 30' 1 y VARIES x 2 rL S LINE VARIES 10, 10' VARIES 8' VARIES SB LANE NB LANE WALKWAY I — PROFILE GRADE LINE �— 5 6 VARIES \ i VARIES — I AND PIVOT POINT 2% I 2% 2% 2% 2j'� O 4 47 \ \ J \ \ �^ 2O 3 I i \ I !X\ \ -�SWALE FOR DRAINAGE SEE DWG RD03 FOR \ ELEVATIONS \ ,—,\. -.-r.,_-2-�-- - 48" SD TRENCH, SEE DWG 5008 FOR DETAIL 2 `L S LINE 0 2 2'� _ 1010' NB LANE VARIES 8' 2 ��4'0 GENERAL NOTES: SB LANE WALKWAY PROFILE GRADE LINE ' 0' STA 102+40 TO STA 102+63.61 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH AND PIVOT POINT 2% 12% V� — 22% % I' -; ROADWAY SECTION I S LINE SURFACING LEGEND: i .. STA 101 +46.75 TO STA 102+63.61 N \ \\ \ \ O1 HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE a O i \ .I,.,,,. \ 4' 6 { Y \\ \ \ O NOTES: 0 HMA CL. 1/2 IN. PG 64-22 BASE COURSE I`� \7n 11 \ O v 10 \ ~O \ 10 O CRUSHED SURFACING TOP COURSE N r—�I�T \\ ---� ❑j SEE LANDSCAPE PLAN FOR GRADING 3 \ SEE ROADWAY PLANS FOR SAWCUT LIMITS O CEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F-005 I fR 12 DEPRESSED CURB AND GUTTER TO BE PROVIDED I`\ O PROVIDE FULL DEPTH SAWCUT AT R/W LIMITS O BETWEEN STA 101+50 TO STA 101+85 AND BETWEEN STA a' I I MATCH EXISTING PAVEMENT ELEVATIONS 102+10 TO 102+40 `______J `48" SD TRENCH, SEE DWG SD08 FOR DETAIL SEAL W/ CSS-1 ASPHALT CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG ST01 FOR SACRIFICIAL BEAM BETWEEN O SEE DWG RD02 ROADWAY SECTION H - S LINE STA 100+70.94 TO STA 100+79.07 AND N STA 101+16.2 TO STA 101+25.11 10 SEE LANDSCAPE PLANS FOR GRADING 0 STA 100+79.07 TO STA 101+25.11 AND LANDSCAPE DETAILS 0 i1 CEMENT CONCRETE PAVEMENT INCLUDING DOWELS — SEE DETAIL ON DWG ST04 r 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION s E 0 RAINIER AVE S (SR 167) ,o E,�'� MFrF APPROVED FOR CONSTRUCTION »� �� IMPROVEMENTS PROJECT DM)M HARRIS AECOM 4C9PD NTS .^ / Y.JIANG .33 CITY OF PHASE 1 .� 10900 NE 8TH STREET, SUITE 750 lu�n' / �$ °`"�` YJIANG DAnu !iM RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 002°p°° PHONE: (425) 454-5600 FAX:..(425) 454-0220 � isre��g6� CITY OF RENTON DATE �" R MEYER � i Public Works Dept. TYPICAL SECTIONS RSO4 ' 4OF5 .MEYER FED AID NO.: ARRA-0167(044) "10 "48 NO. REVISION BY DATE APPR 0 cc w— q R/W L 30' - -------------- ----------- 30' --- - I \I , I I� 1 IK x 14.0't _-_-- - &0, —TRAFFIC Ix i ISLAN 1w SEE DETAIL j 0 Di SHEET RS02 Fl VARIES �11 VARIES -------------- \. \.2"(D 2"O \ ROADWAY SECTION J - SHATTUCK AVE STA 21+21.77 TO STA 22+33 � S. 4TH PL. rU# 30' 1 I 7.5'&VARIES 21.5' AND VARIES SIDEWALK 1 05_ 1 IJ \ VARIES ��j j 2% I \ -O\ — EXISTING GROUND \ \\ _ 2 �O ROADWAY SECTION K - S 4TH PL. STA 39+29.21 TO STA 39+72.86 0 4"O 3 NOTES: HOUSER WAY S. ❑1 MATCH EXISTING PAVEMENT GRADE 2❑ NOT USED aSEE DWG RD03 FOR PAVEMENT ELEVATION GRADES AND CURB LOCATIONS 5.5' 14' SIDEWALK 10' _ 5.5' SIDEWALK �4 MATCH EXISTING GUTTER PAN 0.5' VARIES 0 5 I O' FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH ® I I ❑3 } ❑8 THICKNESS OF PAVEMENT IF LESS THAN 8" VARIES V SAWCUT ' 4 MATCH EXISTING PAVEMENT SURFACE SEAL W/ CSS-1 ASPHALT (TYP.) / O2"-/ j 2" i \-(TYP.) O6 O �' / NOT USED 2 6 j 2 6" i / ❑8 SLOPE NOT TO EXCEED 3:1. 6" O- O-6" SURFACING LEGEND: ROADWAY SECTION L - HOUSER WAY S O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE STA 50+00 TO STA 50+40.77 O HMA CL. 1/2 IN. PG 64-22 BASE COURSE CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DWG F-005 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL 6 SEE DWG R002 13 PLANING BITUMINOUS PAVEMENT GENERAL NOTES: I. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS E `o 0 RAINIER AVE S (SR 167) a E.'I'y MFrf APPROVED FOR CONSTRUCTION„ ,,,� �:o �,,,� IMPROVEMENTS PROJECT DMJM HARRIS AECOM Y.JIANG NTS CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 S /8 Y.JIANG r6 RENTON SHATTUCK AVE S STORMWATER BYPASS �. o BELLEVUE, WASHINGTON 98004 DATUM PHONE: (425) 454-5600 FAX: (425) 454-0220 'paw.4CITY OF RENTON DATE Public Works Dept. TYPICAL SECTIONS RS05 R.MEYERF FED AID NO.: ARRA-0167(044) 5OF5 11 48 NO. REVISION BY DATE i APPR R.MEYER SECT.18 T.23N. R.5E. W.M. �I O BEGIN PROJECT 1- BEGIN CONSTRUCTION SHATTUCK AVE 10+23 - - kl f� f SHATTUICK- AVE' I _ 10100 1 1 O 12+00 13+00 _ K _ ) , -)-. p3711 � _�.� / > r1r �--/ > r-�-t -1 (�-�.`f`�•-j� - > < � � >-- � -x - _`;l�-r{� } }:1=� � �,��'_c:� � (_ �-1`� �}_ r_t �.I �:�_i -.J L - - — ------ - - LL ( 1I a o I i ! t` +00 tl I ! PLAN GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DWG RPOl-RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SDO1-SDO3 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: LEGEND OABANDONMENT OF MONITORING WELL. ® INLET PROTECTION WELLS TO BE DECOMMISSIONED. — — SAWCUT O2 REMOVE SIGN. PAID AS PERMANENT SIGNING. SEE DWG SGO1-SGO3 FOR RELOCATION, REMOVING ASPHALT CONC. PAVEMENT r PLANING BITUMINOUS PAVEMENT 20 0 20 40 SCALE IN FEET "" RAINIER AVE S (SR 167) a ����: Fye� APPROVED FOR CONSTRUCTION 1'=29 �°m;,,,, IMPROVEMENTS PROJECT DM)M HARRIS I AECOM JI YANG .�,�� CITY OF PHASE 1 I 10900 NE 8TH STREET, SUITE 750 1 S1 T / K.MCBRIDE .°�� RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 DATUM ,i PHONE: (425) 454-5600 FAX: (425) 454-0220 "CITY of RENTON ATE A.LASZLO ill Public works Dept. SITE PREPARATION/EROSION CONTROL SP01 - FED AID NO.: ARRA-0167(044) '12 W48 NO. REVISION BY DATE APPR R.MEYER STA 10+00 TO STA 13+50 SECT.18 T.23N. R.5E. W.M. 000nr)pn000UJ0C;, 044_. O.C�J:OOn000.'D0 rnOGC 15+00 m A111111l1K 2 16+00 ; 4 II) _ _nr4�n7LLI OOP r�//=7L. - �s -- W t� TTUCK AYE _ +oo HLd z C) Q PLAN GENERAL NOTES:- 1- SEE ROADWAY PLAN & PROFILE ON DWG RPOt-RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SDO1—SDO3 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. ® INLET PROTECTION — — — SAWCUT REMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. CURB REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING REMOVING CEMENT CONC. SIDEWALK j- PLANING BITUMINOUS PAVEMENT CONSTRUCTION NOTES: O1 ABANDONMENT OF MONITORING WELL. WELL TO BE DECOMMISSIONED. O2 REMOVE SIGN. PAID AS PERMANENT SIGNING. SEE DWG SGO1—SGO3 FOR RELOCATION. REMOVE FENCE UP TO RIGHT OF WAY. O4 REMOVE SIGN. PAID AS PERMANENT SIGNING. OPOWER POLE TO BE RELOCATED BY OTHER (PSE). 12 REMOVE TREE 14 PROTECT EXISTING MONUMENT 20 0 20 40 SCALE IN FEET a Ey Wi EYF APPROVED FOR CONSTRUCTION s see RAINIER AVE S (SR JE DM)M HARRIS I AECOM =20'. IMPROVEMENTS PROJECT Y.JIANG .®. CITY OF PHASE 1 ' 109M NE 8TH STREET, SUITE 750 �� i; n — ` K.MCBRIDE -� RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 DATUM PHONE: (425) 454-5600 FAX: (425) 454-0220 !.,ed� CITY OF RENTON ATE�A. LASZLO •* Public Works Dept. SITE PREPARATION/EROSION CONTROL SP02 s STA 13+50 TO STA 17+50 wveocn FED AID NO.: ARRA-0167(044) �13 '4' NO. REVISION - BY DATE APPR R.MEYER SECT.18 T.23N. R.5E. W.M. : N O O :)e'j Ld w �'. L-T' r - 18+00 o- �o r \L� \� w :_ I' �. - '< , �< i Q s LEGEND ® INLET PROTECTION — SAWCUT —X—X— HIGH VISIBILITY FENCE REMOVING CEMENT CONC. PAVEMENT REMOVING CEMENT CONC. CURB REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING, SITE ElREMOVING CEMENT CONC. SIDEWALK -= PLANING BITUMINOUS PAVEMENT EROSION CONTROL BLANKET --- CAUTION: WATERLINE, IS NEAR PAVEMENT SURFACE. PLAN GENERAL NOTES: 1. SEE ROADWAY PLAN & PROFILE ON DWG RP01—RP05 FOR LIMITS OF CONSTRUCTION AND ASSOCIATED REMOVAL LIMITS. 2. SEE DWG SD01—SDO3 FOR UTILITY PROTECTION, REMOVALS OR ADJUSTMENTS. CONSTRUCTION NOTES: O2 REMOVE SIGN. PAID AS PERMANENT SIGNING. SEE DWG SGO1—SGO3 FOR RELOCATION. O4 REMOVE SIGN. PAID AS PERMANENT SIGNING. O5 ADJUST EXISTING MONUMENT CASE AND COVER. SEE DWG RP03 FOR LOCATION. ORELOCATE LIGHT POLE. SEE DWG TS01 FOR LOCATION. OREMOVE HISTORICAL MARKER. SEE DWG RD03 FOR LOCATION. 1` 1 1 END PROJECT END CONSTRUCTION SHATTUCK AVE 22+33 .7 T O8 CONTRACTOR TO CONTACT BNSF PRIOR TO WORKING WITHIN BNSF R.O.W. TO REMOVING PAINTED CROSSWALK LINE. 17 FLAG TREES TO BE RETAINED AND PAINT WITH ORANGE OR WHITE "X" THOSE TREES TO BE REMOVED ACCORDING TO OWNERS REPRESENTATIVE. SET CLEARING LIMITS AROUND EXISTING TREES TO BE PRESERVED BASED ON RECOMMENDATION FROM CITY ARBORIST. PLACE HIGH VISIBILITY FENCE ALONG CLEARING LIMITS AROUND EXISTING TREES TO REMAIN. 12 REMOVE TREE 13 REMOVING PAINT LINE 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167) " DMJM HARRIS AECOM e�xW "£rF9 APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT �i . Y.JIANG S'• ,+r CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 w a : ` •' �8 p Y.JIANG DATUM `" RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 �002°°°°1 16 PHONE: (425) 454-5600 FAX: (425) 454-0220 B'.4�� CITY OF RENTON DATE A. LAsno *I ^u �� Public Works Dept. SITE PREPARATION/EROSION CONTROL SP03 AL FED AID NO.: ARRA-0167(044) STA 17+50 TO STA 22+33 14 '41 NO. REVISION BY DATE APPR R.MEYER v I + I 1 i I BEGIN PROJECT o I O , BEGIN CONSTRUCTION o SHATTUCK AVE 10+23 m SECT.18 T.23N. R.K. W.M. I N 48";STORM 30 -8" SANITARY SEWER % SEWER C OLL -- PROPOSED PAVING LIMIT V SHATTUCK AVE. R/W a -- ASPHALT SWALE > + loop ` 11 +00 12+00 13+00 SHATTUCK AVE. ~ z JQSHATTUCK- STA 10+00,_0' R_T _ ----- - - - � I' �-SHATTUCK STA 10+23 , BEGIN HMA PAVEMENT C) f AND HMA PAVEMENT OVERLAY F_ I (n I MATCH EXISTING j I + I I OD i I CONSTRUCTION NOTES: INSTALL MONUMENT CASE AND COVER (BY OTHERS). PLAN O COORDINATE INSTALLATION WITH CITY OF RENTON. ANGLE POINTS POINT STREET LOCATION 1 SHATTUCK STA 10+23.0, 28.0' LT 2 SHATTUCK STA 11+12.3, 28.0' LT 3 SHATTUCK STA 11+12.3. 