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Y LEGEND EXISTING i it O oco e3 oa R a P t Cr PCAB -o- ee oTELR OT 0 0 OO 2.s'" Cn FIJI r� MONUMENT IN CASE PK NAIL BRASS DISK BENCHMARK SPOT SHOT (DESCRIBED) FOUND REBAR & CAP CATCH BASIN CULVERT STORM DRAIN MANHOLE SANITARY SEWER MANHOLE CLEAN -OUT WATER METER WATER VALVE FIRE HYDRANT WATER MANHOLE WATER VAULT BLOW -OFF VALVE HOSE BIB PRESSURE RELEASE VALVE IRRIGATION CONTROL VALVE POWER VAULT POWER CABINET POWER METER POWER POLE GUY ANCHOR JUNCTION BOX GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER TELEPHONE MANHOLE TELEVISION VAULT FIBER OPTIC MANHOLE UTILITY VAULT (GENERIC) UTILITY MANHOLE (GENERIC) LUMINAIRE (STREET LIGHT) LUMINAIRE W/ EXPOSED CONC BASE (HEIGHT NOTED) TRAFFIC SIGNAL PEDESTRIAN SIGNAL TRAFFIC CONTROL BOX ® MONITORING WELL SIGN OcP GUARD POST °MB MAILBOX o BOULDER us BUS SHELTER 0 YARD LIGHT w GRASS 7 SHRUB 0DT24 DECIDUOUS TREE (TYPE AND DIAMETER INCHES) �1Rl2 CONIFEROUS TREE (TYPE AND DIAMETER IN INCHES) n ST36 STUMP (DIAMETER IN INCHES) cc CONCRETE CURB CCC CONCRETE CURB WITH GUTTER ExTR EXTRUDED CURB DWY DRIVEWAY POWER RISER /SWITCH BOX CONCRETE GRAVEL gag ROCKERY ® RIPRAP PAINTED POWER LINE WATER LINE —w —w— -D —D— STORM DRAIN LINE -G —G— GAS LINE OVERHEAD UTILITY LINE -T —T— TELEPHONE LINE n GUARD RAIL FLOW LINE HEDGE LINE x x FENCE DITCH RIGHT -OF -WAY CENTERLINE EASEMENT — — — PROPERTY LINE SEATTLE PUBLIC Tl/T�"7TT UTILITIES WATER MAIN PROPOSED • e N 111 x F=I _rE UD 1 CATCH BASIN OR CONCRETE INLET CATCH BASIN TYPE 2 WITH RECTANGULAR LID CATCH BASIN TYPE 2 WITH ROUND LID FILTERRA STORM DRAIN UNIT STORM CLEANOUT WATER METER GATE VALVE BUTTERFLY VALVE BLOW OFF VALVE CAP REDUCER FIRE HYDRANT TEE CROSS BEND THRUST BLOCK COUPLING STORM UNDERDRAIN STORM DRAIN PIPE, WITH DIRECTION OF FLOW RETAINING WALL HAND RAIL SIGN NEW HMA CLASS %2 ", PG 70 -22 PAVEMENT (PLAN & SECTION) D HMA CLASS V , PG 70 -22 OVERLAY (PLAN &SECTION) CEMENT CONCRETE (PLAN & SECTION) BARK MULCH (SECTION) II��ITIII -i TOPSOIL TYPE A (SECTION) CSBC (SECTION) SUBGRADE (SECTION) PLANING EXISTING PAVEMENT (PLAN) o GRAVEL BORROW (SECTION) ® REMOVE OR ABANDON WATER SYSTEM, DRAINAGE SYSTEM, OR UTILITY SYSTEM O O o DETECTABLE WARNING SURFACE FOOTING FOR BUS SHELTER, TECH PYLON OR SIGN (SPREAD FOOTING) SLOPE 10 11 --I CONSTRUCTION CENTERLINE -- SAWCUT LINE PAVEMENT GRIND LIMITS SILT FENCE '------- RUNOFF FLOWLINE FOR RIGHT OF WAY PLAN LEGEND, SEE SHEET 5 FOR CONSTRUCTION CHANNELIZATION PLAN LEGEND, SEE SHEET 37 FOR SITE PREPARATION AND TESC PLAN LEGEND, SEE SHEET 69 FOR JOINT UTILITY TRENCH PLAN LEGEND, SEE SHEET 164 FOR ILLUMINATION AND INTERCONNECT PLAN LEGEND, SEE SHEET 226 FOR SIGNALIZATION PLAN LEGEND, SEE SHEET 257 CONCRETE STAMPED RESERVOIR COURSE AND CONSTRUCTION GEOTEXTILE FOR SEPARATION T- 343002 11 -14 -11 SURVEYED: KPG r� OS4'4�OwA OO�y DRAWN BY: JLF KPGr Q� CITY OF PENTON RAINIER AVENUE S (SR ST DRAWING NO. 2 1 0 DESIGN BY: JLF BID nu Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. 7ED403430 y — ° 753981 Avenue N 2502 Jefferson Avenue CHECK BY: NJD SeatBe,WA98109 TaeOma,WAWN DOCUMENTS LEGEND FEDAIDNO. - CM0167(048) P 20320 y APPR FOR CONSTRUCTION ,n rsreR l$� PROJ MGR: JF (206)286.1640 (253)627 -0720 / / DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE TONAL FILE: 0655DNDX01.dwg Y!JlN kpg COm BY: /� 01 DATE:A�00. SHEET NO. 2 OF 304 I 0 M 3 s ABBREVIATIONS A/C ASPHALT CONCRETE EQ EQUAL PRC ACP ASPHALT CONCRETE PAVEMENT EX EXISTING PT ADA AMERICANS WITH DISABILITIES ACT FDC FIRE DEPARTMENT CONNECTION PVC ALIGN ALIGNMENT FL FLANGE JOINT PVT APPROX APPROXIMATELY FOC FACE OF CURB PM AP ANGLE POINT FOMF FACE OF MEDIAN FLOWLINE R ATB ASPHALT TREATED BASE FOW FACE OF WALL REF AVE AVENUE FT FEET RET BAT BUSINESS ACCESS, TRANSIT FH FIRE HYDRANT RJ BLDG BUILDING H HEIGHT ROW BOW BACK OF WALL H HORIZONTAL RP BVCE BEGINNING OF VERTICAL CURVE ELEVATION HH HANDHOLE RPM BVCS BEGINNING OF VERTICAL CURVE STATION HMA HOT MIX ASPHALT RT, R CB CATCH BASIN HORIZ HORIZONTAL S CDF CONTROLLED DENSITY FILL ID INSIDE DIAMETER S CF CUBIC FEET INTX INTERSECTION S CI CAST IRON IE,INV INVERT ELEVATION SCH CIP CAST IN PLACE JUT JOINT UTILITY TRENCH SO A CENTRAL ANGLE L CURVE LENGTH SDMH CL CLASS LF LINEAR FEET SDP q CENTERLINE LP LOW POINT SE CL CENTERLINE LT, L LEFT SF CNTRL CENTRAL LUM LUMINAIRE SHT CMP CORRUGATED METAL PIPE LW LANE WIDTH SSMH CO CLEANOUT MAX MAXIMUM STA COM COMMUNICATION MIN MINIMUM STD COR CITY OF RENTON MH MANHOLE STRM CONC CONCRETE MIC MONUMENTIN CASE SW CONSTR CONSTRUCTION MJ MECHANICAL JOINT SY CONTR CONTRACTOR N NORTHING T CPEP CORRUGATED POLYETHYLENE PIPE NAD NORTH AMERICAN DATUM TCE CSBC CRUSHED SURFACING BASE COURSE NAVD NORTH AMERICAN VERTICAL DATUM TEL,TELE CSTC CRUSHED SURFACING TOP COURSE N.A. NOT APPLICABLE TOG DESC DESCRIPTION NE NORTHEAST TWL TL D DRIVEWAY NO NUMBER TYP DI DUCTILE IRON NTS NOT TO SCALE UDGD DIP DUCTILE IRON PIPE NW NORTHWEST UNK DIA, 0 DIAMETER OC ON CENTER VC DW DRIVEWAY OD OUTSIDE DIAMETER VERT, V DWG DRAWING OH OVERHEAD VLT E EASTING PT, PNT POINT W E EXISTING PC POINT OF CURVE WAT EJ EXPANSION JOINT PCC POINT OF COMPOUND CURVE WSDOT ELEV ELEVATION PCCP PORTLAND CEMENT CONCRETE PAVEMENT EOP EDGE OF PAVEMENT PI POINT OF INTERSECTION WSL EVCE END OF VERTICAL CURVE ELEVATION YR EVCS END OF VERTICAL CURVE STATION SHEET DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND DATUM NOTES POINT OF REVERSE CURVE POINT OF TANGENT HORIZONTAL DATUM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN POLY VINYL CHLORIDE HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT POINT OF VERTICAL TANGENT CITY OF RENTON HORIZONTAL DATUM (NAD 83/91), WASHINGTON STATE AND ARE THEN CONTRACTORS SHALLIDETERM NERTHE E ACTALOCCATION OF ALL POINT OF VERTICAL INTERSECTION PLANE, NORTH ZONE. EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE RADIUS COMBINED SCALE FACTOR = 1.000005 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE REFERENCE POINT ID: 892 OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND RETAINING DESIGNATION: BRYN PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR RESTRAINED JOINT N. 178757.19 SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR E. 1300526.50 SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. RIGHT OF WAY RADIUS POINT DESCRIPTION: WSDOT BRASS DISK SET INTO AND LEVEL WITH EXISTING 2. CONTOUR INTERVAL = 1 FOOT, CONCRETE SIDEWALK. MARK IS APPROXIMATELY 60.0 METERS NORTH OF RAISED PAVEMENT MARKER SOUTH 2ND STREET AND BURNETT AVE SOUTH. RIGHT 3. FIELD SURVEY: KPG, JUNE /JULY 2006 AND OCTOBER /NOVEMBER 2007. SLOPE POINT ID: 124 SOUTH DESIGNATION: GP17167 -29 SEWER N. 173646.54 E. 1297950.89 SCHEDULE DESCRIPTION: WSDOT BRASS DISK SET IN A DRILL HOLE AND LEVEL WITH STORM DRAIN THE CONCRETE SURFACE ON THE SOUTH SHOULDER OF THE SR 167/1 -405 STORM DRAIN MANHOLE OVERCROSSING ABOVE THE APPROXIMATE CENTERLINE OF SR 167. STORM DRAIN PIPE SOUTHEAST POINT ID: CITY OF RENTON #884 (KPG #78) SQUARE FEET N. 178653.29 E. 1298240.69 SHEET DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 2ND STREET AND HORIZONTAL AND VERTICAL PROJECT CONTROL POINTS STORM SEWER MANHOLE RAINIER AVENUE SOUTH. CNTRL PNT STATION # STATION OFFSET ELEVATION NORTHING EASTING DESCRIPTION STANDARD POINT ID: CITY OF RENTON #1140 (KPG#86) STORM N. 178048.56 51 34 +49.21 53.86' LT 24.83 176937.92 1298601.91 PK/WASHER SOUTHWEST E. 5.49 DESCCRIPTIRIP11ON: MONUMENT IN CASE AT THE INTX OF SOUTH 3RD STREET AND 52 36 +77.81 39.16' RT 28.56 177184.33 1298621.05 SCRIBED X SQUARE YARDS SHATTUCK AVENUE SOUTH. 58 49 +96.09 47.16' LT 32.79 178118.32 1298192.18 SETPK TANGENT TEMPORARY CONSTRUCTION EASEMENT POINT ID: CITY OF RENTON #1898 (KPG #260) 60 52 +89.08 45.21' RT 42.70 178717.04 1298284.10 SCRIBED X TELECOMMUNICATIONS N. 176367.42 63 52 +95.32 37.93' LT 42.13 178728.61 1298201.53 PK /WASHER TOP FACE OF GUTTER E. 1299156.63 65 45 +81.15 43.09' RT 32.32 178035.07 1298313.37 SCRIBED X DESCRIPTION: MONUMENT IN CASE AT THE INTX OF SOUTH 6TH STREET AND TWO -WAY LEFT TURN LANE SHATTUCK AVENUE SOUTH. 137 51 +99.77 40.52' LT 39.91 178633.43 1298192.80 PK /WASHER TYPICAL 210 30 +78.77 2.06' RT 22.43 176601.73 1298767.28 SETPK UNDERGROUND UNKNOWN VERTICAL DATUM 215 23 +28.96 52.06' RT 27.01 175910.03 1298541.44 FNDPK VERTICAL CURVE 216 20 +84.71 49.83' RT 25.59 175728.54 1298377.96 SETPK VERTICAL CITY OF RENTON VERTICAL DATUM (NAVD 88). 217 18 +24.15 46.67' LT 25.78 175593.09 1298132.74 SETPK VAULT 218 245 +88.57 70.61' LT 25.68 175962.61 1298039.24 SETPK WEST POINT ID: RENT1920 ELEV. 27.86' 219 12 +32.69 38.34' LT 29.22 175014.59 1297947.32 SETPK WATER DESCRIPTION: BRASS DISK SET IN DRILL HOLE IN SIDEWALK STAMPED "KING 220 10 +32.42 47.81' LT 28.90 174814.54 1297933.89 SETPK WASHINGTON STATE COUNTY EN -61 1973." AT BUILDING #604 RAINIER AVENUE SOUTH ON THE 225 28 +10.80 51.57' RT 27.87 176324.17 1298822.62 KING CO BM DEPARTMENT OF TRANSPORTATION WEST SIDE OF THE STREET AT THE NORTH SIDE OF THE DRIVEWAY. WATER SURFACE LEVEL 233 11 +99.71 120.62' RT 28.28 174978.46 1298105.60 SETPK YEAR POINT ID: WSDOT MONUMENT 124 234 10 +65.00 48.61' RT 28.71 174845.20 1298030.93 SETPK DESIGNATION: GP17167 -29 238 14 +32.88 62.88' LT 25.36 175225.98 1297945.44 SETPK ELEV. 47.67' DESCRIPTION: WSDOT BRASS DISK SET IN A DRILL HOLE AND LEVEL WITH THE CONCRETE SURFACE ON THE SOUTH SHOULDER OF THE SR 167/1 -405 OVERCROSSING ABOVE THE APPROXIMATE CENTERLINE OF SR 167. T- 343003 SURVEYED: KPG 09tie�OwnAyOBy DRAWN BY: JLF Kp� �� ''r CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. S ML S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID Public Works Department „ - 75391hAvenueN 2502 Jefferson Avenue CHECK BY: NJD Seatlle, WA 96109 Tacoma, WA 96402 DOCUMENTS FED AID NO. -C 20320 ¢i`r (2061286 -1640 (253) 627 -0720 APP ABBREVIATIONS & SURVEY CONTROL OV D FOR CONSTRUCTION DATE: NOOV V 2011 ��4voxnL E PROJ MGR: JF wMV.k .com �. NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DNDX01.dwg BY:/ DATE; /��L SHEET NO. 3 OF 304 z a m m a O J ' oC) N o a .p K . ` o 0 0 y s O7 55 69 81 Q 104 A 13 ®4 164 :180; 195; 21Z 228: :241: .269•` :'282..::294:: 5 6 7 8 ®® 1 RAINIER AVE 6 Is 1 ; N S6 O 1 82 O 13 94 •181 :, : .. • 4 149 9 S) 1 e ® OO 79).. 9S .. ' • .::284:....... � � � :230.• •' 6�. RAINIER AVE S CONST. CL CONTROL POINTS STATION OFFSET DESC NORTHING EASTING 5 +00 0,00' START 174281.28 1297971.14 12 +56.31 0.00' PC 175037.44 1297986.12 15 +87.02 - PI - C1 175368.08 1297992.67 18 +90.17 0.00' PT 175615.82 1298211.76 25 +69.07 0.00' PC 176124.39 1298661.50 28 +52.54 - PI - C2 176336.73 1298849.29 30 +84.82 0.00' PT 176606.91 1298763.51 36 +42.24 0.00' PC 177138.20 1298594.84 37 +11.12 - PI - C3 177203.85 1298574.00 37 +79.98 0.00' PT 177268.48 1298550.16 46 +06.11 0.00' PC 178043.57 1298264.31 47 +75.66 - PI - C4 178202.65 1298205.64 49 +40.26 0.00' PT 178371.85 1298216.54 55 +10.91 0.00' AP /PC 178941.32 1298253.25 57 +80.69 - PI - C5 179811.02 1298259.39 60 +50.00 0,00' PT 179479.96 1298238.13 SWIS GRADY WAY CENTERLINE ALIGNMENT DATA STA 146 +00 TO STA 154 +00 N 77' 28' 11" E, 800.00' HARDIE AVE SW CENTERLINE ALIGNMENT DATA STA 747 +00 TO STA 748 +65.08 S Ot' 23' 11" W, 165.08' CURVE CURVE C6 DATA PT PC = PC = 748 +65.08 PT = 749+78.86 A = 6511'17" L = 113.77' R = 100.00' T = 63.94' STA 749 +78.86 TO STA 750 +00.00 S 63' 48' 07" E, 21.14' CURVE REVISION DESCRIPTION AVE 0 798. y .....29j• .2�,. sj %J3i ® i N 11 S9 1p8 ® 13 1 ® 8S O 184: :''..•. 13 9I SWIS 7TH ST CENTERLINE ALIGNMENT DATA STA 246 +00 TO STA 254 +00 S 89' 09' 14" E, 800.00' S 4TH PL CENTERLINE ALIGNMENT DATA STA 347 +00 TO STA 354 +00 N 76' 28' 38" E, 700.00' S 3RD PL CENTERLINE ALIGNMENT DATA 81 15 99 13 51 13 � ..11a 9 110 ... - .23Q.: '•...... ,.156. '•....::•' : �. ?255:: •' "��' N 55 98 1A 12 50 109 ® .. "•. •' � •:233.: ''•......: •:155. •: •..:... .. • STA 447 +00 TO STA 452 +00 N 56' 34' 15" E, 500.00' SW SUNSET BLVDIS 3RD ST CENTERLINE ALIGNMENT DATA STA 548 +25 TO STA 559 +40.98 S 88' 38' 19" E, 1115.98' S 2ND ST CENTERLINE ALIGNMENT DATA STA 650 +00 TO STA 653 +00 S 88' 17' 23" W, 300.00' n -1a -i1 SURVEYED: KPG SO DRAWN DRAWN BY: JLF DESIGN BY: JLF y CHECK BY: NJD •"$ 2032 .n cr Te ti }F' PROJ MGR: JF BY APP. DATE �NqL FILE: 0655DNDX01.dwg 11 89 1p1 53 5 53 112 1 1A 2 .. 112 ... _,2�6.: •'•.._... . . 2p3 • ... •:185; �. •' �:. ' • • . :'302.• \1 41 50 51 100 � 16 64 78 4 •'173: 15 O 55 113 1� 62 139 5 111' .189: .204.: 'L26 111 © ... .:z35:• '�••�� � ''303 •: :�2� '•275' ;291':, `' •...•''• ,'181: •.•...::•' .... . RAINIER AVE S CONST. CENTERLINE ALIGNMENT DATA STA 9 +00 TO STA 12 +56.31 N 01' 08' 06" E, 356.31' CURVE C1 DATA PT PC = 12 +56.31 PT = 18 +90.17 A = 40'21'10" L = 633.86' R = 900.00' T = 330.71' STA 18 +90.17 TO STA 25 +69.07 N 41' 29' 15" E, 678.90' CURVE C2 DATA CURVE PC = 25 +69.07 PT = 30 +84.82 A = 59'06'04" L = 515.75' R = 500.00' T = 283.47' STA 30 +84.82 TO STA 36 +42.24 N 17' 36' 48" A 557.42' 753 9th Avenue N 2502 Jefferson Avenue Sealte, WA 98109 Tawnra, WA 9M02 (206)2861640 (253) 627 -0720 wwv.kpg.00m CURVE C3 DATA :.X: JOINT UTILITY TRENCH PLANS PC =36+42.24 EXISTING CONDITIONS PT = 37 +79.98 A = 02'37'50" L = 137.74' R = 3000.00' T = 68.88' STA 37 +79.98 TO STA 46 +06.11 N 20' 14' 38" W, 826.13' CURVE C4 DATA PC = 46 +06.11 PT = 49 +40.26 A = 23'55'55" L = 334.15' R = 800.00' T = 169.55' STA 49 +40.26 TO STA 55 +10.91 N 03' 41' 17" E, 570.65' CURVE C5 DATA PC = 55 +10.91 PT = 60 +50 A = 05'49'28" L = 539.09' R = 5303.01' T = 269.78' BID- DOCUMENTS SHEETINDEX 52 -_ 45 54 56 57 56 59 60 N z N N ODRAINAGE PLANS X:''. SIGNALIZATION PLANS AND WIRING DIAGRAMS QDRAINAGE PROFILES X : ' URBAN DESIGN DETAILS OWATER PLANS X::• IRRIGATION PLANS WATER PROFILES X.: :: LANDSCAPE PLANS T. 3 4 3 0 0 4 CITY OF RENTON ..0 Public Works Department APPRO JID FOR CONSTRUCTION BY: RAINIER AVENUE S (SR 167) RIGHT OF WAY PLANS :.X: JOINT UTILITY TRENCH PLANS (� EXISTING CONDITIONS X' JOINT UTILITY TRENCH PROFILES - CM0167(048) SITE PREPARATION & TESC PLANS . X.. PROPERTY RESTORATION PLANS OALIGNMENT PLANS :'X :; CHANNELIZATION &SIGNING PLANS O ALIGNMENT PROFILES :':X::: ILLUMINATION AND INTERCONNECT PLANS ODRAINAGE PLANS X:''. SIGNALIZATION PLANS AND WIRING DIAGRAMS QDRAINAGE PROFILES X : ' URBAN DESIGN DETAILS OWATER PLANS X::• IRRIGATION PLANS WATER PROFILES X.: :: LANDSCAPE PLANS T. 3 4 3 0 0 4 CITY OF RENTON ..0 Public Works Department APPRO JID FOR CONSTRUCTION BY: RAINIER AVENUE S (SR 167) DRAWING NO. 4 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) INDEX DATE: NOV 2011 SHEET NO. 4 OF 304 a z �y a m a O J ' i A C) I� a oW da. o w N O c N w I 0 3 C> 0 0 U O U 3 0 z W i 0 .o u7 0 z 0 z W H U W 0 1 Ln N � c RAINIER AVE S (SR 167) 5 6 7 9 1 11 1 13 N 01' 23. 11-E (1/4 SECTION LINE) - 14 1100.32' N 75 1. OF PLAN 8 +98.00 RAINIER AVE S (SR167) 10 +08.61 RAINIER AVE S 150 +00.00 SW GRADY FOUND MONUMENTIN CASE- 1 . z NOTES 1 1 1 1. THE CENTERLINE OF RAINIER AVENUE SOUTH WAS CALCULATED BASED ON THE FOLLOWING UP,1 1 RIGHT OF WAY PLANS: m 1 RENTON TO EARLINGTON, APPROVED JANUARY 16, 1922, CONTRACT NUMBER 585 (WSDOT), 1 BLACK RIVER TO EARLINGTON, SHEET 2 OF 2, APPROVED MARCH 27, 1925, CONTRACT 1 1 NUMBER 933 (WSDOT), 1 \ RENTON TO SEATTLE, SHEET 1 OF 10, APPROVED OCTOBER 4, 1927, CONTRACT NUMBER 1 1364 (WSDOT), SEATTLE TO RENTON, SHEET 7A OF 7, APPROVED FEBRUARY 6, 1940, CONTRACT NUMBER 1 1 2643 (WSDOT), SEATTLE TO RENTON, SHEET 7B OF 7, APPROVED FEBRUARY 6, 1940, CONTRACT NUMBER f FOUND MONUMENTIN CASE 2643 (WSDOT). 2. THE CENTERLINE OF RAINIER AVENUE SOUTH, SOUTH OF SOUTH GRADY WAY WAS CALCULATED PER SURVEY 20050728900039, VOLUME 190, PAGE 288 KING COUNTY LEGEND RECORDS, BY PERTEET, DATED JULY 19, 2005 FOR WASHINGTON DEPARTMENT OF TRANSPORTATION (WSDOT). 3. ALL STATION AND OFFSET DATA IN THIS RIGHT OF WAY PLAN REFERENCES THE — — — CONSTRUCTION CENTERLINE OF RAINIER AVENUE SOUTH, UNLESS OTHERWISE INDICATED. 4. THE BURLINGTON NORTHERN SANTA FE (BNSF) RIGHT -OF -WAY, EAST OF RAINIER AVENUE SOUTH, WAS CALCULATED PER PLAT OF WEFANCS ADDITION, VOLUME 39, PAGE 21, KING COUNTY, RECORDS, DATED JULY 12, 1943. THE RIGHT -OF -WAY, WEST OF RAINIER AVENUE SOUTH, WAS CALCULATED PER BOUNDARY LINE ADJUSTMENT 9905129006, 50 VOLUME 129, PAGES 176 -179, DATED MAY 12, 1999. TWP 23 N RGE 5 E W.M. 1 16 NW 1/4 SEC. 19 W O - \ N Go I IN 01' 23' 11" E �R 748 747 _ /4 SECTION LINE HARDIE AVE SIN 18 7B ,�T - - - -� N �N�FRq`F 1B \ I 3I O " �I• SHEET 9 SECTION CORNER POSITION RAINIER AVENUE S (SR 167) PER FOUR REFERENCE 200 0728 00039EBY PERTEET S GRADY WAY TO S 2ND ST z2 NE 1/4 SEC. 19 EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE EXISTING RIGHT OF WAY CENTERLINE CONSTRUCTION CENTERLINE CONSTRUCTION CENTERLINE STATION SHEET 10 MI N Ij y �k ly CN N O� Ii GO I� N \ N 3 IN vI Z FOUND MONUMENTIN CASE RIGHT OF WAY SW 114 SEC. 18 MONUMENT DESTROYED DURING 2006 1 CONSTRUCTION - CALCULATED PER SURVEY \ 1 20050728900039 BY PERTEET (POSITION VERIFIED BY RP'S FROM C.O.R. \ 1 MONUMENT CARD #60, DATED 4- 13 -88) 1 1 1 A 1 1 1 1 1 1 1 1 2 +50.74 RAINIER AVE S 1 1 50 +00.00 SW 7TH ST SE 114 1 �s 2 SEC. 18 1 \ \� \ 28 30 7n i 2 v J33 t,, �5 X Z SHEET 11 — i -7 SHEET 12 \ \ -I - PLAN SCALE: 1" = 100' T- 343005 SURVEYED: KPG CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 5 '�•;�w y�N�.� J& >} S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DRAWN BY: KW � DESIGN BY: RR Public Works Department � : x 7539 h Avenue N 2502 Jefferson Avenue FED AID NO. - CM0167Q48) 'AOt, i4o CHECK BY: RR Sealde,WA98109 Tacoma,WA9902 • asals �, APPRO VFO CONSTRUCTION DATE: NOV 2011 'REC15i"?. ¢ (2�Izsrrlsao (259(627 -0729 RIGHT OF WAY PLAN INDEX s ..,....... �} PROJ MGR: JF / \ / N UMBER REVISION DESCRIPTION BY APP. DATE fN�AL L nNO S FILE: 0655DROW01.dwg BY: Nay, DATE: er /�� SHEET NO. 5 OF 304 z �y < y.l O J ' v I `n N a o�fy�� aC O i �, SHEET 8 ET N 16 +50.00 RAINIER AVE S 1 750 +00.00 HARDIE AVE SW 1 1 1 1 . z NOTES 1 1 1 1. THE CENTERLINE OF RAINIER AVENUE SOUTH WAS CALCULATED BASED ON THE FOLLOWING UP,1 1 RIGHT OF WAY PLANS: m 1 RENTON TO EARLINGTON, APPROVED JANUARY 16, 1922, CONTRACT NUMBER 585 (WSDOT), 1 BLACK RIVER TO EARLINGTON, SHEET 2 OF 2, APPROVED MARCH 27, 1925, CONTRACT 1 1 NUMBER 933 (WSDOT), 1 \ RENTON TO SEATTLE, SHEET 1 OF 10, APPROVED OCTOBER 4, 1927, CONTRACT NUMBER 1 1364 (WSDOT), SEATTLE TO RENTON, SHEET 7A OF 7, APPROVED FEBRUARY 6, 1940, CONTRACT NUMBER 1 1 2643 (WSDOT), SEATTLE TO RENTON, SHEET 7B OF 7, APPROVED FEBRUARY 6, 1940, CONTRACT NUMBER f FOUND MONUMENTIN CASE 2643 (WSDOT). 2. THE CENTERLINE OF RAINIER AVENUE SOUTH, SOUTH OF SOUTH GRADY WAY WAS CALCULATED PER SURVEY 20050728900039, VOLUME 190, PAGE 288 KING COUNTY LEGEND RECORDS, BY PERTEET, DATED JULY 19, 2005 FOR WASHINGTON DEPARTMENT OF TRANSPORTATION (WSDOT). 3. ALL STATION AND OFFSET DATA IN THIS RIGHT OF WAY PLAN REFERENCES THE — — — CONSTRUCTION CENTERLINE OF RAINIER AVENUE SOUTH, UNLESS OTHERWISE INDICATED. 4. THE BURLINGTON NORTHERN SANTA FE (BNSF) RIGHT -OF -WAY, EAST OF RAINIER AVENUE SOUTH, WAS CALCULATED PER PLAT OF WEFANCS ADDITION, VOLUME 39, PAGE 21, KING COUNTY, RECORDS, DATED JULY 12, 1943. THE RIGHT -OF -WAY, WEST OF RAINIER AVENUE SOUTH, WAS CALCULATED PER BOUNDARY LINE ADJUSTMENT 9905129006, 50 VOLUME 129, PAGES 176 -179, DATED MAY 12, 1999. TWP 23 N RGE 5 E W.M. 1 16 NW 1/4 SEC. 19 W O - \ N Go I IN 01' 23' 11" E �R 748 747 _ /4 SECTION LINE HARDIE AVE SIN 18 7B ,�T - - - -� N �N�FRq`F 1B \ I 3I O " �I• SHEET 9 SECTION CORNER POSITION RAINIER AVENUE S (SR 167) PER FOUR REFERENCE 200 0728 00039EBY PERTEET S GRADY WAY TO S 2ND ST z2 NE 1/4 SEC. 19 EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE EXISTING RIGHT OF WAY CENTERLINE CONSTRUCTION CENTERLINE CONSTRUCTION CENTERLINE STATION SHEET 10 MI N Ij y �k ly CN N O� Ii GO I� N \ N 3 IN vI Z FOUND MONUMENTIN CASE RIGHT OF WAY SW 114 SEC. 18 MONUMENT DESTROYED DURING 2006 1 CONSTRUCTION - CALCULATED PER SURVEY \ 1 20050728900039 BY PERTEET (POSITION VERIFIED BY RP'S FROM C.O.R. \ 1 MONUMENT CARD #60, DATED 4- 13 -88) 1 1 1 A 1 1 1 1 1 1 1 1 2 +50.74 RAINIER AVE S 1 1 50 +00.00 SW 7TH ST SE 114 1 �s 2 SEC. 18 1 \ \� \ 28 30 7n i 2 v J33 t,, �5 X Z SHEET 11 — i -7 SHEET 12 \ \ -I - PLAN SCALE: 1" = 100' T- 343005 SURVEYED: KPG CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 5 '�•;�w y�N�.� J& >} S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DRAWN BY: KW � DESIGN BY: RR Public Works Department � : x 7539 h Avenue N 2502 Jefferson Avenue FED AID NO. - CM0167Q48) 'AOt, i4o CHECK BY: RR Sealde,WA98109 Tacoma,WA9902 • asals �, APPRO VFO CONSTRUCTION DATE: NOV 2011 'REC15i"?. ¢ (2�Izsrrlsao (259(627 -0729 RIGHT OF WAY PLAN INDEX s ..,....... �} PROJ MGR: JF / \ / N UMBER REVISION DESCRIPTION BY APP. DATE fN�AL L nNO S FILE: 0655DROW01.dwg BY: Nay, DATE: er /�� SHEET NO. 5 OF 304 z �y < y.l O J ' v I `n N a o�fy�� aC O i a N O M N 3 v s RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST I �um 50 RIGHT OF WAY 2 Z CnA - w k 0 s cr EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE EXISTING RIGHT OF WAY CENTERLINE CONSTRUCTION CENTERLINE CONSTRUCTION CENTERLINE STATION 41 +22.39 RAINIER AVE S /46 +35.06 RAINIER AVE S 550 +00.00 S SUNSET BLVD TWP 23 N RGE 5 E W.M. FOUND MONUMENTIN CASE �w I IZI J F 3 I w I U 77T `� 52 +31.85 RAINIER AVE S 650 +00.00 S 2ND ST SSHHEE�T'1 -8 I_ END OF PLAN 55 +99.00 RAINIER AVE S T- 343006 .. p .. ....... '.f 11 -14-11 SURVEYED: KPG �P F WAS �j, �� �I �:.P� or'• DRAWN BV: KW ''} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 6 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: RR 7539th AvenueN 2502 Jefferson Avenue Public Works Department '40 •. r.� CHECK BV: RR S¢¢m¢, WA 98109 Tac¢ma, WA 98402 FED AID NO. - CM0167(048) • 38015 APPRO D FOR CONSTRUCTION Fssio FCrsrE?` 5�� PROJ MGR: JF (206)286-1640 (253) 627 -0720 J, RIGHT OF WAY PLAN INDEX DATE: NOV 2011 NUMBER REVISION DESCRIPTION BV APP. DATE LAN9 FILE: 0655DROW01.dwg WWV/k�OJrs BY: �/ 1 DATE:��kJ� –mil- SHEET NO. 6 OF 304 a z �y Mh �O �+ > o � •� W { N O Z s 0. N 0 3 s LEGEND 50' 30 334040 -2670 I N 01' 08' 06" E CONST. CL I O 50' Y - - -_ - -_ - - - - N 01' 23' 11" E 1/4 SECTION LINE N 01' 31' 48" E ROW CL (WSDOT EE LINE) RAINIER AVE S 0 334040 -1630 EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH VARIES Z J J J C�Py t=° n Z r 10 +00 10 +08.61 Z m, r^ 0 f r 0 u N 0j VARIES PLAN L SCALE: 1" = 20' L 0 5 10 20 40 60 SCALE IN FEET 10 +25.70 41.51' LT \ \\ 31 192305 -9021 10 +85.91 \\ 81.00' LT \ 10 +86.82 11 +08.14 73.00' LT 62.00' LT \ - - - --------------------- . 10 +94.76 65.02 LT SW GRADY WAY IN CASE l l a o w 2 CO 0 0 11 +00 12 � I a N 01' 23' 11" E ROW CL & 1/4 SECTION 1INE U' w z J 11 +69.36 / — — 63.98' RT — 11 7.9+8 ' 65.71 67+ RT / /Z'7_11+63.82 / \ � 75.98' RT / 11 +45.05 96.55 RT 50' / O O 10+95.37 ` /192305 -9074 192305 -9068 145.04' RT 1 / 0 \ MON IN CASE I 160 +46.25, 0' RT ROW & CONST. CL T- 343001 OWNERSHIPS NO. x PARCEL NO. U RIGHT OF WAY H PERMANENT EASEMENT Q o � Q1 LANGLEY, DENNIS 11 +69.36 / — — 63.98' RT — 11 7.9+8 ' 65.71 67+ RT / /Z'7_11+63.82 / \ � 75.98' RT / 11 +45.05 96.55 RT 50' / O O 10+95.37 ` /192305 -9074 192305 -9068 145.04' RT 1 / 0 \ MON IN CASE I 160 +46.25, 0' RT ROW & CONST. CL T- 343001 OWNERSHIPS NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT Q1 LANGLEY, DENNIS 334040 -1630 224,490 - - - Q2 S PROPERTIES, LLC 192305 -9074 45,096 2,880 42,216 - - O3 S PROPERTIES, LLC 192305 -9068 84,312 1,319 82,993 292 1,843 30 AZULE PROPERTIES, LLC 334040 -2670 65,843• - - - 31 GREENWELL /RENTON, LLC 192305 -9021 61,788* 2,200 59,588 1,351 1,463 * AREA PER KING COUNTY ASSESSORS RECORDS. 11-14-11 SURVEYED: KPG DRAWN BV: KW CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 7 yi'.. �:�r'� °T ° "•.Ys' S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 ' DESIGN BY: RR Public Works Department 75390 Avenue N 2502 Jefferson Avenue x FED AID NO. -CM0167(048) ° CHECK BY: RR SeaWe,WA98109 Tacoma,WA98402 RIGHT OF WAY PLANS • saws ro APPROVED FOR CONSTRUCTION DATE: NOV 2011 F •.a o,. (206)286.1640 (253) 627 -0720 ss ' FOrsrER�: pQ" PROJ MGR: JF 7 r0`YAi, LnN9 9 1WhY.Y,Qg.001n BY: �� //� DATE: `l! STA 8 +00 TO STA 12 +00 SHEET NO. 7 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DROW01.dwg z �y m N G7 O . on o -C o O z WE S1 w 0 N 3 a a z �y ?O G I a o -c O w N O Y y a u� 0 z 0 z w U W O d Y % o 30- 192305 -9048 / ��, P�� r� �0 77.45' LT / A G v 0 Z c LEGEND 50' � U / N � U 3 oT = 749 +7 �� X6s 17 +46.62 o� °6 96.09' LT • 17+61.21 17 +00 \ 71.35 LT 36 19 +21.01 91.99' LT \ - - - -.- . C11 � 92305 -9027 / 19+21.01 76.00' LT -- - - - - -- C12 68.00' LT - - -- C13 o 19 +21.01 w 64.00' LT e2 1 O '® ^� N _ o' + IQ co 18 +00 w u z CL _ _ _ P.T. R.O.W. CL a 19 +00 N 41' 29' 16+ _ - _ - - 18 +06.83, 16.92' RT 15 E CL CONST. RAINIER AVE S MON IN CASE - _ 20 18+05.54', 16.83' RT 33' ROW CL 18 +90.17 - 17 +71.35 18 +02.59 59.00' RT 64.00' RT 59.00 H 1 I1_ �_ 18 +90.17 19 +65.22 19 +65.83 68.00' RT 59.00' RT 64.00' RT -- - - - - -- - _ .- C15 C16 / �17 +18.54 17 +93.66 t � 0 RT 81.99' RT 192305 -9035 EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH PLAN J SCALE: 1 = 20 IWTV 0 5 10 20 40 60 SCALE IN FEET 17 +93.89 18 +70.99 _ 19 +79.50 68.00' RT 76.00' RT C94 ---- -_ 76.00' RT 1,20 _ \18+90 � _- 17 +98.13 18 07+ 99 86.00' RT .17 86.00 RT 76.00 RT 192305 -9053 79.50 192305 -9044 OWNERSHIPS CURVE TABLE CURVE DELTA RADIUS LENGTH C8 40'21'06" 900.02' 633.86' C9 4010'23" 716.30' 502.24' C10 6511'17" 100.00' 113.77' C11 9'50'45" 991.50' 170.38' C12 10'06'21" 983.50' 173.47' C13 9'57'46" 979.50' 170.32' C14 22'41'37" 836.00' 331.12' C15 24'06'40" 833.00' 350.54' C16 3'33'17" 829.28' 51.45' C17 454'02" 825.00' 70.56' C18 5'34'30" 841.00' 81.83' C19 6'07'45" 832.00' 89.00' C20 4'38'18" 814.00' 65.90' C94 113'15" 824.00' 17.56' NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHH ® DIAMBRI, VICKIE M. 192305 -9035 SEE SHEET 8 Q5 D&C INVESTMENTS, LLC 192305 -9053 39,048 1.389 37,659 1,430 1,989 © SFP -A LIMITED PARTNERSHIP 192305 -9044 SEE SHEET 10 34 BONNELL FAMILY, LLC 192305 -9048 SEE SHEET 8 36 I PIEROTTI, LLC 192305 -9027 57,529 10,999 46,530 2,225 3,318 T- 343009 eJ: "Z 11 -14-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 9 DRAWN BY: KW Kp� CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 ' DESIGN BY: RR Public Works Department �. to 7539tl�AvenueN 2502 Jefferson Avenue FED AID NO. - CM0167(048) CHECK BY: RR Sede,WA98109 Tacuma,WA98402 RIGHT OF WAY PLANS 3 01 APPRO ED FOR CONSTRUCTION DATE: NOV 2011 �"•. kg o,.: •s"' (206)286-1640 (253) 627 -0720 ss •. 2rsreRe• PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE fo L LAN9 S� FILE: 0655DROW01.dwg 8Y: Al DATE:? 4�L��� STA 15 +50 TO STA 20 +00 SHEET NO. 9 OF 304 a z �y m /r v, O J ' �C) 6=,k -e w o w N O Z G UJ c_ w O M 3 0 rr 0 U O 0 i m '3 0 i czc N w i 0 s R H w w x N O O O [V H to w z J x a 36 192305 -90; ------------ - - - - -- / 20 +69.86 68.00' LT 20 +68.82 - - -- 64.00' LT - - -- _� in cV (D N 41' 29' 15" E CONST. CL 21 +00 y19 >T c gyp SJ` sFcT \ GyF \ \22+23.90 80.36' 80.36' LT \ 22 +30.26 / 22 +00 22 +33.58 88.83' LT 22 +80.36 68.00' LT ` 182305- 9123 ----- -- t23+34 - - ' - - - .86- 23 +. - 5 08 22+7951 68.00LT 68002 - - - - - - - LT A6' \ 64.00' LT 23 +38.37 23 +47.52 \e�p, 64.00' LT 64.00' LT 23 +00 i CV 24 +00 \ 22 +73.00 21.29' RT N 41' 33' 34" E ROW CL _ - _ - - _ - 23 +84.50 6 23 +95.05 RAINIER AVE S y M \p9. 59.00' RT 59.00' RT EASE 21 +65.37 21 +85.35 ENT 24 +27.10 23 +95.05 26, 63.00' RT 59_00' RT -- - - - - -- -- 68.00' RT - -- -- - - - - - - �-, - - - �-- - 64.00' RT R� T 21 +85.81 20 +27.50 20 +89.77 4 +1005 900' 2R75.15' RT 68.06' RT 100 T 7. RT - - - - - - - - -- -- - - - - - - - ------------- - - - - - 1'3 _ IQ 51-10' 23 +72.83 23 +73.87 6 T 00' 5T 84.71' RT 64.4 R 63. R 20 +27.50 20 +90.76 21 +09.51 88.00' RT 192305 -9044 OWNERSHIPS \ 21 +47.51 21 +82.19 76.00' RT 76.00' RT / �� S, 23 +71.34 RT 809 21 +47.51 21 +65.37 8. 88.00' RT 71.00' RT +23 8 RT 192305 -9031 � \ \�� /22+79.42 1155.93.93' RT • \�\\ \ RT \ 84.84' RT 66.73' RT \ 24 +47.59 68.01' RT 182305 -9133 / 22 +83.01 110.91' RT \� \ \ NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT © SFP -A LIMITED PARTNERSHIP 192305 -9044 32,843 2,440 379.30' 30,403 1,285 2,411 Q7 HARNISH, KEITH T. AND COLLEEN J. 192305 -9031 189,388 143 35.49' 189,245 1,520 892 ® WOLF, RICHARD 182305 -9133 SEE SHEET 11 36 PIEROTTI, LLC 192305 -9027 SEE SHEET 9 3© CURRAN PROPERTIES, LP 182305 -9123 63,259 9,200 54,059 1,763 PLAN SCALE: 1" = 20' 0 5 10 20 40 60 SCALE IN FEET \� 23 +51.69 \ 158.57' RT 9 \ 1`9, \ 23 +72.52 180.54' RT 23 +36.57 1 T 72 R +23 3 \ 176.11' RT a , w w S O Ln CN N H VJ w z J a CURVE TABLE CURVE DELTA RADIUS LENGTH C21 17'54'01" 379.30' 118.50' C22 513'43" 379.30' 34.61' C23 6'05'24" 379.30' 40.32' C24 4'34'30" 379.30' 30.29' C30 1 13111'13" 1 15.50' 35.49' C95 1 131. 11'56" 1 33.50' 76.71' 1 G!_C \Ill 50' EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH T- 343010 I RCYWCU r'HKt.tL UO YtKM HNU ItMY I:UNJI tJMI AKtHJ J -Z4 -I I e.? -i... Sy`•'JO H44 -11 SURVEYED: KPG RAINIER AVENUES SR 167 DRAWING NO. 10 2 REVISED PARCEL 08 ROW AND TEMP CONST ESMT AREAS 8 -19 -11 w Nc • $ Kp� Al CITY OF RENTON O:'e .+'•� DRAWN BY: KW >} 3 REVISED PARCEL 37 TEMP CONST ESMT AREAS 12 -14 -11 a;5 °z�� "Jt S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: RR Public Works Department 753961 AuenueN 2502 Jefferson Avenue FED AID NO. - CM0167(048) �o•., 3 8015 CHECK BY: RR Sea6e,wA98109 Tacoma, WA 98402 RIGHT OF WAY PLANS APPROVED FOR CONSTRUCTION `"ss• ?FCrsre��: °'J� PROJMGR: JF (206)26G1640 (253) 627 -0120 DATE: NOV 2011 10 4 LAN9 5 FILE: O655DROW01.dwg twAV'Y 'COm BY:/ DATE: % il - STA 20 +00 TO STA 24 +50 SHEET NO. 10 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE .' a a z �ya m a O G T �D ~ o K a pK . o W N z 0 0 3 0 LL a 0 u7 i 0 U '3 a i Z N i d .o 0 i z 0 z w U W O IM1111 80 ...............................................................................................................................................................................................................................................................................................................:............................................................................. _.._. ...._......_ .... .... ................ .... ....._ .........................._............................................... ..:................ .. ......... 14 ............................... . ................................................................................................................................................................................................................................................................................. ....................... ....... ............ ............................................................................................... 62 ......................... .................... .............................. ..............................; ............. ...................... ....... a .............................. ALIGNMENT PROFILE ............................80. ............................... ...:............... ...... ._........ ........ ......................: .......... .:. ................. ........... :.............................. ............................. ..: .: 80 ..... .............. ... ............... .......... _._ ..... .... ...._...:......._._....._....._ _ HIGH _ JOINT UTILITY TRENCH PLAN _ ....... : .......... ....... :. ......... ........ ............... _ .............. .:............................... _.......... HIGH POINT ELEV .'= "28.83......... _..... _........ _ ................................................ ............................... :............................................................... ........................ .............................. GENERAL PROFILE NOTES ILLUMINATION PLANS 60 ........................................ ...................HIGH,.POINT. 289 LANDSCAPE PLAN 301 STA...... 38 �77: 90.................................................:...... .. .: .. ... ............................... ............................... ... ...................:........... POINT. STA.. =..40 41, 15............................................................ 1. - SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE BY ............................... .. DATE .............................................................. ;............................... ............................... ;.............................. ..........PVI .STA.. 40 +36.15 ....... SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. ......... _ ...... ................... ............. ..............,.. ............................... .............................. ................ ... .._.....:..............................:...............................:...............................:. ...... ..............................: 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS HIGH 'POINT ELEV = 28:66 "" " "' "HIGH POINT ELEV 29:17 - ...:................................... ... SECTION CONFIGURATIONS A ND. REFERENCE POINTS FOR MEDIAN PROFILE 60..... :HIGH. POINT STA.. -, 37 +80.89 „ . ...... HIGH. POINT STA.,.,.39 +69,44._........ ..............................................................................................:........................ - N. - o..... s... AND GUTTER PROFILE. .... ......... P.M. STA .= ..37 +75..... ..... . ...... ... ........ .. ,T PA STA ._. 39 +69..44 ..... ......... .... ......... .... ......... ......... ..... ............... ..;..,,..,..............., ..............................6 .. 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT PVI ELEV = 28:77 ...... .. ......... �. _:..... ..... ....... ........ ..PVI ELEV = 29:24 ...... .... ..... .. ..... �,. . �..... ....3RD' PLACE .. 0.0 ................_.... ..N _._.. _ 50 VC . ...... ..... ............._... c,. N................. ...+ • CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WI 4 WITH .N.. ................ ......... _......... ............................ ......... 40 .......... :.......................... + :CO M. . � ............ ..........................(n... N ..... .... .�. U... ,. �.. ..... .. .... ....... ....... ....... ....... ......... - - ;........ .........................:..... U ......... .... UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS U ...................... �... ....... ....... C) o ............... .... ..... ............................... ......... ....... ... . m. . ............... ...................:........... co N .. .. .... ........ EXISTNG.GROUND m INSTALLED AND OPERATIONAL. . w d0 N N .... �. w .......................... ........ ° �..� ..................... �. �v.. .. ..... At. CENTERLINE ...................'.... AT.CEN.TERLINE. .... . ..................................... + 00 00 . °. 04 �° 3RD PLACE 40 - aa........ w "� � ............................:. 4 ............... .. a+ "'.�....."'. } (J ..........<> ti ... ....... ..................... ........ .... ................ ... ....... 40 f%1 U, . N w . .. .. : .. ....... ...... ..... ...... (n. v c5 ?. .... ..... <. m j .....V? . v: n END WESTAEDIAN w l _ 0.500% AST M BEGIN E MEDIAN w a .... ... ... m ... �. w U w ..� a < PROFILE AT STA: 40 +70.45 . .. .. f PROFILE AT STA 41 +80:24 .. ... WEST GUTTER PROFILE 20 +. WEST MEDIAN PRORLE ...... .......... . ............. ............... .. ... �L2. . 2 ... END EAST.MEDIAN PROFILE. AT. STA 38+67.91,— - "? a ............... ..............................: `� - - - - - - - MATCH ;R17 ... ............................... ........ INTERSECTION CURVE 0A7A: - - - - - ...... :.MATCH R18 . INTERSECTION .CURVE. ¢„ +a ........6. I EAST MEDIAN . PROFILE _. WEST MEDIAN. PROFILE a .. AT STA: 40 +83.74, SEE ALIGNMENT PLANS AT. STA.41 ±95,82, .SEE. ALIGNMENT .PLA.NS ........ 500 %... . :0.000% - ..... N �> J ..... ...... ...... �.w ...... ..... ...........0 .... . :.............................a < ....... T _0:5 ............................. :.............................................................:...............................:..............................:.......................... 0:500 %......... ..................:....... ........... ........ ........... ........................ 0.750%. .... _ ................. .... ?.......................... T .:.... - ..... 0.750 %....: ............................... .. .............................. ..... :............................... :............. .... .............: 3RD 3RD, PL..........R18.........29,1.6 : 00 0� . N o 29.16 .............................................. .. WEST GUTTER PROFILE MATCH R15 INTERSECTION - ........... I °o _.28,71,,,,,,,,_._R17.....,,,,. ,PL,....... - - - 20.....:. m•• o°i..�° Nom....... _ 39 CURVE DATA AT STA 40 +57 42 ....... .. .............. .. ....................... . ................7.............. N N.. w...+ .... SEE ALIGNMENT PLANS J J + 20 N W , N.... MATCH R16 INTERSE 0 CURVE DATA..... . - w ... ............ ... .... ................. AT STA 41 +62:10, EE ALIGNMENT PLANS �.._. �. J.. ..HIGH POINT ELEV = 29.35 ...... ......... ..... ......................... . .. ... ... w.... .... ...... .......... CL .....HIGH POINT STA 37 +98.02 .... ............................... ........ ........ .......... ..... .................... ...... <..... ....... .............. .......PVI S7A ° 37+ 93. 8. 5 ................................................:..............................................................:...............................:...............................: ............................... PVI' ELEV = 29.42 . ...... .........: 501.VC ......... ........ ...... ....:. .. ..... :W, GUTTER 28.52 .... 2864,.. ...28.77 28,89... ..... ...... 29;14...........2.9. .17..........,29:08...........2 R15........ R1. 629.22.....,,,29.41; 0.......W. MEDIAN. 29.26 ...............29,39 .. 29.51........... .....29,02.,,,.,,... 29.64..... 29.76........... .9.03..........29;22. ....... ,.. 29 89....... 30.01 30.02.... 30.03.......... 30 04....................- ................ ..MD_PL - .......... ,,,3RD,PL,,.._..... - - 0 38 39 ........ 40 ......... 41 42 WEST GUTTER LINE & MEDIAN PROFILE 80 .......................................................................... _.._. ...._......_ .... .... ................ .... ....._ .........................._............................................... ..:................ .. ......... 14 ............................... . ................................................................................................................................................................................................................................................................................. ....................... ....... ............ ............................................................................................... 62 ......................... .................... .............................. ..............................; ............. ...................... ....... a .............................. ALIGNMENT PROFILE ............... ............................. ............................... ...:............... ...... ._........ ........ ......................: .......... .:. ................. ........... :.............................. ............................. ..: .: 80 ..... 122 ... ............... .......... _._ ..... .... ...._...:......._._....._....._ :,.. .:.............................. HIGH _ ................... .............. _ POINT ELEV _ '28.55 JOINT UTILITY TRENCH PLAN . ....... . ...... ....... .......................................... .............................................................:.............................................................. ...... ....__.........._. :.............................. .:............................... _.......... HIGH POINT ELEV .'= "28.83......... _..... _........ _ ................................................ ............................... :............................................................... ........................ .............................. : ILLUMINATION PLANS 60 ........................................ ...................HIGH,.POINT. 289 LANDSCAPE PLAN 301 STA...... 38 �77: 90.................................................:...... ............................... ............................... ............:.............HIGH, ...................:........... POINT. STA.. =..40 41, 15............................................................ REVISION DESCRIPTION BY ............................... .. DATE PVI .STA. x.38 +77.9Q ..........PVI .STA.. 40 +36.15 ....... ......... ..................... ....................... ............. PVI ELEV = 28:62. _ : PVI ELEV 28.90 ....................... ................. .............:...........50..VG ............. ...:................................... ... ............................... .......................... N. o..... s... rn .... ......... .. ... ............ ...... ...... .: .- ... ........ .. ,T .�.. .... .... ..... +.. �. �,. . �..... ....3RD' PLACE 40 0.0 ................_.... ..N _ �. ...... ..... ............._... c,. N................. ...+ .N.. ................ ......... _......... ............................ 40 + :CO M. . � ............ ..........................(n... N ..... .... .�. U... ,. �.. ... ... ...... .... ......... '. V. ............ ..... ........... .. ........... ..... .... ....... ;........ .........................:..... U ......... .... � .... N U ...................... �... .............................. .... ......................... ... ............................... ... .......... F. w ..... ..... . m. . m ...... w. .... ........ EXISTING GROUND ... m w . w �. w .......................... ........ ..................... At. CENTERLINE ...................'.... ..................... ... ..................................... ............. ............. - � ............................:. 4 ................0,610% .....:. ........................................................... ............... ....... ........ ....._......... ............................... ...._. .... '�.�. ..................... ............................ 0.500 %... 0:500% .... 07 50% _ 0.500% AST M BEGIN E MEDIAN .... ... ... o o ... EAST GUTTER PROFILE " "' " "' ' .... "' ...... f PROFILE AT STA 41 +80:24 .. ... 0• IR 20 +. :N • .......... ........ ...... .......... . ............. ............... .. ... �L2. . 2 ... END EAST.MEDIAN PROFILE. AT. STA 38+67.91,— - "? a ............... ..............................: `� - - - - - - - MATCH ;R17 ... ............................... ........ INTERSECTION CURVE 0A7A: - - - - - ...... :.MATCH R18 . INTERSECTION .CURVE. DATA....... +a ........6. EAST MEDIAN . PROFILE _. WEST MEDIAN. PROFILE a .. AT STA: 40 +83.74, SEE ALIGNMENT PLANS AT. STA.41 ±95,82, .SEE. ALIGNMENT .PLA.NS . ..... N �> J ..... �.w ......:............................... :.............................a < ....... _ ........... ............................... E. GUTTER.. .28,35,,..._.._.28;48,..... :.............................................................:...............................:..............................:.......................... ......................... 28.55,,,,,,,,. .28:50....,.,,,.28,38...,,,,,__ ..................:....... ....................... 28:26,,,,,,,..,28.4.5..,,,,,,,. 2863.......... ........................................ 28. 79.......... 28; 82,__...... ................... ............................... .. .............................. ..... :............................... :............. .... .............: 3RD 3RD, PL..........R18.........29,1.6 : 0 ........E. MED14N. 29.16 .............................................. 29 24 - ....................7.......... - - ........... ........................ _.28,71,,,,,,,,_._R17.....,,,,. ,PL,....... - - - 38 39 40 .............. .. ....................... . ................7.............. .............. 42 EAST GUTTER & MEDIAN PROFILE HORIZONTAL SCALE IN FEET T- 3430100 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE - DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORA11ON PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 a z mya m ti 11-I4-11 '�CSw4�GwAcOg9c' N — o '? 20320 y� A� � ;�' SURVEYED: KPG DRAWNBY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg Kp1 753%AvenueN 2502 Jefferson Avenue BID SeaPoe,WA98109 Tamma,WA98402 DOCUMENTS (��� (2531627 -0720 i3 ''� CITY OF RENTON Public Works Department APPRO ED FOR CONSTRUCTION BY: DATE: l /�lz RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 38 +00 TO STA 42 +00 DRAWINGNO. 100 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 204 SHEET NO. 100 OF 304 6.& 1 o w N 2 NUMBER REVISION DESCRIPTION BY APP. DATE a z mya m ti O ° 0 o� 6.& 1 o w N 2 I 0 Y 80 ................................................................................................................................................................................................................................................................................................. .I ............................. ..... .. .... V.JVUJO... ............. ....... .--- ...... ............ ................ - .............................. ............................... :............................. 80 . . ............. .... .......... ............. ... .. _ ......... HIGH POINT ELEV = 29.52.. .............................................................................................................................: :. _ ........ ................... ..... .._... ......... ........... _ . :. ............... HIGH POINT ftEV =' 30:21 .... ......... ......... ......... ..........: ..............................: ...- ..... ......... ......... ..........: ......... _ ....... ......... .......... ......... .................... .......... ........ ....... ........... ' 60 ..............................................................................................................:.................................................................................................................................................................................. HIGH POINT STA _ 42 +30 . .... ....... ....... ............. .... ........ ........ ......... ........ .. ..... ...... .. ..... HIGH POINT STA = 44 +03:32 .... ......... ............................... 60 . 20 N ............................................................ PVI .STA . =. 42 +25 ...... .. ...... ....... .. PVI..STA =.4.4. +01.05 .................. ...... ......... ........ . ...............:..............................: PVI ELEV = [__._....._..._ .......... :.................. ........................ ...... PM ELE4 = 30.28 ...................... ... . w ...... .. ..... 5029.59 ........... VC. .... .................. AT STA 43 +13:81; 50` VG .................. . . .. a 0 E MEDIAN ........ ................................ WEST MEDIAN PROFILE ELEVATION - 30:35 .............................. :.O .... ................. . ^.. ..............:...... ............. ............................ ................... ... ... r, ... ... ...... .. ... ... ... .�. .............. °o r2 ... O O ............... .. n �. .. p. ..............: ..............................: ... .^ ... ... ... ... ' 40 . .N .�..... ... .... N d .N .................................. .. .... ... . .... .. ... .... .... ... . ^. ............................... ...... .....:...............M......... O ... ... N. M.......... ��+.. .O ... .. ... M........... .............................. ... 40 .......... ... ............................... m w ...0 .......................................................................................... .w ... ............................... EXISTING GROUND AT CENTERLINE ' U ............... m N ....................... w .................. :..... ............................................ w WEST MEDIAN PROFILE .......... .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, M 44 c)............. 45 ..M 4 ...... ... ............z 4..EAST.MEDIAN..PROFlLE.. ............... ... .... ..... ...... M .. ... ...... ..... .... .... ..... a a w .... .............. ... ... CENTERLINE..... ..... m ri i mw ..._ _.. 0.620% ..... w.............. ... ...... 0.390% WEST GUTTER & MEDIAN PROFILE 80 ................................................................................................................................................................................................................................................................................................. :.............................. ........... .I ............................. ..... .. .... V.JVUJO... 0.522% . s...............................:...............................:..............................: - U.DUUro .... .... _ . . ............. ......... ............................... ............................._. .............:....... .......,.....;. .............. .......... .... ......... ....... "oo ........ ....... ........... ' i... .......... .......... .... . �. .. .,....... . .. .. ....... .... ....... ....... ............. .... ........ ........ ......... ........ .. ..... ...... .. ..... ? ..... ............. ... .....L0,� .... .... } 0........ ..... ............ . .. .......... 20 N ............................................................ M ......... ......... .......... ...... ....... .......... ............................... ... ............................... 60. sdt. CJ. ...............:..............................: N>, [__._....._..._ .......... :.................. ........................ PVI STA. � 43 +25... BEGIN WEST MEDIAN.PROFILE W€ST GUTTER PROFILE... N w ...... .. ..... a..... a ................:.............a ............................................. ...................:...............................:................ AT STA 43 +13:81; PA ELEV = 29:78... ........... 29:66 ... .... .. a 0 E MEDIAN ........ ................................ WEST MEDIAN PROFILE ELEVATION - 30:35 .....c1: a ...... ..... ............................................................................................................................................................ ......... ..............: .... EAST MEDIAN PROFILE ELEVATION _ ...................... _ _ . _ .. _ ..... _...... ............................... :........ ... _ ................: - - .......... W GUTTER 29.52 29.:47 _ .. 29.57 .......:..................... ...... ................................_............... 29;71 29.85 29:98 30.12 ...............: : ............ ..................: 30;21 30.16 30:03 ..................... ......... : ............... ...............: 30.22 30.41: 0 :W MEDIAN ................................................................................................................................................................................................................................................................................................. ..... _ ............. ' _ .. .. 30.49.... 30:84 . .........30.79...........30:95. 31.04 .........31:14...... + 31.24. ....31.33 0 ............................... . 42 .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, 43 44 c)............. 45 WEST GUTTER & MEDIAN PROFILE 80 ................................................................................................................................................................................................................................................................................................. :.............................. ........... .I ............................. ..... .. .... V.JVUJO... :.............................. .. ... s...............................:...............................:..............................: .................. _............ 80 ............................... . ..............................: ........................................ ..............................: ......... ............................... ............................._. .............:....... ...................... .. ...... .... _ .... ...... :............................................................................................................................ ........................... ..... ..... .: .. .. ............... ........... HIGH POINT ELEV 29 72 ............ ......... ................................. ... .............................. :.............................. _ _ ..._... ... ...... "" 60 ............... ............................... + WATER PROFILE .... [ .HIGH ............................... POINT. STA 43 ±25 ..... ....... ............. .......... ............................... ... ............................... 60. ....:............ ......... .............. ........... ...............:..............................: . .. [__._....._..._ .......... :.................. ........................ PVI STA. � 43 +25... .. _.............. ;............... ........... . ........................._..:.. _.......... _.........._.. ............................................................................ ........... ...... ........ .....:.. ........................... ............ a ................:.............a ............................................. ...................:...............................:................ ............................... ............ .. :...................... ........ PA ELEV = 29:78... ........... 29:66 .... .. .... .... ..............................: _........ .........:.._.... ...._...............: 29:66 29.78 29;91.......... 30.00 0 E MEDIAN ........ ................................ _ _ .. _ _ _ , 36.06 30:12 30.23 .................................. ............................... 30:35 30.46 30:57 30.69 ............................... ...... 50 VC 4 .... ............. ° o........... .....,,..,,,...,............... .. oo ..... au .�...� o ...................� ...... ... ...�........................... .... ........... _ .............................. :.............................. N b.... o .... EAST: :MEDIAN 'PROFILE.. ........ M. .oi...tn N + :-. .................+ � o............................ N .............................. .............................. END EAST MEDIAN PROFILE AT STA 43+81, ........ 40 ......................... + ................. . c)............. EXISFING..GROUND............... ..M 4 ...... o................... . ............z 4..EAST.MEDIAN..PROFlLE.. ............... .... WEST. MEDIAN. PR4 )FILE.....................40. ...... . .........AT+ CENTERLINE..... ..... m . a m > ......... . ...> w w.............. ... ...... ... ....,.. ... W ... ....... " .... ...... ........ ... Q. . ...... ... .. ....n0.180% .... : ................................. _ — 0.460 .. .... ._ .. ........ .................0:63 % .................— — — — — '— — — — — — — IiJLLV /0... .. ..... .. .... V.JVUJO... ..... ....................... ......... .. .............. ' .. ... ... ...... ... ... ... A .... .. .... .............. 'EAST GUTTER PROFILE ...................... .. ...... .... ..... ..... ..... .: .. .. ............... .............................. ....................... .... 20 EAST GUTTER PROFILE WATER PLAN + WATER PROFILE .... ... 20 [ ...................................... ............................... N ...................:.................... ............................... .... .............. ............:.. ........................ ........ ...................... :...... .. ....:............ ......... .............. ........... ...............:..............................: ..............................a [__._....._..._ .......... :.................. ........................ 290 .. _.............. ;............... W............._. ........................._..:.. _.......... _.........._.. ............................................................................ ........... ...... ........ .....:.. ........................... ............ a ................:.............a ............................................. ...................:...............................:................ ............................... ............ .. :...................... ........ ...................... _ ......:....,................ .........:..................... ...._... ......_ ......:.... ........ .......... E GUTTER.. 29.28... 29:41....... 29.,5,3 ........... 29:66 ........ ...... ........................:..............................: ...... .......:..._. .......... ..._.._. 29:66 ..............................: _........ .........:.._.... ...._...............: 29:66 29.78 29;91.......... 30.00 0 E MEDIAN ........ ................................ _ _ .. _ _ _ , 36.06 30:12 30.23 .................................. ............................... 30:35 30.46 30:57 30.69 ............................... . _ _ _ _ _ . , , _ _ .....30.16; _ - .. - [ 0 ............................. :7 ............... ............................... .... ... 4 4 3................................................................ 4 4................. I 4 5 EAST GUTTER & MEDIAN PROFILE SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 X48 Cp9 11 -1411 WA w^ 9 1 — 02�` y 'CAF 20370 �Qx IKE 1$ /OVAL SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg ��� BID 753MAvenueN 2502 Jefferson Avenue BID Seale,WA98109 Tacoma,WA98402 DOCUMENTS (206)286.190 (253) 627,0720 ��� •. OF RENTON � Public Works Department APP DFOR CONSTRUCTION BY: DATE: / /�Z ALIGNMENT PROFILE - DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 NUMBER REVISION DESCRIPTION BY APP. DATE GENERAL PROFILE NOTES 1. SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS INSTALLED AND OPERATIONAL. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 3430101 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE - DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 42 +00 TO STA 45 +00 z �y n v, POOc d, v, a F" v � �C w � r o w N O �-1 101 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM01674048) DATE: NOV 2011 SHEET NO. 101 OF 304 z �y n v, POOc d, v, a F" v � �C w � r o w N O �-1 I 1 3 v a' Y 80 ..................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS ............................... 8 ... 64 SITE PREPARATION & TESC PLAN _... ... .... .._ ... ..... ...... ........... .... .................... .... . .......... ................... ..... ............................ ......... .. .... ... .. ........................ ..... GENERAL PROFILE NOTES DRAINAGE PLANS _.._ ............... _.... __ ............__ .. ... 1 . SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE WATER PROFILE ................ .............................................. ..:................. _ .... .... ............................ .................. ! ................... JOINT UTILITY TRENCH PROFILES SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION NG M NS. C TA, A PROPERTY RESTORATION PLANS 204 ........ ....... ........ .... ........ .... ... NOTE; AGL PROPOSED CURB €LEVATIONS; ILLUMINATION PLANS - 2 SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS IRRIGATION PLAN . ......................:........ ....... ................. _ ....................... . :.............................. NORTH OF-SUNSET & S 3RD ST SHALL :. AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS A , ..... _ MATCH EXISTING RGADWAY GRADE ... 60 AND GUTTER PROFILE. 60 .... ........ ....... ......... ..... ...... ...... :..... ............................... .............. .... .... .. ....... ............ ................. ........ ......... ... 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. ........... _? ............... ... ........ ......... ......... ...... CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS Wl 4. NTH - ...... .......... . .. ........... ........ ............. .. ......... .... ......... .......... ..... ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A g......... ................. ............................ .................. ...... .... ......... ......................... ............................................................................................ . INSTALLED AND OPERATIONAL. o. M ......... ............:_ . .... Lo ..... .. "? ..... .... ......... ........ ..... ...... ... ...... .. ..... ...... ..... .... SW SUNSET BLVD .......... .............. 40 a> ..................... ............................... ................................. w ............................... ............................. ............................... .. ......................... ... ............................. 40 .......................................:.................................................:................................................:.................................................:.................................................:............................................................................................................................... ............................... a.... .......................... WEST MEDIAN PROFILE .. .. .. _._... .. ....... .. .. ....................... 0.720% .I .. ... .. .. .... ..: .. .. — — — 0: 750 % ....................:....... ................ ......:...................... I.......... ............................... .......................... ........WEST GUTTER PROFILE .. .............. .... .. ... ... .... ................... .... ......... ........ ........ .,........ .. .................... 20 ...................... ............................... ............ ........................... ..... ...... .. ............. .......................... .............. ........ ........ ... MATCH R19 INTERSECTION CURVE DATA. . AT STA 45 +87:23, SEE ALIGNMENT PLANS ..........:... ...... ... ............: ......... ......... ......... ........ .................... .....................:.... ........END WEST MEDIAN:...............................:............................................................ .:............................. ........................... :............................. ................... ...........:................... ............ ..... ......... ..................... PROFILE AT STA 45+ 80.20 ........................ . ............. ............................................. .. .............. ......... .......... ..:.... ........ ...... .......... ................... ............................... .. :W GUTTER 30..60 30 78. R19 R19 R19 3RD ST,,... 3RD ST 3RD ST - - .......... - - - - 0 :W MEDIAN 31.51 31 69 - ...................... -.............. ..- ....................- ....... - - - ...................- .......... - - .................... - ...0. ........ .. ...........31.87............... 45 ....... ............................... 46 47 48.. 49.. WEST GUTTER & MEDIAN PROFILE EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 3430102 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE - DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 11 -14 -11 SURVEYED: KPG CITY OF RENTON i 2 94'e�Owe COQ DRAWN BY: JLF Kp� Al RAINIER AVENUES (SR 167) DRAWING NO. I OG ,° 92 BAD .L S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: NJD Seattle, WA 98109 Taoama, WA 96402 DOCUMENTS ALIGNMENT PROFILE ?� 20ME �Qm (206)266.1640 (253) 627 -0720 APPRO ED FOR CONSTRUCTION ������ DATE: NOV 2011 '�oNnL e '�$ PROJ MGR: JF wwakpgCan BY DATE: 1114111-Z STA 45 +00 TO STA 49 +00 SHEET NO. 102 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg z n a 01 jrl °i /1d � Oa G v � y a .p 0 , O N O v; r 1 0 3 a (n O a I'M 80 .......... .................................................................................................... :..............................:................................................. .................... .............................. .......... .................................................. ..:...............................:................................. ... .................................................. . ................................................. .................................................. ....................... ...... :............................... 80 1111.. ............. ......:. ............................LOW _111_....1 _ ..... ......... ...:............. ......... _.........:..... ......... ...:...................._. ...:............... ............:.... NOTE : ... 8000UP ROADWAY GRADE WITH HMA FOR PRELEVEL CL ................................ k. ............................... ............................... .......... ......... ......... .............:...... ......... ......... ............................... .........:......................... ..... .... .:......1............1....11..: ...... ......... ......... ........ ......_. .....:......................... ............................... ....1...11.....1... ......1111: ... GENERAL PROFILE NOTES PVI STA'_ 1+ 20............................. �' PG 70 -22 IN VICINITY OF RAINIER AVE S AND S 4TH PLACE PM - 26:50 ......................................... ... .... .... ,E,L,EV A D . ... 3 769 1111 INTERSECTION... 35 :. ... ...... SEE .TYPICAL ..... SECTIONS, SHEET. .... 21. ..... .. ..... ..... ... ... -..K = 9.577 1111. SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE 1. - ... .... x._..13.267 1111 ................. _ .. .............................. : ...................._ ......... ........................RAINIER .... - ................ 70.000'0' VC ................ ........................ I ... NG M NS C TA A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION. 60 .............. :.. :. ................... N ... ......... .. 1111 .. ..... .. .. ... .. 1111. .. .. .. ... ... ......�.. 1111 � �: .' .............� o + M' O N, .. .... ......... .. .. ... .. 1111. .:. _. AVE. S 1`111 N .. I60 1111 111.1 111..1 ....................................................................................................................................................................................................................................................................:........................................... ...... _ ..................................................... :.................:............ S.... _ . ......... ............ ............................. .. -.. 1111 1111.. .. ......:........................ .........................1111.. ............................... ; .............................. ... .. 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS ..... . .. ...... ...... .N U 1111. w :. 1111 1111.. 1111.. w .. .. 1111. U 5. .. m m:. ....... .. ... .. ..... .. SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE .. 1111 1111... ........ ........... _ ... W . w .. a 769 a .. .... .. . .1111 .. .. .. .. AND GUTTER PROFILE :..............................:..............................:.... ..... .....:........ 1111. .... ...... ..... ...... EXISTING GROUND 'AT ..... ...... ... ............. ............................... . . ....,. .. .................... :.............................. : 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT TOP BACK OF SIDEWALK...... ..........................:.... ..................... ............................... oo ...� ................... o. .... :........................1111.. 1111 ............................. ..... ........ ...... .......... 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH .. 1111. 1111.. ... 1111 ......... ..... 1111 1111 .. ........ ...� m ........ 1111 + 1111 111.1 N v' '� : 1111 1111 1111 1111 UTILITIES TO BE REMOVED OR ABANDONED UN11L NEW SYSTEM IS .. 1111. 40 .. ... .. ......... ......... .. .. 1111.. ......... .. +. m u'i ....... N 0 ...... ,n .. M `� ..... .,ri ..... ..... .. ..... N : ..... 4Q INSTALLED AND OPERATIONAL. iial . ............................... LO �.... li....................................................:..................... ............................... . ............................... ............................... ..... ..........................:.... II. .�.. ................1111 . ...w.. ......Q .. ........ J....................... ..It .�.:. .. J. :.............................. :.............................. 1111.. 1111... ... 1111. 1111.. : N. tal ................... H V1 ... W .. .. .. ... ... .. N. . 1111 ... 1111 1111 ... .. ... 1111. .. ..1111. 1111... ... :1111. .. 1111.. ........ . �. ....... ...... ..�.. d.. ... ... ... .. .. ...... .... .... ..... ..... :.............................. :....................... s. ....................... S ' .......:....................... ... 1111 . .......................... �. .................................... ............................... ' ' ............ ....................... :. ... ............................. 1.500% _ _1.500% ........ 1111 ..........1.126 %.......... . 111:1. 1111. 20 ............................................................:.................................................:.................................................:.................................................:.................................................:........................................... ............................ _ .. ....... _1111.._ ._..... _: .. _._....... ........................ _ ........I-- ....................... :............................... ...._........._............._.. ......... ..........1.111.......... ...........:............. ......... .................. ......:........................ .........................1111.. _...... ........... :...... .. ...... . ............... :.............................. _._ _._ ......... _1111 ......20 ......: ..........: ..........: .............. 0 ..........:....... .............................................................. .............................................................................:.............................. ............. .................:............. ................:. ........ ....; .......,.,,............................. _:1111._.. _ ..........:....... .........:..........1111.. ....................... ............. ............. .......... . ............................................................................................................................................................................................. ......... 1111.. _..............._.... ............. .......:......._......................:........... ......................... ... ........................ 1111.. ._.. ..:............................ ........................... :.............................. ................ ..: .... ........... ...... :..............................: ............................... ........................... :1111._ 1_111... ................ .............................. ..... ....: ..........: 0 348 +00 349 +00 350 +00 ........ .................................................... 351 +00 S 4TH PLACE CENTERLINE PROFILE wx N w w x w W Cn Z O F= z Z U U Of O Ll- .. ................................................................................................................................................................................ ................................................. ................................................ . 0 +00 0 +50 1 +00 1 +50 PROFILE -WALL 5 &BACK OF SIDEWALK T=34301 0 3 HOR: 1"=10' VER: 1"=5' SEE SHEET 35 FOR ALIGNMENT DATA n -tan SURVEYED: KPG qq O6F'4�GWA yO�y DRAWN BY: JLF Kp� CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. OJ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID D Public Works Department y - 75391h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle,WA98109 Tacoma,098402 FEDAIDNO. - CM0167(048) 'A 20320 N`r DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2011 Ms. �w PROJMGR: JF (206)286.1640 (253)627 -0720 ALIGNMENT PROFILE °1JnL www.Ypg.Wrs BY: � AY DATE: % /J /2 SHEET NO. 103 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg /f'� "1 """'77% z �y m N O c v I > o W D K . ` o 0 N Z y ........... 1111. .......... . LOW POINT .ELEV. = .24,02..1.1 1111 ... ............. ......:. ............................LOW POINT STA = 0+ 45: 01..................................................................:.................................................:.................. ............................... PVI'STA'= 0+ 55. 68 .. ............................... ........... 1111... PVI STA'_ 1+ 20............................. �' .............................. ......... PA ELEV -. 23.44 FINISHED GROUND AT PM - 26:50 A D.. = . 7.309 TOP BACK OF SIDEWALK: ,E,L,EV A D . ... 3 769 1111 . _ .. 35 :. ................. ... ...... ....... ...... ... -..K = 9.577 1111. :. . 1111. .................... ... .... x._..13.267 1111 ................. .. 1111. I. .. .. 70.000'0' VC .... I... I 50.0000 VC I..... .............. :.. :. ................... N ... ......... .. 1111 .. ..... .. .. ... .. 1111. .. .. .. ... ... ......�.. 1111 � �: .' .............� o + M' O N, .. .... ......... .. .. ... .. 1111. .:. _. ..� .. ..� .... + ... ..-. 1`111 N .. O M ......................... �, .... 11.11 1111 111.1 111..1 O 1111..... .. .................... +'�( .. ..fN 1111.. 1111 ....................... ............................. • • 1111 W .. 1111. �.�.. .. ... 1111 .. .. -.. 1111 1111.. .. .. ... 1111 0... l�yy,II-. .. U CJ. ... .. .........j ..... ` ' .N U 1111. w :. 1111 1111.. 1111.. w .. .. 1111. U 5. .. m m:. ....... .. ........... w ... ....................... 25 : 1111 . m . M . ..... .. 1111 1111... ........ ........... _ ... W . w .. a 769 a .. .... .. . EXISTING GROUND 'AT �.... TOP BACK OF SIDEWALK...... .............:..................................................................................................:.................. ............................... .... ...... 1111 1111. ..... ........ ...... .......... .... . BNSF. ROW ... .. . ... ................... .15 ..................... 1111 1111... 1111 .. .. 1111.. 1111.. 1111 '. 1111 ... .............. ... ............... 1111.. ... ......... .............. N w w x w W Cn Z O F= z Z U U Of O Ll- .. ................................................................................................................................................................................ ................................................. ................................................ . 0 +00 0 +50 1 +00 1 +50 PROFILE -WALL 5 &BACK OF SIDEWALK T=34301 0 3 HOR: 1"=10' VER: 1"=5' SEE SHEET 35 FOR ALIGNMENT DATA n -tan SURVEYED: KPG qq O6F'4�GWA yO�y DRAWN BY: JLF Kp� CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. OJ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID D Public Works Department y - 75391h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle,WA98109 Tacoma,098402 FEDAIDNO. - CM0167(048) 'A 20320 N`r DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2011 Ms. �w PROJMGR: JF (206)286.1640 (253)627 -0720 ALIGNMENT PROFILE °1JnL www.Ypg.Wrs BY: � AY DATE: % /J /2 SHEET NO. 103 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg /f'� "1 """'77% z �y m N O c v I > o W D K . ` o 0 N Z y JOINT UTILITY TRENCH LEGEND -JT- JOINT UTILITY TRENCH P INSTALL X" DIAMETER CONDUIT - PSE POWER T INSTALL X" DIAMETER CONDUIT - CENTURYLINK C INSTALL X" DIAMETER CONDUIT - COMCAST c INSTALL X" DIAMETER CONDUIT - PSE X# X# GAS 1� TRENCH SECTION SEE SHTS 175 -179 9 ® INSTALL 264 TA VAULT - CENTURYLINK ® INSTALL PEDESTAL - CENTURYLINK o EX. SERVICE WIRE BOX - COMCAST 5106 DEEP VAULT INSTALL 5106 DEEP VAULT - PSE ® INSTALL J -BOX - PSE • INSTALL SECONDARY HANDHOLE - PSE ❑ INSTALL ABOVE GROUND TRANSFORMER - DESIGN BY: PSE • INSTALL INTERCEPT POINT - PSE ru INSTALL TOTAL UNDERGROUND PSE TRANSFORMER - PSE ® INSTALL 2436 VAULT - COMCAST ® INSTALL 2424 VAULT - COMCAST 0 INSTALL 17 "x30" VAULT - COMCAST " INSTALL ROUND VAULT - COMCAST ® INSTALL 253 TA - COMCAST - - - - - - - - - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS - - - - PERMANENT EASEMENT - - - -- ROW LINE INTERCEPT POINT PROPERTY LINE CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 NUMBER REVISION DESCRIPTION [loo Ou G 7 BY I APP.I DATE YANKEE GRILL PLAN 0 5 10 20 40 60 SCALE IN FEET 753 9th Avenue N 2502 Jefferson Avenue Seat6e,WA98109 Tacama,WA98402 (206) 2861640 (253) 627 -0720 www.kpg.com I , VAULT SCHEDULE 11-14 -11 SURVEYED: KPG Cis P1 5106 DEEP VAULT PV01 y� Q1 DRAWN BY: SOD CONTRACTOR C1 DESIGN BY: SOD THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF P2 CHECK BY: JLF PSE Q2 264 TA - �Qa C2 PROJ MGR: JF THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE P27 FILE: 0655DJUT01.dwg 753 9th Avenue N 2502 Jefferson Avenue Seat6e,WA98109 Tacama,WA98402 (206) 2861640 (253) 627 -0720 www.kpg.com I , VAULT SCHEDULE BID DOCUMENTS I D VAULT FRANCHISE UTILITY ID EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND P1 5106 DEEP VAULT PV01 6 -6" Q1 264 TA #913 CONTRACTOR C1 2436 MEDIUM DUTY VAULT - THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF P2 THREE PHASE J -BOX J03 PSE Q2 264 TA - 1p,3P,1 -4" C2 2436 MEDIUM DUTY VAULT - THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE P27 INTERCEPT POINT IP01A CONTRACTOR P28 INTERCEPT POINT IP01A - P29 INTERCEPT POINT IP01A CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE P30 INTERCEPT POINT IP01A 2 -6" P55 REMOVE VAULT PV01A - P56 REMOVE VAULT J04 CONVERSION. P82 SECONDARY HANDHOLE H1A - P84 INTERCEPT POINT IP01A BID DOCUMENTS OWNED BY GENERAL JOINT UTILITY TRENCH PLAN NOTES INSTALLED BY 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND PSE PSE ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY 6 -6" 2P'4P COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL CENTURYLINK CONTRACTOR AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE 2q,3q COMCAST THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF CONTRACTOR 1c,2c THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE PSE PSE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE 4 -4" 1p,3P,1 -4" GAS, COMCAST, AND CENTURYLINK. CENTURYLINK 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE 1q COMCAST APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY CONTRACTOR - REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL PSE - CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE - 2 -4" CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE - CONTRACTOR FRANCHISE UTILITIES. 2 -6" 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONTRACTOR - CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS PSE - CONVERSION. - 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR - CONTRACTOR THE CITY OF RENTON. - 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED w - FOR THEIR CONVERSION. = 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE � - MADE BY THE FRANCHISE UTILITIES. CD + 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE 2 -6" PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND w VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM x COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT PSE PSE CONTRACTOR 6 -6" 2P'4P CENTURYLINK CENTURYLINK CONTRACTOR 1q 2q,3q COMCAST COMCAST CONTRACTOR 1c,2c 3c,4c PSE PSE CONTRACTOR 4 -4" 1p,3P,1 -4" CENTURYLINK CENTURYLINK CONTRACTOR - 1q COMCAST COMCAST CONTRACTOR - 1c,2c PSE - CONTRACTOR - 2 -4" PSE - CONTRACTOR - 2 -6" PSE - CONTRACTOR - 2 -6" PSE - CONTRACTOR - 2 -4" PSE - CONTRACTOR - - PSE - CONTRACTOR - - PSE PSE CONTRACTOR - - PSE - CONTRACTOR - 2 -6" CITY OF RENTON rLL Public Works Department APPROVED FOR CONSTRUCTION DATE: T- 3430104 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PLAN STA 8 +00 TO STA 12 +00 DRAWING NO. 164 PROJECT NO. TED403430 FED AID NO. - CM0167 048) DATE: NOV 2011 SHEET NO. 164 OF 304 a z mya m /V y Oa pj I > o w a o w N O v; V 0 3 0 S2 a „IMF Pg4tEl r -F'I USA MINI -MART v J J 1 r G — i _ �I - -', / UGP UGP_ - 177' 0 u I -� B1 1 1 1 1 1 1 HG 4"- s - - - — Ss&,__I Gr _ - - -- - - - - -- ------ - - - - -- - - �_ - -- -- - -- B - -- — CO__ 5 to r— W r I 24 5 w L, >\ s� ,A 13 14 LO .,A _ 1� -- — — - -� I— 15 i -- — I— RAINIER AVE S I ) UJ II \ --------------------------------------------- I!il Q j \ - - -- ....... UGP UGPs.UGP� 1tJGP - -t 1 1 I 1 1 1 1 VAULT SCHEDULE PLAN 0 5 10 20 40 60 SCALE IN FEET ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P3 THREE PHASE J -BOX J06 PSE PSE CONTRACTOR 1p,3p 5p,6p,1 -4" Q3 264 TA #915 CENTURYLNK CENTURYLINK CONTRACTOR 2q,3q 4q,5q,1 -4" C39 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 3c,4c 5c,6c,1 -3" P31 INTERCEPT POINT IP01 PSE ----------------------------- CONTRACTOR 1 -4" - Q4 264 TA #914 CENTURYLINK CENTURYLINK CONTRACTOR - 1 -4" P57 REMOVE VAULT J05 PSE - CONTRACTOR - - P58 REMOVE VAULT J07 PSE - CONTRACTOR SOUND FORD - I VAULT SCHEDULE PLAN 0 5 10 20 40 60 SCALE IN FEET ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P3 THREE PHASE J -BOX J06 PSE PSE CONTRACTOR 1p,3p 5p,6p,1 -4" Q3 264 TA #915 CENTURYLNK CENTURYLINK CONTRACTOR 2q,3q 4q,5q,1 -4" C39 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 3c,4c 5c,6c,1 -3" P31 INTERCEPT POINT IP01 PSE - CONTRACTOR 1 -4" - Q4 264 TA #914 CENTURYLINK CENTURYLINK CONTRACTOR - 1 -4" P57 REMOVE VAULT J05 PSE - CONTRACTOR - - P58 REMOVE VAULT J07 PSE - CONTRACTOR - - CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 <. _. CONSTRUCTION NOTES GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. 2Q 4" DIAMETER CONDUIT - CENTURYLINK (1 CONDUIT) 24 BEGIN INSTALLATION OF 10" DIAMETER CONDUIT -PSE GAS - APPROXIMATE STA 12 +20, LT JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. T- 3430105 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 11 -14-11 SURVEYED: KPG OS4'4X G- AAy0�9 DRAWN BY: SOD Kp� i3 '� CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 165 1 _ 02✓ DESIGN BY: SOD 7539th Avenue 2502 Jefferson Avenue BID wu Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 H CHECKBY: JLF Sealde,WA98109 TaoOma,WA9MU DOCUMENTS FED AID NO. - CM0167(048) 'd+ 26320 ma APPROVE FOR CONSTRUCTION JOINT UTILITY TRENCH PLAN A 1p ,srE 1t'�' PROJ MGR: JF (���0 (253)627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE NAL FILE: 0655DJUTOt.dwg BY: DATE://Atl/Z STA 12 +00 TO STA 15 +50 SHEET NO. 165 OF 304 z m a a n m a O ro� 6" U� w .p o W N O 7 0 3 w i a Y N 1 1 1 0 1 11 ,n 1 Q V - cP _ - W J I 1 v 1 I 1 Ili L .10 c. 'E, h r� A i i C2 - - -- SEATTLE SUPER SUPPLEMENT uGP— uGP— u - — UGPQ= UDC— -�� VLF I. IGP UGP - - - -- _ - - - -- — U13_ =�` UG UGP _ P 7j, � UGP i; _.C1 - -- - - -- G _ _ Pte. J�� - --� �_ y _ PT = 749 +78.86 — — — VE S 1 _ 2 1 77- -- 1 1 1 UGP UGP UGP — UGP L - - - UGP _ UGP _ .. -� F � X31 {— UGP— :) UGP w UiO — V —UGP -UG - =UGP UGP _LGP U6P r J- i�iP -'��" =-•tea¢ — _ - - - - - - - - - - - - - - - - --- -_ - --- I -\ /J - - - - -- I - /, --- - /� A SOUND FORD GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE GAS, COMCAST, AND CENTURYLINK. UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY FRANCHISE UTILITIES. STRUCTURES NO LONGER IN USE. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER CONVERSION. DESIGN. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS. / - - -- 5 �1 WALKER'S RENTON SUBARU P5 JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. VAULT SCHEDULE c Gl r �oP w 0 0 0 _= N ti L J U I ;II 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Q2 4" DIAMETER CONDUIT — CENTURYLINK (1 CONDUIT) Q7 3" DIAMETER CONDUIT— COMCAST (1 CONDUIT) A4" DIAMETER CONDUIT —PSE POWER (1 CONDUIT) ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT CONDUIT OUT /TO UTILITY ID IN /FROM LEFT RIGHT P4 THREE PHASE J —BOX J08 PSE PSE CONTRACTOR 5p,6p 7p,8p,9p,1Op C3 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 5c,6c 7c,8c P5 5106 DEEP VAULT VO4 PSE PSE CONTRACTOR — 11p Q5 264 TA #917 CENTURYLINK CENTURYLINK CONTRACTOR — 11q C4 17 "x30" — COMCAST COMCAST CONTRACTOR 1 -3" — P32 INTERCEPT POINT IP03 PSE — CONTRACTOR 1 -4" — P33 INTERCEPT POINT IP02 PSE — CONTRACTOR 2p,4p — P59 REMOVE VAULT V02 PSE — CONTRACTOR — — P60 REMOVE VAULT J09 PSE — CONTRACTOR — — P61 REMOVE VAULT V05 PSE — CONTRACTOR — — T- 3430106 CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 t1 -1441 SURVEYED: KPG CITY OF RENTON 1ostieXGAA I °s " DRAWN BY: SOD �� c } RAINIER AVENUES (SR ST DRAWING NO. 166 R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 off` DESIGN BY: SOD 7539thpvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048) h CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN �STE6 Fqa (206)286 -1640 (253)627 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE'voNnt FILE: 0655DJUT01.dwg vMlY kpg Oxn BY: DATE:j �/L STA 15 +50 TO STA 20 +00 SHEET NO. 166 OF 304 a z �y N O -n c > < 0 a o w N O - /, --- - /� A SOUND FORD GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE GAS, COMCAST, AND CENTURYLINK. UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY FRANCHISE UTILITIES. STRUCTURES NO LONGER IN USE. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER CONVERSION. DESIGN. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS. / - - -- 5 �1 WALKER'S RENTON SUBARU P5 JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. VAULT SCHEDULE c Gl r �oP w 0 0 0 _= N ti L J U I ;II 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Q2 4" DIAMETER CONDUIT — CENTURYLINK (1 CONDUIT) Q7 3" DIAMETER CONDUIT— COMCAST (1 CONDUIT) A4" DIAMETER CONDUIT —PSE POWER (1 CONDUIT) ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT CONDUIT OUT /TO UTILITY ID IN /FROM LEFT RIGHT P4 THREE PHASE J —BOX J08 PSE PSE CONTRACTOR 5p,6p 7p,8p,9p,1Op C3 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 5c,6c 7c,8c P5 5106 DEEP VAULT VO4 PSE PSE CONTRACTOR — 11p Q5 264 TA #917 CENTURYLINK CENTURYLINK CONTRACTOR — 11q C4 17 "x30" — COMCAST COMCAST CONTRACTOR 1 -3" — P32 INTERCEPT POINT IP03 PSE — CONTRACTOR 1 -4" — P33 INTERCEPT POINT IP02 PSE — CONTRACTOR 2p,4p — P59 REMOVE VAULT V02 PSE — CONTRACTOR — — P60 REMOVE VAULT J09 PSE — CONTRACTOR — — P61 REMOVE VAULT V05 PSE — CONTRACTOR — — T- 3430106 CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 t1 -1441 SURVEYED: KPG CITY OF RENTON 1ostieXGAA I °s " DRAWN BY: SOD �� c } RAINIER AVENUES (SR ST DRAWING NO. 166 R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 off` DESIGN BY: SOD 7539thpvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048) h CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN �STE6 Fqa (206)286 -1640 (253)627 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE'voNnt FILE: 0655DJUT01.dwg vMlY kpg Oxn BY: DATE:j �/L STA 15 +50 TO STA 20 +00 SHEET NO. 166 OF 304 a z �y N O -n c > < 0 a o w N O / - - -- 5 �1 WALKER'S RENTON SUBARU P5 JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. VAULT SCHEDULE c Gl r �oP w 0 0 0 _= N ti L J U I ;II 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Q2 4" DIAMETER CONDUIT — CENTURYLINK (1 CONDUIT) Q7 3" DIAMETER CONDUIT— COMCAST (1 CONDUIT) A4" DIAMETER CONDUIT —PSE POWER (1 CONDUIT) ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT CONDUIT OUT /TO UTILITY ID IN /FROM LEFT RIGHT P4 THREE PHASE J —BOX J08 PSE PSE CONTRACTOR 5p,6p 7p,8p,9p,1Op C3 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 5c,6c 7c,8c P5 5106 DEEP VAULT VO4 PSE PSE CONTRACTOR — 11p Q5 264 TA #917 CENTURYLINK CENTURYLINK CONTRACTOR — 11q C4 17 "x30" — COMCAST COMCAST CONTRACTOR 1 -3" — P32 INTERCEPT POINT IP03 PSE — CONTRACTOR 1 -4" — P33 INTERCEPT POINT IP02 PSE — CONTRACTOR 2p,4p — P59 REMOVE VAULT V02 PSE — CONTRACTOR — — P60 REMOVE VAULT J09 PSE — CONTRACTOR — — P61 REMOVE VAULT V05 PSE — CONTRACTOR — — T- 3430106 CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 t1 -1441 SURVEYED: KPG CITY OF RENTON 1ostieXGAA I °s " DRAWN BY: SOD �� c } RAINIER AVENUES (SR ST DRAWING NO. 166 R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 off` DESIGN BY: SOD 7539thpvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048) h CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN �STE6 Fqa (206)286 -1640 (253)627 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE'voNnt FILE: 0655DJUT01.dwg vMlY kpg Oxn BY: DATE:j �/L STA 15 +50 TO STA 20 +00 SHEET NO. 166 OF 304 a z �y N O -n c > < 0 a o w N O T- 3430106 CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 t1 -1441 SURVEYED: KPG CITY OF RENTON 1ostieXGAA I °s " DRAWN BY: SOD �� c } RAINIER AVENUES (SR ST DRAWING NO. 166 R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 off` DESIGN BY: SOD 7539thpvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048) h CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN �STE6 Fqa (206)286 -1640 (253)627 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE'voNnt FILE: 0655DJUT01.dwg vMlY kpg Oxn BY: DATE:j �/L STA 15 +50 TO STA 20 +00 SHEET NO. 166 OF 304 a z �y N O -n c > < 0 a o w N O t1 -1441 SURVEYED: KPG CITY OF RENTON 1ostieXGAA I °s " DRAWN BY: SOD �� c } RAINIER AVENUES (SR ST DRAWING NO. 166 R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 off` DESIGN BY: SOD 7539thpvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048) h CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN �STE6 Fqa (206)286 -1640 (253)627 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE'voNnt FILE: 0655DJUT01.dwg vMlY kpg Oxn BY: DATE:j �/L STA 15 +50 TO STA 20 +00 SHEET NO. 166 OF 304 a z �y N O -n c > < 0 a o w N O Y \ /J � �r l i Qs----- -- \V \ // cq �Nv \ 34 { \ k 34\ \' 1 VGG UGP / UGP / P � �G v JVQ \\ i - UGP �66P \\\ \ UGP GPI GCp_ 0 pro => D1 \< >= _y UGP i7r- -- —� R G = ------ - - - - -- v Iw C) I I A V A N- x.22, I- -29 - - - -- -_ - v - o RAINIER AVE S a I p2 III li D2 ----- - - - - -- 11 \ LES SCHWAB -- T �. D4 / J�Q GENERAL JOINT UTILITY TRENCH PLAN NOTES ve UGC o Q,1 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY / \ COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE PLAN THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE / FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE 0 5 10 20 40 60 GAS, COMCAST, AND CENTURYLINK. SCALE IN FEET 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY \\ JOINT UTILITY TRENCH LEGEND REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL � CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE \y\ FRANCHISE UTILITIES. \GP� 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CIO CONVERSION. \\ ARBY ` Q7 \\ 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. D$ \II 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED _ _ _ _ rte; _ FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLNK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE JGP G u� v - � _ PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. _ UGP— UGP r� -. �� r 7 uGP GP— UGFi -- uGP— uGP 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS - -- - - — UGP - - -UGP- -UGP _.UGP —.UGP —llL,E?---UGR--T--UGP— - AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND -� \ \--------- - - - - -- --- - - - - -- 00 VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND i PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM PEA GRAVEL AND PERFORATED PIPE ARE w COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER j O ANTICIPATED APPROX. 7' BELOW GROUND 0 = UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE J \ SURFACE, SEE JOINT UTILITY TRENCH 1 N TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE PROFILE, SHT 183. ° UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO —J \ 23 c\ 24 + AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL \ s EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS d\ COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, z CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 7 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. U -- -�__ -\ ------ - - - -�/ L --- -------- --- - - - -- ¢ SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER \ 4A g DESIGN \ 5 17 ♦ r ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P6 THREE PHASE J -BOX J10 PSE PSE CONTRACTOR 7p,8p,11p 1 -4" Q6 264 TA #916 CENTURYLINK CENTURYLINK CONTRACTOR 4q,5q 6q,7q,8q,9q,10q C5 17 "x30" - COMCAST COMCAST CONTRACTOR - 9c, 50c Q7 264 TA #918 CENTURYLINK CENTURYLINK CONTRACTOR 9q,10q 12q,13q Q26 CONNECT TO EX. VAULT - CENTURYLNK - CONTRACTOR 6q,7q,8q,11q - P34 SECONDARY HANDHOLE H8B PSE PSE CONTRACTOR - 1 -4" P49 INTERCEPT POINT IP04 PSE - CONTRACTOR 1 -4" - P50 SECONDARY HAND HOLE H8A PSE PSE CONTRACTOR - 12p P62 REMOVE VAULT J11 PSE - CONTRACTOR - - P93 REMOVE VAULT - PSE - CONTRACTOR - - CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 JUU I JILI a �4g GIq p08 77 -1417 SURVEYED: KPG ]K�� SOS wn 92 DRAWN BY: SOD DESIGN BY: SOD 7539thAvenueN 2502 Jefferson Avenue y CHECK BY: JLF Seattle, WA 98109 Tacoma, WA 98402 zo3zo �w� (20612861640 PROJ MGR: JF (253)627 -0720 vww.k com REVISION DESCRIPTION BY APP. DATE 0L FILE: 0655DJUT01.dwg TL 3 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. kJG GP wcii 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. O�ER f u- CONSTRUCTION NOTES I — Q2 4" DIAMETER CONDUIT- CENTURYLINK (1 T=3430107 CONDUIT) BOB BRIDGE SCION �CO DIUIT) CONDUIT-CENTURYLINK (4 4" DIAMETER CONDUIT -PSE POWER (1 CORRESPONDING SHEETS \T , BID DOCUMENTS S, \ \ ys"A 0 CONDUIT) q \ A6" DIAMETER CONDUIT -PSE GAS (1 � \\ CONDUIT) c " / .✓ 20 BEGIN INSTALLATION OF 4" DIAMETER \o\ \ ¢ CV CONDUIT -PSE GAS - APPROXIMATE STA F 22 +10, LT 22 BEGIN INSTALLATION OF 6" DIAMETER slAQPIPE CONDUIT -PSE GAS - APPROXIMATE STA �S2 \ D- V 22 +85, LT r,¢ ID °O 2 END INSTALLATION OF 6" DIAMETER CONDUIT -PSE GAS - APPROXIMATE STA 23 +50, RT �2 \^ \� / • 2A END INSTALLATION OF 10" DIAMETER CONDUIT -PSE GAS - APPROXIMATE STA 22 +10, LT 34 COORDINATE WITH LTS GROUP AT 206 - 619 -1570 TO ADJUST TRAFFIC BEARING MANHOLE LID TO GRADE. CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 J& CITY OF FENTON RAINIER AVENUE S (SR 167) DRAWING NO. 167 WL S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department FED AID NO. - CM0167(048) APPROV D FOR CONSTRUCTION JOINT UTILITY TRENCH PLAN DATE: NOV 2011 BY: DATE:11 :9L STA 20 +00 TO STA 24 +50 SHEET NO. 167 OF 304 z �y j.1.j 03 O a 4 G, �t w > •p 0 0 0 a 0 3 0 0 0 i U 0 0 U i 3 0 0 i z c� i a �o 0 0 0 z w i U w O 1IM111111 N _(0 ti W �l- N a o ti 2 25 8 - P9 El LITHIA DODGE CHRYSLER 1= CONSTRUCTION NOTES 1 / Q3 4" DIAMETER CONDUIT — CENTURYLINK (2 CONDUIT) 2" DIAMETER CONDUIT - COMCAST (1 CONDUIT) 4" DIAMETER CONDUIT -PSE POWER (1 CONDUIT) 21 END INSTALLATION OF 4" DIAMETER CONDUIT -PSE GAS APPROXIMATE STA 27 +40, LT El_ CID JOINT UTILITY TRENCH LEGEND UGP =`.( tiGP_ -_i UGP— UGP G1 -- - -- — ` �, O - - - _ \ 6 FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. - - - -- � 6 - -- ` UcP a, RAINIER AVE S ~ T - -- - -- - -- — — I�. "'�.:�:�..,,,„c�e. IJ I&VSroV �If, GENERAL JOINT UTILITY TRENCH PLAN NOTES = - -- 4 -- - - - - - - - - � -- - - -��� IHOP I VAULT SCHEDULE 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS PROVIDED BY ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUIT IN /FROM LEFT AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND P7 COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL V08 VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PSE AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE is PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM —_ THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF #919 _: y CENTURYLINK THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE 12q,13q UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE C6 FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE i TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE ICOMCAST GAS, COMCAST, AND CENTURYLINK. 7c,8c,9c,50c UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO - -- ` UcP a, RAINIER AVE S ~ T - -- - -- - -- — — I�. "'�.:�:�..,,,„c�e. IJ I&VSroV �If, GENERAL JOINT UTILITY TRENCH PLAN NOTES = - -- 4 -- - - - - - - - - � -- - - -��� IHOP I VAULT SCHEDULE 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS PROVIDED BY ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUIT IN /FROM LEFT AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND P7 COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL V08 VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PSE AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE 12p PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM Q8 THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF #919 COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER CENTURYLINK THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE 12q,13q UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE C6 FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE - TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE ICOMCAST GAS, COMCAST, AND CENTURYLINK. 7c,8c,9c,50c UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO P8 THREE PHASE J -BOX J13 AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE 9p,10p,3 -4" 13p,14p Q9 APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE U1ILITY 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL CENTURYLINK REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL - EXISTING U1ILITIES UN11L NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS C7 CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE - COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, COMCAST CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE 1001c CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY P9 FRANCHISE UTILITIES. J14 STRUCTURES NO LONGER IN USE. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. C8 CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS - SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER COMCAST CONVERSION. - DESIGN. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. - THE CITY OF RENTON. 15p - 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. COMCAST FOR THEIR CONVERSION. 12c - 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYUNK AND COMCAST SHALL BE IP07 PSE - MADE BY THE FRANCHISE UTILITIES. - 20p 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE IP05 PSE - PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. - 1 -4" E4 P a —� E4 " 0 5 10 20 40 60 KFC i�' \\ A� SCALE IN FEET T=3430108 ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P7 1 -PH MP TRANSFORMER V08 PSE PSE CONTRACTOR 12p 2 -4" Q8 264 TA #919 CENTURYLINK CENTURYLINK CONTRACTOR 12q,13q 14q,15q,16q,17q C6 2436 MEDIUM DUTY VAULT - COMCAST ICOMCAST CONTRACTOR 7c,8c,9c,50c 1001c P8 THREE PHASE J -BOX J13 PSE PSE CONTRACTOR 9p,10p,3 -4" 13p,14p Q9 264 TA #920 CENTURYLINK CENTURYLINK CONTRACTOR - 19q,20q C7 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 1001c 120304c P9 THREE PHASE J -BOX J14 PSE PSE CONTRACTOR 13p,1 4p 15p,16p,17p C8 17 "x30" - COMCAST COMCAST CONTRACTOR - 19c P35 INTERCEPT POINT IP06 PSE - CONTRACTOR 15p - C37 17 "x30" - COMCAST COMCAST CONTRACTOR 12c - P36 INTERCEPT POINT IP07 PSE - CONTRACTOR - 20p P46 INTERCEPT POINT IP05 PSE - CONTRACTOR - 1 -4" P47 INTERCEPT POINT IP05 PSE - CONTRACTOR - 1 -4" P51 INTERCEPT POINT IP05A PSE - CONTRACTOR - 1 -4" P63 REMOVE VAULT A 3 PSE - CONTRACTOR - - P64 REMOVE VAULT J15 PSE - CONTRACTOR - - P65 REMOVE VAULT J17A PSE - CONTRACTOR - - CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 116 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 a z n a h 11 -1x11 Os4'4�GwA y° 11 "? 2. n _ $ " SOT 20320 W`e msrea ¢, '�oNAL tiT$ SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECKBY: JLF PROJ MGR: JF FILE: 0655DJUT01.dwg KpC 753901AvenueN 2502 Jefferson Avenue BID SeaMe,WA98109 Taconna,WA98402 DOCUMENTS (206)2861640 (2531627 -0720 wwwkpgcam �� CITY OF RENTON "L Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: �� /�"Z RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PLAN STA 24 +50 TO STA 29 +00 8 DRAWING NO. 6V PROJECTNO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 166 OF 304 a d K � W a .p, o W N O NUMBER REVISION DESCRIPTION BY APP. DATE a z n a h v O 4& a d K � W a .p, o W N O w 0 w 0 rr 0 �1 0 z 0 z w a! U 0 O i Z O N A7 U 2 i 9 II- ------- RAI4RQAD R -Q_W - - -- J . ( i cc 6 F9P - .P 10 - - - - -- �P11 —, G9 II L, I _30 0 I I _ sr� _ F1 MAZATLAN F1 T F5 - 2 - J_ ------ F3` r11 GENERAL JOINT UTILITY TRENCH PLAN NOTES SOUTH LAKE VETERINARY CONSTRUCTION NOTES J 32 INSTALL 12" STEEL CASING FOR CONDUITS UNDER WALL FOOTING. SEE WALL 4 PLAN, SHEET 31 AND BORE CASING DETAIL — JUT, SHT 172. -- - o RAINIER �VE S r w I Cn CD + dd .7.L,- w -- ID ` G c � I r I + - - - - - -- 1 —C1 - — 14 (RAINIER VILLAGE I I I 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS PROVIDED BY ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUIT IN /FROM LEFT AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND P10 COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL Jib VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PSE AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE 16p,17p,18p,19p PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM Q10 THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF #922 COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER CENTURYLINK THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE 16q,1 7q UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE C9 FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE — TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE COMCAST GAS, COMCAST, AND CENTURYLINK. 13c,14c,15c,16c UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE V10 AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. PSE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL C10 REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL — EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMCAST CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE 19C COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, P12 CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE J17 CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY PSE FRANCHISE UTILITIES. 20p STRUCTURES NO LONGER IN USE. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. CENTURYLNK CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS 18q SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER C11 CONVERSION. — DESIGN. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. P13 THE CITY OF RENTON. V13 PSE 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. C12 FOR THEIR CONVERSION. — COMCAST 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLNK AND COMCAST SHALL BE 15c,16c,17c 20c,21c P14 MADE BY THE FRANCHISE UTILITIES. V11 PSE 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE 22p — P37 PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS. H10A PSE - I -� RAILROAD R -Q -W VAULT SCHEDULE F— I Q 00 L - - - -- - -- — — — — -- Y— UGP U- UGP�_ �w AUTO BODY AND PAINT-- JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P10 THREE PHASE J —BOX Jib PSE PSE CONTRACTOR 16p,17p,18p,19p 23p,24p,25p Q10 264 TA #922 CENTURYLINK CENTURYLINK CONTRACTOR 16q,1 7q 21q,22q,1 -4" C9 253 TA — COMCAST COMCAST CONTRACTOR 13c,14c,15c,16c — P11 5106 DEEP VAULT V10 PSE PSE CONTRACTOR 23p 1 -4" C10 17 "00" — COMCAST COMCAST CONTRACTOR 19C 18C P12 THREE PHASE J —BOX J17 PSE PSE CONTRACTOR 20p 18p,19p,21p,22p Q24 C -520 PEDESTAL — CENTURYLINK CENTURYLNK CONTRACTOR 18q — C11 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 18C 17c P13 TOTAL UNDERGROUND TRANSFORMER V13 PSE PSE CONTRACTOR 21p — C12 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 15c,16c,17c 20c,21c P14 5106 DEEP VAULT V11 PSE PSE CONTRACTOR 22p — P37 SECONDARY HAND HOLE H10A PSE PSE CONTRACTOR 1 -4" — P38 CONNECT TO EX. VAULT J18 PSE — CONTRACTOR 24p,25p 26p,27p,28p,29p Q27 CONNECT TO EX. PEDESTAL — CENTURYLINK CENTURYLINK CONTRACTOR 15q — Q28 264 TA #921 CENTURYLINK CENTURYLINK CONTRACTOR 19q,20q 14q,1 8q P66 REMOVE VAULT V14 PSE — CONTRACTOR — — P67 REMOVE VAULT V12 PSE — CONTRACTOR — — P68 REMOVE VAULT V15 PSE — CONTRACTOR — — P94 IREMOVE VAULT — PSE — CONTRACTOR — — P95 REMOVE VAULT — PSE — CONTRACTOR — — i- 3430109 PLAN 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 z �y j.1.i m /r ti c O �> < w o w N O N GIq 11 -1x11 109`z'4� WA yG'6' 'TF 20320E y`r 'got e SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BY: JLF PROJ MGR: JF FILE: 0655DJUT01.dwg ��� 7539th Avenue N 2502 Jeferson Avenue BID Seaft WA98109 Tamma,WA 98402 DOCUMENTS (206)2861640 (253) 627 -0720 waw,k ,can '�" CITY OF RENTON Public Works Department APPROV D FOR CONSTRUCTION BY: DATE :1 /001e– RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST JOINT UTILITY TRENCH PLAN STA 29 +00 TO STA 33 +50 DRAWING NO. 169 PROJECT NO. TE0403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 169 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y j.1.i m /r ti c O �> < w o w N O N 7 0 M 3 a z 0 Z w U w CD 0 rr v 2 ti �l 0 ti t° N 28 +47.72 25 +06.31 94.10' LT 74.00' LT C31 27 +93.55 ` �`\`�� 94.73' LT C36 \ 26 +08.67 \ 82305 -9123 80.54' LT 38 27 +93.35 28 +47.49 �A 24 +66.3\ \ 80.74' LT 82.10' LT 26 +05.91 26 +51.91 182305 -9212 �'/ 74.00' LT \ 71.89' LT / \ 71.51' L45� C33_ \ 24 +66.32 \ _ _ _ C32 - / 68.00' LT 25 +06.31 25 +63.18 _ C97 -------------------- 68.00' LT 68.00' LT - - - _ 27 +65.32 25 +63.18 26 +05. - - _ - �� \ x,64.00' LT 68.51' LT 26 +51.92 C35 66.92' LT / 27 +65.30 7 LT 64.92' LT �� �� s 25+00 N 41, 29' 15" E CONST. - \ 4 - \ N 41 33 " 26 +00 - E ROW 27 +00 24 +53.16 - 64.01RT "�' - \ 25 +89.62W22.13' RT �..` MON IN CASE 25 +89.75', 22.19' RT - - - \ - \ \ \63.92' RT ° \ ' \ 25 +78.44 \ \7' IT 5 +3.35 T ' 67.92225 +3 25 +78.47 C4'- 68.92' RT 68.97' RT 182305 -9133 LEGEND EXISTING PROPERTY LINE - - - - EXISTING RIGHT OF WAY LINE - - - - NEW RIGHT OF WAY LINE --- - - - - -- PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE 50' EXISTING RIGHT OF WAY WIDTH 25 +99.76 'V1 LL4A'AT14K 2g +00 9 n s l� 'A 9 O A y C� 28 +58.69 / 28 +15.41 64.53' RT - _ 70.11' RT // 28+25.68 1/ \28 +59.02 \ 5- 9156\ \ �12 .88' RT 65.61' RT -�27 +72.17 ---- - - - - -- - - - - -- -- ' ----------------- - - - - -- 80.57' RT C45' . C42 077117 11 27+68.40 28 +17.19/ 26 +14.71 91.81' RT 182305 -9258 . _C43_ PLAN SCALE: 1" = 20' 0 5 10 20 40 60 SCALE IN FEET 66.61' RT 80.06' RT 76.72' RT 27 +76.50 10 97.52' RT 82305 -9261 OWNERSHIPS i 0 NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT ® WOLF, RICHARD 182305 -9133 68,825 2,573 445.54' 66,252 407 722 O9 ERNST TRUST WASHINGTON, LLC 182305 -9258 39,310 1,609 176.69' 37,701 766 5,052 10 THE CENTIOLI FAMILY, LLC 182305 -9261 17,849 544 C38 17,305 307 1,089 11 MOFFATT, ROBERT L 182305 -9156 8,634 151 2'33'24" 8,483 181 1,204 12 MOFFATT, ROBERT L 182305 -9135 SEE SHEET 12 3© CURRAN PROPERTIES, LP 182305 -9123 SEE SHEET 10 38 CARS - DB4, LP 182305 -9212 274,149* 7,972 266,177 1 1,934 5,041 * AREA PER KING COUNTY ASSESSORS RECORDS. CURVE TABLE CURVE DELTA RADIUS LENGTH C31 3'28'10" 429.51' 26.01' C32 443'35" 457.51' 37.75' C33 19'54'23" 445.54' 154.79' C34 4643'31" 455.54' 371.50' C35 21'56'10" 461.51' 176.69' C36 6'01'22" 418.09' 43.95' C37 59'06'04" 500.00' 515.75' C38 61'30'18" 477.50' 512.58' C39 57'50'25" 554.50' 559.77' C40 2'33'24" 559.50' 24.96' C42 19'37'52" 558.50' 191.36' C43 11'56'27" 582.50' 121.40' C44 6'52'18" 589.50' 70.70' C45 513'44" 572.50' 52.25' C46 10'31'12" 557.50' 102.36' C47 1'48'40" 569.50' 18.00' C48 5'02'49" 600.50' 52.90' C97 4'58'03" 454.51' 39.41' T -34301 I I KtVIJtU VAKUtL U0 VtKM ANU ItMV L;UNJI tJMI AKtAJ I J -Z4 -11 Qwoywnsq'.JC� 11 -14 -11 SURVEYED: KPG 2 REVISED PARCEL 08 ROW AND TEMP CONST ESMT AREAS 8 -19 -11 N�:S Kp� Al } CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO- 11 ,�< ra•,C� DRAWN BY: KW 3 REVISED PARCEL 37 TEMP CONST ESMT AREAS 12 -14 -11 x;5 e �r' rlt S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 • ' DESIGN BY: RR Public Works Department 753981AvenueN 2562 Jefferson Avenue ." •, : a FED AID NO. - CM0167(046) CHECKBY: RR Seai6e,WA98109 Tacoma,WA98402 RIGHT OF WAY PLANS T • aaars APPRCI ED FOR CONSTRUCTION •.aF `� 12061286.1640 253 627 -0720 DATE: NOV 2011 'rS ••�ISTE ?E• JQ' PROJ MGR: JF ( 1 f0M1' . c... 5 www'kpg'cDm BY DATE:t41!1-1 STA 24 +50 TO STA 29 +00 SHEET NO. 11 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DROW01.dwg • z ay n v, O J ' I n 0 -n � -a o w .p O O a y :s V O 3 U Y 0 w w x 0 M M L0 U-1 Z J FV- Q ICHISE ITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT/TO RIGHT SITE PREPARATION & TESC PLAN PSE PSE CONTRACTOR — 2 -4" DRAINAGE PLANS COMCAST COMCAST CONTRACTOR 28c,29c 30c,31c WATER PROFILE PSE — CONTRACTOR — — PROPERTY RESTORATION PLANS PSE — CONTRACTOR — — IRRIGATION PLAN PSE — CONTRACTOR — — PSE — CONTRACTOR — — CENTURYLINK — CONTRACTOR — — J i t GENERAL JOINT UTILITY GENERAL PLAN NOTES 1. SEE GENERAL JOINT U11LITY PLAN NOTES ON NEXT SHEET. CONSTRUCTION NOTES 334" DIAMETER CONDUIT — CENTURYLINK (2 CONDUIT) 833" DIAMETER CONDUIT — COMCAST (2 CONDUIT) A4" DIAMETER CONDUIT —PSE POWER (3 CONDUIT) 22 BEGIN INSTALLATION OF 6" DIAMETER CONDUIT —PSE GAS — APPROXIMATE STA 33 +98, LT 36" DIAMETER CONDUIT —PSE GAS (1 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. �L 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 T- 3430110 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN — JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 IN GWA COS ) 11-1a11 SURVEYED: KPG DRAWING NO. 170 osw4y DRAWN BY: SOD CITY OF P ENTON RAINIER AVENUES ( SR 167 r R o � DESIGN BY: SOD 7539N AYeoueN 2502 Jefferson Avenue "'ID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department zaszo � CHECK BY: JLF Seatte,WA95109 Tawrna,098402 DOCUMENTS APPROV FOR CONSTRUCTION JOINT UTILITY TRENCH PLAN FED AID NO. - CM0167(046) rsrE PROJMGR: JF (206)28 &1540 (253(627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L � FILE: 0655DJUT01.dwg wwwApponn By DATE: /jrL STA 33 +50 TO STA 38 +00 SHEET NO. 170 OF 304 a a z my m N O A N - n O a v > .p O W N O ti (V w O i 3 Y II - 7 QDOBA BLOCKBUSTER _1 7 - 7 Q2 FRED MEYER _. -- -- H2 -- H1--=----- -_ - - -- - - - -- - - - -- - - -- }� �^ G � JT -- ,_ - -- 3 - - - -- -H1 -... __ - GP UGP— UGP UGP -UGP- -UGP I �3 GP 1iUGP1-�— Ph-- �JGP� O -H2� -� _.. �, e _<_ _ 1 - - - - - - -- r--- - - - - -- - - -- -- C C rT . r v 1 N \ 01 \ 1 1 \1 1 n Q3 1' w - - -- -- - - - - -J \\ 1 \ 1 1 w LLJ � - -- V \\ v 1 o � o v li �1 1 M � _ ! 1 \ 411 `. ICI 1 1\ \ 1 1 P 1 h1 1 i 39 40 11 v 1 1 en w C3 az �!r RAINIER AVE S _r. --------- - - - - -- \1 I 11 < ¢ \\ c \\ F r - -..... - - -. - - - _ - P UGP - - - - - -- 11 U L T - UGP t�i G UGP - -- q T UGP UGP - �; UGP— UGP —� UGP�,� \I\ - -P - -, UGP -UGP- Gr UGP- -UGP— UGP UGP—y' OGP 0G'P, - UGP— UGP UGP— UGP— UGPi - - -- v UGP— UGP— I i I I -r- - -i I Lf/ � 1 1 MCLENDON HARDWARE VAULT SCHEDULE ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM CONDUIT OUT /TO U1ILIIY ID LEFT RIGHT P18 3 -PHASE TRANSFORMER V17 PSE PSE CONTRACTOR 1 -4" - Q21 CONNECT TO EX. SERVICE WIRE BOX - CENTURYLINK CENTURYLINK CONTRACTOR - 26q P19 ONE PHASE TRANSFORMER V20 PSE PSE CONTRACTOR 1 -2" - C18 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 30c,31c 32c,33c P73 REMOVE VAULT V18 PSE - CONTRACTOR - - P74 REMOVE VAULT V19 PSE - CONTRACTOR - - Q30 REMOVE VAULT - CENTURYLNK - CONTRACTOR - - 031 REMOVE VAULT - CENTURYLINK - CONTRACTOR - - P85 THREE PHASE J -BOX - PSE PSE CONTRACTOR 34p,35p 44p,45p 7 / I / SUB SHOP \ \ \ CONSTRUCTION NOTES 3Q 4" DIAMETER CONDUIT- CENTURYLINK (2 CONDUIT) A8 3" DIAMETER CONDUIT- COMCAST (2 CONDUIT) A4" DIAMETER CONDUIT -PSE POWER (2 CONDUIT) A6" DIAMETER CONDUIT -PSE GAS (1 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. PLAN 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 T- 3430111 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS 14 RIGHT OF WAY PLANS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZA11ON & SIGNING PLAN 224 ILLUMINATION PLANS 3 IRRIGATION PLAN 89 LANDSCAPE PLAN r3;010 11 -14-17 SURVEYED: KPG oSwyfl wIn y °By DRAWN BY: SOD Kp� A CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 71 DESIGN BY: SOD 753MAvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 h FED AID NO. - CM0167(048) CHECK BY: JLF SeaPoe,WA98109 Taooma,WA98402 DOCUMENTS JOINT UTILITY TRENCH PLAN '? 20320 y`e APPR V FOR CONSTRUCTION 1wis rsTF �`° PROJ MGR: JF (20512561640 (2531627 -0720 / /�� DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L E FILE: 0655DJUT01.dwg wevkpgcem BY: DATE STA 38 +00 TO STA 42 +00 SHEET NO. 171 OF 304 a z n a m a O I," ZE d � { w o W y O i -r- - -i I Lf/ � 1 1 MCLENDON HARDWARE VAULT SCHEDULE ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM CONDUIT OUT /TO U1ILIIY ID LEFT RIGHT P18 3 -PHASE TRANSFORMER V17 PSE PSE CONTRACTOR 1 -4" - Q21 CONNECT TO EX. SERVICE WIRE BOX - CENTURYLINK CENTURYLINK CONTRACTOR - 26q P19 ONE PHASE TRANSFORMER V20 PSE PSE CONTRACTOR 1 -2" - C18 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 30c,31c 32c,33c P73 REMOVE VAULT V18 PSE - CONTRACTOR - - P74 REMOVE VAULT V19 PSE - CONTRACTOR - - Q30 REMOVE VAULT - CENTURYLNK - CONTRACTOR - - 031 REMOVE VAULT - CENTURYLINK - CONTRACTOR - - P85 THREE PHASE J -BOX - PSE PSE CONTRACTOR 34p,35p 44p,45p 7 / I / SUB SHOP \ \ \ CONSTRUCTION NOTES 3Q 4" DIAMETER CONDUIT- CENTURYLINK (2 CONDUIT) A8 3" DIAMETER CONDUIT- COMCAST (2 CONDUIT) A4" DIAMETER CONDUIT -PSE POWER (2 CONDUIT) A6" DIAMETER CONDUIT -PSE GAS (1 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. PLAN 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 T- 3430111 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS 14 RIGHT OF WAY PLANS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZA11ON & SIGNING PLAN 224 ILLUMINATION PLANS 3 IRRIGATION PLAN 89 LANDSCAPE PLAN r3;010 11 -14-17 SURVEYED: KPG oSwyfl wIn y °By DRAWN BY: SOD Kp� A CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 71 DESIGN BY: SOD 753MAvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 h FED AID NO. - CM0167(048) CHECK BY: JLF SeaPoe,WA98109 Taooma,WA98402 DOCUMENTS JOINT UTILITY TRENCH PLAN '? 20320 y`e APPR V FOR CONSTRUCTION 1wis rsTF �`° PROJ MGR: JF (20512561640 (2531627 -0720 / /�� DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L E FILE: 0655DJUT01.dwg wevkpgcem BY: DATE STA 38 +00 TO STA 42 +00 SHEET NO. 171 OF 304 a z n a m a O I," ZE d � { w o W y O i � 1 1 MCLENDON HARDWARE VAULT SCHEDULE ID VAULT FRANCHISE OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM CONDUIT OUT /TO U1ILIIY ID LEFT RIGHT P18 3 -PHASE TRANSFORMER V17 PSE PSE CONTRACTOR 1 -4" - Q21 CONNECT TO EX. SERVICE WIRE BOX - CENTURYLINK CENTURYLINK CONTRACTOR - 26q P19 ONE PHASE TRANSFORMER V20 PSE PSE CONTRACTOR 1 -2" - C18 2436 MEDIUM DUTY VAULT - COMCAST COMCAST CONTRACTOR 30c,31c 32c,33c P73 REMOVE VAULT V18 PSE - CONTRACTOR - - P74 REMOVE VAULT V19 PSE - CONTRACTOR - - Q30 REMOVE VAULT - CENTURYLNK - CONTRACTOR - - 031 REMOVE VAULT - CENTURYLINK - CONTRACTOR - - P85 THREE PHASE J -BOX - PSE PSE CONTRACTOR 34p,35p 44p,45p 7 / I / SUB SHOP \ \ \ CONSTRUCTION NOTES 3Q 4" DIAMETER CONDUIT- CENTURYLINK (2 CONDUIT) A8 3" DIAMETER CONDUIT- COMCAST (2 CONDUIT) A4" DIAMETER CONDUIT -PSE POWER (2 CONDUIT) A6" DIAMETER CONDUIT -PSE GAS (1 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. PLAN 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 T- 3430111 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS 14 RIGHT OF WAY PLANS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZA11ON & SIGNING PLAN 224 ILLUMINATION PLANS 3 IRRIGATION PLAN 89 LANDSCAPE PLAN r3;010 11 -14-17 SURVEYED: KPG oSwyfl wIn y °By DRAWN BY: SOD Kp� A CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 71 DESIGN BY: SOD 753MAvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 h FED AID NO. - CM0167(048) CHECK BY: JLF SeaPoe,WA98109 Taooma,WA98402 DOCUMENTS JOINT UTILITY TRENCH PLAN '? 20320 y`e APPR V FOR CONSTRUCTION 1wis rsTF �`° PROJ MGR: JF (20512561640 (2531627 -0720 / /�� DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L E FILE: 0655DJUT01.dwg wevkpgcem BY: DATE STA 38 +00 TO STA 42 +00 SHEET NO. 171 OF 304 a z n a m a O I," ZE d � { w o W y O i 7 / I / SUB SHOP \ \ \ CONSTRUCTION NOTES 3Q 4" DIAMETER CONDUIT- CENTURYLINK (2 CONDUIT) A8 3" DIAMETER CONDUIT- COMCAST (2 CONDUIT) A4" DIAMETER CONDUIT -PSE POWER (2 CONDUIT) A6" DIAMETER CONDUIT -PSE GAS (1 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT -OF -WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. PLAN 0 5 10 20 40 60 SCALE IN FEET CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 T- 3430111 CORRESPONDING SHEETS CATEGORY SHEET EXISTING CONDITIONS 14 RIGHT OF WAY PLANS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZA11ON & SIGNING PLAN 224 ILLUMINATION PLANS 3 IRRIGATION PLAN 89 LANDSCAPE PLAN r3;010 11 -14-17 SURVEYED: KPG oSwyfl wIn y °By DRAWN BY: SOD Kp� A CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 71 DESIGN BY: SOD 753MAvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 h FED AID NO. - CM0167(048) CHECK BY: JLF SeaPoe,WA98109 Taooma,WA98402 DOCUMENTS JOINT UTILITY TRENCH PLAN '? 20320 y`e APPR V FOR CONSTRUCTION 1wis rsTF �`° PROJ MGR: JF (20512561640 (2531627 -0720 / /�� DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L E FILE: 0655DJUT01.dwg wevkpgcem BY: DATE STA 38 +00 TO STA 42 +00 SHEET NO. 171 OF 304 a z n a m a O I," ZE d � { w o W y O i 11 -14-17 SURVEYED: KPG oSwyfl wIn y °By DRAWN BY: SOD Kp� A CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 71 DESIGN BY: SOD 753MAvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 h FED AID NO. - CM0167(048) CHECK BY: JLF SeaPoe,WA98109 Taooma,WA98402 DOCUMENTS JOINT UTILITY TRENCH PLAN '? 20320 y`e APPR V FOR CONSTRUCTION 1wis rsTF �`° PROJ MGR: JF (20512561640 (2531627 -0720 / /�� DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L E FILE: 0655DJUT01.dwg wevkpgcem BY: DATE STA 38 +00 TO STA 42 +00 SHEET NO. 171 OF 304 a z n a m a O I," ZE d � { w o W y O i 0 3 C 0 0 0 z w i U w O Im c1s 2 18 — Q1 ,J. �C,h .- I I I I 7 3 UJ I I N i i 11 11 I I I I I c N -43 I I v — Z t III a DONUTS VAULT SCHEDULE i TACO /1 DIAMOND LIL'S CASINO FIRESTONE 1—�-- ------ Ir- 1� 12 C21 IS 2 - - JT RAINIER AVE S I!',I °o Ln II Ln I' !I N LLJ - -- — _ — - -- -- - - - - -- z � J L UGP - - - - - -- - - - - -- —1 / 76 GAS STATION, ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT P20 THREE PHASE J —BOX J22 PSE PSE CONTRACTOR 44p,45p 36p,37p,38p,39p,1 -4" Q12 264 TA #924 CENTURYLINK CENTURYLINK CONTRACTOR 24q,25q,26q 27q,28q,29q,30q C19 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 32c,33c 34c,35c,36c,37c,38c P21 3 PHASE TRANSFORMER V21 PSE PSE CONTRACTOR 36p,37p — Q22 C -330 PEDESTAL — CENTURYLINK CENTURYLINK CONTRACTOR 27q — C20 17 "x30" — COMCAST COMCAST CONTRACTOR 36C — Q23 CONNECT TO EX. SERVICE WIRE BOX — CENTURYLINK — CONTRACTOR 28q — C21 17 "x30" — COMCAST COMCAST CONTRACTOR — 39c C22 253 TA — COMCAST COMCAST CONTRACTOR 37c,38c,39c 40c,41c C23 17 "00" — COMCAST COMCAST CONTRACTOR 34c,35c — P40 INTERCEPT POINT IP09 PSE — CONTRACTOR 1 -4" — P75 REMOVE VAULT V22 PSE — CONTRACTOR — — P76 REMOVE VAULT V20A PSE — CONTRACTOR — — Q32 REMOVE VAULT — CENTURYLINK — CONTRACTOR — — Q33 REMOVE VAULT — CENTURYLINK — CONTRACTOR — — 5' �►� 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES AY DIAMETER CONDUIT — COMCAST (7 CONDUIT) JOINT UTILITY TRENCH LEGEND FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. WALL FOOTING SEE WALL PLANS, PROFILES & DETAILS, SHTS 28 -35. 3" COMCAST CONDUIT ¢� BORE SPACER STEEL BULKHEAD (TYP. BOTH ENDS OF CASING) BORE SPACER (TYP) STEEL CASING WITH 0.25" WALL THICKNESS GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILi AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION. PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANS111ON THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTAWNG BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING UTILITY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. SECTION A —A NTS NOTES: 1. EXTEND STEEL CASING 4.5' FROM FRONT FACE AND BACK FACE OF WALL OR WALL FOOTNG, WHICHEVER IS GREATER. STEEL CASING FOR JOINT UTILITY TRENCH DETAIL NTS 12" DIA STEEL CASING 2 — 3" COMCAST CONDUIT SEE JOINT UTILITY TRENCH PLANS SHEET 169 CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 T- 3430112 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN — JOINT U11UTY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 a z n `] m /V O d W a 0 , ` o w N O 11 -1411 1oswe�G', cOSy2 _ oo �' APB, Z°rE° F¢� �ONhL � SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECKBY: JLF PROJ MGR: JF FILE: 0655DJUTOt.dwg Kp� R 753ft AvenueN 2502 Jefferson Avenue BID Seate,WA98109 Tacoma,WA98402 DOCUMENTS (206)286 -1640 (253)627 -0720 �,kpg Wm '� CITY OF FENTON Public Works Department APPROV D FOR CONSTRUCTION BY: DATE: �2G�ti RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PLAN STA 42 +00 TO STA 45 +00 DRAWING NO. 172 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 172 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z n `] m /V O d W a 0 , ` o w N O N F— w w x 0 CD F— to w z J x U H CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 WALKER'S i� / ivy °l / CONSTRUCTION NOTES k� h ! % 33 4" DIAMETER CONDUI - CENTURYLINK (2 CONDUIT) 3 �� 1,r �Q d T/ 7i 3" DIAMETER COND IT— COMCAST (1 CONDUIT) A9 3" DIAMETER CO DUIT — COMCAST (3 CONDUIT) JOINT UTILITY TRENCH LEGEND AC DIAMETER CONDUIT —PSE GAS (1 CONDUIT) FOR JOINT UTILITY TRENCH LEGEND, SEE SHT 164. A6" DIAMETER CONDUIT —PSE POWER (2 CONDUIT) END INSTALLATION OF 6" DIAMETER CONDUIT -PSE GAS - APPROXIMATE STA 47 +40, LT 0 5 10 20 40 60 SCALE IN FEET WALGREEN'S VAULT SCHEDULE GENERAL JOINT UTILITY TRENCH PLAN NOTES 1. EXISTING UNDERGROUND UTILITIES TO BE CONVERTED TO NEW UNDERGROUND ALIGNMENT TO THE LIMITS SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION, LAYOUT, SURVEYING, TRENCHING, EXCAVATION, BEDDING, BACKFILL AND RESTORATION FOR THE FRANCHISE UTILITIES TO SUCCESSFULLY COMPLETE THE CONVERSION. THE LAYOUT SHOWN IS APPROXIMATE AND A COMPILATION OF THE DESIGNS BY PSE, COMCAST, CENTURYLINK, AND CITY OF RENTON. SEE FRANCHISE UTILITY PLANS (VOLUME 4 OF 4) FOR DESIGNS BY PSE POWER, PSE GAS, COMCAST, AND CENTURYLINK. 2. THE JOINT TRENCH LAYOUT, SWEEPS, VAULTS AND OTHER FEATURES SHOWN ARE APPROXIMATE. ADJUST AS NECESSARY TO MEET FRANCHISE UTILITY REQUIREMENTS AND TO PROVIDE A COMPLETE, FUNCTIONING SYSTEM. ALL CONDUIT MATERIALS, BENDS, VAULTS, AND OTHER MATERIALS INSTALLED BY THE CONTRACTOR SHALL BE PER THE REQUIREMENTS AND SPECIFICATIONS OF THE FRANCHISE UTILITIES. 3. PSE WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR ELECTRICAL CONVERSION, PSE WILL FURNISH ALL CASING CONDUIT REQUIRED FOR THEIR GAS CONVERSION. 4. THE CONTRACTOR WILL FURNISH AND INSTALL ALL VAULTS AND CONDUITS FOR THE CITY OF RENTON. 5. COMCAST AND CENTURYLINK WILL FURNISH ALL VAULTS AND CONDUITS REQUIRED FOR THEIR CONVERSION. 6. UNDERGROUND SERVICE CONNECTIONS FOR CENTURYLINK AND COMCAST SHALL BE MADE BY THE FRANCHISE UTILITIES. 7. UNDERGROUND SERVICE CONNECTIONS FOR POWER SHALL BE MADE BY THE PROPERTY OWNER FROM THE RIGHT —OF —WAY TO EXISTING PRIVATE METERS. 8. CONSTRUCT JOINT UTILITY TRENCH PER THE TYPICAL TRENCH DETAILS, SECTIONS AND PROFILE SHEETS 174 -192. ADJUST THE HORIZONTAL ALIGNMENT AND VERTICAL PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND ROADWAY FEATURES, WHILE MAINTAINING 3' MINIMUM COVER OVER CONDUITS AND VERTICAL 12" MINIMUM CLEAR BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS. SEE THE APPROXIMATE JOINT UTILITY TRENCH PROFILE TO AID IN THE LAYOUT OF THE TRENCH, SHEETS 180 -192. 9. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE EXISTING CONDUIT DUCT BANK AND EXISTING U11UTY STRUCTURES NO LONGER IN USE. 10 INCLUDE ILLUMINATION AND SIGNAL CONDUIT IN JOINT TRENCH WHERE POSSIBLE. SEE ILLUMINATION AND SIGNAL PLANS FOR CITY OF RENTON POWER AND FIBER DESIGN. 11. CONTRACTOR TO INSTALL CENTURYLINK OVERSET VAULTS. 12. CONTRACTOR SHALL PRESERVE AND PROTECT ALL FACILITIES TO REMAIN. ID VAULT FRANCHISE UTILITY ID OWNED BY PROVIDED BY INSTALLED BY CONDUIT IN /FROM LEFT CONDUIT OUT /TO RIGHT Q13 264 TA #925 CENTURYLNK CENTURYLINK CONTRACTOR 29q,30q 31q,32q C24 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 40c,41c,50c 43c,44c,45c Q14 264 TA #926 CENTURYLINK CENTURYLINK CONTRACTOR 31q,32q — C25 2436 MEDIUM DUTY VAULT — COMCAST COMCAST CONTRACTOR 43c,44c,45c — C28 17 "00" — COMCAST COMCAST CONTRACTOR 50c 1 -3" P41 CONNECT TO EX. VAULT PV03 PSE — CONTRACTOR — 42p,43p P42 CONNECT TO EX. VAULT SW04 PSE — CONTRACTOR — 40p,41p P43 CONNECT TO EX. VAULT J24 PSE — CONTRACTOR 40p,41p,42p,43p — P83 CONNECT TO EX. VAULT SW03 PSE — CONTRACTOR 38p,39p — C39 INTERCEPT POINT — COMCAST — CONTRACTOR 1 -3" — T- 3430113 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT U11UTY TRENCH PLAN — JOINT U11UTY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 �Q�GIgC �B CITY OF RFNTON r1 -tan SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 1707 OS WASH y DRAWN BY: SOD S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 S o�N" DESIGN BY: SOD BID Public Works Department — 753 9th Avenue N 2502 Jefferson Avenue CHECKBY: JLF Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS JOINT UTILITY TRENCH PLAN FED AID NO. - CM0167(046) PISTE `° (206)286.1640 (2531627 -0720 APP V FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF ' /ONAL E wM SHEET NO. 173 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUT01.dwg BY: DATE: / 2�b STA 45 +00 TO STA 49 +00 a a z m a a m m a O .0 wa a < (� a o w N O c O :o ° Z 0 Z w V O i Y CEMENT CONCRETE SIDEWALK SECTION PER TYPICAL SECTIONS AND DETAILS GRAVEL BACKFILL INCL. HAUL FOR JOINT UTILITY TRENCH CEMENT CONCRETE SIDEWALK, DRIVEWAYS, PARKING AND PLANTED AREAS PER TYPICAL SECTIONS, ROADWAY AREAS PER ALIGNMENT PLANS AND PROPERTY TYPICAL SECTIONS AND RESTORATION PLANS ALIGNMENT PLANS I o ° o Z o INCLUDE ILLUMINATION AND SIGNAL a 1= CONDUIT IN JOINT TRENCH WHERE POSSIBLE C) SEE ILLUMINATION AND SIGNAL PLANS. ° C) C) z a C 2 0 1' MIN FOR TRENCH CROSSINGS OR SAWCUT AS INDICATED ON PLANS FINISHED GROUND 30" MIN COVER OVER CONDUIT 36" MIN COVER VARIES PROPOSED UTILITY BANK OVER CONDUITS OR EXISTING UTILITY TO REMAIN 12" MIN CLEAR / o CONDUITS z EXISTING PAVEMENT o DEFLECT JOINTS OR PROVIDE � MAY INCLUDE BURIED FITTINGS /BENDS /SWEEPS AS a �' `` o CONCRETE ROADWAY REQUIRED BY THE FRANCHISE z o \ ` ° - PANELS (TYP) UTILITIES UJ ow a ` a-R TYPICAL JOINT UTILITY TRENCH TRANSITION NTS SAND BEDDING I "STRUCTURE EXCAVATION CLASS B INCL. HAUL FOR JOINT UTILITY TRENCH" MAXIMUM PAY LIMITS = NEAT LINE WIDTH NOTES: INCLUDING SWEEPS 1. TRENCH WIDTH INCREASES AT SWEEP LOCATIONS. 2. FINISHED SURFACES OTHER THAN SIDEWALKS AND ROADWAY PAVEMENT NOT SHOWN. PROVIDE ROADWAY CONCRETE, CURBS, DRIVEWAY AND PARKING PAVEMENT, AND UNPAVED SURFACE RESTORATION AS SHOWN ON THE PLANS. 3. TEMPORARY PAVEMENT MAY BE USED IN AREAS WHERE ADDITIONAL ROADWAY OR TRENCH EXCAVATION IS ANTICIPATED, OR WHERE DRIVEWAY OR PEDESTRIAN ACCESS MUST BE MAINTAINED. 4. EXCAVATION AND DISPOSAL OF CONTAMINATED SOILS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS, SEE SITE PREPARATION AND TESC PLANS, SHEETS 69 -79, FOR APPROXIMATE CONTAMINATED SOIL LIMITS. 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHT 26. TYPICAL JOINT UTILITY TRENCH SECTION NTS MINIMUM CASING CONDUIT SIZING AND COLD BENDING RADIUS FOR PE PIPE APPLIES TO BID ITEMS "INSTALL _" DIAMETER CONDUIT -PSE GAS" LINE SIZE (DIA.) CASING CONDUIT SIZE (DIA.) MIN. LONG -TERM BEND RADIUS 2" 4" 5' -0" 4" 6" 9' -5" 6" 10" 13' -10" APPROXIMATE EXTENTS OF CONDUIT INSTALLATION FOR PSE GAS APPLIES TO BID ITEMS "INSTALL -" DIAMETER CONDUIT -PSE GAS" APPROXIMATE BEGINNING STATION APPROXIMATE ENDING STATION SIZE CONDUIT IN /OUT DESIGNA11ON 12 +20, 55' LT 22 +10, 80' LT 10" 1g 22 +85, 60' LT 23 +50, 160' RT 6" 2g 22 +10, 80' LT 26 +10, 62' LT 4" 3g 34 +00, 27' LT 45 +75, 60' LT 6" 4g CURB EAST GUTTER PROFILE OR WEST GUTTER PROFILE AS SHOWN ON JOINT TRENCH PROFILE SHTS. —\ PLANTER SIDEWALK 2% M o + w o °OC) o O CONDUIT BANK LOCATION VARIES NOTES: SEE JOINT UTILITY TRENCH PLANS 1. MAINTAIN 3' MIN COVER FROM FINISHED GRADE SURFACE ABOVE CONDUIT. 2. EAST GUTTER PROFILE AND WEST GUTTER PROFILE IS SHOWN ON JOINT UTILITY TRENCH PROFILE FOR REFERENCE. TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION NTS T= 3430114 a z m a a L , m � Oa uu A 71 I� a 1 F o w N O auu ii uu II ygGIAC0 11 -14 -11 sosw WA s92 - 'a zoszo e� 0 F' 1STE 4' TONAL SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD cHECKBY: JLF PROJ MGR: JF FILE: 06550JUT02.dwg Kp� 7539tl� Avenue N 2502 Jefferson Avenue BID Seade,WA98109 Taoonna,WA98402 DOCUMENTS (206)2861640 (253)627 -0720 xwwkpg,cd m Al CITY OF RENTON Public Works Department APP FOR CONSTRUCTION BY : DATE: i161= RAINIER AVENUES SR 167 ( > S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH DETAILS DRAWING NO. 74 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 174 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z m a a L , m � Oa uu A 71 I� a 1 F o w N O I 0 Y TRENCH SECTION Al NTS 7T�'T wd' 3 O d N CL 7p 8p 9p 10p N F°J Y I Z N H � Q Z U W 0 U U 7c O 8c 5q TRENCH SECTION C2 NTS o_ I N Q U' CL 1g �j �\/T TRENCH SECTION B1 NTS T TRENCH SECTION D1 NTS TRENCH SECTION C1 NTS TRENCH SECTION D2 NTS T- 3430115 11 -14-11 SURVEYED: KPG OS4'4�GwAyO�y DRAWN BY: SOD Kp� Al �- CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 175 _ o2N' DESIGN BY: SOD 7539th AvenueN 2502 Jefferson Avenue BID `I` Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y CHECKBY: JLF SesWe,WA98109 Tacom INA98402 JOINT UTILITY TRENCH SECTIONS FEDAIDNO- - CM01671046) ,p 20320 �, DOCUMENTS APPR ED FOR CONSTRUCTION PROJ MGR: JF (� 281 }1640 (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE ANAL FILE: 0655DJUT02.dwg BY: DATE :/L SHEET NO. 175 OF 304 a z �y <� M �O � W o W N O Z 0 r. ih � M � N I N Q Y U Z 0 OU M CL W CL 7c U 9P 8c gq 12 10P 9c 10q TRENCH SECTION D3 NTS Nz I � r7 � z Y O N � d ~ (n w Q W d U O U 15p 13c 14q 15q 16p 17p 12c � 14c 16q 17q TRENCH SECTION E2 NTS I N Q U w N CL 3g /,T \j </x I O to N d U d 7p 6q 7q 8p 11p Sq 11q 2g C-4 3 O d w N CL TRENCH SECTION D4 NTS 13 14q IS 17p ( t6q 13 TRENCH SECTION E3 NTS TRENCH SECTION E1 NTS I N � I d W3 O CL N U w U O V) Y M ? I SECTION E4 N � H Q W U 0 U O 13 14q IS 17p ( t6q 13 TRENCH SECTION E3 NTS TRENCH SECTION E1 NTS ak T- 3430116 I1-W1 SURVEYED: KPG CITY OF RENTON 64'4N Own CO9 DRAWN BY: SOD Kp� Al >} RAINIER AVENUES (SR 167) DRAWING NO. 176 �o " 92 BID 'WL S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: SOD Public Works Department 753901 Avenue N 2502 Jefferson Avenue a y CHECKBY: JLF Seatle,WA98109 Taconua,WA98402 DOCUMENTS JOINT UTILITY TRENCH SECTIONS DATE: AID NO. -C NOV 011 '? zWe �wm (206)286.1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: OV 2011 F ,Q AL PROJ MGR: JF wwwkpgeenl /„ SHEET NO. 176 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUT02.dwg BY: DATE: / !�'(� a 'z �y h �O y.v. .p �n N U a .p 4 W 0 N O -j I N � I Y °P7 Z I � W3 O CL N U w U O V) U 19q 20p ig 20q TRENCH SECTION E4 ak T- 3430116 I1-W1 SURVEYED: KPG CITY OF RENTON 64'4N Own CO9 DRAWN BY: SOD Kp� Al >} RAINIER AVENUES (SR 167) DRAWING NO. 176 �o " 92 BID 'WL S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: SOD Public Works Department 753901 Avenue N 2502 Jefferson Avenue a y CHECKBY: JLF Seatle,WA98109 Taconua,WA98402 DOCUMENTS JOINT UTILITY TRENCH SECTIONS DATE: AID NO. -C NOV 011 '? zWe �wm (206)286.1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: OV 2011 F ,Q AL PROJ MGR: JF wwwkpgeenl /„ SHEET NO. 176 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUT02.dwg BY: DATE: / !�'(� a 'z �y h �O y.v. .p �n N U a .p 4 W 0 N O -j 0 N O u7 U 0 c U o+ �3 0 Z c� N w 0 / a 0 0 z 0 z w U w 0 O i TRENCH SECTION F1 NTS \�\ \7l, - - - \ \� \�7 � I �I N Y d' Z O M CL � I w C L U 0 18p 19p 19q o 21p 22p 20q 18 TRENCH SECTION F5 NTS T TRENCH SECTION F2 NTS TRENCH SECTION F6 NTS 17\-7 TT C%j 3 O d N CL 26p 27p X j� � � M I � Y Z N > U O W Z U IL 15 22p 18q 16 17 TRENCH SECTION F3 NTS N I a N M Y N Z H Q U Z � w 22c ®21q 3 ® 22q TRENCH SECTION G1 NTS I a W N O_ 4g \ \/ I N N Y clam Z_ 3 O CL W Z CL U 24p 16q 25p 17q TRENCH SECTION F4 NTS TRENCH SECTION G2 NTS T- 3430111 a z m a a n �O �N =n N a o -aC O N O c -3 X41; GIACO tt -tart oS wA s, y — o �' 'A 20320 w`r }� FlOxa� SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BY: JLF PRaMGR: JF FILE: 0655DJUT02.dwg �� k 75391hAvenueN 2502JefiersonAvenue BID Seatle,WA98109 Tacoma,WA9902 DOCUMENTS (20612pg.com0 (253)627 -0120 www'kpg'com d8 - CITY OF FENTON � Public Works Department APPROV FOR CONSTRUCTION BY: DATE: / /��� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH SECTIONS DRAWING NO. 177 PROJECT NO. TED403430 DADAID NO. - CMO16011 DATE: NOV 2017 SHEET NO. 177 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z m a a n �O �N =n N a o -aC O N O c -3 i7 0 a Y I M I� Y a M Z H r> Q K U U O CL U V) 21q rZ w 26p © 22q � 27p 30p � 23q 4g TRENCH SECTION G3 NTS iii T I TRENCH SECTION G6 NTS \/, 7F TRENCH SECTION G4 NTS TRENCH SECTION H1 NTS f0 I Q c� w fn d ■ Ix \\ ' \ a ? I� � N Z U F I C) < N U � d O W U U w 26p 30 24q a 27p 32p 1c 25q O TRENCH SECTION G5 NTS G I M Y Z cV w Li.l O d V) e M N Z N U Q M 24q 34p U � 25q 35p 31 26q TRENCH SECTION H1 NTS f0 I Q c� w fn d ■ Ix \\ ' \ a ? I� � N Z U F I C) < N U � d O W U U w 26p 30 24q a 27p 32p 1c 25q O TRENCH SECTION G5 NTS G I M Y Z N � U a K I1 N z N U a o 24q a 44p U � 25q 45p 33 26q TRENCH SECTION H2 NTS I CDI a N rz EO T- 3430118 » -�4n SURVEYED: KPG yoS4'4X GwA C0892 DRAWN BY: SOD Kp� & '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 178 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: SOD 7539th AvenueN 2502Jefierson Avenue BID Public Works Department y CHECK BY: JLF SeaNe,WA98109 Tacoma,WA98402 DOCUMENTS JOINT UTILITY TRENCH SECTIONS FED AID NO. - CM0167(048) '? 20320 y`� APP FOR CONSTRUCTION PROJ MGR: JF (286 -1640 (253) 627 -0120 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE OVAL FILE: 0655DJUT02.dwg BY: DATE: /L SHEET NO. 178 OF 304 a a z `n. H n ti �O `J v � I � y n a -C w D 0 O ti O N v� O N 3 F 0 u� U O C 0 rn 3 0 Z N W Q W� �\! 