29.5' LT 4 SHATTUCK STA 11+97.0, 29.5' LT 5 SHATTUCK STA 11+97.0, 25.1' IT GENERAL NOTES: 1. SEE DWG SDO1—SD03 FOR LOCATION OF STORM DRAIN. 23 REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER AS NEEDED DURING CATCH BASIN INSTALLATION. vi ROADWAY SECTION A I ROADWAY SECTION B I ROADWAY EXCAVATION INCL.HAUL ROADWAY SECTION C = 447 Cy Ld W 35 --- ----- — --- - _ -- 35 � SHATTUCK STA 10+35, 19' LT // BEGIN ASPHALT SWALE ELEV = 23.55' SHATTUCK STA 11±62,19_ LT_ _SWALE GRADE LINE 0 30 /SWALE ANGLE POINT 30 + ELEV = 24.25' j --EXISTING SHATTUCK AVE. R/W M EXISTING GROUND /-- F_ 25 _ —' ------�'----------- 0.60% SWALE SLOPE ----------- - --- — — —--------- ---- 0.42% SWALE_ SLOPE ---- N LLJ M O Z N �. N N 10+00 11+00 12+00 13+00 _ APPROVED FOR CONSTRUCTION DMJM HARRIS] AECOM 10900 NE 8TH STREET, SUITE 750 /'- o BELLEVUE, WASHINGTON 98004 002DA°° PHONE: (425) 454-5600 FAX: (425) 454-0220 ��.�?CITY OF RENTON DATE PROFILE la 20 0 20 40 SCALE: H: 1"=20' V: 1"=5' SCALE IN FEET 1 "=20' Ar�— 7.— � DATUAA a ,.}. CITY OF 'd RENTON 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+d0 TO STA 13+50 R.O'BRIEN � R.O'BRIEN RP01 A. LAszl.o isvaowa R.MEYER '154 REVISION BY DATEH BEGIN CEMENT CONC. SIDE BEGIN CEMENT CONC. TRA CURB AND GUTTER R1 CURVE DATA HORIZONTAL VERTICAL PC - 14+55.65 FLOWLINE 17.65' RT ELEVATIONS: A - 8953'58' BEGIN 25.08' R - 9.5' 1/4A 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 R2 CURVE DATA HORIZONTAL VERTICAL PC - 15+00.48 FLOWUNE 28.14' RT ELEVATIONS: A = 90'3518" BEGIN 25.13' R = 10.5' 1/4A 25.18' L = 16.60' 1/2A 25.20' T = 10.61' 3/4A 25.13' PT - 15+10.98 END 25.03' 17.53' RT SECT.18 T.23N. R.5E. W.M. SHATTUCK STA 14+04.86, 30' LT 6 84 \ BEGIN CHAIN LINK FENCE TYPE 6 O SHATTUCK STA 14+44.18, 30' LT_ O I f SEND CHAIN LINK FENCE TYPE 6 6 LK\ 1 \ \ SHATTL \ \ / 22' 30' ® - t-6 - VARIES 1 \ 17 % SHATTUCK AVE. R/W q•.� O (ASPHALT SWALE- " 61 ` % j I + } 14+00 0 15+00 - - ni SHATTUCK_ 16+00 _ SHATTUCK \ / 17+00 M 17.6' --------- -+ -- - - - _ - - - I - 2 2 ST - -i - -- --- - - II ,_. �_, - STA YS+47.42� 17`CT " -- A 16+46 16, 1T LTSHATTUCK I S ATTUCK AVE. fi I (COMMERCIAL DRIVE) COMMERCIAL DRIVE STA 16+76.62, 1T LT� U�. .. \ COMFAERCIAL. DRIVE (n PROPOSED- � -- - = l t;. � - - _ -- - t - - -- - --- PAVING LIMITUJI s: ¢ j \\ ` SHATTUCK !STA 15+15:20, 17.54 RT i J ( END CEMENT CONC. TRAFFIC CURB / _ \o I �, \ _ AND GUTTER U �' TI +`• \ I MATCH EXISTING CURB a ` SHATTUCK I i t0 STA 15+07 92 17 86' RTC/ 17' 1 - SHATTUCK STA 14+10.72, 17.65' RT j j �En S,=6TH BEGIN CEMENT CONC. TRAFFIC CURB ; \ �\ S. 6TH STA_ 60+35.78 STA 60+25.06. 18.44' LT O AND GUTTER ; \ BEGIN HMA OVERLAY- , 6TH_STA_60+31.04, 18.44' LT MATCH EXISTING CURB i i \ BEGIN CEMENT CONC. TRAFFIC CURB "Sh. 6TH O8S. 6TH-- -- - 8 AND GUTTER _ _ _ j STA 60t26.16, 17.28' RTO MATCH EXISTING CURB STA 60+25.20, 18.00` RT PLAN RTGENERAL NOTES: 0 S. 6TH STA_ 60+31 20�_17.18' __--._-__ a END CEMENT CONC. TRAFFIC CURB AND.1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN. GUTTER AND SIDEWALK MATCH EXISTING CURB 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14+82.30. ROADWAY SECTION C ROADWAY SECTION D ROADWAY SECTION E p-- ---- ---- - - - - - - - - - -- - -- - -- --- - - ---— -- . — - - - - -- . -: W ROADWAY EXCAVATION INCL. HAUL = 241 CY � 35 35 ' SHATTUCK STA 14+02, 19' LT END ASPHALT SWALE EXISTING GROUND O ELEV = 25.26' 10 30 30 SWALE GRADE LINE .!!' M � F- 0.42i SWALE SLOPE 25 z N 16 - 10 2 14+00 15+00 16+00 17+00 Q PROFILE � SCALE: H: 1" = 20' V: 1 "= 5' LEGEND EllCEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 CONSTRUCTION NOTES: O2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. SEE DETAIL DWG RD01. O3 SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RDO1. n CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. OO SEE DETAIL DWG RD01. a_ C' CONSTRUCT FLOWLINE OF CURB AT CONSTANT O O SLOPE GIVEN FROM STA 15+11.99, "ELEV. 25.71 TO STA 18+89.84, ELEV. 27.53. p O SEE CITY OF RENTON STD. PLAN L002 FOR FENCE DETAILS. Ld W OTYPE 2A SIDEWALK RAMP PER RENTON ( STD. PLAN DWG. F011. ( OTYPE 3A SIDEWALK RAMP PER RENTON STD. PLAN F012. O + O NOT USED. CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. 10 SEE DETAIL DWG RD01. 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167) ��y w• MErF9 APPROVED FOR CONSTRUCTION t"=20' w, IMPROVEMENTS PROJECT DMJM HARRIS I AECOM { Y.JIANG CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 a f �8 Y.JIANG-bATUMNTON SHATTUCK AVE S STORMWATER BYPASS BELo PHONE: E : (4 W 454-56 TON 98004 ovum Public Works Dept. ROADWAY PLAN AND PROFILE RP02 PHONE: (425) 454-5600 FAX: (425) 454-0220 °re�.,�� C(IY OF RENTON DATE A.LASZLO rl w l .gym °C0�°ar FED AID NO.: ARRA-0167(044) STA 13+50 TO STA 17+50 16 4, NO. REVISION BY DATE APPR R.MEYER SECT.18 T.23N. R.5E. W.M. S STA 101+50.00 M 13 END CEMENT CONC 'i TRAFFIC CURB AND GUTTER\ END -DEPRESS __ URB 13 -- 1- `' -' BEGIN DEPRESSED CURB AND GUTTER \':;, S. 4TH PL. R W ! AND -GUTTER _ S STA 102+10.0_0 _ 1 /�-� S STA 100+77.18 _ S STA 101+43.18. 14.72' LT BEGIN•, CEMENT CONC. ; " 13 Z TRAFFIC CURB AND GUTTER\`.'\ BEGIN HMA PAVEMENT -\ ;�\ BEGIN DEPRESSED CURBO �� ` i \ '� 1 S STA 102,+63.11 20' LT__ \ S_ STA 101+19.96 \ ;`. AND GUTTER END MA AVEMENT I S � STA 00+69.05 ______ BEGIN CEMENT CONC. \ \ \ ` S STA 102+40.00 13 --- - TRAFFIC CURB AND GUTTER END DEPRESSED CURB: END CEMENT CQNC. � � � �, \ \ ', \ � i TRAFFIC CURB AND GUTTER\'', \ \ \ AND GUTTER 1 S STA 101+12.06 .__ � � , \ _- _. ,p S_ STA 102+63.61, 10'_LT&RT 1 �,� 24 6HATTUCK �- \ \ END CEMENT CONC. \ `' " - - / -� ; END CEMENT CQNC. Ir_, N \ STA 17+74.58, 17' LT O ` \TRAFFIC CURB AND GUTTER \\"�\ Z TRAFFIC CURB AND GUTTER d COMMERCIAL DRIVE) 11 S STA 100+44.20 10' LT`, 28.6' BEGIN CEMENT CQNC. \ d TRAFFIC CURB AND GUTTER 1\ 15 1g t \\• 4 \SHATTUCKSTA21+54_63 END PROJECT cl- 13 - --, �•� - +Qe , - -- - - - % -- - - ---------- END_ CONSTRUCTION _ • K,• R' - SHATTUCK AVE 22+33 w - - - - - - - ---- - -=. . �< , 1C� _ �-a , / - SHATTUCK AVE. � ,,AIL '�102+00 10'� ' -'30 -% - 1O2 � 9� '• SHA S LINE - `\�J �1•/ / j +00 - \� 10' r - �- - - - O --� - - O 18+00 j / \ 20+00 `, 6' 21+00 22+00 -� - SHATTUCK AVE / + -� LO . fj \, 8'-WALKWAY �\ 11 R W t� 14 r O M s \ Q 12 \ SHATTUCK-5TA-20 4.07 0 RI 18 ,Y \- \1 ' \\ �\ S STA_ 101+69 24; 10 -� w l i1 SHATTUCK STA` 18+87.86 \\ ` \ \, \ 's -,TA Inn+R04Y. \S STA''1o1+'30.27 - LEGEND J- `- �� BEGIN CEMENT CONC. BEGIN DEMENT CQNC. 5 STA'_100±47.19, 1_0_ RT / / O \ `TRAFFIC CURB. AND GUTTER \, TRAFFIC URB AND GUTTER \ F ANGLE POINTS CEMENT CONC. SIDEWALK I PER CITY OF RENTON STD PLANS F005 POINT STREET LOCATION 2� BEGIN ;CEMENT CONC. O O \S STA 101+21 ^36__ t- TRAFFIC CURB AND GUTTER STA s4 1 S LINE STA 100+45.08,39.8' RT 7 Gt ,• ioo+7z _ ___.-_ Z • END CEMENT CQNC. Q CEMENT CONSTRUCTION NOTES: -< tf \ END CQNC. (n TRAFFIC CURB AND GUTTER "� TRAFFIC CURB AND GUTTER U \ HOL]SER WAY S. R/W \ _)o O INSTALLATION OF MONUMENT CASE AND COVER (BY OTHERS). COORDINATE INSTALLATION WITH CITY OF RENTON. 2 S LINE STA 100+51.51,38.9' RT - 16 \ j STA 100+59_26, 3 S LINE STA 101+55.20.33.5" RT ! 4 S LINE STA 100+37.55,10.5' RT \ `S 35 20" RT 12 j CEMENT CONC DRIVEWAY ENTRANCE TYPE C BEGINNING OF DEPRESSED CURB\ 16 SEE DETAIL DWG RDOt. AND HEIGHT TRANSITION % y DEPRESSED CURB & GUTTER AS SHOWN IN DETAILS IN O SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01. 6" CURB- \ 5. �\ -- -- DWG RD02 PLAN CONSTRUCT FLOWLINE OF CURB AT CONSTANT it SCALE: 1" = 20' OSLOPE GIVEN STA ELEV. 25.71 TO OFCE-R, GENERAL NOTES: 4,FROM 2753.11.99, `v CURB TRANSITION DETAIL 11 SEE DWG RD02 FOR CEMENT CONC. CURB AND O GUTTER DETAILS. d NTS 1. SEE DWG SD01-SDO3 FOR LOCATION OF STORM DRAIN. 0_' 12 BOLLARD TYPE 1 PER RENTON STANDARD PLAN H019. C9 ROADWAY SECTION F ROADWAY ROAD WAY.SECTION H ROADWAY ROADWAY SECTION I ROADWAY SECTION G CTION SECTION J SEE DWG RD02 FOR DEPRESSED CURB DETAILS ...... .......... ___-___ROADWAY-EXCAVATION ,INCL. HAUL 336 CY . .- _ _.. _ ___ TO SHATTUCK 13 AND CURB TRANSITION DETAIL THIS SHEET W EXISTING BNSF RR 60 VC T 22+33 OVERCROSSING - r _ 101+65 u� SEE DWG .RD03 S SIDEWALK RAMP TYPE 2. A W u)l VPI S STA - o N _SEE DWG RD03 + o VPI ELEV = 26.75' 0 N FOR ADDITIONAL 74 SEE RENTON STD. PLAN F011. -----R _ FOR ADDITIONAL 35 : GRADING oiN N. N .3 SEE DWG ST01 FOR SACRIFICIAL BEAM DETAIL AI U INFORMATION S. 4TH PL. . 15 AND PLACEMENT LOCATIONS. INFORMATION al> a > VPI S STA 102+69.11 a' SHATTUCK AVE. Qb �IJ w --- to Dui Id La . ELEV 2837 z am � I `\ 16 CONTRACTOR TO CONTACT BNSF WHEN WORKING I� _j 3 WITHIN BNSF R.O.W. 30. U as a > 0%.. { _ __ >> 1.75% - - CEMENT CONC. DRIVEWAY ENTRANCE TYPE B. -1.08% F _, SHATTUCK - �- T - - - / 17 SEE DETAIL DWG RD01 FOR DETAILS. o ST_A 18+54.68 /� --PROFILE GRADE -'MATCH EXISTING -_` \ S STA 102+69.61 18 ADJUST EXISTING MONUMENT CASE AND COVER. m W 25 = S STA 100+00 AND PIVOT POINT \ 2 i VPI S STA 100+45.7. --EXISTING GROUND ELEV 28.20 Z -TUCK---- - VPI S STA 102+63.61 ! S. 4TH- PL. STA 39+89 66 ; SEE DWG ST02 FOR HEIGHT DETECTION WARNING J =SHATTUCK STA. 19+00, 8.10 LT. -- ---- ---- -- - _ EL: 28.04 SHATTUCK STA. 211 18.40, 10' LT S STA 102+99.34. 19 SYSTEM DETAIL AND PLACEMENT LOCATIONS. ELEV 28.48 = SHATTUCK STA 21+52 10' LT Q 100+00 101+00 102+00 103+00 24 SEE DWG RD03 FOR INTERSECTION DETAILS. PROFILE 20 0 20 40 SCALE: H: 1" = 20' V: 1 "=5' SCALE IN FEET RAINIER AVE S (SR 167) m :.T'� ME,,, APPROVED FOR CONSTRUCTION "+w++® IMPROVEMENTS PROJECT O e 9 sr"r. 1'=20'm»r1 is DM)M HARRIS AECOM �. Y.DARMAWAN E3 CITY OF PHASE 1 P� 10900 NE 8TH STREET, SUITE 750 .0 SHATTUCK AVE S STORMWATER BYPASS Y.DARMAWAN RENTON o BELLEVUE, WASHINGTON 98004 ri PHONE: (425) 454-5600 FAX: (425) 454-0220 CITY OF RENTON DATE A.LASZLO�-' Public Works Dept. ROADWAY PLAN AND PROFILE RP03 AL s STA 17+50 TO STA 22+33 'acxo`in FED AID NO.: ARRA-0167(044) '17 '4' NO. - _ - - REVISION _ BY DATE APPR R.MEYER 'ER I H019 (TYP.) ND GUTTER DETAIL CEMENT CONCRETE CURB AND GUTTER SEE DWG RD03 FOR DETAIL CEMENT CONC. DRIVEWAY ENTRANCE TYPE B DETAIL FULL DEPTH SAWCUT MATCH EXISTING GRADE5:5' - �0.5, SIDEWALK VARIES 27 j 10" THICK CONCRETE - 4" CSTC m 1:3 MAX-,. PROPERTY LINE PROPERTY LINE t EXIST EXIST,CO_MMERCIA _ EXIST. COMMERCIAL -.. SHATTUCK STA 15+05.65 SHATTUCK RESIDENTIAL :7 ASPHALT DRIVEWkY_I ASPHALT DRIVEWAY END DEPRESSED CURB AND GUTTER STA 14+39-28, 17' LT - - - ----- CEMENT CONCRETE TO MATCH BEGIN CEMENT CONC. BEGIN DEPRESSED CURB - - - EXISTING SURFACE ELEVATION - TRAFFIC CURB AND GUTTER AND GUTTER x T/C=26.19' 1 1 .. i 13' oI 01l i6' SIDEWALK SHATTUCK 0.577. FLOWLINE GUTTER SLOPE STA 14+_44:28 -17' LT' - T/C=25 50' --10" THICK CEMENT CONCRETE SHATTUCK SHATTUCK FL=25.33' (COMMERCIAL DRIVE) STA 14+99.65, 17' LT STA 15+11.24. 17' LT PROFILE VIEW CEMENT CONC. SIDEWALK NOTE: G FOR EXPANSION JOINT DETAILS SEE CITY OF RENTON STD. PLAN F-03. CEMENT CONC. SIDEWALK c` CEMENT CONC. TRAFFIC CURB ' AND GUTTER SEE DWG RD02 FOR DETAIL -- DEPRESSED CURB AND GUTTER SEE DWG RD02 FOR DETAIL -__MIN. 10" THICK CEMENT CONCRETE IN APPROACH AREA, CEMENT CONC. DRIVEWAY ENTRANCE TYPE C DETAIL SIDEWALK RAMP WIDTH AS SHOWN ON CEMENT CONCRETE TRAFFIC DWG RPO1-RP03 CURB AND GUTTER - ;(ON STREET SIDE) 22 - -CURB VARIES FROM 0" TO 6" 4" CEMENT T/C=25.82' T/C=26.21' FL=25.65' FL=25.71' 6" LHICK CEMENT!CONCRETE 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 0 E o° 6' 2' 3/8" EXPANSION JOINT _ SEE RENTON STD. PLAN F-03 6" 1 1:12 1. MAX SLOPE 4" MATCH EXISTING PAVEMENT ELEVATION—. CEMENT CONCRETE SIDEWALK SEE DRAWINGS RS02 & RS03 CONCRETE SIDEWALK DETECTABLE WARNING PATTERN FOR WIDTH INFORMATION -- SEE DETAIL ON RENTON STD. PLAN F13-1 ` 2" CSTC Al SIDEWALK RAMP TYPE 5 SECTION NInT�C- 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. RAINIER AVE S (SR 167) Lo . r� APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT N NTS ,�.,K: � ,�n>�, DMJM HARRIS AECOM �:� , / , Y.JIANG CITY OF PHASE 1 i 10900 NE 8TH STREET, SUITE 750 - i/ uvw: RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 ^ r 2 Y.JIANG DATUM o PHONE: (425)454-5600 FAX: (425)454-0220 °^p ��?PAVING DETAILS CITY OF RENTON DATE �t ,r'j Public Works Dept. �m A.LASZLO r ,K RD01 © ADDENDUM NO. df YD 07/09 FED AID NO.: ARRA-0167(044) `18 `4 NO. REVISION BY DATE APPR R.MEYER N O cr L _6 1/2- 1/2" R- — ,\ //--FACE OF CURB 1/2" R AND VARIES TO % M t" R FOR 6" 6'-6" CURB FACE �----------------IN 6" ------ �-' t�---------1 I /\I �111�� MATCH TOP OF ROADWAY MIN yMIN 1" R— i" R ----- ------ - 1 I / ROADWAY SLOPE % -- 1 /2 2.5'---- O �i N' _ �_ _! I MIN I i I SEAL WITH CSS-1 (TYP.) d - . ° SIDEWALK�� -�"---- ---- f � p n ° -1/4" JOINT FILLER w- D �I a > p ° ° D P 1� 2" GRIND OR PARTIAL a - T _- - - ____►. DEPTH SAWCUT (TYP.) 0 PAVEMEN da I CRUSHED SURFACING 2" MIN. HMA CL. 1/2" PG 64-22 SURFACE COURSE [-HMA e 4 a < --------6"---- — -- _-I BASE COURSE OR AS SHOWN ON SDOS 6" MIN. HMA CL. 1/2" PG 64-22 BASE COURSE ° 6" MIN. CRUSHED SURFACING TOP COURSE DEPRESSED CURB AND GUTTER SECTION WATER SERVICE OR OTHER UTILITY ° AT SIDEWALK RAMPS NOTES: d AND DRIVEWAY ENTRANCES SEE TRENCH CROSS SECTION ON DWG SDO8' FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. I e ° MIN V TRENCH WIDTH u r—SEAL WITH CSS-1 (TYP.) —2" GRIND OR PARTIAL DEPTH SAWCUT (TYP.) —2" MIN. HMA CL. 1/2" PG 64-22 SURFACE COURSE �6" MIN. HMA CL. 1/2" PG 64-22 BASE COURSE —6" MIN. CRUSHED SURFACING TOP COURSE —CONSTRUCTION GEOTEXTILE FOR SEPARATION NOTES: SEE 48 TRENCH CROSS SECTIONS ON DRAWINGS SD05 AND SDO6 FOR UTILITY TRENCH WIDTH AND ADDITIONAL DETAILS. TYPICAL LONGITUDINAL PATCH DETAIL 6 1/2" _I �j--1"R - MATCH ROADWAY SLOPE -FACE OF CURB d ° ---TOP OF ROADWAY %- 1" R N� d d d a a J CEMENT CONCRETE TRAFFIC CURB AND GUTTER • E o 0 MEyF o DMJM HARRIS] AECOM �i,�•� eiao � imp APPROVED FOR CONSTRUCTION � ' o 10900 NE BTH STREET, SUITE 750 BELLEVUE, WASHINGTON' 9k04 PHONE: (425) 454-5600 FAX: (425) 454-0220 � CITY OF RENTON DATE TYPICAL TRANSVERSE PATCH DETAIL GRATE ---, 5" MAX.:--- -- TRIM GEOTEXTILE FILTERED WATER INLET PROTECTION DETAIL SECTION CEMENT CONCRETE PEDESTRIAN CURB DETAIL ITEM ASS INLET PROTECTION ISOMETRIC VIEW NOTES: 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 WITH00 f PIECING THE COLLECTED MATERIAL. RAINIER AVE S (SR 167) NTS IMPROVEMENTS PROJECT Y.JIANG e CITY OF PHASE 1 ..�: K. MCBRIDE y. `'_RENTON SHATTUCK AVE S STORMWATER BYPASS —R.O'BRIEN �''� Public Works Dept. ROADWAY DETAILS RD02 sc`.e .ccoim.a. •'vv"O'� FED AID NO.: ARRA-0167(044) 79 `41 R.MEYER M ' O C. W R3 CURVE RETURN ELEVATION 0 FLOWLINE CURVE RETURN DATA: CURVE LENGTH = 24.95', a71'29'07", 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 26.75' 3 1 /2 26.78' 4 3/4 26.73' 5 PT HOUSER WAYS 50+27.75 i 17 33 RT 26.77' SECT.18 T.23N. R.SE. W.M. -- - - -- -- LINE- : R=3'(TYP.) ,i-a SHATTUCK AVE. R/W CL - " SHATTUCK AVE. II SHATTUCK STA 18+47.,00 BEGIN TRAFFIC ISLAND 2 S STA 100+39, 0.00- \RT '09 �t0 8.0o' `;N . ©; / R-3 v 20 SHATTUCK STA= }8+61.53 17 F}2RT�- r/ o -� BEGIN CEMENT CONC. TRAFFIC CURB 5 AND -GUTTER AND SIDEWALK 4, Ff / -- -- -- - - - 7h w - v_\ 110• 6' 3OS_HATTUCK STA 21+21.77. 6' RT 21+00 6' �N v1 ----- 8.00' i T� -- -- - -SHATTUCK AVE. S. 4TH PL. STA 39+29.21, 21.6' RT BEGIN CEMENT CONC. TRAFFIC CURE AND GUTTER AND SIDEWALK CONSTRUCTION NOTES: OCEMENT CONC. DRIVEWAY ENTRANCE TYPE C SEE DWG RD01 FOR DETAILS O3 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01 • S. 4TH PL STA 39+29.2 21 'BEGIN � HMA OVERLAY TYPE 2A SIDEWALK RAMP PER RENTON STANDARD 1 n 14 PLAN DRAWING FO11 Z S. 47H PL. R/W , -� L- 19 CONCRETE PEDESTRIAN CURB, SEE DETAIL CEMENTDWG 20 MATCH EXISTING S 4TH PL _ SAWCUT STA 39+60.69, 23.63' R7 2t MATCH EXISTING PAVEMENT ELEVATIONS BEGIN DEPRESSED CURB AND GUTTER SEAL W/ CSS-1 ASPHALT O22 INSTALL RELOCATED HISTORICAL MARKER IN / ,_S_ TH PL._ 14 S 4TH PL STA 39+72.86 21 " SIDEWALK PER DIRECTION OF ENGINEER. REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER / �T 39+69.52, 25.4' RT % HMA PAVING OVERLAY AS NEEDED DURING CATCH BASIN INSTALLATION. SHATTUCK STA 22+33 / !0 !' \�-,SHATTUCK STA 21+21_.77;' 6 00' RT END DEPRESSED CURB AND GUTTER O HOUSER WAY S. 5? I 14 ------ -- 'I` i !� - BEGIN TRAFFIC CURB AND ';GUTTER STA 50+33.27, 17.98' RT- Y� 1 OUSER WAY S. `v 7. 1 STA 50+4270' RT /�',• 1� - i END CEMENT CONC. TRAFFIC CURB i \., I -- -- -- -- -----'--.-.- :-_. - ---- - --. - __---------- - '---------------------------- - -- _ --- i SHATTUCK STA 21+22_27, 20.15- RT - AND GUTTER AND SIDEWALK %`. �I 20 END TRAFFIC CURB AND GUTTER HOUSER WAY S. STA 50+42.77 HOUSER WAYS 1 - -- --- - -------- --- 14 -- ---------� '---HOUSER WAY S. STA 50+48.73. 4.53 LT END PAVEMENT HMA PAVING 0STA 50+31.52, 7.06 LT ! END CEMENT CONC. TRAFFIC CURB AND HOUSER WAY S. CONSTRUCTION Ii - GUTTER HOUSER WAY S. INTERSECTION PLAN FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION 6 HOUSER WAY S. 50+42.77 0.00' RT 26.99' 7 HOUSER WAY S. 50+47.07 6.21' LT 27.1V 8 HOUSER WAY S. 50+33.27 17.48' RT 26.76' 9 HOUSER WAY S. 50+31.52 6.56' LT 27.01' 0 SHATTUCK AVE. 18+81.48 4.00' LT 27.64' 11 SHATTUCK AVE. 18+94.18 4.00' LT 27.77' 1 HOUSER WAY S. 50+31.70 0.00' RT 26.89' FINISHED PAVEMENT SPOT ELEVATIONS POINT STREET STATION OFFSET ELEVATION 13 SHATTUCK AVE. 18+52.00 4.00' LT 27.35' 4 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' S. 4TH PL. INTERSECTION PLAN a �YL MEY DMJM HARRIS I AECOM �` F9 ^vsTQucnoN c oo .ior s`u`. 1'=10' wwi�om�"wnw 'w�vo, } Y.JIANG !b ,} CITY OF 10900 NE 8TH STREET, SUITE 750 '`-{!� oa,.n: :. , /� f g RENTON 0 BELLEVUE, WASHINGTON 98004 Y.JIANG DATUM PHONE: (425) 454-5600 FAX: (425) 454-0220 c DATE Pt. R.MEYER ^T Public Works De FED AID NO.: ARRA-0157(044) ik Wes_ NO. REVISION BY DATE APPR R.MEYER :4- LEGEND CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 NOTES: 1. ALL ELEVATIONS ARE TO FACE OF CURB OR SPOT GRADING ELEVATIONS 10 0 10 20 SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS INTERSECTION DETAILS :RD03 I POST FOR WARNING LIGHTS � SEE TRAFFIC SYSTEM SHEETS U B TYP. STOS SEE DIMENSION TABLE r 6"0 HANDHOLE ® NIPPLE LOCATION(TYP. SOFFIT ELEVATION SEE DIMENSION TABLI HSS 16" X 16" X 1/2" (TYP.) ERECT VERTICAL t Y4" BEAM (TYP BOTH LEGS) a HSS 16" X 16" X 1/2" (TYP.) 00 C (TYP.) HORIZONTAL OFFSET VARIES ST05 / SEE DIMENSION TABLE ' I 1 BOT. OF BASE PLATE ELEV. 21 4-0" MIN CIA TYP '--W12-301 I CENTER OVER 10' LANE SEE DWG SG02 FOR DETAILS 111- NIPPLE AT BACK OF BEAM ® SIGN ( (AS REQUIRED)(TYP.) * S-LINE PAINT APPROACH SIDE — AND BACKSIDE ALTERNATING �1 BLACK AND YELLOW COLOR V 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 4'-0" (� HSS POST NORTH SIDE O O O ---------.. O..