1 Rr -lV%j l JGV I IVIY 11 NTS 7 \�\ 1 RGIY VfI JCM I IVIY J 1 NTS 1 RCIYVYI JCV I IVIY IL NTS 1 RGI\Vfl JCV I IVIY JL NTS TRENCH SECTION 13 NTS 7,7- a w n. ■ \7\ 1RCI14VI7 JCl+i1V1V 14 NTS N I N M st M N cn Y O Q Z d U o z S 45 U 40p 44 32q 41p 42p 43 31q TRENCH SECTION J3 NTS T- 3430119 N V) d 4g 11 -Wl SURVEYED: KPG Os4> -Ay °By DRAWN BY: SOD Kp� CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 79 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 S _ o��%' DESIGN BY: SOD BID Public Works Department 7539tAvenueN 2502 Jefferson Avenue FED AID NO. -CM0167(048) h CHECKBY: JLF SeaOe,WA98109 Taooma,wA96402 DOCUMENTS JOINT UTILITY TRENCH SECTIONS ? 20320 e¢, (2061286 -1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2017 ,n rsrs 1.$ PROD MGR: JF '2oxAC' www.kpg.00m BY: DATE: /�G SHEET NO. 179 OF 304 NUMBER REVISION DESCRIPTION BV APP. DATE FILE: 0655DJUT02.dwg a N I � N N L.1 M I N < U Y Z Y j � Z O � w U 39c U nN. 38p 37 29q 39p ®g 30q TRENCH SECTION 13 NTS 7,7- a w n. ■ \7\ 1RCI14VI7 JCl+i1V1V 14 NTS N I N M st M N cn Y O Q Z d U o z S 45 U 40p 44 32q 41p 42p 43 31q TRENCH SECTION J3 NTS T- 3430119 N V) d 4g 11 -Wl SURVEYED: KPG Os4> -Ay °By DRAWN BY: SOD Kp� CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 79 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 S _ o��%' DESIGN BY: SOD BID Public Works Department 7539tAvenueN 2502 Jefferson Avenue FED AID NO. -CM0167(048) h CHECKBY: JLF SeaOe,WA98109 Taooma,wA96402 DOCUMENTS JOINT UTILITY TRENCH SECTIONS ? 20320 e¢, (2061286 -1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2017 ,n rsrs 1.$ PROD MGR: JF '2oxAC' www.kpg.00m BY: DATE: /�G SHEET NO. 179 OF 304 NUMBER REVISION DESCRIPTION BV APP. DATE FILE: 0655DJUT02.dwg a z bya m �O .yam G � Cam+ r/J r D U � O O N a Y Z o° 00 �v hQ J v \ 1182305 -9212 \C 30 +16.42 4g JutIO.11 30 +32.52 30 +95.48 78.69' LL 86.25' LT 72.43' LT 0 C51 30 +32.05 30 +94.95 CS\ \ _ 74.25' LT 64.42 LT C52 30 +82.91 64.42' LT w 30 +00 39 182305 -9069 31 +15.72 72.43' LT I I31 +46.18 80.89' LT 31 +45.06 I64.42' LT \J +f 30 +82.73 I 60.43' LT 60.42' LT I 00 m ° r7 it RD ESMT NO. 5175170 I I I - -�I 15 I 40 182305 -9052 32 +44.95 I 82305 -9157 -- -r I h �Q a 31 +00 I N,17' 36' 48" W CONST. CL 29 +26.12 P.T. R.O.W. CL 66.58' RT - _ 30 +77.92, 18.77' RT \ \ 29 +35.06 29 +83.08 0 \ 66.44' RT 65.68' RT C96 /29 +26.16 ` 29 +35.10 _ 70.58' RT 70.44' RT 29 +06.29 I 74.87' RT \0i RT LJTUJ.LU / 12 74.68' RT 182305 -9135 29 +89.96 i cr_cmn bb.U/ KI 62.00' RTI 30 +76.83 30 +90.15 62.07' RT 63.50' RT _ 29 +92.07 30 +39.10 C55 - -- 63.54' RT 70.74' RT C56 C57 30 +76.95 29 +90.69 30 +39.19 13 70.07 RT / 74.56' RT 77.74' RT 182305 -9138 30 +89.88 7n nn' BT EXISTING PROPERTY LINE - - - - EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE --- - - - - -- PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE 50' EXISTING RIGHT OF WAY WIDTH 30 +89.82 - -- 63.40' LT -- 32 +44.95 �I 59.40' LT -- -- -- - -- --- 32 +44.59 55.00' LT / - J N 19' 56' 45" W ROW CL RAINIER AVE $ 31 +01.21 14 \ 182305 -9266 PLAN SCALE: 1" = 20' 31 +40.20 31 +39.96 31 +00.21 \�31 +39.95 0 5 10 20 40 SCALE IN FEET 69.50' RT 31 +39.86 71.50' RT C 15 182305 -9052 33 +00 I p 32 +41.17 I M 44.00' RT - - - 32 +40.33 62.68' RT _ ----------------- _ 32 +80.77 - - - - - -- 55.00' RT 32 +40.22 65.15' RT I I 16 32 +38.95 I I 922890 -0065 96.65' RT OWNERSHIPS W, I-- U-1 U-1 M V) 0 LO w z J x a CURVE TABLE CURVE RD ESMT W. 5175170 RADIUS un o / 439.80' 141.49' C50 / 459.54' C3 C51 I w z x 711'34" 443.80' 55.71' C53 7'46'46" a F o 3'51'21" 568.50' 38.26' C55 9'47'20" 558.50' 95.42' C56 - J N 19' 56' 45" W ROW CL RAINIER AVE $ 31 +01.21 14 \ 182305 -9266 PLAN SCALE: 1" = 20' 31 +40.20 31 +39.96 31 +00.21 \�31 +39.95 0 5 10 20 40 SCALE IN FEET 69.50' RT 31 +39.86 71.50' RT C 15 182305 -9052 33 +00 I p 32 +41.17 I M 44.00' RT - - - 32 +40.33 62.68' RT _ ----------------- _ 32 +80.77 - - - - - -- 55.00' RT 32 +40.22 65.15' RT I I 16 32 +38.95 I I 922890 -0065 96.65' RT OWNERSHIPS W, I-- U-1 U-1 M V) 0 LO w z J x a CURVE TABLE CURVE DELTA RADIUS LENGTH C49 18'25'58" 439.80' 141.49' C50 34'29'09" 459.54' 276.59' C51 1'46'04" 431.80' 13.32' C52 711'34" 443.80' 55.71' C53 7'46'46" 560.50' 76.10' C54 3'51'21" 568.50' 38.26' C55 9'47'20" 558.50' 95.42' C56 5'39'36" 573.50' 56.65' C57 4'22'04" 566.50' 43.19' C93 5'49'07" 575.50' 58.44' C96 5'33'31" 560.50' 54.38' NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT 12 MOFFATT, ROBERT L. 182305 -9135 20,194 680 19,514 846 1,987 13 FRIEDMAN, HENRY AND SANDRA 182305 -9138 25,621 863 24,758 437 1,278 14 FRIEDMAN, HENRY AND SANDRA 182305 -9266 17,574 756 16,818 299 161 15 BNSF 182305 -9052 512,700* 1,606 - i6 DSB INVESTMENTS, LLC 922890 -0065 8,485 724 7,761 1,818 5,942 38 CARS - DB4, LP 182305 -9212 SEE SHEET 11 39 CARS - DB4, LP 182305 -9069 12,440 476 11,964 200 528 40 SOUTH LAKE VETERINARY VENTURE 182305 -9157 31,322 1,043 30,279 504 2,339 * AREA PER KING COUNTY ASSESSORS RECORDS. T- 343012 qJ'. ap•tvn's :`•:IO 11 -14 -n SURVEYED: KPG ;• H.H•. ry ��� & RAINIER AVENUE S (SR 167) DRAWING NO. DRAWN BY: KW CITY OF RENTON a; e rI( S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: RR - Public Works Department FED AID NO. - CM0167(048) 38015 7539M Avenue N 2502 Jefferson Avenue ��s'• ••°' CHECK BY: RR Sea81e,WA98109 Tacoma,WA98402 APPROVED FOR CONSTRUCTION RIGHT OF WAY PLANS DATE: NOV 2011 F ,qF o;'� PROJ MGR: JF (206)2861640 (253) 627 -0720 'rjfO .�LSTERf:•SJQ' www.kpg.com e� / NUMBER REVISION DESCRIPTION BV APP. DATE 'LAND FILE: 0655DROWOi.dwg BY:I�/Q DATE:, ° 0/ �y STA 29 +00 TO STA 33 +50 SHEET NO. 12 OF 304 a a z m a a n v Oa J ^ T a a < w j a Lp -c 0 N O c R _..._ . SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS WEST GUTTER LINE ............... ........... ......... SW GRADY_WY 69 ALIGNMENT PLAN ......... . _ ....................o .. DRAINAGE PLANS 104 DRAINAGE PROFILE 114 N 80 CL........... 146 80 ... .: ............................. .......... .. _.._.. .............................. ................................................................................................................................................................................................... . PROPERTY RESTORATION PLANS ..... CHANNEIJZATION & SIGNING PLAN ......... _ ..................... ... . ....... 60 282 ....... _ .............. ................. ..._ ....... . ................... 60 60 ............................... ...... ..... ... ..... ... ..... ...... ...... ............ .......... ............................... ..... ............................... ........... ............................... ... ......:............. ... .. .... ...... ......... _.. _ _ .... .. .. .. .. p — _ ............ ... .... w... ..�. ......... ' U O ... ..... ........ .... .. ................... :.............................. :.......... .. .........................:..... ..................... O ........... .......... .... .. .. .. .. N C) .. r7 N ....... ...........................:... _S: GL.........................:.. .............................:. N .. 3 . ... ..............................:............ ...................:........... ....................:.... ..... .. 0 GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179, 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE 60 MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430120 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS WEST GUTTER LINE SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 ............................... 80 WATER PROFILE 146 80 ... .: ............................. .......... .. _.._.. .............................. ................................................................................................................................................................................................... ............................. :._......................... PROPERTY RESTORATION PLANS . .. .;......_...................... CHANNEIJZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 ........... 282 ....... _ .............. ................. ..._ ....... . ................... 60 60 ............................... ...... ..... ... ..... ... ..... ...... ...... ............ .......... ............................... ..... ............................... ........... ............................... ... ......:............. ... .. .... ...... ........ .... .... ... .. .. .. ... .... ...... ... .. ... .. r.................................................... ................... :.............................. :.......... .........................:..... ........................ GRAD.Y..WY .................... .............. . .... ........... ... ... .......................... .. N C) ...........................:... _S: GL.........................:.. .............................:. ..............................:............ ...................:........... ....................:.... . .. .. .. .. .. ... .... . ..... .. .... .... .... ... ... .. _.. _... .... .... w 40 3 _. . ............................... ........ ..... I.................... ....... ............................. ............ ............................... ..............1................ .. ............. I ........ I ... . s40 .......................................................:.................................................:.................................................:............................................ .......... _ ............... ........................... EXISIING' GRODND ........................ ......_........ ................... ............. AT TERLINE . DEN .....I.. .. _... .. o .... - — - ........ ..........._ ...... — - — — — — — — — — — — — — — — — — —..t - ...... —..... ........................ _.........I — — — — — — — = — — ._ — ._ — — — — — — — ..... .................. `' :' EAST GUTTER PROFlCE 0 - — .................... ......................... = _ ............................._...... ............................... _....................... ..........................:.... _.. ...._..._. 20 C....... .......... ............................... .. .... ....... .. ....... ............................. ............................... ....... v............................ 20 ......................... ............................... ............................... ............ ............................... ........... ............................... ............ ............................... ............. �..... ... 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Nw .... ............................... .. .......... ............................ o ........... ......... . ..................... a .... ...._._._ .............. _......._.._..... 0 .............................. : ........................... .......................10...... ........... ......... ............................... 11 ............................................................ ............................... 12 ...... o....................................:............................................................................................................................ 8 9 EAST GUTTER LINE 0 gGIAC 08,9 11 -14n1 SURVEYED: KPG Kp� F'y '} CITY OF RENTON SO54,4 WA �+ DRAWN BY: SOD BID I D .JL Public Works Department Fo i DESIGN BY: SOD 753%AvenueN 2502JefiewAvenue w CHECK BY: NJD Seattle,WA 98109 Tacoma, WA98402 DOCUMENTS APPR V FOR CONSTRUCTION o '� 20320 w� MGR: JF (206)286-1640 (253) 627 -0720 / �Z rr j ,n rsrEe l.$0 `YONAL �1'�' PROJ vwnv.kpg.(Orn BY: DATE: FILE: 0655DJUTPRF01.dwg Y NUMBER REVISION DESCRIPTION BY APP. DATE 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430120 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 195 CHANNEIJZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 8 +00 TO STA 12 +00 DRAWING NO. 180 PROJECT NO. TED403430 FED AID NO. - CM0167 046) DATE: NOV 2011 SHEET NO. 180 OF 304 z �y m NO `J ✓J c+ � n fn o Y t o W o W i 7 I� O d .o 0 z 0 z w i U w O 80 .................................... SHEET RIGHT OF WAY PLANS ............................... EXISTING CONDITIONS 56 SITE PREPARA11ON & TESC PLAN 70 ALIGNMENT PLAN 80 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 ... ............................... 147 JOINT UTILITY TRENCH PLAN GENERAL JOINT TRENCH PROFILE NOTES JOINT UTILITY TRENCH PROFILES — PROPERTY RESTORATION PLANS 196 .. _.... ....... ...... ....... .... .... .... _ ... ILLUMINATION PLANS 229 IRRIGATION PLAN 283 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FO R 295 .... _ .............................:..............................: ..............................: APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS ............. ............. : .............................. ............................. ... ..... ..... ........ ............. ............ ................... : .............................. ..............................: 164 -179. ...... ................. _ ..t........ ..... ... ............................ ........ _ ...... ..... _ ...,.. _ .......... . _ . ...... _ .: ..... ...... .. .... ..................4--- .............. ..... ......: _ ....... ...... .............................. _ . ............. ...: 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ....... ............................... ... . ....... ... .... ............. --- ........ ....... ............... ........ ADJUST THE PROFILE AS NECESSARY TO AVOID C CONFLICTS 60 ................. :........... :�............... ....... ... WITH EXISTING AND PROPOSED UTILITIES , WHILE ........ ......... ....................... ............ :............................. ........................... ........ ......................... . ..................................................................................................:.. ..............................Y.............. ........ ............................... 60 ....... MAINTAINING 3 " MINIMUM COVER OVER CONDUI TS TS A ND 12 z w .. ...... MINIMUM VERTICAL CLEARANCE BETWEEN z z w UNDERGROUND UTILITIES. THE CONTRACTOR SHALL w ..... "" ... � VERTICALLY TRANSITION THE TRENCH DEPTH BY . w ........ w .......: .. ..... ......... ......... — ... ...... ..... ........ ...... ..... i ..... .... ... ... .... m ..... ... DEFLECTING 0 S PER THE :w ... ............� ............ ..........................:..cn a .........................:............................. ............................... ...... """"" ...w n ... "" """"� ' " ' FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT .... .. Y ..... " ' ...... UTILITY TRENCH TRANSITION DETAIL, SHEET 174 IL S CD .. � .... .. ..................... ... ...................... ..:.. �.. .........w .... ..O . Y .. ............. :x w ... ............ X .......:. ........:.. X ...... ........................:...... ............... .. ........ ...w.. — .............. .... ... .. Z......... _ X .. .... ..... LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 ... ............ ...... ............................... ....................... �.. .............. — _ ....... .: 4 APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING .....................:................................................:......................................................................... .........................:....w . .. BEFORE EXCAVATION. a .... 3 9 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW .... WEST GUTTER PR.OFI.LE: EXISTING GROUND ..... ................_ X , , , , , , , .... , , , , , , , ' CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL . ..... .............. .......:.... ............................... ..........................:.. ...... ......................:........ AT. CENTERLINE.. :.............................. . ......... , , ..............: NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS — — — — ..... .. COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN . — - - -: R ...... ... ..........:.................... — — ............................ ABANDON EXISTING FACILITIES NO LONGER IN USE. .......... . ............ . ............... I ....... JOINT U1ICITY'TRENCH 20 CONDUIT BANK ...... .............................. ........................... .................... _...... _............ ,. s 20 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER E .............................. : ........... ................... ...................... ................ .........................:. .............................. . PROFI LE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE ' . .... ......... . ...........:................... .... ............. ...... ....... 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT :...... ......... ..— — ......:....... ........... .;............. _ ................: .............................. E ................. .......:........... ......... ......5 .......................... .. .......... ..... UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174 AIL, S ........ :.............................. .............................. :........................... ...:..............................:...................... :........... ....... ...........:............................ .........:.............. ... ......................... .............. ..: ......... ...... ............. .0 ...... :............................... 12 13 14 15 WEST GUTTER LINE EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430121 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARA11ON & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES — PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 11-14-11 SURVEYED: KPG yO9F'4�Gwq y °By2 DRAWN BY: SOD Kp1, CITY OF PENTON RAINIER AVENUES (SR 167) DRAWING NO. 81 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $'4 DESIGN BY: SOD 7539th AvmueN 2502 Jefferson Avenue BID Public Works Department FED AID NO. - CM0167(048) y — CHECK BY: NJD Seatie,WA98109 Taoona,09M DOCUMENTS ? q 20320 y� APPROV FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILES ,n crsree 1,Z0 PROJ MGR: JF (206) 266.1640 (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE vows. FILE: 0655DJUTPRF01.dwg wwwkpgoom BY: DATE: // /L STA 12 +00 TO STA 15 +50 SHEET NO. 181 OF 304 `z a n � O G v n� yT � N a I� > O ^C w a N O c O N 3 0 it d 0 u7 i L U i 3 0 0 i z c� w i a 0 i z 0 z w U 0 0 i 80 ........ ....:. __...._.. .............. ....................: _ . ................ ..............:..—.........—.... .... ....... :............. .................. : ........... ................. :.............................. :............................ ......... ....................................... ... ............. :.............................: :...................... ........:..............................:........ — ... ..................:................. .............. : ............................... ............................... 80 . ..: :................ .............. :........................................................................... ................... :.............................. ............................ .......................................................... ..................................... 60 : .............................. : ..............................................................:...............................:.............................. :.............................. :.............................................................................................. . :............................... :........................... .................................... ........................ .......: ..............................: ................................................................................. ................: ..............................: SITE PREPARATION & TESC PLAN 60 :......................................................................................... .....................................:.............................. :.. ............................:.. ................. ......... ..:...................................................... ........:........... ............................ .................. ......... ........................... ............................ :..............................:..................................... ............................... ...................................................................................................................................... 80 ..............: ..............: ............ ............... 95 DRAINAGE PLANS ... ....... ... :.... ....... ......... ......... ....... ......... ............:...... ............................ s .. ............. _........ ............ ...... ................. GENERAL JOINT TRENCH PROFILE NOTES N .. ........ - _._... :.............................. ........................................ ......................:........ ww w. _ .......... ............. ......... ................... ...... _ _ ..... .... ....._...... .................................... _ ..................... .............................. .... .............................. AT CENTERLINE .............. ............................... 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR .......... _ ............ ......... ............... . _ ..... ... ................ _ . . ........ ..:...... ..................... ................ ......... _ .....................: ...... ...... _ . .......... ...... ... ... ... ... _ .......: ........ .. .... APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS ......................................... ............ .: 20 ............................ ............................... ...... ..................... :................................................... .................... ....................... :............................... :............................................................. ................ ....... . ..... ...... ... ....... .. ..... . .............. ...... ...:......... ...... ............ .: ................ .............. : 164 -179. ... ......... ...... .... ......... .............. -. ...... ......... ......... .... .. ...................... ..:.............. ..... ......... ......... ....... .......... ............ ...... ...............:. .... ......... ......... ...... ......... .......... ................... '.. .........: .. ....... ................. ..:...... ............................ . 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE . Z...... ..... ......... [..... ......... ......... ...... .......... .................. .................... ...... ......... ......... ........... ...... ..: ...................... ..... ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS Y HARDIE. AVE . SW ........................................... ............................... ...........:......................... .....:......................... M ............. .. WITH EXISTING AND PROPOSED UTILITIES WHILE 60 .... ............................... w _.................:............................................... CL................................................:.................................................:...................................................................................................:......... ............................... ........................................................:............................. u 60 ....................:.......... MAINTAINING 36 MINIMUM COVER OVER CONDUITS AND 72 w .. MINIMUM VERTICAL CLEARANCE BETWEEN OTHER Y . o �... .. �.... UNDERGROUND UTILITIES. THE CONTRACTOR SHALL E............� ... Q........ :.................................................... ... ... ....:.............................. ............................... :............................. ..................: ^._ °... ............................... ............................ VERTICALLY TRANSITION THE TRENCH DEPTH BY ............ w .. .... ............. ...................................................... ............................... :.................... ..........:............... ..... •... ........... ......... .... ............................. DEFLECTING JOINTS OR INSTALLING BENDS PER THE o..........:.............................................................................................:..............................:.......................... .....:.....................`'.. 0....:............................... :.............................. FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT 3 ..� c ........ .............................................................. ............................... ............................. . :............................. ` °.. ............................ .......... ..................... UTILITY TRENCH TRANSITION DETAIL, SHEET 174. ..............� ..N. N........:. ...........................................................................................:. .............................:. ...................... -... .......................i...�... ............................ ............................ w ..w. W........ M ........................................................... ............................... s .................. .. ........... ............ .............. . . o.. w... ............................... 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 ........................... v,...... 40 APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING ....... ............................... . w .... i .... ... ............................... BEFORE EXCAVATION. 0 " "' ....... .. .............. ................. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW 31 CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL ............ .......................EXISTING GROUND 'AT' CENTERLINE ..................... .:. ..........................WES:T GUTTER PROFILE........................................................................... ............................... NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS .............. .. ... .......... M. .................. ..... ........ ... ...........................:............................... ...... . .... ........ ..... ...................................................................................................... ( Tn ?) ............................ :.............................. COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR - - — — — ABANDON EXISTING FACILITIES NO LONGER IN USE ........... ................:.............. ................... ................ 20. 5. COORDINATE JOINT UTILITY TRENCH PROFILE NTH WATER ................... ................... :................................................. ........ JQINT..U.TILI.TY.. TREN.. CH ....... :................................................. : ................................................. ....... .................... :................................. CONDUIT BANK ......... ..... ......... ......... ..... ......... ......... ..... ......... ........ ....... ......... ....... ........... .............. PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. ..............................................:...............................................................:............................................................ CONNECTIONTO 15 +6 c R SING ..................................................... ................................ .............................................................................................:.............................. .:............................. ..... .:...................I......... : ....................... 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT E... STA 15+60.99, ......... ......... SEE. PROFILE, SHT. 190 .................:... :..............................................................................................:..............................:...............................:..............................................................: ...:.... ........................5..... .......... ................... :.............................. . ........................:...... ......... ......... E...... :.............................................................: .................... .:....... ......... ......... :....... ....................: ............................... ....... ......... .........i.. .............................. ..............................: ...... ........... .......: UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. :.............................. :..............................:............................... 0 ........................................................... :............................... .:.. ................................................................................................. .............................................................. :..................I........... .............................................................. .:.............................. ..............................:..............................:.... : .................................... . ............ :........ ........... 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....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :... .................. _ _ ......_ _ ........ :.............................. :.............................. s...............................:........................ .......:..............................:................ :............................. .:............................. s...... .................. .............. ............... :..............................:.......................................................... .....:............................... ........ ....:. __...._.. .............. ....................: _ . ................ 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:.............................................................................................. . :............................... :........................... .................................... ........................ .......: ..............................: ................................................................................. ................: ..............................: SITE PREPARATION & TESC PLAN 60 :......................................................................................... .....................................:.............................. :.. ............................:.. ................. ......... ..:...................................................... ........:........... ............................ .................. ......... ........................... ............................ :..............................:..................................... ............................... 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AT CENTERLINE .............. ............................... ................................................ ....................................................... ........:............ 3 .......... ............................ _. ...... - — — ------------------ - ................... . ... . - ------------ — - .....................:................................... ...........................:... ..... .................... ..... .. .............. .................. ............................... ............ .: 20 ............................ ............................... ...... ........... ............................................. ............................... .................... "CONDUIT' BANK" 20 ................ ....... . ..... ...... ... ....... .. ..... . .............. ...... ...:......... ...... ............ .... ..... .... ...... ..CONNECTION. TO CENTURYLINK..V.AULT. (A5) . ......................... .. .............................. :............................... ............................................................... :..............................:..............................:...............................:........................ ....... ...................................................................................................................................................................................................: :.............................. .............................. .............. GONNECTION TO -PSE VAULT. ( R5).............. ............................... :........................ ......:..............................:.................. ........... ..:.......... ..................... : ..............................: ..............................: 0 .................. ............................... ............ ..............................1 ................................................................... .............................17 ................................................................... ..........:.......................................... ................................................................. .............................18 ..................................................... ............................... 0 0 15 +50 s 19 EAST GUTTER LINE 11 -14 -11 SURVEYED: KPG os�e�GWA �Ogy DRAWN BY: SOD KhG'r Al CITY OF F ENTON S o21 DESIGN BY: SOD — 76391hAvenueN 2502 Jefferson Avenue BID Public Works Department CHECK BY: NJD Seatlle,WA98109 Tacoma,WA98402 DOCUMENTS 2Usrva Qa+a (206)2861640 APPROV FOR CONSTRUCTION (253) 627 -0720 �'roxs� ��� PROJ MGR: JF vMM,kpg Wm BV: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg HORIZONTAL SCALE IN FEET VERT. SCALE-1/2 HORIZ. SCALE T- 3430122 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 15 +50 TO STA 20 +00 DRAWING NO. 182 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 182 OF 304 2 �y n a - O G N C D ' < • ` { w { Ct O y 0 3 a 80 1 ADDENDUM A SOD RIGHT OF WAY PLANS 12/1/11 EXISTING CONDITIONS gGIkC & art y 'p R zIM m� � TONAL 1�`tl SURVEYED: KPG DRAWN BV: SOD DESIGN BY: SOD CHECK BV: NJD PROJ MGR: JF FILE: 0655DJUTPRF01.dwg ��� R 7539th AvenueN 2502 Jefferson Avenue BID Seat6e,WA98109 Tacoma,WA98402 DOCUMENTS 206 286.1640 253 627 -0720 www.kpg.com ( I Al CITY OF RENTON MIL � Public Works Department APPROV D FOR CONSTRUCTION BY DATE:/ 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 NUMBER REVISION DESCRIPTION BY APP. DATE ... ..... ............................80. GENERAL JOINT TRENCH PROFILE NOTES .. ...... .. ................... .............. ...... ...... .......: 1 SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR R - ...... ......... ......... .. :. APPROXIMA TE PLAN LAYOUT AND DETAI LS , S HEETS .............................. :.............................. ..............................................................:. .............................:. ............................................. ............................... 164 -179. ... .............. ... ..... .. .... .Y.. ° .. ° ... 2 THE J01 N PROF SHOWN I APPROXIMATE. STO z ... ..... ...... ... ... ...... Y ... ... . .......... ADJUST THE PROFILE ASI NECESSARY AVOID CONFLICTS 60 z SW.71H ST .... W ... .... WITH EXISTING AND PROPOSED UTl CITIES, WHILE 4 ................ .....:.................... Y....... ... w..w .. CL .. w .... _ ... .. ..... .. ........... ..: .. n ........... ......................... ... ......... MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12° .. ....gM ..... In ....... . . _ ?. .. .. �. ... �..�..... .. .......... ...�..... ... ................ ............... �.... ........ ......... . . ..... MINIMUM VERTICAL CLEARANCE BETWEEN OTHER .. ....0^ —cam ... ... .......... ......... ...... ......... ..... .Y. z U..........w. — ....... Y .0..: ......0..�.....Y z ....... .. z ...0 ...... �....�...Y z .............. Y z Y z .Y... z ..... .. .. .. .. ..Y z .... Y UNDERGROUND UTILITIES. THE CONTRACTOR SHALL .. .....� .... w ........ .............................._ ......................�. o 0............... o . .Z ...�. .Y ... z {n .. ....�..........:.... ........� ... ...... e ...:.. .... Y z ................. ............. ..........:........ ' ... .. _ .. . VERTICALLY 1RANSI110N THE TRENCH DEPTH BY ............ J...... ............................... .......:.... cO................ C) ...40 . ... � ..................w...Z.. .. °...Z..z.....w......... ... w...Z..Rr.. �.. ...w....o .................w .. ........� .w ......... w..w...... DEFLECTING JOINTS OR INSTALLING BENDS PER THE N......... ........ ... w W ..........Q m ....... — .... W ... 0... ° ° .... w .........:. v O.. "� — w ............w . w ........ w .... ...... FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT w. _ ....... . ..... o w N. �..........: w .. w.. w 3 . N .... 3 ..... ...� ... W UTILITY TRENCH TRANSITION DETAIL, SHEET 174 AIL, $ �(n ... M ...... .... ......�. N.. ...oJ. ...... W...O..t,.�... N..N .....�... ... .�.. CV - O d ¢ O ... ..... O d: w.. ¢ .3 O .i1 ..... .. .. ..d .. O ' xtV W_ ....... ... WEST GUTTER. PROFILE.. a ..., ... x w x.. w x. w 7. x x.. w. ..x w x..x.. w w .x..... w w x w K.. o x w X w .x w x W d.. k'.. x.x w x x .. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 .... .. ...... TYP ..........................................................................................:... ( } ............................... W........................................................ N ..... < w w w 40 APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING ............... N �. ... .:............................. .. ..... .......................... ............... ........... ......................... ......... " " "' BEFORE EXCAVATION. .... .... .. .... ...... . .;.. ........................... ..... ..... .... ......... .. .... ..... ......... ..... ...... ..... ... .... .... .. 4 CONTRACTOR SHALL SEQUENCE WORK TO ALLOW :.... ............................... ............................ ............................: CONTINUED OPERATION OF ALL EXISTING UTILITIES UN UNTIL ......... .... .......... .:.............................. ............... ...............:............... .............. . . .. . . . ............. NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS .......... ..... ........... :.............. ...... ..... .. ......... COMPLETED, TE TESTED, APPROVED BY UTILITY OWNERS AND :.............. .. FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE 0 R ........ ........ ......... ...............:.. ............ .... ABANDON EXISTING FACILITIES NO LONGER IN USE 20 ........:........................................................................ ..................... _ ...... _.. ...... .........:.. .. - - - -- . ............. ............................................................................................ .................._... ............. I............. 20 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER ............................... ............................... ............ ............... LE, S PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE JOINT UTILITY.' TRENCH EXISTING GROUND :' . "' CONDUIT BANK AT CENTERLINE 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT CO NECTION ................... ............................ TO. STA .21 +.00. CROSSING ............. ....:..... ................: .......................... ............................... ..... .. ............................... .. ......................... ..... .........:......... ............... ...........:........ .....................: P.EA. GRAVEL. AND. PERFORATED. PIPE UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. AIL, S STA. 21 ±0.3..27.. $.E.E..PROFILE, . $H.T .1. 0 .......... ................:. .................... ......:........................ ...................... ARE. ANTICIPATED. .. APPROX...7'. BELOW . Q .................... ...:.. ......... ......... ......... . ... ....... ... ... .. .. ....... ..... .... . GROUND. SURFACE.FROM. 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SCALE =1 2 HORIZ, SCALE T- 3430123 CORRESPONDING SHEETS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 20 +00 TO STA 24 +50 183 CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 20 +00 TO STA 24 +50 z a �O Uv NC) r -C O W N O 183 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 183 OF 304 z a �O Uv NC) r -C O W N O 80 .......................................................................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS ............................... SITE PREPARATION & TESC PLAN 8.0. so.......... ............................... ........................ ............................... .....................1111...... - - - -- - 80 GENERAL JOINT TRENCH PROFILE NOTES DRAINAGE PLANS 108 DRAINAGE PROFILE _:........,,, . .. ... ... ......... 1111. .... ... ..1111 _ ..............................:. ..............................' ... ... ....................... ... ... ... ..... .. 168 ... ... ... .. ..... ..... - 1 R . SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR 199 ........ ........ .... .. ...... ............... ........ .. .. ....... N 232 IRRIGATION PLAN 286 ..... .....:......................... ;1111 ................ 1111. .................. ..�.. ' APPROXIMATE LS, S TE PLAN LAYOUT AND DETAILS, SHEETS .... y .......... ........ :........ .. ........ ..,, ............................................................................................. ........................ .............................. ................... ....... ............................... ........................... ............................... .. ;1111. a a Y� .........o............ ...........� .. .....................0 1111 ... .. Q ................ O 164 -179. .......................... Z . :.............................. ............ ....................................................................................................... ............................... .....— ........ ......... 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CONTRACTOR TO VERIFY BY POTHOLING ........................................................................................... .......... ...,................. ... ... ............... ............................. ................... ................................................. ................. ........ ... ......... 40 ............................... ....... BEFORE EXCAVATION. .... .... N w........ ........... WEST GUTTER PROFILE .. EXISTING GROUND . ................ ... 4 CONTRACTOR SHALL SEQUENCE WORK TO ALLOW AT CENTERLINI " " "' "' "" UNTIL CONTINUED OPERATION OF ALL EXISTING UTILITIES UN ......... NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS ....................... ........................... ........................ ................ ..... ..... ...... ..... .............. ............ .......................... ...................... ........... ............................ COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND .... .......... ........ ......... .............. FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR " —'— ` — — —'— mm — — — "—' — ABANDON EXISTING FACILITIES NO LONGER IN USE 20 " " " "" . ..:. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER ................ ' ' ' ' "' "'" "" " " " " "" ................... ............................... ... ....................... .....:........................ ........................:...... 1111 """"' """' - PROFILE, SHEETS 146-159 AND STORM DRAINAGE PROFILE JOINT UTILITY TRENCH ....................................... ............:.................. ........... 1111 :......... CONDUIT: BANK .........................:..............................:........................... t ............................... ............................... . ...:... ........ ...................:........... 6 FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT .................... :.............................. .................. ............:............................... .............................. .... 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SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS ............................... SITE PREPARATION & TESC PLAN 8.0. so.......... ............................... 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 60. . .. ... ... ......... 1111. .... ... ..1111 _ ..............................:. ..............................' ... ... ....................... ... ... ... ..... ................... 168 1111 —. - PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 N 232 IRRIGATION PLAN 286 ..............................:...............................:...............................'...............................:......................... .....:......................... 11:11 1111 ... ................... .w .................. ..�.. 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GROUND AT CENTERLINE ......................... .... ......: .. 1111._ .. 1111 ..:. ........ ......... ..s...... _ ... .1...:............ _ ............. ... ............................... :.............................. .............................................................. .... ......... ........ ... ......................... .................... ............ _.. _ 1111.. :.............................. :............................... .... .. ... ....... ..:....111.......1 .......I.. _ ... ......... _ ......... ......... ..............................................................: ..... ... ............ .. . ...... ........... 1111.... _ .. . _ 1111... .:...... ..............................: .... 1111.............. ... ...... 1111: :............. ................. :............................. .:............... ................:...............................:................... ......... 1111... ........ ........................................ ............................... .... ......:. ......... .............. ................... .....:...._.__.............. ......:........................ .............................. ..... .......1.......111 ...._ . o ........:.................................................:..................................................................................................:..................................................................................................:..................................................................................................:....... ...........:..............................:........................ ........................ ... .... ......... ...1:111. ......... ......... ..... ......... ......... 1111..... ..... ......... ......... .......:............................... ....... ......... ........... ....... ......... ....111....1....... ............................ ............................... ......................................... : ............................... .:...... :.............................. ....................... .......................E 0 24 +50 25 26 27 28 ............................... 29 EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE i- 3430124 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 GIAC 11-1011 SURVEYED: KPG Al AINIER AVENUES SR 167 DRAWING NO. 184 OS4'4� wn OB.y DRAWN BY: SOD � '} CITY OF FENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 KPGr 1 � � DESIGN BY: SOD BID Public Woks Department y - 1539tllAvenueN 2502 Jefferson Avenue CHECK BV: NJD SeaPoe,WA98109 Taconla,WAI)W2 DOCUMENTS JOINT UTILITY TRENCH PROFILES FED AID NO. - CM0167(048) 20320 TFR ��r (206126 &1640 APPROV D FOR CONSTRUCTION DATE: NOV 2011 �� PROJ MGR: JF (2531627 -0720 ''/ vOmn www.kpg.cum BY: DATE: //�y STA 24 +50 TO STA 29 +00 SHEET NO. 184 OF 3D4 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg � �2 a z my m �O ro G n N -C A D v � 9 0 o O N 80 ...................................................................................................................................................................................... ........................................................................................................................................................................................................ 12 ..... .. _....,.......... ;_.._ ................. .......... _. .......... .......;......_................ .... ......._......._............... :............................................................... ......... .................. ........ .................. ........ .- .................... ................ ...... .................. ....................... ..............................: .............................. ...................I........... . :.............................: ............................. .............................. 8.. ............................... 98 .................................. 109 ....................... I.................................................:................................................. I.................................................:..................................................................................................:.................................................:....................... WATER PLAN 137 8o G ENE RAL JOINT TRENCH PROFILE NOTES _ ........... .... .... .. - PROPERTY RESTORATION PLANS ..... _.. 222 _ 233 :................ ... ............. .. ........................., 299 :,.,............ ... ....,.... ..... ........................... ........ .................... 1. R ................ ............ .... ........ ........... ... ..... ......... ............ ..... ..... ......... .. ..... ................ .. .. .... :............... ......... .. .... .. ...... 11 ..... ... :. .... ... ... .:.� APPROXIMATE LS S PLAN LAYOUT AND DETAILS, SHEETS Y .... ............................ .... ..... ..... .... ... ... o ..... .... ... ....... ......... ..... ..... ............... ... ..... ..... .... ..... ..... .. .... .... ... .............................. 40 :........................ O N .........— N..... 164 -179 ............... ............ ................................................................. ... .... ... .. ..... ........ ......... ..... .. . ....... .............. 40 z..... U .............................:. w �.......... .................... ...................... n. ^ ........................ ��Fp .... 0 . ...... ..................... ...... ..........._..._ t1- �........... ....... ..... _ Q 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. - ............ .................. ,� w . w ......... .. ........:. mg ......................... ..................... Q ... - ... ................. ....................... .. w .............. ........ .......: ........... w.................: .. .... . N ........... _ N.................... ............................... w ... ............ .............. w .... .:............................. ...... ................. ADJUST THE PROFILE AS NECESSARY TO AVOID C ONFLICTS .. ... ..... ................� .......... �...... ......... .... _.. :. .... ... .. :.. .. .. w - .... ... ....... ........ .. N .... .... .... ... .... ....... — — o' I .... .. .. .... ........... UTTER. PROFILE ..... EAST G '. EXIS.TING..GROUND. . .. ... . 60 ...:— > _ AT CENTERLINE ¢. JOINTTRENCH ............... > ... ......... ........ .........................:.............. ...... ........................... ......... ........... .....20. ..... ........ .. ...... .. MAINTAINING 36"NMINIMOM COVER OVER R CON UITS AND 12" ....................... . ..................... � ........... ... �" Y... Q.... ......:........................ ......................... ................ ............ ............................... ............Wm .:................. _ ............................. ...... STA' 304 -713; SEE PROFILE, 'SHT. 191 ..........:.................... ............................ ............................... -t ... ............ p .............................., . o. 0 ..........:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:............................ MINIMUM VERTICAL CLEARANCE BE ER ATHE ....., .............. ......... m.....�............. ..... ........................... ........................... ............................ 0 w. ..... .......� 30 ....... 32 o . - UNDERGROUND UTILITIES. CONTRACTOR SHALL .................... ... ................... ...... ............... w __._......... ... :m................ o........ Z .... Y.......w.......... . oo ......................w : Y TRANSITION THE TRENCH DEPTH BY :...... _ ......................:....................... ........................... .... m .....:_ .............................: m ..... .. ................�...... ._...... z.......4?............ m ........................... " ...Y . ............ m o: DEFLECTING JOINTS OR INSTALLING BENDS PER THE ............... ............................. ........ o .......... o c ............. w as... Y z........ —.... o............. _ .............................. ..........................�. ... _ "' : FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT .......... ............... .....:......................................................... Y ...... ..............................: Y . .....i............. O �... w �. ........... w Y z ..Y ............. .............................. .............................w ...... — ..................... Y UTILITY TRENCH TRANSITION DETAIL, SHEET 174. . ... ... .. .... . z ...�� .. .... ........ Z .... .....3. O O .� w ..z = " ..... �.. .? w w.. ' ¢ N ? w 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE w w w �. o v F o O APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING 40.....`.. .............. .. w _ ..... ... w .. .. ca w �...� O W w w= - N c z w w 40 BEFORE EXCAVATION. .................... .................. _� ¢� _ ............ ..... w .. .�..x. .-. . ... .. x _ �� 3 ...... .w — 0. �.. . ... .. .... O w z w w.. X : N m _ N ��.�.._. W . .. 4 SHALL SEQUENCE WO OW K TO ACTORPERAil —bog .GUTTER.PROFILE .... ..E... .. .:. a N.w _ o ... w w....x ........ ........ ...... ..... 3 .o o w..° r^ _ OSEOFE ALL EXISTING CONTINUED A 11L . w 00 x.x.. w w .. ....... w .� - ....x: w : NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM ISUN ......................... ............................... .....:.......EXISTING GROUND o.....o. a COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND L ........................... .....:......................... f ............. AT CENTERLINE.........:... ......... .. ... .......... ........................ a........... FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ... .... .. ... ..... ° `� 3 ABANDON EXISTING FACILITIES NO LONGER IN USE . ......... .. 20 — _� — ..........— .. . 5 COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER ""' °' """""' "' ................................................ .. ' 20 PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE LE, S ...... _ .. .... CH... E... _ . ...... _ . .... JOIN�NpUIT. IL S UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. CONNECTION TO STA 30 +00- CROSSING .. BANK .. ... ...... ... STA 30 +03:23 ..SEE PROFILE., SHT 191 ..............................:...............................:..............................................................:...............................: .................... ... ........................................................................................................................................................................................ ............................... .............................. :.............................. 0 :....................................................................................................................................................................................................... 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I.................................................:................................................. I.................................................:..................................................................................................:.................................................:....................... WATER PLAN 137 ............................... 151 _ 169 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS ..... _.. 222 _ 233 :................ ... ............. M N ........................., 299 :,.,............ ... ....,.... ..... ........................... ........ .................... . .............................. w ................ .... .... ........ ........... ... ..... ......... ............ ..... ..... ......... .. ..... ................ .. .. .... .... .. 11 ..... ... :. .... ... ... .:.� .. .... 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EXIS.TING..GROUND. . .. ... . . — — ...:— _ AT CENTERLINE JOINTTRENCH ............... _ ............................:............ ............................... ......... ........ .........................:.............. ................................... ......................................... ........................... ......... ........... .....20. CONDUIT BANK....... .. ...... .. .: ............................... :.............................. :. CONNECTION TO STA 30+ O CROSSING ......................... .............................. :..................... ............................... _ ............................. ...... STA' 304 -713; SEE PROFILE, 'SHT. 191 ..........:.................... ..............................:............................... _ .......................................... ............................... ............................................................... _ ........................ ...................... ... ............ p .............................., 0 ..........:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:............................ ... ........ ................ .......... .. ..... ........................... ........................... ............................ 0 29 30 31 32 .....................:......... 33 . EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430125 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 a z �y n /y m a O N a uD C7 ' o w O 11 -14 -11 yOS4'4V�Gwe COB.y2 H 'n zoszo ma .n rsrex ti.� SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BY: NJD PROJ MGR: JF FILE: O655DJUTPRF01.dwg KpI 7539th Avenue 2502 Jefferson Avenue BID Seade,WA98109 Taooma,WA98402 DOCUMENTS (206)286.1640 (263) 627 -0720 �Aporn CITY OF RENTON ML Public Works Department APPROV DFORCONSTRUCTION By DATE:( /eAllz RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 29 +00 TO STA 33 +50 DRAWING NO. 185 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 185 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y n /y m a O N a uD C7 ' o w O O \ 3 v .a 0 u7 0 z C) z w i U O Y 8 0 .............................................................................................................................................................................................................................................................................................................................................................................................................................................. SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN ............................... JOINT UTILITY TRENCH PROFILES 8.0. PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 ... .. .. . .......................... GENERAL JOINT TRENCH PROFILE NOTES . .................... ;.. ......... ......... J.... ...... .. ... .. .. .. .... ...... 0 1 R . ............................... ................... ... .. ................. APPROXIMATE PLAN LAYOUT AND ENAILSECSH SHEETS . . ............. ............ :S 4TH P.L.... J, o w .... ......... ........ ... ......... ....... .......................... :.. ................................ 164 -179 CL ..... ......... w. 2 .THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. Z..m Y . ... .... .... ... ..... ..... ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS 60 60 NTH EXISTING AND PROPOSED UTILITIES, WHILE :. ° . ............. .. W ........... .............................. ............:........... ......... ............................................:.................................................:...................................... ...........z.......- ....... ..x..................:..... . MAINTAINING �I AND 12" ° v.s... ... .... .......... .... .... ... .... C - MINIMUM VERTICAL CLEARANCE BETWEEN OTHER .. .... . �... � . ..... .. UNDERGROUND UTILITIES. THE CONTRACTOR SHALL .... .. ... ..... . . . X _ N '.... z o Y z ... _ .... z a > �... ... ..... VERTICALLY TRANSITION THE TRENCH DEPTH BY :w ._ ........... ..... ........ m. �........� .w .. �.... ...... ....w .........�. ... .._ w .� W .Q w . ..... m..tw N N ... ......... ....... ..... ..... ......... .............q ....... > .°. �..�... ..... a .... ... ..... ....... .... .............. _ : .. .. .... .W ... ...... .... ..... ........... .. ............. ... w _ of . Y Z Q...... N... ° .. DEFLECTING JOINTS OR INSTALLING BENDS PER THE ... �Nj ..... ..... P] - �.. I? w `� FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT Cr ... Z ° ° ....... ....�. w. ........ W .. ...... F ...... .... �"',, w..... .... .. .... ... .... .. .. m..- .. Z..�.. w UTILITY TRENCH TRANSITION DETAIL SHEET 174. N aO ....0 Y......... Z .. Y O . W _ .. .. W o _N ... .... .... U m.... .. .... ......... .... ... .. o... .... ... ......... ..... .... .... ........� ...... O .. O O .. ...... ti . ....... . ° w O w j ^ Z ° ^ w _ O ..... ' ° "' Mi "' N .. o U _ x W 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 iz o . o^a - .............w .' ai .......cd K 17..... oo ....� x ...... .......... °... �............ . ° ..............:. .... ............................... z ........................:................ ............................... J '7 K4.. a rN... N ..... ........... 40 ..... APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING w.... ....� w W .00tH •— .... .w.. .. O H W .... N ... ... .. ...� ............ N .. ................... ° ....v... ......... ..... .................. .¢ .. x X BEFORE EXCAVATION. . �.... Q —.W w... a a.. ., N.... ... ...,. ..... ... .... N..... .... ... .... .. .. - ........ .... w w W .� tL V X :.... ...... ....... ...... ... ............................. .. .... .... .... ... .... X w .... . .. ... .... .... 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW _ _ ...... 3 ... ... EXISTING GROUND AT CENTERLINE .. _''' . ...WEST GUTTER .PROFILE..... ..... ..... ..... CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL � ........ ............ N ......................z ...... ........ ..... ........ ................ .................. .... .......... (TYp).. . ..............: SYSTEM S MIS i . ......... . ................ N..................... N..... ... ... .. ...: ............_ ._.._ ._ ._ .— — ..- . -r. —.. ....... — — — — .....:......................... — T _..— .— .. —.. —.. ... _ COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN D ,. W ............................... — .... — — ........... " " "'` - .............. FUL LY OPERATIONAL, CONTRACTOR SHALL REMOVE 0 R — """"" ABANDON EXISTING FACILITIES NO LONGER IN USE. 20 ............... JOINT UTILITY ..y........ ...:........................... .... ...:........................... ...... .. CQNRUIT 6.A.RK .... " " ............. ........... ........................ " " "' . ................20 "' 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER LNECTION _ . PROFI HEETS 146 -159 AND STORM DRAINAGE PROFILE. 12 "' WATER IE 22 5' .... .., ..... ..... 6 FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT COS 4TH PL CROSSING ..... .. ... .. ... .. UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. AIL S " " " " " " "' """" "..... ' STA'34 +29:8 ;'SEE"PROFICE; SHT 191 "" """"""" """"' """""" .. .... ...... .... .. .. 0 ..........:.................................................:.................................................:.................................................................... _ .............. ..... ....:............._............ _ ......... .. ............................ ............................... ........................... ............................................................................................... .......................... ....................... ... ........................... 0 33 +50 34 35 3fi 37.......................................................................... .....................38........ WEST GUTTER LINE EAST GUTTER LINE 11 -1x11 SURVEYED: KPG �094'4�GWAAyO�y2 DRAWN BY: SOD Kp� CITY OF RENTON o -_ DESIGN BY: SOD 7539b Avenue 2502 Jefferson Avenue BID Public Works Department y CHECK BY: NJD Seaft,WA98109 Taooma,WA98402 DOCUMENTS '? 20320 y� APPROV FOR CONSTRUCTION rsrea $� PROJ MGR: JF (�.k8 mm0 (253)621 -0720 NUMBER REVISION DESCRIPTION BY APP. DATE 01.E FILE: 0655DJUTPRF01.dwg BY: DATE: 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430116 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 33 +50 TO STA 38 +00 DRAWING NO. 186 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 186 OF 304 a z `m a a O a c � I d I� a .p 0 O N O 80 80 :. .................. ....... .................. ................ .......:..... :..............................:...............................:..............................................................:..............................:...............................:............................... ............................... ...................... _ _ _ .. _ _:....... ....................... .. _ .. _ .. _ . _ . _ ... ................... ......... _ ............. . ........... _ .[ ......... ......... .....:........................ _ .. _ ... ........... _ ..:. _ . ......... ,.,,.,, ... ,... ,,, ............................... .. .....:................... ............:.................. .. ......... ......... .................... .... .....:............... ... ........... ............... ................ ........:............. ................ ......... ......... ..._... ......... ......... . .. ....... S 3RD PL. ...... ............ 60 Z ... ; .......... ..........:.............................................. Y .. ........ .. ... CL .................... ..............................� .....:.....�........� DRAINAGE PLANS 111 DRAINAGE PROFILE ........... �x ...... . x . i .... ......... ..w ' ..:...... .... ............................... .............. .... w... .... .... ... .. ...... ......... ......... ......... ..... ..... .... .. ... ....i. ... ........ ................,......,.... .. .... C ....j ` .O .: ob w ...... .. ... .w. ... .....i. ...... .. ..:.. ... ..._ ... .. ........... ........ Y.. ........... ....... ....... .... ......... �.. :. .... .... .. .. ... ...... ... .. ... ... .. ....... ...... ... ... ....... ... .... .. .... .........................� ..O ......_.._.._..........._....AT C €NTERUNE... ...w ._ . w.. :. ........... ..... ..... ..... ... ............................ .............. ..Y . ......... .. ........................... ' ............ .... w ..� .. N Z ....... .m .V.j. .�. .. :. ....... ......... .... ......... . .. ............ ............ ..... ... _ ....... ......Z ... .. ..................... .... ... .... .... ? ...w ......... ..... .......... ..... .... ... ........... .. .. ...... .. ........ x . ... ........... ..o .,a. o.. �. rl _ ......... ......... ..... ....... r� ................... : .... ......... ............ GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS 60 WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. ' 40 ...................... ............................... SHEET ... ....... 14 .. .. w..................:.................................................:..... ............................... .......... ..........:.............................................. .. .. w ...:..........................w .. ........ ALIGNMENT PROFILE ..... ................ ........ ........................ ....... DRAINAGE PLANS 111 DRAINAGE PROFILE 122 �x ....... x . ..................................... .......:......................¢ .... ............................... .............. ..... .... ............................... EXISTING . .GROUND.................... _.._......_._ ........... .........x..w. 235 IRRIGATION PLAN ........................... .WEST GUTTER PROFILE_................... ............................. o _ ..............� _... o. ......_.._.._..........._....AT C €NTERUNE... ...:. w . ............................... ...(� . x ...... .................... ......... x . ..x .. . ............. ................. ... . ... ........... .............:................. ... ... ...................JOINT UTILITY TRENCH....... ..............................:................................................. 20 .................... ............... ................;.......CONDUIT BANK.......... ............................ ..;............ ............ ....... ............................... ............................ 20 12" WATER 1E 3.6' .......... .. ....:................ ..............:.......... ...........................................: .............................. ............ ............ _ ...... : ........................................................ ................................................................. i.. ........................ .....:............................... ..............................:........... . ..................... ... ......... ......... .. P...............................: ..............................: ..................................................... i...... 0 :...... ........................:...... ..........:.................................................:.................................................:.................................................:.................................................:.................................................:...................................................................................................:............................ ......... .......:............. ............................... ...................:......... ............ ......:. .... ................... ..... ......... ......... ........ ...... ......... ............................:.. ................ ..........;.............. ......... ......... _ _. _.................... ....:... ......... ......... ......... ........ ......... ......... ..:.... ......... ......... ...:..... .......................: ..:.... ......... ......... ............... .. ................ ..:.... ......... I ............. .:. ..............................: ........................... ............................ 0 ............................... . 38 39 40 41 42 WEST GUTTER LINE EAST GUTTER LINE 11 -14 -11 SURVEYED: KPG OS4'4�Otnsc08y DRAWN BY: SOD Kp� BID CITY OF FENTON DESIGN BY: SOD 7539th AvenueN 2502 Jefferson Avenue � Public Works Department h CHECKBY: NJD Sealte,WA98109 Tacoma,WA98402 DOCUMENTS APPROVED FOR CONSTRUCTION a 2sreR ,t'�¢� PROJ MGR: JF (206)28 61640 (253) 627 -0720 ��oNAL Kwl.Ypg.COm BY DATE: /i // NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg !' 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430121 CORRESPONDING SHEETS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 38 +00 TO STA 42 +00 CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 38 +00 TO STA 42 +00 z �y O c t n N j > I� o W N Q c y 187 DRAWING NO. PROJECT NO. TED4_ 0343°!0 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 187 OF 304 z �y O c t n N j > I� o W N Q c y O .o 0 0 z 0 w i U 0 O o! 80...... .... ..........................:.... SHEET RIGHT OF WAY PLANS ........................... ............................ EXISTING CONDITIONS ....... .... ............................. ..................................:....................... SITE PREPARATION & TESC PLAN .....:...................................................... .............................. ........:.............................. .......: : ..............................: :.............................. 89 :...... .. :...... ' 60 .......... ............................................... ..................... . ......... .......... _ ...................... ................................................................:. :.............................. .............................. . ... ...............................:................................ ..............................: _ ...............................t..............................: .................................................... .;. . WATER PLAN .. ......................... ......... ............ ... ..........: ..... _.............................. ... . : .............................: .: ......... .......... .....E ..............................: .......... ........ ... ...... ...: 154 JOINT UTILITY TRENCH PLAN 172 .:.. - PROPERTY RESTORATION PLANS 203 CHANNEUZATION & SIGNING PLAN 225 ILLUMINATION PLANS .. IRRIGATION PLAN 290 LANDSCAPE PLAN 302 Z...... NUMBER REVISION DESCRIPTION BY APP. DATE ..... .... E : =..... . .. .. .. ......... �.,...,.. .�.... 0 .... .... .. ......... .......... ... Q� z ..... .......... .......... : �. ..... �..... ............ ................... m . o...:.................... ..........:.................... . ...................... .... '� :tn. �, u7 ... .. ...................:..... ............................... o ........................... o .................� = w........................ ..........:.................... w — . .... ...................... ....� Z : : .Uz . N w ... .........................:..... .................. ...... ....... ...............: ... N.................Q W ..... V. �...:... ......... P ........: ........... .. ...... .. ....... .. .. _. .......: .: Y .... w :.o. WEST GUTTER PROFILE ............:..... - ............. w o 40 ............................... �...... N .: �. �.. o..... ......................................................................................................................................... w... (�,)............ _ .. .. 0.......... ............................ ....................� ...... i . — � x ' EXISIING GROUND 'AT' CENTERLINE ... .......... ..............................a ...... .............. .. ..!-'� .. N . .... ...... .. .. ... .. - .... - .-.- -- .. -.. -.. w . -..� . .. . .... ... .... ....... ... .. .................�:. � . -.. -. -. -..- _. _ - ... .. .. .. _� �_ �- WEST GUTTER LINE EAST GUTTER LINE C EM HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. T- 3430128 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 203 CHANNEUZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 'z �y m NO v � m N n m O ^C W 0 o w N O v; 11 -1¢11 yQS4'4Y`Gwq y °Bye h _ o � 20320 2� l�` L SURVEYED: KPG DRAWN BY: SOD DESIGN BV: SOD CHECKBY: JF PROJ MGR: JF FILE: 0655DJUTPRF01.dwg � 7539tlIAvenueN 2502 Jefferson Avenue BID (206) 286-1640 9 Tamma,WA26402 DOCUMENTS (206)266.1640 (2531627 -0720 µwwkP9COm °' CITY OF RENTON � Public Works Department APPROV FOR CONSTRUCTION BY: DATE :�u�t RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 42 +00 TO STA 45 +00 DRAWING NO. 188 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 188 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE 'z �y m NO v � m N n m O ^C W 0 o w N O v; 0 3 a I 0 z 0 z w i U w C) 0 EAST GUTTER LINE 4�G A00� 11 -14 -it SURVEYED: KPG � 0 ., yQS w., , 92 DRAWN BY: SOD CITY OF RENTON DESIGN BY: SOD 753991AvenueN 2502 Jefferson Avenue BID Public Woks Department y CHECK BY: NJD SeaWe,WA98109 Tacama,09M DOCUMENTS r0f S20320 y� APPROVED FOR CONSTRUCTION (206)2861640 (2531627 -0729 PROJ MGR: JF ,/q/Jr_�, NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg w8e.kpgoom BY /�g/7 DATE:/ �1 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430129 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 45 +00 TO STA 49 +00 DRAWING NO. 189 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 189 OF 304 z �y M �o �C) ew a .p. N O Y -ter H w w 0 M M Q H N w z J Q 182305 -9157 I I 33 +83.53 ; 68.96' LT . 33 +81.11 63.40 LT 33 +85.90 II; 74.40' LT �L -- 41 182305 -9215 34 +50.76 82305 -9168 R') AF' IT 35 +50.26 34 +51.36 35 +48.82 35 +66.64 74.45' LT 69.55 LT 78.50' LT 34 +66.89 35 +48.89 I 35 +66.98 \ 68.00' LT 68.00' LT 70.83' LT • - - • --- 35 +83.46 \ 64.0 - -------------- - - - - -- 35 +83.46 - -- _- - - - - ®- 60.00' LT - AQ 34 +00 V 0 M M0N II 33 +54.94 34 +11. ° 44.00' IT / 55.0 T ) I 33 +77.58 5 +53.94 54.57' RT Cd 5.03' IT C'6 33 +70.29 �S 75.64' IT 4 16 \1L 30 -0065 33 +76.04 .0' IT Z 33 +73.88 1 106.30' RT I I I I I I LEGEND 50' 74.24' RT J a 30' n 30' 34 +31.56 140.84' IT 60.00' LT 34 +69.72 58.00' LT TINIER AVE S S 4TH PL N 17' 36' 48" W CONST. CL 35 +00 - - 34 +85.61 I r I I I I I 34 +5.33 74.00 IT 34 +4909 . I I 77.95' IT I I I I I 34 +36.55 141.20' RT I34 +43.95 EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH w it �n RAINIER AVE S 11 u 36 +59.20 72.50' LT 36 +59.33 44 36 +42.24 36 +59.65 I 36 +59.61 ' 37 +74.86 60.00' LT 60' LT 8.00' 0' LT 36 +42.24 58.00' LT 36 +81.97 C60 37 +70.79 7L69.00' 74.86 _ 69.00' LT . LT 36 +10.24 37 +70.79 - - - -- C59 64.00' LT - C58 - C61 - _ ---- - - - - -- 61.00' LT 36 +10.24 - - -- - - - C62 - - - -_ _ - 60.00' LT -- ° - 37 +79.98 58.00' LT MON IN CASE 36 +74.44, 5.45' LT 36 +00 _ - - 37+00 u v N 19' 56' 45" W ROW CL 37 +79.98 36 +42.24 58.00' IT -- -_ -------- - - - - -- 58.00' IT - - -- - - -- ------------------------------- C67 36 +42.24 36 +95.24 C68 37 +35.39 37 +79.98 61.00' RT 69.00' RT 69.00' RT 61,00' RT 18 36 +42.24 36 +95.24 37 +35.39 37 +79.98 182305 -9118 69.00' IT 74.00' IT 74.00' IT 69.00' IT PLAN Z SCALE: 1 = 20 0 5 10 20 40 60 SCALE IN FEET OWNERSHIPS w w N CD CD Cn M H- w z J H�-- NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT 18 TENNESSEE GROUP, LLC 182305 -9118 407,282 12,876 2919.00' 394,406 1,804 6,327 40 SOUTH LAKE VETERINARY VENTURE 182305 -9157 SEE SHEETI2 41 FRED MEYER STORES,INC 182305 -9215 572,281+ 1,448 570,833 C64 - 7,262 42 I. MAllARELLA, LLC 182305 -9168 17,042 1,051 15,991 2'37'50" 161 797 43 FOODMAKER, INC 182305 -9169 19,203 934 18,269 3074.00' 327 1,289 44 CAPELOUTO, LEON S. 182305 -9189 29,971 1,132 28,839 938 2,019 16 DSB INVESTMENTS, LLC 922890 -0065 SEE SHEETI2 « AREA PER KING COUNTY ASSESSORS RECORDS. CURVE TABLE CURVE DELTA RADIUS LENGTH C58 019'57" 2940.00' 17.06' C59 0'25'57" 2931.00' 22.12' C60 1'46'28" 2919.00' 90.40' C61 2'07'24" 2939.00' 108.91' C62 2'37'50" 2942.00' 135.08' C63 2'37'50" 3000.00' 137.74' C64 50'03'20" 29.52' 25.79' C65 101'39'08" 15.50' 27.50' C66 2'37'50" 3058.00' 140.40' C67 2'37'50" 3061.00' 140.54' EC68 0'46'00" 3074.00' 41.14' T- 343013 eJ'. oF'ivnsq I0 >> -t<41 SURVEYED: KPG Kl"Gr Al CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 13 DRAWN BY: KW � _¢ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: RR Public Works Department b, 153981 AYenueN 2502 Mown Avenue FED AID NO. - CM0767t048) :'�° CHECKBY: RR Sea61e,WA98109 TaoDma,WA98402 RIGHT OF WAY PLANS • 38or5 0 APPRO ED FOR CONSTRUCTION s •.R '� (206)28 &1640 253 627 -0120 DATE: NOV 2011 sslo FCrsrER,.SVQ' PROJ MGR: JF �, � I J NUMBER REVISION DESCRIPTION BY APP. DATE LA ZJ9 FILE: O655DROW01.dwg BY: 1 � DATE: /�/„ STA 33 +50 TO STA 38 +00 SHEET NO. 13 OF 304 D z �y m /y Oti -Ue i y wC) � a a � � w o w 0 z 0 y 60 ............................... 60 60 . .......... _........:. ........ ......:.... ............... .....:....... ......................... :. ... .. .. Z .. . ' .... _._......_ ........ ............ ...... Y Y .:.. N .. ...., ., ........ � ......... :.. ................ ....... ... Y .Z ...............� ............ W .......... .... .. ..... ......... ..... ......... Y ..Z Y . Z L.J .. ... ........ ., ......... :... C✓ w .. ..... ......... ...... .........................: .................. w..... .... . ¢ .... ...... ... ...... > ..w.w . —.— > .win_ o ... ..... ........ .... .... .. .. .. .... .... ......... [M w ... .o Y C7 .................. _ F--M ..N . ... ... W X ... 40 ?W ..............� 0 ..Z ....... w ...................... ...'...............o.o.w,...:.. o 40 . .......................... .. ..........:. o .....................0 ............. 3........ w W.........:............... .... ......_ ............................... ......................fl RAINIER AVE..S XISTING' GROUND ....w x .d....... . x . .. �...:. . ......... ............................... ............. .. ............ _ ....... . :� ............... ....� o RAINIER. AVE. S. ...........:.... w .. o ......... :............ .... ............................... n.................... H ..... .Q.X..._...a ?< . 3 w .... . ... . �. n a w .. �...... .........._ ...... ......... .................. ....... ,.......... N I...... ....� .....:.... :.... 447 . ..... ..................... :..... w 3 N . ..... EXISTING GROUND :. .. ................. ............... :.. .... W ...... ..... .....:.... ........ ............. ......... ... ........:..................... . ... .. ... .....:.. ............................ ............................: ..............................: 20 .......... ..`............ ... .:......w ........ ...... ............. 20 .....:....... .... ..................... .......... ... JOINT UTILITY TRENCH ...........I................ 20 ...........: 20 ......... ... ..........;...........0 JOINT OTILITY NDUIT BANK..... .................... JOINT.UII .. TY.TRENCH.. 20 E .........CONNECTION TO RAINIER AVE 5 ... ............ .... _ ................................................... ...... CONI)IJIT .... ..:..................... :............................ ....... . .... STA 10 +85:74, SEE:WEST PROFIL SHT 180 _ ........................................................... .. .....:......................... CONNECTION TO RAINIER AVE S .... .. .............................. :............................ , :.............................. .................... ........ ....................... ........... . ..............................: SHT 0 ............................................................:...................................................................................................:.................................................:............................ ............. _ .... ....... _ _ ...... ....... ......... ..:..............................:............... .. ....... .....................:......... ............ ............. ,............ ...:. .......... ........... .........: ..............................: _ .............. :... :............ ............ . ...... : ..............................: .. .......... ...............: 0 .....................:......... . GRADY WAY JOINT UTILITY TRENCH CROSSING PROFILE 60 ........ ..................................................................................................................................................................................... ............................... ............................... 60 . ......... ........ ............................... ... :.. ... ...... .................... .. 5. .... ° > { .. .... _._......_ ........ > Y N :. ..... ...... :.. .. ....... .. ...... ... W ... _ .. ... ... ... . Y ........ RAINIER. AVE. S............... .... w..... ........ . w ....... ...........= ..M o Y ....... .. .... ......... w ... .o Y ..... ... _ W ..N . ... ... W .. ... ... w .ad N EXISTING GROUND o 40 w 40 — .. w _ K.... w .. w _ � 33 . U �. a .. .. .. 40 w o RAINIER. AVE. S. ...........:.... w .. O ......... W .... ............................... H ..... .Q.X..._...a ?< . 3 w .... . ....:..... ....CL._._ ...............� �+ . �. n a w .. .... ........................... .. .. .... .... ....... :. .... . w ..... w N ...:.. ........ :..... w 3 . ..... EXISTING GROUND :. ..... ..... .... :.. ...... � .............. ........ ............. ......... ... N... ... . ... .. ........ .... ............................ ........:..........w 20 .......... ..`............ ... .:......w ........ ...... ............. 20 .....:....... .... ..................... .......... ... .. ...........I................ 20 . JOINT OTILITY JOINT.UII .. TY.TRENCH.. TRENCH ...... CONI)IJIT .BANK .... .... .... CONDUIT ...BANK.... .. .....:......................... CONNECTION TO RAINIER AVE S ........ .....................................; STA 21 +01.39, SEE EAST PROFILE, SHT 183 " TO I "CONNECTION TO RAINIER ........... EX STORM IE UNK ,,,,,,,,,,, ............:. .......... 0 ...STA 21 +03.27,. .SEE WEST PROFILE, SHT 183 ...........................................: 12 " STORM IE 21:30 " " " "' .......... :................................................. : ....................... .......................... :................................................. . CONNECTION . T0. RAINIER :AYE S ... 0 . ...... ...... .. ... .. . STA.15 +60.99,. SEE WEST.PROFILE,.SHT182 0 ..........:.................................................:.................................................:............................................................................ . ..... ........... ....... ............ ............................... ....... 0 0. STA 15 +60 JOINT UTILITY TRENCH CROSSING PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERA11ON OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT U11UTY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. 60 ........ ..................................................................................................................................................................................... ............................... 60 . ............................... .. ......... ........ ............................... ... :.. ... ...... .................... .. 5. .... ............Y w ...........z ............ ............................... ... .. .:. ...................... = .. > Y :. ..... ...... :.. .. ....... .. ...... ... W ... _ .. ... ... ... . Y ..........:........ RAINIER. AVE. S............... .... w..... ... .................... . z w n� ... w Y ..... ... a .. 40 w a .... 40 �. w �....,........... w o K O .. ................:..... H N ............ . ........................... . :.................... . p d ...... W... .... �.. w ....... .. ... ........ .... w ¢ a 3 . ..... EXISTING GROUND :. ..... ..... N :.. ...... � N .... .. ............... ........:..........w ..`............ ... .:......w ........ ............... ............................... 20 .....:....... .... ..................... .......... ... 20 JOINT.UII .. TY.TRENCH.. CONI)IJIT .BANK .. .....:......................... CONNECTION TO RAINIER AVE S ........ .....................................; STA 21 +01.39, SEE EAST PROFILE, SHT 183 ................ ............................... "CONNECTION TO RAINIER -'AVE S" ................. .......... 0 ...STA 21 +03.27,. .SEE WEST PROFILE, SHT 183 ...........................................: ............................... .......... :................................................. : ....................... .......................... :................................................. :............................ .....................:......... 0 . STA 21 +00 JOINT UTILITY TRENCH CROSSING PROFILE T- 3430130 GIq 11.1441 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 190 p94'4� WA �CBy DRAWN BY: SOD �� ''� CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 02� DESIGN BY: SOD BID =1L Public Works Department „ 153981AuenueN 2502JefiersonAuenue CHECKBY: NJD SuMe,WA98109 Tacoma,WA96402 DOCUMENTS FED AID NO. -C NOV 011 zoszoo w" APP FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILE CROSSINGS DATE: OV 2011 .off, rsre 1 =tv PROJ MGR: JF (206)286.1649 (2531627 -0729 L ?, WBtl.B�.00rn BY: DATE: �n // GRADY WAY, STA 15 +60 AND STA 21 +00 CROSSINGS SHEET NO. 190 OF 3D4 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DJUTPRF01.dwg w /1Z z a h /v ti c O U � � y o a I� o � D N O a 0 N 0 N 3 0 RM NUMBER STA 30 +00 JOINT UTILITY TRENCH CROSSING PROFILE 6.0 ...................................................................................................................................................................................................................................... ......... .........: ................. SURVEYED: KPG . ......... .. ..... ............................... ....... ..........I...............: 6.0. DRAWN BY: _ .............................. ........................... ..... ......... ........... _ :............................... .............. z ....Z' SOD . ........... ..................... .. 60 ... ......... ... .... ...... CHECK BY: ..... .............................. _._................. - .... .... .. .... W ..... JF .. ..... ... ... ... .... . FILE: 0655DJUTPRF01.dwg RAINIER AVE S ... ................................................................................ .. .. _ .. .......... GL v ° z Z J Y o : ....... Ycoo 3 ... : ... ..... ... ..... =.N:.... ... .... 4040 Z :..... .........................:..... Z W ., ... ....... W . w....... ... . L.i:.................... ........... ..... uj of g L — ad .... .. ............. ..........�.M 1..... ... ...� ... .. 1 ..;�. - EXISTING GROUND.. . ... .............................� ... .. ....... ...... ...... .. <D .. ... .. [ X N X N.. c� .�.. . ..t. .. ....... ........................:.....� ...... .... N . .... ... W .........:........ ........................ ....... .... ... ..... ... ...... .... .. ... ............................... 20 ' ....... .. .......t ... .... X 20 ........................... 40 .....:........ V .... J.U' _..... JOINT UTILITY TRENCH W ................................................. K o... Q . ................ �4 .... _ ....:.......... CONDUITBANK..... ... ................:... ............................E.. .... ....................:......... ......... ......... ......: r- CONNECTION TO RAINIER AVE S - �. p... PSE VAULT P17 C7.............................................. ....................:.......... w w w w STA 34 +29.83',' SEE WEST PROFILE; SHT 186 .. � . ........... :...... ..................X.X... 0 ............................................................. .......................... N.. . ................................................ . ..............................: .............................. . ..... .............................M p REVISION DESCRIPTION S 4TH PLACE JOINT UTILITY TRENCH CROSSING PROFILE BY I APP.I DATE T__ 753981 Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286.1640 (253) 627 -0720 vrvry A g.omn GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SEC11ONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT U1LITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. 80 ......................................................................................................................................................................................... 11 -14 -11 SURVEYED: KPG COQ ... ............ ........ .......... ......... ................................ 92 DRAWN BY: SOD .............................. ............... ........... _ :............................... .............. z DESIGN BY: SOD . ........... _.. . ............................... _.. ._.................: .. ...... ............................... 60 z CHECK BY: NJD �......... ...... W....................... _._................. - .... . PROJ MGR: JF Yl2w ..................... ............................... FILE: 0655DJUTPRF01.dwg T__ 753981 Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286.1640 (253) 627 -0720 vrvry A g.omn GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SEC11ONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT U1LITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146 -159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. 80 ......................................................................................................................................................................................... ..... ....................:.......... _ .........:............. ... ............ ........ .......... ......... ................................ _ _ ............................... ........... ........: ........ ........ . ........... _._.............: 80 ....: .............................. ............... ........... _ :............................... .............. z ........... .................. ................. :............................... . ........... _.. . ............................... _.. ._.................: .. ...... ............................... 60 z ............... �......... ...... W....................... _._................. - .... . ........... ....................i 60 ................ ..................... ............................... ................................................................................ ............................... Ycoo 3 ... : ... ..... ... ..... =.N:.... ... .... W.... ' Z .... pj. � .... ............. ..... ... W ... . ..... uj of L — ad .... .. ............. ..........�.M 1..... ... ...� ... .. 1 ..;�. - �... . ... .............................� ... .. ....... ...... ...... .. <D .. ... .. ... Z �..... N....Z .......................................... ..... .... N.. c� 3F U. 0 ..'c w F-. ..... . RAINIER AVE S ..U... z N..—� W .... w .... .. ... W 3 X _ ........................... 40 V . .... �L. J.U' W Z K o... Q ... 40 ................ �4 .... �....... .... ....................:......... ..............................W r- N.:... - �. p... ..... ..... C7.............................................. ....................:.......... :... X... N. .. � . ........... :...... ..................X.X... N.. =. .... ............ ..............................: �... w.w' �N..m WOO w .... ...EXISTING GROUND ..... � . ...... .. ....... ..... X �..o :...... ' .. .... ....... .............. :...... ......... ........................�.. .... ..... .. ........................... .............. ............................... ........... ..............................: 20 ..... - .. .. ..... ....... .. ............... - ............................... .... 20 .. .. ......... .. ....... ..... JOINT UTILITY -TRENCH ........................ ..........:.................................................:.. ............................... CONDUIT' BANK............................................................. ............................... . : :..CONNECTION ....... ......... TO ...........:...... RAINIER AVE .S ... .... ................... .:........................ .......... .............................: STA 42 +40:97: SEE WEST PROFILE; SHT 188. 0 ..........:.................................................:.................................................:.................................................:............................ .: ........ .................................................. ............................... .... 0 . STA 42 +40 JOINT UTILITY TRENCH CROSSING PROFILE CITY OF RENTON BID Public Works Department DOCUMENTS APPROVE FOR CONSTRUCTION BY: DATE: / /LI/ 0 5 20 40 60 T=3430131 HORIZONTAL IZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE RAINIER AVENUE S (SR 167) DRAWINGNO. 191 S GRADY WAY TO S 2ND ST PROJECT NO. TED40M FED AID NO. -CM0167(048) JOINT UTILITY TRENCH PROFILE CROSSINGS DATE: NOV 30 STA 30 +00, S 4TH PL AND STA 42 +40 CROSSINGS 4 SHEET NO. 191 OF F 304 z n n � O G � n L7 yT w� ya U W { T O N O a N Z W Q Y GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164 -179. SUNSET BLVD JOINT UTILITY TRENCH CROSSING PROFILE T- 3430132 11-14-11 pS4'4�Owa y04 SO zoszo ma @�0 1 NAL ti SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BV: NJD PROJ MGR: JF FILE: 0655DJUTPRF01.dwg Kp� 753901 AVaaaeN 2502 Jefferson Avenue BID Sea10e, WA 98109 Tamma, WA 98402 DOCUMENTS (206)2861640 (253)627 -0720 wwwkpgcam '� �-�- CITY OF RFNTON � Public Works Department APPR V FOR CONSTRUCTION BY: DATE:/ �L RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILE CROSSINGS SW SUNSET BLVD CROSSING DRAWING NO. 192 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 192 OF 304 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. 60 60 ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS ............................................... ............................... NUMBER REVISION DESCRIPTION BY APP. DATE WITH EXISTING AND PROPOSED UTILITIES, WHILE Y MAINTAINING 6" M T ROVER CONDUITS AND 12" w ........ ............. _.. .. ... MINIMUM VERTICAL CLEARANCE BETWEEN OTHER w UNDERGROUND UTILITIES. THE CONTRACTOR SHALL ........... w b w VERTICALLY TRANSITION THE TRENCH DEPTH BY ........................... a .......o ...........................;. . .. -....- . z ....................... Y x DEFLECTING JOINTS OR INSTALLING BENDS PER THE _ .....Y .............:......... z o ... .. ° ..� .... �.................. z SW SUNSET BLVD. w C) �...... o ......... . FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT Y �.... .. N ...:......... N............� .. ..1...... �. ....................... CL ..:... ..... ........ w a y UTILITY TRENCH TRANSITION DETAIL, SHEET 174. zw N w U o .... Z. .0 :N W. ... ..... EXISTING GROUND .... .. �.. .. �. .. ........ Q. ........... .. �... ..... 40 w. v — =. �. w z. a.... ¢ 40 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE ............... ..........Q... .. m ' o ............ ..° . ........................a...... APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING E �- x w C) x .. BEFORE EXCAVA TION. :......... ..... .....................:......... N............. w ............ n CO....s..w x .... ... w . .............. ........ ..... .................... ....... ;w :. .. ....................;.......... ................. w ............... cQ...:......... .. ............................... ....................... .....................:......... 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW ... .... CONTINUED OPERATION OF ALL EXISTING UTILITIES UN TIL ......... .....................:......... ....................:.... ...........................:... ............. 0 5 10 20 40 60 NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS ................... .................. .....:......................... ................... ... .................... ........... ; ............................. .: COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN 0 .......... .......... ............... JOINT UTILITY TRENCH.... ............................... .............................. .............................. HORIZONTAL SCALE IN FEET FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR 20 " "' . CONDUIT. BANK .............. ........... :........... :...............................: ..............................: VERT. SCALE =1 2 HORIZ. SCALE ABANDON EXISTING FACILITIES NO LONGER IN USE. .......... ...................................................................................................................................................:................................................:.................................................:............................ ....................:.......... 20 ....... ......... CONNECTION. TO AVE .... ...... 0 STA.47 CT10 AI I A S 189 5 COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER ±42.38, SEE WEST. PROFILE, SHT STA.45. +87.14, .RAINIER. .SEE. WEST. PROFILE, .S. .SHT.18.9 ....... .... ....... ..... ... .. ....................... ... .... ..... ..... LE S PROF( SHEETS 146 -159 AND STORM DRAINAGE PROFILE. ..................... ...:....... ............... .... . . . _ .. .. ............. .......:....... .......................[............................. .:............................. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT .. .................. ....... .......... .............:................. :.............................. ............................... _ ............. ... ............. ................................ ............................... _ ........... ... ............................... ............................... _ ......................:.............................. _ ....:. .............I................: ..............................: ............................ ..............................E : ........... ................... : UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174 AIL, S . 0 ............................................................:...................................................................................................:.................................................:.................................................:............................ :..............................:............................ a ..:...............................:..................... .... .................. ........ :.............................. .................... : ............... .. ............................... ................ .....................:......... O . SUNSET BLVD JOINT UTILITY TRENCH CROSSING PROFILE T- 3430132 1-1 a z my m 1zO1z m I N C) I� a 'C W 0 W M N_ O 11-14-11 pS4'4�Owa y04 SO zoszo ma @�0 1 NAL ti SURVEYED: KPG DRAWN BY: SOD DESIGN BY: SOD CHECK BV: NJD PROJ MGR: JF FILE: 0655DJUTPRF01.dwg Kp� 753901 AVaaaeN 2502 Jefferson Avenue BID Sea10e, WA 98109 Tamma, WA 98402 DOCUMENTS (206)2861640 (253)627 -0720 wwwkpgcam '� �-�- CITY OF RFNTON � Public Works Department APPR V FOR CONSTRUCTION BY: DATE:/ �L RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILE CROSSINGS SW SUNSET BLVD CROSSING DRAWING NO. 192 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 192 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE 1-1 a z my m 1zO1z m I N C) I� a 'C W 0 W M N_ O Pm GENERAL CONSTRUCTION NOTES 1. SEE CEMENT CONCRETE PEDESTRIAN ISLAND SECTION A -A DETAIL, SHEET 194. 2. ALL DETECTABLE WARNING SURFACES ARE 2' WIDE. SEE DETECTABLE WARNING SURFACE DETAIL, WSDOT STANDARD PLAN F- 45.10 -00. a wzxdv yam: �a y �c-f _: •a DECORATIVE CONCRETE STAMPED q 1? ay a O O PEDESTRIAN ISLAND 1 i� au WARNIN( dj SYIRFACI v 0 PEDESTRIAN ISLAND 4 PEDESTRIAN ISLAND 1 :. #,:• STATION OFFSET DESCRIPTION RADIUS 1 9 +35.23 36.50' LT PC 1.50' 2 9 +34.23 39.12' LT PRC 56.14' 3 9 +40.61 45.86' LT PT PT 4 9 +45.25 52.61' LT PC 56.14' 5 9 +49.62 61.98' LT PRC 2.00' 6 9 +53.47 61.67' LT PT PT 7 9 +55.48 50.66' LT AP AP 8 9 +56.93 42.75' LT AP AP 9 9 +57.53 39.45' LT PC 2.50' 10 9 +55.07 36.50' LT PT PT PEDESTRIAN ISLAND 4 ISLAND 2 STATION OFFSET DESCRIPTION RADIUS 1 21 +37.18 50.50' LT PC 2.50' 2 21 +35.15 54.46' LT PRC 60.00' 3 21 +38.98 60.52' LT PT PT 4 21 +42.37 67.76' LT PC 60.00' 5 21 +44.57 74.62' LT PRC 2.50' 6 21 +48.91 75.60' LT PT PT 7 21 +54.02 69.49' LT AP AP 8 21 +59.15 63.35' LT AP AP 9 1 21 +66.47 54.60' LT PC 2.50' 10 21 +64.55 50.50' LT PT PT 11 21 +54.16 50.50' LT AP AP 12 21 +46.15 50.50' LT AP AP 13 21 +45.70 57.45' LT AP AP 14 21 +48.44 64.99' LT AP AP 15 21 +53.62 58.90' LT AP AP PEDESTRIAN ISLAND 2 0 5 10 20 SCALE IN FEET 0 n r e5''i ; �g� DECORATIVE- STAMPED a. CONCRETE t FINISH (,Typ) `'+ e 11 -14 -11 SURVEYED: KPG SOS4'4�OwnA COB1� DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM AP 20320 y� .�• 1 S 11aQ' PROJ MGR: JF REVISION DESCRIPTION BY APP. DATE FILE: ISLAND & MEDIAN DEL PEDESTRIAN ISLAND 5 753 9th Avenue N 2502 Jefferson Avenue Sede,098109 Taooma,WA98402 (206) 286-1640 (253) 627 -0720 wwx.kpg.00m A PEDESTRIAN ISLAND 2 STATION STATION OFFSET DESCRIPTION RADIUS 1 10 +26.29 56.93' LT PC 1.50' 2 10 +28.82 58.32' LT PRC 112.00' 3 10 +36.56 51.27' LT PT 4 4 10 +42.08 46.98' LT PC 112.00' 5 10 +50.93 41.15' LT PRC 2.50' 6 10 +49.65 1 36.50' LT PT 7 7 10 +43.85 36.50' LT AP 8 8 10 +36.64 36.50' LT AP 9 9 10 +32.92 36.50' LT PC 2.50' 10 10 +30.48 38.45' LT PT 11 11 10 +29.32 43.56' LT AP 12 12 10 +27.74 50.54' LT AP 13 13 10 +34.11 42.45' LT AP 14 14 10 +34.81 49.04' LT AP 15 15 1 10 +40.34 1 44.74' LT AP 30 PEDESTRIAN ISLAND 5 STATION STATION OFFSET DESCRIPTION RADIUS 1 23 +21.90 54.62' LT PC 2.50' 2 23 +23.81 50.50' LT PT 3 3 23 +29.38 50.50' LT AP 4 4 23 +36.88 50.50' LT AP 5 5 23 +40.56 50.50' LT PC 1.50' 6 23 +41.99 52.45' LT PT 7 10 +68.64 23 +40.46 57.36' LT AP 8 10 +64.86 23 +38.38 64.04' LT AP 9 10 +60.03 23 +37.45 67.00' LT PC 2.50' [112 23 +33.16 67.88' LT PT 11 10 +53.88 23 +29.80 63.92' LT AP 12 10 +52.35 23 +24.95 58.21' LT AP 13 10 +58.41 23 +29.38 54.44' LT AP 14 14 23 +36.88 56.25' LT AP 15 15 23 +31.95 62.08' LT AP BID DOCUMENTS PEDESTRIAN ISLAND 3 CITY OF RENTON Public Works Department APP FOR CONSTRUCTION By DATE: /'r' PEDESTRIAN ISLAND 6 PEDESTRIAN ISLAND 3 TED403430 STATION OFFSET DESCRIPTION RADIUS 1 10 +51.49 52.59' RT PC 2.50' 2 10 +53.92 49.50' RT PT 4.00' 3 10 +58.41 49.50' RT AP 4 10 +64.58 49.50' RT AP 5 10 +73.58 49.50' RT PC 1.50' 6 10 +74.60 52.10' RT PRC 85.00' 7 10 +68.64 58.19' RT PT 8 10 +64.86 62.77' RT PC 85.00' 9 10 +60.03 69.78' RT PRC 2.50' 10 10 +55.47 69.05' RT PT 2.00' 11 10 +53.88 62.48' RT AP 64.00' 12 10 +52.35 56.14' RT AP 13 10 +58.41 54.68 RT AP 14 10 +61.94 60.53' RT AP I 15 1 10 +64.58 54.59' RT AP PEDESTRIAN ISLAND 6 TED403430 STATION OFFSET DESCRIPTION RADIUS 1 45 +71.84 50.05' RT PC 64.00' 2 45 +66.01 44.72' RT PRC 4.00' 3 45 +68.59 37.61' RT PT 4 45 +75.15 37.73' RT AP 5 45 +85.02 38.00' RT AP 6 45 +91.93 38.24' RT PC 2.00' 7 45 +93.76 40.84' RT PT 8 45 +91.74 47.22' RT AP 9 45 +89.17 55.32' RT AP 10 45 +86.22 64.60' RT PC 2.00' 11 45 +82.54 64.92' RT PRC 64.00' 12 45 +77.40 56.66' RT PT 13 45 +74.96 45.50' RT AP [1E4 45 +82.22 52.06' RT AP 45 +85.00 43.97' RT AP RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ISLAND & MEDIAN DETAILS T- 3430133 DRAWING NO. 193 PROJECTNO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 193 OF 304 `z �y 0 G, wC o w o �, Q M CL N O N 3 a vi J H w 0 z a s w 0 i z 0 z w i U w C) 0 i Y GENERAL CONSTRUCTION NOTES 1. ALL DETECTABLE WARNING SURFACES ARE 2' WIDE. SEE WSDOT STD PLAN F- 45.10 -00. 2. SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT POINTS. J�y14 CEMENT CONCRETE TRAFFIC CURB Qsw \ ;14 PER WSDOT STD PLAN-F- 110.112-02 MIR) �j R Mnw r 7, £ 4 kNDSCAPE EA � MME PLAN, SH EET 296 i13: ya 3. Fad n 2: 1 PEDESTRIAN ISLAND 7 0 5 10 20 30 SCALE IN FEET MODIFIED CEMENT CONCRETE DECORATIVE STAMPED EXTRUDED CURB, (TYP) SEE DETAIL, SHEET 24 CONCRETE PAVEMENT (TYP) 6" DECORATIVE STAMPED CONCRETE PAVEMENT (TIP) SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION 4 HMA CL _ a PG 70 -22 OVERLAI ` d 111111 �III11 EXISTING PAVEMENT 10" 1 X. 10'- VARIES I X. 1 10" MEDIAN WIDTH VARIES, 3 FT TYPICAL SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT TABLES NOTES: "X" = 14" ADJACENT TO PLANTER AREAS, 8" WHERE MEDIAN WIDTH IS 3 FT, AND VARIES IN TRANSITION AREAS MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION ilE PEDESTRIAN ISLAND 7 :, #,: STATION OFFSET DESCRIPTION RADIUS 1 749 +31.08 15.87' RT PC 50.00' 2 EMENT 20.47' RT := ;' •, 3 ,., 49.97' LT PCC 5.00' ONCRETE 16 +22.33 41.82' LT PRC 966.00' IDEWALK 1 16 +90.55 43.73' LT PRC 5.00' 6 ai\ 50.86' LT �,.r.:•.�-. \���\�ri \i:r °ei.�� 7 748 +86.43 12.22' LT }7. �i.\.:��.r ,�qi 8 748 +87.16 7.64' LT P DATE 9 16 +30.44 60.14' LT PC 2.50' 10 16 +32.04 55.75' LT PRC 979.67' 11 16 +84.49 57.22' LT PRC 5.00' 12 1 16 +88.95 63.16' LT PEDESTRIAN ISLAND 7 0 5 10 20 30 SCALE IN FEET MODIFIED CEMENT CONCRETE DECORATIVE STAMPED EXTRUDED CURB, (TYP) SEE DETAIL, SHEET 24 CONCRETE PAVEMENT (TYP) 6" DECORATIVE STAMPED CONCRETE PAVEMENT (TIP) SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION 4 HMA CL _ a PG 70 -22 OVERLAI ` d 111111 �III11 EXISTING PAVEMENT 10" 1 X. 10'- VARIES I X. 1 10" MEDIAN WIDTH VARIES, 3 FT TYPICAL SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT TABLES NOTES: "X" = 14" ADJACENT TO PLANTER AREAS, 8" WHERE MEDIAN WIDTH IS 3 FT, AND VARIES IN TRANSITION AREAS MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION ilE PEDESTRIAN ISLAND 7 :, #,: STATION OFFSET DESCRIPTION RADIUS 1 749 +31.08 15.87' RT PC 50.00' 2 749 +36.35 20.47' RT PCC 88.74' 3 16 +18.53 49.97' LT PCC 5.00' 4 16 +22.33 41.82' LT PRC 966.00' 5 1 16 +90.55 43.73' LT PRC 5.00' 6 16 +94.70 50.86' LT PRC 54.50' 7 748 +86.43 12.22' LT PRC 2.50' 8 748 +87.16 7.64' LT PT DATE 9 16 +30.44 60.14' LT PC 2.50' 10 16 +32.04 55.75' LT PRC 979.67' 11 16 +84.49 57.22' LT PRC 5.00' 12 1 16 +88.95 63.16' LT PRC 56.48' 13 748 +92.93 13.37' LT PRC 3.00' 14 748 +93.70 7.97' LT PT 15 16 +30.20 47.86' LT PC 971.83' Ili 16 +85.02 49.40' LT PT 17 16+30.31 43.53' LT PC 967.50' 18 16 +85.13 45.07' LT PT FACE OF ISLAND COMPACTED SUBGRADE 10" CEMENT CONCRETE PAVEMENT 2" CSBC ALTERNATE SECTION 1 NTS MEDIAN WIDTH VARIES SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT TABLES OVERLAY SECTION CONCRETE SECTION tl.t�tlt - \t \.I,Ttt t -.,t1 /LA�t1t� Ta /t1tA�t SEE ALIGNMENT PLANS CEMENT CONCRETE P SEE SHT 193 FOR SECTION LOCA NTS TOP OF PROPOSED CURB 2" (TYP) #3 DOWEL COLD JOINT (O a .. a�• n L, DRILL Y4" MIN DI HOLESa FILL WITH EPDXY GROUT ° 0 In 4 e a 8 a e � _6a i 1 10" CEMENT CONCRETE PAVEMENT 2" CSBC CURB DOWEL DETAIL FOR PEDESTRIAN ISLANDS 1 & 2 AT SW GRADY WAY NTS IODIRED CEMENT CONCRETE :XTRUDED CURB, ;EE DETAIL, SHEET 24, (TYP) CONCRETE ROADWAY PANEL CSBC 6" DECORATIVE MIN) STAMPED CONCRETE PAVEMENT ' YPE A (12" MIN) 4" CSBC LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 AND SECTION A -A LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 14" 6" DECORATIVE STAMPED CONCRETE a, CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10,12 -02 //-2" HMA FOR OVERLAY SAWCUT 8" CSBC 6.5" HMA 4" CSBC 8.5" CSBC PEDESTRIAN ISLAND 7 SECTION C -C NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 PLANTER AREA SEE LANDSCAPE PLAN, SHEET 296 4" CEMENT CONCRETE 14" SIDEWALK 8" 8" V27 M)LX_ 27 M_JX a . n. a a e 4' 4" a: w 4" CSBC 8" CSBC 6" DECORATIVE STAMPED 6" CSBC CONCRETE PAVEMENT 4" CSBC PEDESTRIAN ISLAND 7 SECTION B -B NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10.12 -02 0 �2" HMA FOR OVERLAY 1 SAWCUT 6.5" HMA 8.5" CSBC T -34301 341 1 X AUULIIUUM IVU J - KLV13L 3AWUU1 LIN113 UN ULIAIL3 CEMENT CONCRETE ISLAND I[ la II GIAC 11-14 -11 OS�Q� WA Ogg 2 o ' '9 20320 W� ,nE� ��, ��ONAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NM PROJ MGR: JF FILE: ISLAND & MEDIAN DETAIL K3P4Q 1139tnkenml 2S82Jefierson Avenue BID SeatBe,WA98109 Tacoma, WA 98402 DOCUMENTS 12os)2arr1s4o 12s31s2T -0T2o .dwg�kpg COm WITH DECORATIVE STAMPED RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ISLAND &MEDIAN DETAILS DRAWING NO. 194 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 194 OF 304 CEMENT CONCRETE ISLAND SEE ALTERNATE CONCRETE FINISH WIDTH VARIES WITH DECORATIVE STAMPED FACE OF SECTION 1 ISLAND WIDTH VARIES GRADE TO DRAIN WITH 2% MAX SLOPE CONCRETE FINISH R 6 " 6" 1" R SEE PLANS &DETAILS 1" R ° 6 SEE PLANS & DETAILS SEE PLANS & DETAILS 2" HMA FOR OVERLAY REVISION DESCRIPTION 12R/2 „ R j . DATE 1%2° R e .. . .F . ` a .a:v .. a a a . e.• !'' ♦ a f . / I SAWCUT • .. ', 8. a a: a � 6.5" HMA . CONSTRUCTION JOINT SEE CURB DOWEL DETAIL, SHEET 24 ������� ' CONSTRUCTION JOINT 8.5 CSBC PER CITY OF RENTON FOR ISLANDS 1 & 2, SEE CURB DOWEL DETAIL, PER CITY OF RENTON STANDARD PLAN A001 THIS SHEET STANDARD PLAN A001 ' e COMPACTED 10" CEMENT CONC PAVEMENT SUBGRADE a 2" CSBC VARIES, 2' MINIMUM COMPACTED SUBGRADE 10" CEMENT CONCRETE PAVEMENT 2" CSBC ALTERNATE SECTION 1 NTS MEDIAN WIDTH VARIES SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT TABLES OVERLAY SECTION CONCRETE SECTION tl.t�tlt - \t \.I,Ttt t -.,t1 /LA�t1t� Ta /t1tA�t SEE ALIGNMENT PLANS CEMENT CONCRETE P SEE SHT 193 FOR SECTION LOCA NTS TOP OF PROPOSED CURB 2" (TYP) #3 DOWEL COLD JOINT (O a .. a�• n L, DRILL Y4" MIN DI HOLESa FILL WITH EPDXY GROUT ° 0 In 4 e a 8 a e � _6a i 1 10" CEMENT CONCRETE PAVEMENT 2" CSBC CURB DOWEL DETAIL FOR PEDESTRIAN ISLANDS 1 & 2 AT SW GRADY WAY NTS IODIRED CEMENT CONCRETE :XTRUDED CURB, ;EE DETAIL, SHEET 24, (TYP) CONCRETE ROADWAY PANEL CSBC 6" DECORATIVE MIN) STAMPED CONCRETE PAVEMENT ' YPE A (12" MIN) 4" CSBC LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 AND SECTION A -A LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 14" 6" DECORATIVE STAMPED CONCRETE a, CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10,12 -02 //-2" HMA FOR OVERLAY SAWCUT 8" CSBC 6.5" HMA 4" CSBC 8.5" CSBC PEDESTRIAN ISLAND 7 SECTION C -C NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 PLANTER AREA SEE LANDSCAPE PLAN, SHEET 296 4" CEMENT CONCRETE 14" SIDEWALK 8" 8" V27 M)LX_ 27 M_JX a . n. a a e 4' 4" a: w 4" CSBC 8" CSBC 6" DECORATIVE STAMPED 6" CSBC CONCRETE PAVEMENT 4" CSBC PEDESTRIAN ISLAND 7 SECTION B -B NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10.12 -02 0 �2" HMA FOR OVERLAY 1 SAWCUT 6.5" HMA 8.5" CSBC T -34301 341 1 X AUULIIUUM IVU J - KLV13L 3AWUU1 LIN113 UN ULIAIL3 3uu I[ la II GIAC 11-14 -11 OS�Q� WA Ogg 2 o ' '9 20320 W� ,nE� ��, ��ONAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NM PROJ MGR: JF FILE: ISLAND & MEDIAN DETAIL K3P4Q 1139tnkenml 2S82Jefierson Avenue BID SeatBe,WA98109 Tacoma, WA 98402 DOCUMENTS 12os)2arr1s4o 12s31s2T -0T2o .dwg�kpg COm WI �- CITY OF RENTON WILL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ISLAND &MEDIAN DETAILS DRAWING NO. 194 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 194 OF 304 e a NUMBER REVISION DESCRIPTION BY APP. DATE •e • a � a . a: a e e . a a COMPACTED SUBGRADE 10" CEMENT CONCRETE PAVEMENT 2" CSBC ALTERNATE SECTION 1 NTS MEDIAN WIDTH VARIES SEE ALIGNMENT PLANS, SHEETS 81 -91, FOR MEDIAN LAYOUT TABLES OVERLAY SECTION CONCRETE SECTION tl.t�tlt - \t \.I,Ttt t -.,t1 /LA�t1t� Ta /t1tA�t SEE ALIGNMENT PLANS CEMENT CONCRETE P SEE SHT 193 FOR SECTION LOCA NTS TOP OF PROPOSED CURB 2" (TYP) #3 DOWEL COLD JOINT (O a .. a�• n L, DRILL Y4" MIN DI HOLESa FILL WITH EPDXY GROUT ° 0 In 4 e a 8 a e � _6a i 1 10" CEMENT CONCRETE PAVEMENT 2" CSBC CURB DOWEL DETAIL FOR PEDESTRIAN ISLANDS 1 & 2 AT SW GRADY WAY NTS IODIRED CEMENT CONCRETE :XTRUDED CURB, ;EE DETAIL, SHEET 24, (TYP) CONCRETE ROADWAY PANEL CSBC 6" DECORATIVE MIN) STAMPED CONCRETE PAVEMENT ' YPE A (12" MIN) 4" CSBC LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 AND SECTION A -A LANDSCAPED AREA SEE LANDSCAPE PLAN, SHEET 296 14" 6" DECORATIVE STAMPED CONCRETE a, CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10,12 -02 //-2" HMA FOR OVERLAY SAWCUT 8" CSBC 6.5" HMA 4" CSBC 8.5" CSBC PEDESTRIAN ISLAND 7 SECTION C -C NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 PLANTER AREA SEE LANDSCAPE PLAN, SHEET 296 4" CEMENT CONCRETE 14" SIDEWALK 8" 8" V27 M)LX_ 27 M_JX a . n. a a e 4' 4" a: w 4" CSBC 8" CSBC 6" DECORATIVE STAMPED 6" CSBC CONCRETE PAVEMENT 4" CSBC PEDESTRIAN ISLAND 7 SECTION B -B NTS CONSTRUCTION JOINT PER CITY OF RENTON STANDARD PLAN A001 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD DETAIL F- 10.12 -02 0 �2" HMA FOR OVERLAY 1 SAWCUT 6.5" HMA 8.5" CSBC T -34301 341 1 X AUULIIUUM IVU J - KLV13L 3AWUU1 LIN113 UN ULIAIL3 3uu I[ la II GIAC 11-14 -11 OS�Q� WA Ogg 2 o ' '9 20320 W� ,nE� ��, ��ONAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NM PROJ MGR: JF FILE: ISLAND & MEDIAN DETAIL K3P4Q 1139tnkenml 2S82Jefierson Avenue BID SeatBe,WA98109 Tacoma, WA 98402 DOCUMENTS 12os)2arr1s4o 12s31s2T -0T2o .dwg�kpg COm WI �- CITY OF RENTON WILL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ISLAND &MEDIAN DETAILS DRAWING NO. 194 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 194 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �ya [A Ul O A > a 1 O . ` -e w a .p 0 N O v? Ni; - t � a SR 167 "0 F7 L�I r 1 I I 1 I � I I 1 I I I :• #.: I I I I OFFSET El I UGC- UGP-- M - --- ' i; G C YANKEE GRILL '1 r. 1. }i 1 1 � I I I I I I I I d 10 O- 11 1 I \\ 1 A,10 +25.96 1301.20 -LT, 2. 3-N. . � BOW 1 4. p K O ■0►1G :• #.: STATION OFFSET DESCRIPTION ELEV. RADIUS ,a , 10 +28.85 118.20' LT Y 28.51' 81.50' 2 10 +31.12 110.54' LT !j - WATER PROFILE 3 10 +34.14 103.13' LT PCC 28.43' 20.00' 4 10 +40.35 95.50' LT / -. IRRIGATION PLAN 1!i 10 +49.45 1 PRC 28.70' 43.00' & 0.75' 6 1- 1 1 MIDPT 29.04' 7 iw LLJ PRC 29.03' / \ 8 10 +93.92 62.31' LT MIDPT -G- li II 11 +04.79 67' LT 1.0 PT / 'll 11 l i i RAINIER AVE S �� 28.71' 0 I t 82.14' LT MIDPT - 12 10 +81.36 65.92' LT PRC 29.03' C4 El I UGC- UGP-- M - --- ' i; G C YANKEE GRILL '1 r. 1. }i 1 1 � I I I I I I I I d 10 O- 11 1 I \\ 1 A,10 +25.96 1301.20 -LT, 2. 3-N. . � BOW 1 4. p K O ■0►1G 1"\ 1 .. 1 1 1 Z 1\ r �� 11 1 `} 11 PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA 0 5 10 20 40 60 D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT SCALE IN FEET PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS � V - Law µe§1 U' jw 8 => 5' �i -- - 8 - -- BOW STA 11 +65.04, 5 67.23' RT 4`14 1 SOUND FORD > >.. .3: , 15i .14, STA 11 5.81, 88.29' RT y(. 5 STA 11 +17.82, 1 28' RT PT, STA 11 +01.72, 130.2 RT PC, 9.5' R, STA 10+96.82, 32.93' RT rt `'STA 10 +86.95, 135.22' RT POINT LAYOUT TABLE BOW 1 BACK OF SIDEWALK 1 :• #.: STATION OFFSET DESCRIPTION ELEV. RADIUS ,a , 10 +28.85 118.20' LT Y 28.51' 81.50' 2 10 +31.12 110.54' LT MIDPT - WATER PROFILE 3 10 +34.14 103.13' LT PCC 28.43' 20.00' 4 10 +40.35 95.50' LT MIDPT -. IRRIGATION PLAN 5 10 +49.45 1 PRC 28.70' 43.00' & 0.75' 6 1- 1 1 MIDPT 29.04' 7 iw LLJ PRC 29.03' 76.50' 8 10 +93.92 62.31' LT MIDPT -G- li II 11 +04.79 67' LT 1.0 PT 1 'll 11 10 +49.62 i i RAINIER AVE S �� 28.71' 0 \ t 82.14' LT MIDPT - 12 10 +81.36 65.92' LT PRC 29.03' C4 13 11 +02.62 91.22' RT PRC 28.00' 0.75' 14 11 +02.84 92.71' RT PRC 28.02' 19.57' 1 10 +90.67 99.53' RT MIDPT - 16 10 +86.13 112.72' RT PRC 27.80' 0.75' 17 J 11 +34.94 z I PT 29.67' u Mg 1 1"\ 1 .. 1 1 1 Z 1\ r �� 11 1 `} 11 PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA 0 5 10 20 40 60 D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT SCALE IN FEET PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS � V - Law µe§1 U' jw 8 => 5' �i -- - 8 - -- BOW STA 11 +65.04, 5 67.23' RT 4`14 1 SOUND FORD > >.. .3: , 15i .14, STA 11 5.81, 88.29' RT y(. 5 STA 11 +17.82, 1 28' RT PT, STA 11 +01.72, 130.2 RT PC, 9.5' R, STA 10+96.82, 32.93' RT rt `'STA 10 +86.95, 135.22' RT POINT LAYOUT TABLE BOW 1 BACK OF SIDEWALK 1 :• #.: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 10 +28.85 118.20' LT PC 28.51' 81.50' 2 10 +31.12 110.54' LT MIDPT 28.47' WATER PROFILE 3 10 +34.14 103.13' LT PCC 28.43' 20.00' 4 10 +40.35 95.50' LT MIDPT 28.53' IRRIGATION PLAN 5 10 +49.45 91.76' LT PRC 28.70' 43.00' & 0.75' 6 10 +69.97 1 82.98' LT MIDPT 29.04' 7 10 +83.33 65.10' LT PRC 29.03' 76.50' 8 10 +93.92 62.31' LT MIDPT 29.15' 9 11 +04.79 67' LT 1.0 PT 29.31' 10 10 +49.62 90.22' LT PC 28.71' 41.50' 11 L 10 +68.61 82.14' LT MIDPT - 21.07' 12 10 +81.36 65.92' LT PRC 29.03' 0.75' GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE U11LITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37-54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, CONSTRUCTION NOTES T=3430135 Q1 MATCH EXISTING �5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. POINT LAYOUT TABLE BOW 2 BACK OF SIDEWALK 2 :• #.: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 10 +87.72 138.23' RT PC 27.95' 32.00' 2 10 +91.52 113.12' RT MIDPT 27.91' WATER PROFILE 3 11 +12.41 98.69' RT PRC 28.36' 28.00' & 0.75' 4 11 +28.59 88.99' RT MIDPT 29.60' IRRIGATION PLAN 5 11 +34.94 71.24' RT PT 29.74' 6 11 +34.94 1 62.98' RT AP 29.59' 7 11 +12.12 97.22' RT PC 28.16' 26.50' 8 11 +27.43 88.04' RT MIDPT - 9 11 +33.44 71.24' RT PT 29.72' 10 11 +33.44 67.13' RT PRC 29.63' 0.75' 11 10 +84.63 112.78' RT PC 27.78' 21.07' 12 10 +89.51 98.57' RT MIDPT - 13 11 +02.62 91.22' RT PRC 28.00' 0.75' 14 11 +02.84 92.71' RT PRC 28.02' 19.57' 15 10 +90.67 99.53' RT MIDPT - 16 10 +86.13 112.72' RT PRC 27.80' 0.75' 17 J 11 +34.94 67.13' RT PT 29.67' CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 r� -t < -tt SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 195 4' OS4�GwAA CO�ry DRAWN BY: SOD Kp� CITY OF RENTON 1 2� BID "� S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 $ DESIGN BY: JLF Public Works Department 753981 Avenue N 2502 Jefferson Avenue CHECK BY: NM Sede,WA98109 Tacama,WA98402 DOCUMENTS FEDAIDNO. - CM0167(048) P 20320 m� APPROVED FOR CONSTRUCTION PROPERTY RESTORATION PLANS «E 1+ PROJMGR: JF (206)286 -1640 (253)627 -0720 DATE: NOV 2011 INUMBERI REVISION DESCRIPTION BY APP. DATE 'I�xaL FILE: 0655dREST01.dwg www.kpg.com BY: DATE: = STA 8 +98 TO STA 12 +00 SHEET NO. 195 OF 304 z n a m /r O J ' dT � l7 -C w 9C o w m Q Y (TYP) 22 BOW 3 STA 13 +26.10, 62.83' LT 8 l� WALL - 1 77f 5 BOW-3 u ' ° ° Io� STA, 14 +866$5 ' -I V8. IT LT It 1 Iol 13 i ! JJ k 7 a 1 3 ry ;4 ..�Trse'x�,+§last34ac`s CURB 1 3 k 3`l - PC, 3.25' R STA 14 +06.85 PT 5 -- �i PT, 11iA 12 +78.20, 79.86' RT STA 14 +13.88, 68.31' RT 1 1 PC, 4' R 6 STA 12 +69.11, 79.84' RT 1 STA 12 +3 41, - 1 79.84:67_ - -► PT, STA 12 +38.41, 79.84' RT TA 12 +30.41, 67.75' RT 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Ot MATCH EXISTING. Q3 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.16 -00. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 11 ADJUST SANITARY SEWER MANHOLE TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26 12 ADJUST MONITORING WELL TO FINAL GRADE. 13 RELOCATE /ADJUST UTILITY MANHOLE TO FINAL GRADE. SEE DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. © MAINTAIN POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURE. - PT --- ►____�� _- STA 14 +54.84, 68.25' RT - - - ► PC, 3.25' R STA 14 +47.81, 68.28' RT POINT LAYOUT TABLE BOW 3 BACK OF SIDEWALK 3 - _ STATION OFFSET DESCRIPTION ELEV. RADIUS 1 13 +05.68 F PC 29.23' 63.50' 2 13 +20.68 59.09' LT PT 29.29' 64.75' LT 3 13 +50.00 52.08' LT - 29.10' 27.58' 4 13 +76.93 46.61' LT PC 28.78' PT 5 13 +83.53 46.00' LT I PT 28.70' PC, 5' R STA 13 +94.90, 47.61' LT ')' :.2.. PT, STA 12 +19.97, 71.74' LT STA 13+22.14,_6.1.32' LT--- - - - r-- ___ __ PC, 10' R STA 15 +1.72, 46.28' LT _ -_ -- r ; f PC, 4.5' R _ __ ; -- V STA 13 +85.86, 57.65' LT - w w ;\ r- STA 12 +16.64,_67.35 LT, -PC, 4.5 R STA 13 +20.88, BOW 4 59.95' LT RAINIER AVE S 14 13 STA 12+16.64, 61.87' LT �- -�- _ I� I- 15 - Lw �:\ + I „I + w \•Y. rn I I ` n \ \ Sj - - -- I4 I _ - - rtr,. - -- - - - - -- ___ LLJ J 1 ._r� - PC, 3.25' R STA 14 +06.85 PT 5 -- �i PT, 11iA 12 +78.20, 79.86' RT STA 14 +13.88, 68.31' RT 1 1 PC, 4' R 6 STA 12 +69.11, 79.84' RT 1 STA 12 +3 41, - 1 79.84:67_ - -► PT, STA 12 +38.41, 79.84' RT TA 12 +30.41, 67.75' RT 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Ot MATCH EXISTING. Q3 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.16 -00. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 11 ADJUST SANITARY SEWER MANHOLE TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26 12 ADJUST MONITORING WELL TO FINAL GRADE. 13 RELOCATE /ADJUST UTILITY MANHOLE TO FINAL GRADE. SEE DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. © MAINTAIN POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURE. - PT --- ►____�� _- STA 14 +54.84, 68.25' RT - - - ► PC, 3.25' R STA 14 +47.81, 68.28' RT POINT LAYOUT TABLE BOW 3 BACK OF SIDEWALK 3 :• #,: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 13 +05.68 61.01' LT PC 29.23' 63.50' 2 13 +20.68 59.09' LT PT 29.29' 64.75' LT 3 13 +50.00 52.08' LT - 29.10' 27.58' 4 13 +76.93 46.61' LT PC 28.78' 41.50' 5 13 +83.53 46.00' LT I PT 28.70' POINT LAYOUT TABLE BOW 4 BACK OF SIDEWALK 4 :• #,: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 15 +13.10 46.55' LT PC 27.65' 50.00' 2 15 +30.35 50.60' LT PT 27.60' 64.75' LT 3 15 +45.72 57.98' LT 14 +63.16 PC 27.58' 50.00' GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19- 23),INTERSECT10N CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS POINT LAYOUT TABLE CURB 1 CURB 1 AT D3B & D3 :• #,: STATION OFFSET DESCRIPTION RADIUS 10 14 +18.97 49.87' LT PC 15.00' 11 14 +33.18 64.75' LT PT 114,115 12 14 +48.95 64.75' LT PC 15.00' 13 14 +63.16 49.63' LT PT - CHANNELIZATION & SIGNING PLAN T- 3430136 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 11-14 -11 SURVEYED: KPG SOS�4g GIACO��' DRAWN BY: SOD �� ru '� CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. 96 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o `r` DESIGN BY: JLF BID Public Works Department - 7539thAvenueN 2502 Jefferson Avenue CHECKBY: NM Seaft INA98109 Tamma,WAI)M02 DOCUMENTS PROPERTY RESTORATION PLANS FED AID NO. - CM0167L_ '? 20320 0`r APPRO OR CONSTRUCTION DATE: NOV 2011 1{� PROJ MGR: JF (2961286.1640 (253) 627 -0720 _ - ��Oxac www.kpg.com BY: DATE:/ �2 STA 12 +00 TO STA 15 +50 SHEET NO. 196 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dRESTOi.dwg -7 a a z �y m O c ' � N _ C) c D o � � w o W N O z BOW„ 5' 1 W 11 11 i t=P 11 1 1 Z11 1 J 1 1 I! 1 1 \\\ \ \ \ h p BN 6 STA 17 +42.31,87 68' V-" STA\�59.71, 58.30' LT BEST PHO & THAI I- ----- --- - - - --- 6 O - - -- _ 96 IJGF - �_� \. M - L P- j- - - - - -- -- ---- - - - - -- i - -- PT = 749 +78.86 V RAINIER AVE S - -- _ 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEATTLE SUPER SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS SUPPLEMENT 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. O 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE g COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE _ _ G ALIGNMENT PLANS, SHEETS 81 -91. _ - 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS -. 00 164 -173. 18 - 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER _ - - 19 ! Lw URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 1 _ 13 FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT AP, STA 17 +94.14, 65.93;; RT n o POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS STA 18 +01.66, 58.00' RT o DEFINED BY THE ALIGNMENT PROFILES -\ + 2 (SHEETS 19- 23),INTERSEC11ON CURVE DATA TABLES (SHEETS 81 -92), AND PLAN 1 p 1 N -- c - V Q 7 _ 27.51' PT I PROPERTY RESTORATION LEGEND 63.19' LT PC 26.93' 10.00' r 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' 05 ' d' - - - _ _ - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT STATION OFFSET n o POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS STA 18 +01.66, 58.00' RT o DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS + 2 (SHEETS 19- 23),INTERSEC11ON CURVE DATA TABLES (SHEETS 81 -92), AND PLAN AP, STA 18 +1.10, 66.02' RT o N DIMENSIONS SHOWN. 3 V Q 7 PT 27.51' PT I PROPERTY RESTORATION LEGEND 63.19' LT - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT STATION OFFSET DESCRIPTION ELEV. i u 15 +70.29 54.95' LT PC z POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, 2 15 +75.14 50.06' LT PT i 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT = PROPERTY RESTORATION LEGEND 63.19' LT PC 26.93' 10.00' r 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' 05 ' d' - - - _ _ 0 COMMERCIAL HMA PAVEMENT AREA ? _ _ _ _ _ _ z STATION OFFSET DESCRIPTION ELEV. i 1 15 +70.29 54.95' LT PC PC 5.00' 2 15 +75.14 50.06' LT PT PRC 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT 0 15 +79.26 63.19' LT PC 26.93' 10.00' 5 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' STA 18 +26.33, - �n� ► ►���_ PC, 3.40' R 1 65.25' RT - \ STA 16 +66.04, 73.08' RT STA 17 +1s.1o, 77.4x' RT STA 17 +95.60, 72.25' RT r_ 1 WALKER'S RENTON SUBARU 5 /PT, PT, STA 16 +73.41, 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES PC, 4'R STA 17 +07.30, 77.52' RT O MATCH EXISTING. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. I POINT LAYOUT TABLE BOW 5 BACK OF SIDEWALK 5 SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 15 +70.29 54.95' LT PC PC 5.00' 2 15 +75.14 50.06' LT PT PRC 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT 4 15 +79.26 63.19' LT PC 26.93' 10.00' 5 15 +86.40 67.10' LT PRC 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' POINT LAYOUT TABLE BOW 7 BACK OF SIDEWALK 7 SHEET STATION STATION OFFSET DESCRIPTION ELEV. RADIUS 1 17 +59.65 63.00' RT PC 24.63' 50.00' 2 17 +75.47 60.65' RT PRC 24.66' 50.00' 3 17 +93.18 58.00' RT 26.00' PT 4 24.70' 61.34' LT M Q CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES RIGHT OF EASEMENT LINES NES T= 3 4 3 013 7 l_ - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS POINT LAYOUT TABLE BOW 6 BACK OF SIDEWALK 6 SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 17 +39.91 90.97' LT PC 25.55' 21.50' 2 17 +32.24 81.99' LT PCC 25.73' 10.00' 3 17 +33.49 70.98' LT PT 26.00' PROPERTY RESTORATION PLANS 4 17 +41.28 61.34' LT PC 26.38' 10.00' 5 17 +48.58 57.96' LT I PRC 26.56' POINT LAYOUT TABLE BOW 8 BACK OF SIDEWALK 8 SHEET STATION OFFSET DESCRIPTION ELEV. I RADIUS 1 19 +65.09 58.00' RT PC 25.31' 20.00' 2 19 +71.85 59.18' RT PT 25.31' WATER PROFILE 3 19 +82.50 63.00' RT AP 25.40' PROPERTY RESTORATION PLANS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 71 -W1 SURVEYED: KPG osw4XGIA ° °�9 DRAWN BY: SOD KpC '� CITY OF RENTON RAINIER AVENUE S (SR ST PRAwwTN . 197 `r � S GRADY WAY TO S 2ND ST PROJECT NO. TE0403430 o DESIGN BY: JLF BID Public Works Department - 75391hAvenueN 2502 Jefferson Avenue CHECK BY: NM Seattle,098109 Twoala,098402 DOCUMENTS PROPERTY RESTORATION PLANS FED AID NO. - CM0167(_ Ads R 20320 1ffis ��� (206) 28&1640 253 627 -0720 APP O D FOR CONSTRUCTION DATE: NOV 2011 �' PROJ MGR: JF www.kpg.com ( 1 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg BY DATE:11�Z STA 15 +50 TO STA 20 +00 SHEET NO. 197 OF 304 a z n a j�•j v, O G � J 9 I� �w 'p o w N O v; r` rn Ld w w x 0 0 0 N w z J -T- M a V 0 • �I �I • —I �1 Y NUMBER aS.r LC.7 J1.19Ymti y' � PC, 2' R 1 VISTA 21 +4�1, 71.98' RT ` PT, STA 2 5.79, 73.84' RT POINT LAYOUT TART F RnW a POINT LAYOUT TABLE ROW 1A BACK OF SIDEWALK 10 BACK OF SIDEWALK 9 k,: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 22 +91.66 63.00' LT PC 27.70' 15.00' 2 23 +03.32 61.50' LT PT 27.74' UELEVRADIIS 3 23 +11.31 59.46' LT PC 27.85' 15.00' 4 23 +23.45 58.00' LT PT 27.90' IRRIGATION PLAN 5 23 +51.25 58.00' LT PC . 6 23 +63.37 59.49' LT PT 26.08' 7 23 +71.43 61.51' LT PC 26.07' 8 23 +83.56 1 63.00' LT PT 26.04' POINT LAYOUT TABLE ROW 1A BACK OF SIDEWALK 10 -- SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 24 +32.66 58.00' RT PC 27.70' 15.00' 2 24 +37.41 58.77' RT PT 27.74' WATER PROFILE 3 24 +47.79 62.23' RT PC 27.85' 15.00' 4 24 +52.53 63.00' RT PT 27.90' IRRIGATION PLAN + o�[ 3nrrI I3S rVK YUINI 4. rn rn F— w w x 0 N w z J x F- 1. SEE PREVIOUS SHEET. PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT — PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES — - - — EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CONSTRUCTION NOTES �1 MATCH EXISTING. O5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 12 ADJUST MONITORING WELL TO FINAL GRADE. 15 ADJUST SANITARY SEWER CLEANOUT TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02, 17 CONSTRUCT CEMENT CONCRETE SIDEWALK AND RAMPS PER LES SCHWAB PROPERTY RESTORATION DETAIL, SHEET 206. 0 5 10 20 40 60 SCALE IN FEET i- 3430138 CORRESPONDING SHEFTS -- SHEET �4g OIACO 11 -1x11 SURVEYED: KPG ,OS wA e',% DRAWN BY: SOD Kp�' BID _ , o N4 DESIGN BY: JLF y - 753961 AvenueN 2502 Jefferson Avenue A m CHECK BY: NM Seatbe,WA98109 T800ma,WA98402 DOCUMENTS ? 20320 G (206 266.1640 ��oNAL bNG��� PROJ MGR: JF �kP9Wm (253)627 -0720 DATE FILE: O655dREST01.dwg �• '� CITY OF RENTON Public Works Department APPROV FOR CONSTRUCTION ,J /� BY:/ DATE/ /64/2r ` _ EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE REVISION DESCRIPTION BY APP. JOINT UTILITY TRENCH PROFILES rn rn F— w w x 0 N w z J x F- 1. SEE PREVIOUS SHEET. PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT — PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES — - - — EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CONSTRUCTION NOTES �1 MATCH EXISTING. O5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 12 ADJUST MONITORING WELL TO FINAL GRADE. 15 ADJUST SANITARY SEWER CLEANOUT TO FINAL GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02, 17 CONSTRUCT CEMENT CONCRETE SIDEWALK AND RAMPS PER LES SCHWAB PROPERTY RESTORATION DETAIL, SHEET 206. 0 5 10 20 40 60 SCALE IN FEET i- 3430138 CORRESPONDING SHEFTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 20 +00 TO STA 24 +50 DRAWING NO. CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 20 +00 TO STA 24 +50 DRAWING NO. 198 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 198 OF 304 z �ya m O `J G n N a �o K .p o w N O 0 3 V .o 0 ul ul 0 z 0 z w i U C) O i M - - NOTE: FOR CURB LOCATIONS AT LITHIA DODGE CHRYSLER, �3 SEE POINT LAYOUT TABLE, THIS SHEET. BROWN BEAR' BEGIN CEM.3 CONIC. TRAFFIC CURB LITHIA DODGE CHRYSLER O CAR WASH 16 8 15 6 o� 16 1 Q 2 : .9' : :14. j T 5,c \✓ D11 `\��� , 8 .7 18 alc 12 \ ,;y 5 '� WALL 2 G LG �u - -- - - - - - -- 458.5 R ?i STA 26 +23.20, 64.18' LT END CEM. CONC. TRAFFIC CURB BEGIN INTEGRAL CURB 6 26 SEE ALIGNMENT PLANS, SHEET 85 ` I 4' R STA 28 +74 62.10' RT , RAINIER AVE S 27 - ' PT, STA 28 +72.98, 64.97 V PT, STA 28 +45.59, 70.76' RT s _ z C - STA 28 +42.40, 62.51' RT z \ \ \ L PC, 20' R, STA 28 +41.17, 60.76 BOW 10 - - ----------- - - - - -- ' :a KFC 1 1 PC 4' R \ NOTE:. z �.�. 5 � 5 ax 4 5 1 5 STA 27 +88.07\242' RT �\ BOB BRIDGE SCION °v PROPERTY RESTORATION AND F w Z DRIVEWAY CONNECTION TO BE ( �' �' � ° °� 1 PT COMPLETED BY PROPERTY OWNER \ - - _ _J 6 i STA 26+ 7 78. PC, 4 R STA 27 +85.44, 66.31' RT \ AT BOB BRIDGE SCION PARCEL. 1 STA 26 +23.64, 1 6 - -- '7706 RT" 7 V \� 85.33' RT ST +24.42, 75.89' RT I' - - - IHOP 5 CONSTRUCTION NOTES Q1 MATCH EXISTING, Q5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. 7O RECONSTRUCT CONCRETE DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. NUMBER REVISION DESCRIPTION BY I APP.I DATE POINT LAYOUT TABLE BOW 10 BACK OF SIDEWALK 10 SEE SHEET 198 FOR BOW 10 POINTS. 