-- I =0 O O COLUMN LOCATION SEE DIMENSION TABLE I / FACE OF CURB J TAPER DIM. B ' (SOUTH SIDE) 4 PLAN E NORTH BEAM SHOWN LCONCRETE g SOUTH BEAM SIMILAR PAVEMENT ' S-LINE LASPHALT PAVEMENT POST 6'0 HANDHOLE 4-TERMINAL SEE ST05 FOR NEMA 3R CABINET DETAILS _ �I—HANDHOLE m CURB FACE DETAIL _—_—_--- BASE PLATE ELEV. 4' LEVEL (TYP.) MINIMUM �/ 1 BOT. OF FOOTING ELEVATION EXISTING 16" WATER LINE SEE DIMENSION TABLE EAST SIDE OF STRUCTURES CONCRETE - PAVEMENT SURFACE P, LEGEND B IDENTIFIES VIEW OR DETAIL STO TAKEN OR SHOWN ON DRAWING ST01 B TAKEN OR SHOWN ON THE SAME SHEET 1/2" PREMOLDED JOINT FILLER ANCHOR RODS TOP OF CURB HMA PAVEMENT SURFACE GENERAL NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 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 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 OF THE FULL PENETRATION WELD. 4. ALL BOLTS, RODS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M232. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AASHTO M 111. ALL EXTERIOR STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. FABRICATE POSTS STRAIGHT 7. MATERIALS SPECIFICATIONS: 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. SECTION A ' DIMENSION TABLE * CURB LINE VARIES BASED ON 10' OFFSET FROM S LINE CENTERLINE LOCATION COLUMN LOCATION SOFFIT ELEV. BOTTOM OF FTG. ELEV. BOTTOM OF BASE T ELEV. TAPER DIM. A TAPER DIM. B TAPER DIM. A FTAPER I DIM. B H L LEFT RIGHT WEST EAST SACRIFICIAL BEAM SOUTH S-LINE STA 100+72.59, 13.5' LT S-LINE STA 100+77.45, 13.5' RT 36.05' 23.46' 28.22 4.28' 2.83' •2.84' *4.28' 9.00' 27.43' SACRIFICIAL BEAM NORTH S-LINE STA 101+14.63, 13.5' LT S-LINE STA 101+27.29, 13.5' RT 35.56' 22.94' 27.73' 5.79' 1 2.13' *1.93' 1 •5.87' 9.00' 30.00' RAINIER AVE S (SR 167) LIApC APPROVED FOR CONSTRUCTION: �� IMPROVEMENTS PROJECT DMJM HARRIS ( AECOM yp N.T.S.«��,,.*, _ s.Tu s4 CITY OF PHASE 1 ' 10900 NE 8TH STREET, SUITE 750 / A �8 DA1UM RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 �''^' Y. JIANG PHONE: (425) 454-56DO FAX: (425) 454-0220 r 1 CRY OF RENTON DATE t „r , Public Works Deft. SACRIFICIAL BEAM ST01 ,q K. LINTS T PLAN, ELEVATION AND SECTION FED AID NO.: ARRA-0167(044) NO. REVISION BY DATE APPR R. MEYER N CD H U) a DRILLE rn 0 a Q0---- COLUMN LOCATION SEE DIMENSION TABLE PLAN * 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. SPAN LENGTH (L) SEE DIMENSION TABLE POST HANDHOLE ** (TYP.) SEE ST07 I — I I I � I HSS 6 X 6 X 3/8" SOFFIC ELEVATION ( BEAM (TYP.) SEE DIMENSION TABLE 1" NIPPLE I FOR CONDUIT (TYP. AT HANGER) SWING ARM E (TYP.) I J 8" DIAM. PVC SCH. 80 PIPE ST07 m PAINT PIPE WITH ALTERNATING I SPIRAL OF BLACK AND YELLOW z COLOR 1' WIDE ® 45' I 0 I _V) z 4'-0" 6'-0" 1 6'-0" , X-0" i 0 HORIZONTAL OFFSET VARIES I SEE DIMENSION TABLE °O J !n oz w ERECT VERTICAL t Y4" S-LINE 0 ti ® C BEAM (TYP. BOTH LEGS) z r PROFILE GRADE o a AND PIVOT POINT I BOT. OF BASE PLATE ELEV. I I i HEIGHT DETECTION FRAME DIMENSION TABLE LOCATION COLUMN LOCATION SOFFIT ELEV. BOTTOM OF BASE It 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' 2&52' 13.37' 29.84' s E 0 a LIANC DMJM HARRIS ( AECOM APPROVED FOR CONSTRUCTION 10900 NE 8TH STREET, SUITE 750 ! / o BELLEVUE, WASHINGTON 98004 +�sra�r` CITY OF RENTON PHONE: (425) 454-5600 FAX: (425) 454-0220 POST A ST06 (TYP.) j` 1 WARNING LIGHT I SEE TRAFFIC SYSTEMS DWGS-\ —HANDHOLE AS REQUIRED \-W12-2 SEE DWG SGO1 FOR LOCATIONS SWING ARM ! SEE DWG SG02 FOR DETAILS (TYP.) HSS 6 X 6 X 3/8" POST (TYP.) z C n \ ST06 (TYP') HEIGHT DETECTION ELEVATION EXISTING 16" WATER LINE EAST SIDE OF STRUCTURE SHAFT (TYP.) SEE DWG ST03 NOTES: 1. FOR GENERAL NOTES, SEE SHEET ST01 2. FOR CURB FACE DETAILS SEE DWG STOi s N.T.S. U »+ * IMPROVEMENTS PROJECT 3 CITY OF PHASE 1 9 Y.JIANG DATUM RENTON SHATTUCK AVE S STORMWATER BYPASS DATE K DINTS t 17 Public works Dept. HEIGHT DETECTION WARNING SYSTEM ST02 '�vPO`Ea FED AtD NO.: ARRA-0167(044) PLAN AND ELEVATION �22 �4 NO. REVISION BY DATE APPR R. MEYER ALTERNATE HOOKS NOTE: NOTE: EVERY OTHER BAR USE A TEMPLATE TO LOCATE AND USE A TEMPLATE TO LOCATE AND CV) SECURE BOLTS IN PLACE DURING 3 _0" SECURE BOLTS IN PLACE DURING O FOUNDATION INSTALLATION. 3/4" CHAMFER (TYP.) FOUNDATION INSTALLATION. A_ (n B ANCHOR ROD-2"O X 4'-4" LONG FS #6 ®12" U) ANCHOR ROD - 1"0 x _ / THREADED ROD WITH 2 WASHERS _ 4'-4" LONG THREADED AND 4 HEAVY HEX NUTS (TYP.) x F4 #6 ® 12" ROD WITH 2 WASHERS AND THREAD EACH END 8" GALV. N a 4 HEAVY HEX NUTS (TYP.). x¢ \ ANCHOR ROD ENTIRE LENGTH I F9 #6 THREAD EACH END 14". R F3 #8 GALVANIZE ANCHOR ROD POST_ 5 #5 �• 20 #5 =t-i': j l> SLOPE TO ENTIRE LENGTH. o I 2 5❑#5 I (� _� MATC ROADWAY It 3 9 10 BARS TOTAL 0 ID I o T 2 70#4 (TYP.) t I ❑# ( ) CAP EACH END =�ti I.11�11 - jl o - `f-7�T rn ® CAP OF ONE FOUNDATION MAY BE t l I I l i a � Q d _I PLACED WHILE SIGN STRUCTURE IS I I 41 �- - iiLn a t l 5 #5 (TYP. 4 TOTAL ------ v TEMPORARY SUPPORTED IN PLACE 1 1� ) n ¢ /// -- I I SEE ANCHOR DETAIL 2 N - U II I > I /------- I III I > p w of SEE ANCHOR DETAIL 1 \ `r / • > I F3 #8 v ` L -- 7. i_ _ .I Lit ..I Q CONSTRUCTION JOINT �AT EACHCORNER�arr��r-�-�-7W-W- o W/ROUGHENED SURFACE STEEL CONDUIT Q2" DIAM. STEEL CONDUIT PLAN F10 #6 (- F1 #6 AND F2 #6 TO14 P & A. @ 6" 12" F1 6 AND F2 ® 12" 3.. (TOP & BOT-) POST SECTION rD ~ 25" STOt o N a r 3 #9 (10 BARS TOTAL) 0 o 3'-0" 0 SHAFT V) I POST V) L Q J Q Z_ IW- ofF- = III N v i I 0- 0 - - - c-P III FINISHED GROUND LINE I 0 ut CAP EACH END t / 1�1 1 1/2" 0 STEEL CONDUIT 2 1/4" 0 HOLE (TYP,) 3/8" THICK IZ (ASTM A36) SHAFT ELEVATION ANCHOR DETAIL 2 O CASE THE EXCAVATION AND USE y TREMIE WHEN WATER IS PRESENT 1/2" PREMOLDED j a 1'-3" I JOINT FILLER TOP OF CURB a SECTION B REINFORCED ANCHOR ROD 2" MIN. HMA PAVEMENT POST - CONCRETE ft 14" MAX. SURFACE PAVEMENT F3 #8, o_` 1" LENGTH OF P' SURFACE I SPIRAL BAR WELD I I of 1I • I I I 11 I SHOP WELD OR FIELD WELD OR 3 WRAPS •1'-6" I t • F2 #6 F 7 ALT. HOOK 1 �' ._- ___ S E 2 S E SHOP WELD WELDED SPLICE DIRECTION a --.._.. ... ( / ( OF SPIRAL MIN- � AT END OF w SPIRAL EMBEDMENT • F9 #6 (TYP. E.S.) 10 SPIRAL BAR I I 1 { S , WELDING SHALL MEET THE REQUIREMENTS r{ � - •_=' - o -- -- - OF STD. SPEC. 6-02.3(24)E • �`___ -�_ _•_ i FOR WELD DIMENSIONS, SEE TABLE BELOW. WELD DIMENSIONS ! DEFORMED BAR F1 #6 0 1 1/16" 0 HOLE (TYP.) S E LENGTH L 3/8" THICKI R (ASTM A36) #4 r 7y 4 v a SPIRAL TERMINATION DETAIL F3 8 7 SPA. ®1'-1" MAX. = 7'-6" q E ANCHOR DETAIL 1 TOP AND HOT. WELDED LAP SPLICE DETAIL SECTION a ;n p� 67) LIAM0 APPROVED FOR CONSTRUCTION �� wur. �� �o w RAINIER AVE S (SR JE „,�,,,,,;,,,o„�,,,,, IMPROVEMENTS PROJECT DMJM HARRIS AECOM y STU NTS ,� } CITY OF PHASE 1 1 10900 NE 8TH STREET, SUITE 750 • '» .,n RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 _ �:� Y.JIANG DA7uM ro ,o PHONE: (425) 454-5600 FAX: (425) 454-0220 bau>.��� CITY OF RENTON DATE �K.LINTS a�k Public Works Dept. FOUNDATION DETAILS ST03 `srxc�, aawr 11S(''� -- _ -- APAO''•'@ FED AID NO.: ARRA-0167(044) '23 '48 �t NO. REVISION 6r DATE APpR R. MEYER LO O I- hf M a m 9'—.-i" CE POST N � I a Ld � I I I /ANCHOR / BASE R N NOTE: DIAGONAL PL NOT SHOWN -STIFFENER (TYP.) 9" SQUARE HOLE CENTERED THRU STIFFENERS WITH 3" RADIUS AT CORNERS (TYP.) 3/4" 0 DRAIN HOLE BOTTOM FLANGE ONLY v alp `-CLIP 3/8" STIFFENER PLATES AT RADIUS (TYP.) SECTION F N POST STIFFENER R 3/8 \-2 1 /4"0 HOLE FOR '_ /� I i ANCHOR ROD (TYP.) - - - - - - - - - - - - - - - --- - - - - - - - - - - - - I Icli 1/4 It I 6"0 HANDHOLE n SEE DETAIL B ONS0 DWG ST07 � I �� � � !F II STIFFENER R 3/4 (GRIND EDGES TO FIT) Fl II Y6" MAX. Ll REINF. F I �� H G 1 I �� II I 1/4 ------1 ---- --===____-_______= 1 I u, TYP. I I I i 2 I 5/16 4" 1" I STIFFENER R 3/8 I 4' 0 11 1 t1 TYP. i I I - I 5/16 I STIFFENER R I I 3/4" 0 DRAIN HOLE 4 I I 1" (TYP.) I I I I i I a i 1 i I I I I MT & VT ® ROOT PASS 100% 1/4 I & ® COVER PASS 100% , b I 1 I I 1 I I 1 o I I 1/2" ff 1/2" -1 a I DETAIL o c sr01 a LIANC APPROVED FOR CONSTRUCTION p DMJM HARRIS AECOM yP 10900 NE 8TH STREET, SUITE 750 i , - y 0 BELLEVUE, WASHINGTON 98004 7 PHONE: (425) 454.5600 FAX: (425) 454-0220 a ,e' CITY OF RENTON DATE 5 1/2" 1'- 4" 5 1 /2" q POST I I I i � I 2" I 1/2" X 1" DRAIN SLOTI (TYP.) a I I 3" 10 Yz" 10 Y2" j 3» SECTION A q POST DETAIL B 1'- 4" STO 1 POST 1FFENER 3/4 STIFFENER R 3/4 STIFFENER R 3/8 BEAM DETAIL 1" - ST06 SIM STIFFENER R 3/8 7, DETAIL PosT/*-2�2 1/4" VG K 8"(D IA :TYP.) INET PLAN VIEW RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT s.Tu NTS ,F5 CITY OF PHASE 1 0� K-MCBRIDE �RENTON SHATTUCK AVE S STORMWATER BYPASS DaruM K.LINTs Public works Dept. STEEL CONNECTION DETAILS ST05 Npi w M° 1 OF 3 FED AID NO.: ARRA-0167(044) REVISION BY DATE APPR R. MEYER _254 I I I I I I I I I I I I A e - HAND HOLE AS REQUIRED SQUARE "U" BOLT (1) HSS TUBE I STL WASHER TYP. -Z--------r_T---------- - -- ------- I I I L 6x2x-)gxO'-5 LLV Y I I 1 STL WASHER TYP. - L 6x3x-Xx0_-5 LLV I ----- - ---- -I -=-- ----- TYP. - f6 ? 