0 5 10 20 40 SCALE IN FEET Mill POINT LAYOUT TABLE LITHIA DODGE CHRYSLER 11"1x11 SURVEYED: KPG C O CURB AT LITHIA DODGE CHRYSLER 73 ,y 8y� STATION DRAWN BY: SOD RADIUS :, #,: STATION OFFSET DESCRIPTION RADIUS DESIGN BY: JLF 64.18' LT CHECK BY: NM ti 28 +02.44 PROJ MGR: JF PT 232 FILE: 0655dREST01.dwg Mill POINT LAYOUT TABLE LITHIA DODGE CHRYSLER "it ..� 753%AvenueN 2502 Jefferson Avenue Seatle,WA98109 Tacoma, WA 98402 (206)2861640 (253(627 -0720 wMM. (�.00111 BID DOCUMENTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT - PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES T=3430139 - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS CATEGORY CURB AT LITHIA DODGE CHRYSLER 11 EXISTING CONDITIONS CURB AT LITHIA DODGE CHRYSLER 73 #,: STATION OFFSET DESCRIPTION RADIUS :, #,: STATION OFFSET DESCRIPTION RADIUS 1 26 +23.20 64.18' LT JOINT UTILITY TRENCH PROFILES 184 17 28 +02.44 67.66' LT PT 232 2 26 +20.39 67.64' LT 18 28 +39.78 63.25 LT 3 26 +38.91 78.74' LT PC 5.00' 19 28 +39.98 75.72' LT PC 4.50' 4 26 +48.07 74.74' LT PT 20 28 +45.36 80.13' LT PT 5 26 +48.28 67.87' LT PC 58.50' 21 28 +73.87 79.72' LT PC 4.50' 6 26 +91.61 68.05' LT 22 28 +79.06 75.29' LT PT 7 26 +91.59 75.06' LT PC 3.00' 23 28 +79.11 71.17' LT PC 54.00' 8 26 +95.11 78.06' LT PT 9 27 +27.54 78.06' LT PC 3.00' 10 27 +31.06 75.06' LT PT 11 27 +31.03 68.05' LT 12 27 +65.32 67.92' LT 13 27 +65.37 76.43' LT PC 3.00' 14 27 +68.94 79.40' LT PT 15 27 +99.62 79.18' LT PC 3.00' 16 1 28 +03.12 1 76.16' LT I PT "it ..� 753%AvenueN 2502 Jefferson Avenue Seatle,WA98109 Tacoma, WA 98402 (206)2861640 (253(627 -0720 wMM. (�.00111 BID DOCUMENTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT - PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES T=3430139 - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 24 +50 TO STA 29 +00 DRAWING NO. 199 PROJECTNO. TED403430 FED AID NO- - CM O167(048) DATE: NOV 2011 SHEET NO. 199 OF 304 a z �y '< F�j•j m /r Oc rn �> N o � .P o w N O Cq 0 3 v O O a 0 0 U i 3 0 i z w 0 i 0 Y M 1- w w x 0 0 00 M w z J x U H Q i 40 +67.92 91.90' LT 41 +04.19 41 +33.04 41 +59.24 83.71' LT 91.56' LT 75.72' LT 38 +32.11 39 +13.04 45 40 +57.00 40 +71.09 44 69.00' LT 68.00' LT 72'79 LT 78.14' L� 41 +63.53 39 +13.01 000720 -0209 \ 63.79' LT 182305 -9189 60.00' LT 40+53.64 y 41 +30.79 _ - 70.13' LT -- g 83.57' LT _ 41 +66.76 -- I 40 +71.09 61.84'LT 38 +32.11 ' - - - - - -- 68.00'LT -------------- - - - - -- -------------------------- - - - - - - - 73.00' LT - - - - - - - - - - - - - - - - - - - - - - - - - - - re - - - - - - - - 38 +32.07 39 +13.04 40 +57.16 1�t 60.00' LT 58.00' LT 62.18' LT 40 +57.19 LO 60.18' LT MON IN CASE 41 +21.56, 4.93' LT N 19' 56' 45" W ROW CL 00 39 +00 40 +00 �r OT5 - 42 N 20' 14' 38" W CONST. CL ° 41 +22.39 RAINIER AVE S 450 +00.00 S 3RD PL RAINIER AVE S Z � V` o; 41 +96.07 62.28' RT 39 +12.95 19 58.00' RT n 39 +12.95 40 +83.191 40 +96.91 U 41 +79.84 `922890 -0005 61.00' RT 60.60' RT 81.39' RT 82,40' RT --- - - - - -- - - - - -- 41 +98.43 ------- -- - ------------------- 1 41 +73.19 67.32 RT _ \ �41 +10.24 n 83.94' RT - . - . - - 3+1295 78.26' RT 69.00' RT 63.63' RT 41 +74.32 / 88,81' RT 18 40 +80.84 , 71.57' RT N 41 +82.65 182305 -9118 40 +93.30 , W 86.88' RT 90.45' RT ` O 41 +76.16 96.60' RT 1 +87.14 r ` 94.05' R' 41 +12.06 1 30' 86.05' RT 1 30' 1 LEGEND EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH PLAN I SCALE: 1" = 20' 0 5 10 20 40 60 SCALE IN FEET w U-1 x 0 0 w z J U H Q OWNERSHIPS NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY I REMAINDER PERMANENT EASEMENT TEMP. EASEMENT I LEFT I RIGHT 18 TENNESSEE GROUP, LLC 182305 -9118 SEE SHEET 13 19 CLYMER, TERESA ANN O'BRIEN 922890 -0005 11,705 2,925 1 8,780 628 1,014 44 CAPELOUTO, LEON S. 182305 -9189 SEE SHEET 13 45 FRED MEYER STORES, INC 000720 -0209 192,006• 5,842 186,164 1,297 4,507 • AREA PER KING COUNTY ASSESSORS RECORDS. T- 343014 I KLVIJtU AKLAD IU YtKM ANU ItMV UUNJI tJMI 1-UK YAKULL 45 3 -Z4 -17 Q�1'oF ivnsycjC' 11,14.11 SURVEYED: KPG '�•;�w n�� DRAWN BY: KW �. ITY OF F ENTON RAINIER AVENUE S (SR 167) DRAWING NO. 14 o:� ro•.� Kpc C 'r S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: RR 7539th AvenueN 2502 Jefferson Avenue Public Works Department aaols CHECK BY: RR Seattle, WA 96109 Tacoma, FED AID NO. - CM0167(046) WA 98402 RIGHT OF WAY PLANS F,rs • ?FCrsreRE�•v� PROJ MGR: JF I I APPROVED FOR CONSTRUCTION (206) 2861640 253 627 -0720 / DATE: NOV 2011 rDNgL LANV 5 wWW'k�'Wfn BY: /�' "Ji� DATE: /!�� /� STA 38 +00 TO STA 42 +00 SHEET NO. 14 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DROW01.dwg 1, / v z �y m u, O � > a � w o w N O z c �-7 n. r) d' 0 3 .o 0 C) 0 z 0 w i C) U W Q O rr M 4.5' R STA 30 +29.72, STA`'30 +19.10, 80.02' LT 79.98' LT 30 +19.21, 16 STA 30 +29.56, 67.64' LT 454' R €- tao'a Q-� C . -- " � II STA 29 +05.5 , 30 + I hV 66.35' RT Q I STA 29 +44.93, -I 65.09' RT < . -. • � 5 � � 8 PT STA 29 +05.37, 79.59' RT PC, 2.5' R STA 29 +01.33, 79.50' RT MAZATLAN PC, 3'R STA 29 +46.01, 77.75' RT - 0 ,' •� '018 � > I' II STA 31 +47.85, I PCC, STA 30 +74.06, 66.22' LT I 72.51' LT - -- I FIC CURB CEMENT CONC RAILROAD R O I ; 249.5' R I' -W I I SOUTH LAKE WALL 2 ,,rl -- - - - - -- VETERINARY �I --- - - - - -� I WALL 3 L uGP JGP of u9__ tii 11E,LT -z !- �j V UGP - -- L i c STA 31 +51.40 - - - - -- - - - - - - - w r - - - - -� w i G I N - I RAINIER AVE S c; o _ L0 + F_ j L- ,.- U �GF I PC, 4R �I PT STA 29 +80.04, 70.04' RT STA 29 +51.57, 7 .32' RT I RAINIER VILLAGE 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 01 MATCH EXISTING. 0 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. e _ I '-- WALL 5 AUTO BODY AND PAINT FOR BACK OFISIDEWALK POINTS I _ SEE WALL 5 f IGNMENT AND PROI ILE, SHEETS'32 & 103 -_--I X -- X RAILROAD R -O -W I - - - -- PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, T- 3430140 CORRESPONDING SHEETS CATEGORY o ,b le > ,ijI e1' -f" -L 1 - - N RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 'p 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE - k WATER PLAN 137 - 151 JOINT UTILITY TRENCH PLAN 169 > -) �\ WALL 4 �,.� _ 8 222 ILLUMINATION PLANS 233 v 287 - 299 6 -- -__ I BY i -- - -_I PT STA 29 +8097 7270' RT 8 I -9_ - -� _. I PC, 4R �I PT STA 29 +80.04, 70.04' RT STA 29 +51.57, 7 .32' RT I RAINIER VILLAGE 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 01 MATCH EXISTING. 0 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. e _ I '-- WALL 5 AUTO BODY AND PAINT FOR BACK OFISIDEWALK POINTS I _ SEE WALL 5 f IGNMENT AND PROI ILE, SHEETS'32 & 103 -_--I X -- X RAILROAD R -O -W I - - - -- PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, T- 3430140 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 a z �y a n a O ro� oy ZE o o w N O N n -14 -11 Os4'e�Owq H °'8y y '? 1 TL ¢`e ,n crsrsR 1�' TONAL E ' SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg Kp� 7539th AvenueN 2502 Jefferson Avenue BID Seatile,WA98t09 Tamme,WA98402 DOCUMENTS (206)2861640 (253) 627 -0720 wwwlpgmm " �- CITY OF FXNTON �` Public Works Department APPROV D FOR CONSTRUCTION BY: DATE/ /f RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 29 +00 TO STA 33 +50 2 DRAWING No. GOO PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEETNO. 200 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y a n a O ro� oy ZE o o w N O N w `f 0 N 3 Y 1 I c 1 ` I I I 1 I 5 1 I� a 1 °J - I I I I I I IL I le 9 I I ca I I 1- I '1 I 1 1 I I I 1 I j I NOTE: I 1 FOR VETERM „C IC j FRONTAGE I0' N J SEE DETAIL, IjEET 0 6 I 6' 9 I. -j- 1 18 J F Y -%�� O '( C3 I� N - - -1 ~ it w PC W 2 I I N I C3 I a L I + 4 - -1 M I� - M -I I I 2.00' 6 N I PT I z I 61.50' LT -_ J x 8 F 59.50' LT PT -31 _ C3 I SIFT -\ I � I I LEI � I I' -LL -!- SGT T, LL _J '( 14 1 I� I al 1 it I' PC I 2 I `34 PT 120,121 �I I I a a PC 2.00' 4 36 +83.57 I I� - L'� ItiI I I SIFT -\ I � I I LEI � I I' -LL -!- SGT T, LL _J I' 1, POINT LAYOUT TABLE CURB 3 CURB AT D21 & D23 '( STATION OFFSET I RADIUS 1 it i I PC 2.00' 2 e' 60.00' LT PT 120,121 �I I I a a PC 2.00' 4 36 +83.57 58.00' LT PT - 5 • I �I 2.00' 6 W 61.50' LT PT N 7 37 +46.03 61.50' LT PC 2.00' 8 1 37 +48.07 59.50' LT PT I' 1, POINT LAYOUT TABLE CURB 3 CURB AT D21 & D23 -- 7 STATION OFFSET DESCRIPTION RADIUS 1 36 +66.63 61.91' LT PC 2.00' 2 36 +68.67 60.00' LT PT 120,121 3 36 +81.53 60.00' LT PC 2.00' 4 36 +83.57 58.00' LT PT - 5 37 +10.07 59.50 LT PC 2.00' 6 37 +12.11 61.50' LT PT N 7 37 +46.03 61.50' LT PC 2.00' 8 1 37 +48.07 59.50' LT PT DATE POWER SPORTS i� 21 9 16 `I L , 20 e a II JACK IN THE BOX � e - - CONSTRUCTION NOTES Q1 MATCH EXISTING. 5O CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. O7 RECONSTRUCT CEMENT CONCRETE DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 12 ADJUST MONITORING WELL TO FINAL GRADE. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. 18 CONSTRUCT CEMENT CONCRETE SIDEWALK PER VETERINARY CLINIC PROPERTY RESTORATION DETAIL, SHEET 206. ©0 PAVE AGAINST ROCKERY. 2, CONSTRUCT ASPHALT RAMP AT DOORWAY PER DETAIL, SHEET 207. - -- - - 1 16 t� ^ -S€€ BETAIt SHEU X09. NT -ASR WMPROVEINENTS; FOR - POWER- S- PORTS-RO - - - - - - - - - - - - /-- - - - - - - - - - - - - - - - - - . ....... � C II :1 � I I I + I I I � 35 RAINIER AVE S 36 I I I I I I I I I I I I I I I I I I L .j - A 96 a. I 1 ;. 7:5'-1-- -- 1 I I 1 I I � 9 I MCFAW - � -- 7 UGP UGP- _ -- -' - - CD - - -- 1 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN .5. • 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN e ILLUMINATION PLANS ,•4 • 288 LANDSCAPE PLAN 300 L N C NUMBER REVISION DESCRIPTION BY APP. DATE C3 ....r_ 0 � Tl T _ ��''��_ + 00 00 N w z J x - - - - - -- a - -- - � -- 7 UGP UGP- _ -- -' - - - - - - -- 1 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 • 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN e ILLUMINATION PLANS ,•4 • 288 LANDSCAPE PLAN 300 I C NUMBER REVISION DESCRIPTION BY APP. DATE ....r_ - � Tl T _ ��''��_ fir� - � -- 7 RIGHT OF WAY PLANS _ -- -' - - - - - - -- 1 ALIGNMENT PROFILE GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES T=3430141 - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS 0 5 10 20 40 60 SCALE IN FEET CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 z my m O P ' P Q F"J 0 � O z 11-1¢11 OS4'4�Gwa COBq S o ' - zoszo w� F lSiE ti +`�' �OhSL SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg Kp� BID 75391hAvenueN 2502JefiersonAvenue BID Seatlle,WA98109 Taolma,WA91102 DOCUMENTS (206128G1640 (2 531 62 7 -012 0 www.kpg.can '6 CITY OF FENTON `I` Public Works Department APP OR CONSTRUCTION BY: DATE :! /� RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 33 +50 TO STA 38 +00 DRAWING NO, 201 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2071 SHEET NO. 201 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z my m O P ' P Q F"J 0 � O z M a d- Y I � QDOBA I BLOCKBUSTER I I I 1 I I - II -- - -- - ----- - - - - -- s i ° - - - FRED MEYER V 5 ---------- ------------ -- -- b' e I ♦ ° 4 STA 449+27.0 8 _30.39' LT PC f R STA 449 +28.02;' 1 44.50' LT D PT STA 449 +30.16, 46.36' LT SHEET -� - -I- N EXISTING CONDITIONS s - p SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- - -- 153 �\ Z r- 8 1 ° - - - -- - -- -- - - - - -- -- - - - - - - - - - - - - -- 224 / \ 1 STA 41 +54.18, \ 1 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 1 � 1 11 1 62.06' LT \ 1 - w _____________ STA 40 +36.70 \ '_ \ 1 w L - � \ 1 \ STA 449+27.0 8 _30.39' LT PC f R STA 449 +28.02;' 1 44.50' LT D PT STA 449 +30.16, 46.36' LT - 1..' ♦ -. a •• °Q t e. �. '_ a m. 1 4 � 1 ------ SHEET -� - -I- 14 EXISTING CONDITIONS s - p SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- - -- 153 �\ Z r- 8 1 ° - - - -- - -- -- - - - - -- -- - - - - - - - - - - - - -- 224 ILLUMINATION PLANS \ 1 STA 41 +54.18, \ 1 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 1 � 1 11 1 62.06' LT \ 1 - w _____________ STA 40 +36.70 \ '_ \ 1 w \ 1 \ RAINIER AVE S o \ \ \I_ 1 \ CD o 41 1 \ 1 - > 1 1 + M a 39 40 A r 1 1I 1 w z J JCh - - -- ------- - - - - -, -- - - - - - - - - - -- -- _ - - -_ -- -- -- _ - - - -- -- -- �� - - - -- -_- - 1 U "P _ .. UCH -- U�,- -�.� -�- - 1..' ♦ -. a •• °Q t e. �. '_ a m. 1 4 � 1 ------ SHEET -� - -I- 14 EXISTING CONDITIONS - - - -�-- SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- WATER PROFILE 153 T- 171 JOINT UTILITY TRENCH PROFILES 1 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 CONSTRUCTION NOTES r - -- - -- , McLENDON 5I1 HARDWARE Q1 MATCH EXISTING. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. �9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. 0 5 10 20 40 60 SCALE IN FEET 1 , w �. �v J / SUB SHOP 1 X, GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND F I COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS T- 3430142 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 11 -14 -11 SURVEYED: KPG OS4'e�Owa �OSy DRAWN BV: SOD Im " CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 202 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 75391hAvenueN 2502JefiersonAvenue DESIGN BY: JLF BID Public Works Department FED AID NO. - CM0167(048) - CHECK BY: NM Seade,WA96109 Tamma,WA96402 DOCUMENTS PROPERTY RESTORATION PLANS DATE: NOV 2011 A�.r• FQO APP V FOR CONSTRUCTION PROJMGR: JF TER ��r (206)256.1640 (253) 627 -0720 �OncsL tit wwekpgmm IT DATES SHEET NO. 202 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg //�L STA 38 +00 TO STA 42 +00 z a� m �O � ' T n y A N < a .p K . ` O N O z DIAMOND - LIL'S CASINO f L _ I $ r - - r 1 %h= 27 { x.. f D26 I NOTE: J -- -' Id FOR FIRESTONE FRONTAGE IMPROVEMENTS, SEE DETAIL,I O SHEET 207 REILLY,S 2 v '� . n . . , � - :: � °> � a m. .r - �1• Err ,i a V O 3 w 0 i a .o 0 0 i z 0 z w v w O M OREILLY'S I STA 546.48.90 1 NOTE: FOR EXTRUDED CURB 4LAYOUT, / v SEE DETAIL AND POIN�AYOUT TABLE, THIS SHEET. / ! y F \CCU l PROPERTY RESTORATION LEGEND / D COMMERCIAL HMA PAVEMENT AREA lSl v - s / 0 CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT , PROPERTY LINES WALGREENS r / SAWCUT LINES RIGHT OF WAY LINES EASEMENT LINES _ 7 APPROXIMATE CONSTRUCTION LIMITS BOW 13 I i -- - - - - -- / � 1 5. 3 0 / / I ° 8 s r - - 6 .p4n - - 1 3 --- - - - - -- =� / °. M 0 N I- w w x N CD CD V) w Z J x 1: < / 77L PT STA \ 551 +68.' 57.50' Ri 1 /g/ AF i RAINIER AVE S •n. 2; h L "' r y ` 1- iGr' -- IJr,"`_ l'i� \7 .• I err' .� -` '¢:, / Oil Af 4 v I ., �/4 6 CO � e Co {S-1 ^sl� PC, 10:5 56.02' \ PT, /STA 51 +53.70, 5° S PC,vQTRv STA 551 +8 : 57.5T RT/ 0 5 10 20 40 60 SCALE IN FEET I 16 01 POINT LAYOUT TABLE BOW 13 BACK OF SIDEWALK 13 #•: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 45 +83.32 63.00' LT PC 31.78' 20.17' 2 45+90.49 72.72' LT MIDPT 32.05' 80.95' LT 3 46 +01.93 76.59' LT PRC 32.25' 15.00' 4 46 +09.04 78.74' LT MIDPT 32.22' 3.00' 5 46 +13.87 84.31' LT PRC 32.11' 1 13.48' 6 46 +24.92 91.39' LT PT 31.75' 45 +96.25 7 46 +00.29 1 76.49' LT I PC 32.21' 14.79' 8 46 +06.34 83.16' LT MIDPT 32.18' 11.34' 9 46 +14.30 85.12' LT PT 32.06' 1 OF ii i!j I WALKER'S RENTON SUBARU POINT LAYOUT TABLE BOW 14 BACK OF SIDEWALK 14 :. #.: STATION I OFFSET DESCRIPTION ELEV. RADIUS 1 47 +12.25 105.69' LT PC 32.35' 22.38' 2 47 +16.16 99.72' LT MIDPT 32.33' 80.95' LT 3 47 +18.16 92.63' LT PRC 32.22' 33.20' 4 47 +22.08 80.38' LT MIDPT 32.39' 3.00' 5 47 +30.10 70.80' LT PRC 32.86' 24.40' 6 47 +36.22 63.62' LT MIDPT 33.07' 45 +96.25 7 47 +39.33 54.53' LT PT 33.07' 18.24' 8 47 +19.01 88.19' LT PC 32.25' 11.34' 9 47 +26.12 82.89' LT MIDPT 32.45' 10 1 47 +27.15 73.46' LT PT 32.70' 14.54' r s Z o° POINT LAYOUT TABLE CURB 4 h� 1) V V ti CURB 4 :. #.: STATION OFFSET DESCRIPTION RADIUS 1 45 +70.21 71.75' LT PC 3.00' 2 45 +72.33 74.62' LT PRC 64.00' 3 45 +86.52 80.95' LT PT 45 +29.48 4 45 +89.91 83.14' LT PC 64.00' 5 1 549 +17.85 63.67' RT PRC 3.00' 6 549 +15.53 60.92' RT PT 31.53' 7 45 +92.43 1 73.97' LT PT MIDPT 8 45 +96.25 1 75.64' LT PT 99.18' RT PRC T -3 P INT LAYOUT TABLE BOW 15 BACK OF SIDEWALK 15 :. #.: STATION OFFSET DESCRIPTION ELEV. RADIUS 1 45 +11.10 58.00' RT PC 30.86' 46.50' 2 45 +16.63 58.33' RT PCC 30.95' 28.00' 3 45 +29.48 63.28' RT PRC 31.14' 27.66' 4 45 +34.55 72.56' RT - 31.35' IRRIGATION PLAN 5 45 +37.97 76.01' RT PRC 31.53' 30.00' 6 45 +45.87 86.41' RT MIDPT 31.86' REVISION DESCRIPTION 7 45 +48.59 99.18' RT PRC 32.17' 18.24' 8 45 +50.66 107.78' RT MIDPT 32.09' 14.17' 9 45 +56.53 114.39' RT PT 31.89' 10 45 +41.13 79.11' RT PC 31.67' 14.54' Ill 45 +40.58 90.63' RT MIDPT 31.90' 12 1 45 +48.60 98.93' RT PT 132.16 ' GENERAL CONSTRUCTION NOTES 1. SEE PREVIOUS SHEET. CONSTRUCTION NOTES Q1 MATCH EXISTING. O CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE HMA PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE, SHEET 24. 9O CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. Qom/ b {'4: STA 549 14.87 CUR a r , I I STA 45 +70 r �. I .. II �� \� U)G /j// EXTRUDED CURB 4 LAYOUT DETAIL 430144 POINT LAYOUT TABLE BOW 16 BACK OF SIDEWALK 16 SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 46 +39.08 78.90' RT PC 31.66' 21.98' 2 46 +47.47 72.12' RT MIDPT 31.64' WATER PROFILE 3 46 +51.47 62.62' RT PRC 31.61' 15.00' 4 46 +55.11 54.92' RT MIDPT 31.64' IRRIGATION PLAN 5 46 +62.56 50.20' RT PRC 31.53' 15.01' 6 46 +68.33 1 47.01' RT MIDPT 31.41' REVISION DESCRIPTION 7 46 +72.15 41.86' RT PT 31.34' _8 46 +51.35 63.36' RT PC 31.61 14.17' 9 46 +59.45 58.52' RT MIDPT 31.68' TO 46 +62.72 50.15' RT PT 31.53' CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 a z �y h N O/7 G �ti _C a T j o O N 11 -14 -11 CSF'4�OWAA C0 8.y N _ 02� '•per G"s �¢`� Q,0 ��$ xnL SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg KpG'r 753MAvenueN 2502 Jefferson Avenue BID Seal6e,WA98109 Tacema,WA98402 DOCUMENTS (206) 286.1640 (253) 627.0720 vrHw kpg cam " >} CITY OF RENTON Public Works Department APPROV FOR CONSTRUCTION By DATE :4 RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 45 +00 TO STA 49 +00 DRAWING NO. L 2 404 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2071 SHEET NO. 204 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y h N O/7 G �ti _C a T j o O N a 0 N 3 a O w a i U O 0 i C �3 0 0 i z c� w 0 i Q Y I� 'I F- i era oG? SUBWAY GP P _ I - - I - c N I — ��,..— -v`i- ,. b- F-- r- I ° 50 RAINIER AVE S Z +.p J O Q ��N. -Vl-j— n}-.- �n, _... -u.� _ �r— I�•` -_— -.6:_- W _ - 4� t, J 1 _ �. -y -.r � .i A i L -- I 53 I I <n I i I I I I — -- -- - - -- \,,b' �-- — —, — I/� r QI: I ii I TACO.TIME I I CO) I > Z J CD �� - - -- '_ .I DENNY'S 1d I 4- I CI I\1 III � Y7 i W ti I I i T z Ell 0 5 10 20 40 60 Y J, SCALE IN FEET I I r I I'Il T1I PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES — - - — EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS SEE DRIVEWAY PLANS AND PROFILES SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, T- 3430145 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS 65 SITE PREPARATION & TESC PLAN 79 ALIGNMENT PLAN 91 ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT U11UTY TRENCH PROFILES - PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 227 ILLUMINATION PLANS - IRRIGATION PLAN - LANDSCAPE PLAN - KAMY At JL UUKNLK UP KAINIGK ANU ZNU. GIA 11 -14.11 OS�43, WA HO '69 ti - °02l _ 207ER O qq� r0untl� SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg KPGr 7539thAvenueN 2502JeBersonAvenue BID SeaMe,WA98109 Tamela,WA98402 DOCUMENTS (206)286-1640 (253) 627 -0720 wxwkpgcom °' - CITY OF RENTON Public Works Department APP V D FOR CONSTRUCTION BY: DATE:�L RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 49 +00 TO STA 53 +25 DRAWINGNO. 205 PROJECT NO. TED403(0 FED AID NO. -C NOV 011 DATE: OV 2011 SHEET NO. 205 OF 304 REVISION DESCRIPTION BY APP. DATE z My Kl y rn O G 1 NC U� o w N O z c 1, 0 N 3 N i a J D o. D EXISTING CONCRETE STAIRWAY AND LANDING 19.0' 8.0' MATCH BACK OF 12:1 Mf SIDEWALK EL. ADA RAMP D' �v v MATCH ELEVATION AT TOP OF EXISTING FIRST STEP PROVIDE FULL DEPTH EXPANSION JOINT AGAINST FACE OF EXISTING STEP 4" CEMENT CONCRETE SIDEWALK -1� 4" CSBC -/ COMPACTED SUBGRADE APPROXIMATE ELEVATION AT TOP OF EXISTING CONCRETE WALKWAY, REMOVE EXISTING SIDEWALK AND INSTALL NEW SIDEWALK TO MATCH TOP OF FIRST STEP 32.6' 6.0' MATCH FINISHED FLOOR ELEVATION 4" YELLOW PAINT LINE FACE OF EXISTING VETERINARY CLINIC BUILDING MATCH BACK OF SIDEWALK GRADE AND PROVIDE FULL DEPTH EXPANSION JOINT, SEE POINTS TABLE, THIS SHEET CEMENT CONCRETE SIDEWALK SECTION SLOPE DETERMINED BY END POINTS AND EX. STEP ELEVATION VETERINARY CLINIC FRONTAGE SECTION A -A REMOVE EXISTING SIDEWALK AND REPLACE WITH CEMENT CONCRETE 3.•� SIDEWALK ELEVATEDJD -PTCH TOP OF THE FIRST STEP OF ADJA NT STAIRS EXISTING STAIRS AND LANDING A ■■ . �.N .. ■ It VETERINARY CLINIC FRONTAGE DETAIL NTS, SEE PROPERTY RESTORATION PLANS, SHEET 201. o . 4" YELLOW PAINTLINE 4 D � d . CEMENT CONCRETE :r THICKENED SIDEWALK EDGE ■ ■ iO ■ VETERINARY CLINIC FRONTAGE NOTES: ■ 1. TOP OF CEMENT CONCRETE SIDEWALK TO MATCH ELEVATION OF THE TOP OF THE LOWEST EXISTING STEP. 2' 2. WHERE CEMENT CONCRETE SIDEWALK IS ADJACENT TO BUILDING, SLOPE AWAY FROM BUILDING AT 2% MAX CROSS SLOPE IN ALL LOCATIONS. _= 00 3. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER A o o AND OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO o CONSTRUCTION. -,__ - -- 4. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN CEMENT CONCRETE SIDEWALK AND CONCRETE BUILDING FACE. PRESERVE AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING S CONSTRUCTION. \\ 5. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN / \ CEMENT CONCRETE SIDEWALK AND EXISTING CONCRETE STAIRWAY. 6. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH. VETERINARY CLINIC FRONTAGE PLAN VIEW FACE OF EXISTING BUILDING MATCH EXISTING FLOOR EL MAINTAIN CLEARANCE FOR PROPER FUNCTION OF EXISTING DOOR i i i 4" CEMENT CONCRETE SIDEWALK FINISHED FLOOR EL = 25.5' - 60' �, / �� J VARIES SAX CEMENT CONCRH WALK,t�, MATCH FINISHED LOOR 14 y ION FACE OF LES SCHWAB BUILDING AT DOORWAY TO NSURE PRW,ER _' 1' MIN VARIES POUR CONCRETE SIDEWALK AGAINST FUNCTION OF EXIS NG DOORS AN Q, CEMENT CONC. SIDEWALK EXISTING BUILDING FACE ENTRY WAY \�� �����. '��,- 4" CSBC LES SCHWAB FRONTAGE SECTION A -A LES SCHWAB FRONTAGE NOTES: LES SCHWAB FRONTAGE PLAN VIEW 1. MATCH FINISHED FLOOR ELEVATION OF BUILDING AT THE DOORWAY. U TOP BACK OF 2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS. NEW HMA PER / MATCH FINISHED FLOOR EL, SIDEWALK 3. SLOPE CEMENT CONCRETE SIDEWALK AWAY FROM BUILDING AT 2% MAX IN ALL HMA PARKING SEE SECTION A -A NOTE EDGE OF EXISTING BUILDING (TYP) LOCATIONS AND MAINTAIN POSITIVE DRAINAGE TO DRAINAGE STRUCTURES. AND DRIVEWAY j PAVEMENT MATCH SIDEWALK ENSURE POSITIVE DRAINAGE NEW HMA PER HMA PARKING 4. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND DETAIL, SHEET " ELEVATION TO LOW POINT AT AND DRIVEWAY PAVEMENT OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO CONSTRUCTION. P4, i4 CEMENT DRAINAGE STRUCTURE DETAIL, SHEET 24. ,CONCRETE SIDEWALK 12 5. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN CEMENT 1 MAX - - - -1% MINT,-_ `, - - CONCRETE SIDEWALK AND CONCRETE BUILDING FACE. PRESERVE AND PROTECT .,.. ALL ELEMENTS OF THE EXISTING STRUCTURE DURING CONSTRUCTION. zz 6. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE 19' 8' 32.6' 6' SIDEWALK. 4" CSBC 7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH W JOINT FILLER PERPENDICULAR LES SCHWAB FRONTAGE SECTION B -B LES SCHWAB FRONTAGE DETAIL TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM. NTS, SEE PROPERTY RESTORATION PLANS, SHEET 198 8. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH. .� 03x20 ,ty0 'vonu� NUMBER REVISION DESCRIPTION BY APP. DATE SURVEYED: KPG TABLE DRAWN BY: JLF IM�4Q ELEVATION 1 33 +91.62 DESIGN BY: JLF 753 9th Avenue N 2502 Jefferson Avenue CHECK BY: NM Seate,WA96109 Taooma,WA96402 PROJMGR: JF (206) 236-1640 (253)627 -0720 25.43 - ww0pporn FILE: 0655dREST01.dvvg 23 +38.86 BID DOCUMENTS CITY OF RENTON Public Works Department APPROVE,p FOR CONSTRUCTION BY: VET CLINIC FRONTAGE LAYOUT TABLE POINT NO STATION OFFSET ELEVATION 1 33 +91.62 73.64' LT 25.79 2 33 +85.64 70.74' LT 25.66 3 33 +83.33 64.34' LT 25.43 ARBY'S .2'. 1 T- 3430146 i /STA 23 +7 . 6.98' LT 7: :8. �- STA 23 +74.44, 62.16' LT STA 23 +70.27, 61.f LT n D9 ARBY'S CURB LAYOUT TABLE POINT NO /----- OFFSET - - ------ - - - - -- -- -- - - -I�\ - ARBY'S CURB LAYOUT TABLE POINT NO STATION OFFSET DESCRIPTION RADIUS 1 23 +22.54 70.41' LT PC 4.00' 2 23 +23.90 73.41' LT PT - 3 23 +24.94 74.33' LT - - 4 23 +38.86 58.50' LT - - 5 1 24 +52.82 63.50' LT - - 6 24 +45.88 71.43' LT - - 7 24 +57.62 63.50' LT - - 8 24 +48.60 73.82' LT - - ARBY'S CURB DETAIL NTS, SEE PROPERTY RESTORATION PLANS, SHEET 198. RAINIER AVENUE S (SR 167) DRAWING NO. 206 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FEDAIDNO. - CM0167(048) PROPERTY RESTORATION DETAILS DATE: NOV 2011 SHEET NO. 206 OF 304 a a z n a a n O G v n y �a D ' d . ` K w a 0 . ` o W m O z RA 1 0 3 a H w LO LO i U O 0 0 �3 i z c� w i a Y FACE OF EXISTING BUILDING MATCH EXISTING FLOOR ELEVATION, MAINTAIN CLEARANCE FOR PROPER FUNCTION OF EXISTING DOOR 2.3' COMMERCIAL HMA i PEDESTRIAN RAMP 12:1 MAX SLOPE FINISHED MATCH BACK OF SIDEWALK FLOOR EL = 27.77' PROVIDE LL DEPTH EXPANSION JOINT SAWCUT COMPACTED SUBGRADE 4" CEMENT CONCRETE SIDEWALK 4" CSBC POWER SPORTS FRONTAGE SECTION A -A FACE OF EXISTING BUILDING CEMENT CONCRETE SIDEWALK SECTION PER TYPICAL SECTIONS 83' PLACE CONCRETE OVER FINISHED EXISTING CONCRETE MATCH BACK OF SIDEWALK FLOOR EL = 27.77' GRADE AND PROVIDE FULL DEPTH EXPANSION JOINT 2% MAX SAWCUT COMPACTED SUBGRADE 4" CEMENT CONCRETE SIDEWALK 4" CSBC POWER SPORTS FRONTAGE SECTION B -B I �I � I M ° A/ °a A ° A IR CEMENT CONCRETE SIDEWALK SECTION PER TYPICAL SECTIONS POWER SPORTS FRONTAGE NOTES: 1. MATCH FINISHED FLOOR ELEVATION OF BUILDING AT THE DOORWAY. 2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS. 3. SLOPE CEMENT CONCRETE SIDEWALK AWAY FROM BUILDING IN ALL LOCATIONS AND MAINTAIN POSITIVE DRAINAGE TO DRAINAGE STRUCTURES. 4. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO CONSTRUCTION. 5. PROVIDE FULL DEPTH EXPANSION JOINT WITH )" JOINT FILLER BETWEEN BUILDING -SIDE CEMENT CONCRETE SIDEWALK AND CONCRETE BUILDING FACE. PRESERVE AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING CONSTRUCTION. 6. PROVIDE FULL DEPTH EXPANSION JOINTS WITH )" JOINT FILLER BETWEEN ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT CONCRETE SIDEWALK. 7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER PERPENDICULAR TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM. 8. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH. 9. SEAL ALL HMA JOINTS WITH AR -4000W SEALANT. GRADE COMMERCIAL HMA TO DRAIN TOWARD DRAINAGE STRUCTURE 3 FACE OF EXISTING BUILDING 4" YELLOW MATCH EXISTING FLOOR EL, PAINT LINE MAINTAIN CLEARANCE FOR PROPER CEMENT CONCRETE FUNCTION OF EXISTING DOOR THICKENED SIDEWALK EDGE -\ CEMENT CONCRETE SIDEWALK NEW HMA PER HMA PARKING AND ENSURE POSITIVE DRIVEWAY PAVEMENT DRAINAGE TO LOW POINT DETAIL, SHEET 24. AT DRAINAGE STRUCTURE FIRESTONE FRONTAGE ELEV TABLE POINT NO A COMMERCIAL HMA B PEDESTRIAN RAMP OFFSET ELEVATION DESCRIPTION k . . 43 +19.05 62.42' LT . -. - - - -- -, - o 2 43 +30.85 60.48' LT 30.47' PRC 101.91' 3 43 +41.91 58.63' LT 30.42' MIDPT 4 ° 58.00' LT 30.38' PT 5 43 +73.70 58.00' LT 30.44' - 6 43 +81.76 FACE OF EXISTING BUILDING 4" YELLOW MATCH EXISTING FLOOR EL, PAINT LINE MAINTAIN CLEARANCE FOR PROPER CEMENT CONCRETE FUNCTION OF EXISTING DOOR THICKENED SIDEWALK EDGE -\ CEMENT CONCRETE SIDEWALK NEW HMA PER HMA PARKING AND ENSURE POSITIVE DRIVEWAY PAVEMENT DRAINAGE TO LOW POINT DETAIL, SHEET 24. AT DRAINAGE STRUCTURE FIRESTONE FRONTAGE ELEV TABLE POINT NO STATION OFFSET ELEVATION DESCRIPTION RADIUS 1 43 +19.05 62.42' LT 30.49" MIDPT 2 43 +30.85 60.48' LT 30.47' PRC 101.91' 3 43 +41.91 58.63' LT 30.42' MIDPT 4 43 +56.15 58.00' LT 30.38' PT 5 43 +73.70 58.00' LT 30.44' - 6 43 +81.76 58.00' LT 30.48' - REVISION DESCRIPTION 7 44 +00.77 58.00' LT 30.53' - 8 44 +06.78 58.00' LT 30.53' - 9 43 +07.09 62.96' LT 30.49' PC 101.66' 1% MIN- 1' MIN VARIES 4" CSBC FIRESTONE FRONTAGE SECTION A -A TOP BACK OF SIDEWALK MATCH FINISHED FLOOR EL, SEE SECT. A -A NOTE MATCH SIDEWALK ELEVATION 4" CEMENT CONCRETE SIDEWALK _ 12 17.5' 8' RAMP 4" CSBC FIRESTONE FRONTAGE SECTION B -B 18.5' �I 17.5' 8' RAMP 1 L - • FIRESTONE FRONTAGE NOTES: J II = I -jl A - - - -- 1. MATCH FINISHED FLOOR ELEVATION AND EXISTING CONCRETE SLAB _ _ _ ELEVATION AT DOORWAY. 4 i _ d _ ro- 2. MAINTAIN PROPER FUNCTION OF ENTRY WAY AND DOORS. 3. MAINTAIN POSITIVE DRAINAGE TOWARD DRAINAGE STRUCTURES. 4. SLOPE SIDEWALK AT 1% TOWARD BUILDING FACE ALONG FIRESTONE FRONTAGE. A A °° .3 �A' 9'•- 1 .' . 2 ° 5. COORDINATE CONSTRUCTION SCHEDULING WITH THE PROPERTY OWNER AND 5 ° OCCUPANT. PROVIDE AT LEAST 1 WEEK NOTIFICATION PRIOR TO - A CONSTRUCTION. _ A _ Il 6. PROVIDE FULL DEPTH EXPANSION JOINT WITH %" JOINT FILLER BETWEEN - _ _ 4" YELLO 111 CEMENT CONCRETE SIDEWALK AND EXISTING CONCRETE CURB. PRESERVE ` • _ _ _ - AND PROTECT ALL ELEMENTS OF THE EXISTING STRUCTURE DURING _Ii -1 PAINT LINEI 1 ,- CONSTRUCTION. - _ 1_411 7. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER BETWEEN -- `� ROADSIDE CEMENT CONCRETE SIDEWALK AND BUILDING -SIDE CEMENT F - - - - - -- - - - - - - - -- - - - - -- CONCRETE SIDEWALK. I 8. PROVIDE FULL DEPTH EXPANSION JOINTS WITH %" JOINT FILLER PERPENDICULAR TO THE ROADWAY AT REGULAR SPACING, 10 FT MAXIMUM. FIRESTONE FRONTAGE PLAN VIEW FINISHED FLOOR EL = 30.11' 1 POUR CONCRETE SIDEWALK AGAINST EXISTING CONCRETE ENTRANCE SLAB I POWER SPORTS FRONTAGE PLAN VIEW POWER SPORTS FRONTAGE DETAIL NTS, SEE RESTORATION PLANS, SHEET 201. 9. CEMENT CONCRETE SIDEWALK SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH. FIRESTONE FRONTAGE DETAIL NTS, SEE PROPERTY RESTORATION PLANS, SHEET 203. NEW HMA PER HMA PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. T- 3430141 a z n n N N OV0 I roS � N A 0 �d 1 o w ti O N wy8 CO& tt -asn G1a ACS wnsy Z _ '' =�` y 'A 20320 ¢`e �vOmnti�,$�' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJMGR: JF FILE: 0655dREST01.dvvg 11M 10, R 1539th Avenue 2502 Jefferson Avenue "'ID Seattle,WA98109 Taooma,WA98402 DOCUMENTS (1w�l�w o (253) 021 -0120 " >� CITY OF RENTON „u - Public Works Department APPR FOR CONSTRUCTION �� BY: DATE: /NIL(e RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION DETAILS DRAWING No. 207 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 207 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z n n N N OV0 I roS � N A 0 �d 1 o w ti O N O 3 v } 3 0 0 u� i U 0 C O o+ 3 0 z CD w i a' 50 40 30 20 10 0 +00 e' D — l T } 1 J , �1 h: -4 0 +50 1 +00 I DRAWING NO. D3 STA 14 +82.111 LT � N 2��Ytl ta 1' COD NW V]ai UU DB ODB /SOD �P� DESIGN BY: I 1.09% 219% r-,) MO M O v NM jm LLJ + m n I- www.kpg.com FILE: O655DDWY01.dwg C) m lY\ 14 j O _.._...I U m -♦— W N U U U (n — oo I— -- - - - -T— \O — 4.599, -- 1-- - - - - -- -- - -- M -- =0.53% M m ---------- I i I S — ---- - —6.969 N I V - - - -- __ F 0.63% _ I L n z F t La--- � O low C) H N W e' D — l T } 1 J , �1 h: HIGH POINT ELEV = 28.07 HIGH POINT STA = 0 +65.23 PM STA = 0 +68 PVI ELEV = 28.15 10' VC LOW POINT ELEV = 26.79 LOW POINT STA = 0 +92.11 PVI STA = 0 +88 PVI ELEV = 26.76 10' VC 50 0 +00 0 +50 1 +00 I DRAWING NO. D3 STA 14 +82.111 LT u ✓� N + N SEE DRIVEWAY SCHEDULE, 1' COD NW V]ai UU DB ODB /SOD �P� DESIGN BY: I 1.09% 219% r-,) MO M O WW NM jm LLJ + m n g www.kpg.com FILE: O655DDWY01.dwg C) m lY\ j O _.._...I U m m W N U U U (n W C•.4 Ni -- - - - -T— — 4.599, -- 1-- - - - - -- -- - -- M -- =0.53% M m I i I S — ---- - —6.969 N I ao - - - -- __ F 0.63% _ I L n z F La--- 2 O low C) H N W W w N d w w IL H < HIGH POINT ELEV = 28.07 HIGH POINT STA = 0 +65.23 PM STA = 0 +68 PVI ELEV = 28.15 10' VC LOW POINT ELEV = 26.79 LOW POINT STA = 0 +92.11 PVI STA = 0 +88 PVI ELEV = 26.76 10' VC 50 0 +50 D1 STA 12 +53.40. RT 1 +00 40 30 20 10 0 +00 0 +50 D2 STA 14 +30.87. RT Y INUMBERI REVISION DESCRIPTION BY APP. DATE a Y�l 40 30 20 1 +00 10 CA HIGH POINT ELEV = 27.36 HIGH POINT STA = 0 +61.03 PVI STA = 0 +63 PM ELEV = 27.43 10' VC M +� }^ ON + PVI STA = 1 +13.01 PVI ELEV = 25.13 10' VC m °• 40 RAINIER AVE S 0 +00 0 +50 1 +00 I DRAWING NO. D3 STA 14 +82.111 LT u ✓� N + N SEE DRIVEWAY SCHEDULE, 1' COD NW V]ai UU DB ODB /SOD �P� DESIGN BY: I 1.09% 219% r-,) MO M O WW NM jm LLJ + m n g www.kpg.com FILE: O655DDWY01.dwg C) m lY\ j O _.._...I U m m W U U U (n W C•.4 Ni -- - - - -T— — 4.599, -- 1-- - - - - -- -- - -- M -- =0.53% M m I i I S — ---- - —6.969 N I ao - - - -- __ F 0.63% _ I L n z F La--- 2 O w� ' H N W W w N d w w IL H < 0 +50 D1 STA 12 +53.40. RT 1 +00 40 30 20 10 0 +00 0 +50 D2 STA 14 +30.87. RT Y INUMBERI REVISION DESCRIPTION BY APP. DATE a Y�l 40 30 20 1 +00 10 CA HIGH POINT ELEV = 27.36 HIGH POINT STA = 0 +61.03 PVI STA = 0 +63 PM ELEV = 27.43 10' VC M +� }^ ON + PVI STA = 1 +13.01 PVI ELEV = 25.13 10' VC m °• 40 RAINIER AVE S 0 +00 0 +50 1 +00 I DRAWING NO. D3 STA 14 +82.111 LT u ✓� N + N SEE DRIVEWAY SCHEDULE, DATE: NOV 2011 NW V]ai UU DB ODB /SOD �P� DESIGN BY: I 1.09% 219% BID B D ODB /SOD mM WW NM jm LLJ JF (206)2661640 (253) 627 -0720 w g www.kpg.com FILE: O655DDWY01.dwg m m >U j U m m W C•.4 Ni -- - - - -T— — 4.599, -- 1-- - - - - -- -- - -- - -- -- =0.53% S N I ao F rn F W' I I w Q 2 ' H N H c W I 30 20 10 0 +00 U i 4 e. 0 +00 0 +50 1 +00 I DRAWING NO. D3 STA 14 +82.111 LT II H ti SEE DRIVEWAY SCHEDULE, DATE: NOV 2011 NOTES & DETAILS, SHEET 216 SURVEYED: DRAWN BY: DB ODB /SOD �P� DESIGN BY: I 1.09% 219% BID B D ODB /SOD 7539th AyMueN 2502Jefiew Avenue CHECKBY: NM Seate,WA96109 TaoDma,WA96402 DOCUMENTS PROJ MGR: JF (206)2661640 (253) 627 -0720 w g www.kpg.com FILE: O655DDWY01.dwg m 30 20 10 0 +00 U i 4 e. HIGH POINT ELEV = 27.36 HIGH POINT STA = 2 +66.19 PVI STA = 2 +67.87 PA ELEV = 27.43 10' VC PM STA = 3 +28.50 PVI ELEV = 24.99 0000 cV M 0^0 V �I f— M N O O I DRAWING NO. II H ti FED AID NO. - CM0167(048) DATE: NOV 2011 d RAINIE(R� AVE Si I --_ -- - - - -- -- __ I 1.09% 219% M + 1 N cNi > _ w g W 'C m m W !n W j U m m W C•.4 Ni HIGH POINT ELEV = 27.36 HIGH POINT STA = 2 +66.19 PVI STA = 2 +67.87 PA ELEV = 27.43 10' VC PM STA = 3 +28.50 PVI ELEV = 24.99 0000 cV M 0^0 V �I f— M N O O I DRAWING NO. II H ti FED AID NO. - CM0167(048) DATE: NOV 2011 d RAINIE(R� AVE Si I --_ -- - - - -- -- __ I 1.09% 219% M + 1 N cNi > _ w g W 'C m m W !n W j U m m W > -- 1-- - - - - -- -- - -- - -- 4.039; -- F W d w w IL < 0 +50 1 +00 D3A STA 14 +82.11, LT 'A } CITY OF RENTON rll Public Works Department APPROVED FOR CONSTRUCTION BY: 50 19 20 10 0 +00 T- 3430148 SEE SHEET 215 FOR DRIVEWAY 313 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRIVEWAY PLANS & PROFILES 0 +50 1 +00 D4 STA 16 +90.34, RT 0 5 10 20 40 60 SCALE IN FEET i M + I DRAWING NO. II H ti FED AID NO. - CM0167(048) DATE: NOV 2011 S SHEET NO. 208 OF 304 I --_ -- - - - -- -- __ I 1.09% 219% - -- j cD 2 c0 N O W < 3 N _ I N H _ g SEE SHEET 215 FOR DRIVEWAY 313 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRIVEWAY PLANS & PROFILES 0 +50 1 +00 D4 STA 16 +90.34, RT 0 5 10 20 40 60 SCALE IN FEET pp 208 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 208 OF 304 z �y a n O V � "a > E w O O R 0 3 50 40 30 20 10 0 +00 + N 0 +50 D5 STA 18 +50.53, RT 1 +00 •1111 40 30 I j 'd' rn III ODB ODB /SOD On n I i I R i I N C N V) N I G, I -- —'= d 1.86% C) -- - - -; - � waw.kpg.00m ICL. i I - -! —__ 2.54% 1_72 %____� + w I � , I � � z i N H z N F w Lj - N F w n - -- cd (un). + w 4 CO O = — J. - _.w -' - -w- N Q 0 +50 D5 STA 18 +50.53, RT 1 +00 •1111 40 30 10 0 +00 0 +50 D6 STA 19 +25.05, LT A� R 0 A C/ EH Ro Y NUMBER REVISION DESCRIPTION BY APP. i DATE NAL ti IC3PCw ODB ODB /SOD On n ' � + O I R u N C GL V) N t G, I -- —'= d 1.86% C) -- - - -; - � waw.kpg.00m _._ -_ -_ - _.. - - - -- - - -zE- co - M w + w w I w N H z N F w Lj - N F w n - -- 10 0 +00 0 +50 D6 STA 19 +25.05, LT A� R 0 A C/ EH Ro Y NUMBER REVISION DESCRIPTION BY APP. i DATE NAL ti IC3PCw ODB ODB /SOD On n ' � + O I V X!' 4 li 7 50 40 30 20 10 0 +00 + O O + N I IC3PCw ODB ODB /SOD On n ' � + O I R j— - N C GL Seattle,WA98109 t G, iw (206)286.1640 C) O C, waw.kpg.00m can. c M w V X!' 4 li 7 50 40 30 20 10 0 +00 + O O + N I IC3PCw ODB ODB /SOD On n ' � + O I ODB /SOD j— - - -�' It CHECK BY: NM Seattle,WA98109 V Q PROJ MGR: JF (206)286.1640 CL O Cn waw.kpg.00m -4.99 e FILE: 0655DDWYOi.dwg M w > w I w O N F w Lj - N F w n - -- 2.09% 0 +50 D7 STA 19 +98.50, RT SURVEYED: DRAWN BY: IC3PCw ODB ODB /SOD On n j�•j /r N DESIGN BY: ODB /SOD 7539t Avenue 2502 Jefferson Avenue -L �> CHECK BY: NM Seattle,WA98109 Twoma,098402 PROJ MGR: JF (206)286.1640 (253) 627 -0720 O Cn waw.kpg.00m CQ FILE: 0655DDWYOi.dwg M BID DOCUMENTS 50 40 30 20 10 0 +00 HIGH POINT ELEV = 26.01 HIGH POINT STA = 0 +64.77 PM STA = 0 +68 PVI ELEV = 26.09 I VC 12 + N (Ji PM STA = 0 +78 PA ELEV = 25.16 4n' !in 0 +50 D8 STA 21 +28,51. RT CITY OF RENTON Public Works Department APP FOR CONSTRUCTION B Y DATE: 1w, � -RAMP - UGP --- q . QNOTE: 1 DRIVEWAY (D9) CONNECTION TO BE COMPLETED BY PROPERTY OWNER AT ARBY'S /BROWN BEAR PARCEL (PARCEL 37).. 1 +00 T=3430149 SEE DRIVEWAY SCHEDULE, 0 5 10 20 ao so NOTES & DETAILS, SHEET 216 SCALE IN FEET RAINIER AVENUE S (SR 167) DRAWING NO. 209 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 FED AID NO. - CM0167(048) DRIVEWAY PLANS & PROFILES DATE: NOV 2011 SHEET NO. 209 OF 304 a —z �y On n j�•j /r N no �U -L �> o K a .p O N X w O Cn CO CQ w M w > w - -- - - - - -- — — 0.22 %_ w 0 +50 D8 STA 21 +28,51. RT CITY OF RENTON Public Works Department APP FOR CONSTRUCTION B Y DATE: 1w, � -RAMP - UGP --- q . QNOTE: 1 DRIVEWAY (D9) CONNECTION TO BE COMPLETED BY PROPERTY OWNER AT ARBY'S /BROWN BEAR PARCEL (PARCEL 37).. 1 +00 T=3430149 SEE DRIVEWAY SCHEDULE, 0 5 10 20 ao so NOTES & DETAILS, SHEET 216 SCALE IN FEET RAINIER AVENUE S (SR 167) DRAWING NO. 209 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 FED AID NO. - CM0167(048) DRIVEWAY PLANS & PROFILES DATE: NOV 2011 SHEET NO. 209 OF 304 a —z �y On n j�•j /r N O -L �> o K a .p o w w O z 0 M O+ 3 a s r. w w x N O O N Q N w z Q 42 +52.16 42 +52.15 42 +91.34 I 43 +56.48 44 +52.74 49 77.13' LT 74.13' LT 82.72' LT 46 66.97 LT 75.85' LT 42 +52.13 42 +56.83 42 +91.46 I 43 +55.95 48 44 +52.62 000720 -0190 71.13' LT 82.20' LT 74.94' LT 000720 -0149 63.00' LT 75.00' LT _ 000720 -0126 44 +63.61 45 43 +07.09 43 +55.41 44 +51.66 90.50' LT 000720 -0209 . 66.96' LT 59.00' LT 67.85' LT __ 42 +56.95 44 +02.93 44 +63.61 t42+16.97 -- 74.20' LT 44 +51.00 75.85' LT 63.08' LT _ _---- - - - - -- - -- 63.00_LT -- ------ - - - - -- - - 44 +64.31 42 +52.10 3.24 44 +06.02 44 +04.48 64.00' LT 66.13 'LLT 66.96' LT� 63.00' LT 74.98' LT 43 +14.00 43 +72.71 44 +06.0 44 +50.46 64.60' LT 64.06' LT 66.98' LT 59.63' LT 59.00' LT 43+ in LT - 43# Zj0 N 19' 56' 45" W ROW CL N 20' 14' 38" W CONST. RAINIER AVE S _ . 7016 T 42 +6646 44 +.71.66 68.34' RT 850' RT . +31 59.00' RT 42 +40.19 42 63. 0T 7595' RT 76.3' R ' ` ------------------ _ 42+83.07 --- - -- - -- - - - -- +5900' RT 7\ 70.16' RT 19 922890 -0005 / a �Klm 42 +66.36 43 +09.78 90.34' RT 91.00' RT - EXISTING PROPERTY LINE - - - - EXISTING RIGHT OF WAY LINE - - - NEW RIGHT OF WAY LINE --- - - - - -- PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE 50' EXISTING RIGHT OF WAY WIDTH 43 +84.72 81.00' RT - 43 +84.72 91.00' RT 0 000720 -0101 PLAN SCALE: i" = 20' 0 5 10 20 40 60 SCALE IN FEET 44 +71 44 +64.70/ / 44 +87.81 RT T w w N O O U-) N w z J U H Q OWNERSHIPS NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY I REMAINDER PERMANENT EASEMENT TEMP. EASEMENT I LEFT I RIGHT 19 CLYMER, TERESA ANN O'BRIEN 922890 -0005 SEE SHEET 14 20 ZAFERO PROPERTIES, LLC 000720 -0101 42,621 4,998 1 37,623 48 7,409 45 FRED MEYER STORES,INC 000720 -0209 SEE SHEET 14 46 GOULD, ALVIN R., WALLACE, NELSON 000720 -0149 14,954 1,417 13,537 348 919 48 TOULA PROPERTIES, LLC 000720 -0126 16,170 1,000 15,170 335 749 49 MALESIS PETRATOS ENTERPRISE, LLC 000720 -0190 15,970 910 15,060 405 1,402 T- 343015 I YHttI.tL N ttUYY YCKM ItMY CONJI tZ)MI AKtAZ) 3 -24 -11 F'voe•wns >�'J aw y' o ro2 ' ro; °� •• 39016 �, `a�' •'FCrsrasE`?'' 4 si0 LANG S� �� -�a -n SURVEYED: KPG DRAWN BY: KW DESIGN BY: RR CHECK BY: RR PROJ MGR: JF FILE: O655DROW01.dwg � 753 9th Avenue 2502 Jefferson Avenue SeaWe,WA98109 Taooma,WA9W2 (206128G1640 (2531627 -0720 wxw•kpg,Wm s5 �� CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: /.��� , RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST RIGHT OF WAY PLANS STA 42 +00 TO STA 45 +00 DRAWING NO. 15 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 15 OF 304 2 REMSEU AND REVISED PARCEL 20 ROW PERM AND TEMP CONST ESMT AREAS 8 -19 -11 NUMBER REVISION DESCRIPTION BY APP. DATE a z by h a O c ' d i N d � K w { C! N O 0 a 0 (V N Q \ 3 r 0 0 i U O c O 3 w 0 / a Y -0� r 61' t j C� i GAF D10 STA 25 +20.95, RT NOTE: DRIVEWAY CONNECTION TO BE COMPLETED BY PROPERTY OWNER AT BOB BRIDGE SCION PARCEL 50 40 30 20 �s 0 -- n S -F O O U �� - -- -- 4 11, . i z. �I ' O A t 25 �. C> C)7-- - o — — -- Ln i3 Ij HIGH POINT ELEV = 26.11 HIGH POINT STA = 1 +01.37 PVI STA = 0 +97 PVI ELEV = 26.12 }0 -VE 50 10 0 +00 0 +50 1 +00 D11 STA 25 +11.13, LT 40 30 20 HIGH POINT ELEV = 25.56 HIGH POINT STA = 0 +92.11 PVI STA = 0 +90.38 PVI ELEV = 25.64 O LO D p O LO �+ N L O �+{ AINIER IVE S - - - -- 00 �� cr' 2t n 00 MO MN w Q U U cUU C>, o o N mm ww &i +N w a ----- � -- =3.35 22% -0.22% - - - -� - - -- CD 7. m M W F s' . o X - 8.28 11 + w N ¢ H - - w - - - -- 7% Q -- -- -- 7_34, 10 0 +00 0 +50 1 +00 D11 STA 25 +11.13, LT 40 30 20 HIGH POINT ELEV = 25.56 HIGH POINT STA = 0 +92.11 PVI STA = 0 +90.38 PVI ELEV = 25.64 10 0 +00 0 +50 1 +00 DI IA STA 26 +05.31. LT 50 40 30 20 10 0 +00 y F I 0 0 Lnn HIGH POINT ELEV = 28.27 HIGH POINT STA = 0 +64.47 PVI STA = 0 +67.68 PVI STA = 0 +83.68 PVI ELEV = 28.35 PVI ELEV = 26.89 X10' VC�O' VCS O LO D p O LO �+ N L 00 QD 00 _ 00 �� cr' 2t n 00 MO MN w + rRAINIER Al7E C>, o o N O 0i U m &i +N w w> m N' >m ww >m m M W 'j s' . - 8.28 - - - - - - -- 7% -2.24% -- -- -- 7_34, - -- H J U' — — w w tl'1 !n w + w 10 0 +00 0 +50 1 +00 DI IA STA 26 +05.31. LT 50 40 30 20 10 0 +00 y F I 0 0 Lnn HIGH POINT ELEV = 28.27 HIGH POINT STA = 0 +64.47 PVI STA = 0 +67.68 PVI STA = 0 +83.68 PVI ELEV = 28.35 PVI ELEV = 26.89 X10' VC�O' VCS 0 +50 1 +00 D12 STA 26 +38.02, RT 50 40 30 20 T= 3430150 HIGH POINT ELEV = 28.34 HIGH POINT STA = 0 +63.90 PM STA = 0 +66.95 PM STA = 0 +86.95 PVI ELEV = 28.42 PVI ELEV = 26.76 X10' VC��10, VCS O LO D p O LO �+ N L 00 QD 00 _ 00 �� cr' 2t w + o O N O 0i U m &i +N w w> m 0i W Q >m M W 'j >wQ - 8.28 - - - -- - -- 7_34, H J w w w 0 +50 1 +00 D12 STA 26 +38.02, RT 50 40 30 20 T= 3430150 HIGH POINT ELEV = 28.34 HIGH POINT STA = 0 +63.90 PM STA = 0 +66.95 PM STA = 0 +86.95 PVI ELEV = 28.42 PVI ELEV = 26.76 X10' VC��10, VCS 10 0 +00 0 +50 1 +00 D13 STA 27 +34.15. RT SEE DRIVEWAY SCHEDULE, 0 5 10 20 40 60 NOTES & DETAILS, SHEET 216 SCALE IN FEET r1 -14 -11 SURVEYED: KPG y094'4�GwAAyC�y2 DRAWN BY: ODB /SOD "r CITY OF PENTON RAINIER AVENUES (SR 167) DRAWING NO. 210 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ o� DESIGN BY: ODB /SOD 7539th AvenueN 2502 Jefferson Avenue BID Public Works Department PROJECNO. - TED40430 y CHECK BY: NM Sealde,WA96109 Tacoma,WA9902 DOCUMENTS DRIVEWAY PLANS & PROFILES ? a 20320 o y 2 APP V FOR CONSTRUCTION DATE: NOV 2011 +� rsre 11aQ' PROJ MGR: JF (061266 -1640 (2 531 621 -07 20 �, / NUMBER REVISION DESCRIPTION BY APP. DATE 'vow,c FILE: 0655DDWY01.dwg wwwkpg Oxn BY: DATE: SHEET NO. 210 OF 304 a z �y a m O c ' G v r U n O (`aaaJ G -C O O LO D p O LO �+ N L ON _ w � o 0i U m &i w w> m m W Q 'j - 8.28 - - - -- - -- 7_34, H J w w 10 0 +00 0 +50 1 +00 D13 STA 27 +34.15. RT SEE DRIVEWAY SCHEDULE, 0 5 10 20 40 60 NOTES & DETAILS, SHEET 216 SCALE IN FEET r1 -14 -11 SURVEYED: KPG y094'4�GwAAyC�y2 DRAWN BY: ODB /SOD "r CITY OF PENTON RAINIER AVENUES (SR 167) DRAWING NO. 210 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ o� DESIGN BY: ODB /SOD 7539th AvenueN 2502 Jefferson Avenue BID Public Works Department PROJECNO. - TED40430 y CHECK BY: NM Sealde,WA96109 Tacoma,WA9902 DOCUMENTS DRIVEWAY PLANS & PROFILES ? a 20320 o y 2 APP V FOR CONSTRUCTION DATE: NOV 2011 +� rsre 11aQ' PROJ MGR: JF (061266 -1640 (2 531 621 -07 20 �, / NUMBER REVISION DESCRIPTION BY APP. DATE 'vow,c FILE: 0655DDWY01.dwg wwwkpg Oxn BY: DATE: SHEET NO. 210 OF 304 a z �y a m O c ' G v r U n O (`aaaJ G -C O rl O (V c� O 3 Y U O c 0 h rn c 3 0 Z c� w 0 / Q .a 0 z 0 z w V w O rr N O O u` , t b1 y .. , •. D 4 1, 1 50 40 30 20 PM STA = 0 +68.47 PVI STA — 0 +89.43 PM ELEV = 23.91 MA ELEV = 25.65 1 n' Vr. I 10 I I VC O ,,)I + +� 1 11 O _� N N - -+ m N O O — 753MAvenueN 2502 Jefferson Avenue SCaIGe,WA98109 Tacoma,WA98402 (206) 286 -1640 (253) 627 -0720 www.kpg.cDm S GRADY WAY TO S 2ND ST _ O N V O d N FED AID NO. - CM0167(048) fn UD > > >m > w q M O Ln m w APP V FOR CONSTRUCTION w DATE: NOV 2011 I ----- -- - - -- L —3.78i _ 2.53% — 0.6 _- - - - - -- _ —_ -- — ! I m� I I I TJ + W� —o D W 3 I - - - - -- V r —3.42% w I 10 -- 0+00 r— NUMBER 0 +50 D14 STA 28 +20.62, LT REVISION DESCRIPTION 50 40 30 20 1 +00 10 0 +00 N 50 40 30 20 Al 'r CITY OF RENTON N O I o II 71 -1417 'OS�4�GIA COg92 y `0320 �FQ� `�vONgL tiT� SURVEYED: DRAWN BY: ODB ODB /SOD DESIGN BY: ODB /SOD CHECK BY: NM PROJ MGR: JF FILE: 0655DDWY01.dwg 753MAvenueN 2502 Jefferson Avenue SCaIGe,WA98109 Tacoma,WA98402 (206) 286 -1640 (253) 627 -0720 www.kpg.cDm S GRADY WAY TO S 2ND ST _ H cD O d N FED AID NO. - CM0167(048) DOCUMENTS O Ln APP V FOR CONSTRUCTION w DATE: NOV 2011 I ----- -- - - -- M —3.78i _ 2.53% — = ��r�iF O +N cD M Z 4: F b0 m� Q�j ~ e/i V TJ + W� —o D W 3 - - - - -- -- J r —3.42% w I LJ O O I I I 1.53% w w w fnU 1 +00 10 0 +00 N 50 40 30 20 50 40 30 00% 20 HIGH POINT ELEV = 27.31 LOW POINT ELEV = 25.97 HIGH POINT STA = 0 +62.30 LOW POINT STA = 0 +89.36 PVI STA = 0 +65.13 PA STA = 0 +85.13 PM ELEV = 27.39 PVI ELEV = 25.95 1n' Vr Al 'r CITY OF RENTON RAINIER AVENUE S (SR 167) 71 -1417 'OS�4�GIA COg92 y `0320 �FQ� `�vONgL tiT� SURVEYED: DRAWN BY: ODB ODB /SOD DESIGN BY: ODB /SOD CHECK BY: NM PROJ MGR: JF FILE: 0655DDWY01.dwg 753MAvenueN 2502 Jefferson Avenue SCaIGe,WA98109 Tacoma,WA98402 (206) 286 -1640 (253) 627 -0720 www.kpg.cDm S GRADY WAY TO S 2ND ST o cD O d FED AID NO. - CM0167(048) DOCUMENTS O Ln APP V FOR CONSTRUCTION w DATE: NOV 2011 — ILL O M N O = ��r�iF O +N b0 m� Q�j 6i M e/i V W —o D W - - - - -- -- J r —3.42% I LJ O O I I I 1.53% w w w 50 40 30 00% 20 HIGH POINT ELEV = 27.31 LOW POINT ELEV = 25.97 HIGH POINT STA = 0 +62.30 LOW POINT STA = 0 +89.36 PVI STA = 0 +65.13 PA STA = 0 +85.13 PM ELEV = 27.39 PVI ELEV = 25.95 1n' Vr 0 +50 1 +00 0 +00 0 +50 0 +00 0 +50 D15 STA 28 +00.49, RT D16 STA 28 +47.81, RT D17 STA 28 +88.46, RT Al 'r CITY OF RENTON RAINIER AVENUE S (SR 167) 71 -1417 'OS�4�GIA COg92 y `0320 �FQ� `�vONgL tiT� SURVEYED: DRAWN BY: ODB ODB /SOD DESIGN BY: ODB /SOD CHECK BY: NM PROJ MGR: JF FILE: 0655DDWY01.dwg 753MAvenueN 2502 Jefferson Avenue SCaIGe,WA98109 Tacoma,WA98402 (206) 286 -1640 (253) 627 -0720 www.kpg.cDm S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 I 0' VC FED AID NO. - CM0167(048) DOCUMENTS DRIVEWAY PLANS & PROFILES APP V FOR CONSTRUCTION w DATE: NOV 2011 BY O M LLI u°Oj O ��r�iF O +N b0 m� Q�j 6i M e/i V W —o D W LJ O O 1.53% fnU M >w Mm w I —7.2 79' - - - -- -- 0.69 _ _ M Z I o rn 1 + w O I Q U NQ 0 +50 1 +00 0 +00 0 +50 0 +00 0 +50 D15 STA 28 +00.49, RT D16 STA 28 +47.81, RT D17 STA 28 +88.46, RT 29 �n CD ■ HIGH POINT ELEV = 26.42 HIGH POINT STA = 0 +60.40 PM STA = 0 +63.97 PM ELEV = 26.51 10' VC 50 40 30 20 = 343015 LOW POINT ELEV = 25.38 LOW POINT STA = 0 +77.84 PVI STA = 0 +73.97 PVI ELEV = 25.31 Al 'r CITY OF RENTON RAINIER AVENUE S (SR 167) 71 -1417 'OS�4�GIA COg92 y `0320 �FQ� `�vONgL tiT� SURVEYED: DRAWN BY: ODB ODB /SOD DESIGN BY: ODB /SOD CHECK BY: NM PROJ MGR: JF FILE: 0655DDWY01.dwg 753MAvenueN 2502 Jefferson Avenue SCaIGe,WA98109 Tacoma,WA98402 (206) 286 -1640 (253) 627 -0720 www.kpg.cDm S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department 0' VC FED AID NO. - CM0167(048) DOCUMENTS DRIVEWAY PLANS & PROFILES APP V FOR CONSTRUCTION DATE: NOV 2011 BY APP. DATE 29 �n CD ■ HIGH POINT ELEV = 26.42 HIGH POINT STA = 0 +60.40 PM STA = 0 +63.97 PM ELEV = 26.51 10' VC 50 40 30 20 = 343015 LOW POINT ELEV = 25.38 LOW POINT STA = 0 +77.84 PVI STA = 0 +73.97 PVI ELEV = 25.31 10 -- — — — — - - -- 1+00 0 +00 0 +50 1 +00 D1 7A STA 29 +65.07, RT SEE DRIVEWAY SCHEDULE, 0 5 10 20 4o so NOTES & DETAILS, SHEET 216 SCALE IN FEET Al 'r CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 211 BID ML S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department 0' VC FED AID NO. - CM0167(048) DOCUMENTS DRIVEWAY PLANS & PROFILES APP V FOR CONSTRUCTION DATE: NOV 2011 BY DATE:/ /� LLI u°Oj O ��r�iF O 6i M e/i V W U W 1.53% 10 -- — — — — - - -- 1+00 0 +00 0 +50 1 +00 D1 7A STA 29 +65.07, RT SEE DRIVEWAY SCHEDULE, 0 5 10 20 4o so NOTES & DETAILS, SHEET 216 SCALE IN FEET a z n `] a Imo] < jrj m /r v, N o V I GC —a O m Q N y Al 'r CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 211 BID ML S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department FED AID NO. - CM0167(048) DOCUMENTS DRIVEWAY PLANS & PROFILES APP V FOR CONSTRUCTION DATE: NOV 2011 BY DATE:/ /� SHEET NO. 211 OF 304 a z n `] a Imo] < jrj m /r v, N o V I GC —a O m Q N y �i O 3 N w Q Y r vN W 40 30 20 10 0 +00 0 +50 D18 STA 30 +22.35, RT I _ r 3`� Is41I h � R CD I _ b %"i u!v. _iL ( ai -01 �.+ �k •--<— j FPi h + 0 N Ji, r -- I I , O II 00 i o CO (D SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 wi WORE I I M. + � AIR- ++ -�<-�� I - - I _407 %, 255% -- - _ n —co F Yn- > � Im m w Q O o N -- — , 064% J + ~ O w Cl! O N o w g S M N— o ~ J x U i N w BY APP. DATE w w w w V) mm w w it i I i 2.49% 1.4 j S L i m � " �i 11 j j 11 II m II 11 � 1 _ jll ;�I L11 _ I m 1. I -- I I , O II 00 i o CO (D SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 r I I > + � - - - - - -- -�- ++ -�<-�� I - - I _407 %, 255% -- - _ n —co F Yn- > � Im m w Q O o N -- — , 064% J + ~ O w Cl! O N o w g S M N— o ~ J x U i N w BY APP. DATE w w w w V) Q w w it i I i 2.49% 1.4 L i 3i 50 all 30 20 HIGH POINT ELEV = 27.14 HIGH POINT STA = 0 +48.91 PVI STA = 0 +45.78 PA ELEV = 27.17 PM STA = 0+" .78 V PM ELEV = 25.69 7' VC 10 - 0+00 0 +50 D1 8A STA 350 +96.59, RT 50 RI 40 30 '3`I -- , O II 00 00 CO (D SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 r I I > + O Z ++ -�<-�� I - - I _407 %, 255% -- - _ n m I >w¢ > � Im m w Q 1 o N -- — , 064% J + ~ O w Cl! O N o rD g S M N— ~ J O J U i NUMBER w BY APP. DATE w w w w w w w w it i 10 - 0+00 0 +50 D1 8A STA 350 +96.59, RT 50 RI 40 30 '3`I 10 1 - 0+00 0 +50 D19 STA 35 +63.52, LT 50 RI 40 30 Pill INIE AR VE S -- , O II + O INIE AVE S SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 i I I > O Z ++ -�<-�� I - - I _407 %, 255% -- - _ n N 0.00 1 C.5 Q 1 o N Q J N 3 J + ~ O w I I N N hV g S Q __ -_ I _ - -- _ - _2.61% 0.12% NUMBER REVISION DESCRIPTION BY APP. DATE w w w w 10 1 - 0+00 0 +50 D19 STA 35 +63.52, LT 50 RI 40 30 Pill INIE AR VE S -- , O II + O SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 i I I > 5 CL Im ++ -�<-�� I - - I _407 %, 255% -- - _ __ °' '� CITY OF RENTON _u Public Works Department APP FOR CONSTRUCTION BY: DATE r !/L 0.00 1 C.5 Q o N 10 0 +00 0 +50 D20 STA 36 +26.76. LT 1 +00 50 40 30 20 F SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 i I I > Im ++ -�<-�� SURVEYED: KPG DRAWN BY: ODB /SOD DESIGN BV: ODB /SOD CHECK BY: NM PROJMGR: JF FILE: 0655DDWY01.dwg 75391hAvenueN 2502JefiersonAvenue Seatlle,WA98109 Tacema,WA98402 (206)286.1640 (253)627 -0720 wwwkpgoDm BID DOCUMENTS °' '� CITY OF RENTON _u Public Works Department APP FOR CONSTRUCTION BY: DATE r !/L 0.00 DRAWING NO. 212 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 212 OF 304 C.5 o N Q J N 3 J + ~ O w I I I Q x g 10 0 +00 0 +50 1 +00 D21 STA 36 +97.74. LT z �y j.�.j � O N D d ,t -C W a .p o w � O SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 SCALE IN FEET 60 OS4'4�Own yO�y y — o 'n zoszo w'� We R tit /0 L ++ -�<-�� SURVEYED: KPG DRAWN BY: ODB /SOD DESIGN BV: ODB /SOD CHECK BY: NM PROJMGR: JF FILE: 0655DDWY01.dwg 75391hAvenueN 2502JefiersonAvenue Seatlle,WA98109 Tacema,WA98402 (206)286.1640 (253)627 -0720 wwwkpgoDm BID DOCUMENTS °' '� CITY OF RENTON _u Public Works Department APP FOR CONSTRUCTION BY: DATE r !/L RAINIER AVENUES SR 167 S GRADY WAY TO S 2ND ST DRIVEWAY PLANS &PROFILES DRAWING NO. 212 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 212 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y j.�.j � O N D d ,t -C W a .p o w � O O + N p y y p 4- p N U + 0 0 HIGH POINT ELEV = 29.38 HIGH POINT STA = 0 +57.97 PVI STA = 0 +60 PA STA = 0 +74 PVI ELEV = 29.43 PM ELEV = 27.98 50 6' VG _ — — -, 5011 - - LO -- ^ - -- 6 VC o N - - -- - -� - -- c� !i + + + F +^ _' + + _ —._ + tiw +r II +wl _. __ -- Q.0 —.__ _ r +rn 6rn o n n N 40 °, ° o co0v 40 a 40 — — - -- z 40 t � > > >UU -- s U UU�w� Gi1;.i �Q IL �, m wwmml ww a -4689. - -_ 30, - - - -- - - -- _- 3 - 1Bp _1 -I - -- i -. -- - - -- 16%025$_ - -- -- _ 301 - - -o— -�° _2 02% r T -- - - - - -- -- - 7- 30 30 - - 537- - - - N � � � it i i � ^ j Z 20 0 rn F 20 — w ¢ Iw — 20 o 10 iw w ___ ti Q 0 +00 0+ - w 10..._ - -. - 10 ti 50 1 +00 10 -- - -- 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 D22 STA 37 +14.58, RT D23 STA 37 +59.19, LT D24 STA 39 +76.34, LT D25 STA 42 +50.98, RT SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 T- 3430153 0 5 10 20 40 60 SCALE IN FEET 71 -1x11 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 213 �O�w4�GIq CO�9c' DRAWN BY: ODB /SOD $� '�- CITY OF RENTON R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: ODB /SOD 753901 AYeoaeN 2502 Jefferson Avenue BID Public Works Department FED AID NO. - CM0167(048) y CHECK BY: NM Sute,WA90109 Tacoma,WA93W2 DOCUMENTS Oa zo3zo w� APP FOR CONSTRUCTION DRIVEWAY PLANS &PROFILES .�Qorsre�lz+F' PROJMGR: JF (�� (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE rat, FILE: 0655DDWY01.dwg BY: DATE:1 /WL SHEET NO. 213 OF 304 z �y < h.j ti Oa ro � I w> o o w � 0 o _ O O O — + p S O O DRIVEWAY CL STA 37 +10.89, I z PROFILE CL 42.50' LT i Q 0 1 �p3ke � �Sl t p , . `A + O + N p y y p 4- p N U + 0 0 HIGH POINT ELEV = 29.38 HIGH POINT STA = 0 +57.97 PVI STA = 0 +60 PA STA = 0 +74 PVI ELEV = 29.43 PM ELEV = 27.98 50 6' VG _ — — -, 5011 - - LO -- ^ - -- 6 VC o N - - -- - -� - -- c� !i + + + F +^ _' + + _ —._ + tiw +r II +wl _. __ -- Q.0 —.__ _ r +rn 6rn o n n N 40 °, ° o co0v 40 a 40 — — - -- z 40 t � > > >UU -- s U UU�w� Gi1;.i �Q IL �, m wwmml ww a -4689. - -_ 30, - - - -- - - -- _- 3 - 1Bp _1 -I - -- i -. -- - - -- 16%025$_ - -- -- _ 301 - - -o— -�° _2 02% r T -- - - - - -- -- - 7- 30 30 - - 537- - - - N � � � it i i � ^ j Z 20 0 rn F 20 — w ¢ Iw — 20 o 10 iw w ___ ti Q 0 +00 0+ - w 10..._ - -. - 10 ti 50 1 +00 10 -- - -- 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 0 +00 0 +50 1 +00 D22 STA 37 +14.58, RT D23 STA 37 +59.19, LT D24 STA 39 +76.34, LT D25 STA 42 +50.98, RT SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 T- 3430153 0 5 10 20 40 60 SCALE IN FEET 71 -1x11 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 213 �O�w4�GIq CO�9c' DRAWN BY: ODB /SOD $� '�- CITY OF RENTON R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: ODB /SOD 753901 AYeoaeN 2502 Jefferson Avenue BID Public Works Department FED AID NO. - CM0167(048) y CHECK BY: NM Sute,WA90109 Tacoma,WA93W2 DOCUMENTS Oa zo3zo w� APP FOR CONSTRUCTION DRIVEWAY PLANS &PROFILES .�Qorsre�lz+F' PROJMGR: JF (�� (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE rat, FILE: 0655DDWY01.dwg BY: DATE:1 /WL SHEET NO. 213 OF 304 z �y < h.j ti Oa ro � I w> o o w � 0 '.7 0 3 l( ) 0 U ti 3 0 Z 0 Y N O e fi I I - N -A z rn 30 2 - "_- 00 CL I - -- - -' = 2.827 _0.93; � J J � ~ I I w w w w 50 1 +00 D26 STA 42 +76.36, LT 50 40 Kit, 20 10 0 +00 0 +50 1 +00 D28 STA 44 +15.66, RT PM STA = 0 +75 PM STA = 0 +88 PM ELEV = 29.98 P� ELEV = 31.36 4A, 10' VC PVI STA = 0 +75 PVI ELEV = 29.98 PVI STA = 0 +87.29 10 PM ELEV = 31.55 i� 10' vc 50 40 30 o Z F � cV N W z t- 2 F N ri N II } W CL I - -- - -' = 2.827 _0.93; � J J � ~ I I w w w w 50 1 +00 D26 STA 42 +76.36, LT 50 40 Kit, 20 10 0 +00 0 +50 1 +00 D28 STA 44 +15.66, RT PM STA = 0 +75 PM STA = 0 +88 PM ELEV = 29.98 P� ELEV = 31.36 4A, 10' VC PVI STA = 0 +75 PVI ELEV = 29.98 PVI STA = 0 +87.29 10 PM ELEV = 31.55 i� 10' vc 50 40 1 +00 10 0 +00 N rNj, Cn + + 0 I � o i � V o � a 30 N Z F cV N W O+ 2 I 20 N Q 1 +00 10 0 +00 N rNj, Cn + + 0 I � o i � V o � a 0 +50 1 +00 D29 STA 44 +22.78, LT 50 Ent 30 20 T- 3430154 10L-- -- - -- - - - - -- - - -- -' 0 +00 0 +50 D30 STA 44 +82.61, LT 1 +00 SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 60 SCALE IN FEET 11 -14 -11 SURVEYED: KPG Oy�QR GIACO�9 DRAWN BY: ODB /SOD Kp� �i '� CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 214 gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o " DESIGN BY: ODB /SOD 753 ft Avenue 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(046) y CHECK BY: NM SeakWA98109 Tamna,WA98402 DOCUMENTS a zoszo ¢" APPROV FOR CONSTRUCTION DRIVEWAY PLANS &PROFILES ,n r Tee ¢' (206)286.1640 (253)627 -0720 DATE: NOV 2011 ��� PROJ MGR: JF Iy,Y4Y,kpg.COm NUMBER REVISION DESCRIPTION BY APP. DATE NAL FILE: 0655DDWYOi.dwg BY: DATE: /� SHEET NO. 214 OF 304 z �y a O Z17 n rn "a A o -c .p o O 0 N � � O a I � I I -4 45 0 0 a- CD C, 0 +50 1 +00 D29 STA 44 +22.78, LT 50 Ent 30 20 T- 3430154 10L-- -- - -- - - - - -- - - -- -' 0 +00 0 +50 D30 STA 44 +82.61, LT 1 +00 SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 60 SCALE IN FEET 11 -14 -11 SURVEYED: KPG Oy�QR GIACO�9 DRAWN BY: ODB /SOD Kp� �i '� CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 214 gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o " DESIGN BY: ODB /SOD 753 ft Avenue 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(046) y CHECK BY: NM SeakWA98109 Tamna,WA98402 DOCUMENTS a zoszo ¢" APPROV FOR CONSTRUCTION DRIVEWAY PLANS &PROFILES ,n r Tee ¢' (206)286.1640 (253)627 -0720 DATE: NOV 2011 ��� PROJ MGR: JF Iy,Y4Y,kpg.COm NUMBER REVISION DESCRIPTION BY APP. DATE NAL FILE: 0655DDWYOi.dwg BY: DATE: /� SHEET NO. 214 OF 304 z �y a O Z17 n rn "a A o -c .p o O 0 o a I � I I a- _ 2.38% -1.64% _ _ - - -- I � Z � I N + W W w w V) H I I 0 +50 1 +00 D29 STA 44 +22.78, LT 50 Ent 30 20 T- 3430154 10L-- -- - -- - - - - -- - - -- -' 0 +00 0 +50 D30 STA 44 +82.61, LT 1 +00 SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 60 SCALE IN FEET 11 -14 -11 SURVEYED: KPG Oy�QR GIACO�9 DRAWN BY: ODB /SOD Kp� �i '� CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 214 gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o " DESIGN BY: ODB /SOD 753 ft Avenue 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(046) y CHECK BY: NM SeakWA98109 Tamna,WA98402 DOCUMENTS a zoszo ¢" APPROV FOR CONSTRUCTION DRIVEWAY PLANS &PROFILES ,n r Tee ¢' (206)286.1640 (253)627 -0720 DATE: NOV 2011 ��� PROJ MGR: JF Iy,Y4Y,kpg.COm NUMBER REVISION DESCRIPTION BY APP. DATE NAL FILE: 0655DDWYOi.dwg BY: DATE: /� SHEET NO. 214 OF 304 z �y a O Z17 n rn "a A o -c .p o O 0 f _4 - — ------------ - N V V SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 60 SCALE IN FEET T- 3430155 < 11 -14 -11 SURVEYED: KPG N 05w4jj,Gw ^cOg9 DRAWN BY: ODB /SOD Kp� " �-�- CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING No. 215 BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: ODB /SOD 753%AvenueN 2502 Jefferson Avenue Public Works Department O CHECK BY: NM SeaWe,WA98109 Tamma,WA98402 a �9 20320 G� DOCUMENTS APP V DFOR CONSTRUCTION DRIVEWAY PLANS & PROFILES FED AID NO. - CM0167(048) Isre 11aQ' PROJ MGR: JF (� 2 g.corn (2531627 -0720 DATE: NOV 2011 Y NUMBER REVISION DESCRIPTION BY APP. DATE Ox�L FILE: 0655DDWY01.dwg BY: DATE: � SHEET NO. 215 OF 304 D z �y '< h•j m /r O G n N y C ND �G W D O W ti O z �7 LOW POINT ELEV = 25.09 PVI STA = 0 +65.50 LOW POINT STA = 0 +99.37 PM ELEV = 27.75 PA STA = 0 +95.38 10' VC PM ELEV = 25.05 50, -10' VC O +N C5 n 00 MOB MO + Lci N RAINIER AVE S N p U CD +N > m > w N C-) w M >m >w m w ------ ___ ^9.06q -1.05% C M1= ' ` _ O p X N O + w Q I � N Q I � I 10 ' _ - - - -- -- -- -- -- - 0+00 0 +50 1 +00 D3B STA 14 +06.71. LT SEE DRIVEWAY SCHEDULE, NOTES & DETAILS, SHEET 216 0 5 10 20 40 60 SCALE IN FEET T- 3430155 < 11 -14 -11 SURVEYED: KPG N 05w4jj,Gw ^cOg9 DRAWN BY: ODB /SOD Kp� " �-�- CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING No. 215 BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: ODB /SOD 753%AvenueN 2502 Jefferson Avenue Public Works Department O CHECK BY: NM SeaWe,WA98109 Tamma,WA98402 a �9 20320 G� DOCUMENTS APP V DFOR CONSTRUCTION DRIVEWAY PLANS & PROFILES FED AID NO. - CM0167(048) Isre 11aQ' PROJ MGR: JF (� 2 g.corn (2531627 -0720 DATE: NOV 2011 Y NUMBER REVISION DESCRIPTION BY APP. DATE Ox�L FILE: 0655DDWY01.dwg BY: DATE: � SHEET NO. 215 OF 304 D z �y '< h•j m /r O G n N y C ND �G W D O W ti O z �7 WE 0 3 0 0 N u7 i i c 0 i 0 i cZo w i S2 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC io CEMENT CONCRETE 4" CSBC TRAFFIC CIIRR k GUTTER ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 2� i MAX a -�--T SECTION A -A REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS PAY OTHERWISE NOTED v� 3/8" EXPANSION IS COMPACTED SUBGRADE SfE NOT AX e 8 CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS MATCH ROADWAY SLOPE CEMENT CONCRETE TRAFFIC CURB & GUTTER 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC PAY LIMITS �1z' 6' 6 i S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z JOINT (TYP) O O SF SG�FD S SEE DR/lEWAY {f90 OR /�H'AY S SCHEDULE 83 %,?AX..: _ 8 �'„ f f d d 15' MAX c c :. e e ° < SEE NOTE 8 S EN7RA e ° < SEE E SCHEDULE 1 15' M NOT AX e 8 CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 NTS MATCH ROADWAY SLOPE CEMENT CONCRETE TRAFFIC CURB & GUTTER 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC PAY LIMITS �1z' 6' 6 i S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z S`<F' .aFOj ENTRANCE LENGTH SEE DRIVEWAY SCHEDI SECTION B -B REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED 3/8" EXPANSION JOINT (TYP) SIDEWALK LENGTH SEE DRIVEWAY SCHEDULE 2% MAX s \// a� 4" CSBC COMPACTED SUBGRADE Sv�pL J� SF SG�FO SEE DR/W*4Y Wj0 DR /17E 4Y SC/ 9,/ le CEMENT CONCRETE SIDEWALK (TYP) ti CEMENT CONCRETE !° SIDEWALK (TYP) e W W W W W •n W CE WIDiy I Y SCyEDU(E 6' CEMENT CONCRETE ISOMETRIC VIEW TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2 NTS 6.5" VARIES FROM 1" TO 6 MAINTAIN OH SLOPE ON SIDE OF CURB 1/2 "R p' 1 "R e. d 18" CEMENT CONCRETE TRAFFIC CURB AND GUTTER DETAIL FOR DRIVEWAY ENTRANCE TYPE 3 NTS 3/8" EXPANSION JOINT SCORE LINE IF POURED MONOLITHIC SEE MODIFIED CURB AND GUTTER DETAIL, THIS SHEET MA CEMENT CONCRETE TRAFFIC CURB & GUTTER COMPACTED PER DETAIL, THIS SHEET SUBGRADE ENTRANCE LENGTH SEE DRIVEWAY SCHEDULE 27 MAX_ � \ / / \ \// 4" CSBC SECTION C -C REFERENCE POINT FOR DRIVEWAY PROFILES UNLESS OTHERWISE NOTED PAY LIMITS 3/8" EXPANSION JOINT (TYP) e 83q A4 �yy ° .' •e d 15' MAX NOTE 8 SEE EN�AVCE WID OR /LIEU. _ %H A. 1�'WAX DRAY KID/j, SCHEDULE d• MAX' ISOMETRIC VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 NTS IKIVLWAT JUNLUULL JUU I L11011 1 11 -14 -71 SURVEYED: KPG WA Qg A COg92 DRAWN BY: ODB /SOD DESIGN BY: ODB /SOD n CHECKBY: NM �? 20320 o y� ,n IMS 1.�aQ' PROJ MGR: JF Q /ONA ti� REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDWY01.dwg KpGr 7539tltAvenueN 2502 Jefferson Avenue Seatle,098109 Taooma,WA98402 (206)2661640 (253) 627 -0120 www.kpg,00m BID DOCUMENTS 0 DRIVEWAY SCHEDULE DRIVEWAY CENTERLINE ENTRANCE ENTRANCE SIDEWALK DRIVEWAY DRIVEWAY ENTRANCE NO. STATION WIDTH (LF) LENGTH (LF) LENGTH (LF) WIDTH (LF) LENGTH (LF) TYPE D1 12 +53.40 RT 30 13 0 30 30 1 D2 14 +30.87 RT 32 5 8 32 5 2 D3 14 +82.11 LT 40.4 8 0 40 60 1 D3A 14 +82.11 LT 40.4 8 0 37 71 1 D3B 14 +06.71 LT 25 8 0 25 40 3 D4 16 +90.34 RT 32 5 8 32 5 2 D5 18 +51.40 RT 32 8 0 32 13 1 D6 19 +25.05 LT 32 5 8 32 5 2 D7 19 +98.50 RT 32 5 8 32 12 2 D8 21 +28.51 RT 32 5 8 32 20 2 D9 24 +25.41 LT 30 5 8 30 N/A 2 D10 25 +20.95 RT 32 13 0 32 N/A 1 D11 25 +11.13 LT 30 5 8 30 22 2 D11A 26 +05.72 LT 31 5 8 30 20 2 D12 26 +38.02 RT 32 5 8 32 26 2 D13 27 +34.15 RT 32 5 8 32 30 2 D14 28 +20.62 LT 32 5 8 32 31 2 D15 28 +00.49 RT 32 13 0 28 9.2 1 D16 28 +47.81 RT 15.9 5 8 15 10 2 D17 28 +87.65 RT 29.9 13 0 31 30 1 D17A 29 +65.07 RT 32 5 8 32 20 2 D18 30 +22.35 RT 32 5 8 32 10 2 D18A 350 +96.59 RT 26.3 7.5 0 26 20 1 D19 35 +63.52 LT 18.3 5 8 18 8 2 D20 36 +26.76 LT 32 1 5 8 32 10 2 D21 36 +97.74 LT 26.1 5 8 26 15 2 D22 37 +14.58 RT 35.9 5 8 36 14 2 D23 37 +59.19 LT 21,9 5 8 22.0 20 2 D24 39 +76.34 LT 32 5 8 32 8 2 D25 42 +50.98 RT 32 5 8 32 13 2 D26 42 +76.36 LT 32 5 8 32 15 2 D28 44 +15.66 RT 1 50 8 0 50 23 1 D28A 44 +15.66 RT 50 8 0 50 1 23 1 D29 44 +22.78 LT 32 1 8 0 32 5 1 D30 44 +82.61 LT 32 1 5 8 32 20 2 CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z CEMENT CONCRETE SIDEWALK (TYP) CEMENT CONCRETE T=3430156 TRAFFIC CURB & GUTTER CEMENT CONCRETE DRIVEWAY GENERAL NOTES 1. WHEN THE ENTRANCE WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH JOINT FILLER ALONG THE DRIVEWAY CENTERLINE. 2. CONSTRUCT FULL DEPTH EXPANSION JOINTS WITH 3/8" JOINT FILLER PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN ENTRANCE WIDTHS EXCEED 30'. 3. PLACE FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER AT BACK, FRONT, AND SIDES OF DRIVEWAY ENTRANCE. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. DRIVEWAY ENTRANCE SURFACES SHALL RECEIVE A LIGHT BRUSH FINISH TRANSVERSE TO VEHICLE FLOW. 6. FOR DETAILS ON DRIVEWAY CONSTRUCTION, SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, SHEET 24. 7. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. 8. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15 FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. <> RAINIER AVENUES SR 167 DRAWING NO. 216 •' CITY OF RENTON ( ) ML Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 FED AID NO. - CM0167(048) APPROV DFORCONSTRUCTION DRIVEWAY SCHEDULE & DETAILS / DATE: NOV 2011 BY: DATE: �"?,L SHEET NO. 216 OF 304 > z m a m /V w O rn ' I ` a ~ o -r •p o O N z 0 3 GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. ` 14 , 1 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. MATCH EXISTING CHANNELIZATION STA 148 +77.80, 10.43'i1RT 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON MATCH EXISTING CHANNELIZATION STA 148 +77.80, 22.36' RT I , STANDARD PLANS UNLESS OTHERWISE NOTED. '1 MATCH EXISTING CHANNELIZATION STA 148 +77.80, 32.92' RT 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 97' T A2 34 97 A2. , . 10.5 - 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND STA 149 + 11.5 g - POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND STA 9 +33.30, 37.45' RT G012. S 149+25.28, 43.5' RT 1 �y 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND IIIIJJJJ 5 100 R , m - OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. _ ?# 4 3Y ? of S4 1 STA 9 +22.24, 62.43' LT "� - STA 9 +39.93, 46.61' LT 2 m + S2 _ r - - - -- - - 6 MATCH EXISTING CHANNELIZATION STA 6 +10.87, 31.20' LT -_ _ = ` \STA 149 +55.4, �n STA 8 +46.16, ° ° ° STA 149 +46.85, 39.16' RT 39.49' LT 24.5' & 13.5' LT STA 149 +36.06, 26.20' RT MATCH EXISTING CHANNEUZA11ON STA 6 +57.05, 18.88' LT 8 ° STA 149 +39.07, 13.55 RT -- - - -- - -- ° SR 167 STA 149 +41.32, 4.13' RT STA 7 +7703 4.05' LT S° 9 +40. 