7/16"0 HOLE (TYP.) I N 7%"0 BOLTS THREADS SHALL NOT EXTEND INTO THE FIRST DOUBLE NUT TEFLON WASHER TIGHTEN NUTS BACK TEFLON WASHERS ON EACH OTHER SNUG TIGHT ALLOW X"O U-BOLT SWING ARM MOVEMENT (TYP.) 0.093"x6" FLAT SPRING �Jim STEEL (3 LAYERS) 1 1 I I I � 3" 3" "U" CLIP "D" SEE SECTION V0 U-BOLT I TILT SWITCH PROBE DETAIL SEE ELECTRICAL SHEETS 5" 1" 3" Y2"0 BOLT THRU 3-LAYER SPRING R -PVC PIPE CLAMP I, VIEW p ST02 a �Q� I- AIVC IG APPROVED FOR CONSTRUCTION DMJM HARRIS I AECOM 10900 NE BTH STREET, SUITE 750 ry// o BELLEVUE, WASHINGTON 98004 ,i PHONE: (425) 454-5600 FAX: (425) 454-0220 �1 tr`' CITY OF RENTON _ u(rl��� v a m I � � I I- --_-----_ SPRING STEEL I I I o I I 3" DETAIL �J e• 3E-U I IVIV E TILT SWITCH NOT - SHOWN FOR CLAIRITY w J c� Z Q U-CLIP SEE SECTION "E" DOUBLE NUTS- THICKNESS Y2"0 BOLT SPACER IL' )¢x6x0'-10, SEE DETAIL e C BEAM SQUARE U-BOLT (-%" 0) HANDHOLE DIAM. LOCATION HANDHOLE SIZE W R HEIGHT DETECTION 3" x 6" 6" 1h" WARNING SYSTEM SACRIFICIAL 6" a 6" 3" BEAM W HSS BEAM w------------------------------ J zz C:: _$---- TILT PROBE SWITCH SEE ELECTRICAL SHEETS 6 -Y4" COVER SCREWS (TYP.) EQUALLY SPACED AROUND (TYP. 3 SIDES) HAND HOLE, DRILL & TAP Ya 1 BEAM I I i-t 1x5x6'-4-Y8 6..I Ya" TYP. 1 1 1 j I I 7.5" SECTION A HANDHOLE DETAIL B Y4" COVER P --- TRAFFIC DIRECTION W/ Ya"x%" NEOPRENE F HOLE GASKE EXCEPT AT OF BEAM �- THICK STEEL PIPE CLAMP (TYP.) NTS s.Tu m CITY OF Y.JIANG DATUM RENTON DATE K. LINTS `. Public Works Dept. T FED AID NO.: ARRA-0167(044) NO. REVISION BY DATE APPR R. MEYER ' SECTIO RAINIER AVE S (SR 167) " IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS STEEL CONNECTION DETAILS ST07 30F3 SECT.18 T.23N. R.5E. W.M. 0 CQ F- BEGIN PROJECT BEGIN CONSTRUCTION SHATTUCK AVE 10+23 11+00 12+00 13+00 PLAN GENERAL NOTES: 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. tLEGEND 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN i POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL i F PROPOSED SIGN AND POST NOT BE RE —USED. 0 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 0 7'—O"MINIMUM FOR ONE SIGN AND 6'-0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. 2 5. SEE DWG SGO3 FOR SIGN INSTALLATION NOTES/DETAILS. 0 CONSTRUCTION NOTES: a PLASTIC CROSSWALK LINE ADD SINGLE SKIP YELLOW CENTER LINE FROM OO SEE DWG SG04 FOR DETAILS O SHATTUCK STA. 10+30, 0 FT OFFSET TO 2O 24" PLASTIC STOP LINE SHATTUCK STA. 14+60, 0 FT OFFSET 0 ODOTTED EXTENSION LINE PER WSDOT STANDARD ADD SINGLE SKIP YELLOW CENTER LINE FROM PLAN M-20.10-01 SHATTUCK STA. 15+10, 0 FT OFFSET TO DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT SHATTUCK STA. 17+97, 0 FT OFFSET. OMARKINGS PER RENTON STD PLAN 109. m SEE RENTON STANDARD PLANS 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3'-0" ON CENTER, 1'-0" FROM FACE OF CURB E O PAINT CURB REFLECTIVE YELLOW 20 0 20 40 OSIGN TO INCLUDE YELLOW FLASHER SCALE IN FEET RAINIER AVE S (SR 167) , �� Fy APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT DMJM HARRIS AECOM R.O'BRIEN ^�'"-20 CITY OF PHASE 1 I 10900 NE 8TH STREET, SUITE 750 r '� � � RENTON SHATTUCK AVE S STORMWATER BYPASS � �+ BELLEVUE, WASHINGTON 98004 a 00�°°' : G--- R.O'BRIEN DA7uM 0 PHONE: (425) 454-5600 FAX: (425) 454-0220 r ?'+� CITY OF RENTON DATE `"CO n �SnO Public Works Dept. SIGNING AND STRIPING PLAN SGO1 STA 10+00 TO STA 13+50 28'48 scuie.cm�i�o.�c�r ' — 0 ADDENDUM NO. 3 YD 07/09 wrap@ FED AID NO.: ARRA-0167(044) NO. REVISION BY DATE APPR R.MEYER N O 0 H O O V) O W W I 0 Lo + 14+00 w Z J U f— Q SECT.18 T.23N. R.5E. W.M. O 0 (n _ ;... w U) O © SHATTUCK AVE. I O o o 15+00 16+00 17+00 + I f � v~i w o J O �'- lo I Q 1 S. 6TH :STA 60+32 O GENERAL NOTES: 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY PLAN BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. LEGEND 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'-O"MINIMUM FOR ONE SIGN AND 6'-0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. 5. SEE DWG SG03 FOR SIGN INSTALLATION NOTES/DETAILS. CONSTRUCTION NOTES: D PLASTIC CROSSWALK LINE O ADD SINGLE SKIP YELLOW CENTER LINE FROM a SEE DWG SG04 FOR DETAILS SHATTUCK STA. 10+30, 0 FT OFFSET TO Q 2O 24" PLASTIC STOP LINE SHATTUCK STA. 14+60, 0 FT OFFSET . ODOTTED EXTENSION LINE PER WSDOT STANDARD m ADD SINGLE SKIP YELLOW CENTER LINE FROM PLAN M-20.10-01 SHATTUCK STA. 15+10, 0 FT OFFSET TO 0 O DOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT m SHATTUCK STA. 17+97, 0 FT OFFSET. o MARKINGS PER RENTON STD PLAN 109. SEE RENTON STANDARD PLANS 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3'-0" ON CENTER, 1'-0" FROM FACE OF CURB O6 PAINT CURB REFLECTIVE YELLOW 20 0 20 40 E 7 SIGN TO INCLUDE YELLOW FLASHER o O SCALE IN FEET RAINIER AVE S (SR 167) a ��YIMEY APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT n Q-, os '� .p xva.n w.ie: 1 �=20' � DMJM HARRIS AECOM Y.JIANG Aa y CITY OF PHASE 1 .� I 10900 NE 8TH STREET, SUITE 750 . �,1 i/2 Y.JIANG r° RENTON SHATTUCK AVE S STORMWATER BYPASS m BELLEWE, WASHINGTON 98004 a DATUM ry PHONE: (425) 454-56DO FAX: (425) 454-0220 ^�y � ���+a CITY OF RENTON DATE °iQ A �ZLO �, Public works Dept. SIGNING AND STRIPING PLAN $G02 ADDENDUM NO. 3 rD 07/091 FED AID NO.: ARRA-0767(044) STA 13+50 TO STA 17+50 ,29 48 NO- REVISION BY DATE APPR R.MEYER -- - 0 a 2 0 0 0 i 0 0 0 A 17 STA 18+56.00 s 23 �/ STA 18+56.00 . R=40' 20 O 9m 9 Q W STA .18+50 Z 12 Cl U END R= 40' SIGN SPECIFICATIONS/ROADSIDE SIGN SECT.18 T.23N. R.H. W.M. 2 Y 22 = -0 S14TH PL. 2 y� 10 STA 39+57 BEGIN 10+5126 k 4 4 H L. 3 STA 39+75.34, R=40' MATCH EXISTING -O2 13 17 7D 4 END S LINE , SHATTUCK STA 23+00 BEGIN 4 STA 102+57.61 1 S LINE 16 1 T END -- ---- - -- - -... STA 100+51 70 S. \ STA 21+83 5 _ - - -- --- \\ \ 2 STA 22+33 I'FC\\ 111 13' 5 14 L zs LINE ;1 ; . SHATTUCK AAVE. 15 . ,.. 6 6 8 T 02+59 _._ 18 21 " ---- END BEGIN STA 21+81.00 3 5 STA 21+81.00 R=40' ROUSER WAYS GENERAL NOTES: OG `. STA 50+42 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY U) BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. PLAN 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN SIGN NO. STREET STATION &OFFSET SIGN CODE NUMBER POST MATERIAL POST SIZE (INCH) SIGN CLEARANCE REMARKS V min (FT) W min (FT) 1 SHATTUCK AVE STA 18+50, 23' RT RI-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 1 - i - - - - - NOT USED 26 1 S LINE I STA 102+55, 16' LT EXISTING WOOD 4X4 REMOVE EXISTING SIGN AND POST 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. CONSTRUCTION NOTES: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS OZ 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD PLAN M-20.10-01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT MARKINGS PER RENTON STD PLAN 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3'-0- ON CENTER, 1'-0" FROM FACE OF CURB 66 PAINT CURB REFLECTIVE YELLOW OSIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-01 DMJM HARRIS AECOM ��YLMfyF APPROVED FOR CONSTRUCTION e �* V.JIANG 1"=20' CITY OF 10900 NE BTH STREET, SUITE 750RENTON BELLEVUE, WASHINGTON 980042�Y.JIANG DATUM 0 0 �t t Public Works De m PHONE: (425) 454-5600 FAX: (425) 454-0220 pp� 4`fi clTr OF RENiON DATE ALASZLO "~� { vL ON14 ADDENDUM NO. 3 YID07/09 .rmorta sc� NO. REVISION BY DATE APPR R.MEYER FED AID NO.: ARRA-0167(044) LEGEND F PROPOSED SIGN AND POST EXISTING SIGN AND POST ® SIGN INSTALLATION NOTE OADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10+30, 0 FT OFFSET TO m 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. 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS SIGNING AND STRIPING PLAN SG03 STA 17+50 TO STA 22+33 .. K.., I I� 8" (TYP.)-STRIPE +I I_8" (TYP.)-OPEN -I I-_-8" (TYP.)-STRIPE 6" MIN. (TYP.) f 1 CURB AND---/ TIRE TRACKS —NI/ CURB ANDJ GUTTER (TYp) GUTTER TYPICAL 2-LANE ROADWAY CONFIGURATION 30" R1-1 SIGN N0. 1-6 30" 48" YELLOW FLASHER W12-2 SIGN NO. 11 AND 17 12" NO PARKING t8" NORTH OF HERE MOD R7-301 SIGN NO. 12 AND 23 VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS MUST TURN LEFT R4-302 MOD C SIGN NO. 19 AND 22 60" 24" SPEED LIMIT 5 R2-1 SIGN NO. 15 AND 16 30" 24" R4-7 SIGN NO. 20 AND 21 84" 8 FT .0 IN 24" W12- 301 SIGN NO. 13 AND 14 48" 48" .VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS MUST TURN RIGHT R4-302 MOD B SIGN NO. 8 AND 9 60" VEHICLES WITH TRAILERS OR OVER 8' HEIGHT OR OVER 10,000 LBS PROHIBITED R4-302 MOD A SIGN NO. 10 AND 18 60" 30" FiAINIF—H AVL S (6H 167) —" ao E.�'� MfYf APPROVED FOR CONSTRUCTION y++F+'x "+w +ate DMJM HARRIS I AECOM �` 9 Y.JIANG NTS w +� IMPROVEMENTS PROJECT 10900 NE 8TH STREET, SUITE 750 �E CI OF PHASE 1 o BELLEVUE, WASHINGTON 98004 oozw�Zwjlo� YANG DATUM `a RENTON SHATTUCK AVE S STORMWATER BYPASS PHONE: (425) 454-5600 FAX: (425) 454-0220 °�e 1si°�t.�� CITY OF RENTON DATE« A.LASZLO �rl—nu l Public Works Dept. SIGNING AND STRIPING DETAILS SG04 "mA�L V' s Mi a4 KH FED AID NO.: ARRA-0167(044) °31 -aE NO. REVISION BY DATE APPR R.MEYER SECT.18 T. 23N. R.5E. W.M. 0 C -21 'I is I AREA OF ABANDONED MANHOLE I 4y23C6 lA f505-1 RIM �:tIM=25.1/ 39 21 36 20 CB # 2 � + tE-E=:2.t7 i �E _W=22.37 Alm Ex r4<_ru:n cvRD 1 8" P SS SM S #� - - - - Q - - 2 -- sgAWIQ_--._....._ 3 A EF .4DANDfYJED MANHOLEj m 39 38 e�{no�N� Ss ----- - vI LLJ (n '�' - F(I%1` --._� 7n (DEn 8--- N c 25 -� -s_--- - 'g -- -- O - 4 _ jam. c� -ss <"— o _ —G �G� G G •' G „ G G 1 7U - 1 ` 16"-- ---�--- LH 23D9 I IH lfl -- 1H J ..