4. - - ` 18 TA 9+43.48, 13 5' T a e ,: e e e STA 8 +46.16, 2.0' L to ♦ STA 9 +55.97 16 - - ,/_ STA 9 +42.80, 1.6' LT \ 13.5' LT MATCH - MATCH VARIES STA 10 +36.08, 35.5' LT 4 e i i s a t s s a s e 'STA s s i s e s e e s a 2 \ 1 8 \ STA 8 +40.79, 14.5' RT `LJ STA 9 +44.79, 14.5 RT MATCH EXISTING CHANNELIZATION STA 6 +33.11, 21.34' RT i ° 4 STA 8 +46.16, 25.5' RT 4 STA 9 +46.15, 25.5' RT i e s x i e x s x s e x i i i a:: 1 s e s s L'J 10 STA 8 +46.16, _ TA 150+59.79, - - -- - - ° ° ° 6.5' RT 1!9.14'RT - - -- ° 36 5' RT -- - - , ___- -- STA 9 +47 � 3 5869RT� STA-8+46.16, 48.5' RT 3 MATCH EXISTING CHANNELIZA110N STA 6 +89.47, 45.44' RT �' STA 9 +08.08, 48.5' RT S7 87' R MATCH EXISTING CHANNELIZATION STA 6+48.64,32.64' RT - - -- - - -- __( STA 150 +54.80, 60.07' RT 8 0 5 10 20 40 60 ISTA 150 +66.63, 31.58' RT SCALE IN FEET •1 `i1 ,I I , \1 1 I ,�, 11111.5 11' 1 G CHANNELIZATION STA 148 +77.80, 3.95' RT NG CHANNELIZATION STA 148+77.80, 7.36' LT '�CHANNELIZATION STA 148 +77.80, 19.58' LT STA \�J9 +43.94, 6.88' LT STA 10 +04.35, 23.87' RT STA 10 +56.42, 48.5' RT STA 150 +63.45, ,28.24' LT CHANNELIZATION NOTES F1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 2 ❑ 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. 13 PAINT MEDIAN CURB YELLOW 3 ❑ 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP 14 DOUBLE YELLOW RAISED PAVEMENT MARKERS, TYPE 1 AT 20 FT 55.58' LT LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT REMAIN SPACING. 10 +81.96 DETAIL, SHT 281. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, 79.44' LT R1 -2 "YIELD" NEW M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. 10 +63.38 63.13' LT n5 PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03. S6 11 +29.06 © PAINT ISLAND CURB WHITE. REMOVE S7 n7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. I R3 -7R MOD NEW ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. ❑g Y NUMBER REVISION DESCRIPTION BY APP. DATE MATCH `EXISTI STA 151 +04,1 MATCH YANKEE GRILL STA 1`. �i ' RT 1.90' & 6.00' )LT SIGN SCHEDULE \\ SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 6 +79.11 78.12' LT 100 PARKING REMAIN S2 8 +10.71 55.58' LT R2 -1 "45 MPH" REMAIN S3 10 +81.96 87.16' RT R1 -2 "YIELD" RELOCATE S4 9 +23.96 79.44' LT R1 -2 "YIELD" NEW S5 10 +63.38 63.13' LT R1 -2 "YIELD" NEW S6 11 +29.06 61.56' LT "HONDA" REMOVE S7 6 +94.44 57.75' RT I R3 -7R MOD NEW KPGr 753981 Avenue N 2502 Jefferaan Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 2861640 (253) 627 -0720 wwwA g.00m BID DOCUMENTS 36" ° 11-14.11 SURVEYED: KPG jog BLACK N SYMBOL 92 81 DRAWN BY: KMH it WHITE EXCEPT RIGHT 114 o TURNS DESIGN BY: KMH JOINT UTILITY TRENCH PLAN 164 CHECK BY: JMD 7 W� 195 CHANNELIZAT10N & SIGNING PLAN - {`P 228 PROJ MGR: JF LANDSCAPE PLAN 294 FILE: 0655DCH01.dwg KPGr 753981 Avenue N 2502 Jefferaan Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 2861640 (253) 627 -0720 wwwA g.00m BID DOCUMENTS 36" ° SHEET RIGHT LANE .n EXISTING CONDITIONS BLACK N SYMBOL 7� 81 3C ONLY 3C WHITE EXCEPT RIGHT 114 WATER PLAN TURNS STA 149 +63.18, 29.40' LT STA 149 +43.56, 54.37' LT HONDA STA 149 +43.15, 54.08' LT STA 10 +51.44, 42.0' LT I 10 STA 10 +61.77, 35.5' LT t: t a x x x x e x x STA 10 +49.97, 35.5' LT 8 °O STA 10 +52.64, 24.5' LT ° 4 1 C14 OITA 10 +55.30, 13.5' LT n w v=i STA 10 +57.96, 2.5' LT v �n °o 11 �1 + N STA 10 +60.87, 9.5' RT 4 .n N a o H °... ° z STA 10 +69.59, 9.5' & 1 .5' °RT ° 8 _ � 18 STA 10 +69.59, 25.5'° RT 10 STA 10 +69.59, 36.5' R 7 RAINIER AVE S xt sit a:: en eu e i exx ea en e:: ea 6 STA 150+70.66, -: /I- r - 46.45' RT, 10 SAilrl I STA i q N S A151 28.20' -< 1 23' R _- 11' 4C SHEET RIGHT LANE WHITE ON EXISTING CONDITIONS BLACK 12" SYMBOL 5D 81 3C BLACK ON 3C WHITE R3 -2004 (MOD) CITY OF F ENTON xr< Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: uJ '�'° T- 3430157 .20, SOUND FORD ' i 4C 5C 4C 3.51) 3.51) BLACK ON WHITE R3 -7R (MOD) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 6 +00 TO STA 12 +00 CORRESPONDING SHEETS CATEGORY SHEET RIGHT LANE 7 EXISTING CONDITIONS MUST SITE PREPARATION & TESC PLAN 69 TURN RIGHT 81 ALIGNMENT PROFILE EXCEPT DRAINAGE PLANS 104 BUSES 4C 5C 4C 3.51) 3.51) BLACK ON WHITE R3 -7R (MOD) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 6 +00 TO STA 12 +00 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZAT10N & SIGNING PLAN - ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 DRAWING NO. 217 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 217 OF 304 z m `] jrl to �Id a O c 1 v � n rn Z; C) > o w to Q i USA MINI -MART Il S2 S5 S9 - S1 _ S8 - �- - n - - D3B -- STA 14 +04.61, D3 & D3A cv N `. __- i a : f , s a , _ 8 24.5' LT -- N _ Ue RAINIER AVE S fB i' `�B :e ,ie ^ w o `I_! I 4' ° STA 12 +78.38, ° ° STA 14 +46.31, ° its "B � +e ,fB + 35.5' LT 4 2.5' LT ° o N ° 14 4 _ n 4 N / f f i f 13 y i 9 f : 9 f f s i e f f f f g f s f i e f i f g s g, ° h ° (/ 100' R ^ N a , , : , e 15 STA 15 +03.45, o ". . . Z : ,O ° ° - ° J N rn ° . . . . ° ° ° ° ' 10 13 STA 14 +88.87, _ S a ° c+n ° ° ° ° 9.5 'RT Q Bit Gas e:: eu ef: e:, efi a,: Bit ° Dal a, e: ,i ef: It f` a e all - e:, Bit Bit 9 e D2 SOUND FORD INC 0 5 10 20 40 60 SCALE IN FEET GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN 0004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES F1 WHITE WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. T=3430158 SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 14 +60.21 53.55' LT R1 -1 "STOP" RELOCATE S2 14 +98.67 72.93' LT NO SEMIS ADJUST TO GRADE S3 12 +78.77 52.50' RT R3 -2004 MOD NEW S4 12 +77.79 50.66' LT R3 -7R NEW S5 15 +08.13 77.22' LT "WALMART" REMAIN S6 14 +57.40 52.50' RT R2 -1 "35 MPH" RELOCATE S7 13 +87.66 47.64' LT R1 -1 "STOP" NEW S8 13 +89.77 53.58' LT R1 -1 "STOP" NEW S9 14 +48.97 57.12' LT "USA MINI -MART" REMAIN S10 12 +77.15 61.10' RT REALTY SIGN REMOVE S11 12 +09.19 52.88' RT "BUS" BY OTHERS NOTE: FOR R3 -2004 (MOD) DETAIL, SEE SHEET 217. CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELZATION & SIGNING PLAN - ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 a z a O Jv T U � � CA �o ~ o W NO c ti e 4 -+ 1 Gin cO89? o N' n zo3zo �� �,ONAL SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dwg Kp� 753901Avenue N 2502 Jefferson Avenue BID Sealde,WA9S109 Tacuma,WA9W2 DOCUMENTS (206) 286.16W (253) 627A720 wwwkpgcom } �� CITY OF RENTON Public Works Department APPRO FOR CONSTRUCTION BY: DATE ///40/f RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION &SIGNING PLAN STA 12 +00 TO STA 15 +50 DRAWING NO. 218 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 218 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z a O Jv T U � � CA �o ~ o W NO c ti a cV N 0 a �Y MATCH EXISTING CHANNELIZATION STA 748 +38.92, 10.02' LT i .0 18 STA 748 +83.60 8.32 LT cc', e' •.r I-1 STA 15 +88.79 3 "a tt0 co 45.93' LT STA 16 +16.E M its 10 46.66' LT ° ,a "w STA 15 +78.57, 4.65' LT y [0 - 100' R ° a N J v • e r Ott 17 +31.51, 49. 4' LT PAr BEST PHO & THAI ss s8 SEATTLE SUPER ss �� SUPPLEMENT s1s STA 18 +911,= 48.89' LT' tte to i,s �,e t t e ',' , i e , t e its i0 i0 "- STA 17 +47.35, 31.41' LT ° 4 1 " %te 7 JIN Ia7Ja.ya, u Btt 0[i i B" sit 1.97' LT a„ all a" a" S12 -... Bit _ Btt au D4 SOUND FORD INC GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZAT10N AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN GO04, G010 AND GO12. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. SIA 17+ A7 PR 18 STA 18 +62.67, 2.50' RT -- 13.61' RT - 100' R e -its 4 STA 18 +47.55, 34.58' LT RAINIER AVE S� STA n +75.17; STA 18 +40.37, J 100' R . ° 4.72' RT " , ° 14.5' RT �n 0 5 10 20 40 60 SCALE IN FEET CHANNELIZATION NOTES �1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. ❑3 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. © PAINT ISLAND CURB WHITE. 7❑ WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. ° 1,4 Bit e:, e: D6 "I;- , (Z3 WLLJ 8 0 19 4 o • o r 1 C/) t s w B r t t r N J STA 19 +01.19, 14.5' RT a e r rJ err art Bet WALKER'S RENTON SUBARU SIGN SCHEDULE as SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 15 +96.15 62.65' LT R1 -1 "STOP" / "RIGHT TURN ONLY" / "NO PARKING WITHIN 30 FEET" RELOCATE RELOCATE RELOCATE S2 16 +16.96 93.48' LT REALTY SIGN REMAIN S3 16+36.27161.32' LT R4 -7a "KEEP RIGHT" REMOVE S4 17 +28.49 82.21' LT W11 -2 PEDESTRIAN CROSSING REMOVE S5 17 +80.06 51.39' LT SIGN REMOVE S6 18 +05.84 74.75' LT PHO RESTAURANT REMAIN S7 16 +54.00 1.67' LT R9 -3 "NO PEDESTRIAN CROSSING" RELOCATE S8 17 +88.70 48.60' LT R2 -1 "35 MPH" RELOCATE S9 18 +23.80 81.48' RT "SUBARU" REMAIN S10 19 +27.17 48.71' RT R3 -5R "RIGHT ONLY" REMOVE S11 15 +64.53 42.30' LT R3 -2004 (MOD) NEW S12 17 +28.32 52.50' RT R3 -2004 (MOD) NEW S13 18 +56.68 51.23' LT R3 -7R (MOD) NEW S14 18 +88.78 53.50' RT R3 -7R (MOD) NEW S15 19 +49.10 52.50' LT R3 -2004 (MOD) NEW S16 19 +95.82 77.62' IT "SUPER SUPPLEMENTS" REMAIN S17 17 +13.31 63.75 RT "SERVICE" REMOVE S18 18 +68.42 53.01' RT "ENTRANCE" REMOVE S19 19 +80.67 52.88' LT "BUS" BY OTHERS NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. T- 3430159 CORRESPONDING SHEETS a z �y N O m �N �a a < w K . ` o w N O CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 a z �y N O m �N �a a < w K . ` o w N O 11 -14 -11 DSwQg GwACp* y _ co2�` _ P �rsrEOEO �QZ c, � 'U'(p � ti � SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dwg KpC 75391hAvenueN 2502 Jefferson Avenue BID Seattle,WA98109 Taooma,WA98402 (206)286.1640 253627 -0720 DOCUMENTS ( ) www.kpg.00m �3 'r CITY OF FENTON `I` Public Works Department APPR FOR CONSTRUCTION gY: DATE:/ /1 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 15 +50 TO STA 20 +00 DRAWING No. 219 PROJECTNO. TED403430 FED AID NO. -C NOV 011 DATE: OV 2011 SHEET NO. 219 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y N O m �N �a a < w K . ` o w N O Lo U-1 U-1 x 0 0 V) w z J U H Q MATCH LINE STA 548 +50 (SEE THIS SHEET) ; Z O 000720 -0190 LL Q }O 45 +01.61 1 /90.50' LT V V �' 45+01.61 45 +59.50 75.8-5'L T 7585' LT / G ------- - - - - -- �69 45 +52.49 67.85' LT 45 +42.87 64.00' LT RAINIER AVE S N 19' 56' 45" W MON IN CASE 45 +90.98, 2.49' LT ROW CL _ 46 +00 0 N 20' 14' 38" W CONST. CL 47 +26.45 47 +54.66 I LEFT �Q u ZAFERO PROPERTIES, LLC :47+26.21 :LT I rn ' y 128.03 LT 47 +43.79 76.42 LT SEE SHEET 14 49 MALESIS PETRATOS ENTERPRISE, LLC 000720 -0190 y 47 +42.60 69.31' LT 48 +00.17 91.69' LT � Vi-7-+-41.92 3,365 3 47 +54.79 47 +97.91 5,581 82.93' LT 45 +11.10 45 +22.93 10'27'35' qy 59.00' RT 60.91' RT 53'26'24" 129.15' n 45 +27.81 NUMBER 45+1 ` / 1 1 1 /123.38' RT /x U e44 +80.01 310.53' RT c, 0 rn � U 0 3 M� 2 46 +36.00, 2.76' LT (RAINIER AVE S) 549 +97.08 (S. SUNSET BLVD) -� 47 +00 46 +35.06 RAINIER AVE S 550 +00.00 SR 900 (S SUNSET BL PLAN SCALE: 1" = 20' 0 5 10 20 40 60 SCALE IN FEET 50 \ `65.36' LT \ 182305 -9079 \ 48 +13.x\ \ \ 61.82' LT \ \ \ 48 +38.77 66.06' LT \ \ \ 48+38.30 \62.09' LT \ �� C7e \ \00 " / \ Oj / 21 PgRzs / 82305 -9063 82305 -907 18 305 -9087 e OWNERSHIPS ti MON IN CASE t NO. 47 +42.43 PARCEL NO. 00 ' 123.00' LT I REMAINDER 47 +26.45 47 +54.66 I LEFT �Q 128.23' LT ZAFERO PROPERTIES, LLC :47+26.21 :LT I 45 ' y 128.03 LT 47 +43.79 76.42 LT SEE SHEET 14 49 MALESIS PETRATOS ENTERPRISE, LLC 000720 -0190 y 47 +42.60 69.31' LT 48 +00.17 91.69' LT 182305 -9079 Vi-7-+-41.92 3,365 1 65,375 47 +54.79 47 +97.91 5,581 82.93' LT 74.61' LT t 10'27'35' 925.64' 46 +36.00, 2.76' LT (RAINIER AVE S) 549 +97.08 (S. SUNSET BLVD) -� 47 +00 46 +35.06 RAINIER AVE S 550 +00.00 SR 900 (S SUNSET BL PLAN SCALE: 1" = 20' 0 5 10 20 40 60 SCALE IN FEET 50 \ `65.36' LT \ 182305 -9079 \ 48 +13.x\ \ \ 61.82' LT \ \ \ 48 +38.77 66.06' LT \ \ \ 48+38.30 \62.09' LT \ �� C7e \ \00 " / \ Oj / 21 PgRzs / 82305 -9063 82305 -907 18 305 -9087 e OWNERSHIPS ti MON IN CASE t NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY I REMAINDER PERMANENT JEASEMENT TEMP. EASEMENT I LEFT I RIGHT 20 ZAFERO PROPERTIES, LLC 000720 -0101 SEE SHEET 15 45 FRED MEYER STORES,INC 000720 -0209 SEE SHEET 14 49 MALESIS PETRATOS ENTERPRISE, LLC 000720 -0190 SEE SHEET 15 50 WALTRUST PROPERTIES, INC 182305 -9079 68,740 3,365 1 65,375 1 1,402 5,581 * AREA PER KING COUNTY ASSESSORS RECORDS. o° c" I'll AQ U co v CURVE TABLE CURVE DELTA RADIUS LENGTH C69 319'55" 178.20' 10.36' C70 22'51'57" 178.20' 71.12' C71 22.01'15" 178.20' 68.49' C72 8'37'32" 905.00' 136.24' C73 23'55'55" 800.00' 334.15' C74 23'54'20" 811.17' 338.44' C75 1'22'37" 1143.36' 27.47' C76 10'27'35' 925.64' 168.98' C77 53'26'24" 129.15' 120.46' NUMBER REVISION DESCRIPTION LEGEND 50' 46 +69.73 317.74 LT � 45 2 � 000720 -0209 / Z / � � I00 / ci I 46 +31.13 210.89' LT \46+50.02 46 +27.80 I / 203.19' LT 171.80' LT I / 46 +40.04 166.52 LT EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH MATCH LINE STA 548 +50 (SEE THIS SHEET) T- 343016 nt -vu�u rM1��.GL rCrtm Hrvu i[mr LOIVJI LJmI HRCHJ J -Z4 -1 PVOp•WAS :,Cf yr ..0 OPQ MT, �.��' e°2���' ' p'•. o per, 38015 '4� `�J• 'FF 38015 °•' 4 S7pM'11. LANG SJ 1t -ia�1 SURVEYED: KPG DRAWN BY: KW DESIGN BY: RR CHECK BY: RR PROJ MGR: JF FILE: 0655DROW01.dwg! Kp� 753ft AvenueN 2502 Jeffewn Avenue Seattle, WA 96109 Tamma, WA 98402 (206(286.1640 (253) 627 -0720 kP9 a3 r � CITY OF RENTON Public Works Department APPR D FOR CONSTRUCTION A/' /�/ BY: DATE: / /.-.. RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST RIGHT OF WAY PLANS STA 45 +00 TO STA 49 +00 DRAWING NO. 1 V PROJECT NO. 7ED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 16 OF 304 2 D S- REMOVED ROW AN ESM S FROM PARCELS 21 22 AND 23. 8 -19 -11 NUMBER REVISION DESCRIPTION BY APP. DATE i MATCH EXISTING SEATTLE CHANNELIZATION STA 248 +02.52, , SUPPLEMENT i 17.20' & 6.15' LT, 4.70' & 15.75' RT ( STA 21 +12.44, 73.07' LT NN CURRAN PLAZA b' rock 4 ,\ ° er e.� 5 1 2 444 44 4 44441, 0 0 •e GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND STA 248 +86.81, 15.13' RT \ MUNICIPAL CONSTRUCTION," LATEST EDITION. STA 248 +97.48, 4.0' RT \ 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON ` STANDARD PLANS UNLESS OTHERWISE NOTED. S3 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. STA 249 +08.05, 7.0' & 18.5' LT ARBY'S =� 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. STA,-249 +16.27, 3.93' RT \ 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, STA 249 +48.34, 29.47' LT SHEETS 69 - 80. A\ STA 22 +69.75, 47.69' LT `- s1 U �\ S14 S4 v� `y, 512 `= CHANNELIZATION NOTES 3 D9 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. S2 3 2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M-24.60-03. M S15 STA 248 +93.88, \ STA 22 ±9217 36:5'LT = 4 M ' STA 21 +37.84, 60.54' - -LT ❑ - S7 27.26' RT -- - / -'-' - - - � _ � 3❑ „ 1I WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP t:6 0 se ite _- tt6 _ -n6 t:6 ts6 se6 _it0 tt0 tte [s [ _e, t [ [ ,e_g_[ [ t[ 0 e f_.�f 0 f f_ -i s g_t �_: s Bf f i n te0 rn /° LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT c:l \ r--1 RAINIER AVE S STA 21 +53.11, 36.5' LT 495'2LT5578 STA 22 +98.75, 255' LT STA 24 +19.68, 36.5' LT J N DETAIL, SHT 281. w STA 20 +77.04, ' ' ' ° 2 • • • ° 1 w ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, 10 STA 21 +59.73, 25.5' STA 22 +23.74, STA 23 +05.33, 14.5' LT M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. N ° 13 8 . .� 14.5' LT . 3 /� 4 x STA 21 +62.15, 7.93' L 25.98' LT STA 23 +00.54, 3.80' RT i s t t t e t t e s e !([ t t t t t ° ° ° ° STA 21 +82.62, 4.95' LT STA 2 5 LT ° 0 PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND ° 501' R bb 3 +22.95, 2. ' 8 � ++ 21 STA 21 +35.69, ° 22 150' R 2s 23 2 2 24 + DETAIL, SHEET 25. N - 10.89' LT . . ° . ° . . . . ° . . ° . . . . ° . . . ° . . . . e 20 ° N N © PAINT ISLAND CURB WHITE. N N 1 4 200' R STA 23 +40.89, 9.5' RT 4 13 a w - `J STA 21 +61.54, 2.5' RT 3 �� L ° ° • Z �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 6: s a: 6::[: 6 t:[ t 6 t t t t 6 t t ° �i . �° J ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. T � STA 20 +71.35, 36.5' RT STA 21 +71.35, 2.5' RT STA 23 +59.70, 9.5' & 14.5' RT 10 / ° \ ^ - �- STA 23 +24.59, 25.5' RT WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10-02. 4 r1, 4 STA °21 +78.58, 14.5' RT 2 STA 23+1 38, 23.59' RT STA 23 +30.59, 36.5' RT - - 7 r - / a 2 . 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. Bff Btt 61 Bit Bit 0 _�, i -\ 0 STA 21 +85.21, 25.5' RT \ - STTA' 23+02127.88, 49.f�0` RT - - _ 6 " 13 PAINT MEDIAN CURB YELLOW. = STA 21 +91.84, 36.5' RT S9 / 3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. D7 1,� DS 20 YELLOW DOTTED EXTENSION UNE PER WSDOT STD PLAN M- 20.10 -02 �� STA 22 +14.28, _ 47.58' RT STA 250 +43.18, SIGN LES SCHWAB s13 36.93' RT . SCHEDULE \\ S5 SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 20 +16.14 40.89' LT "BUS" BY OTHERS REMOVE S2 21 +29.75 57.26' LT R1 -2 "YIELD" REMOVE S3 22 +14.56 104.70' LT "AVAILABLE" REALTY SIGN REMAIN S4 22 +88.49 42.85' LT ELECTRONIC SIGN REMOVE S5 22 +35.84 80.01' RT R1 -2 "YIELD" REMOVE S6 21 +13.03 88.11' LT R1 -2 "YIELD" NEW S7 10" SYMBOL R10 -30 MOD NEW SIGNAL POLE MOUNT S8 23 +63.11 79.66' RT R1 -2 "YIELD" NEW S9 R10 -30 MOD NEW SIGNAL POLE MOUNT S10 LT ILLUMINATED CHAN SIGNS (3) ON MAST ARM REMAIN NOT ON SURVEY S11 ��� RT ILLUMINATED CHAN SIGNS (3) ON MAST ARM REMOVE LT -THRU ARROW REPLACE WITH LT ONLY ARROW NOT ON SURVEY S12 23 +88.35 52.50' LT R3 -7R MOD NEW S13 21 +50.96 61.93' RT "LES SCHWAB" REMOVE S14 22 +69.46 51.62' LT - ARBY'S" REMOVE S15 20 +50.00 49.25' LT SIGN REMOVE NOTE: FOR R3 -7R (MOD) DETAIL, SEE SHEET 217. FOR SIGNAL POLE MOUNTED SIGN DETAILS AND PLACEMENT. SEE SIGNALIZATION PLANS. e20 Y NUMBER REVISION DESCRIPTION BY APP. DATE 0NAL _STA 250 +62.68, 14.22 RT STA 250 +71.75, 17.47' RT \ST4 250 +70.55, 5.05' RT y, i STA 250 +91.81, 5.90' LT STA 250+89.83, 17.41' LT STA'251 +15.771 5.57' RT STA 251+07.20 4.08 LT STA 251 +15.77, 17.0 75.93 LT i TA 251 +28.02, ,16.92' LT ?s' 9 BOB BRIDGE SCION ST X251 +23.75, 34.73' LT 2 J`o SS NN 4 .� �N \ .e MATCH EXISTING CHA NEL14ATI N e STA 25 4=47.10, 1 .09' & 6A9�T, 5.90' RT 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS `\ T- 3430160 CITY OF RENTON BID Public Works Department DOCUMENTS APPR FOR CONSTRUCTION / BY: DATE: CATEGORY SHEET 30" 10 EXISTING CONDITIONS SPECIAL SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 RIGHT TURN 3C DRAINAGE PLANS 107 DRAINAGE PROFILE ON RED WATER PLAN 135 WATER PROFILE 149 YIELD 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 4D - ILLUMINATION PLANS a TO 3C LANDSCAPE PLAN 297 10" SYMBOL U-TURN 3C BLACK ON R10 -30 (MOD) WHITE SURVEYED: DRAWN BY: KPG ��� KMH DESIGN BY: KMH 753961AvenueN 2502 Jefferson Avenue CHECK BY: JMD SeaWe,WA98109 Tacoma,WANQ PROJ MGR: JF (206)286.1640 (253) 627 -0720 waw.kpg.00m FILE: 0655DCH01.dwg ?s' 9 BOB BRIDGE SCION ST X251 +23.75, 34.73' LT 2 J`o SS NN 4 .� �N \ .e MATCH EXISTING CHA NEL14ATI N e STA 25 4=47.10, 1 .09' & 6A9�T, 5.90' RT 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS `\ T- 3430160 CITY OF RENTON BID Public Works Department DOCUMENTS APPR FOR CONSTRUCTION / BY: DATE: CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 20 +00 TO STA 24 +50 DRAWING NO. 220 PROJECT NO. TED403430 FED AID NO. - CM0167(048I DATE: NOV 2011 SHEET NO. 220 OF 304 z Fiy m /y � O c 09 0 1 .p 0 Q N tV 0 3 0 x U 0 i U 0 0 i �3 0 i z c� i a .o 0 en 0 z 0 z w C> U w O Ill - r B s + t N B + = t • ' B N N° N `\4 Q Bll - � ^ Sit Blr U BROWN BEAR CAR WASH D11 +B + =B + +B v rrB + + ° e 25 + B + r r + + + r Dip Big Blr 11 "• �� Bli BOB BRIDGE SCION GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN GO04, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. ./y ° LITHIA DODGE S14 CHRYSLER S8 S6 014 D11A e ! see sivii: %S B _ S 28 +5 LT tre I _ __ tt TA teB __ ' - - ssB tiB B 3 84, 14.x,5' - *e9 148 . t,e =_..uB -,ta- st -_ =se - ��''�'- '�A STA 28 +40.84, 13.77 LT 100' R P 7 STA 26 +97.00, 15.5' y 26 STA 26 +97.00, 3.5' LT ° T STA 27 +62.87, 3.18' RT / ZJ Blr.. i i 7 ° ° ° 4 ° STA 27.28.51, Btr I/ 8.5' RT at,- v B" Bll RAINIER AVE S Bet Ott ill Bet en set Big Big Ott all eu D12 st o s1 � 0 5 10 20 40 60 SCALE IN FEET CHANNELIZATION NOTES �1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. ❑7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �g WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 11; [07: ° S12 ee Btt Btt eee Bit SIGN SCHEDULE Ott t .r 0t Bet Bte Bee 0�6 �. S13 R O KFC I SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 26 +86.38 71.76' RT "IHOP" REMAIN S2 27 +86.23 61.39' RT SIGN REMOVE S3 24 +93.12 52.76' RT "BUS" BY OTHERS S4 24 +97.40 52.50' RT R3 -2004 MOD NEW S5 27 +60.88 51.19' RT R3 -2004 MOD NEW S6 27 +15.61 53.57' LT R3 -2004 MOD NEW S7 24 +14.92 62.75' LT "BROWN BEAR CAR WASH" REMOVE S8 26 +85.80 56.87' LT "JEEP" REMOVE S9 26 +52.65 56.63' RT "IHOP" REMOVE S10 27 +12.03 57.94' RT "IHOP" REMOVE S11 27 +84.26 57.23' RT "ENTRANCE" REMOVE S12 28 +39.61 55.95' RT "EXIT" REMOVE S13 28 +55.90 60.98' RT "KFC" REMAIN S14 28 +67.85 62.30' LT "JEEP" I REMOVE NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. T- 3430161 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 232 IRRIGA11ON PLAN 286 LANDSCAPE PLAN 298 1 AUUtNUUM #Z - J13 IU KtMAIN. SUU IZ ID 11 GIq 11 -14 -11 1094'4X wa C0�92 - °o =�` „ - Z °TE° y¢� �tOIDpL � SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCHOt.dwg KhGr 7539tl1AvenueN 2502JeftersonAvenue BID Seat6e WA 98169 Tacoma, WA 96462 DOCUMENTS (206)286 -1640 (253) 627 -0720 My 4 - i} CITY OF RENTON Public Works Department APP V D FOR CONSTRUCTION BY DATE: It RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 24 +50 TO STA 29 +00 DRAWING NO. 221 PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 221 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m rn N O �C) - D O 0 w > .p 0 0 N O z RM A 0 3 a 0 x U 0 i 0 0 U i o+ 3 0 o` i z c� 0 i a C -o 0 0 z 0 z w ti U w 0 O Il=k N ti Z OJ herr „ +re ^ r +e r +9 Ng +:e e +eB +tB its ++B 30 ° v Btt r v . err Bit err at, Bet D17A D18 GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND 6012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. t:B i B 3 1 s t 0 t+B nA 110 nA s t 0 ixB: StA tia tsB [[B e[A [ B tie nB nB nA i[A [[B [sA to ° + STA 31 +89.45, 3.5' LT- RAINI R AVE S = Ld -- - CD _ - 777777= __ ...._ __ ..____ - - _ - _ __ _ + 4 .... e. l e e` STA 31 +72.55, 2.06' LT % `` STA 31 +02.43, 8.5' R ° 100' R ° STA 32 +30.94, 8.5' RT° 1 4 100' 1 J at, STA i31 +19.33, 7.06' RT e.r Bit et: e:• et[ e•t ati- em: B[t a -- - - -- - S __. e_ a_ - - [s B[t B[[ Bli at i - -i ! x "BT r x i -�-i- i i' "B i i i i B s -1 H STA 361:27, 30.5' RT S3 RAINIER VILLAGE AUTO BODY AND PAINT II ' 0 5 10 20 40 60 SCALE IN FEET CHANNELIZATION NOTES O1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 33 +21.73 58.40' LT REALTY SIGN REMAIN S2 29 +22.66 65.90' RT "MAZATLAN" REMAIN S3 30 +72.45 45.61' RT R3 -7R MOD NEW S4 32 +25.84 46.50' LT R3 -2004 (MOD) NEW S5 1 29+09.40,49.40' RT R2 -1 "35 MPH" 233 I NEW NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. T- 3430162 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 z �y m /v 0 c ' 4 I C) IIMil, N 9 ' o W •p o w N O 0 11-14.11 OSwQHGwe �OBq - o �` e-1 TC `V`z ��oNnL } SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dwg Kp� 753901 AvenueN 2502 Jefferson Avenue BID D SeatOe,WA98109 Tamma,WA98482 DOCUMENTS (206)286 -1640 vm�w.kpg,mm (253) 621 -0120 �� ''r CITY OF RENTON � Public Works Department APP V D FOR CONSTRUCTION BY: DATE: / 2 �t RAINIER AVENUE S (SR S GRADY WAY TO S 2ND ST 2N ST CHANNELIZATION & SIGNING PLAN STA 29 +00 TO STA 33 +50 n DRAWING NO. 222 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2071 SHEET NO. 222 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m /v 0 c ' 4 I C) IIMil, N 9 ' o W •p o w N O 0 0 z c� N i 0 i z 0 H z w v w O t>! _-1 - MATCH EXISTING CHANNELIZATION STA 348 +28.50, 0.71' LT Jm IL .. MATCH EXISTING CHANNELIZATION 0C STA 348 +78.90, 9.45' RT 1 d. .. W QDOBA STA 349 +28.44 11' - 12' VARIES 3.90' LT m STA 349+28.27 �+ 7s0' RT 4 POWER SPORTS :JACK IN THE BOX S7 m m 18 d r, S6 S2 STA 349 +42.28, m STA 349 +41.61, Q 19.13' RT 24.69 kT STA 34 +45.18, 50.52' LT -- - STA 33 +78.82, - S4 S5 - 43.35' FL 2 53 S10 D23 D19 D20 D21 - 3 - - -- _ - - N 30. 33 +69.13, 2 STA 35+57.65, 30.5' LT 30.5 LT STA 34 +56.49, � �® STA 33 +68.55, 8.5' LT 4 e ,t0 „B tie tte t,e cn tit B , , , , e , 1 1 , iIB 1tB tie tiB 3 1 tSB t,B i,B fSB SIB ,SB iie 3 s tie _ o N _ 8 19.5' LT STA 34 +57.65, 30.5' LT STA 35 +59.25, 8.5' LT STA 36 +70.19, 7.0' LT " II + w 10� STA 33 +63.20, STA 34 +60.85, . . . " . . . o " " II . . " . . . " • • 4 �� w _ 3.5' IT 3.5' & 8.5' RT STA 36 +17.79, 100' R 10 13 + a N 2 STA 34 +57.07, 19.5' LT 4 4 0 3 - i a,,, t e i i: i e t t:: e 2.01' RT f N U-) 3 34 1 35 RAINIER AVE S3s + W Z M N - O - -r -:. - _ S 33 +58.20, " . . . . . . " . . . . " . . . " . . " N 13 8 & 3.5' LT STA 34 +55.85, 3.5' RT " M " " " " " " 8 STA 37 +84.54, 8.5' RT 100' R a Z STA 36 +00.58, 3.5' RT 100' R STA 36+87.23, 8.5' LT " J STA 33 +62.57, 8 5' RT • • • " • • • " • • • " • • • " • • 7 STA 34 +50.50, 19.5' RT S71 " S8 33 +61.99, 1 .5' RT it 9 1 Bit Bit Big Bit Bit 88 Ott Bit Bit Bit Brt Big at a B„ Bit 6 Ott Bit BS ett Bit au Bti Bit Bit a,I ei -- - "' 8 STA 34 +49.92, 30.5' RT - - - -- �` STAj 33 +61.41, 3 .5' RT S9 - - -- - - -- - / L2J c1 d r771 I l�, IKF7 D22 STA 33+ 4.0 , STATION OFFSET DESIGNATION STA 34 +40.63, 47.29' RT -' _- - 47.8' RT m _ S2 35 +53.26 66.81' LT R3 -5R RIGHT TURN ONLY REMAIN S3 35 +54.85 65.27' LT "EXIT ONLY" REMAIN S4 37 +15.12 57.60' LT "DRIVE THRU" REMOVE S5 37 +41.81 18 "EXIT ONLY" REMOVE S6 STA 350 +64.3, 20.46' LT "QDOBA" REMAIN S7 STA 350 +64.9 40.75' RT "BUS" BY OTHERS REMOVE S8 36 +74.59 46.50' RT D10 -1 "MILE 27" 21.73' RT o m 34 +41.06 58.12' RT R10 -30 MOD MATCH LINE STA 352 +00 THIS SHEET co m w 4 STA 350 +69.10, 5.58' LT 46.50' RT a N S12 36 +37.38 46.87' RT "BUS" BY OTHERS S13 1 36 +02.96 46.50' LT R3 -7R MOD NEW S14 1 35 +05.00 46.31' RT "CUSTOMER PARKING ONLY" RELOCATE S15 16.5' .. y RT 15.7' STA 350 +69.10, 3.79' RT 1 37 +30.08 .~d STA 352 +29.25, 2.75' RT m y STA 352 +29.25 LT y4.95' _ S15 •• m m I - J m STA 351 +42.20, 6.71' LT " STA 351 +75.24, 3.79' RT m m n • o MATCH EXISTING CHANNEUZATION STA 353 +01.95, 0' LT CA CA MATCH LINE STA 352 +00 THIS SHEET McLENDON HARDWARE 0 5 10 20 40 60 SCALE IN FEET I SIGN SCHE GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN GO04, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES �1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. Q 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. ❑7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 1p NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 33 +86.97 90.20' LT RIGHT /LEFT TURN ONLY REMOVE S2 35 +53.26 66.81' LT R3 -5R RIGHT TURN ONLY REMAIN S3 35 +54.85 65.27' LT "EXIT ONLY" REMAIN S4 37 +15.12 57.60' LT "DRIVE THRU" REMOVE S5 37 +41.81 57.31' LT "EXIT ONLY" REMOVE S6 37 +95.42 69.87' LT "QDOBA" REMAIN S7 36 +56.23 40.75' RT "BUS" BY OTHERS REMOVE S8 36 +74.59 46.50' RT D10 -1 "MILE 27" RELOCATE S9 34 +41.06 58.12' RT R10 -30 MOD NEW SIGNAL POLE MOUNT S10 33 +74.81 54.95' LT R10 -30 MOD NEW SIGNAL POLE MOUNT S11 37 +39.20 46.50' RT R2 -1 "35 MPH" RELOCATE S12 36 +37.38 46.87' RT "BUS" BY OTHERS S13 1 36 +02.96 46.50' LT R3 -7R MOD NEW S14 1 35 +05.00 46.31' RT "CUSTOMER PARKING ONLY" RELOCATE S15 1 351+40.69124.08' RT 1 "2 HR PARKING" REMOVE Sib 1 37 +30.08 40.50' RT I R1 -1 "STOP" REMOVE NOIE: FOR RS -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. FOR R10 -30 (MOD) DETAILS, SEE SHEET 220. FOR SIGNAL POLE MOUNT SIGN DETAILS & LOCATIONS, SEE SIGNALIZATION PLANS.. T= 3430163 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 a z M�M O z ' ,p 6N wa Isis" a •dG w a .p K . ` O Ow 11 -14 -11 yO94'4N OWAHC`49y y _ o �=• 20320 Ia Ewa 'ate ♦$ E SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCHOt.dwg Kp� 753 91h Avenue N 2502 Jefferson Avenue BID Sealte,098109 Tacama,WA98402 DOCUMENTS (206)286.1640 253 627 -0720 ( 1 w,rwkpgcom CITY OF RENTON Public Works Department APPR FOR CONSTRUCTION ./ BY: DATE: /r/4 RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION &SIGNING PLAN STA 33 +50 TO STA 38 +00 3 DRAWING NO. 223 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 223 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATEvOxaL a z M�M O z ' ,p 6N wa Isis" a •dG w a .p K . ` O Ow WE 0 N 3 v a .o 0 0 z 0 z w U w C> 0 BLOCKBUSTER 4 MATCH EXISTING CHANNELIZATION P STA 449 +15.00, 3.80' RT STA 449 +22.93, 4.45' RT' STA 449 +24.75, '17.3 ' T 1 ` Si n° -° ° -- S6 n D24 Ii M N h ] `-4 810 ~ �StB 1i8 a :8 xtB SIB SIB ::B SfB siB tiB ::B Tie :B ::B i:e ::B SIB i:a SIB 2:8 t :B stB si LLJ N o RAINIER AVE °S ° STA 40 +72.39, 32.91' LT CD. . . ° . . . ° . 13 10 STA 40 +75.06, 21.95' LT r+ . . . ° . . . . ° . . . . . . . ° . . . . . . ° ° . . . - . __ - ° °. w ° STA 38 +713 6, 40 STA 40 +70.53, z 100' R 3.5' LT f t t e t t e: f t e f f t f e f 1•12' & 10.88' LT STA 38 +54.66, 2.06' LT 4� ° STA 38 +01.44, 7.06' RT \ -STA 39 +13.48, °8.5' RT ° 4 STA 40 +78.46, 11.0' RT `u LLJJ4 STA 39 +75.02, 31.44' RT STA 40 +81.16, 22.04' RT . 8.:.: BIZ / Or `I Bit all BI 0 1 B:f 8 11 -Bfi at$ Bit B:t or e f f : e : f 1 : - 8 s i :..f B : f 1 i B 1 I _ STA 40 +83.85, 33.08' RT j� McLENDON HARDWARE SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 40 +64.39 80.41' LT "FRED MEYER" REMAIN S2 40 +79.13 57.72' LT R3 -5 "RIGHT TURN ONLY" REMOVE S3 38 +33.96 59.10' RT "CUSTOMER PARKING ONLY RELOCATE S4 39 +91.32 60.29' RT "CUSTOMER PARKING ONLY" RELOCATE S5 41 +65.81 52.99' RT R3 -5 "RIGHT TURN ONLY" REMOVE S6 289 LT R10 -30 (MOD) NEW SIGNAL POLE MOUNT S7 RT R10 -30 (MOD) NEW SIGNAL POLE MOUNT S8 38 +58.34 46.87' LT "BUS" BY OTHERS S9 38 +90.53 46.50' RT R3 -7R (MOD) NEW 810 38+36.27146.50' LT R3 -2004 MOD NEW S11 40+93.04152.50' RT "MCLENDON HARDWARE" REMOVED BY OTHERS NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD), SEE SHEET 217. FOR R10 -30 (MOD) DETAILS, SEE SHEET 220. FOR SIGNAL POLE MOUNTED SIGN DETAILS & LOCATIONS, SEE SIGNALIZA11ON PLANS. 0 5 10 20 40 SCALE IN FEET :t] STA 41 +01.63, 49.00' RT- STA 4 STA 40 +77.25, 50.94' LT STA 40 +75.53, 1.05' LT 41 STA MATCH EXISTING CHANNELID STA 450+99.29, 8.09' LT & ETCH EXISTING CHANNELIZA11ON A 449 +15.00, 8.97' LT 449 +25.60, 8.07' LT STA 449 +35.83, 20.56' LT STA 41 +61 4, 34.32' L STA 41 +68.33, 23.36' LT STA 41 +70.73, 12.39' LT - STA 41 +79.94, 0.54' LT STA 4173.34, 0.43' LT STA 4180.14, 12.54 ' RT STA 41 +73. 4, 23.44' RT - STA 41+7 34.48' RT 18 -15 41+49.28, 47.35' L u m: Bpi 8 1 1 - N B t r f B x W w 1 13 N vzi S 41 +71.84, O6' RT UB SHOP TA 1450 +80.18, 23.71' LT STA 450 +82.82, 8.4,1' LT 11 GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES 1❑ WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. F11 12- WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. ❑7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. T- 3430164 CORRESPONDING SHEETS CATEGORY CD 0 RIGHT OF WAY PLANS 14 cli 10 V) 76 ALIGNMENT PLAN 88 w z J 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN S 41 +71.84, O6' RT UB SHOP TA 1450 +80.18, 23.71' LT STA 450 +82.82, 8.4,1' LT 11 GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES 1❑ WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. �2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. F11 12- WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. ❑7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. T- 3430164 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION & SIGNING PLAN - ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 i x nuuuvuum ffc - au RLmuvLu of uin[Ra. 3uu JILI io 1 11 11 -14 -11 OS4'4X GwAAyO 1 2� y - 0 ��s3rE�� 04� ,O L 11' SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dvvg KPG' 1539Th AvenueN 2502 Jefferson Avenue BID Seattle,WA98109 Tacorna,WA98402 DOCUMENTS (206) 286-1640 253)627 -0728 wwwkpgoom ( - CITY OF RENTON "� Public Works Department APPRO D FOR CONSTRUCTION BY: DATE: 11'�lZ RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 38 +00 TO STA 42 +00 DRAWING NO. 224 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 224 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y M /r ti z O I � rn - C) aD d .P o W N O d 0 tV N O Y DIAMOND FIRESTONE LIL'S CASINO S1 S6 S3 S13 026 D30 D29 N B t[ t fe n9 ifa ::9 ISB I B [:a ~ 8 w w � 1 STA 42 +72.81, 35.94' & 13.94' LT C3 1 N 4i i:[ 4 STA 43 +28.66, 5.10' LT 10 N 13 1100'43 - w 1 u9 :19 13 9 9 tie nB SIB r[B ::a 13 :1B STA 43 +56.83, 11.72' LT� f 9 1 i: a I f f B t: s 1 a 105' R ° STA 43 +80.85, 14.5' & 9.5' LT RAINIER AVE S co . ....... ° N .. - °. .... -- .. _.. o ._.... ° . -._. -. _._ W 44 4 N w 100' R STA 43 +57.97, 6.85' LT C o z STA 43 +07.30, 9 1 � ° ❑- - STA 44 +19.26, 2.5' RT - 8 + ' _ 2.46' LT 1 C=_± • • •q °- ° - - e i i i i \ \ \\ STA 42 +81.74, 11.06' RT / a ° 13 ° STA 142 +57.35, 13.70' RT STA 44 +19.26, 14.5' RT N 7 S7 Sg STA 44+70.95, 36.5 RT z Bit -.. -_. as B+ Bit -= ett ' ii-' eft - - B:/.G l -att 91: of Bi: B:: -Tft Bit- Bit - - ^ilti °Bii -- Bir =_= Bta -- =8- t/a�t_s ^s= i a - -s I D25 0 5 10 20 40 SCALE IN FEET SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 44 +51.59 70.02' LT "FIRESTONE" REMAIN S2 42 +16.71 51.09' RT R3 -2004 MOD NEW S3 43 +50.83 52.51' LT R3 -7R MOD NEW S4 43 +79.38 51.50' RT R3 -7R NEW S5 44 +58.09 52.50' LT R3 -2004 MOD NEW S6 42 +48.10 51.60' LT R2 -1 "35 MPH" RELOCATE S7 L 42 +48.93 6.26' RT "DONUTS" REMOVE S8 42 +87.41 42.11' RT "DRIVE THRU" REMOVE S9 43 +74.06 4.23' RT "TACO BELL" REMOVE NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. u l •11 r1m. moo, ///,//SHELL STATION , GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES �1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑9 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. T- 3430165 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 11 -1x11 SURVEYED: KPG OSwe�Ow4 CO�.� DRAWN BY: KMH Kp`4k 'L CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 225 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: KMH BID Public Works Department „ - 75391hAvenueN 2502 Jefferson Avenue CHECKBY: JMD Sede,WA96109 Tamma,WA98402 DOCUMENTS CHANNELIZATION & SIGNING PLAN FEDAID NO. -CM016011 •'9 20320 y� APPRO FOR CONSTRUCTION .° clsrseE tae' PROD MGR: JF (2061286.1640 (253) 627-0720 DATE: NOV 2071 NUMBER REVISION DESCRIPTION BY APP. DATE �'voxnc FILE: 0655DCH01.dwg wwwkpgcom BY: DATE: III&IIZ STA 42 +00 TO STA 45 +00 SHEET NO. 225 OF 304 z �y n rn O m" i d D 46 0 W 0 N O CZ) N 3 a 0 U 0 u7 i 0 i 3 0 / z c� w i a .o 0 0 z 0 z w i U w O tr rL Li OREILLY'S STA 549 +17.76, 1.29' RT STA 549 +21.12, 11.77' RT STA 549 +24.31, 21.74' RT STA 549 +42.53, 34.37' LT S1 STA 46 +00.38, 49.38' LT M - �7 STA 45 +88.88, 36.5' LT si0 tB/ B 2 20 2 3B 9 1 ssB N STA 45 +86.88, 25.5' LT N r/ w 10 13 STA 45 +80.20, N 14.5' &9.5' LT C) " + 5 STA 45 +76.46, 2:5 RT N <t- � N STA 45 +74.73, 14.5' RT n STA 45 +72.86, 25.5' RT x �LJ 1 STA 45 +70.95, 36.5' RT TA 45 +6 B s 5.38, 45.5' RT 3 t t B. x �t t t rn 10 • 7s STA 45 +47,70, 45.5' RT - ( 44.31.1 RT i% ,0, . 4 m 10, 18 125 MATCH EXISTING CHANNELIZATION 4 STA 548 +70.68 STA 548 +35.85, 9.34' LT WALGREEN'S 3 2l_8P / STA J 21.81 / I STA 549 +31.9, / I 1.16' RT cP STA 549 +45.51, 0 QD 9� / ) 1.08' RT u � 46a STA 45 +90/95, 5' RT / 9 / STA 550 +52.58, 6.68' RT \I I=1 L STA •55 "`LLLIII 21.46' STA 45 81 36.98' T STA 550+ Z6 32.69' R ° CO - 0 8 4 MAT CIO STA le,5, 2S 4, .64, STA 48 +11.81, 8.30' LT F- STA °48 ±17.51, 29.78' LT ���® STA 47 +1 .82, ,26.1 �' LT STA 47 +13.66, 15.31' LT B u� STA - 47+50.44, R 10.57' LT ` 47 STA 47 +11'.75, t e ' + r 489' R ° .40 LT 292 R �_/� B' 1 t o • 4 t, ° 48 , STA 47 +50.82, 1 0' R • `° 1.42' RT STA 47 +59.85, 13.48' RT >, - _ 100' R f - STA 49 +5209 1336 RT----- STA 47 +07.86; - - 1.65' LT STA 48 +24.66,_5.37- 14, j STA 47 +06.94, 1.65' RT STA 47 +07.33, 8.12' RT STA 48 +53.23, 8.82' RT STA 48 +52.95, ® STA 46 +92.21, 24.77' RT 13.81' RT STA 46 +84.06, 20.41' RT STA 48 +55.50, STA 46 +77.92, 33.81' RT 11.45' RT RT `- STA 550 +51.44, TION 20.54' LT 0 5 10 20 40 60 SCALE IN FEET EXISTING CHANNELIZATION }80.97. 25.06' RT VJ�ALKER'S RENTON SUBARU b� STAB 48 +26.31, 6.52' LT • ° d er N MATCH EXISTING CHANNELIZATION - S 8 +42.81, 15.52' LT o0 rn STA 48 {76.57�� � 1.15 LT hQ 7 ,`B h 4j .; v e 4 �Q 735' R e , RA /N /FRgVFS i S10 / SIGN SCHEDULE GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES L1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. ❑3 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORAIIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. O PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND DETAIL, SHEET 25. © PAINT ISLAND CURB WHITE. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �9 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 45 +16.64 73.71' LT "SCHUCKS" REMAIN S2 46 +6.56 68.01' LT R1 -2 "YIELD" REMOVE S3 47 +18.10 8 S4 REMOVE S4 47 +25.28 135.85' LT SIGN REMAIN S5 47 +38.94 85.76' LT "WALGREENS" REMAIN S6 47+52.01 62.16' LT "WEST 900" m STA 549 +1 5, 65.39' RT R1 -2 "YIELD" RELOCATE 2 45 +58.06 70.56' RT �� y� 9.68' LT REMOVE S9 47 +84.02 m' BILLBOARD STA 5 +,15.14, 21.68' LT S5 "SAFEWAY" REMAIN S11 46 +24.17 79.14' LT R10 -30 MOD ` S12 S 549 +11. 4, 31.66' LT REMOVE S13 48 +43.57 46.65' LT I R3 -7R MOD NEW i S3 - STA 549 +25.13, 21.76' LT ,,, I STA 47 +15.89; _ 58.09' LT / 3 � STA 5 I9 F 4.55, I\. 'z.., .... 3 2l_8P / STA J 21.81 / I STA 549 +31.9, / I 1.16' RT cP STA 549 +45.51, 0 QD 9� / ) 1.08' RT u � 46a STA 45 +90/95, 5' RT / 9 / STA 550 +52.58, 6.68' RT \I I=1 L STA •55 "`LLLIII 21.46' STA 45 81 36.98' T STA 550+ Z6 32.69' R ° CO - 0 8 4 MAT CIO STA le,5, 2S 4, .64, STA 48 +11.81, 8.30' LT F- STA °48 ±17.51, 29.78' LT ���® STA 47 +1 .82, ,26.1 �' LT STA 47 +13.66, 15.31' LT B u� STA - 47+50.44, R 10.57' LT ` 47 STA 47 +11'.75, t e ' + r 489' R ° .40 LT 292 R �_/� B' 1 t o • 4 t, ° 48 , STA 47 +50.82, 1 0' R • `° 1.42' RT STA 47 +59.85, 13.48' RT >, - _ 100' R f - STA 49 +5209 1336 RT----- STA 47 +07.86; - - 1.65' LT STA 48 +24.66,_5.37- 14, j STA 47 +06.94, 1.65' RT STA 47 +07.33, 8.12' RT STA 48 +53.23, 8.82' RT STA 48 +52.95, ® STA 46 +92.21, 24.77' RT 13.81' RT STA 46 +84.06, 20.41' RT STA 48 +55.50, STA 46 +77.92, 33.81' RT 11.45' RT RT `- STA 550 +51.44, TION 20.54' LT 0 5 10 20 40 60 SCALE IN FEET EXISTING CHANNELIZATION }80.97. 25.06' RT VJ�ALKER'S RENTON SUBARU b� STAB 48 +26.31, 6.52' LT • ° d er N MATCH EXISTING CHANNELIZATION - S 8 +42.81, 15.52' LT o0 rn STA 48 {76.57�� � 1.15 LT hQ 7 ,`B h 4j .; v e 4 �Q 735' R e , RA /N /FRgVFS i S10 / SIGN SCHEDULE GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES L1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. ❑3 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORAIIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. O PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND DETAIL, SHEET 25. © PAINT ISLAND CURB WHITE. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �9 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 45 +16.64 73.71' LT "SCHUCKS" REMAIN S2 46 +6.56 68.01' LT R1 -2 "YIELD" REMOVE S3 47 +18.10 73.76' LT R1 -2 "YIELD" REMOVE S4 47 +25.28 135.85' LT SIGN REMAIN S5 47 +38.94 85.76' LT "WALGREENS" REMAIN S6 47+52.01 62.16' LT "WEST 900" REMOVE S7 45 +44.60 65.39' RT R1 -2 "YIELD" RELOCATE S8 45 +58.06 70.56' RT R6 -1 "ONE WAY" REMOVE S9 47 +84.02 82.73' RT BILLBOARD REMAIN S10 48 +70.93 3.46' RT "SAFEWAY" REMAIN S11 46 +24.17 79.14' LT R10 -30 MOD NEW S12 42 +35.15 0.40' RT "76" REMOVE S13 48 +43.57 46.65' LT I R3 -7R MOD NEW NOTE: FOR R3 -7R (MOD) DETAIL, SEE SHEET 217. FOR R10 -30 (MOD) DETAILS, SEE SHEET 220. T- 3430166 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 z n a n O -C > o w Q n -1441 OSF'4�Gwe Co 11-14-11 ' �N o 1 N 20320 d? y� ��ONpL E'l�tu SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dwg KPGr 753MAvenueN 2502 Jefferson Avenue gip Sea 6e, WA 98109 Tacoma, WA 98402 DOCUMENTS (206 (253) 627.0720 wffi �� �- CITY OF RENTON � Public Works Department APPR D FOR CONSTRUCTION BY: DATE: /�'L RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST CHANNELIZATION &SIGNING PLAN STA 45 +00 TO STA 49 +00 DRAWING NO. 226 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 226 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n a n O -C > o w Q a N N O a 0 0 0 z 0 z w C) C) w O .4 ISO tta tt B� tte [[a s[a its rsa [[ [[e [[e [se tie na ue [[e [[n :[e ise t[e i[B i[ w _ + RAINIER AVE S STA 51 +53.11, 19.24' LT o a 18 50 51 52 53 -- + Q M MATCH EXISTING CHANNELIZATION (TYP) w ` 49 +33.14, 12.46 RT STA 49 +95.64, 3.35 RT . e z 100' R SCHEDULE SIGN SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS N0. STATION OFFSET DESIGNATION REMARKS S1 49 +51.68 39.19' LT R3 -2004 MOD NEW S2 51+73.60.37.37' LT I R3 -2004 MOD NEW NOTE: FOR R3 -2004 (MOD) DETAIL, SEE SHEET 217. I I� Uj UJ I, YI P' N , 0 5 10 20 40 60 C3 SCALE IN FEET a U) uvu,...m nv a — uu— IS- nnmr nivu 4IAVJJIIALR nLrtnULmuvi Lr IL IV II X48 G1g00� 17 -1411 SURVEYED: KPG SO wn y .q2 DRAWN BY: KMH Kp�' a ! DESIGN BY: KMH 7539thpvenueN 2502 Jefferson Avenue CHECK BY: JMD Sea81e,WA98109 Tacana,WA98402 20320 {� PROJ MGR: JF (206)286-1640 (253) 627 -0720 NUMBER REVISION DESCRIPTION BY APP. DATE'vONnt tip' FILE: 0655DCH01.dwg µ1tiRI kp9 Cqn •pe s' CITY OF RENTON BID Public Woks Department DOCUMENTS APPRQVED FOR CONSTRUCTION BY DATE:�'t GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 1g DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. 19 REPLACE THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STANDARD PLAN H012 AS NECESSARY FOR CONSTRUCTION OF CURB AND SIDEWALK. T- 3430161 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS 65 SITE PREPARATION & TESC PLAN 79 ALIGNMENT PLAN 91 ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 205 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS - IRRIGATION PLAN - LANDSCAPE PLAN - RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 49 +00 TO STA 53 +25 DRAWING NO. 227 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 227 OF 304 a z �y a u Oc �a a o W j { o w N O 2 -a LEGEND EXISTING NEW DESCRIPTION o— 1111l SIGNAL POLE WITH MAST ARM o • TYPE I OR PS POLE hoc` CIRCUIT # DECAL # 3 COMMENTS EXISTING LUMINAIRE SEE NOTES BELOW 4 DECORATIVE PEDESTRIAN LUMINAIRE &_0 DECORATIVE ROADWAY LUMINAIRE 4" �� DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE E5�1 CZI SIGNAL CONTROLLER CABINET r5zl ® ELECTRICAL SERVICE CABINET A DM ITS CABINET xi Z, ❑ m LI 0 JUNCTION BOX TYPE 1, 2, 8 * * ® 25 -TA VAULT 135W -- -- CONDUIT 240V 0 WIRE NOTE * O CONSTRUCTION NOTE GENERAL NOTES A3 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. �-6t Yi SR 167 R/W 2 cc 13 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH 13 17 11 4 4 PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. cc 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. _ 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER - - - CDR STD PLAN #127. - 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL TO EXISTING WSDOT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED 7 LIGHTING POWER SOURCE BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). -- - - - - -- -- -_� IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 0 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1" - FOR CIRCUIT AND PANEL SCHEDULES SEE SHEET 238) 10 13� ✓1 L�y � � 4 \ \ 4 13N ;XX - - - \ f LUMINAIRE # CONDUIT SIZE STATION COMMENTS OFFSET LUMINAIRE TYPE 2 #8 LUMINAIRE ARM MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # 3 COMMENTS Al SEE NOTES BELOW 4 * SPARE * 4" "DECORATIVE" 135W LED (M- II -FC) 240V * * * A 7697N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN A2 EX. 1 -48 SMFO RE -ROUTE * * "DECORATIVE" 135W LED (M- II -FC) 240V * * * A 7696N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN A3 * * "DECORATIVE" 135W LED (M- II -FC) 240V W/ PHOTOCELL * * * A 7699N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN 1 RAINIER AVE S, STA 10 +33 51.5' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' A 7698N SERVICE #S1 1A RAINIER AVE S, STA 9 +50 64.2' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' A - SERVICE #S1 1B RAINIER AVE S, STA 10 +61 62.8' RT "DECORATIVE" SOW LED (S- IV -FC) 240V 6' 35' 40' A - SERVICE #S1 2 RAINIER AVE S, STA 10 +80 56.0' LT "DECORATIVE" 135W LED (M- III -FC) 240V 6' 35' 40' B 770ONL SERVICE #S1 3 RAINIER AVE S, STA 11 +71 53.5' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7701NL SERVICE #S1 P1 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 770ONL SERVICE #S1 P2 RAINIER AVE S, STA 11 +42 51.5' LT "DECORATIVE" 6OW LED (S- III -FC) 240V 4' 14' 18' D 7702L SERVICE #S1 P3 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 1 4' 1 14' 1 40' 1 D I 7701NLI SERVICE #S1 l \' 8 \ EXTR 129H 10 \ 6 1 2 0 rMA I W' I f N 7 TO EXISTING E tR CITY LIGHTING 1 POWER SOURCE u cc 128H 2 9 \ \J\ 0 - -1111111111111111110— WIRE NOTES RAINIER AVE S 4 cc N N Ld w w x N CD CD N v7 1 w z J x U ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" SEE NOTES BELOW 7 EX. SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE -ROUTE NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL -LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. ME Ism-- L�Jr�a,_ 0 40 "k J SCALE IN FEET or y v ^S - I — SEE SIGNAL PLAN 13 FOR DETAILS CONSTRUCTION NOTES O1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER DETAILS ON SHEET 263 AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD DWGS J010 AND J011 WITH BACK —TO —BACK BATTERY BACKUP SYSTEM PER SPECIAL PROVISIONS. FOR LOCATION AND PANEL SCHEDULE, SEE ILLUMINATION CIRCUIT DIAGRAM AND DETAILS SHEET 238. COORDINATE CONNECTION DETAILS TO THE POWER SOURCE WITH THE POWER COMPANY REPRESENTATIVE PRIOR TO INSTALLATION OF FOUNDATION. SEE SPECIAL PROVISIONS. ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 0 Q7 EXISTING SIGNAL POLE MOUNTED LUMINAIRE. FOR REMOVAL NOTES SEE SIGNAL PLANS. ® SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT. <D FOR REMOVAL /RELOCATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT SEE SIGNAL PLANS. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 11 EXISTING JUNCTION BOX TO REMAIN. PROTECT EXISTING WIRING DURING CONSTRUCTION. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. INSTALL 1" GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF 14 TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". ©0 SEE URBAN DESIGN PLAN SHEETS FOR CONTINUATION OF ARCHITECTURAL LIGHTING. BID DOCUMENTS ADDENDUM #2, REVISED PULL BOX LOCATION JJA JF 12 -16 -11 11 -14 -11 SURVEYED: KPG p P ' fp KPH A► RAINIER AVENUES SR 167 DRAWING NO. 220 was s9 DRAWN BY: JM CITY OF RENTON =v S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JF Public Works Department s' E H R PEERS 753 9Th Ave N 2502 Jefferson Ave P CHECK BY: JF TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN FEDAIDNO. CM0167(048) e ",,,u .o.wmm.a APPR FOR CONSTRUCTION DATE: NOV 2011 �Reci6reaE °�L�� PROJ MGR: TN ie a'"�z"o""""' s.,,rG y,G'"° (206)28 &1640 (2531627 -0720 Fsg� NG� se"uia WA SetSa WYA C0m /��� SHEETNO. 228 OF 304 [NUMBER REVISION DESCRIPTION BY APP. DATE ONALE FILE: 0655DILL01.dwg�sla -azzo ,� �' BY: DATE: STA 8 +98 TO STA 12 +00 a z �y /rI y O 0 1 o w � 0 —1 EXISTING NEW DESCRIPTION (9-- Cam—" SIGNAL POLE WITH MAST ARM D010113 Ex 0 • TYPE I OR PS POLE POLE OECA f IM, _05-1 EXISTING LUMINAIRE O-0 DECORAIIVE PEDESTRIAN LUMINAIRE 0--0 DECORAIIVE ROADWAY LUMINAIRE DECORATIVE PEDESTRIAN /ROADWAY LUMINAI Cfl SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET 011 ITS CABINET SEE NOTES BELOW B a I m 011 JUNCTION BOX TYPE 1, 2, 8 ® 25 —TA VAULT 2" - - -� CONDUIT 5 4" WIRE NOTE SPARE Q CONSTRUCTION NOTE 1 -96 SMFO GENERAL NOTES RACEWAY/ CONDUIT SIZE 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & 1 4 1 SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE 127H 0 SEE NOTES BELOW CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE 12 c 2" RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT SEE NOTES BELOW 5 4" TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. SPARE 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE 1 -96 SMFO SEE NOTES BELOW 6 ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH 7704NL - 7 PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) RAINIER AVE S, _ 8 456 -2701 PRIOR TO INSTALLA11ON OF METER BASE. 5 — 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR — —� R/W X 240V SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 35' 3 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID SERVICE cc 6 RAINIER AVE S, RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER 1 51.5' CDR STD PLAN #127. 5 3, 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL (M— II —FC) 240V LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED 35' 40' BY THE ENGINEER IN THE FIELD. 7706NL 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE 0 RAINIER AVE S, THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW 53.5' IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 135W INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL 40' ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE VOIDS PER SPECIAL PROVISIONS. SERVICE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE 8 RAINIER AVE S, ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE 14 +41 53.0' CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY "DECORATIVE" 135W REPRESENTATIVE. (M— II —FC) CONSTRUCTION NOTES Oj CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 0 ® SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 12 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1" — SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) TIRE NOTES OTES: ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 —#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL —LINE TAPE AND LABELED "CITY OF RENTON ". ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. LUMINAIRE # RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS LUMINAIRE TYPE 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" 135W SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" 7704NL SEE NOTES BELOW 7 EX. RAINIER AVE S, SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE —ROUTE 135W LED (M— II —FC) 240V 6' 35' 40' C 7703NL SERVICE #S1 6 RAINIER AVE S, STA 13 +14 51.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' B 7706NL SERVICE OTES: ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 —#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL —LINE TAPE AND LABELED "CITY OF RENTON ". ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # COMMENTS 4 RAINIER AVE S, STA 12 +04 51.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' C 7704NL SERVICE #Si 5 RAINIER AVE S, STA 12 +86 53.5' RT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' C 7703NL SERVICE #S1 6 RAINIER AVE S, STA 13 +14 51.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' B 7706NL SERVICE #S1 7 RAINIER AVE S, STA 14 +00 53.5' RT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' B 7705NL SERVICE #S1 8 RAINIER AVE S, STA 14 +41 53.0' LT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 40' C 7708N SERVICE #S1 9 RAINIER AVE S, STA 15 +29 53.5' RT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 1 35' 40' C 7707NL SERVICE #S1 P4 SHARED POLE "DECORATIVE" 6OW LED (S— III —FC) 240V 4' 1 14' 40' D 7704NL SERVICE #Si P5 RAINIER AVE S, STA 12 +23 53.5' RT "DECORATIVE" 6OW LED (S— III —FC) 240V 4' 14' 18' D 7710L SERVICE #Si P6 RAINIER AVE S, STA 12 +66 51.5' LT "DECORATIVE" 6OW LED (S— III —FC) 240V 4' 14' 18' D 7709L SERVICE #S1 P7 SHARED POLE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7703NL SERVICE #Si P8 SHARED POLE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7706NL SERVICE #Si P9 RAINIER AVE S, STA 13 +41 53.5' RT "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 18' D 7711L SERVICE #Si P10 SHARED POLE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7705NL SERVICE #Si P11 RAINIER AVE S, STA 14 +65 53.5' RT "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 18' D 7713L SERVICE #S1 P12 RAINIER AVE S, STA 15 +35 42.0' LT "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 18' D 7712L SERVICE #S1 P13 SHARED POLE "DECORATIVE" 60W LED S— III —FC 240V 1 4' 1 14' 1 40' D 7707NL SERVICE #Sl T- 3430169 0 5 10 20 40 60 SCALE IN FEET BID DOCUMENTS AUUENUUM #2, REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 12 -16 -11 11 -14 -11 SURVEYED: KPG P' Fq ft Ill d► RAINIER AVENUE S SR 167 DRAWING NO. 229 O,Z�� of "asN Sy� DRAWN BY: JM � CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 — DESIGN BY: JF FEHR & PEERS 7539thAVRN 2502 Jefferson Ave Public Works Department CHECK BY: JF TRANSPORTATION CONSULTANTS Seek WA 98109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN FED AID NO. CM0167(048) a as a a �� Wl am nvaua �""'� u`� °Oipm""'Q APPRO FOR CONSTRUCTION DATE: NOV 2011 9 eci Tca PROJ MGR: TN s;L "< o :�.0 (20612861640 (253)627 -0720 / FS'SIONAL E. �) 5)s a � o G ;"°°"' "" "' 'Mm BY: DATE: / %/✓ STA 12 +00 TO STA 15 +50 SHEET NO. 229 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DILL01.dwg °^m le Z �y a n Oc G —C �a < -C > .p -c w 0 N O 32 T.- 1 II 182305 -9208 I 182305 -9013 49 +05.59 49 +53.02 I SEE NOTE I 82.93' LT 82.10' LT 49 +53.81 I (9 I I 50 59.10' LT 51 182305— 273 51 +33.87 51 +99.91 0 I 56.60' LT 56.62' LT I 182305 -9079 I 182305 -9213 -------- - - - - -- 49 +54.09 51.10 LT I ---------------- CD I I � I I � N CD II + nn - � o_ d N w Z J U F-- Q G LEGEND 50' PR 50 +00 N 03' 41' 17" E CONST. CL N 03' 57' 35" E ROW CL MON IN CASE 49 +29.88, 4.54' RT RAINIER AVE S ---------------- ESMT NO. 3107915 — — — — — — — — — — — — — — — — — — 51 +73.47 --- 58.90' RT- I F- \ Z \ N I 51 +37.85 \ N 1 _ I 58.90' RT 51 +88.47 52 +04.41 © ® I 73.90' RT 1 73.90' RT 182305 -9087 182305 -9070 I � I I 182305 -9208 ISEE NOTE I EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE NEW RIGHT OF WAY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE EXISTING RIGHT OF WAY WIDTH PROPOSED RIGHT OF WAY PLAN SCALE: 1 = 20 0 5 10 20 40 60 SCALE IN FEET 54 182305 -9073 MON IN CASE � 55 182305 -9090 -L- 53 +00 N O U / N / r- °0 / I/ o ° 6 z I182305 -9067 I OWNERSHIPS 70,, F— w w 2 N U7 N u7 F- In U-1 z J U F— Q NnTGC THE CITY OF SEATTLE 66 FOOT WIDE CEDAR RIVER PIPELINE RIGHT OF WAY WAS ESTABLISHED BY SUPERIOR COURT CAUSE 25333 ON OCTOBER 1, 1898. IN 1915, KING COUNTY ESTABLISHED A 60 FOOT WIDE ROAD RIGHT OF WAY CALLED D.C. MITCHELL ROAD, WHICH IS NOW PART OF RAINIER AVENUE SOUTH. THE CITY OF SEATTLE WAS MADE AWARE OF THE COUNTYS DESIRE FOR A NEW ROAD DURING A SERIES OF HEARINGS AND COURT PROCEEDINGS IN 1915. AN ORDER ALLOWING DAMAGES, DATED MAY 10, 1915, DESCRIBES THE CITY OF SEATTLE'S PORTION OF THE NEW ROAD RIGHT OF WAY AS BEING 0.09 ACRE (60 FEET BY 66 FEET). NO DOCUMENT WAS FOUND THAT TRANSFERS OWNERSHIP OF THE RIGHT OF WAY IN QUESTION FROM THE CITY OF SEATTLE TO KING COUNTY. EASEMENT 3107915 TO THE STATE OF WASHINGTON FROM THE CITY OF SEATTLE IN 1940 FOR AN ADDITIONAL 22 FEET OF RIGHT OF WAY, ACKNOWLEDGES AN EXISTING 60 FOOT RIGHT OF WAY FOR D.C. MITCHELL ROAD ACROSS THE PIPELINE PROPERTY. NO. NAME PARCEL NO. TOTAL AREA RIGHT OF WAY REMAINDER PERMANENT EASEMENT TEMP. EASEMENT LEFT RIGHT 25 CITY OF SEATTLE 182305 -9208 162,914• 1 - 6,523 1 - + AREA PER KING COUNTY ASSESSORS RECORDS. T- 343011 I KLMUVLU KUYY ANU LJMI J tKUM YAKULLJ LJ L4 ANU DI —OD. POY•µgSN f� Il -ia -t7 SURVEYED: KPG Kph CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 17 'E •� Q:,�P ro•,� DRAWN BY: KW S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 • DESIGN BY: RR 7539dI AYenaeN 2502 Jefferson Avenue Public Works Department .a •, : a FED AID NO. - CM0167(048) �o.. CHECK BY: RR Seaft,WA98109 Tworna09M02 RIGHT OF WAY PLANS •i• • aaols gPPRO�ED FOR CONSTRUCTION DATE: NOV 2011 F'•.a�, s`0 (206)28G1640 (253)627 -0720 /' '�gJO .CfSTEAF;.SJ4 PROJ MGR: JIF cam C� '1 r/ /q�, NAL LAN9 2P9 BY: /�'/ ` DATE: /�. STA 49 +00 TO STA 53 +25 SHEET NO. 17 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DROW01.dwg z �y a m m � O J C) I� w a .p o W 0 N 3 0 J s 0 T U 0 i 0 M 0 Ch Lv d m °o N # STATION 1' GRS CONDUIT FROM JUNCTION BOX OFFSET LUMINAIRE TYPE TRANSIT " A-RM ARM "" HEIGHT 'T ` TYPE # # # COMMENTS 10 RAINIER AVE S, STA 15 +70 53.5' LT "DECORATIVE" 135W LED (M- II -FC) 240V 12' 35' 40' B 7714NL SERVICE #S1 11 RAINIER AVE S, STA 16 +60 53.5' RT -DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7715NL SERVICE #S1 12 RAINIER AVE S, STA 16 +58 47.0' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 7716NL SERVICE #S1 P14 SHARED POLE nme4AVema Bite a o ,,,,,,a,,,,�. .°.,, m,,,,�, �: :emu " (200128E1fi49 (2531627 -0720 "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7714NL SERVICE #S1 P15 RAINIER AVE S, STA 15 +93 53.5' RT "DECORATIVE" SOW LED (S- III -FC) 240V 4' 14' 18' D 7717NL SERVICE #S1 P16 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7716NL SERVICE #S1 P17 SHARED POLE "DECORATIVE" 6OW LED (S- III -FC) 240V 4' 14' 40' D 7715NL SERVICE #S1 13 RAINIER AVE S, STA 17+52 48.5' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7718NL SERVICE #S2 14 RAINIER AVE S, STA 18 +17 57.5' RT "DECORATIVE" 135W LED (M- II -FC) 240V 12' 35' 40' C 7719N SERVICE #S2 15 RAINIER AVE S, STA 18 +93 53.0' LT "DECORATIVE" 135W LED (M -II -FC ) 240V 6' 35' 40' C 7720NL SERVICE #S2 16 RAINIER AVE S, STA 19 +66 57.0' RT "DECORATIVE" 135W LED (M- II -FC) 240V 12' 35' 40' B 7721N SERVICE #S2 P18 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7718NL SERVICE #S2 P19 RAINIER AVE S, STA 17 +37 53.3' RT °DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7723L SERVICE #S2 P20 RAINIER AVE S, STA 18 +21 51.0' LT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7724L SERVICE #S2 P21 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7720NL SERVICE #S2 P22 RAINIER AVE S, STA 19 +90 53.5' LT "DECORATIVE" 60W LED S- III -FC 240V 4' 14' 18' D 7726L SERVICE #S2 LEGEND EXISTING NEW DESCRIPTION Cam= @oEm— SIGNAL POLE WITH MAST ARM aF�` © • TYPE I OR PS POLE xxx o� EXISTING LUMINAIRE DECORATIVE PEDESTRIAN LUMINAIRE 90 DECORATIVE ROADWAY LUMINAIRE --6-� DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE m CONSTRUCTION NOTES SIGNAL CONTROLLER CABINET O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, ® ELECTRICAL SERVICE CABINET POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL EM ITS CABINET INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, CDR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. M z O m W DI JUNCTION BOX TYPE 1, 2, 8 O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND ® 25 -TA VAULT DOWN EXISTTNG FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. - - -- CONDUIT ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 0 WIRE NOTE 01 Q CONSTRUCTION NOTE ® SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITONAL SIGNAL SYSTEM EQUIPMENT. 12 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. 14 INSTALL 1' GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". Z INUMBERI REVISION DESCRIPTION JJA I JF BY I APP.I DATE 11 -14 -11 WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" SEE NOTES BELOW 7 EX. DOCUMENTS SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE -ROUTE AL CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 230 S GRADY WAY TO S 2ND ST PROJECT NO. IE0403430 DESIGN BY: JF FEHR & PEERS 7539th AveN 2502 Jefferson Ave Public Works Department CHECK BY: JF TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL -LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. T- 3430110 GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN #127. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 0 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE 1 PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. z �ya n /y a O 09 < � W o w N O 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS SURVEYED: DRAWN BY: KPG JIM Kp� AL CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 230 S GRADY WAY TO S 2ND ST PROJECT NO. IE0403430 DESIGN BY: JF FEHR & PEERS 7539th AveN 2502 Jefferson Ave Public Works Department CHECK BY: JF TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN FED AID NO. CM01671048) PROJ MGR: TN nme4AVema Bite a o ,,,,,,a,,,,�. .°.,, m,,,,�, �: :emu " (200128E1fi49 (2531627 -0720 APPR FOR CONSTRUCTION DATE: _NOV 2011 FILE: 0655DILL01.dwg �tft WA Mw � )slu4= G �m �` a ".° wAw.kpg.cem BY: DATE /j0/4 STA 15 +50 TO STA 20 +00 SHEET NO. 230 OF 304 z �ya n /y a O 09 < � W o w N O O M N w w x O O O N Q H !n w Z J x U H Q I uuu A IM P^lIP -Ml11r __ —.___ 3 SHEET 238) RE MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # 1 COMMENTS 2 #8 SEE NOTES BELOW 2 2" * * A 7725N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN 5 * * A 7728N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN SEE NOTES BELOW * * A - * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN * * A 773ON * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN * * A 7727N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN * * A - * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN 35 40' B 7732NL SERVICE #S2 35' 40' C 7729NL SERVICE #S2 35' 40' B 7731NL SERVICE #S2 35' 40' B 7736NL SERVICE #S2 35' 40' C 7734NL SERVICE #S2 14' 18' D 7733L SERVICE #S2 14' 40' D 7732NL SERVICE #S2 ' 40' D 7729NL SERVICE #S2 14' 40' D 7731 N SERVICE #S2 L14 14' 18' D 7736NL SERVICE #S2 14' 40' D 7734NL SERVICE S2 N M N w w x N O U7 N Q F– !n w Z J x U F– Q WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" SEE NOTES BELOW 7 EX. SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE —ROUTE NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 —#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL —LINE TAPE AND LABELED "CITY OF RENTON ". 2 _ _ _ _ _ — — 2 — — — ` B1 13 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, R& EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE 1 5 cc —� \ R�W� \ "psi ♦ CONSTRUCTION NOTES FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & LEGEND CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, \ _ � � � �r� � t O SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE EXISTING Nu DESCRIPTION � � 5 13 \ POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. cc \ INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE �� SIGNAL POLE WI1H MAST ARM ♦ ♦ PROVISIONS. RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT ma6L� o • TYPE I OR PS POLE QSERVICE "S2" ♦ ♦ Q REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. ��„f DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE xxxx ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH EXISTING LUMINAIRE \ 18 SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) DECORATIVE PEDESTRIAN LUMINAIRE V1 SEE SIGNAL PLAN ♦ Q CONSTRUCT FOUNDATION PER DETAILS ON SHEET 263 AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CDR STD 456 -2701 PRIOR TO INSTALLATION OF METER BASE. ♦ FOR DETAI DWGS J010 AND J011 WITH BACK -TO -BACK BATTERY BACKUP SYSTEM PER SPECIAL PROVISIONS. FOR LOCATION AND PANEL LS 4. THE LOCATION OF ALL FEATURES 70 BE INSTALLED BY THE CONTRACTOR p--� DECORATIVE ROADWAY LUMINAIRE \� SCHEDULE, SEE ILLUMINATION CIRCUIT DIAGRAM AND DETAILS SHEET 238. COORDINATE CONNECTION DETAILS TO THE POWER SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. ♦ SOURCE WITH THE POWER COMPANY REPRESENTATIVE PRIOR TO INSTALLATION OF FOUNDATION. SEE SPECIAL PROVISIONS. 5. ALL NEW JUNC11ON BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT UDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER DECORATIVE PEDESTRIAN/ROADWAY LUMINAIRE 8 \ \ ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. CDR STD PLAN 27. ® m SIGNAL CONTROLLER CABINET 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL Q LUMINAIRE TO BE PART OF A SIGNAL SYSTEM. APPLY DECAL NUMBERING TO POLE, FOR ADDITIONAL INSTALLATION DETAILS SEE \ 5 LOCARONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED 1= CEI ELECTRICAL SERVICE CABINET ♦ SIGNAL PLANS. BY THE ENGINEER IN THE FIELD. 0 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE DID ITS CABINET 1 THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). g, 2 m p 0 JUNCTION BOX TYPE 1, 2, 8 IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL 21 CUT EXISTING 48- STRAND SMFO IN MANHOLE AND PULL THROUGH NEW 4" INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. Q O7 EXISTING SIGNAL POLE MOUNTED LUMINAIRE. FOR REMOVAL NOTES SEE SIGNAL PLANS. T=3430171 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN 25 -TA VAULT CONDUIT TO 25 -TA BOX ON SOUTHEAST CORNER USING SLACK FROM THE WEST. © 10 ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE - - -- CONDUIT PULL EXISTING 48- STRAND SMFO TO THIS MANHOLE FROM MANHOLE ON SOUTHWEST FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE CORNER AFTER IT HAS BEEN CUT. RE -PULL EXISTING 48- STRAND SMFO THROUGH ZONE AROUND EXISRNG AERIAL PRIMARY POWER LINES DURING THE WIRE NOTE 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY 0 NEW 4" CONDUIT TO 25 -TA BOX ON SOUTHEAST CORNER. REPRESENTATIVE. Q CONSTRUCTION NOTE INSTALL 1" GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF 14 TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. BID 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE PREPARATION RON PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING CONNECT NEW 4" CONDUIT INTO EXISTING PFL COMMON MANHOLE. CONTACT JOE BANGAH (360 NETWORKS AT IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. 18 ) DOCUMENTS 206 - 239 -4012 OR 206 - 612 -1073 TO COORDINATE WORK. ADDENDUM #2, REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 1 12 -16 -11 1 11 -14 -11 SURVEYED: KPG oZ? o wAFq oyy DRAWN BY: JM fii Kph CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 231 S GRADY WAY TO S 2ND ST PROJECT NO. IED403430 DESIGN BY: JF Public Works Department F E H R ST_ PEERS 753 91h Ave N 2502 Je6erson Ave P CHECK BY: JF TRANSPORTATION CONSULTANTS Sea61e, WA 98109 Tacoma, WA 98402 FED AID NO. CM0167(048) 46 4 0 �� =14MAau" � "GU .��.G APP DFORCONSTRUCTION ILLUMINATION AND INTERCONNECT PLAN 9n eci rEaE d4' PROJ MGR: TN WW Otto �,> ,`m, u °G (2061286'1640 (253)627 -0120 DATE: NOV 2011 /0 AL ENG\ SeWO WA salsa �a �, yAVW,k cam �� SHEET NO. 231 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE:0655DILL01.dwg lzosl57c -4zzo :r.,,, „,” .