-.�_. .�.-_. t __� ._—..--�.-__..-_-_. _._._--, .__ _ _—_...._—__� - -- () 36 CB #2A 44 W =� 15 Z ------� -- 'T AS -- --_ �---'-- =25-1E P.M=1t.:33 iIE-N�13.77 ! I U THIS IJNI: LS CALLED -PROPOSED iCLE. DUC ON IE-2i.73 --J !E-M--2!.53 1997 WATTUCK AVE. WTH INIERCL-TOR SFY.ER PLAN$, II I IE-S=-14.59 4'-N'-7D.ei I I I I I I I I I I cQc L PLAN SCALE: 1" = 20' CONSTRUCTION NOTES: OCONNECT NEW 48" PSD TO EXISTING & CONNECT EXISTING SANITARY QTnPU VAI II T AT FI 1A AW (mnu CFWFR CFRVICF TO NFW R• PVC SW 7TH AS -GUILTS) AND NEW 12" SO SEWER SERVICE, VERIFY EXISTING AT EL. 19.87' PIPE DEPTH PRIOR TO CONSTRUCTION O2 REPLACE EXISTING WATER PLUG & ABANDON EXISTING SIDE SERVICE LINE TO MAIN (PIPE AND 22 INSTALLATION BY CITY). SEWER. RECONNECT TO NEW 8" SS O PROTECT EXISTING METER AND 25 ADJUST MANHOLE METER O 27 CONNECT NEW SANITARY SEWER LINE OREPLACE 4 EXISTING WATER TO EXISTING SANITARY SEWER MANHOLE, RECHANNEL MANHOLE METER AND METER BOX (BY CITY) 29 RELOCATE EXISTING BURIED EXISTING STORM LINE TELEVISION (BTV) LINE ADJACENT OCONNECT TO NEW CATCH BASIN, VERIFY TO EXISTING BURIED POWER EXISTING PIPE DEPTH PRIOR TO (COORDINATE WITH COMCAST) CONSTRUCTION 30 TELEPHONE PEDESTAL O8 ABANDON AND FILL EXISTING RELOCATION (BY QWEST) STORM DRAIN PIPE OPROTECT GAS LINE (COORDINATE 32 ABANDON STORM DRAIN MANHOLE WITH PSE) 36 REMOVE EXISTING CATCH BASIN* 10 UTILITY POLE RELOCATION 0REMOVE EXISTING STORM DRAIN PIPE' (BY PSE) 11 REMOVE ED SEWERS THROCONSUGHCMANHOLEIINR4*STEEL 39 REMOVE EEWER XISTING 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, 13 PROTECT EXISTING BURIED POWER VERIFY PRIOR TO CONSTRUCTION. LINE (COORDINATE NTH 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 :3. --- --- - - - -- — - -=o: --n - J.tt-n :r : .. - .. t0 co ao- .j- x- Z. - x... .. .t »o Z u cl4�0 : N d .D_ �- In Z 3 > .. N d: a- AcliD DO.C:� 0 pl.)Ga in e1 ..� 5O--U7 + I.j1�.I�.r,I W0. .+ r1 e7 rl jj' :�Z fl7 to �i x w .m UF N� 0 :110 z+1 �.:: :: ! ..� v�i:i .uU. 4J0: . ..... .. -. ---------- -.. �- �- - ;: in V)ErW .... . '0 _ -- ! : 131- .L.F : B." PVC: 10 RVC = --- -- 77 13 L.F.: 14 : STEEL: CASING: = 0+00 1+00 SEWER PROFILE 20 0 20 40 SCALE: H: 1" = 20' V. 1"=10' SCALE !ra fELT RAINIER AVE S (SR 167) R" APPROVED FCR CONSTRUCTION- KKK. wti IMPROVEMENTS PROJECT DM)M HARRIS I AECOM� "'�'� / / `` K.SMrrH 1•=20' e CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 �� ruvi R. EDRALIN a, D•aruM =' w RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004 xeoe - «f< Toy I 1 P„ bk w•nfk, D>Pt. STORM DRAINAGE R UTILITIES ce .SDOI PHONE: (4251454-5600 FAX: (425) 454-0220 �'�F � -IT'! OF RENtGN ; rATC n M. DE LILLA ^T"� ! mONAL� ;3 ADCEr:DUL+ la-. 1 ve= o;;oG KRS R ✓�=� PLAN AND PROFILE STA 10+00 TO 13+50 _ -- FED AID NO.: ARRA-0167(044) 7I21IZxi NO- REV'=ION Ely D-T� AFpR K. SMrTH ' SECT.18 T.23N. R. 5E W.M. 12" CPEP SD/K.v TA 14+83, 27j1'L ( I I #38, TYPE 111111(SOLID LID) 14 L.F. ! RIIM: 26.0 C Rom12' CPEP SD =1 =22.92 12" CPEP(E) I ! RIM-26.04-E=16.56 kROPOSED E_E=;6.J6 S=21.06% E Nw_t7.<n _ SMH #3 (5'E C F. CHAN. uri21 0 I 77 AVEMENT LIMITS, (r -- RIN=26.o 7 MH2t7° E SHEET RP02 CB #3A . RIM .a5 p MH2iA7 E- -zo.ca 4� I I CB �6A 4 37 0 ! I 6 Pou=2s.ra 3 20 11 O 2D B H2186 IE 'E 2 -.P4 I 4 I E-N-20.07 5 Q (/) I I -V -20.0 �25 2 -E�20. I 20 CB I 10 3 cD21-SE_zo. z NS .OA 3 E--s=2 .oJ B #4 �g 4 5 MHzI (^ RIM�25.65 IE_ -2 .91 cNal 4 10 5 I ez 36 C- `S 4 rj IE7w23-_76 R141 15.7f I M=16.52 .t C1R IF...2<_27 I =2 O I 2 AR u ANH 9 r 36 =s_ <oo DP - _ LLJ �- _ - - - - -- 38 - -- - - - - - - - - - - - - - =i- -foNc -- _ - - - - --- - -- - - W coN . - Or --- Lit vH2181 4 - �\ R.(a12 CPE A I ' - sS - SS -- - - ss 2 -- .a -38 1? PVc - -9 _ - 7 # 2 -2 9 c7 O _ 1 3I1 181 $s--_--_--_- s _ _ O � 1 � 8 2 5 12" CPEP SD G G G 'yk G 'G- - G G--G G -� G G G G ------- -- - - - ---- -- - ----------------- _- _4� 16 -"x• _ -._w - wc- 39 H. PVC cS 2 . 27 _ ' Q - �II-- 3 -'_ _ --.18 - --- - -- BT -- - -- - - -- - ----- - HI _ -----BT _ B ____ Q - -- .-_ _. In 7 3 __- 20 CH - I 44-ccs c. SIDEWALK Z LLJ 46 MH21 RJ Mt121A4 CH ' I Cg2t6J 1-H 16M1 - - - - - - MFILBCz --- - -- -�� _- -� (� J HIM=25.0: RIN-26.04 .•7<.87��Z IE-N1Y-�9./7 I ICE-"N�21.41 I IE 2 2J.9-THIS ONE IS CALLED OUT AS 1F-NE_20-88 IE-E=2 t C i-FRCP0.0 TELE. DUCT- CN J ' IC-S-i9.6A IE--• 2254 j- TA 14+99, 29.8'R 36 1987 SHATTUCK AVE. wunl = - SY1+:21.2 I MH, 122 CS #5C, TYPE 1 INTERCEPTOR SFxER PLANS, Q O36 STA 14+66,1 29.4' I IL Y N"21 PoM=2`.76 RIM: 24.8 CB2185 I IE=20.97 I Q � ( CB #58, TYPE 1 wu=z<.96 = I 8 IE=21.56 12" CPEP(SW) � ' RI 24.8 IE=25.66 �. 0 I IE=21.56 12" C P(NW) I ~ I 28 I � CO 23 L.F. 12" CPEP SD S=0J3% I I I I I 1 15 L.E. 12" CPEP SO S=1111% c PLAN SCALE: 1" = 20' C7 } a:: -71 lu rn.: a ..... z Tn.zvS. z i .. �.. z inc� w a a o Z - - - - - z - �_a 4_w oy� d -- -- w w vo U) - - -- O . .. - I _ .. W w w �. w v7 .. -o -w a0 . Z w. N ....� - .. - - '-.l .-_o - Q .. 1 i 1 o Qa.4a.a t' - POZ ::ax zi .. ... ... Z N .U.0 ... 6 . � UN.p 7� 00N LLJ 0. �`O� NO-N :_.:.. wLLJ (4U ��+or - 00O 0 °4-N oo NN N���N c� �-.: 40dNdcv Z c0.0 M OD-IDN w U .i 0 xw.w�:I .m wv¢w:W 4 ,NWwwF3-w w 3: v)ci�W 30 - - 3 -- -- -- -- -- - - - ---- --- if-)--130 Q.. .... .. -.-. - - 20 ; I20 2 : .: - W ' 235 L. F. 48.: CPEP SD :S 0.19%: ..:::: 177_ L. 46 ;CPEP SD?S-0 20%:OME idO:LF 48' CPEP ;SD S 0.20% (n Z_ LIJ 10 - -� -_ .:_. :. - - -- -- -- -- ai --- - ---- - - - -- - ---- - -- CU 15: L F 48' :CPEP . SD S 0.3] % 0 14+00 15+00 16+00 17+00 I) CLIENTS IPEOPLEIPERFORMANCE O SCALE: H: 1" = 20' ROSEWATER PROFILE ,..crtu Q� RIv 3M� AP PROVF-D FOR CONSTRUCTION asoan s"'`E: 1' = 20' YD CONSTRUCTION NOTES: O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN (PIPE AND INSTALLATION BY CITY) PROTECT EXISTING WATER O3 METER AND METER BOX EXISTING WATER OREPLACE METER AND METER BOX (BY CITY) TRAFFIC RATED COVER OINSTALL 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 AND FILL EXISTING OABANDON STORM DRAIN PIPE OPROTECT GAS LINE (COORDINATE WITH PSE) - COORDINATE WITH PSE TO RELOCATE OR PROTECT 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 EXISTING SANITARY SEWER SERVICE 25 ADJUST MANHOLE 27 CONNECT NEW SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE AND RECHANNEL 28 CORE DRILL AND CONNECT TO EXISTING STORM DRAIN STRUCTURE 32 ABANDON STORM DRAIN MANHOLE 35 WARNING - UNKNOWN UTILITY APPEARS TO PASS THROUGH EXISTING MANHOLE. VERIFY LOCATION AND COORDINATE RELOCATION PRIOR TO REMOVING MANHOLE. ' DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454-0220 1� M" 33BOS 4'. NALL�� 1 Zp� r CIry O. RENiON UAIE K.SMITH psTUM r� CITY OF RENTON PuDlxc Works Dept. P rCC AID NO.: ARRA--016?(044; " R EDRALIN ua"`C0' M. DE uLu .raF'0...cca-.cN "`^ >/ ADDENDUM NO. 1 N'RE 0%/G9 KR$ � ��K. SMITH NO. RE-19SION BY UATE APPR 36 REMOVE EXISTING CATCH BASIN* REMOVE EXISTING STORM 37 DRAIN PIPE* REMOVE ABANDONED 38 SANITARY SEWER* 39 REMOVE EXISTING MANHOLE* 41 ADJUST VALVE BOX 44 BURIED TELEPHONE (BT) SHOWN MAY NOT EXIST. TELEPHONE IS OVERHEAD, VERIFY PRIOR TO CONSTRUCTION. OFIELD LOCATE CB TO INTERCEPT EXISTING STORM DRAIN PIPE FROM BUILDING 50 PROTECT EXISTING FIRE HYDRANT *UTILITY REMOVALS PAID FOR BY "REMOVAL OF STRUCTURE AND OBSTRUCTION". _ 20 0 20 40 I SCALE IN f LL i RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS STORM DRAINAGE & UTILITIES SD02 PLAN AND PROFILE STA 13+50 TO 17+50 . - SECT.18 T.23N. R.5E. W.M. PLAN SCALE: 1" = 20' :TT 11E W-74.17 I t= 11PS UNE IS CALLS Cul AS 'PROPOSED IFIE. DUCT' 0u 19e7 SiIAmu- AVE.=.0'JTH I.-CRU PTOR ti -h'ER PI ANS. CONSTRUCTION NOTES: 1 O2 REPLACE EXISTING WATER SERVICE LINE TO MAIN 36 REMOVE EXISTING CATCH (fi BASINS (PIPE AND INSTALLATION 0 BY CITY) REMOVE EXISTING STORM F N?�A31 O REPLACE EXISTING WATER 37 O DRAIN PIPE* y L E 23.21 METER AND METER BOX IE 16.81 v-Nazo.21 (BY CITY) 3$ O REMOVE ABANDONED -Q iE—S 20.31 SANITARY SEWER* � 0 w70`b RIM=27.64 6 O PROTECT EXISTING 8" WATER MAIN 39 REMOVE EXISTING MANHOLE* 31 E_26ln O7 CONNECT EXISTING STORM 41 ADJUST VALVE BOX DRAIN PIPE TO NEW CB, - "- VERIFY PIPE DEPTH PRIOR TO CONSTRUCTION 42 ADJUST HANDHOIE/J-BOX (COORDINATE WITH PSE AND ABANDON AND FILL EXISTING QWEST) 12 CONC. STORM DRAIN PIPE 7 N O PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULT iY1 ; O -+oo (COORDINATE WITH PSE) COORDINATE WITH (PSE) 1 12 PROTECT EXISTING BURIED 44 BURIED TELEPHONE (BT) TELEPHONE CONDUIT SHOWN MAY NOT EXIST. (COORDINATE WITH QWEST) TELEPHONE IS OVERHEAD, _TO W PROTECT EXISTING BURIED VERIFY PRIOR CONSTRUCTION..POWER A V LINE (COORDINATE WITH PSE) 46 FIELD LOCATE CB TO INTERCEPT EXISTING STORM 14 PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING roM=27.'3 CABLE 1V CONDUIT Lcnzoss -zsea . (COORDINATE NTH 47 O WARNING - SHALLOW COMCAST) WATER MAIN IN THIS AREA 15 GAS MAIN RELOCATION (PSE) PROTECT POWER VAULT — 7 O (COORDINATE WITH PSE) COORDINATE WITH VERIZON 16 BUSINESS FOR RELOCATION OF 49 PROTECT EXISTING 3" DIA EXISTING FIBER OPTICS LINES 49 CITY CONDUIT (COORDINATE 17 COORDINATE WITH ALLSTREAM WITH CITY) FOR RELOCATION AND INSTALL 18" OVERFLOW PROTECTION OF EXISTING 51 RISER AND SHEAR GATE, FIBER OPTICS LINE SEE DETAIL ON Q 18 PROTECT EXISTING AT&T FIBER SHEET SD07 OPTICS LINE (COORDINATE WITH AT & T) *UTILITY REMOVALS PAID FOR BY "REMOVAL OF O20 SEE SHEET SD04-SD05 FOR STRUCTURE AND PROFILE OBSTRUCTION". REPLACE AND RECONNECT EXISTING 10" SANITARY �...�- . SEWER. ro v o-x : X o 25 ADJUST MANHOLE ' 4i..... .. , qq N ro N` 0 O ADJUST CB TO GRADE AND ? INSTALL SOLID LOCKING COVER 40 28 CONNECT TO EXISTING STORM W W: W 4J W o :: DRAIN STRUCTURE 3 : : 31 REMOVE EXISTING FIRE HYDRANT*, — --- — -- 30 NEW FIRE HYDRANT AT STA± --:-:-: 21+19, 44' LT 33 ROTATE MANHOLE TOP OUT OF O CURB LINE AND ADJUST TO iri.... 70 GRADE, REPOSITION LADDER PROFILE ROSEWATER SCALE: H: 1" = 20' 20 0 20 an CLIENTSI PEOPLEI PERFORMANCE O V: 1"=10' SCALE IN FEET " RAINIER AVE S (SR 167) DMJM HARRIS AECOM R sM °PPRovLo FOR ceNs rucroN IMPROVEMENTS PROJECT Qp / j�,/j K. SMITH 1" = 20' CITY OF PHASE 1 ..,�} 10900 NE 8TH STREET. SUITE 750 7 R.ENTON BELLEVUE, WASHINGTON 98004 SHATTUCK AVE S STORMWATER BYPASS R. EDRALiN pFTLl i1 PHONE: (425) 454-5600 FAX: (425) 454-0220 4�e ; l of REIJI;;N DATE ""`°� Pubrc wor4s e<Pt. STORM DRAINAGE & UTILITIES SD03 aF M. DE LILLA „, PLAN AND PROFILE STA 17+50 TO 22+33 �ONALEa /� P0GCN0U!/. Nc. , vR. fca c t ,4RRF-0167(044, ¢ d8 •r .,/�"n� N0. REVISION 6'i 1,,11E 4PIR K. SMITH SECT.18 T.23N. R.SE. W.M. R. DMJM HARRIS (AECOM �Q� s F�-`r0VFD FOR CONSTRUCTION ww IMPROVEMENTS PROJECT � wsc,ao VARIES wF+iu"n�"i_ ,..� �v�; �r„ K. SMITH ii CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750� �"•... RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 9800z1� 4 �1 _ a..wvcR. EDRnLmI onTOM PHONE: (425) 454-5600 FAX: (425) 454-0220 '$ �e CITY OF R=NTUN DATE `""'`", M. DE LILLA E,pf. STORM DRAINAGE & UTILITIES SD04 o� fie® �� W. PROFILES AND SECTIONS f�ONALE��\ 1� ADDENDUM, NUI WRE 07/09 KRS ,�. u c K FED AT NO: AFiRA-0167(044) REM_:ION BY DATE f,FPR K.SMITH I W — v O g zm8.� mCm cn¢= > D NZrn zcn X m V x � T _ V D A m � n � O s h > M f y' m 4k 0 0 104 m� O� 0 M D o� mQo �c o� z� Cl)m D C D �— Z m <m K1 m Ov?m S,m�M) � O� m m °�' M 0— co .D D U) / `m I`•E C1� 0 0 Cn 8" DIA PVC SAN SEWER,. SSMH #1 ' 48 DIP, MANHOLE 1 L 1 1 1 1 1 1 48" DIA CPEP SD 14" STEEL CASING IE 15.46' - 8" PVC IE 14.55' - 48" DIA'CPEP SO IE 15.46' II �— !/ 14" STEEL CASING - - 8" PVC IE 14.51' ENCASE 13 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE TYPE 2 CATCH BASIN, 84" DIA CASING DETAIL, THIS - 8" CIA PVC SAN SEWER SHEET. Z CORE DRILL AND CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE. - - •� --1<< �i-- - - - - - - - - - - - - - - -- MH2383, MH2383, 48" DIA PLAN INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING AS NECESSARY, 4" MIN., RING AND COVER 16" MAX. HEIGHT --- - RIM EL 23.9' T.O. S. - II II 11 I IE 15.46' I II �I II I I O IE 14.5' 8"PVC NTH 14" STEEL CASING FILL CB SUMP TO r IE OF 48" PIPE WITH CONCRETE PROFILE SEE SEE SHEET SDO8 FOR TRENCH BACKFILL DETAILS CB #1 DETAIL SCALE: 1 "=4' ROSEWATER 9 CLIENTS! PEOPLE! PERFORMANCE O DMJM HARRIS I AECOM 10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454-0220 14" STEEL CASING 8" PVC IE 17.30' TYPE 2 CATCH BASIN- 84" DIA Inri I ;-SSMH #3, 48" MANHOLE EX 10" W _.-..._. 39.5" TO CROWN IFo"-I r/ ! I CB #4A 22" X 26., I I �'I CONC INLET 14" STEEL CASING _- 1 L` 48" CPEP SD 8" PVC IE 16.48' 1 I N IE = 16.33' I /9 1 !' I i'/ A- i ! ICJ \_ KIH2181 I I PLAN 54" MANHOLE ENCASE 12 LF 8" DIA PVC SAN SEWER IN 14" DIA STEEL CASING. SEE CASING DETAIL, THIS SHEET. `1 12" DIA CPEP SD INSTALL ADJUSTMENT RINGS •. AS NECESSARY, 4" MIN., 16" MAX. HEIGHT T.O.S. _ EX 10" WATER t 39" TO CROWN Q II 11 1� O IE 16.33 I PROFILE STANDARD SOLID LOCKING RING AND COVER IE 12" 21.77' I� I I I IE 17.7' 8"PVC WITH 14" STEEL CASING I� SEE SHEET SD08-' FOR TRENCH BACKFILL DETAILS CB ##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. CASING SPACERS SHALL BE MAXIMUM OF ONE (1) FOOT FROM EACH SIDE OF PIPE JOINT (TYP.) 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" 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 NTS RAINIER AVE S (SR 167) APPROVED `OR COPSiRUCTIC'N ccsr.�c° `"� VARIES IMPROVEMENTS PROJECT K SMITH ".c CITY OF PHASE 1 '/ RENTON SHATTUCK AVE S STORMWATER BYPASS ,�18/�.--_ R-�. EDRALIN DATUM"o- cnY 0T RLNION DAITE =" Pub4c W,Dept STORM DRAINAGE 8 UTILITIES SD06 M DE LILLA„m M°FED AID NO.: AFRA-0167(014) DETAILS M N0. REVISION BY GATE APPR K. SMTTH �l N 12" DIA CPEP SD - - - IE 20.00' CONNECT EXISTING 12" CONIC SD (W) LE. ±22.92' CB #3B r CB TYPE 1 12" CPEP SD IE = 22.92' I 12" DIA CPEP SD --- - IE 19.28' CB #3A 48" DIA CB TYPE 2 CONNECT EXISTING 12" CONC SD (W) I.E. t20.07 r--11I I I� J t I r 1 _ . 12" CPEP SD C821 HH I CATCH ?AKIN E = 20.07' (REMOVE) ROSEWATER CLIENTS I PEOPLEI PERFORMANCE O t. DM)M HARRIS I AECOM 10900 NE 8TH STREET, SURE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454-0220 — APPROX LOCATION ABANDONED SEWER MH r1-, PER RENTON AS -BUILT W-954 - 12" CPEP SD - 48" CPEP SD j l 11 j = IE f 1,6.28' rit 72' DIA CB,TYRE 2 IE 21.39' CEq #31 = 18" DIA DI 9D ; -- IE C21. SD -- 8411 D� CB TYPE 2 IE 18.28'I IE = 21.39' 18" CPEP SD Q L /r/ V IE = 18.22' __T-T _-._.---- / --,----- -- ---- �/---- -( ----- -A ,� f %iH2182 SANITARY I ' -. l �:✓ sEwtR f y! t tR,-- ---------J- -`---- -- -------=--12' EiP SD 18" PVC SS CROSSING, i IE = 21.39' ttt 7 - 1 Q (BELOW 18" DI SD) '•, i i - 12" CPEP SD ! I IE = 19.63' - 16" C.I. W CROSSING, A,I N I •. - 18" DI SD A, I I (ABOVE 18" DI SD) I. I IE = 18.22' I I PROVIDE 30" KNOCKOUT Cl EP SD FOR FUTURE. IE1= 16.28' I CORE DRILL FOR 18" i 1 CONNECTION CB #3 & CB #5 DETAIL SCALE: 1 "=4' 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 J". 4. PROVIDE AT LEAST ONE 3"x0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING) PIPE SUPPORTf'lE 18" SHEAR GATE SEE RENTON STD PLAN 18" OVERFLOW RISER B033 CONNECT TO EXIST 18" SDTO WESTEXIST 12" FROM NORTH IE=17.65 U_48" TO SOUTH IE=16.81 -84" CB TYPE 2 - 1'-0" MIN" _ CLEANOUT PLATE WITH GASKET BOLTED TO FLANGE ON RISER BASE CB #10 DETAIL SCALE: 1"=4' PFrov[D FOR CONSTRUCTION C:'Y 0. R[N ON DATE �U KSMITH vABIEsaK° r , - GATIJM CITY OF RENTON FED AID NO.: AREA-0167!044; IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS STORM DRAINAGE &UTILITIES DETAILS R. EDRAUN acaco. M DE LiLLA,pKc ;5\ .ADDL\Dull N0. t V;R[ 07j05 KRS �opp K. SMITH NO. RL.VISICtJ BY D.AiE AVPR SD07 1 SECT.18 T.23N. R.5E. W.M. I � 1 30' STA 10+46. 25' LT 11 _F. JE 14W_ 17.44 6 CAR. SCJiAN. TA 14+92 26' LT AliZEA OF A13�DONLD UANHOLE A DF ABANDONEID MANHOLE �3 114+D4, 21' LT A—� �Fs 0 _,A 0 F + a —.AND SS qq SSSS SS @ -,S < SS 4 &S FO--, -FO F qF— Lip S -0-1-1-123"05 SS SS Ss N;�A 14:� 14+04. 10' -SD 777 SD I2'CONC.--- --17-C Nc— G G G Gnh G G G G —G --G —G —G —G -j— , ; :J — W= 7 � 1 w w w w -Is BT 0 Rift < ______ ___ _ � STA 10+45, 10' LT - - - -- - - - - - - - - - - - - . � yam,, 1_ I I AS _PV+F�oSEI) ELE OUC oN 1987 SliAllUCK INTER4PTOR SEWER F ANS. lic Qc c I (f) i \ ,1Y\I,� �_ 0 3 StA 18+ 6 I)T ync --A - \,+, L_ 1 11 i9 �� \\��I'J 5'IONc LATE OP W 4 WAY CGW c.N ------- ONE kANL Jr, Op RUID 4 0 CDC E.ALK F�—,r—FO C:) on- 17 + r 2, C Z' SO -.,----sa.. D —40 X 10-SS (AVAN,j 2'j 2 7 20+43-07-- < Pvc W�l L S -- ---- s IllwA 49 87. 21+00 U) s 02 17 W Ljj G —G G —G —G G —G —G mrww 16• w w - i—f w. w w -"I I ---W q - ----- PT NG IH29 :E El f ,mac V,slkEu sic. t _j ------ 6 5' IRG" F f p - IN 3 STA 21+17 6.5' RT CONSTRUCTION NOTES S ATI 16 W R 'X 0, INSTALL 3" SCR. 80 CONDUIT STA 19+�.2. T i! 11S LNE IS CALLED 01) 1 '�S CAP END OF CONDUIT -'�ROPCSFO TELL t)'JC-,- (Xi ieiq-; SliAlTUCK AW, S0,11H INSTALL WSDOT TYPE 8 JUNCTION BOX (LOCKING LID) MARKED COMM. IHITRCEFTOR s..IWR PLANS REPLACE EX HANDHOLE WITH NEW TYPE 8 JUNCTION BOX IN NEW SIDEWALK v ROSEWATER PLAN 2 01 10 20 40 CLIENTS I PEOPLEI PERFORMANCE O SCALE: 1" = 20' WA SCALE IN FEET RAINIER AVE S (SR 167) APPROVED IONS; rUC IMPROVEMENTS PROJECT 20'wr DMJM RABBIS I AECOM —K.SMITH CITY OF PHASE 1 10900 NE 8TH STREET, SUITE 750 10 RENTON SHATTUCK AVE S STORMWATER BYPASS 1''21 ,I/l R. EGRALIN BELLEVUE, WASHINGTON 98004 33808 CiTY OF R�NTON DATE SD09 PHONE: (425) 454-5600 FAX: (425) 454-022071,r R. EDRALIN public &'!�s D'pl. FIBER OPTIC PLAN NO. REVISION by DATE APPR --K. SMITH FED AdD NO.: ARRA-01C7(044) 11— 40 '1481 s a d a 0 `o SECT.18 T.23N. \ 101+00 EXISTING O CONDUIT +00 3 10 M71MTW" A. -------------- END PROJECT - - END CONSTRUCTION 102+00- - 10' ,02 ss:34 , SHATTUCK AVE 22+33 SHATTUCK AVE. —�— — f —---+--— —T — — — O - — 18+00 # 20+00 . '•. 21+00 0 22+00 S LINE TUCK AVE. rL -SHATTUCK CONSTRUCTION NOTES: INSTALL 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. OINSTALL NEW TYPE 1 JUNCTION BOX. 0 OINSTALL 2" PVC CONDUIT WITH 3-#14 AWG AND 6-#8 AWG CONDUCTORS. 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. C� INSTALL 2" PVC CONDUIT WITH 2—#8 AWG CONDUCTORS FROM RELOCATED STREET LIGHT TO JUNCTION BOX FOR STREET LIGHT PLUS 3—#14 AWG FOR PEC. O7 EXISTING 2" CONDUIT SERVICE TO EXISTING SERVICE CABINET .AT SHATTUCK AVE. AND S 4TH ST. SO SEE DWG TS03 FOR SACRIFICIAL BEAM ELECTRICAL DETAILS. - EXISTING `O ST. LIGHT Og SEE DWG TS02 FOR HEIGHT DETECTION WARNING SYSTEM ELECTRICAL DETAILS. t0 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 NIH 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. 12 NOT USED. 13 INSTALL 2" PVC CONDUIT WITH 2-#8 AWG FOR UNDER STRUCTURE LIGHTING AND WARNING LIGHTS AND 1-#8 AWG GROUND. 20 0 20 40 SCALE IN FEET RAINIER AVE S (SR 167) DMJM RABBIS AECOM �°�* 4P APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT D.BELLUOMINI ACITY OF PHASE 1: I 10900NEBTHSTREET, SUITE 750 ��T_ VT.N RENTON SHATTUCK AVE S STORMWATER BYPASS BELLEVUE, WASHINGTON 98004DARMAWAN PHONE: (425)454-5600 FAX: (425)454-0220 ��`pCITY OF DATE JKIM r P`TRAFFIC SYSTEM ANDTS01 ST9'Public Works De oH�u ` 0 ADDENDUM NO. I YD 07/09 wmo.Eu FED AID NO.: ARRA-0167(044) WARNING LIGHT SYSTEM °41 °48 No. REVISION BY DATE APPR R.MEYER N 4-#12 AWG o A � 2 TO SERVICE CONDUCTORS — TILT SWITCH ENCLOSURE 2 TO WARNING LIGHT CONDUCTOF TILT SWITCH SQUARE "U" BOLT PROBE CABLE HSS TUBE -----z--------r_ --- -- — ----------------- ---------- --- 1 I 1 TILT SW PROBE I I — — — — — — — — — — — — — — -------------I— -- —I--- — — — — — — — — — — — — — — — — — — — — v 1" NIPPLE II N \ I TILT SWITCH PROBE CABLE o SPRIN 3/8"0 U-BOLT (TYP.) N z \ Q 1 I I I N � 3/8"0 U—BOLT TILT SWITCH PROBE DOUBLE NUTS PVC PIPE FILLED WITH FOAM ------ ----------------------------- --------------------------- ______ --- Y2"0 BOLT 111U" LNI,LUJUKL >QUARE U—BOLT (3/8" 0) FLASHING BEACON CONTROL IN NEMA 3R TERMINAL HANDHOLE sa CABINET (TYP.) SEE ST07 SEE ST05 FOR NEMA 3R TERMINAL CABINET DETAILS TILT SWITCH ENCLOSURE SEE TS-03 FOR FLASHING BEACON WIRING DIAGRAM POST 1 NIPPLE / I I I WASEENTRAIFFIC FOR CONDUIT J ' I I SYSTEMS �j HANDHOLE AS REQUIRED SS BEAM (TYP. AT HANGER) SHEET TS-03- I I D I I 1 x5x6'-4% 1 JS-O" CAP (TYP. )/ \ 12" LED YELLOW FLASHING BEACON —W12-2 SEE SHEET SGO1 FOR LOCATIONS SEE SHEET SG02 FOR DETAILS I HSS 6 X 6 X 3/8" POST (TYP.) z � I I TYPE B JUNCTION BOX I 2" PVC CONDUIT HEIGHT DETECTION ELEVATION NOTES: U—BOLT SECTION 1. INSTALL 2—#12 AWG AND 1—#12 AWG GROUND FROM /� SERVICE CONDUCTORS IN JUNCTION BOX TO NEMA-3R ELEVATION ENCLOSURE FOR FLASHING WARNING LIGHT. o 2. INSTALL 2-#12 AWG AND 1-#12 AWG GROUND FROM 0 , - NEMA-3R ENCLOSURE TO FLASHING WARNING LIGHT. i 3. INSTALL 2-#12 AWG AND 1-#12 AWG GROUND FROM SERVICE CONDUCTORS IN JUNCTION BOX TO TILT SWITCH ENCLOSURE. E 4. INSTALL 2-#12 AWG AND 1-#12 AWG FROM TILT SWITCH ENCLOSURE TO WARNING LIGHT CONDUCTORS IN o JUNCTION BOX. 9 NE RAINIER AVE S (SR 167) m E� W Mfrf APPROVED FOR CONSTRUCTION svi 7 IMPROVEMENTS PROJECT DMJM HARRIS AECOM _ °�. N.T.S. „», D.BELLUOMINI A CITY OF PHASE 1 � a 109DO NE 8TH STREET. SUITE 750 �� (� Yowe:.DARMAWAN - RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE. WASHINGTON 98004 ooeuaoe a DANM PHONE: (425) 454-5600 FAX: (425) 454-0220 �y •L 9CITY OF RENTON DATE IM 1 AAA. '.� Public Works Dept. HEIGHT DETECTION WARNING SYSTEM TS02 r FED AID NO.: ARRA-0167(044) ELEVATION AND PLAN 42 `ae NO. REVISION BY DATE _ APPR R.MEYER cM O Cn F- 12' LED RED FLASHING WARNING LIGHTS r6'0 HANDHOLE ® NIPPLE LOCATION- 8' MIN. I CENTER OVER 10' LANE i L-W12-301 CENTER OVER 10' LANE z SEE SG04 FOR DETAILS /1j" NIPPLE @ SIGN (AS REQUIRED) ' I CO HSS 16" X 16" X 1 / 12" LED RED FLASHING WARNING LIGHTS rSEE ST05 FOR NEMA 3R I TERMINAL CABINET DETAILS w m z 0 z 0 U) --HANDHOLE F YELLOW RED m IEEN WHITE GREEN KEY O LOCK NIPPLE O2 NIPPLE O3 SERRATED ELBOW O4 GASKET AND WASHEF O12" LED WARNING LIC WITH BACK PLATE O6 MOUNTING PLATE (SEE DETAIL BELOW) 11 LLU WAKNINU LIU I MOUNTING DETAIL — '� I I I I I DRILL HOLES AND ATTACH LINE N G MOUNTING SHELF TO PROTECTION TEE WITH (3) - 1/2" BOLTS, 2" �" 2 LOCK WASHERS AND NUTS TYPE B JUNCTION BOX 2" T—TO FLASHING FROM 120V 2" PVC CONDUIT BEACONS SOURCE WIRING DIAGRAM POLE PLATE FOR WARNING LIGHTS 9" LED FLASHING BEACON CONTROL ASSEMBLY O 0 0 SACRIFICIAL BEAM ELEVATION g ' CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION. NO FIELD WELDING & DRILLING SHALL BE PERMITTED. 1/4" THICK PLATE N 2-3/4- MOUNTING SHELF FOR 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 3/4" WARNING LIGHTS ATTACHED TO BRIDGE 10.'-A2-2. PROTECTIVE TEE ON BRIDGE a (PLATE, NUTS AND BOLTS ARE GALVANIZED) 1/2" 0 STANDARD NOTES. A BOLT GALVINIZED D 1. INSTALL 2-#12 AWG AND 1-#12 AWG GROUND FROM 5/16" 0 o WARNING LIGHT CONDUCTORS IN JUNCTION BOX TO 1/2" 0 LOCK H FLASHING CONTACTOR IN NEMA-3R TERMINAL CABINET O WASHER FLAT WASHER ON TOP OF BEAM. v < 2. INSTALL 2-#12 AWG AND 1-#12 AWG GROUND FROM - FLASHING CONTACTOR TO 12" LED RED FLASHING I 5" WARNING LIGHTS. , 1-1/2" NPS MOUNTING PLATE CABLE GUIDE PIPE THREAD o FOR SIDE MOUNTING 0 m i STRUCTURAL STRUCTURAL 12" LED WARNING LIGHT } COLUMN OR 1/2" o NUT COLUMN OR WITH STANDARD VISOR o PLATE PLATE E AND 5BACKPLATE SECTION A —A SECTION B—B " 0 u RAINIER AVE S (SR 167) a IMPROVEMENTS PROJECT DM)M HARRIS AECOM �`MfyF� APPROVED FOR CONSTRUCTION '� N.T.S. ".o"� D.BELLuoMINI a ar CITY OF PHASE 1 P.a: ' 10900 NE 8TH STREET, SUITE 750 "' � '/� °R fY RENTON SHATTUCK AVE S STORMWATER BYPASS o BELLEVUE, WASHINGTON 98004 ^ %� Y.DARMAWAN pATUM �6� CITY OF RENTON DATE ° Public Works Dept. TS03 16 PHONE: (425) 454-5600 FAX: (425) 454-0220 'i,� AL. J. KIM I SACRIFICIAL BEAM, woao n FED AID NO.: ARRA-0167(044) LED FLASHING BEACON CONTROL ASSEMBLY 43 w 48 NO. REVISION BY DATE APPR R.MEYER I w 0 O U w J U- a PLANTED MOUND PLANTED MOUND 3 --- -- ---- 5w EL 28.23 \� 1 3w) HP EL,28.31 4w) EL 28. 6w).EL 28.1 7w) EL 28-34 Sw) EL 28.84 9w .3 — \ 7)-EL 2 8) EL 29.00 9 14 qEbrE 8 50 CBRE28.00 4. 2 EL 7.16 N 2)5L27.00.- L 26.82 DETAIL GRADING PLAN '° '° 20 SCALE IN FEET 167) o RAINIER AVE S (SR APPROVED FOR CONSTRUCTION IMPROVEMENTS PROJECT acR,m EDAW AECQ[vl ��GQ 1"=20'wwb E EDAW A CITY OF PHASE 1: ` SHATTUCK AVE S STORMWATER BYPASS 0 710 Second Avenue, _ a ' ""�L Ts a�M RENTON Suite 1000 uways�°wn CnY OF RENTON DATE J 6 a�� Pubfic Works Dept LS01 Seattle, Washington 98104 ,7�i °�„ LANDSCAPE GRADING PLAN (206) 622-1176 'AMU— FED AID NO.: ARRA-0167(044) a5 ae NO. REVISION BY DATE APPR RL .... 0 a 0 0 m 0 0 0 N 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. 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 20 O 20 40 SCALE IN FEET n RAINIER AVE S (SR 167) a APPROVED FOR CONSTRUCTION 1"_20• IMPROVEMENTS PROJECT FD W AECOM ��� EDAW CITY OF PHASE 1 RENTON SHATTUCK AVE S STORMWATER BYPASS 710 Second Avenue, m� a / 6 /8 rR oA1uM Suite 1000 wmxrc o`wo°ncc CRY OF RENTON DATE °J B of yam— { Pubic Works Dept L502 Seattle, Washington 98104 ,�izrt FED AID NO.: ARRA-0167(044) PLANTING PLAN 46 d (206) 622-1176 NO. REVISION BY DATE APP.] RL W NOTE: COST ESTIMATE EXPOSED MORTAR JOINTS, ALL NATIVE BASALT BOULDER SIDES 0 INCLUDES DELIVERY 1-2 MAN SIZE (MIN. 100 � O AND PLACEMENT OF NATIVE BASALT BOULDERS, 1 LBS) U ROCK MAN SIZE. PLACE SO THAT W OVERALL SURFACE DETERS PER PLANS J SITTING, LAYING, LOITERING 2' MIN. TO 3' MAX. o of U 1' MIN. - 2' MAX. z I MORTAR SETTING BED, COLOR w — SET BACK ON WALL FACE 3" TO MATCH STONE, SUPPLY �� 1YgY SAMPLE FOR APPROVAL BY a x ;_ MAX OWNERS REPRESENTATIVE co `, \ // p0 FINISH GRADE \ / i FILTER FABRIC SOCK x\//1 ' PERFORATED PVC UNDERDRAIN PIPE 6' DtAM BURY HORIZONTAL BOULDER N GRAVEL BACKFILL FOR DRAINAGE 5/8 MINUS, COMPACTED TO 95% 4' MIN. VERTICAL COURSE BASE AT APPROX. Y HEIGHT OF BOULDER, 4' BELOW GRADE MIN. 95% COMPACTED SUBGRADE INSTALL BOULDER TO REPLICATE 5/8 MINUS, COMPACTED TO 95% NATURAL LOOKING PLACEMENT COMPACTED SUBGRADE TO 95% CONCRETE SLOPE PROTECTION W EMBEDDED ROCK ROCK RETAINING WALL UNDERDRAIN ASSEMBLY SYSTEM SC&E:1-1/2'=1'-0' DT-PAVE-ROvM.-SLPE L y,11E:7-t/2'=1'-0' Oi-PhYE-ROCK-SIPE $CAtf:t 1/2' = 1'-0' OT-PVYT-W7DRDRNRP_OB.Ovg 0 n 0 x n N O 0 0 0 w x N a U N Q 6 9 K O N O a� 0 0 0 m 0 0 0 i 'o D RAINIER AVE S (SR 167) APPROVED FOR CONSTRUCTION �rsmti n.o IMPROVEMENTS PROJECT EDAW AFCOM ��� "'°EDAW AS SHOWN N°®" MO �0" .a ..� CITY OF PHASE 1 a 710 Second Avenue, .f TB RENTON SHATTUCK AVE S STORMWATER BYPASS DATUM Suite 1000 °m'a Public Works DepL LS03 N "�`"..o.+n. CRY OF RENT(kl DATE �B r a � � Seattle, Washington 98104 HARDSCAPE DETAILS (206) 622-1176 NO. REVISION Br DATE APPR rwo. RL FED AID NO.: ARRA-0167(044) -47 4 w 0 O U w J_ LL 12-18' EXCAVATE ENTIRE BED TO A DEPTH OF 6' AND PLACE PLANTING SOIL ,MIX PLANTING SOIL MIX SEE SPECIFICATIONS UNDISTURBED SUBSOIL GROUND COVER GRASS PLANTING 1 1'_,'_o' _� DT_I lNI-CCU o,.n x SCALE:NTS EARTH SAUCER AROUND SHRUB AT DOWNHILL SIDE OF PLANTING. EXTEND TO CENTERLINE OF ROOTBALL PARALLEL WITH SLOPE. DOUBLE MESH EROSION CONTROL BLANKET, REFER TO SPECS ROOT CROWN AT OR UP TO 2' ABOVE SLOPE ELEVATION IF PLANTED IN UNDISTURBED SOIL BACKFILL NATIVE TOPSOIL d DT-SHRUB_- SLOPE- 12.dwg SHRUB PLANTING I SCALE: 1'= 1'-0' 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 Q N o EDAW AECOM APPROVED FOR CONSTRUCTION y ""`° mat "°'�"`"°' RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT ate@ onw AS SHOWN CITY OF PHASE 1 SHATTUCK AVE S STORMWATER BYPASS �8 �% TB RENTON RENTON 0 710 Second Avenue, �.z �. per �J Public Works Dept LS4 Suite 1000 C(TY OF RENTON DATE B � -i- _ Seattle, Washington 98104 i 19 LANDSCAPE DETAILS 6 (206) 622-1176 � fir. RL FED AID No.: ARRA-0I67(044) 4b d NO. REWSION BY �� APPR