� P9' BY: DATE: 7.2 STA 20 +00 TO STA 24 +50 a a z `m a a m O � I G v n � a v w a o O N LEGEND EXISTING NEW DESCRIPTION OFFSET LUMINAIRE TYPE SIGNAL POLE WITH MAST ARM Lx O ® TYPE I OR PS POLE CIRCUIT # DECAL # COMMENTS �o RAINIER AVE S, EXISTING LUMINAIRE 24 +77 53.5' DECORATIVE PEDESTRIAN LUMINAIRE "DECORATIVE" 9--0 DECORATIVE ROADWAY LUMINAIRE (M- II -FC) --6 6' DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE 40' m SIGNAL CONTROLLER CABINET SERVICE ® ELECTRICAL SERVICE CABINET RAINIER AVE S, FIT1 ITS CABINET N V LLI m O 11 JUNCTION BOX TYPE 1, 2, 8 135W LED 25 -TA VAULT 240V — - - — CONDUIT 40' 0 WIRE NOTE SERVICE O CONSTRUCTION NOTE WIRE NOTES 26 +08 GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S2" - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE # STATION CONDUCTORS OFFSET LUMINAIRE TYPE 1 LUMINAIRE ARM MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # COMMENTS 21 RAINIER AVE S, STA 24 +77 53.5' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7738NL SERVICE #S2 22 RAINIER AVE S, STA 24 +84 53.5' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 7735NL SERVICE #S2 23 RAINIER AVE S, STA 26 +08 53.3' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7737NL SERVICE #S2 24 RAINIER AVE S, STA 26 +33 54.3' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 774ONL SERVICE #S2 25 RAINIER AVE S, STA 27 +66 52.0' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' 1 C 7739NL SERVICE #S2 26 RAINIER AVE S, STA 27 +85 54.3' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7742NL SERVICE #S2 27 RAINIER AVE S, STA 28 +66 50.0' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7741NL SERVICE #S2 P29 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7738NL SERVICE #S2 P30 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7735NL SERVICE #S2 P31 RAINIER AVE S, STA 25 +53 53.5' RT "DECORATIVE" SOW LED (S- III -FC) 240V 4' 14' 18' D 7743L SERVICE #S2 P32 RAINIER AVE S, STA 25 +66 53.5' LT "DECORATIVE" SOW LED (S- III -FC) 240V 4' 14' 18' D 7744L SERVICE #S2 P33 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 1 14' 40' 1 D 7737NL SERVICE #S2 P34 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 774ONL SERVICE #S2 P35 RAINIER AVE S, STA 26 +86 53.0' RT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7745L SERVICE #S2 P36 RAINIER AVE S, STA 27 +12 54.5' LT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7746L SERVICE #S2 P37 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7739NL SERVICE #S2 P38 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7742NL SERVICE #S2 P39 RAINIER AVE S, STA 28 +27 51.5' RT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7747L SERVICE #S2 P40 RAINIER AVE S, STA 28 +56 53.5' LT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 18' D 7748L SERVICE #S2 P41 SHARED POLE I I "DECORATIVE" 60W LED S- III -FC 240V 4' 14' 1 40' 1 D 7741NL SERVICE #S2 O 0 5 10 20 40 60 SCALE IN FEET T- 3430112 CONSTRUCTION NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" SEE NOTES BELOW 7 EX. SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE -ROUTE NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE W9RE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL -LINE TAPE AND LABELED "CITY OF RENTON". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. <D CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. O ® SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. BID 14 INSTALL 1" GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF DOCUMENTS TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. T > I ADDENDUM #2, REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 12 -16 -11 11 -14 -11 SURVEYED: KPG P• F1 fit ]KIP RAINIER AVENUE S (SR 167) DRAWING NO. 232 °F w ^s ,� y DRAWN BY: JM CITY OF RENTON Doti S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JF Public Works Deportment � z v F E H R &PEERS 753 91h Ave N 2502 Jefferson Ave P CHECKBY: JF TRANSPORTATION CONSULTANTS SeatBe, WA 98109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN FED AID NO. CM0167(048) „„„o,,,r., .�,m,,.,.0 APPR OR CONSTRUCTION DATE: NOV 2011 9" gec 6r[aE° '�'" PROJ MGR: TN dear =�.,wu :'�.°,""°',�: '"° (206)286.1640 (253)627 -0720 A'/ FSS'ONAU EN�\a iWsiWA �o� ,„, `^ em�...W www.kpg.00m BY: DATE: ,�// STA 24 +50 TO STA 29 +00 SHEET NO. 232 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DILL01.dwg , 77 /L z �y a O > 1 { 'p o w N O z 4 3 0 J 0 T 0 U N 1. 0 c i 0 z GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLA11ON OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN #127. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNEC11ONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. 0 LEGEND EXISTING NEW DESCRIPTION — @wmen— SIGNAL POLE WITH MAST ARM owolas oL OO ® TYPE I OR PS POLE POLE OEGLLi xxxx EXISTING LUMINAIRE 0-0 DECORATIVE PEDESTRIAN LUMINAIRE &_0 DECORATIVE ROADWAY- LUMINAIRE --A DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE m SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET 0M ITS CABINET x z 11 m O Il JUNCTION BOX TYPE 1, 2, 8 2" j 6 #8 ® 25 —TA VAULT - - -- CONDUIT A WIRE NOTE Q CONSTRUCTION NOTE 1N N F- W W 2 N O U7 ¢ H (n MrW Z J U H WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS OFFSET 1 2" 2 #8 SEE NOTES BELOW 2 2" 4 #8 SEE NOTES BELOW 3 2" j 6 #8 SEE NOTES BELOW 4 4" 52.3' SPARE 5 4" 1 -96 SMFO SEE NOTES BELOW 6 2" 35' SEE NOTES BELOW 7 EX. SERVICE SEE NOTES BELOW 8 4" EX. 1 -48 SMFO RE —ROUTE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7750NL SERVICE #S2 P43 RAINIER AVE S, STA 29 +27 50.0' RT "DECORATIVE" 60W LED (S— III —FC) 240V 4' NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 —#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL —LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S2 & SY — SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # COMMENTS 28 RAINIER AVE S, STA 29 +24 52.3' LT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' C 7750NL SERVICE #S2 P42 SHARED POLE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7750NL SERVICE #S2 P43 RAINIER AVE S, STA 29 +27 50.0' RT "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7749L SERVICE #S2 29 RAINIER AVE S, STA 29 +94 49.0' RT "DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' C 7751NL SERVICE #S3 30 RAINIER AVE S, STA 30 +64 49.0' LT " DECORATIVE" 135W LED (M— II —FC) 240V 6' 35' 40' B 7752NL SERVICE #S3 31 RAINIER AVE S, STA 31 +01 58.5' RT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 38' B 7753N SERVICE #S3, MODIFIED POLE HEIGHT. 32 RAINIER AVE S, STA 31 +42 55.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 40' C 7754N SERVICE #S3 33 RAINIER AVE S, STA 32 +70 50.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 40' B 7756N SERVICE #S3 34 RAINIER AVE S, STA 32 +70 52.3' RT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 35' C 7755N SERVICE #S3, MODIFIED POLE HEIGHT. 35 RAINIER AVE S, STA 33 +22 50.5' LT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 40' C 7758N SERVICE #S3 36 RAINIER AVE S, STA 33 +26 52.3' RT "DECORATIVE" 135W LED (M— II —FC) 240V 12' 35' 40' B 7757N SERVICE #S3 P44 RAINIER AVE S, STA 29 +90 51.0' LT "DECORATIVE" 6OW LED (S— III —FC) 240V 4' 14' 18' D 7760L SERVICE #S3 P45 SHARED POLE "DECORATIVE" 60W LED (S— III —FC) 240V 4' 14' 40' D 7751NL SERVICE #S3 P46 SHARED POLE "DECORATIVE" 6OW LED (S— III —FC) 240V 4' 14' 40' D 7752NL SERVICE #S3 P47 RAINIER AVE S, STA 30 +52 48.0' RT "DECORATIVE" 60W LED S— III —FC 240V 4' 14' 18' D 7759L SERVICE #S3 CONSTRUCTION NOTES O CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, CDR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. 0 SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". 19 MODIFIED POLE HEIGHT TO MAINTAIN 35' MOUNTING HEIGHT ABOVE ROADWAY. SEE LUMINAIRE SCHEDULE. 0 T-3430113 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS ADDENDUM #2, REMOVED PRIVATE POLE REMOVAL NOTES JJA JI- 12 -16 -11 11 -14 -11 SURVEYED: KPG wn FqS DRAWN BY: JM KPG'r �L CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING No. 233 _LL S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JF FEHR & PEERS 7530 AveN 2502JefiersoAAve Public Works Department CHECK BY: JF TRANSPORTATION CONSULTANTS Sea81e,WA98109 Tacoma, WA 9M02 ILLUMINATION AND INTERCONNECT PLAN FED AID NO. CM0167(048) w.n,o„i,a .om4,ww.o. APPR D FOR CONSTRUCTION DATE: NOV 2011 s 4s 4 o Wt 4M M.. w.o ", (206)2861840 (253) 627 -0720 Ik ec, rEaE PROJ MGR: TN Wt. 3 fssi Na�� seam. wA 9eis4 °"� mGU o -� u.� www.kpg.com SHEET NO. 233 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE ONALE FILE:0655DILL01.dwg �2W�576 -4M0 .�".w. .d,.".w BY: DATE./ �f STA 29 +00 TO STA 33 +50 a z �y M m ti N Oa c G n CA yO wa v a .p K I.` o VII 0 c G 0 v a 3 C O T U i 0 v rn 0 i 0 a rn 0 i J CL F— I et N I A `C2 rl) N LO r� M 13 V) L e Lm - ®j J Q I x. rNwhiL a 34 w LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "SY - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE # STATION SIGNAL CONTROLLER CABINET OFFSET ® LUMINAIRE TYPE 1 2 LUMINAIRE ARM MOUNTING, HEIGHT POLE TYPE CIRCUIT # DECAL # 3 4 5 6 COMMENTS Cl 37 38 * RAINIER AVE S, RAINIER AVE S, STA STA 35 +08 35 +OS * 47.5 47.5' LT RT "DECORATIVE" ( )- 0 / ORATIVE L13D5W LED F(M 2110FC) 240VOCELL DECORATIVE 135W LED M -II -FC 240V "DECORATIVE" 135W LED (M- II -FC) 240V * 6 6' * 35 35' * 40 40' A A B C 7761N 7762N 7764NL 7763NL * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN *SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN SERVICE #S3 SERVICE #S3 39 RAINIER AVE S STA 36 +64 147.5' LT — "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 7766NL SERVICE #S3 40 41 42 P48 RAINIER AVE S. RAINIER AVE S, RAINIER AVE S, SHARED STA STA STA POLE 36 +64 37 +96 37 +96 '147.5' RT BY THE ENGINEER IN THE FIELD. °DECORATIVE" 135W LED (M- II -FC) C) 240V 2 6' 35' 40' B 7765NL SERVICE #S3 -- - 47.5' LT 47.5' RTI -- - - -- -- -- "DECORATIVE" 135W LED (M- II -FC) 240V 'DECORATIVE' 135W LED (M-1 - I- - FC) 240V- "DECORATIVE" 60W— LED III -FC) 240V -- 6' 6' 4' -- 35 4O' - - -- B 7768NL_ SERVICE #S3 35' 40' C 7767NL SERVICE D 7764NL SERVICE #S3 #S3 14' 40' P49 PM P51 P52 P53 P54 P55 SHARED RAINIER AVE S, RAINIER AVE S, SHARED SHARED RAINIER AVE S, RAINIER AVE S, POLE STA STA POLE POLE STA STA 35 +97 35 +93 37+33 37 +47 47.5' 47.5' 47.5' 47.5' LT' RT' LT' RTj CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY "DECORATIVE" "DECORATIVE" "DECORATIVE" "DECORATIVE -(S- 60W LED (S- III -FC) 60W LED (S- III -FC) 60W LED (S III -FC) 60W LED (S- III -FC) 240V 240V 240V 240V 4' 4' 14' 40' D D 7763NL 7770L SERVICE SERVICE #S3 #S3 14' 18' 4' 14' 18' 14' 40' D 7769E SERVICE D 7766NL SER VICE #S3 #S3 4' "DECORATIVE 60W LED (S- III -FC) 240V "DECORATIVE" 60W LED (S- III -FC) 240V "DECORATIVE" 60W LED (S- III -FC) 240V 4' 4' 14' 40' 14' 18' _ D 7765NL SERVICE #S3 D 7772L SERVICE #S3 4' 14' 18' D 7771L SERVICE #S3 P56 P57 SHARED SHARED POLE POLE - -- - j -- "DECORATIVE" RATIVE" 60W LED (S- III -FC) 240V 4' _ - - - 4' 14' i 40' D 7768NL SERVICE #S3 - - — — — - -- -- -- "DECORATIVE" 60W LED (S- III -FC) 240V 14' 40' 1 D 7767NL SERVICE #S3 CCGI LEGEND EXISTING NEW DESCRIPTION SIGNAL POLE WITH MAST ARM DENOTES a. • TYPE I OR PS POLE POLE DECAL{ xxxx EXISTING LUMINAIRE O- DECORATIVE PEDESTRIAN LUMINAIRE &_0 DECORATIVE ROADWAY LUMINAIRE DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE RAINIER AVE S rtL 5 r I 37 I I � 1 10 I I 13 1 13 2 13 1 F 13 \096H 35 I I 'I II II 7 I it I I c iSTA — 0 l_ I I I I EXTR 13 I EXTR SERVICE "S3 "Q3 SEE SIGNAL PLAN FOR DETAILS L>_1 m SIGNAL CONTROLLER CABINET CONDUCTORS ® ELECTRICAL SERVICE CABINET 1 2 MI ITS CABINET l 11, m O 0 JUNCTION BOX TYPE 1, 2, 8 3 4 5 6 2" 4" 4" 2" 6 #8 1 -96 SMFO 0 25 -TA VAULT TPARE CONDUIT SEE NOTES BELOW 7 WIRE NOTE Z O CONSTRUCTION NOTE SEE NOTES BELOW 8 094H EX 1 -48 SMFO X", cc� � — — --,t— — -- -= ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID 9. FOR LOCATIONS OF 5 - � RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER PRIVATE LUMINAIRES TO BE CDR STD PLAN #127. REMOVED, SEE SITE 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL PREPARATION PLANS. LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED GRIND DOWN EXISTING BY THE ENGINEER IN THE FIELD. FOUNDATION TO 2' BELOW 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE PROPOSED GRADE AND CAP THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). AND ABANDON EXISTING IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL UNUSED CONDUIT. SPLICE 36 095H 4 -- 1Cc 17 0 5 10 20 40 60 SCALE IN FEET rl � ADDENDUM #2. REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 12 -16 -11 SURVEYED' KPG WAS Is, DRAWN BY: JIM_ DESIGN BY' JF FEHR SL PEERS CHECK BY. JF . TRANSPORTATION CONSULTANTS n5 n 4r� . -. - -__ W414 Ale E 01 ^'ec, lka �'� PROJ MGR: TN 9uL. FSSIONAL EN�A - 203115/6 A %_0 G NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DILL01.dwg u CONSTRUCTION NOTES Qi CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, 'WRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER DETAILS ON SHEET 263 AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD DWGS J010 AND J011 WITH BACK -TO -BACK BATTERY BACKUP SYSTEM PER SPECIAL PROVISIONS. FOR LOCATION AND PANEL SCHEDULE, SEE ILLUMINATION CIRCUIT DIAGRAM AND DETAILS SHEET 238. COORDINATE CONNECTION DETAILS TO THE POWER SOURCE WITH THE POWER COMPANY REPRESENTATIVE PRIOR TO INSTALLATION OF FOUNDATION. SEE SPECIAL PROVISIONS. ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. O LUMINAIRE TO BE PART OF A SIGNAL SYSTEM. APPLY DECAL NUMBERING TO POLE, FOR ADDITIONAL INSTALLATION DETAILS SEE SIGNAL PLANS. O Q7 EXISTING SIGNAL POLE MOUNTED LUMINAIRE. FOR REMOVAL NOTES SEE SIGNAL PLANS. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. INSTALL 1" GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF 14 TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". WIRE NOTES I \ ) A /A -- 6 EXTR 2 GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. CITY OF RENTON .0 753 ft Ave N 2502Je8ewAve Pub is Woras Deportment Sw*,WA98109 Tacoma, WA 98402 APP O D FOR CONSTRUCTION (206)286.1640 (253) 627-0720 NWN.kpg.COm BY DATE' H!L✓//2 L0 M N LLJ x O O rl) M F- ®RACEWAY/:; CONDUIT SIZE CONDUCTORS 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE COMMENTS 1 2 2" i 2" 2 #8 4 #8 = SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL-LINE SEE NOTES BELOW SEE NOTES BELOW 3 4 5 6 2" 4" 4" 2" 6 #8 1 -96 SMFO SEE NOTES BELOW TPARE SEE NOTES BELOW SEE NOTES BELOW 7 EX. Z EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT SEE NOTES BELOW 8 4" i EX 1 -48 SMFO RE -ROUTE NOTES (CONTINUED) 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID 9. FOR LOCATIONS OF RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER PRIVATE LUMINAIRES TO BE CDR STD PLAN #127. N NOTES: w 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE = SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL-LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, Z EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. GENERAL NOTES (CONTINUED) 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID 9. FOR LOCATIONS OF RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER PRIVATE LUMINAIRES TO BE CDR STD PLAN #127. REMOVED, SEE SITE 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL PREPARATION PLANS. LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED GRIND DOWN EXISTING BY THE ENGINEER IN THE FIELD. FOUNDATION TO 2' BELOW 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE PROPOSED GRADE AND CAP THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). AND ABANDON EXISTING IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL UNUSED CONDUIT. SPLICE INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. EXISTING WIRING IF 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN NECESSARY TO MAINTAIN ACCORDANCE WITH SECTION 8-20.3(1)A OF THE SPECIFICATIONS. THE CONNECTIONS 10NS AI EXISTING PRIVATE LUMINAIRES TO CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE REMAIN. BACKFILL AND ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE COMPACT ALL VOIDS PER CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY SPECIAL PROVISIONS. REPRESENTATIVE. BID 1 0 DOCUMENTS RAINIER AVENUE S (SR 167) DRAWING No. _234_ S GRADY WAY TO S 2ND ST PROJECT NO. TE 403400 ILLUMINATION AND INTERCONNECT PLAN FEDAIDNO. CM0167000) DATE: NOV 2011 STA 33 +50 TO STA 38 +00 SHEET NO. 234 OF 904_ D z m a a n � O � v I C) A a a � � w o O N c_ G LOn 0 0 U 0 J 1 s a U N 0 c i 0 0 I 0 .,I i U N U d °c z GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE R/W ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH — _ _ PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. — — 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR _ SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. — — 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER d COR STD PLAN #127. cli 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL 0 6 1 LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED L1 1 ui BY THE ENGINEER IN THE FIELD. _ 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE o THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL BE REMOVED, SEE SITE PREPARATION + INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. PLANS. GRIND DOWN EXISTING FOUNDATION I o 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN TO 2' BELOW PROPOSED GRADE AND CAP F- ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE AND ABANDON EXISTING UNUSED CONDUIT. Lr' CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE SPLICE EXISTING WIRING IF NECESSARY TO z ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE MAINTAIN CONNECTIONS TO EXISTING x CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY PRIVATE LUMINAIRES TO REMAIN, BACKFILL 2 093H r REPRESENTATIVE. AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. < I, CONSTRUCTION NOTES Oj CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, COR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER DETAILS ON SHEET 263 AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD DWGS J010 AND J011 WITH BACK -TO -BACK BATTERY BACKUP SYSTEM PER SPECIAL PROVISIONS. FOR LOCATION AND PANEL SCHEDULE, SEE ILLUMINATION CIRCUIT DIAGRAM AND DETAILS SHEET 238. COORDINATE CONNECTION DETAILS TO THE POWER SOURCE WITH THE POWER COMPANY REPRESENTATIVE PRIOR TO INSTALLATION OF FOUNDATION. SEE SPECIAL PROVISIONS. O LUMINAIRE TO BE PART OF A SIGNAL SYSTEM. APPLY DECAL NUMBERING TO POLE, FOR ADDITIONAL INSTALLATION DETAILS SEE SIGNAL PLANS. 0 7O EXISTING SIGNAL POLE MOUNTED LUMINAIRE. FOR REMOVAL NOTES SEE SIGNAL PLANS. 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. 14 INSTALL 1" GRS CONDUIT FROM JUNCTION BOX TO BUS SHELTER FOOTING. REFER TO METRO STANDARDS FOR CONSTRUCTION OF TRANSIT PASSENGER FACILITIES AND DETAILS, SHEET 27 FOR CONDUIT STUB LOCATION. 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S4" - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) — —_ — — 59 s � ccc� A RAINIER AVE S cc cc CCG 6 64 i -- -- — rc 45 - 43 I \ LI 2 L/ 3 7 \\ \ 5 10 13 C, 0 1 \ 41 MIC 1 10 cc 13 ` ( 13 2 1 10 13 cc 10 10 \ O ;' Q 44 _ 46 I 0 5 10 20 40 60 SCALE IN FEET LUMINAIRE # I STATION FEHR OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE TYPE CIRCUIT # DECAL # BELOW COMMENTS D1 D2 * * * SEE NOTES SEE NOTES SPARE BELOW BELOW 3 4 5 rDECORATIVEO 135W "DECORATIVE" "DECORATIVE" "DECORATIVE" "DECORATIVE" "DECORATIVE" LED (M III -FC) 240V W /PHOTOCELL_ 135W LED (M- III -FC) 240V 135W LED (M- III -FC) 240V 135W LED (M- III -FC) 240V _ 135W LED (M- II -FC) 240V 135W LED (M- II -FC) 240V * * * * * 35' 35' * * * * 40' 40' A A A A C B 7773N * SEE SIGNAL * SEE SIGNAL * SEE SIGNAL * SEE SIGNAL SERVICE SERVICE #S4 #S4 PLANS FOR INFORMATION NOT SHOWN PLANS FOR INFORMATION NOT SHOWN PLANS FOR INFORMATION NOT SHOWN PLANS FOR INFORMATION NOT SHOWN * i * * 147.5' LT 47.5' RT * * *_ _ 6' 6' 7774N 7776N 7775N 7778NL 7777NL D3 D4 43 44 RAINIER AVE S, STA 38+97 RAINIER AVE S, STA 38 +97 45 46 RAINIER AVE S, RAINIER AVE S, STA STA 40+16 40+16 149.0' 49.0' LT -- RT "DECORATIVE" "DECORATIVE" 135W LED (M- II -FC) 240V — 135W LED (M- II -FC) 240V 6' 6' 35' 35' 40' 40' B C 7780NL 7779NL SERVICE SERVICE #S4 #S4_ - -- P58 P59 P60 RAINIER AVE S, RAINIER AVE S, SHARED STA STA POLE 38 +47 38 +47 147.5' 47.5'_ LT RT "DECORATIVE" "DECORATIVE" 60W LED (S- III -FC) 240V 60W LED (S- III -FC) 240V 4' 4' 14' 14 18' _18 40' 40' 18' 18' D D D D D D 7782L 7781L SERVICE SERVICE #S4 #S4 -- 148.0' LT ',48.0' RTJ "DECORATIVE" SOW LED (S- III -FC) 240V "DECORATIVE" 6OW LED (S- III -FC) 240V "DECORATIVE" 60W LED (S- III -FC) 240V "DECORATIVE" 60W LED (S- III -FC) 240V - 4' 4' 4' 4' 14 14' 14' 14' 7778NL SERVICE #S4 7777NL SERVICE #S4 7784L SERVICE #S4 — 7783L I SERVICE #S4 P61 - -- _ SHARE_D POLE AVE S, STA 39+44 - I RAINIER AVE S, STA 39 +44 _ P RAINIER -- P63 P64 P65 SHARED ', SHARED POLE POLE - " 60W LED S- III -FC 240V ( , 4 _ 14 14' 40' _ 40' D D 7780NL' SERVICE #S4 "DECORATIVE' _ DECORATIVE" 60W LED (S- III -FC) 240V 4' 7779NL SERVICE #S4 -- AUULNUUMNZ.HtMUVtUYHIVAIt FULthtMUVALNUIt5 JJA JF 12 -16-11 Ii -14 -11 SURVEYED: KPG F or WAI, ,9A DRAWN BY: JM_._. r y DESIGN BY: JF CHECK BY: JF Q EC6rE " PROJ MGR: TN NUMBER REVISION DESCRIPTION BY APP. DATE fSS10 AL C 0655DILL01.dwg - -6 -- — WIRE NOTES p1 SEE SIGNAL PLAN - --\ EXTR FOR DETAILS Q3 SERVICE "S4 "\ ®RACEWAY/ !I CONDUIT '', SIZE FEHR & PEERS TRANSPORTATION CONSULTANTS 10014th Aver &1:e 4M K Sn.^.mfl SWUe WA My 2p515)6 -4220 -u I— c.,. IT - -6 -- — WIRE NOTES p1 SEE SIGNAL PLAN - --\ EXTR FOR DETAILS Q3 SERVICE "S4 "\ ®RACEWAY/ !I CONDUIT '', SIZE CONDUCTORS COMMENTS PROJECT NO. DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE 1 2" 2#8 SEE NOTES BELOW 2 1 2" 2" 1 4" - 4 #8 6 #8 -- - _ - SEE NOTES SEE NOTES SPARE BELOW BELOW 3 4 5 4" 1 -96 SMFO SEE NOTES SEE NOTES BELOW BELOW 62— 7 EX. 4" EX. 1 -48 SMFO SEE NOTES RE -ROUTE BELOW 8 NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL-LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. ?� � -� 153901 Ave N 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (20612861840 (25 3) 627-0720 vAVw.l�g.com E� CITY OF RENTON .0 Pubic Works Depertmert APPR FOR CONSTRUCTION BV: DATE:.' v "0 ccr. r LEGEND M 10 O 13 N I— w w x CD 0 CV N w z J x 10 7 < 5 17 � J i �p EXISTING NEW DESCRIPTION _= Cl-- SIGNAL POLE WITH MAST ARM DENOTES oL G • TYPE I OR PS POLE POIE DECAL# xxxx EXISTING LUMINAIRE PA T- 3430115 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ILLUMINATION AND INTERCONNECT PLAN STA 38 +00 TO STA 42 +00 BID DOCUMENTS DECORATIVE PEDESTRIAN LUMINAIRE C�-- DECORATIVE ROADWAY LUMINAIRE PROJECT NO. DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE Cfl SIGNAL CONTROLLER CABINET G ® ELECTRICAL SERVICE CABINET III s 1 ITS CABINET 7 z 1 m O DI JUNCTION BOX TYPE 1, 2, 8 2 A 25 -TA VAULT - -- -- CONDUIT WIRE NOTE O CONSTRUCTION NOTE T- 3430115 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ILLUMINATION AND INTERCONNECT PLAN STA 38 +00 TO STA 42 +00 BID DOCUMENTS z �y > m Oa �v I � N "> d � � W D 0 0 N O rA 235- DRAWING NO. _ _ PROJECT NO. TED Q3 30 FED AID NO. CM0167 048) DATE: NOV 2011 SHEET NO. 235 OF 304 z �y > m Oa �v I � N "> d � � W D 0 0 N O rA a 0 N 0 N s 0 co 0 T J IN 0 i 0 rn 0 U N C d i U 0 2 rn 0 c LEGEND EXISTING DENOTES EX ME Derx1 xxxx NEW DESCRIPTION @mm — SIGNAL POLE WITH MAST ARM • TYPE I OR PS POLE GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATON OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE `1 PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. Ln M N H w w N O 0 N L0 w z J LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S4 & S5" - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE, # EXISTING LUMINAIRE `1-0 DECORATIVE PEDESTRIAN LUMINAIRE �-- DECORATIVE ROADWAY LUMINAIRE SEE DECORATIVE PEDESTRIAN /ROADWAY LUMINAIRI m SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET EM ITS CABINET m LI D1 JUNCTION BOX TYPE 1, 2, 8 SEE NOTES BELOW 3 m 25 —TA VAULT ---- CONDUIT A WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. THE LOCATON OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 8. ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE `1 PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. Ln M N H w w N O 0 N L0 w z J LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S4 & S5" - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE, # FOR STATION BOX REMOVAL /MODIFICATION OFFSET LUMINAIRE TYPE SEE LUMINAIRE MOUNTING POLE CIRCUIT DECAL COMMENTS 2 I, 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE - - 5 ARM HEIGHT TYPE # # _ SEE NOTES BELOW 47 RAINIER AVE S, STA 42 +28 52.0' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 7786NL SERVICE #S4 48 RAINIER AVE S, STA 42 +28 52.0' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 7785NL SERVICE #S4 49 RAINIER AVE S, STA 43 +52 58.5' LT "DECORATIVE" 135W LED (M- II -FC) 240V 12' 35' 40' ! B 7788N SERVICE #S4 50 RAINIER AVE S, STA 43 +48 56.5' RT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' C 7787NL SERVICE #S4 P66 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' j D 7786NL SERVICE #S4 P67 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7785NL SERVICE #S4 P68 RAINIER AVE S, STA 43 +08 53.5' LT "DECORATIVE" 60W LED (S- III -FC) 240V 4' 1C- 9 1 D 7790L SERVICE #S4 51 RAINIER AVE S, STA 44 +51 56.5' RT "DECORATIVE" 135W LED M -II -FC 240V 1 12' 1 35' 1 40' C 7789N I SERVICE #S5 CONSTRUCTION NOTES Oj CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, CDR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. 0 10 FOR EXISTING JUNCTION BOX REMOVAL /MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. 13 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. C*T N H w w x CD CD Ln a w z J x WIRE NOTES ®RACEWAY /I CONDUIT 1 CONDUCTORS COMMENTS SIZE 1 2" 2 #8 SEE NOTES BELOW 2 I, 2" 4 #8 SEE NOTES BELOW 3 2" 6 #8 SEE NOTES BELOW 4 4" SPARE - - 5 4" _ 9 - - -- 1 -96 SMFO SEE NOTES BELOW S 6 2" _ SEE NOTES BELOW 7 EX. SEE NOTES BELOW 8 I 4" EX, 1 -48 SMFO RE -ROUTE NOTES: 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL-LINE TAPE AND LABELED "CITY OF RENTON ". 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. 0 5 10 20 40 60 SCALE IN FEET T- 3430116 BID DOCUMENTS ADDENDUM 02, REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 12 -16 -11 _ t t -t a -t SURVEYED. KPG.. _- P' p KPH RAINIER AVENUE S (SR 167) DRAWING NO. 236 o� WAS,, ti DRAWN BY: JIM CITY OF RENTON - O �P'. DESIGN BY: JF S GRADY WAY TO S 2ND ST PROJECT NO, gp40�g3o FEHR & PEERS 753b Ave N 2502JeffmAve Pubic worts Deportment FED AID NO. CM0167��481 CHECK BY: JF _ TRANSPORTATION CONSULTANTS Seattle, WA 99109 Tacoma, WA 98402 ILLUMINATION AND INTERCONNECT PLAN ",", ,.0 APPR V D FOR CONSTRUCTION 9' RFCSrra °O �Ea� PROJ MGR: TN a;.� o� -..e. (06)29fr1640 (253) 627 -0720 DATE: _NOV 2011 Sg G _ -- s um.e. wn www,kpg.COfll BY: DATF� SHEET NO. 236 OF 304_ NUMBER REVISION DESCRIPTION BY APP. DATE P TONALEN n FILE:0655DILL01.dwg '2�'' V644M //t STA 42 +00 TO STA 45 +00 a a z `m a M j•�•j O J > !� a � o O N 0 m 0 C, s_ 0 , O j LEGEND EXISTING NEW DESCRIPTION Cam- SIGNAL POLE WITH MAST ARM OW �i • TYPE I OR PS POLE xxxx EXISTING LUMINAIRE DECORATIVE PEDESTRIAN LUMINAIRE DECORATIVE ROADWAY LUMINAIRE D ECORATIVE PEDESTRIAN /ROADWAY LUMINAIRE m SIGNAL CONTROLLER CABINET e w w O O 1d- H v7 w Z J a Qt ® ELECTRICAL SERVICE CABINET j © ITS CABINET m 1017 JUNCTION BOX TYPE 1, 2, 8 r&7Al 25 -TA VAULT CONDUIT WIRE NOTE / 13 TR I / O CONSTRUCTION NOTE � 10 cc �,�wvLSa MIC7/ / : / 46 MIC7q 0 : XXXX- X 8 1 - 13 - - -- 13 11 3123H / C4 Z CO 55 � ccc 2 13 // 2 / O 1 6 2 / 10 10 (711 I . r E1 13 / of E2 P I SEE SIGNAL PLAN 5 \ 13 t I / FOR DETAILS OSERVICE " " —_` / D GENERAL NOTES ccc LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S5" - SEE CIRCUIT AND PANEL SCHEDULES SHEET 238) LUMINAIRE STATION OFFSET LUMINAIRE TYPE 2 2" LUMINAIRE MOUNTTNG POLE CIRCUIT DECAL _ 6#8 COMMENTS # 4 5 6 4" 4" 2" SPARE — 1 -96 SMFO SEE NOTES SEE NOTES BELOW BELOW 7 EX. ARM HEIGHT TYPE # # FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. E1 * * "DECORATIVE" 135W LED (M- 111 -FC) 240V W /PHOTOCELL * * * A 7791N '* SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN E2 - * REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND * "DECORATIVE" 135W LED (M- III -FC) 240V * * * A 7793N '* SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN E3 * _ * DECORATIVE' 135W LED (M III -FC) - 240V * * * A 7792N * SEE SIGNAL PLANS FOR INFORMATION NOT SHOWN 52 I RAINIER AVE S STA 45+13 53.5' LT' "DECORATIVE" 135W LED (M II FC) 240V 6 35 40' C 7794NL SERVICE #S5 53 RAINIER AVE S, STA 45 +16 561 RT DECORATIVE" 135W LED (M- II -FC) 240V 12' 35 40' _ B 7795N SERVICE #S5 54 S SUNSET BLVD, 43.1' LT "DECORATIVE" 135W LEO M -II -FC 240V 6' _ 35' 40' C 7796N SERVICE # SS 55 S SUNSET BLVD, STA 551 +26 50 2' RT _ bECORATIVE" 135W LED (M II -FC) 240V _ 6' _ 35' 40 B 7797N SERVICE #S5 56 RAINIER AVE S, STA 47 +23 65.4' LT "DECORATIVE" 135W LED (M- III -FC) 240V 6' 35' 40' C 7798N SERVICE #S5 57 RAINIER AVE S, STA 47 +89 1152.2' LT "DECORATIVE" 135W LED (M- II -FC) 240V 6' 35' 40' B 780ONL 'SERVICE #S5 P70 SHARED POLE "DECORATIVE" 60W LED (S- III -FC) 240V 4' 14' 40' D 7794NL SERVICE #S5 i.. cc 0 5 10 20 40 60 SCALE IN FEET WIRE NOTES ®:RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 111 2 2 2" 248 4#8 SEE NOTES SEE NOTES BELOW BELOW 3 2" _ 6#8 _ SEE NOTES BELOW 4 5 6 4" 4" 2" SPARE — 1 -96 SMFO SEE NOTES SEE NOTES BELOW BELOW 7 EX. - - - -------------- EX 1-48 SMFO SEE NOTES — - RE-ROUTE BELOW - - -- 8 4" FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. CONSTRUCTION NOTES CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, CDR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL �Zr r PROVISIONS. 4 4 51 ccc NOTES: \ 1. ALL CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 -#8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE y SCHEDULE OTHERWISE). SPARE CONDUIT SHALL CONTAIN BULL-LINE 10 078H TAPE AND LABELED "CITY OF RENTON ". 4 2. ALL SIGNAL AND LIGHTING CONDUIT SHALL BE RIGID PVC SCH 40, 13 EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. ALL FIBER CONDUIT ccc AND SPARE 4" CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE 48 FABRIC INNERDUCT INSTALLED PER SPECIFICATIONS. CONSTRUCTION NOTES CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAILS SHEET 239. FURNISH AND INSTALL DECORATIVE LUMINAIRE, POLE, ARM, CONDUIT /WIRING ALL ASSOCIATED EQUIPMENT AND APPLY DECAL NUMBERING TO LUMINAIRE POLES. FOR ADDITIONAL INSTALLATION DETAILS SEE ILLUMINATION SHEET 239, CDR STANDARD DRAWINGS J007, J008, J009, J013, J015 AND SPECIAL �Zr r PROVISIONS. 4 4 O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE, JUNCTION BOX, WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. GRIND ch DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. • 4 crc O CONSTRUCT FOUNDATION PER DETAILS ON SHEET 263 AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CDR STD DINGS J010 AND J011 WITH BACK -TO -BACK BATTERY BACKUP SYSTEM PER SPECIAL PROVISIONS. FOR LOCATION AND PANEL / SCHEDULE, SEE ILLUMINATION CIRCUIT DIAGRAM AND DETAILS SHEET 238. COORDINATE CONNECTION DETAILS TO THE POWER / SOURCE WITH THE POWER COMPANY REPRESENTATIVE PRIOR TO INSTALLATION OF FOUNDATION. SEE SPECIAL PROVISIONS. FkTR cc ® EXISTING LUMINAIRE TO REMAIN. MAINTAIN CIRCUIT CONTINUITY DURING CONSTRUCTION. / O LUMINAIRE TO BE PART OF A SIGNAL SYSTEM. APPLY DECAL NUMBERING TO POLE, FOR ADDITIONAL INSTALLATION DETAILS SEE 409H / SIGNAL PLANS. 1. ALL WORK SHALL BE DONE WITH WSDOT STANDARD PLANS & 0 4 p� 4 SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE 1 10 CITY DEVELOPMENTAL GUIDELINES AND THESE PLANS. / RAW I \ 1 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE GENERAL NOTES (CONTINUED) \ RESPONSIBIUTY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT 7 NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE O7 EXISTING SIGNAL POLE MOUNTED LUMINAIRE. FOR REMOVAL NOTES SEE SIGNAL PLANS. . ® TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 360 DEGREES TOTAL 4 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE THAN THE EQUIVALENT OF FOUR QUARTER BENDS IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL ) . ®SEE SIGNAL PLANS FOR CONSTRUCTION NOTES REGARDING INSTALLATION OF ADDITIONAL SIGNAL SYSTEM EQUIPMENT. ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH c* INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 10 FOR EXISTING JUNCTION BOX REMOVAL MODIFICATION CONSTRUCTION NOTES SEE SIGNAL PLANS. cc C 456 -2701 PRIOR TO INSTALLATION OF METER BASE. PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) g, ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN / ' h 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ACCORDANCE WITH SECTION 8- 20.3(1)A OF THE SPECIFICATIONS. THE 1O3 SEE WIRE SCHEDULE ON SIGNAL PLANS FOR CONDUIT CONTAINING SIGNAL WIRING. T=3430177 ' ccc M SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE 17 INSTALL NEW TYPE 8 TRAFFIC RATED JUNCTION BOX. LID SHALL BE LABELED "ITS ". / 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CONSTRUCTION. COORDINATE WORK WITH THE POWER COMPANY ©0 SEE URBAN DESIGN PLAN SHEETS FOR CONTINUATION OF ARCHITECTURAL LIGHTING. CDR STD PLAN #127. REPRESENTATIVE. 6. CONDUIT LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FINAL 9. FOR LOCATIONS OF PRIVATE LUMINAIRES TO BE REMOVED, SEE SITE PREPARATION PLANS. GRIND DOWN EXISTING FOUNDATION TO 2' BID LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BELOW PROPOSED GRADE AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPLICE EXISTING WIRING IF NECESSARY TO MAINTAIN BY THE ENGINEER IN THE FIELD. CONNECTIONS TO EXISTING PRIVATE LUMINAIRES TO REMAIN. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. O DOCUMENTS ADDENDUM #2, REMOVED PRIVATE POLE REMOVAL NOTES JJA JF 12 -16 -11 n -.a -n SURVEYED: _KPG____ O��P _Fy � �p� / CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 237 pF NnSHr�s.9 DRAWN BY: JM_- _ ff _ `q_ %y DESIGN BY' JF - P,b is Worts Deportment S GRADY WAY TO S 2ND ST PROJECT NO. LEa4403430 FEHR &PEERS 7539hAveN 2502JeflesonAve CHECK BY: TRANSPORTATION CONSULTANTS Sealde,WA98109 Tacoma, WA 98W2 ILLUMINATION AND INTERCONNECT PLAN FED AID NO. cMOo4s> nc 1 2 o a .� c. AP PR FOR CONSTRUCTION DATE: NOV 2011 9: PFC, r[REO ��"�" PROJ MGR. TN sue, i4t- izo ""� w :'s.. .w.o- (20612661640 (2531627 -0720 - es`SrONAL ENO\ - mil; siWA �� ^"^° '� "v wv BY DATE STA 45 +00 TO STA 49 +00 SHEET NO. 237_ OF 304 _ NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DILL01.dwg °'^^•° volr a z n a m N Oa I :5C) �=j J d ' K w o w 0 i y _ a 0 N v N a i 0 r. 0 U I F 0 0 c rn 0 i J I.I N U y 0 a 0 i PANEL SCHEDULE #$j SERVING: SGINIALS ,ILLUMINATION, ITS, 4RED 4LIGHT CAM 'MAIN SBREAKER: 100 /AMPS WIRE: E. 3 CKT, I I TRIP 6 41 TRIP MAIN BREAKER: 100 AMPS WIRE:E 3 CKTI # ICKT LOAD DESCRIPTION # ! IKVA (AMPS \ KVA CKT LOAD DESCRIPTION INTERSECTION LTG (A) 1.2 AMPS 20 :, Tr AMPS 1.1 ROADWAY , # 2 1 # 2 # 1 INTERSECTION LTG (A) 1.4 1 20 3^ 4 20 0.8' ROADWAY LTG (B) 5 2 i ROADWAY LTG (C) 711 ;n 8 1.8 PEDESTRIAN LTG (D) GFl OUTLET I 9 9 5 ',ROADWAY LTG (C) - 0.7 40 �6 20 1.2 PEDESTRIAN LTG (D) 1114 COLUMN LTG 14 20 0 8 1 6 . _ ... s- 6 _. 7 8 40 11-- !1112 40 1.0 ITS CABINET 1 12 '.. 9 LTG CONTROL_ 0.1 15 9 1. .,110 40 2.0 SIGNAL IRRIGATION 12 10 _ 11 GFl OUTLET 1.0 20 nom, 12 40 1.0 ITS CABINET SPARE 12 13 RED LIGHT CAMERA - -- 1.0 30 13i ,_ _pia 20 0.5 GATEWAY LTG CONTROLLED BY PHOTOCELL 14 15 (SPARE - 20 1511 .1116 - - AMPS ' 16 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 9.7 KVA 41 AMPS CONTROLLED BY PHOTOCELL ( DEMAND LOAD (1257):12.1 KVA 51 AMPS CKT D CKT D CKT D CKT D CKT D CKT D CKT D +v- CKT D P1 P2 P4 P6 - PB - 14 _ P16 CKT A 1 CKT A A ! 2 4 6 8 10 I 12 CKT AI CKT B CKT C CKT B CKT C CKT B CKT C RAINIER AVE S 'a oCKT B CKT C CKT B CKT C CKT B 3 5 7 9 11 CKT A N I CKT A ` - - - - SERVICE 1 d° P3 P5 CKT A 10 T D CKT D CKT D CKT 0 CKT D CKT D CKT D CKT D CKT D SERVICE #S1 PANEL SCHEDULE # S4 +67, 37.5' RT S 120/240 PHASE: 1 SEER NG: SIGNALS, ILLUMINATION # MAIN BREAKER: 100 AMPS WIRE:E 3 CKTI # LOAD DESCRIPTION IKVA TRIP TRIP KVA �,--� LOAD DESCRIPTION KVA CKT INTERSECTION LTG (A) INTERSECTION LTG (A) 1.2 AMPS 20 AMPS 4 20 0.6 ROADWAY LTG (B) 1.1 ROADWAY , # 2 1 # 2 '!ROADWAY LTG (C) 0.6 Y0 III to 20 0.8 PEDESTRIAN LTG (D) 1.0 6 5 9 i ROADWAY LTG (C) 711 ;n 8 1.8 PEDESTRIAN LTG (D) GFl OUTLET I 9 9 LTG CONTROL 0.1 15 911. .�10 40 2.0 SIGNAL 1114 COLUMN LTG 14 20 0 8 1 6 . _ ... s- 10 9 ,GFl OUTLET 1.0 40 11-- !1112 40 1.0 ITS CABINET 1 12 12 11 SPARE - - - 20 13t- - :�14 20 0.5 IRRIGATION 12 14 75 SPARE - 20 151,_1 -16 20 - SPARE 14 16 16 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 7.8 KVA 33 AMPS CONTROLLED BY PHOTOCELL AMPS CONTROLLED BY PHOTOCELL DEMAND LOAD (1257):9.8 KVA 41 AMPS PANEL SCHEDULE #S2 LOCATION: S 7TH ST, APPROX. 250 +70, 43.0' RT VOLTS: 120/240 PHASE: 1 TRIP CKT # SERVING: SIGNALS, ILLUMINATION, ITS MAIN BREAKER: 100 AMPS WIRE: 3 CKT LOAD DESCRIPTION TRIP TRIP KVA � KVA LOAD DESCRIPTION INTERSECTION LTG (A) CKT # INTERSECTION LTG (A) AMPS ) - 1.4 3 20 AMPS '� ? 20 �4 1.1 ROADWAY LTG (B) 5 # 2 1 20 20 0.1 PEDESTRIAN LTG (D) 6 5 ROADWAY LTG (C) 1.0 ^�� e 9 5 ROADWAY LTG (C) 1.2 20 -s 20 1.8 PEDESTRIAN LTG (D) GFl OUTLET 6 120 -llr : _41112 40 1 0 ITS CABINET 12 7 ARCH LTG 10.4 20 _t_3 ^� �,,�, 20 151- 1 1114 COLUMN LTG 14 20 0 8 1 6 . _ ... s- 15 9 LTG CONTROL 0.1 15 9,--. :�10 40 2.0 SIGNAL DEMAND LOAD (125 %):9.1 KVA 38 AMPS 1 12 10 11 GFI OUTLET _ 1.0 20 1111, , 12 40 1.0 i ITS CABINET �14 12 13 SPARE iSPARE - 11 20 13�- - 1 20 1511, -;1114 20 1-16 20 0.5 IRRIGATION - SPARE 14 16 15 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 10.1 KVA 42 AMPS CONTROLLED BY PHOTOCELL DEMAND LOAD (125 %):12.6 KVA 53 AMPS CKT D CKT D CKT D C��KTT D� CKT D CKT D CKT D CKT D CKTT D CKT D CKT D CKT D CKT D CKT D I 28 I w2q 24 CKT A CKT A 2 2 29 WaU 34 4 CKT A \ - \ \ 17 \ 9 20 21 24 26 28 CKT C CKT B CKT C \\ �y CKT B CKT C CKT B CKT C CKT B CKT C RAINIER AVE S \ N� CKT C CKT B CKT C CKT B CKT C CKT B CKT C CKT B T T- -�f 18 19 \ \ 22 23 25 27 CKT A cKT A _ CKT A P31J3 - - 393 P4134 UKT D CKT D CKT D CKT D SERVICE 2 CKT D CKT D CKT 0 CKT D CKT D CKT D CKT D CKT D SERVICE #S2 PANEL SCHEDULE +86, 31.0' LT #S5 SERVING: SIGNALS,TILLUM NATION, ITS MAINSBREAKER: 100 AMPS WIRE:E 3 CKT SERVING: SIGNALS, ILLUMINATION, IRRIGATION ':MAIN BREAKER: 100 AMPS WIRE: 3 CKT # TRIP TRIP CKT # LOAD DESCRIPTION KVA ` KVA, LOAD DESCRIPTION AMPS ; AMPS 20 lTa 20 AMPS j 20 I� 3�` AMPS # 1 INTERSECTION LTG (A) 0.9 20 0.4 ROADWAY LTG (B) 2 11.0 ROADWAY LTG (B) 2 m2 4 T 5 ROADWAY LTG (C) 0.6 20 20 0.1 PEDESTRIAN LTG (D) 6 5 ROADWAY LTG (C) 1.0 ^�� e 9 LTG CONTROL 0.1 15 911. r ,10 40 2.0 SIGNAL 10 1 1 GFl OUTLET 1 O 120 -llr : _41112 40 1 0 ITS CABINET 12 13 ARCH LTG 10.4 20 _t_3 ^� �,,�, 20 151- 1 1114 COLUMN LTG 14 20 0 8 1 6 . _ ... s- 15 SPARE - _ REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 7.3 KVA 31 AMPS CONTROLLED BY PHOTOCELL DEMAND LOAD (125 %):9.1 KVA 38 AMPS PANELSCHEDULE # S3 LOCATION: RAINIER AVE S, APPROX. 34 +73, 58.5' RT 'VOLTS: 120/240 PHASE: 1 SERVING: SIGNALS, ILLUMINATION, IRRIGATION ':MAIN BREAKER: 100 AMPS WIRE: 3 CKT # LOAD DESCRIPTION KVA TRIP TRIP t (KVA LOAD DESCRIPTION !CKT AMPS ; AMPS 20 lTa 20 # 1 INTERSECTION LTG (A) 0.611 11.0 ROADWAY LTG (B) 2 _3 5 ROADWAY LTG (C) 1.0 20 ��ie 2p 1.0 PEDESTRIAN LTG (D) 6 9 LTG CONTROL 0.1 15 9 i�10 40 2.0 SIGNAL 10 11 GFl OUTLET 1.0 20 11,x. - .12 40 1.0 ITS CABINET 1 12 13 SPARE - 11 it 20 31 _ 4 1 - - - �14 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONNECTED LOAD: 7.7 KVA 32 AMPS CONTROLLED BY PHOTOCELL DEMAND LOAD 125 %:9.6 KVA 40 AMPS CKT D CKT D CKT D O � CKT A a JI I 30 32 33 35 e 37 CKT B CKT C CKT B CKT C y CKT B - RAINIER AVES - T, I CKT C CKT B CKT C CKT D CKT C CKT A I 4 SERVCE 3 4 CKT D CKT D CKT D SERVICE #S3 CKT D CKT D CKT D CKT D O 0 39 41 CKT C CKT B CKT B CKT C 4 40 42 55 5 CKT D CKT D CKT D CKT D CKT D CKT D CKT D CKT D CKT D CKT D 54 CKT A 66 66 CKT D CKT C 55 CKT A \ 43 45 c 47 49 CKT A • h 52 56 57 CKT C CKT B r CKT C CKT B RAINIER AVE S 1 CKT C y CKT C CKT B -t- + - - - - � - I - RAINIER AVES CKT B CKT C 1 CKT B CKT C 44 46 1 48 50 CKT C CKT B I CKT A 51 53 / - - - -- _ CKT ,C/ - - -- - - - -- CKTA P6 6 6 6 DKTA T- 3430118 CKT D CKT D CKT D CKT D 4 1 CKT D SERVICE 5 SERVICE #S4 SERVICE #S5 BID DOCUMENTS 11 -14 -11 SURVEYED: KPG P Fq 46 RAINIER AVENUES SR 167 DRAWING No. _238 - O�?� wnS" oq2 DRAWN BY' JM Kp� CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED40343Q xy DESIGN BY' JF P Pub dc Works Deportment FED AID NO. CM0167(048) F E H R OZ PEERS 753 9dt Ave N 2502 Jefferson Ave CHECK BY. JF_ - TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 9M02 ILLUMINATION CIRCUIT DIAGRAM AND DETAILS Go a APPR V FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: TN -_.io <po4e1"e. o �,,, c.`°^`"' (206)2861640 (25 3) 627-0720 fSS10 AL ENO` Mai 576 WA n220� °G - ., m" � BY: DATE: �2 SHEET NO. 238 OF 304 _ NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DILL01.dwg - - z �ya n � Oa � I �L a ' d . ` K W a 0 . ` N O ME 0- a c 0 a 3 0 0 0 i 0 0 i 0 r` 0 0 i a i U a a� 0 UNPAVED AREAS --- — PAVED AREAS VERTICAL SAWCUT SEAL JOINT SURFACE RESTORATION AS 2 OD PIPE WELDED 'A TO LUMINAIRE ARM WITH PAVING ASPHALT PER LANDSCAPING DETAILS 4 R DECORATIVE PEDESTRIAN LUMINAIRE / FOR STREET LIGHT w - EXISTING =' UTILIZE NATIVE OR \ 12" o NATIVE MA CSTC WHERE NATIVE MATERIAL l _ (TYP) ~'! NOTES: EXISTING IS UNSUITABLE AND AS �- ALUMINUM SHROUD 1. ASPHALT PAVEMENT MUST BE DIRECTED BY THE ENGINEER. GLASS LENS. SEE SPECIAL - -- J SAWCUT TO PROVIDE A CLEAN STRAIGHT PROVISIONS. Lvi _ SEE PLANT BASKET EDGE BEFORE CONDUIT PLACEMENT. ° MANUFACTURER SHALL - 2. EXISTING MATERIAL DISTURBED UNDER THE SUPPORT DETAIL 7" BASE DIAMETER, 18' -0" WELD SHROUD ALL CONDUIT SHALL BE REPLACED WITH LONG (CONTINUOUS), w 4 \� EXISTING SUBGRADE BEDDING MATERIAL AND COMPACTED TO (0.14 " /FT) ALUMINUM POLE (0.14 " /FT) ALUMINUM -SEE TYPICAL SECTIONS 95% MAX DENSITY. EQ POLE 1. o AND ROADWAY DETAILS 3. BACKFILL MATERIAL SHALL BE INSTALLED CLAMP -ON WITH COVER FOR RESTORATION IN AN APPROVED MANNER TO ENSURE NO DAMAGES TO THE CONDUIT. N z ? — CONDUITS PER PLANS 4. IF NATIVE MATERIAL IS DETERMINED BOLT COVERS 4 N UNSATISFACTORY BY THE ENGINEER, USE o l2 "' 2 "' COMPACTED GRAVEL CRUSHED SURFACING TOP COURSE, PER CL_ yMIN� - -�MIN,� BACKFILL FOR PIPE ZONE WSDOT STD SPEC 9- 03.9(3). a VARIES BEDDING, PER WSDOT STD CL 4' MIN tl' -� SPEC 9- 03.12(3) ) ( WHERE APPLICABLE IN PAVED OR UNPAVED AREAS) CONDUIT TRENCH DETAIL POLE _ 4' -0" _ (LUMINAIRE ARM) 2" TANGENT CLAMP -ON TO PIPE WITH TENON 13.5" 1 7.5' R / (FOR MOUNTING LUMINAIRE). SEE THIS SHEET FOR PEDESTRIAN 1 LUMINAIRE/ LUMINAIRE ARM 3.5" OD HOLE COORDINATION DETAIL. I ui I (LUMINAIRE ARM) 16' R 22" 1 CLAMP -ON l - TO LUMINAIRE L 4" OD HOLE BUSHING SHALL BE PROVIDED BY MANUFACTURER BETWEEN LUMINAIRE ARM AND PIPE CONNECTION FOR THE w LUMINAIRE CONDUCTORS x, CL' ROUND CAP m' I (0.5" MAX HEIGHT) LUMINAIRE ARM m 4 OD PIPE l l a CL 00 co z o J LUMINAIRE - - - °': TENON WITH PLUMBIZER OR CONDUCTORS LEVELING DEVICE TO SECURE 12' -0" - -- - (LUMINAIRE ARM) m' 60' R 46" 1 � - r -- '- 4" OD HOLE - - AND LEVEL LUMINAIRE 2 OD PIPE WELDED 'A TO LUMINAIRE ARM J " x 4 R DECORATIVE PEDESTRIAN LUMINAIRE / FOR STREET LIGHT w LUMINAIRE ARM COORDINATION DETAIL =' CIS w EYEBOLT TO SUPPORT o DECORATIVE ROADWAY l ROUND CAP o'' FLOWER BASKET z ALUMINUM SHROUD RENTON STD PLAN GLASS LENS. SEE SPECIAL (BY MANUFACTURER) J009 PROVISIONS. Lvi _ SEE PLANT BASKET 10" BASE DIAMETER, ° MANUFACTURER SHALL - 40' —O" LONG SUPPORT DETAIL 7" BASE DIAMETER, 18' -0" WELD SHROUD ALL EQ LONG (CONTINUOUS), w THE WAY AROUND l J ROUND TAPERED u (0.14 " /FT) ALUMINUM POLE (0.14 " /FT) ALUMINUM = Q EQ POLE REINFORCED HANDOLE A WITH COVER o E REINFORCED HANDOLE CLAMP -ON WITH COVER _ TO LUMINAIRE N N z ? o BOLT COVERS N J J N DECORATIVE STEEL LUMINAIRE ARM -- ( ) o SEE SIGNAL PLANS FOR LOCATIONS) 5" OD PLATE (0.2" THICK) J � - - -- - - -- - -- 8 DECORATIVE ROADWAY LUMINAIRE. SEE DECORATIVE ROADWAY/ PEDESTRIAN LUMINAIRES AND POLE 2' -0" (PLANT SUPPORT ARM LENGTH) - I l a 2 OD PIPE WELDED 'A TO LUMINAIRE ARM J " DETAIL FOR DETAILS. 4 R Q FOR STREET LIGHT w a 5" CIS w EYEBOLT TO SUPPORT Z DECORATIVE ROADWAY l L� REFER TO CITY OF FLOWER BASKET z LUMINAIRE SHROUD DETAIL RENTON STD PLAN GLASS LENS. SEE SPECIAL J009 PROVISIONS. Lvi _ SEE PLANT BASKET 10" BASE DIAMETER, ° z o' m 40' —O" LONG SUPPORT DETAIL 7" BASE DIAMETER, 18' -0" 2.5" OD PLATE (0.2" THICK) LONG (CONTINUOUS), w HOLE ROUND TAPERED u (0.14 " /FT) ALUMINUM POLE (0.14 " /FT) ALUMINUM •ff�I 1SI:7�:� mw PLANT BASKET SUPPORT DETAIL LUMINAIRE AND PLANT SUPPORT BRACKET DETAILS luellua REVISION DESCRIPTION MEW PAINT SPECIFICATIONS: ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. FINISH COLOR: RAL 9005 "JET BLACK" (SEE SPECIAL PROVISIONS SECTION 6 -07) DECORATIVE LUMINAIRE POLE NOTES * ROUND TUBULAR SECTION (NO TAPER) ** ROUND TAPERED POLE SECTION (0.14 " /FT) * ** NOMINAL LUMINAIRE HEIGHT (LUMINAIRE HEIGHT + SHROUD) SECURE TOP BANNER BRACKET WITH THROUGH BOLTS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS SECURE BOTTOM BANNER BRACKET WITH ADJUSTABLE STAINLESS STEEL BANDS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS ° o � w 8 w a CLAMP -ON LUMINAIRE BRACKET. SEE -1 \\ LUMINAIRE ARM DETAILS THIS SHEET. 1 \ 11 1 DECORATIVE PEDESTRIAN 1' LUMINAIRE, 60W, 30 LED, 4,000K CCT, 240V. WITH FLAT GLASS LENS. SEE SPECIAL I PROVISIONS. 4' -0" SEE PEDESTRIAN LUMINAIRE ARM COORDINATION DETAIL, THIS SHEET a III Z F zI �I of "t I CLAMP -ON LUMINAIRE BRACKET. SEE LUMINAIRE ARM DETAILS THIS ROUND POLE CAP I SHEET. SEE DECORATIVE ROADWAY LUMINAIRE 6' -0" OR 12' -0" i SHROUD DETAIL, THIS SHEET LUMINAIRE ARM DECORATIVE ROADWAY LUMINAIRE, 1 WATTAGE PER LUMINAIRE SCHEDULE 1 OR A DETERMINED EQUIVALENT WHICH MEETS SPECIFICATIONS, 4,000K CCT, 240V WITH FLAT GLASS LENS. SEE N� SPECIAL PROVISIONS. - 27" J (2) BANNER BRACKETS WITH ORIENTATION LOCATION: ORIENTATION LOCATION: PRESSURE RELEASE (DECORATIVE ROADWAY /PEDESTRIAN (DECORATIVE PEDESTRIAN LUMINAIRE SPRINGS WITH PROTECTIVE LUMINAIRE POLE) POLE) RUBBER COATING. 90' • DECORATIVE ROADWAY LUMINAIRES 90• • DECORATIVE PEDESTRIAN ARE MOUNTED AT 0' LUMINAIRES ARE MOUNTED AT 180' _ 40 0' LEVEL 180'I • DECORATIVE PEDESTRIAN • HANDHOLES ARE MOUNTED AT 180' 0 LUMINAIRES ARE MOUNTED AT 180' 180 0 ''. • PLANT SUPPORT BRACKETS ARE o • HANDHOLES ARE MOUNTED AT 180' wo MOUNTED AT 0' 270' z • BANNER SUPPORT BRACKETS ARE 270' z �o I 00 18 "_ Lo N W X18 "r; Q FOR STREET LIGHT z a STANDARD DECAL CIS w NUMBERING DETAIL, DECORATIVE PEDESTRIAN C:) 0- REFER TO CITY OF LUMINAIRE, 60W, 30 LED, z CL RENTON STD PLAN GLASS LENS. SEE SPECIAL J009 PROVISIONS. Lvi z 10" BASE DIAMETER, ° z o' m 40' —O" LONG z 7" BASE DIAMETER, 18' -0" (CONTINUOUS), SMOOTH LONG (CONTINUOUS), w wa o ROUND TAPERED (0.14 " /FT) ALUMINUM POLE (0.14 " /FT) ALUMINUM o I POLE REINFORCED HANDOLE A WITH COVER o REINFORCED HANDOLE WITH COVER o m INSTALL ANCHOR o BOLT COVERS (PROVIDED BY POLE oI MANUFACTURER) INSTALL GROUT FOR FOUNDATION DETAILS, SEE SHEET 240. USE -----,-i . - 4 -BOLT ANCHOR BOLT PATTERN PER BASE V PLATE DETAIL, THIS SHEET - BANNER TO BE F o MOUNTED AT 0' F c) PROVIDED AND w F v INSTALLED BY o f2 M OTHERS ° 0' LEVEL w; c� z F C 0 0 CLAMP -ON LUMINAIRE BRACKET. SEE ROUND LUMINAIRE ARM DETAILS THIS SHEET. I POLE CAP SEE PEDESTRIAN LUMINAIRE ARM COORDINATION DETAIL, THIS SHEET 1 M ' Cl10 B (4) SLOTS ACCEPTING c'16 x GALVANIZED STEEL AN ANCHOR BOLTS BASE PLATE DETAIL (DECORATIVE ROADWAY /PEDESTRIAN LUMINAIRE POLE) -0" 11RE ARM w w a. I-- 0 N .1 io w w CL H CD CLAMP —ON PLANT SUPPORT BRACKET. SEE LUMINAIRE ARM DETAILS THIS SHEET. FLOWER BASKET TO PROVIDED AND INSTALLED BY OTHERS (4) SLOTS ACCEPTING INSTALL ANCHOR 1 "x36 "x4" GALVANIZED BOLT COVERS STEEL ANCHOR BOLTS (PROVIDED BY POLE MANUFACTURER) SIDEWALK/ _ L SIDEWALK INSTALL GROUT PLANTER STRIP / Cdr^ PLANTER STRIP l� BASE PLATE DETAIL (DECORATIVE PEDESTRIAN FOR FOUNDATION DETAILS, SEE _- ROADWAY LUMINAIRE POLE) SHEET 240. USE 4 -BOLT ANCHOR 3430179 BOLT PATTERN PER BASE PLATE � DETAIL, THIS SHEET DECORATIVE ROADWAY / PEDESTRIAN LUMINAIRES AND POLE 11 -t4 -tt SURVEYED: _KPG _ ' DRAWN BY JM Kph " CITY OF RENTON c' ru DESIGN BY' JF FEHR Oz PEERS 7539th Ave N 2502 Jefferson Ave Pubic Works Deportment CHECK BY: __- ___JF_- _ -_ - -- TRANSPORTATION CONSULTANTS Sea* WA 98169 TRCOfne, WA 96402 MI 4;1 n.eze. •vc.".0 -o.m m...a APPRO D FOR CONSTRUCTION PROJMGR: TN s1c <¢6 :��: o°o° a (20 61 26 616 4 0 (253)627 -0720 Seai�o. WA 9BW FILE: 0655DILL01.dwg 516 Ono „.. '''1'' BY: DATE: /A /� DECORATIVE PEDESTRIAN LUMINAIRE AND POLE BID DOCUMENTS RAINIER AVENUE S (SR 167) DRAWING NO. 239 S GRADY WAY TO S 2ND ST PROJECT NO. 7EQ403430 FEDAIDNO. CM0167(048) ILLUMINATION DETAILS DATE: NOV 2011 SHEET NO. 239 OF 3G4 z n a < Hj•� O a I� a o w -r a .p � w o O N Lo N W X18 "r; Q CIS �I DECORATIVE PEDESTRIAN LUMINAIRE, 60W, 30 LED, 4,000K CCT, 240V, WITH FLAT GLASS LENS. SEE SPECIAL PROVISIONS. x c� x z 7" BASE DIAMETER, 18' -0" z LONG (CONTINUOUS), c) SMOOTH ROUND TAPERED (0.14 " /FT) ALUMINUM POLE o I REINFORCED HANDOLE A WITH COVER I w w a. I-- 0 N .1 io w w CL H CD CLAMP —ON PLANT SUPPORT BRACKET. SEE LUMINAIRE ARM DETAILS THIS SHEET. FLOWER BASKET TO PROVIDED AND INSTALLED BY OTHERS (4) SLOTS ACCEPTING INSTALL ANCHOR 1 "x36 "x4" GALVANIZED BOLT COVERS STEEL ANCHOR BOLTS (PROVIDED BY POLE MANUFACTURER) SIDEWALK/ _ L SIDEWALK INSTALL GROUT PLANTER STRIP / Cdr^ PLANTER STRIP l� BASE PLATE DETAIL (DECORATIVE PEDESTRIAN FOR FOUNDATION DETAILS, SEE _- ROADWAY LUMINAIRE POLE) SHEET 240. USE 4 -BOLT ANCHOR 3430179 BOLT PATTERN PER BASE PLATE � DETAIL, THIS SHEET DECORATIVE ROADWAY / PEDESTRIAN LUMINAIRES AND POLE 11 -t4 -tt SURVEYED: _KPG _ ' DRAWN BY JM Kph " CITY OF RENTON c' ru DESIGN BY' JF FEHR Oz PEERS 7539th Ave N 2502 Jefferson Ave Pubic Works Deportment CHECK BY: __- ___JF_- _ -_ - -- TRANSPORTATION CONSULTANTS Sea* WA 98169 TRCOfne, WA 96402 MI 4;1 n.eze. •vc.".0 -o.m m...a APPRO D FOR CONSTRUCTION PROJMGR: TN s1c <¢6 :��: o°o° a (20 61 26 616 4 0 (253)627 -0720 Seai�o. WA 9BW FILE: 0655DILL01.dwg 516 Ono „.. '''1'' BY: DATE: /A /� DECORATIVE PEDESTRIAN LUMINAIRE AND POLE BID DOCUMENTS RAINIER AVENUE S (SR 167) DRAWING NO. 239 S GRADY WAY TO S 2ND ST PROJECT NO. 7EQ403430 FEDAIDNO. CM0167(048) ILLUMINATION DETAILS DATE: NOV 2011 SHEET NO. 239 OF 3G4 z n a < Hj•� O a I� a o w -r a .p � w o O N LL7 L6 N 0 3 0 z 0 Z w i v w O 7. 1- w w (n L0 N M a (n w z x F- H Q 55 182305 -9090 56 182305 -9074 0 182305 -9082 GV 41' 17" E CONST. CL F RAINIER AVE S z w d c� z + r— u7 z II N01'26' 41 "W 1078,53' (TO MIC - SEE SHEET 13) 182305 -9171 I 182305 -9112 I 182305 -9125 182305 -9067 I ' � 1I i Fr.FNn EXISTING PROPERTY LINE — — — — EXISTING RIGHT OF WAY LINE — — — — NEW RIGHT OF WAY LINE --- - - - - -- PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE 50' EXISTING RIGHT OF WAY WIDTH PLAN SCALE: 1 = 20 0 5 10 20 40 60 SCALE IN FEET 57 +00 C91C91 CNGENT AT PC) � 9 MONUMENT IN CASE CURVE TABLE CURVE DELTA RADIUS LENGTH C90 0'54'51" 5687.11' 90.73' C91 5'49'28" 5303.01' 539.09' C92 10'48'10" 5729.11' 1080.19' T- 343018 1 n�.ww i niw�� �r nvn MV PARCELS 1[mr wrval [omi R[niv v[u J —L4 —I v.-..•••... cl 11 -14 -11 SURVEYED: KPG P.• °e wASy ''� ��� RAINIER AVENUES (SR 167) DRAWING NO. 2 REMOVED ROW AND ESM S FROM PARCELS 55 56 AND 57. 8 -19-11 �• w N�. Q �' CITY OF RENTON O.',�T ro•Cf' DRAWN BY: KW S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 • DESIGN BY: RR 753981 AYenUeN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) 'P ••. ,'.° CHECK BY: RR Sealtle, WA 98109 Tacoma, WA 98402 �T'• 38015 0 RIGHT OF WAY PLANS d•,.A �9,, APPROVED FOR CONSTRUCTION ssro POrsTER. SJ`:' PROJ MGR: JF (206)286.1640 (253) 627 -0720 � � �> DATE: NOV 2011 LA1�� WNN..Wm BY: DATE: ( /! -_ STA rJ.3t2rJ TO STA SftOO SHEET NO. 18 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DROW01.dwg /; l a z �y �O J � 1 n � K w a .p, K , ` N O 0 0 a 0 51 z 0 z w U w 0 O i NOTE 01 2" CONDUIT UNLESS STATED OTHERWISE ON PLANS a J§" DIA IDLE, TYP STEEL PLATE BOLT CIRCLE (DIA SIZE TO LUMINAIRE BASE ANCHOR BOLT PLATE DIMENSION) TEMPLATE ANCHOR 1" DIA, 1' -6" MIN BELOW GROUND, 2' -0" MIN UNDER PAVEMENT 36" U EXTEND THE CONDUIT 6" MIN BEYOND THE FOUNDATION OR THE CONTROLLED DENSITY TOP OF BACKFILL FOUNDATION #4 HOOP, TYP ANCHOR BOLT, 4 TOTAL 1" DIA, TYP #7, TYP ANCHOR BOLT TEMPLATE, TYP 2 1/2" CUR 1" HEX NUTS, STEEL, Of 4 REQ'D PER ANCHOR BOLT FLAT WASHERS, 4 REQ'D PER ANCHOR BOLT N ANCHOR BOLT ASSEMBLY EDGE OF SHOULDER LUMINAIRE POLE UNDISTURBED SOIL TYP z LIGHT STANDARD �'tl FOUNDATION 3' -0" DIA (CASE A SHOWN) DRAWING SOURCE WSDOT STANDARD PLAN J- 28.30 -01 WITH MODIFICATIONS TOP VIEW FIXED BASE EIGHT #7 BARS, EVENLY SPACED CENTER THE CONDUIT IN THE FOUNDATION 1' -3" DIA BOLT CIRCLE, TYP HOOP, TYP _" CHAMFER, TYP z SECTION VIEW FIXED BASE 7 0 o F a 0 z 0 NOTES 1. SEE WSDOT STANDARD PLAN J -28.40 FOR LUMINAIRE POLE BASE MOUNTING DETAILS, EXCEPT USE 4 -BOLT PATTERN. 2. THE STRAP TEMPLATES SHALL BE HELD IN PLACE BY NUTS, 6" FROM THE TOP OF THE FOUNDATION AND 3" FROM THE BOTTOM OF THE ANCHOR BOLTS. 18 HEAVY DUTY HEX NUTS AND 6 PLATE WASHERS ARE REQUIRED FOR A FIXED BASE ASSEMBLY. 3. THIS DESIGN IS NOT VALID FOR SLOPES STEEPER THAN 2H:1V. SLOPES STEEPER THAN THIS SHALL REQUIRE A SPECIAL DESIGN. 4. THE LUMINAIRE POLE HEIGHT SHALL NOT EXCEED 50' (H1). 5. FOUNDATIONS CONSTRUCTED WITHIN ECOLOGY EMBANKMENTS SHALL BE INCREASED IN DEPTH BY THE DEPTH OF THE ECOLOGY EMBANKMENT. 6. EXPOSED PORTIONS OF THE FOUNDATION SHALL BE FORMED TO CREATE A CLASS 2 SURFACE FINISH. ALL FORMING SHALL BE REMOVED UPON COMPLETION FOUNDATION CONSTRUCTION. 7. FOR CASING OPTIONS, SEE METHOD 1 AND METHOD 2 BELOW. CONTRACTOR SHALL ASSUME THE SPECIAL CONSTRUCTION METHODS SHOWN BELOW FOR THE FOUNDATIONS WILL BE REQUIRED FOR ALL ROADWAY LUMINAIRE AND SIGNAL POLE FOUNDATIONS. 8. THE ANCHOR BOLTS SHALL BE HIGH STRENGTH STEEL, MANUFACTURED FROM ASTM A449, WITH HEAVY HEX NUTS AND HARDENED WASHERS. GALVANIZE THE ANCHOR BOLTS ACCORDING TO AASHTO M232. 9. THE FOUNDATION SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTION 8- 20.3(4). .UMINAIRE POLE FOUNDATION DESIGN DETAIL POLE BASE SLOPE ROUNDING EMBANKMENT WIDENING SLOPE 2H:1V, MAX OR FLATTER UNDISTURBED SOIL CONSTRUCTION NOTES 1. THESE FOUNDATION CONSTRUCTION METHODS ARE APPLICABLE TO ALL STEEL LIGHT AND SIGNAL STANDARD PLACEMENT CASES. 2. CONSTRUCTION METHODS FOR POLE FOUNDATIONS TYPICALLY INVOLVE DRILLING A VERTICAL SHAFT WITH A SINGLE - FLIGHT AUGER DRILL RIG, PLACING A REINFORCING STEEL CAGE INTO THE DRILLED HOLE, AND FILLING THE HOLE WITH CONCRETE. 3.TWO METHODS OF CASING REMOVAL ARE OUTLINED BELOW. a. METHOD 1: THE CASING SHOULD BE PULLED OUT AS CONCRETE IS PLACED IN THE HOLE, WHILE A SUFFICIENT HEAD OF CONCRETE IS MAINTAINED INSIDE THE CASING TO PREVENT CAVING AND SLOUGHING OF THE HOLE. b.METHOD 2: THE CASING SHOULD BE PULLED IMMEDIATELY AFTER THE PLACEMENT OF THE CONCRETE, AND THE HOLE IS TOPPED OFF WITH CONCRETE AFTER THE CASING HAS BEEN REMOVED. LUMINAIRE POLE FOUNDATION SPECIAL CONSTRUCTION METHODS DETAIL NTS 0 z K x m o a zQ CL � o � a CL z C) C) x H � w d J � a n FINISHED GROUND LINE CONCRETE CLASS 4000P #5 BAR, TYP EVENLY SPACED RE- INFORCEMENT DETAILS 8 #5 BARS PEDESTRIAN (14 w o � z w o w o z C) 0 Y4" CHAMFER, TYP � Z N I � CV 2" ELECTRICAL CONDUIT 1 1/2" 1 Sy" DIA HOLE, TYP ANCHOR BOLT DETAILS /0 I \ I \ I ANCHOR BOLT TEMPLATE LUMINAIRE POLE FOUNDATION DESIGN DETAIL 'co I ANCHOR BOLT TEMPLATE, TYP 1" HEX NUTS, STEEL, 4 REQ'D PER ANCHOR BOLT FLAT WASHERS, 4 REQ'D PER ANCHOR BOLT Y" STEEL PLATE BOLT CIRCLE (TO BE PROVIDED BY MANUFACTURER) T- 3430180 DETAILS BASED ON GEOTECHNICAL REPORT PROVIDED BY JACOBS ASSOCIATES, DATED OCTOBER 2011, FOUND IN THE APPENDICES OF THESE CONTRACT DOCUMENTS 11 -14 -11 SURVEYED: KPG �ctGyAr CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 240 SP c w sy 'F DRAWN BY: AMK S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: AMK BID Public Works Department 753 stl Avenue 2502 Jefferson Avenue FED AID NO. - CM0167(048) CHECK BV: JC Sea0e, WA 98109 Tacoma, WA 96402 DOCUMENTS ILLUMINATION FOUNDATION DETAILS 'AO�, Rf39,�E4 �QZ (2061266 -1640 253 621 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �'vo ��� PROJ MGR: JF wwa.kpg.min ( I NUMBER REVISION DESCRIPTION BY APP. DATE �� FILE: O655DILL02.dwg BY: DATE' /6 �� SHEET NO. 240 OF 304 z �y Mh �O a Z �> o -c 1 w j .p o w O N z U a zz N a 0 0 x a z I SECTION VIEW FIXED BASE 7 0 o F a 0 z 0 NOTES 1. SEE WSDOT STANDARD PLAN J -28.40 FOR LUMINAIRE POLE BASE MOUNTING DETAILS, EXCEPT USE 4 -BOLT PATTERN. 2. THE STRAP TEMPLATES SHALL BE HELD IN PLACE BY NUTS, 6" FROM THE TOP OF THE FOUNDATION AND 3" FROM THE BOTTOM OF THE ANCHOR BOLTS. 18 HEAVY DUTY HEX NUTS AND 6 PLATE WASHERS ARE REQUIRED FOR A FIXED BASE ASSEMBLY. 3. THIS DESIGN IS NOT VALID FOR SLOPES STEEPER THAN 2H:1V. SLOPES STEEPER THAN THIS SHALL REQUIRE A SPECIAL DESIGN. 4. THE LUMINAIRE POLE HEIGHT SHALL NOT EXCEED 50' (H1). 5. FOUNDATIONS CONSTRUCTED WITHIN ECOLOGY EMBANKMENTS SHALL BE INCREASED IN DEPTH BY THE DEPTH OF THE ECOLOGY EMBANKMENT. 6. EXPOSED PORTIONS OF THE FOUNDATION SHALL BE FORMED TO CREATE A CLASS 2 SURFACE FINISH. ALL FORMING SHALL BE REMOVED UPON COMPLETION FOUNDATION CONSTRUCTION. 7. FOR CASING OPTIONS, SEE METHOD 1 AND METHOD 2 BELOW. CONTRACTOR SHALL ASSUME THE SPECIAL CONSTRUCTION METHODS SHOWN BELOW FOR THE FOUNDATIONS WILL BE REQUIRED FOR ALL ROADWAY LUMINAIRE AND SIGNAL POLE FOUNDATIONS. 8. THE ANCHOR BOLTS SHALL BE HIGH STRENGTH STEEL, MANUFACTURED FROM ASTM A449, WITH HEAVY HEX NUTS AND HARDENED WASHERS. GALVANIZE THE ANCHOR BOLTS ACCORDING TO AASHTO M232. 9. THE FOUNDATION SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTION 8- 20.3(4). .UMINAIRE POLE FOUNDATION DESIGN DETAIL POLE BASE SLOPE ROUNDING EMBANKMENT WIDENING SLOPE 2H:1V, MAX OR FLATTER UNDISTURBED SOIL CONSTRUCTION NOTES 1. THESE FOUNDATION CONSTRUCTION METHODS ARE APPLICABLE TO ALL STEEL LIGHT AND SIGNAL STANDARD PLACEMENT CASES. 2. CONSTRUCTION METHODS FOR POLE FOUNDATIONS TYPICALLY INVOLVE DRILLING A VERTICAL SHAFT WITH A SINGLE - FLIGHT AUGER DRILL RIG, PLACING A REINFORCING STEEL CAGE INTO THE DRILLED HOLE, AND FILLING THE HOLE WITH CONCRETE. 3.TWO METHODS OF CASING REMOVAL ARE OUTLINED BELOW. a. METHOD 1: THE CASING SHOULD BE PULLED OUT AS CONCRETE IS PLACED IN THE HOLE, WHILE A SUFFICIENT HEAD OF CONCRETE IS MAINTAINED INSIDE THE CASING TO PREVENT CAVING AND SLOUGHING OF THE HOLE. b.METHOD 2: THE CASING SHOULD BE PULLED IMMEDIATELY AFTER THE PLACEMENT OF THE CONCRETE, AND THE HOLE IS TOPPED OFF WITH CONCRETE AFTER THE CASING HAS BEEN REMOVED. LUMINAIRE POLE FOUNDATION SPECIAL CONSTRUCTION METHODS DETAIL NTS 0 z K x m o a zQ CL � o � a CL z C) C) x H � w d J � a n FINISHED GROUND LINE CONCRETE CLASS 4000P #5 BAR, TYP EVENLY SPACED RE- INFORCEMENT DETAILS 8 #5 BARS PEDESTRIAN (14 w o � z w o w o z C) 0 Y4" CHAMFER, TYP � Z N I � CV 2" ELECTRICAL CONDUIT 1 1/2" 1 Sy" DIA HOLE, TYP ANCHOR BOLT DETAILS /0 I \ I \ I ANCHOR BOLT TEMPLATE LUMINAIRE POLE FOUNDATION DESIGN DETAIL 'co I ANCHOR BOLT TEMPLATE, TYP 1" HEX NUTS, STEEL, 4 REQ'D PER ANCHOR BOLT FLAT WASHERS, 4 REQ'D PER ANCHOR BOLT Y" STEEL PLATE BOLT CIRCLE (TO BE PROVIDED BY MANUFACTURER) T- 3430180 DETAILS BASED ON GEOTECHNICAL REPORT PROVIDED BY JACOBS ASSOCIATES, DATED OCTOBER 2011, FOUND IN THE APPENDICES OF THESE CONTRACT DOCUMENTS 11 -14 -11 SURVEYED: KPG �ctGyAr CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 240 SP c w sy 'F DRAWN BY: AMK S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: AMK BID Public Works Department 753 stl Avenue 2502 Jefferson Avenue FED AID NO. - CM0167(048) CHECK BV: JC Sea0e, WA 98109 Tacoma, WA 96402 DOCUMENTS ILLUMINATION FOUNDATION DETAILS 'AO�, Rf39,�E4 �QZ (2061266 -1640 253 621 -0720 APP FOR CONSTRUCTION DATE: NOV 2011 �'vo ��� PROJ MGR: JF wwa.kpg.min ( I NUMBER REVISION DESCRIPTION BY APP. DATE �� FILE: O655DILL02.dwg BY: DATE' /6 �� SHEET NO. 240 OF 304 z �y Mh �O a Z �> o -c 1 w j .p o w O N LEGEND EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION SIGNAL POLE 15 ® ELECTRICAL SERVICE CABINET • SIGNAL POLE TYPE I OR PS J G=I TRAFFIC CONTROLLER CABINET 00 DECORATIVE ROADWAY LUMINAIRE INTERCONNECT CABINET LUMINAIRE ON IRRIGATION CONTROLLER CABINET VEHICLE SIGNAL HEAD ® RRIDE COMMUNICATION CABINET VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) ® 25 -TA VAULT - TENON (FUTURE HEAD LOCATION) — - - —CONDUIT Q WIRE NOTE T= �.► PEDESTRIAN SIGNAL HEAD O CONSTRUCTION NOTE - ,- -� EVPE -, N MAST ARM /POLE MOUNTED SIGN Q POLE CONSTRUCTION NOTE O VEHICLE DETECTION LOOP O SIGN NOTE 0 VEHICLE DETECTION ZONE (SHOWN FOR REFERENCE ONLY) EVPE SCHEDULE VEHICLE DETECTION CAMERA a PTZ CAMERA P - 8 0 DI JUNCTION BOX TYPE 1, 2, 8 __w RRIDE TSP ANTENNA (FUTURE) C ASPHALT CURB SR 167 MATCH LINE STA 148 +20 SHEET 242 1 I - L44 L43 C" 16 I �\ 21\� 1 Y 20 11 o � VL45 1 J 13 TYP 26 421 VL41 31 I z 32 I R� 0 VL71 - 6 • 31 --`� � ice'.•' .}; � � '. 643 - -� SIGNAL HEAD ASSIGNMENTS r 3 PHASE SEQUENCE DIAGRAM .12" 12" 01 02 03 04 1 �= N 11 CK G 12 12X17 " EG ° z z 1. ` 05 06 07 08 I VEHICLE HEADS: #21, 22, VEHICLE HEADS: PEDESTRIAN HEADS: —► VEHICLE MOVEMENT t4 \ 23, 41, 42, 43, 61, 62, #11, 12, 31, 32, 33, 51, #26, 27, 66, 67, rte► PEDESTRIAN MOVEMENT \ 63, 64, 81 & 82 52, 71 & 72 86 & 87 0 \ NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "L ", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES "H ", "K ", "F ", OR "D" (PER PLANS) AND POST TOP MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "F" OR "D" (PER PLANS). ALL \ SIGNAL HEAD HOUSINGS AND BACKPLATFS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 82 1, 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND 4 SHALL USE TYPE "A ", "B ", "C ", OR "D" MOUNTINGS (PER PLANS). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW \ COLOR PER SPECIAL PROVISIONS. y y - K,rr - RAINIER AVE S- 6 77 T - - ,L 8 VD, 7 VL67CG 63 - - -- - 1 4 11 T� I_ �; - - - -- - � — I r% ig -� .... ........ I /� T� i ._ — – – - CC 17 IQ © 19 L66 5 TYP 95' t 17 - 62 13 15, t y TO STOP BAR VC C' TYP 14 \ - 1 li 14 L65 TO STOP BAR 14 lYP g 61 14 TYP 1 ExrR PK22t 8 9 10 TYP 15 \ �+ VL61 1 L64 �' - ( 12' 13 N t• "VC,11 51 w 5 L52 4 1 A EV[ E A EVPE C L12 N 1 T I � EXTR C"t L23 VL2i. 7 91 215' t + VL22 13 TYP �I P TO STOP BAR M L24 I ' � _ 17 4 4 \ 17 6 14 N L25 / 19 \ 5 4 L>_I 1 9 VL26 �� 19 0 I \ 19 0 1 2 p 29 29 0� 19 19 0 29 i g� 1 D 6 - - 1 _ _ I -- EVPE �- 1�I-tt 1 D °�T _ ��- / 12 a -- t u-re TR -_. ._ EXT v g _. — — — — BORIEIJ- 29 21 2 21 O 41 VB t _ 5 ' / / I 43 ! ) } 1 19 4 � :' SEE SHEET 242 FOR 42 TSP - — —� ^— — — — — — - ENLARGED DETAIL - - - - - -R W — / 1 1� CC xTR / 14 p 1 1 GENERAL NOTES Y� \ Tm 3 ; T- 3430181 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TYP 13 l VL82 / -�� TO SPECIAL PROVISIONS AND THESE PLANS. \ VL31 ,VL3 VL81 / / 18 SIGN SCHEDULE 2 ATTENTION LOCATION SIGNS SHALL COMPLY NTH OR RESOLUTION. 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. OF 3. UTILITY LOCATION DIAL -A -DIG PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE t I 0 S Grady Grady 4 Ave S . CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND - ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. R • • 5. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR fi7y\ i 1 / - - _ --- - - DAVE WHITMARSH AT (425) 430 - 7423. 0 0 G) 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 1� D3 -2 D3 -2 D3 -2 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN F \ YQ = / (96" x 30 ") (96" x 30 ") (72" x 18 ") THE FIELD. 8. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING \ ` 7, Tc b NOTE: LIDS PER CDR STD PLAN #127. 1 C 1' 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, 6 9. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 242. 4 REFLECTORIZED WHITE ON GREEN BACKGROUND. 10, FOR WIRING DIAGRAM SEE SHEETS 243 AND 244. S 242 OK 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS 11. FOR SIGNAL POLE DETAILS SEE POLE SPECIFICATIONS SHEET 261. \ ZCN l� S OO AND SHALL BE APPROVED BY THE ENGINEER. N VINE SIP' 151+ 12. FOR SIGNAL POLE LOCATIONS SEE POLE SPECIFICATIONS SCHEDULE SHEET 262. � 5 6 Q7 -- EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF MA R3 -4 R3 -6 (MODIFIED) 0 5 10 20 40 60 BID CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. (36" x 36 ") (30" x 36 ") SCALE IN FEET DOCUMENTS 11 -14 -1� SURVEYED KPG n^ o�� o w "Fgsy� DRAWNBY JM- __ Kp� CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 241 �'. DESIGN BY JF Pub is Wor<s Deperlmeni S GRADY WAY TO S 2ND ST PROJECT NO. ZE1k03430 ne n F E H R Sz_ PEERS 7539th Ave N 2502 Jefferson Ave FED AID NO. CM01- 67(048) CHECK BY' JF - -.. TRANSPORTATION CONSULTANTS Sea*WA98to9 Tacoma. WA 98402 SIGNALIZATION PLAN u APPROV D FOR CONSTRUCTION DATE: NOV 2011 a c 1 �.� mete. (206) 28E1640 (253) 627 -0720 a F PROJMGR. TN Syi,enp0 a RAINIER AVE S & S GRADY WAY 10 AI ENS\ (o i 576 ez o g° „°mu - BY: DATE: /6�2 SHEET NO. 241 OF 3.04 REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg z �ya h Oa I .p. ;0 ~ � w o O N Z ri y 0 '_JL45 rr L46 2t � MATCH LINE STA 148 +20 SHEET 241 711KC 0lil'7CUV11-C°J�y�F, ET 241 PZCN \NE SIN 151 +� 0 SHE— 1 ^ >7i M 7 ` — Zt a�G 16 _- L83 L84 N TYP U) d. � 1 EKtR IV Ci 6 4_ - - -. - - 4 5 r� i 8 4! 32 4 I 4 1 7 13 3 � 1 I 3 j 10 2 1 I- in z 1- 1 -- - -- - 16 42- - . 2 - 1 - -- - 3 -2 - 1 - 2 2 1 2 8 4! 32 4 I 4 1 7 13 3 � 1 I 3 j 10 2 1 I- in z 1- 1 -- - -- - 16 42- - . 3 14 1 2" — - - - SPARE 15 EX 2 4' 7 3 3 16 3" 7 8 2 6 2 17 3._4 1 1-4- 1 3" -- T 2 18 3. — - 2 2 I 4 19 EX 2_ - - - - I - 20 , 3° ° 2 - —; 4 1 2 : - -6 - - - T a 21 _ I 2° �� 2� - -- -- — 0 12 _ _ 4 1 - - v 22 � . - -- - - -- - - - -- - 6 I 23 N 1 1 2 2 6 24 3" 2 - - - - 1 2 - T 2° 3 2 25 3' - I 2 2 _ -- - - -- - - - - - 3 26 ° 2 1 2 ° 2 °� - 2 - v 27 3" 11 2 2 — 0 28 �I2° 2 1 2 - - 0 29 2. -� 1 F - i - - - 3 I —? 2 -- - - . 30 - 2 U- - - - — - — 31 �3� 2 1 1 2° - 32 1 34 2 -3" 2 SPARE o RRIDE TSP ANTENNA AND CAT 5e CABLE TO BE INSTALLED IN ITHE FUTURE BY KING COUNTY METRO. i o NOTES. 1. UNLESS 07HERWISE SPECIFIED, ALL PROPOSED SIGNAL AND FIBER OPTIC CONDUIT SHALL BE RIGID PVC SCH 80. a' 2 ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2° CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WRE. GROUND WRE SIZE N SHALL MATCH THE LARGEST CONDUCTOR (MIN #13 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE LABELED 'CITY OF RENTON° AND SHALL CONTAIN BULL -LINE TAPE. a N U 1 o a m Z NUMBERI REVISION DESCRIPTION BY APP. DATE Me EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 0 5 10 20 40 60 SCALE IN FEET i' A A \ i 9 e 25- TA — 3 ITS If 11 12 SERVICE "St" ENLARGED SIGNAL DETAIL SCALE: 1" = 5' -0" � I - N w v7 N O In I w z J I H Q .T•3430182 RAINIER AVE g RI ADVANCED 10 EVPE Cl (GRADY INTERSECTION) EXIR � OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY 14 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WRING FROM STU80UT 10 CUNIKULLLK. PRE- FMPTION DETECTOR (PER CDR STD DWG J032), ONE REGULATORY SIGN, ONE VEHICLE DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. EXISTING LUMINAIRENARM. ROADWAY I STALL DECORATIVE CABINET ON THE (SEE R POLE LUMINAIRE SCHEDULE, AND DETAILS SEENPOLE SPECIFICATIONS ESHEETS 261, SHEET SPECIAL T5 REPLACED YLOTHERSGCOORDINATEDW WORK WITH(REDTLIGHT RUNNING CAMERA SYSIEMTIREPRESENTATIVEBE REMOVED AND PROVISIONS. 16 EXISTING VEHICLE DETECTION LOOPS TO REMAIN. RESPUCE EXISTING LOOP WIRES TO NEW DETECTOR LOOP CABLES. OCONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE WITH MAST ARM. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE REGULATORY SIGN, AND ONE STREET O FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL NAME SIGN ON THE MAST ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 17 POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED AND SPECIAL PROVISIONS. GRADE AND BACKFlLL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE 3 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. O PRE- EMPTION DETECTOR (PER CDR STD DWG J032), ONE REGULATORY SIGN, ONE VEHICLE DETECTION CAMERA, ONE TSP ANTENNA (TO BE FURNISHED AND FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIDE MOUNTED INSTALLED BY OTHERS), AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION 18 ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL PROVISIONS). SHEET 228) ON THE LUMINAIRE ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, REMOVE FOUNDATION AND COMPACT AND BACKFlLL VOID PER SPECIAL PROVISIONS. 262 AND SPECIAL PROVISIONS. REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACK VOID PER SPECIE PROVISIONS. REMOVE EXISTING UNUSED INSTALL O BUTT N ASSEMBLYI(PER DETAIL,ISHEET 264 AND SPECIAL PROVISIONS) lON THE POLE. VEHICLE SEE POLEDSPECIFICATIONSLSHEETS 2611, ONE 62 AND t9 WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPECIAL PROVISIONS. 0 SEE ILLUMINATION SHEETS FOR LUMINAIRE POLE CONSTRUCTION NOTES. OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, AND ONE VEHICLE 21 EXISTING JUNCTION BOX TO REMAIN. FOR WIRING /CONDUIT MODIFICATIONS SEE WIRE SCHEDULE THIS SHEET. DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 228) ON THE LUMINAIRE ARM. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. © EXISTING POLE SUPPORTING RED LIGHT RUNNING DETECTION CAMERAS, CABINET AND ALL ASSOCIATED EQUIPMENT TO REMAIN. COORDINATE WORK WITH RED LIGHT RUNNING CAMERA SYSTEM REPRESENTATIVE. ©INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL ONE VEHICLE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO PUSH BUTTON MODIFICATIONS TO EXISTING RED LIGHT RUNNING CAMERA SYSTEM TO BE COMPLETED BY OTHERS. ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. ©3 EXISTING SERVICE CABINET TO REMAIN. MODIFY ASSOCIATED HIRING PER WIRE SCHEDULE THIS SHEET. Q7 INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL TWO VEHICLE SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEADS AND ONE PUSH BUTTON ® INSTALL FOUNDATION AND ANCHOR BOLTS FOR FUTURE 20' ATS POLE AT APPROXIMATELY LOCATION 11 +55, 51.5 LT. SEE ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SHEET 264 FOR ATS POLE FOUNDATION DETAILS. COORDINATE FOUNDATION INSTALLATION VATH ATS REPRESENTATIVE. SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. POLE TO BE INSTALLED BY OTHERS. ® INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL ONE VEHICLE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON Q INSTALL NEW VEHICLE DETECTION LOOP AS PER COR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE PR CAMERA, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE VEHICLE DETECTION CAMERA ON THE LUMINAIRE ARM. SEE SPECIAL PROVISIONS. © REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX PER PLANS. MAINTAIN CONNECTIONS TO EXISTING CONDUIT AND WIRING IN BOX. COMPLETE NEW WIRING INSTALLATION PER WIRE SCHEDULE THIS SHEET. Og EXISTING RED LIGHT RUNNING DETECTION CAMERAS, CABINET AND ALL ASSOCIATED EQUIPMENT TO BE RELOCATED TO NEW POLE BY OTHERS. COORDINATE WORK © INSTALL TYPE 25 -TA VAULT NTH FIBER SPLICE ENCLOSURE AND COIL 50 FEET OF EACH FIBER CABLE. SEE DETAILS ON WITH RED LIGHT RUNNING CAMERA SYSTEM REPRESENTATIVE. SHEET 265. tp INSTALL FOUNDATION AND LUMINAIRE POLE PER ILLUMINATION PLANS. INSTALL ONE ADVANCED TYPE 711 EMERGENCY PRE- EMPTION DETECTOR ON PREFABRICATED 3/4° THREADED INSERT MOUNTED ON LUMINAIRE POLE (APPROX 20' MOUNTING HEIGHT). ® CONSTRUCT FOUNDATION AND INSTALL 336A "RAPID RIDE" COMMUNICATION CABINET AS SHOWN IN THE RAPID RIDE CABINET DETAILS ON SHEET 263. CABINET AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OTHERS. COORDINATE it CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER CDR STD DWG J028 AND FURNISH AND INSTALL TYPE °P" CONTROLLER CABINET, CONTROLLER, ALL CABINET DELIVERY WITH KING COUNTY METRO REPRESENTATIVE, ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 11 +39, 64.5' RT. SEE SPECIAL 29 SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WRING. PROVISIONS. 30 WITH APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION PSE REPRESENTATIVE. BID 12 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE /BPS CABINT PER ILLUMINATION SHEETS. 13 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. DOCUMENTS 11-14-11 SURVEYED: KPG . RAINIER AVENUE S (SR 167) DRAWING NO 242 - Fq± Kp� °' CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO ��3430 �`sy DRAWN BY' -JM _- FED AID NO. CM0167L8) ^� Punic Words Depertmenl ° %T DESIGN BY' JF F E H R & PEERS 753A AveN 2502 Jefferson Ave SIGNALIZATION PLAN DATE: NOV 2011. CHECK BY. JF TRANSPORTATION CONSULTANTS SPa%WAg6109 TecM,WA9W2 2 Wl Cl n."+I.e. ; - u'wn.. �. (206I28G1640 (253)627 -072(1 APPR FOR CONSTRUCTION 'Qe G\ ?4°,' PROD MGR. TN e e¢w �� �. " �,� BY RAINIER AVE S & S GRADY WAY SHEET NO. 242 OF 304_ DATE: n FILE: 0655DSIG01.dwg izos� sus -o22o z �y ti O �v I N y d ' { (IJ a .p o OW 3 -2 - 1 - 2 3 14 1 2" — - - - SPARE 15 EX 2 4' 7 3 3 16 3" 7 8 2 6 2 17 3._4 1 1-4- 1 3" -- T 2 18 3. — - 2 2 I 4 19 EX 2_ - - - - I - 20 , 3° ° 2 - —; 4 1 2 : - -6 - - - T a 21 _ I 2° �� 2� - -- -- — 0 12 _ _ 4 1 - - v 22 � . - -- - - -- - - - -- - 6 I 23 N 1 1 2 2 6 24 3" 2 - - - - 1 2 - T 2° 3 2 25 3' - I 2 2 _ -- - - -- - - - - - 3 26 ° 2 1 2 ° 2 °� - 2 - v 27 3" 11 2 2 — 0 28 �I2° 2 1 2 - - 0 29 2. -� 1 F - i - - - 3 I —? 2 -- - - . 30 - 2 U- - - - — - — 31 �3� 2 1 1 2° - 32 1 34 2 -3" 2 SPARE o RRIDE TSP ANTENNA AND CAT 5e CABLE TO BE INSTALLED IN ITHE FUTURE BY KING COUNTY METRO. i o NOTES. 1. UNLESS 07HERWISE SPECIFIED, ALL PROPOSED SIGNAL AND FIBER OPTIC CONDUIT SHALL BE RIGID PVC SCH 80. a' 2 ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2° CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WRE. GROUND WRE SIZE N SHALL MATCH THE LARGEST CONDUCTOR (MIN #13 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE LABELED 'CITY OF RENTON° AND SHALL CONTAIN BULL -LINE TAPE. a N U 1 o a m Z NUMBERI REVISION DESCRIPTION BY APP. DATE Me EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. 0 5 10 20 40 60 SCALE IN FEET i' A A \ i 9 e 25- TA — 3 ITS If 11 12 SERVICE "St" ENLARGED SIGNAL DETAIL SCALE: 1" = 5' -0" � I - N w v7 N O In I w z J I H Q .T•3430182 RAINIER AVE g RI ADVANCED 10 EVPE Cl (GRADY INTERSECTION) EXIR � OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY 14 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WRING FROM STU80UT 10 CUNIKULLLK. PRE- FMPTION DETECTOR (PER CDR STD DWG J032), ONE REGULATORY SIGN, ONE VEHICLE DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. EXISTING LUMINAIRENARM. ROADWAY I STALL DECORATIVE CABINET ON THE (SEE R POLE LUMINAIRE SCHEDULE, AND DETAILS SEENPOLE SPECIFICATIONS ESHEETS 261, SHEET SPECIAL T5 REPLACED YLOTHERSGCOORDINATEDW WORK WITH(REDTLIGHT RUNNING CAMERA SYSIEMTIREPRESENTATIVEBE REMOVED AND PROVISIONS. 16 EXISTING VEHICLE DETECTION LOOPS TO REMAIN. RESPUCE EXISTING LOOP WIRES TO NEW DETECTOR LOOP CABLES. OCONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE WITH MAST ARM. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE REGULATORY SIGN, AND ONE STREET O FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL NAME SIGN ON THE MAST ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 17 POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED AND SPECIAL PROVISIONS. GRADE AND BACKFlLL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE 3 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. O PRE- EMPTION DETECTOR (PER CDR STD DWG J032), ONE REGULATORY SIGN, ONE VEHICLE DETECTION CAMERA, ONE TSP ANTENNA (TO BE FURNISHED AND FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIDE MOUNTED INSTALLED BY OTHERS), AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION 18 ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL PROVISIONS). SHEET 228) ON THE LUMINAIRE ARM. INSTALL ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, REMOVE FOUNDATION AND COMPACT AND BACKFlLL VOID PER SPECIAL PROVISIONS. 262 AND SPECIAL PROVISIONS. REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACK VOID PER SPECIE PROVISIONS. REMOVE EXISTING UNUSED INSTALL O BUTT N ASSEMBLYI(PER DETAIL,ISHEET 264 AND SPECIAL PROVISIONS) lON THE POLE. VEHICLE SEE POLEDSPECIFICATIONSLSHEETS 2611, ONE 62 AND t9 WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. SPECIAL PROVISIONS. 0 SEE ILLUMINATION SHEETS FOR LUMINAIRE POLE CONSTRUCTION NOTES. OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, AND ONE VEHICLE 21 EXISTING JUNCTION BOX TO REMAIN. FOR WIRING /CONDUIT MODIFICATIONS SEE WIRE SCHEDULE THIS SHEET. DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 228) ON THE LUMINAIRE ARM. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. © EXISTING POLE SUPPORTING RED LIGHT RUNNING DETECTION CAMERAS, CABINET AND ALL ASSOCIATED EQUIPMENT TO REMAIN. COORDINATE WORK WITH RED LIGHT RUNNING CAMERA SYSTEM REPRESENTATIVE. ©INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL ONE VEHICLE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO PUSH BUTTON MODIFICATIONS TO EXISTING RED LIGHT RUNNING CAMERA SYSTEM TO BE COMPLETED BY OTHERS. ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. ©3 EXISTING SERVICE CABINET TO REMAIN. MODIFY ASSOCIATED HIRING PER WIRE SCHEDULE THIS SHEET. Q7 INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL TWO VEHICLE SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEADS AND ONE PUSH BUTTON ® INSTALL FOUNDATION AND ANCHOR BOLTS FOR FUTURE 20' ATS POLE AT APPROXIMATELY LOCATION 11 +55, 51.5 LT. SEE ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE POLE SHEET 264 FOR ATS POLE FOUNDATION DETAILS. COORDINATE FOUNDATION INSTALLATION VATH ATS REPRESENTATIVE. SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. POLE TO BE INSTALLED BY OTHERS. ® INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL ONE VEHICLE SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON Q INSTALL NEW VEHICLE DETECTION LOOP AS PER COR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE PR CAMERA, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE VEHICLE DETECTION CAMERA ON THE LUMINAIRE ARM. SEE SPECIAL PROVISIONS. © REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX PER PLANS. MAINTAIN CONNECTIONS TO EXISTING CONDUIT AND WIRING IN BOX. COMPLETE NEW WIRING INSTALLATION PER WIRE SCHEDULE THIS SHEET. Og EXISTING RED LIGHT RUNNING DETECTION CAMERAS, CABINET AND ALL ASSOCIATED EQUIPMENT TO BE RELOCATED TO NEW POLE BY OTHERS. COORDINATE WORK © INSTALL TYPE 25 -TA VAULT NTH FIBER SPLICE ENCLOSURE AND COIL 50 FEET OF EACH FIBER CABLE. SEE DETAILS ON WITH RED LIGHT RUNNING CAMERA SYSTEM REPRESENTATIVE. SHEET 265. tp INSTALL FOUNDATION AND LUMINAIRE POLE PER ILLUMINATION PLANS. INSTALL ONE ADVANCED TYPE 711 EMERGENCY PRE- EMPTION DETECTOR ON PREFABRICATED 3/4° THREADED INSERT MOUNTED ON LUMINAIRE POLE (APPROX 20' MOUNTING HEIGHT). ® CONSTRUCT FOUNDATION AND INSTALL 336A "RAPID RIDE" COMMUNICATION CABINET AS SHOWN IN THE RAPID RIDE CABINET DETAILS ON SHEET 263. CABINET AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OTHERS. COORDINATE it CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER CDR STD DWG J028 AND FURNISH AND INSTALL TYPE °P" CONTROLLER CABINET, CONTROLLER, ALL CABINET DELIVERY WITH KING COUNTY METRO REPRESENTATIVE, ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 11 +39, 64.5' RT. SEE SPECIAL 29 SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WRING. PROVISIONS. 30 WITH APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION PSE REPRESENTATIVE. BID 12 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE /BPS CABINT PER ILLUMINATION SHEETS. 13 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. DOCUMENTS 11-14-11 SURVEYED: KPG . RAINIER AVENUE S (SR 167) DRAWING NO 242 - Fq± Kp� °' CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO ��3430 �`sy DRAWN BY' -JM _- FED AID NO. CM0167L8) ^� Punic Words Depertmenl ° %T DESIGN BY' JF F E H R & PEERS 753A AveN 2502 Jefferson Ave SIGNALIZATION PLAN DATE: NOV 2011. CHECK BY. JF TRANSPORTATION CONSULTANTS SPa%WAg6109 TecM,WA9W2 2 Wl Cl n."+I.e. ; - u'wn.. �. (206I28G1640 (253)627 -072(1 APPR FOR CONSTRUCTION 'Qe G\ ?4°,' PROD MGR. TN e e¢w �� �. " �,� BY RAINIER AVE S & S GRADY WAY SHEET NO. 242 OF 304_ DATE: n FILE: 0655DSIG01.dwg izos� sus -o22o z �y ti O �v I N y d ' { (IJ a .p o OW m 0 VN n 0 a .,I d 0 i FIELD WIRE TERMINATIONS P.P.B. P.P.B. P.P.B. 765 W —; 765 W UtZ85 W PED. HEAD 67 PED. HEAD 66 761 R – 14B R 17 7s2 c - G 763 W W766 0 767 B - SIGNAL HEAD 33 PED. HEAD 87 R 631 R - 781 R Y 632 0 om 78 2 G- S 634 B 783 W C 636 W 1' 0- 787 B SIGNAL HEAD 64 SIGNAL HEAD 52 R 661 R R 651 R Y 662 0- Y 652 0 , G 663 G G 653 G C 666 W N C 656 W L5 N 5C o ci�o(,m3 W NM�(0 _ (0 (0 (O ID (0 (0 (O (O (O (0 J V !n N Lo o IIII < Woc)m3 LLj = NMd'(D J �wwww < (0 t0 (O (O (0 U } U V) U to o �I� < WOOM3: w = N PM -�t (D o (o co (o co < (0 t0 (0 (D (0 z U }(0NU rn < of 00m3 w = NMd,(D < c00000 Z U K }V(nV II I U N NOR SIGNAL HEAD 31 SIGNAL HEAD 32 SIGNAL HEAD 81 SIGNAL HEAD 82 R 631 R R 631 R R 681-R R 681 R Y 632-0 Y 632-0 Y 682-0 I Y 68 0 G 633 G G 633 G_ G 683-G +' G 68 G- S S 634 B S 634-B S 68 B S 66 B C 636-W C 636 W- C 68 W C 68 W CAMERA D PTZ1 POLE 8 CAMERA -- -- 2C(SH) _ 2C(SH) -5C- - J -BOX T=3430183 POMT AIRE _ OPncoM ADVANCED OPT C1 CAMEERA BL 587 0 588 D� Y 589 0 o!oc�m3 I i HE ii w �NM� D OPT C OPT A �U2 �m 587 BL 581 BL 1 V V m (D (D --{{ TERMINAL CABINET < m } cow U 589 y 583 0 In R 681 R — -TO 68 0 E G 68 G- - - -� B 68 B - N 8 -=W W P 6 0 < �oc0m3 - ,-R 631 R -, M NM t 0 f 0-632 0 a (DtoQD (DLo G 63 G- B 63 B 0 w } co vI ca W-636 W-- - sc = sc - _ N N I I o I w of o0m 3 j F4C,4iO4NN TERMINAL CABINET < m�mcom d c of}c�v)o R 651 R N G 65 G— BOX - -- -- --- -- I I G 65 G ° B 65 8- _ N W 656 Wes, - _ w �oczm3 5c - _ R 621 R _ CAMERA- -_ -- -_ - __._. -_.- J N N Cq N N N 0 622 0 I P.P.B. P.P.B. P.P.B. z (0tOtO(0(0 - -G 623 G G 725 W 725 W 784 B— N} o N W 626 W W � 785 W — 0 PED. HEAD 86 B 781 R D 12 17 782 G 783 W R ' 786 0 0--, 787 B G B ' PED. HEAD 27 W -- -- - 721 R 117 722 G 723 W� 726 0 727 B� SIGNAL HEAD 72 R 671 R Y 672 0 - G 673 G 674 B C 676 W U CAMERA -�rr y o lour- - VC —, CAMERA---- - SIGNAL HEAD 43 SIGNAL HEAD 42 SIGNAL HEAD 41 SIGNAL HEAD 71 641 R- R 641 R R 641 R R 671 R -- Y 642 0 Y 642 p Y 642 0 Y 672 0- G 643 G- G 643 G G 643 G G 673 G- S 644 B- S 644 B S 644 g S 674 B C 646 W- C 646 W C 646 W- C 676 W- I OPT D OPT B 590 131-- 584 BL- 591 0 585 0 - 592 Y 586 y NUMBER CAMERA VB REVISION DESCRIPTION POLE 4 TERMINAL CABINET - R R -- -- -0 0 -- G G B B W W �- R 641 R 0 64 0 t f G 64 G t B 64 B W 646 W OPTICOM OPTICOM U J -BOX i �NNNNn NNn <a N� FiIIIIV N1I1V NNUIII �I L POLE 1 N N a a 0 w INPUT SEE SHEET 244 FOR VIDEO AND LOOP DETECTION INPUTS it i t B = W = B W B W B W TICOM - 5C OPTICOM - CAMERA J2C(SH) I 5c -- -5C - -- POLE 3 DONT _ _ CITY OF RENTON 11- -14 -11 SURVEYED: KPG - 6.� = 621 ' DRAWN BY: __- JM__.. COM N DESIGN BY: - JF F E H R & PEERS 0 d CHECK BY: JF TRANSPORTATION CONSULTANTS � 0 PRO J MGR: TN 14t, All.. i00I. 586 FILE: 0655DSIG01.dw9 U J -BOX i �NNNNn NNn <a N� FiIIIIV N1I1V NNUIII �I L POLE 1 N N a a 0 w INPUT SEE SHEET 244 FOR VIDEO AND LOOP DETECTION INPUTS it i t B = W = B W B W B W TICOM - 5C OPTICOM - CAMERA J2C(SH) I 5c -- -5C - -- POLE 3 DONT _ _ CITY OF RENTON 11- -14 -11 SURVEYED: KPG - 6.� = 621 ' DRAWN BY: __- JM__.. COM N DESIGN BY: - JF F E H R & PEERS 0 d CHECK BY: JF TRANSPORTATION CONSULTANTS � 0 PRO J MGR: TN 14t, All.. i00I. 586 FILE: 0655DSIG01.dw9 & 4eo seance. WA sew SC- — CAMERA OPTICOM.. - .. .. . OPTICOM--- -- -- - - -- BID - CAMERA --- OPTICOM- -- - --- OPTICOM - .... -_ -.__ -.. OUTPUT R- G= W= 0= 8- R= G= W= 0= B= R= G= W= 0= B- R= G= W= 0= B' 721 DONT _ _ CITY OF RENTON 722 WALK 6.� = 621 � 723 COM N 726 SPARE 0 d 727 SPARE � 0 741 DONT 586 742 WALK 587 743 COM 746 SPARE G 747 SPARE 761 DONT 591 762 WALK G 763 COM s 766 SPARE 767 SPARE S 781 DONT 782 WALK 783 COM m 786 SPARE 787 SPARE PHASE SEQUENCE DIAGRAM o 01 02 03 04 z DOCUMENTS 05 06 _ _ CITY OF RENTON III .... R 6.� = 621 � GROUND (206) 286 -1640 (253) 627 -0720 I � 0 d B CALL wAW.l".00M � 0 = 622 Y 586 24V 587 C CALL 588 GROUND 623 G a 590 ,sL D CALL 591 GROUND G B tW Z 624 S girt 626 C T TRZ 631 R 4-0:632-Y . - — G 633-G" B 634 S W 636 C R 641 642 Y PH0 G 643 G - y B- 644 S W 646 C R = 651 - lJ �O z 652 Y IJ ' G 653 G LO B 654-S 656 C R= 661 0 662 Y 663 G (O PHASE SEQUENCE DIAGRAM o 01 02 03 04 z DOCUMENTS 05 06 _ _ CITY OF RENTON 753N Ave N 2502JeffmAve ru Pub is Works Department z o: � GROUND (206) 286 -1640 (253) 627 -0720 APPROV FOR CONSTRUCTION � 07 08 �f w 0 0 V F D_ 0 in DOCUMENTS 05 06 10 �fa '© MINI CITY OF RENTON 753N Ave N 2502JeffmAve ru Pub is Works Department Sea81e,WA98109 Tacoma, WA 98402 GROUND (206) 286 -1640 (253) 627 -0720 APPROV FOR CONSTRUCTION 584 0 d B CALL wAW.l".00M BY: DATE: / 07 08 �f w 0 0 V F D_ 0 in 24V 10 �fa '© MINI 581 s A CALL 582 9 GROUND 583 ®�© 24V 584 0 d B CALL 585 J GROUND 586 24V 587 C CALL 588 GROUND 589 24V 590 ,sL D CALL 591 GROUND 592 • • • • G ..' 10 �fa '© MINI ; ®�© Im � �,Q RAINIER AVENUE S (SR 167) DRAWING NO 243__ S GRADY WAY TO S 2ND ST PROJECT NO. 1Ep4034W WIRING DIAGRAM FED AID NO. C90167") DATE: NOV 20 RAINIER AVE S & S GRADY WAY SHEET NO. 243 OF F 304 4 z n a a m m 41 O n y - n w> d � F w o w 0 O n v N 3 U n L7 0 0 v 0 / 0 0 0 Lv 2 0 c 0 a rn 0 0 L46 L45 L43 L44 2C(SH) 43 - 2C(SH) 45 - -- VC — VIDEO 2C(SH) 52 2C(SH) 23 VIDEO — M L83 L84 2C(SH) 82 PTZ1 VID i • a c� ° L65 ° 2 N N 5 816 1 11D OtU 817 2 11 E 818 3 11J 01L 819 4 11K 921 5 12D 02U 922 6 12E 923 7 12J 02L 9241 8 1 12K 925 9 13D 02U 926 10 13E 927 ii 13J 02L 928 12 13K 826 1 14D 02U 827 _L 2 14E 828 3 14J 02L 829 4 14K 836 5 15D 03U 837 6 15E 838 7 15J 03L 839 8 15K 941 9 16D 04U 942 10 16E 943 11 16J 04L 944 12 16K 945 1 17D J1E 2 857 04U 946 2 17E J1K 947 3 17J J2D 5 961 J2E 04L 948 4 17K 7 846 5 18D 964 06U J3D 9 04U 847 6 IBE 06L 848 7 18J J3K 12 968 04L 849 8 1 18K 911 9 19D 912 10 19E 931 11 19J 932 12 19K 05U J1 D 1 1 856 J1E 2 857 05L 111 3 858 J1K 4 859 06U J2D 5 961 J2E 6 962 06L J2J 7 963 J2K 8 964 06U J3D 9 965 J3E 1 10 11966 06L J3J 11 967 J3K 12 968 06U J4D 1 866 J4E 2 867 06L J4J 3 868 J4K 4 869 07U J5D 5 876 J5E 6 877 07L J5J 7 878 J5K 1 8 1879 08U J6D 9 881 JIBE 1 10 882 08L J6J 11 883 J6K 12 884 08U J7D 1 985 J7E 2 986 08L J7J 3 987 J7K 4 988 08U J8D 5 886 58E 6 887 08L J8J 7 888 JBK 1 8 1889 AlO NOTE: COORDINATE FINAL CONNECTION OF VIDEO DETECTION CABLES IN CABINET WITH CITY OF RENTON. T= 3430184 BID DOCUMENTS 17 -14 -11 SURVEYED: KPG n ova a w ^Fg o y DRAWN BY: , JM _ _ Kp CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. 244 � . DESIGN BY: JF FEHR & PEERS 7539Th AveN 2502 Jefferson Ave Pubic �Nor> Deperlment S GRADY WAY TO S 2ND ST FED AIDNO. M01674449 FED AID NO. QM0167(048) CHECK BY: —AF- TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 98402 DETECTION INPUT WIRING a 46 a o e„Q' oa 4m Alel. 'a;,„g '" �, APPR FOR CONSTRUCTION DATE: NQV 2011_ 0, Eo, ,EaE ?C PROJMGR: TN �.,,e4 l2osl28s1sao 12531x27 -072o RAINIER AVE S & S GRADY WAY fSS�ONAL ENG\ l�e aeu�4 �,,,,, a BY: DATE:/ SHEET NO. 244 OF 304 wM NUMBER REVISION DESCRIPTION BY APP. DATE FILE. 06550SIG01.dwg & a a z `m a m /V lA N Oa ro G n y _ ° A a D < 9 �G N O Z U1 NUMBER GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 246. 9. FOR WIRING DIAGRAM SEE SHEETS 247 AND 248. 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEET 261. DwY 4 ra - -- � 15 16 I = N 215' t w TO STOP BAR x N O I1 20 EXTR N L52 ' 0 TYP w J I < 24 25 1 16 JWT a - LEGEND O 5�P Dwr ♦y,P � tr. ♦ 16 \ I III \ VL43. VL42 VL41, 10 TIP \ DWY ♦ ♦ _♦ / 2 \ PATH T Zz — — r EVPE A-) 21 11 TYP 15 16 I -- _— cc a EXISTING EJJ_W DESCRIPTION SIGNAL POLE _. K • SIGNAL POLE TYPE PS 0 PPB POLE Oo DECORATIVE ROADWAY LUMINAIRE LUMINAIRE -♦ VEHICLE SIGNAL HEAD > VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) -.» PEDESTRIAN SIGNAL HEAD EVPE 4,` 4 MAST ARM /POLE MOUNTED SIGN O VEHICLE DETECTION LOOP 0 VEHICLE DETECTION ZONE (SHOWN FOR REFERENCE ONLY) VEHICLE DETECTION CAMERA a PTZ CAMERA __w RRIDE TSP ANTENNA (FUTURE) REVISION DESCRIPTION - - _ 3 16TYp 324 �rCE 11 31-- VC 19 -; b 11 P dY VL21 t :: : ::: ] VL22 VL23 , ,, , EXISTING NEW DESCRIPTION El I III 8 011 JUNCTION BOX TYPE 1, 2, 8 C ® ELECTRICAL SERVICE CABINET m TRAFFIC CONTROLLER CABINET INTERCONNECT CABINET 11 ♦\ 4 t�6, cc �\ \ SIGNAL HEAD ASSIGNMENTS O 12„ O12" E- 12" O 12„ 1211 O 1211 ' 0, G 12" G 12" G 12" 17 O O O VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEAD: PEDESTRIAN HEADS: #21, 22, 23, 32, #11, 12, 31, 41 & 51 #42 #26, 27, 36, 37, 33, 43, 61, 62, 46, 47, 66 & 67 63, 64 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "L ", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES "H ", "K ", T ", OR "D" (PER PLANS) AND POST TOP MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "F" OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND QBACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE © 5 "A" "B ", "C ", OR "D" MOUNTINGS (PER PLANS). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. RAINIER AVE S 7� --_— —t R W - - - /I D8 . VL63 - -. - — Dwy TORY OwY 3 15 16 1 > _ 1 5 4 N 16 15 16 15 16 L64 w VL61 _' 11 TYP w )L6 to 23 VL12 24'1 L14 + N T I` �— VL11 TYP 1 i L13 �. EXTR EXTR �__ N 3 51 I' 21 a' • 215' TO STOP BAR 5 22 < � G 10 13 J, xTR 1 16 16 15 EVPE - - -- -- - 6 2 EVPE C - -- `� 16 — - - - — 43 42� PTZ2 _- - - - - - EVPE D --`, - - - �"'16 ' ♦ 16 TYP 11 QIRRIGATION CONTROLLER CABINET \� VL32 ® ♦G� \ ♦ 10 VL3 �\ % ® RRIDE COMMUNICATION CABINET ��� 0 0 �` 31 ♦" \ 5 \ \ SEE SHEET 2 0,\ �,_ ♦ \\ ®A 25 -TA VAULT x00 ♦ XTR ENLARGED DETAI \ \. \ CONDUIT Q WIRE NOTE CO c� \ cc \ ♦� O CONSTRUCTION NOTE ♦ \ cc C) POLE CONSTRUCTION NOTE O 1 x SIGN NOTE 0s L35 - 10 EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. BY I APP.I DATE (D 9f T� \ DRAWN BY JM DESIGN BY: JF F E H R & PEERS 753 9th Ave N 2502JefiersmAve CHECK BY: JF TRANSPORTATION CONSULTANTS Seattle, WA 98199 Tama, WA 96402 PROJ MGR: _ TN W 4ttiAVe'a a (206) 286-1640 (253) 621 -0120 ., e. WA 96154 >ao."`o.ou = vA4W4g.COR FILE: 0655DSIG01.di 5]6 -4220 �6 CITY OF RENTON .0 Pub !lc `Norzs Deportment APPROVED FOR CONSTRUCTION BY: PHASE SEQUENCE DIAGRAM 01 02 03 04 �1 N co NOT NOT USED USED 05 06 07 08 —► VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT DWI' / c -- EVPE SCHEDULE # PHASES A 02 & 05 B 04 C 06 &01 D 03 - T= 3430185 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SIGNALIZATION PLAN RAINIER AVE S & S 7TH ST DRAWING NO. 245 PROJECT NO. TED903430 FED AID NO. CM01V(Q0) DATE: NOV 2011.. SHEET NO. 245. OF 304 a z �y ti jl rj m /r to Oa �v { o w 0 II-14 - -n S SURVEYED: _ _. K �6 CITY OF RENTON .0 Pub !lc `Norzs Deportment APPROVED FOR CONSTRUCTION BY: PHASE SEQUENCE DIAGRAM 01 02 03 04 �1 N co NOT NOT USED USED 05 06 07 08 —► VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT DWI' / c -- EVPE SCHEDULE # PHASES A 02 & 05 B 04 C 06 &01 D 03 - T= 3430185 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SIGNALIZATION PLAN RAINIER AVE S & S 7TH ST DRAWING NO. 245 PROJECT NO. TED903430 FED AID NO. CM01V(Q0) DATE: NOV 2011.. SHEET NO. 245. OF 304 a z �y ti jl rj m /r to Oa �v { o w 0 05 06 07 08 —► VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT DWI' / c -- EVPE SCHEDULE # PHASES A 02 & 05 B 04 C 06 &01 D 03 - T= 3430185 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SIGNALIZATION PLAN RAINIER AVE S & S 7TH ST DRAWING NO. 245 PROJECT NO. TED903430 FED AID NO. CM01V(Q0) DATE: NOV 2011.. SHEET NO. 245. OF 304 a z �y ti jl rj m /r to Oa �v { o w 0 a z �y ti jl rj m /r to Oa �v { o w 0 a 0 h 0 cn 3 a 0 c� in 0 i T U F I 6 c i 0 0 m 0 i U c, 1 i N U 0 m 0 0 i r. ss'� A \ I I ZL s 10 s NICE "S2" 9 ENLARGED SIGNAL DETAIL SCALE: 1" = 5' -0" EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. WIRE SCHEDULE p O1 1 Q c' �� G�`4, e����0� yVP� /4-�Ocv \Q�Vp`���@ 3� Q,���ty \e G���5 ��C� 2" 3 ��- -' -- - _? 2" � 1 1 3 - - - - 2 I 6 - - - - - 3 4 11 4w- 4 -- 3 1 2 1 3 2 3 4 �3 3 - 5 - 3 1 2 2 I - — - I 4''' 3 4. - 2 1 5 2" - 3" -� 6 6 1 2 1 2 - 3 3 2 -- 7 -L 8 -?* -i 2" - - - 3 -- -- 9 2" i I 2 10 2" �- i SPARE _ 3" 2 2 2 i— - -- - _ -- 2 1 -- 6 I- 2 - - -- -- 11 12 3" 2" 2" I -2 2 1 - 13 2 —I 2 . s4 4 4 1 — — 6 _ — - -- - _ 14 3" 6 2_ 3 7 -- 1 2 2 1 --- 1 5 - 2" �, 1 r -'- - — -- 16 2" 2" 3 — _ 2 - 17 Y 2 2 2 4 _ 1 - 6 - 2 - -- 2" -- - -- -._._. - ------- 18 2. — - -s -- - -- -19 1 3" 1 1 1 - 1 1 2 1 2" 2 3 20* 11 2 1 - -- - --- - 2 -- 1 1 - - 2113, 2 - - - - 2" 2 I 22 ------- I + 2 23 1 2" 1_ 1 1 1 2 4 2 2 2 1 1 1 _ - 2 — - - — - - -- 4 _2 I i 26 I 1 2.7 1 -T 2 SPARE 2° 28 2 -3 - - - -- _ - _ C 29 2" 2 RNIUE IbF ANIENNA AND CAI De CABLE IU BE INSTALLED IN THE FUTURE BY KING COUNTY METRO. NOTES: 1. UNLESS OTHERWSE SPECIFIED, ALL PROPOSED SIGNAL AND FIBER OPTIC CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2" CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN /8 AWG OR AS NOTED OTHERWISE IN THE WRE NOTES). SPARE/EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON* AND SHALL CONTAIN BULL-LINE TAPE. NUMBER REVISION DESCRIPTION BY I APP.I DATE uwv N Of tis 15 16 \ o TYP sr�� L46 %/' L45 L44 X ADVANCED 7 ` EVPE Al (S 7TH ST INTERSECTION) 19 I Cc SIGN SCHEDULE RGHI LANE) RIGHT TURN M S T ON RED YIELD ' Ave S TURN RIG11,; TO Rainier - - - -- EXCEPT OK l_ BUSES U -TJRN D3 -1® O --1 OO ixa) R37(MOD - IFIED) R3 - (MODIFIED) 10 R10-30 (MODIFIED) (72" x 18 ") (48" x 18 ") ) R3 -4 NOTE: (30" x 42 ") (30" x 36) (36" x 36 ") (30 x 36 ") 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, REFLECTORIZED WHITE ON GREEN BACKGROUND. 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. CONSTRUCTION NOTES (CONTINUED) 13 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND HIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. LO 14 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIDE MOUNTED ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED N EQUIPMENT /CONDUIT /WRING (SALVAGE PER SPECIAL PROVISIONS). REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. F- 15 SEE ILLUMINATION SHEETS FOR LUMINAIRE POLE CONSTRUCTION NOTES. R AVE S RAmle LPI V) - - CD L~71 16 1 s_ w DWY _ -A e „ U _ N - -- - - I� 16 4 , III w ? 0 26 LO 'zi ------ Ct,^ - - -- r + ar '_i.. -o ff C'4 CONSTRUCTION NOTES � ,. Iri ,t �:.'�: �'_ �w. -' � O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND WMINAIRE ARMS. INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY 1n pK7.1 Z EXTR 4 PRE- EMP71ON DETECTOR (PER CDR STD DWG J032), ONE REGULATORY SIGN, ONE TSP ANTENNA (TO BE FURNISHED AND INSTALLED BY OTHERS), ONE VEHICLE z 16 15 DETECTION CAMERA PER DETAILS ON SHEET 264, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE WITH PHOTOCELL (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 231) ON LUMINAIRE ARM. INSTALL ONE PED PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL J Q PROVISIONS), ONE PEDESTRIAN SIGNAL HEAD, AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE 7 ; SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. Q O O INSTALL FOUNDATION AND TYPE PS SIGNAL POLE PER COR STD DWG J021. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (PER DETAIL, ADVANCED DWY SHEET 264 AND SPECIAL PROVISIONS) ON THE POLE FOR POLE AND FOUNDATION LOCATION SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. EVPE Cl OCONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND TWO LUMINAIRE ARMS. INSTALL FIVE VEHICLE SIGNAL HEADS ONE TYPE 721 EMERGENCY PRE- EMPTION DETECTOR (PER COR STD DING J032), TWO REGULATORY SIGNS, ONE VEHICLE DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 231) ON EACH LUMINAIRE ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE REGULATORY SIGN AND ONE TERMINAL CABINET ON THE POLE, FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL THREE VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION —� CAMERA, ONE REGULATORY SIGN, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED HIRING AND ILLUMINATION SHEET 231) ON THE SIGNAL MAST ARM, INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL i6 CAP AND ABANDON EXISTING UNUSED CONDUIT. PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. 17 EXISTING JUNCTION BOX TO REMAIN. COMPLETE WIRING /CONDUIT MODIFICATIONS PER HIRE SCHEDULE. O CONSTRUCT AND INSTALL TYPE I SIGNAL POLE (PER CDR STD DWG J021). INSTALL ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), 18 FOLLOWING ACTIVATION OF NEW SIGNAL AND LIGHTING SYSTEMS, REMOVE EXISTING SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT /CONDUIT/WIRING. ONE PEDESTRIAN SIGNAL HEAD, AND ONE VEHICLE SIGNAL HEAD ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET O REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. 261 262 AND SPECIAL PROVISIONS EXISTING TYPE II SIGNAL POLE SUPPORTING INTERNALLY ILLUMINATED SIGNS TO REMAIN. RECONNECT EXISTING SIGNS TO NEW INTERSECTION LTG CIRCUIT. © CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND TWO LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 721 19 COMPLETE WIRING /CONDUIT MODIFICATIONS PER HIRE SCHEDULE. EMERGENCY PRE- EMPTION DETECTOR (PER CDR STD DWG J032), ONE VEHICLE DETECTION CAMERA, TWO REGULATORY SIGNS, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 231), ON EACH SIGNAL MAST ARM. INSTALL TWO Q INSTALL NEW VEHICLE DETECTION LOOP AS PER COR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. PEDESTRIAN SIGNAL HEADS, ONE VEHICLE SIGNAL HEAD, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE REGULATORY SIGN, ONE PTZ CAMERA AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND 21 INSTALL TYPE 25-TA VAULT PATH FIBER SPLICE ENCLOSURE AND COIL 50 FELT OF EACH FIBER CABLE. SEE DETAILS ON SHEET 265. SPECIAL PROVISIONS. CONSTRUCT O INSTALL FOUND ANON AND MOUNTED ON LUALLENP E ILLUMINATION (APDX PLANS. INSTAL HEN ADVANCED TYPE 721 EMERGENCY PRE- EMPTION DETECTOR ON PREFABRICATED © ASSOCIATED EQUIPMENT TONBE PROVIDED Y OTHERS. COORDINATE ICABINETCDELI DELIVERY WITH KING NGNCOUNTY METRO REPRESENTATIVE. ELS ON SHEET 263. CABINET AND Q REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX PER PLANS. MAINTAIN CONNECTIONS TO EXISTING CONDUIT AND HIRING IN BOX. COMPLETE OCONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER COR STD DWG J028 AND FURNISH AND INSTALL TYPE "P' CONTROLLER CABINET, CONTROLLER, ALL HIRING INSTALLATION PER WARE SCHEDULE, THIS SHEET. 8 ASSOCIATED EQUIPMENT AND CONNECT FIELD WRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 22 +61, 79' RT. SEE SPECIAL PROVISIONS. ®SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WRING. T=3430186 O CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE/BPS CABINET PER ILLUMINATION SHEETS. 25 INSTALL IRRIGATION CONTROLLER CABINET AND ASSOCIATED CONOUIT/WIRING PER IRRIGATION PLANS. 10 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 26 APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION WITH PSE REPRESENTATIVE -- 11 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO CONTROLLER. 12 EXISTING 5 10 20 40 60 BID VEHICLE DETECTION LOOPS TO REMAIN. PROTECT WRING DURING THE CONSTRUCTION. SCALE IN FEET DOCUMENTS 11 -ia -n SURVEYED: KPG r1 ,1 �+ c6 RAINIER AVENUE S (SR 167) DRAWING NO. 246 DRAWN BY JM KPC CITY OF RENTON hAL 9 \y DESIGN BY: JF _ r� Pub 1c WOfXS Department S GRADY WAY TO S 2ND ST PROJECT NO. TJ=1Z403-4,'{Q 7 F E H R OC PEERS 1539th AveN 2502 Jefferson Ave FED AID NO. C90167(D48) CHECK BY: JF - TRANSPORTATION CONSULTANTS Searyle,WpgB1Gg Tawm,WAM2 SIGNALIZATION PLAN Wl ma me..e. ` �'' w.._a APP FOR CONSTRUCTION PROJ MGR' _- TN (206) 2E (253)627 -0120 DATE: NOV 2017 Oii 5i64n°`5a ° .a �•" BY: Dnre RAINIER AVE S & S 7TH ST SHEETNO. 246 OF 304 FILE. 0655DSIGO1.dwg /1� l2 a z mya m /V ti O �C) c� W o w m Q w O a N N 3 0 0 T c i 0 0 i rn 0 w a i U OP, CL 0 0 CAMERA aI I I I I V� x a P.P.B. z rU(nU 744 B N 745 W (NO P.P.B. a Xo0m3 mj= B W N 7�m 765 W x (D Io co (C) (D J (O (O (D (D (D z r0(n0 OPT A (D 581 BL , 582 0 583 Y IQ- - -� D UUm3 M NMI D J (O (O to (O (D Q (O (D (D c0 (O CZ.7 lr }(.ONU 0 a Wo0m3 W x -NM ,t(D < m o 0 0 0 0 > 000 TERMINAL CABINET - R 661 R a Dco0m3 G1 6 Ld 66 W 0 o r0cn0 - R 611 R U') - 0 612 0 PED. HEAD 67 - -- B 614 B 17 �s2 c 763 W ! R 761 R a 766 0 G-762 G 767 B W 763 W -- �0 766 0 PED. HEAD 46 __- __ -_ -- _ g 767 B- R v= a MINO G - R 741 R o W F c 742 G 0 WW 743 W B 746 0- � -L B 747 B PED. HEAD 47 N U ,r 741 R 17742G 743 W 0 746 ' - 747 B - FIELD WIRE TERMINATIONS SIGNAL HEAD 721 R 631 722 R P.P.B. 723 632 NMd 0 N IC 633 727 G Co 641 63 NOT B 636 W P.P.B. _ -- 724 B-- POLE 2 725 W- -; J -BOX PED. HEAD 26 R NIG 2C(5H) -- W j 5C 0 - - B L P.P.B. 744 B _ 745 W SIGNAL HEAD 43 SIGNAL HEAD 42 SIGNAL HEAD 41 OPT D R 641 R R 641 R R 641 R 59� 0 G 643 g -I p Y 642 p G 643-G -- T--6-43-G-- 592 Y S 644 B G 644-B S 644 B C 646 W C --6-46--W C 646 W OPT B CAMERA 584 BL VB 585 0 586 Y - NUMBER REVISION DESCRIPTION 3 4 3 018 PED HEAD 37 731 R y 17 732 G t73 OW O P.P.B. 8 764 B L-FLZ651-W- 31 SIGNAL HEAD 32 SIGNAL HEAD 32 CAMERA 631 R HIW R Y 632 0 0 G 633 G . G - S 63 B B C 636 W At TERMINAL CABINET PED. HEAD 66 R G W 0 Ell B PHASE SEQUENCE DIAGRAM 01 02 03 04 05 06 07 08 ADVANCED OPT Al 581 ^' 58 "2 582 LUMINAIRE POLE 011111201 R 721 R G 722 G - P.P.B. 723 w NMd 0 N 0 -- B 727 B Co 641 i NOT NOT iR G 64 USED USED 05 06 07 08 ADVANCED OPT Al 581 ^' 58 "2 582 LUMINAIRE POLE 011111201 R 721 R G 722 G - P.P.B. 723 w NMd 0 726 0 -- B 727 B R 641 R 0 64 0 G 64 G B 64 B W 646 W--, POLE 4 EVPE SCHEDULE °a �o0m3 W NM�(D _ (omm(Dm � mco(omco z 0 YU nU P.P.B. N� 734 B 735 W� � N i N Q w a U I U I I N - CAMERA -- 2C(SH) -- 2C(SH) - -- OPTICOM -- 5C - 5C -- 5C - -- - - 5C - -- - - -- --__ 2C(SH) -- SC — 2C(SH) – POLE 5 J -BOX J -BOX A ,.T �o0m3 N 0 NNNNN I¢ (o m to to (o x J af }UU)0 PED. HEAD 36 In 731 R - [k 17 732 G 733 W- 736 0- 737 B PED. HEAD 27 R - 'Ell G W 0 -- B - - PTZ2 /31 FTTTT ° �o0m3 -G W P.P.B. W SURVEYED: NMd B 737 O x (n mm0m G amm L JF � W 0- -w -0 -B — JF — J OPT C 746 PROJ MGR: TN 747 W, 411 A,,4 . 587 BL DONT - 2lt.,0 - ;..< a �: °�4y. .'." $2x11 'e. WA 99150 foie 4rm z X>-Owo 588 0 COM 0 SPARE rn 589 Y N I DONT w mo0m3 WALK I I x 733 NMtCID: � 736 SPARE J NNNNN SPARE - O_ 651 0 a (o w (o (D (o z 65 O�rVCnV B N B- N 0 D UFTT-FU 00F W 656 W- x NiM�t(O J NNNNN a (o to (o to (o z U },NV A ,.T �o0m3 N 0 NNNNN I¢ (o m to to (o x J af }UU)0 PED. HEAD 36 In 731 R - [k 17 732 G 733 W- 736 0- 737 B PED. HEAD 27 R - 'Ell G W 0 -- B - - PTZ2 /31 R- -G -T32 -W CAMERA -G W P.P.B. VA SURVEYED: 734 B B 737 735 W -. R -_ JM P.P.B. G 741 724 B 725 W JF A727 W 0- -w -0 -B — JF — B OPT C 746 PROJ MGR: TN 747 W, 411 A,,4 . 587 BL DONT - 2lt.,0 - ;..< a �: °�4y. .'." $2x11 'e. WA 99150 foie 4rm WALK 588 0 COM 766 SPARE 589 Y SPARE I DONT TERMINAL CABINET WALK I I 733 COM � 736 SPARE 737 SPARE - O_ 651 0 G 65 G B 65 B- W 656 W- p R�21 0R B -R /31 R- -G -T32 -W 733 -G W -0-T3-6-0 11 -14 -n SURVEYED: B B 737 SPARE R -_ JM Rte, G 741 G JF A727 W 0- -w -0 -B — JF — B ADVANCED Psl OPT Cl M L�8-9� Y - • I LIJMINAIRE (D My MIN I i pU U F a 0 vO VO I n I w� as U __- - OPTICOM - -- - - -_ - -- - - - -- - -__.. -__..- - -- OPTICOM - -- - 722 WALK ti 11 -14 -n SURVEYED: KPG cV 726 SPARE DRAWN BY: __ -_ JM SPARE o 741 DESIGN BY: JF 742 FEHR SL PEERS CHECK BY: — JF — COM TRANSPORTATION CONSULTANTS 746 PROJ MGR: TN 747 W, 411 A,,4 . FILE: 0655DSIG01.dwg DONT 2lt.,0 - ;..< a �: °�4y. .'." $2x11 'e. WA 99150 foie 4rm 7539@ Ave N 2502JdersonAve Seattle, WA 98109 Taww, WA 98402 (206) 286 -1640 (253) 627 -0720 www.kpg.com CITY OF RENTON .0 Pubic Works Department APPpe,Vf,D FOR CONSTRUCTION BY: DATE/'t�f INPUT SEE SHEET 248 FOR VIDEO AND LOOP DETECTION INPUTS 04 A o `s GRC U 2' B C W GRC ° 2 o� C C 0 GRC F 2. 0 o D C GRC 724 = B 725 = W 744 = B in 745 = W D_ 764 B 765 = W 734 = B 735 = W OUTPUT R G W 0 B R G W 0 B R G W 0 —B- R G w 0 B 721 DONT z n a 722 WALK ti Oa 723 COM cV 726 SPARE w 727 SPARE o 741 DONT O 742 WALK 743 COM a 746 SPARE 747 SPARE 761 DONT 762 WALK 763 COM 766 SPARE 767 SPARE 731 DONT 732 WALK 733 COM � 736 SPARE 737 SPARE R 0 G B w R 0 - -- G - - B -- W R 0 G B W -- R --0 ------G B W R 0 G B 581 0 w LL 582 Y - R VD 583 BL — 0 584-0----- G LL 585 Y — g VD 586-BL -- �w 587 0 �l 0 LL 588=Y VD 589 BL� B 590 0 W LL 591 Y R VD 592 BL B 0 R B W 0 R rz B _ -- 2C(SH) (.nmERA I I_R1 W-Lgs b u I III -- - - - -- OPT160M '5CH) _ 5C 5c -- -- -- ---5C - - - - - -- – OPTICOM - —5C CAMERA I -- - 5C -- -- CAMERA -- OPTICOM I __ - -- - -- -- __ - _. -__- -1 -t. - -- - 2C(SH) 2C(SH) t -- - - -.--.-------OPTICOM- 5C - -- - -- - -- -- - 5C - 5C -- _..._- - -- -- -.._ -- 5C _ _.. - _...._ -. 2C(SH) — 5c 5D — - - __ - CAMERA BID - - - -_ - - __ DPnCDM oPncoM -- DOCUMENTS RAINIER AVENUE S (SR 167) DRAWING NO. 247 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 WIRING DIAGRAM FEDAIDNO. CM0167(048) DATE: NOV 2011 RAINIER AVE S & S 7TH ST SHEET NO. 247 OF 304 z n a m N /y ti Oa c G� 1 (�i N ,C w � { 'p o w O N z VC W L52 L46 L45 L44 i l - — _ _____— _ 2C(SH) 44 - VIDEO - it VB 2C(SH) 52 2C(SH) 24 - VIDEO --- 2C(SH) 34 -- i VD I a M w w Sn N N L1144 \o L13 -- _ VA PTZ2 O p W � 5 I PTZ _. _- - - - - -- VIDEC 2C(SH) 2C(SH) VIDEC 2C(SH) VIDEC 2C(SH) - - -- 2C(SH) VIDEC - -- 2C(SH) 34 B- W- DETECTION INPUT TERMINALS MEW 816 1 11D 01 U 817 2 HE 818 3 Ili 01L 819 4 11K 921 5 12D 02U 922 6 12E TB 3 05U JiD 1 856 J1 E 2 857 05L Ji J 3 858 J1 K 4 859 06U J2D 5 961 J2E 6 962 -W I I NOTE: COORDINATE FINAL CONNECTION OF VIDEO DETECTION CABLES IN CABINET WITH CITY OF RENTON. u u L34 L35 T 3430188 BID DOCUMENTS 11 -14 -11 SURVEYED KPG n^ P ay RAINIER AVENUES SR 167` DRAWING NO. 248 Of WAS S � / orP° vr9y DRAWN BY JM -_ � CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECTNO. TEG40_3430 L Q'. ' DESIGN BY _JF __,_ Pubic `Norks Department _ EHR PEERS 75391h AveN 2502 Jefferson Ave FED AID NO. CM0767(048) CHECK BY: JF TRANSPORTATION CONSULTANTS ��, WA 99109 Tacoma, WA 9402 DETECTION INPUT WIRING APP "D FOR CONSTRUCTION ck Rey s ac° ?G``� PROJ MGR: _ _TN_....__.. �ie �irzon""e. a °' °°^,.�^ (206)286 -1640 (253) 627 -0720 DATE: NOV � Fs9% _1.ENG\ �V� ..,bAr�� _� www.kpg.com RAINIER AVE S & S 7TH ST NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIGOt.dwg Nmu ^^-.e BY: DATE /�'L SHEET NO. 248 OF 304 a a z my h °J I m � �a a o w � r o w N O w h 0 i c U v; 0 a 0 U F I i 0 i 0 0 a, i :J y 0 ci 0 SIGNAL HEAD ASSIGNMENTS PHASE SEQUENCE DIAGRAM 01 02 03 04 • 12" R 12" t2" E 12" t n12" 12" 05 06 07 08 VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: —► VEHICLE MOVEMENT #21, 22, 23, 41, #11 & 51 #26, 27, 46, 47,► PEDESTRIAN MOVEMENT 42, 61, 62, 63, 66, 67, 86 & 87 81 & 82 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE EVPE SCHEDULE DOORS AND j� ARM MOUNTED NOT MOUNTING TYPE "L ", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES "H ", "K ", "F ", OR "D" (PER PLANS) AND POST TOP USED HEADS SHALL USE MOUNTING TYPE „F„ OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. R3 -4 I FZ- (30" x 36 ") DRAWN BY: i NOT KPG } c, Sea81e,WA98109 Tamna.09IW2 USED M xwe.kpg.cam 1. STREET NAME `i _-- _JM___ _ DESIGN BY: JF FE H R & PEERS 2. ALL STREET NAME 05 06 07 08 VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: —► VEHICLE MOVEMENT #21, 22, 23, 41, #11 & 51 #26, 27, 46, 47,► PEDESTRIAN MOVEMENT 42, 61, 62, 63, 66, 67, 86 & 87 81 & 82 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE EVPE SCHEDULE DOORS AND 5 BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "L ", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES "H ", "K ", "F ", OR "D" (PER PLANS) AND POST TOP MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE „F„ OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. R3 -4 I FZ- (30" x 36 ") DRAWN BY: (30" x 42 ") I u 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A ", "B ", "C', OR 'b" MOUNTINGS (PER PLANS). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS\ I PTZ3� it \ R W , — — — — 0 18 -: _ 78 8 LO 215,1 IOTYSPT Iw TO STOP BAR OP BAR U) j 15 TYP EtTR 15 TYP 9 10 11 c) v L84 15 r F SURVEYED: KPG 0 © 00 J + _ R3 -6 (MODIFIED) a R3 -7 (MODIFIED) D3 -1 R3 -4 I FZ- (30" x 36 ") DRAWN BY: (30" x 42 ") I u KPG 7539th Ave N 2502 Jefferson Ave Sea81e,WA98109 Tamna.09IW2 Wd M xwe.kpg.cam 1. STREET NAME `i _-- _JM___ _ DESIGN BY: JF FE H R & PEERS 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. L52 VL51 CHECK BY: JF TRANSPORTATION CONSULTANTS I z +24 9n pF6 PRO J MGR: TN 11 ® 11 VL21 i BR'DG'_ j BOTTOM - I I _ I cc �, VL22 (� ' 2 v� 5 ELEV 38.4 NUMBER REVISION DESCRIPTION BY ................ DATE FILE: 0655DSIGOi.dwg 4 0 `°•° "^ •°�-_ 4 VL23 - - -- — — — — — -�- -•—rte- - � _ _ �— — � rc —cow � 4 2 LEGEND EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION SIGNAL POLE GJ ® ELECTRICAL SERVICE CABINET • SIGNAL POLE TYPE PS z'7 m TRAFFIC CONTROLLER CABINET Oo DECORATIVE ROADWAY LUMINAIRE a INTERCONNECT CABINET LUMINAIRE E IRRIGATION CONTROLLER CABINET —{► VEHICLE SIGNAL HEAD � 25 -TA VAULT — — VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) ml RRIDE COMMUNICATION CABINET - TENON (FUTURE HEAD LOCATION) - - - — CONDUIT Q WIRE NOTE - -�- -»► PEDESTRIAN SIGNAL HEAD O CONSTRUCTION NOTE „\ EVPE 0 POLE CONSTRUCTION NOTE MAST ARM /POLE MOUNTED SIGN O SIGN NOTE O VEHICLE DETECTION LOOP —11( RRIDE TSP ANTENNA (FUTURE) VEHICLE DETECTION ZONE (SHOWN © FOR REFERENCE ONLY) VEHICLE DETECTION CAMERA E04 PTZ CAMERA :_] 1 B 0 01 JUNCTION BOX TYPE 1, 2, 8 n cc , i cc I ^, 1I —c \ I I III III IVL42 VI-41 w w a 34 w 1 IF A 0� Dill -- Yc °41 �� •, VB 1 \ - -- �II EVPE D r l VL82 t I I I I I I' I I I I I I GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 250. 9. FOR WIRING DIAGRAM SEE SHEETS 251 AND 252. 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEET 261. Acv m .Ti , I • VI-63, 8 �19�IIIIiflEQ6 RAINIER AVE S „ cc . — -) RLW FYTR — INLET 19 L65 r 1 L64 1 i p 9 TYP 15 - 215' t 13 TYP TYP TO STOP BAR 4 14 100 t -�- 8 TO STOP BAR 10 -1 I. �- i TA I — -- -- — — — — — _ — — — J 18 1g 18 1 FkTR — 11 — — — SEE SHEET 250 FOR ENLARGED DETAIL SIGN SCHEDULE V TYP E L D RIGHT LANE I RI ^HT TURN I MUST v L84 15 r F SURVEYED: KPG 0 © 00 J O9 10 IV R3 -6 (MODIFIED) a R3 -7 (MODIFIED) D3 -1 R3 -4 I FZ- (30" x 36 ") DRAWN BY: (30" x 42 ") I u KPG 7539th Ave N 2502 Jefferson Ave Sea81e,WA98109 Tamna.09IW2 (206)286.1640 (253) 627 -0720 xwe.kpg.cam 1. STREET NAME `i _-- _JM___ _ DESIGN BY: JF FE H R & PEERS 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. CHECK BY: JF TRANSPORTATION CONSULTANTS 9n pF6 PRO J MGR: TN wie <¢p e,:e. �' u cwu `•.0 c. r[aE� ?'"C2 fSSTONAL ENa\ t6 e22B0� 5 i NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIGOi.dwg 4 0 `°•° "^ •°�-_ VL82 t I I I I I I' I I I I I I GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 250. 9. FOR WIRING DIAGRAM SEE SHEETS 251 AND 252. 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEET 261. Acv m .Ti , I • VI-63, 8 �19�IIIIiflEQ6 RAINIER AVE S „ cc . — -) RLW FYTR — INLET 19 L65 r 1 L64 1 i p 9 TYP 15 - 215' t 13 TYP TYP TO STOP BAR 4 14 100 t -�- 8 TO STOP BAR 10 -1 I. �- i TA I — -- -- — — — — — _ — — — J 18 1g 18 1 FkTR — 11 — — — SEE SHEET 250 FOR ENLARGED DETAIL SIGN SCHEDULE V TYP E L D RIGHT LANE I RI ^HT TURN I MUST OK v L84 15 r I W 00 0 © 00 J O9 10 IV R3 -6 (MODIFIED) a R3 -7 (MODIFIED) D3 -1 R3 -4 I FZ- (30" x 36 ") (48" x 18 ") (30" x 42 ") I u KPG 7539th Ave N 2502 Jefferson Ave Sea81e,WA98109 Tamna.09IW2 (206)286.1640 (253) 627 -0720 xwe.kpg.cam 1. STREET NAME OK ® ExcEPT BUSES I _ • I ,._`uR♦ ,, 00 0 © 00 ® ® O9 10 11 R3 -6 (MODIFIED) D3 -1 R3 -7 (MODIFIED) D3 -1 R3 -4 R10 -30 (MODIFIED) (30" x 36 ") (48" x 18 ") (30" x 42 ") (72" x 18 ") (36" x 36 ") (30" x 36 ") NOTE: 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, REFLECTORIZED WHITE ON GREEN BACKGROUND. 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. T= 3430189 0 5 10 20 40 60 BID SCALE IN FEET DOCUMENTS CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 249 S GRADY WAY TO S 2ND ST PROJECT NO. TEQ4443g30 Pubic Woras Department 7 SIGNALIZATION PLAN DATE: NOV 7(04 APPROV D FOR CONSTRUCTION 3) FED AID NO. CMOto{04 RAINIER AVE S & S 4TH PLACE BY: DATE //2 SHEET NO. 249 OF 304 a z �y a n a O c �a 0 1 { 'p o w O i 0 M 3 in w 0 i i; SEE ALTERNATE SECTION 1 1' SIDEWALK PLANTER , ' RIGHT TURN LANE J � i 4 BAT LANE, RIGHT TURN LANE OR THRU LANE 8' 1 5' 11 0' - 12' 11'- 13'(STA 10 +50 TO 15 +OC 13' (STA 34 +00 TO 36+00) WEST GUTTER REFERENCE FOR 2% MAX _ — ALIGN PROFILES 4 000 00 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS PLANTER (WHERE 1' SIDEWALK SHOWN) 8' 5' - 17' M4 2% MAX_ 4 RAINIER AVE S CONSTRUCTION q THRU LANE THRU LANE LEFT TURN LANE 11' VARIES WIDENING AREA VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS BAT LANE OR RIGHT TURN LANE THRU LANE THRU LANE LEFT TURN LANE 13' 11' 11' 0' - 12' ST GUTTER REFERENCE FOR ALIGN PROFILES 0 00 e 0�JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS PLANTER (WHERE 1' SIDEWALK SHOWN) 000 (` JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS *3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. BAT LANE 11' 12' TYPICAL SECTION A APPROX STA 10 +50 TO STA 15 +00 APPROX STA 34 +00 TO STA 36 +00 NTS RAINIER AVE S CONSTRUCTION MEDIAN 3' -23' WEST MEDIAN REFERENCE FOR ALIGN PROFILES I�. -- J--- - -. -�I \ VARIES 7 10 I--------- - - - - -I WIDENING AREA VARIES AS INDICATED ON PLANS TYPICAL SECTION B APPROX STA 15 +00 TO STA 18 +50 NTS STORM DRAINAGE PIPE LOCATION AND RAINIER AVE S SIZE VARIES AS INDICATED ON PLANS CONSTRUCTION STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS REINFORCED CONCRETE RETAINING WALL SEE WALL PLANS AND DETAILS, SHEETS 28, 34 AND 35. y INUMBERI REVISION DESCRIPTION BY APP. DATE �12 TYPICAL SECTION C APPROX STA 18 +50 TO STA 22 +00 SIDEWALK NTS ALTERNATE SECTION 1 MEDIAN 1,, THRU LANE 1 3' 1 1 11' II J MATERIALS DESCRIPTION 1 Nib 2 6.5" HMA CL )j" PG 70 -22 PLACE IN 2 LIFTS 3 11-14-11 SURVEYED: KPG 4 4" CRUSHED SURFACING BASE COURSE 5 DRAWN BY: JLF PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 1/2" PG 70 -22 �� AND 2" HMA FOR OVERLAY CL 1z° PG 70 -22. SEE DETAIL, DESIGN BY: JLF 6 75391hAvenueN 2502JefemonAvenue CHECK BY: NM SCHEDULE AND DETAILS, SHEET 216. Seattle,WA98109 Tacuma,WA98402 PROJ MGR: JF EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY (206)266.1640 (253) 627 -0720 9 SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION, SHEET 194. www.kpg.com SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 FILE: 0655DTYP01.dwg 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS THRU LANE 11' VARIES BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES / ` - -(77 \- EAST MEDIAN REFERENCE FOR ALIGN PROFILES AND ROADWAY PIVOT POINT WIDENING AREA VARIES z AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS LEFT TURN LANE THRU LANE THRU LANE 0' - 12' 11' 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES PLANTER SIDEWALK 5' 1 8' 2% MAX PLANTER BAT LANE (WHERE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' 13' 5' 8' EAST GUTTER REFERENCE FOR K ALIGN PROFILES �2% MAX SUMP 37 III -III Mq�'. WIDENING AREA VARIES Z`J AS INDICATED ON PLANS 16 4 WATER MAIN PIPE LOCATON AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS PLANTER BAT LANE (WHERE AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS CITY OF RENTON BID Public Works Department DOCUMENTS APPROVED FOR CONSTRUCTION BYr DATE: 4 TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 2, ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. T- 343019 MATERIAL CODE ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL %2 PG 70 -22 2 6.5" HMA CL )j" PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONIC TRAFFIC CURB & GUTTER DATE: (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 1/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL 1z° PG 70 -22. SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR 6" CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY 8 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION, SHEET 194. 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 14 0" TO 3" MAX HMA FOR PRELEVEL CL )i° PG 70 -22 TO ACHIEVE MEDIAN ELEVATION AND POSITIVE DRAINAGE. SEE DETAIL, SHEET 24 16 8.5" CRUSHED SURFACING BASE COURSE RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TYPICAL SECTIONS > z n a n O Z ' J 0 a o � -C w > o W N O 0 19 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM01671046) DATE: NOV 2011 SHEET NO. 19 OF SO4 > z n a n O Z ' J 0 a o � -C w > o W N O 0 a v N N -o 0 0 L7 0 T 0 c� r ;.n 0 c 0 WE 0 0 ..1 U a 0 rn N w w x CD 0 cnr`7 i- w z J x WIRE SCHEDULE �p /so` /�, P1 \ P 0���/`� Q° GP �`G °POD y � G noel 01 2„ 1 2" 11 4 -- - — 2 2 1 3r 2 1 6 -I - - - - 4 3„ 3 - - - -' 6- 3 � -- 3" 1 - 2 !_2j - -- 5 3 �, 3 1 1 3 I 2' 11 3 3 4 4 12 I 2" 6 -5 2 4 . - -- 13 2 4 3 4 4 - -- - -- 7 4 4 - - — 3, 3 2 14 3' 8 2" 3 2 1 4 2 9 ..I! 3„ 1 1 15 4 2 3„ 10 2" 16 2" ! 2 11 3" 12 I 2" 2 . - -- 13 2 2 - 3, 3 4 4 4 14 3' 3„ 3 2 1 3" 2 2 2 1 1 15 3„ 4 16 2" ! 2 2„ 3 17 2" -- -� 6 18 2" 3 2" 6 19 2„ 2 20 21 22 2 3" 1 2 2 2 1 11 2 1 2 2 i 1 1 2 2 1 1 1 1 1 3_ 2 2 - 2 3 24 3" 1 2 2 1 _1_ 5 _ - ISPARE 2 2 " -. -1 27 2' 1 28 2 -3 " SPARE 29 2„ -- 2 — -- - i733U] �i. �71�ilvkr :"d21%00i�iLl:II�GII�RF�k11IO7. NU I tJ: 1. UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL AND FIBER OPTIC CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2" CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN BULL—UNE TAPE. CONSTRUCTION NOTES Oj CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY PRE- EMPTION DETECTOR (PER CDR STD DWG J032), ONE TSP ANTENNA (TO BE FURNISHED AND INSTALLED BY OTHERS), ONE VEHICLE DETECTION CAMERA, TWO REGULATORY AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE WITH PHOTOCELL (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 234) ON THE SIGNAL MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE REGULATORY SIGN, AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. Q2 CONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE WITH MAST ARM. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY PRE- EMPTION DETECTOR (PER COR STD DWG J032), ONE VEHICLE DETEC1ON CAMERA, ONE REGULATORY SIGN AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. Q3 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, TWO REGULATORY AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 234), ON THE SIGNAL MAST ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) ONE PTZ CAMERA AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. ® INSTALL FOUNDATION AND TYPE PS SIGNAL POLE PER CDR STD DWG J021. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (PER CDR STD DWGS J024 AND J025) ON THE POLE. FOR POLE AND FOUNDATION LOCATION SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL POLE WITH MAST ARM. INSTALL TWO VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, ONE REGULATORY SIGN AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. © CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER CDR STD DWG J028 AND FURNISH AND INSTALL TYPE "P" CONTROLLER CABINET, CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 34 +67, 59' RT. SEE SPECIAL PROVISIONS. O7 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE /BPS CABINET PER ILLUMINATION SHEETS. ® SEE ILLUMINATION PLANS FOR EXISTING LUMINAIRE POLE AND ASSOCIATED JUNCTION BOX REMOVAL NOTES. VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 10 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. 11 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 12 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, SIDE MOUNTED ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL PROVISIONS). REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. 13 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO CONTROLLER. 14 EXISTING LUMINAIRE TO REMAIN. SEE ILLUMINATION PLANS FOR WIRING /CONDUIT MODIFICATIONS. 15 INSTALL NEW VEHICLE DETECTION LOOP AS PER CDR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. i6 INSTALL ONE ADVANCED TYPE 711 EMERGENCY PRE- EMPTION DETECTOR ON PREFABRICATED 3/4" THREADED INSERT MOUNTED ON LUMINAIRE POLE (APPROX 20' MOUNTING HEIGHT). FOR LUMINAIRE POLE INSTALLATION DETAILS SEE ILLUMINATION PLANS. 17 CONSTRUCT FOUNDATION AND INSTALL 336A "RAPID RIDE" COMMUNICATION CABINET AS SHOWN IN THE RAPID RIDE CABINET DETAILS ON SHEET 263. CABINET AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OTHERS. COORDINATE CABINET DEUVERY WITH KING COUNTY METRO REPRESENTATIVE. 18 SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WIRING. REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX PER PLANS. MAINTAIN CONNECTIONS TO EXISTING CONDUIT AND WIRING IN 19 BOX. COMPLETE NEW WIRING INSTALLATION PER WARE SCHEDULE ON THIS SHEET. ©0 INSTALL TYPE 25 -TA VAULT WITH FIBER SPLICE ENCLOSURE AND COIL 50 FEET OF EACH FIBER CABLE. SEE DETAILS ON SHEET 265. 21 APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION WITH PSE REPRESENTATIVE. -' /I O\ T=3430190 EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN UNIFORMED POLICE 6 SERVICE "s 7 L� , 2 OFFICER SHALL DIRECT TRAFFIC. 0 5 10 20 40 60 BID ENLARGED SIGNAL DETAIL SCALE IN FEET DOCUMENTS SCALE: 1" = 5' -0" 11 14-11 SURVEYED: KPG 25O P Fqs r ��� .0 RAINIER AVENUE S (SR 167) DRAWING NO. "AS,, DRAWN BY: JM CITY OF RENTON - - C�P` N 9 P . DESIGN BY: JF F E H R & PEERS 7539h Ave N 2502 Jefte son Ave Pub Wor<s Deportment S GRADY WAY TO S 2ND ST PROJECT NO. TED40_3430 o TRANSPORTATION CONSULTANTS Seale. Wp98109 Tacoma, WA 98402 SIGNALIZATION PLAN FED AID NO. CM0167(048) CHECK BY: JF ___ "- 4 Q' i 41'1 A.e . .L c u o m,.�u a (206129E1849 (Zj3) 67T -0%� APP D FOR CONSTRUCTION DATE: NOV 2011 LE PROJMGR: TN � Lt et RAINIER AVE S & S 4TH PLACE fSSI ONAL Ed - -- ,�i sib 2280 �, n � BY: DATE: / flle SHEET NO. 250 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIGOt.dwg 77 - - a a z m a j.�.j o d� i oa c W a .p o w N O a c.. c r. a 3 U C� c� Lr i T 0 0 0 0 c 0 0 rn 0 N i J y 0 a N V 0 a rn 0 0 PED. HEAD 46 741 R 17 742 G -{ 743 W 746 0- 747 B -1 p O_OUmi W . -N (D romro (ow J Z }U(nU O In N (D ADVANCED OPT Al 581 BL7 582 0 583 Y -, PED. HEAD 47 741 R 17 742 G L 743 W 746 0 747 B PED. HEAD 26 721 R � j 17 722 G Ji 723 W- 72 6 0 727 B P.P.B. P.P.B. 724 B — 744 B —, 725 W —i 745 W _ -. CAMERA VC PTZ3 P.P.B. 744 B — 745 W — LUMINAIRE POLE uaanlrr_�sn �m�� ■ PHASES a moc2m3 w Isom = 08 N (M G 0 z 1 (0 (O (O (O (0 m W -I Q (O(Dto - -- ' �C) O G Z W C0 W, }UUIU 0 USED 0 B WALK B , 72 R COM o W00033 a 2 721 = SPARE NTO* 781 I1 UD W J (0(Dwm(D 783 -0 726 t� SPARE Q (D (D (D (D (D R-651 Z E C0 (L' }UNU N 65 G °a o =oOm3 w 65 _ I NM�(D 656 W Q (01 i -- R -0 622 0 - G U G }U nU 62 B -- - ADVANCED OPT Al 581 BL7 582 0 583 Y -, PED. HEAD 47 741 R 17 742 G L 743 W 746 0 747 B PED. HEAD 26 721 R � j 17 722 G Ji 723 W- 72 6 0 727 B P.P.B. P.P.B. 724 B — 744 B —, 725 W —i 745 W _ -. CAMERA VC PTZ3 P.P.B. 744 B — 745 W — LUMINAIRE POLE uaanlrr_�sn �m�� ■ PHASES A B NOT C Isom - D 08 ■ 64 G z 1 B [HIM W=64 K W ©I -MFR - -- ' G 743 G NOT W P112 W, 747 0 USED 0 B WALK B , 72 R COM o -R G 2 721 767 SPARE 781 I1 723 W WALK 783 -0 726 t� SPARE 787 ■ R-651 E M CAMERA VB OPT D OPT B MBI 584 BL 0 585 0 Y 586 Y Ir' FIELD WIRE TERMINATIONS CAMERA SIGNAL HEAD VD 82 PED. HEAD 66 P.P.B. P.P.B. IIW-- R R 764 B— 784 B 0 G 765 W 785 W NIB G W B0 - -- -- , - - - PED. HEAD 87 TERMINAL CABINET 781 R L _-_.R 761 R— 17 782 G -- -G 762 G— 783 W W 763 W- 786-0 L0 766 0- 787 B B 767 B— PED. HEAD 67 761 R 17 762 G 763 W - 766 0 767 B 0 U N N CAMERA PTZ - 2C(SH) 5C 5C SIGNAL HEAD 42 SIGNAL HEAD 41 641 R R 641 -R — Y 642 0 Y-642-0 G 643 G - G 643-G S 644 B- S 644 B 1 C 646 W- C 646 W -1� POLE 3 PHASE SEQUENCE DIAGRAM 61 09 01 04 PHASES A B NOT C Isom - D 08 ' 64 G z 1 B [HIM W=64 K W ©I -MFR - -- ' G 743 G NOT W Ir' FIELD WIRE TERMINATIONS CAMERA SIGNAL HEAD VD 82 PED. HEAD 66 P.P.B. P.P.B. IIW-- R R 764 B— 784 B 0 G 765 W 785 W NIB G W B0 - -- -- , - - - PED. HEAD 87 TERMINAL CABINET 781 R L _-_.R 761 R— 17 782 G -- -G 762 G— 783 W W 763 W- 786-0 L0 766 0- 787 B B 767 B— PED. HEAD 67 761 R 17 762 G 763 W - 766 0 767 B 0 U N N CAMERA PTZ - 2C(SH) 5C 5C SIGNAL HEAD 42 SIGNAL HEAD 41 641 R R 641 -R — Y 642 0 Y-642-0 G 643 G - G 643-G S 644 B- S 644 B 1 C 646 W- C 646 W -1� POLE 3 PHASE SEQUENCE DIAGRAM 61 09 01 04 05 06 07 08 EVPE SCHEDULE # PHASES A B NOT C 06 &01 - D 08 --G 64 G z 1 B USED W=64 K W R -MFR - -- G 743 G NOT W P112 W, 747 0 USED 0 B WALK B , 72 R COM 05 06 07 08 EVPE SCHEDULE # PHASES A B 02 & 05 04 C 06 &01 - D 08 J -BOX 11a11MEW —R=641 DONT R TED403430 —0=64 WALK 0 R --G 64 G B 64 B 727 W=64 W W R -MFR - -- G 743 G 786 W P112 W, 747 0 761 0 B WALK B , 72 G R_ 781 R— G G-, W 783 W -0 786 0 -- -B 787 B —SR 681 R -t0 682-0 G 68 G B 68 B -- W 686 W POLE 5 �- - OPTICOM 0 Z -B J -BOX POLE 2 a W M = U N U N U U � N U N J -BOX PED. HEAD 86 781 R - 17 78783 2 c W 786 0 787 B-- PED. HEAD 27 p� R 17 722 G - 723 W 726 0 - 727 B - - in FT_FT_F__ p woom3 W Nn It (D _ uT (n (n (n (n UD (C) QD J Z 0! }UNU c� N N < Ld = NMd D J NNNNN Q (D (0 rD (O (O z N N N o Ia o oc�m3 = NM�(D - J NNNNN Q w (D (D to (D Z C.0 � }C.ONU U OPT C OPT A CAMERA 587 BL 581 BL 1 VA 588 0 582 0 1 589 Y L5L83 Y - P.P.B. P.P.B. 725 w -- 784 TERMINAL CABINET M DONT PROJECT NO. TED403430 R WALK DATE: R p l l I I COM G 782 G 727 I¢ 741 W 783 W I WALK J NN 743 0 786 0 ,, SPARE 747 z 761 Si U WALK 72 R COM o -R G 2 721 767 SPARE 781 W 723 W WALK 783 -0 726 0 SPARE 787 SPARE R-651 R- 65 G B 65 B -' - -- W 656 W 621 R -- R -0 622 0 - G 623 G 62 B -- - B M DONT PROJECT NO. TED403430 722 WALK DATE: Imo. p�011 p l l I I COM ofoOm3 SPARE 727 I¢ 741 N = NUC4 742 WALK J NN 743 COM n Q U(O SPARE 747 z 761 Si U WALK N V 5C 5C 5C N OPTICOM SC _ 5C _ -_ 2C(SH) 2C(SH) - - - -� - _ -- 2C(SH) 2C(SH) _ - -- IC CAMERA - CAMERA - -- -- - -_ OPTICOM OPTICOM -- OPTICOM OPTICOM - -- - 11- '14 "'11 SURVEYED: KPG J -BOX INPUT SEE SHEET 252 FOR VIDEO AND LOOP DETECTION INPUTS IIII I I I N s A Os GRC 2 B C o s GRC 2. 0 C o 's GRC F- 006 2. D GRC 724 B 725 W 744 B d 745=W D_ 764 B 765 W 784 B 785 W 0 Y 3L 0 3L 3L 0 Y - 3L - 0j Y ci i I, OPTICOM - -- OPTICOM -- - -. - - - -5C— 5C - -- - 2C(SH) CAMERA - -- 2C(SH) 5C--- - _ -5C - 5C - -- -- - - - -_- _. -_ 2C(SH) - 5C rz CAMERA -- - - -- -- ____.__ - 5C - - - - 5c - OPTICOM _- _- 5C 2C(SH).. 5C 1 -- - --- 2C(SH)_ J -- - - - - CAMERA —_— oPncoM - OPTICOM _ O,Z?(,a w "F�Sg2 DRAWN BV _ JM Kp� CITY OF RENTON RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ay DESIGN BY: JF e+� PL ic'Noss Deportment F E H R& PEERS 75391hAveN 25o2 Jefferson Ave p CHECK BY: JF TRANSPORTATION CONSULTANTS Sea01e, WA 98109 TaCema,WA9W2 WIRING DIAGRAM ,p se n a �� Ypi an niece. cm. APP D FOR CONSTRUCTION T(pF. �v, PROJMGR: TN_ sL.�a <� _U (2os)2as -lsao 12so)szr -0�2o RAINIER AVE S & S 4TH PLACE FSSrONAL EN('\ �°1iie A Ma 4 (^ �' � www. N.COM 13 DATE: A' NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg A �� OUTPUT =R G W = 0 =B =R = G —W = 0 =6 = R =G W =0 — B -R G =w 0 =B 721 DONT PROJECT NO. TED403430 722 WALK DATE: Imo. p�011 723 COM 726 SPARE 727 SPARE 741 DONT 742 WALK 743 COM 746 SPARE 747 SPARE 761 DONT 762 WALK 763 COM o 766 SPARE 767 SPARE 781 DON; 782 WALK 783 COM s 786 SPARE 787 SPARE BID DOCUMENTS DRAWING NO. 251 PROJECT NO. TED403430 FED AID NO. CM0167(048) DATE: Imo. p�011 SHEET NO. 251 OF 304 a z >y '< m /y Oc C) N _y o -c 0 w N_ O VC _. -- ------ - -_ -_. VIDEO PTZ3 -� PTZ i VB 2C(SH) 52 - -- -- 2C(SH) 24 VIDEO - 2C(SH) 83 VD I a a 0 m w N N O w 0 5 L1 MVA VIDEO 2C(SH) 1 2C(SH) f VIDEO - PTZ - VIDEO 2C(SH) - 2C(SH) VIDEO - -- - -- 2C(SH) 83 -- W- DETECTION INPUT TERMINALS TR 9 TR 3 816 1 11D OlU 817 2 HE 818 3 I1J 01L 819 4 11K 921 5 12D 02U 922 6 12E nnz � ro i 05U J1D 1 856 J1E 1 2 1857 05L 111 3 858 JiK 4 859 06U J2D 5 961 J2E 6 962 i ------- - -_._- - - j,- _-- - - - - -_ j PTZ3 NOTE: COORDINATE FINAL CONNECTION OF VIDEO DETECTION CABLES IN CABINET WITH CITY OF RENTON. L53 L84 Tm3430192 BID DOCUMENTS -Il ia-ll SURVEYED: KPG 2Cn P F,y DRAWN BY: JM Kp� ¢' CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. GJG aF wnsH� S _u S GRADY WAY TO S 2ND ST PROJECT NO. TED403439 _ DESIGN BY: — JF — F E H R & PEERS 753911 Ave N 2502 Jefferson Ave Pubic Wor<s Deperlmeni FED AID NO. CM01�048) o TRANSPORTATION CONSULTANTS SeaBk,WA98109 Tacoma, WA 98402 DETECTION INPUT WIRING CHECK BY J_F T 4v� bJ�4to A +� . °u° h.".eU (208)25E1540 (253)627 -0720 APP V FOR CONSTRUCTION DATE: jJ01r2011. �F CsT0S �� PROJMGR _TN____ & :I.4pp u, RAINIER AVE S & S 4TH PLACE S% AL ENS eaiti oroWA 98 4 SY: DATE: SHEET NO. 252 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwq - "" - /2 a a `z �y a n m Oa G C N /a a 'C ^W O N O z c c a a 3 c v: 0 i I 0 i 0 0 rn 0 10 i r a i N J y 0 m 0 0 GENERAL NOTES SIGNAL HEAD ASSIGNMENTS PHASE SEQUENCE DIAGRAM 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, 01 02 03 04 STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE . 12" 12" CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. . " O 12" CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 12 I 456 -2701 PRIOR TO INSTALLATION OF METER BASE. / 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT G c��► TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. NOT 12 . 12 USED 05 06 07 08 -� N NOT USED VEHICLE MOVEMENT THE ENGINEER PRIOR TO INSTALLATION.► 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE MOUNTING TYPE L", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES H , K , # PHASES "F ", OR "D" (PER PLANS) AND POST TOP MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "F" OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE A 02 & 05 VL42 t/L41 YELLOW COLOR PER SPECIAL PROVISIONS. B 04 `•: `• 06 & 01 C it 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE C 08 - 8 TYP EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A ", "B ", "C ", OR "D" MOUNTINGS ccG (PER PLANS). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND 18 10 t'i�, 12 TYP SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL 3 HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. c9 6 RAINIER AVE S 9 10 2 12 4 _ _ - — _. - - -- - -- cc CCG -- - - - -- — — -- - - --- — i . owr_ - - - 81 5 15 7 15 15 i � 1 63 9 10 V! 3- T 215' t_ 'TO STOP BAR 116 11 3 _ VL62 7 16 10 - 1 t4 L65 15 TO STOP BAR TYP 8 12 TYP 61 F. VL61 14 TYP 12 L64 14 12 TYP 14 2 VLI I _ 1 41 2 43 1 MIC .a L52 VL51 .:.::::::::. 51 80 t 215 t / - 1` 11 6 E'Ai 12 TYP 8 TYP -O I TO ST P BAR TO STOP BAR L21 II1t 1� F 21 EVPE C L24 15 L25 10 2 7 10 12 10 ��� 9 10 9 - - - 7 15 71 cc _ �'ac\ 10 10 - Cc 15 - - - - — - - — - - - -- - - - - - - — VL23 ... ::.. 1- 1 EVPE B . DwT v` oWY .- 23 J CC a ., PK66_ _ CC 41 10 F� -- -- T--------- RA------ T--- - - - - -- 25-u EVPE D 8 �i 0 ��_— _ R/W LEGEND - -- - — - - \ 12 TYP 4 EXISTING - - - T=3430193 N W DESCRIPTION NEW DESCRIPTION \ p �____ @wiiiiiiiiiiI. SIGNAL POLE IIIIIIIIIIIINIII VEHICLE DETECTION CAMERA " 9 cc iI SIGN SCHEDULE SIGNAL POLE TYPE PPB x O m I9 O 0 JUNCTION BOX TYPE 1, 2, 8 ExtR TYP 8a i 1 90 DECORATIVE ROADWAY LUMINAIRE Cs ® ELECTRICAL SERVICE CABINET / ` :: 1 , l - ► � 1 : `t 1 0 - -- - -- F4Z LUMINAIRE TRAFFIC CABINET CCG VAULT SIGNAL HEAD e T RY' onI oT aE L D aN j FxcENt VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) ® IRRIGATION CONTROLLER CABINET SEE SHEET 254 FOR J 1 VL81 VL82 -- CONDUIT TE ENLARGED DETAIL 10 1 O O O O O3 OO O O 00 TENON (FUTURE HEAD LOCATION) 0 , 1 i 5 2 6 4 8 9 10 D3 -1 R3 -6 (MODIFIED) D3 -1 R3 -7 (MODIFIED) R3 -4 R10 -30 (MODIFIED) -+.. PEDESTRIAN SIGNAL HEAD CONSTRUCTION NOTE 1 (72" x 18^ (30" x 42 ") (36" x 36" O � ) (30" x 36 ") (48" x 18 ") ) (30" x 36 ") -1, EVPE O POLE CONSTRUCTION NOTE ° w 1 j: MAST ARM /POLE MOUNTED SIGN 1 0 °' Wj NOTE: O O SIGN NOTE o N ` 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, REFLECTORIZED WHITE ON GREEN BACKGROUND. VEHICLE DETECTION LOOP 1 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. VEHICLE DETECTION ZONE (SHOWN O FOR REFERENCE ONLY) EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY 1 L83 14 L84 OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN 1 N 0 5 10 20 40 60 BID UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. ` 1 SCALE IN FEET DOCUMENTS 1 -14 -1� SURVEYED: KP-G AGO 0` WA�gsq� DRAWN BY JM. __ Kp� 3 CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. _. - : DESIGN BV JF — Worxs Deportment S GRADY WAY TO S 2ND ST PROJECTNO. LE00343 -0 FEHR PEERS 7539mAveN 2502Je6ersonA" Pub CHECK BY: JF_— TRANSPORTATION CONSULTANTS �yqM, WA98109 TRCana WA 96402 SIGNALIZATION PLAN FED AID NO. CMO167(o48) e 46 n o �Q' mi a;., A. . -.a " c'w'd...o APPROV D FOR CONSTRUCTION DATE: NOV 2011 Fci TEe PROJ MGR. TIN s <¢o (206)2861640 (253)627 -0720 ITS EN�`� ,;s,s;ng�°�° Gu..° xwN.kpg.c«R �_, / RANIER AVE S & S 3RD PLACE NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg •^ n BY: DATE: �/ /e- SHEET NO. _- OF 304 a z �y m /y zj O zj n rn wCal w o O z TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. O 12 . 12 05 06 07 08 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY —► VEHICLE MOVEMENT THE ENGINEER PRIOR TO INSTALLATION.► 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS: PEDESTRIAN MOVEMENT CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. #21, 22, 23, 41, #11 & 51 #26, 27, 46, 47, 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND 42, 61, 62, 63, 66, 67, 86 & 87 ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 81 & 82 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 254. 9. FOR WIRING DIAGRAM SEE SHEETS 255 AND 256. NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE EVPE SCHEDULE 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEET 261' DOORS AND 5" BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE CCG MOUNTING TYPE L", POLE MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPES H , K , # PHASES "F ", OR "D" (PER PLANS) AND POST TOP MOUNTED SIGNAL HEADS SHALL USE MOUNTING TYPE "F" OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE A 02 & 05 VL42 t/L41 YELLOW COLOR PER SPECIAL PROVISIONS. B 04 `•: `• 06 & 01 C it 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE C 08 - 8 TYP EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A ", "B ", "C ", OR "D" MOUNTINGS ccG (PER PLANS). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND 18 10 t'i�, 12 TYP SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL 3 HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. c9 6 RAINIER AVE S 9 10 2 12 4 _ _ - — _. - - -- - -- cc CCG -- - - - -- — — -- - - --- — i . owr_ - - - 81 5 15 7 15 15 i � 1 63 9 10 V! 3- T 215' t_ 'TO STOP BAR 116 11 3 _ VL62 7 16 10 - 1 t4 L65 15 TO STOP BAR TYP 8 12 TYP 61 F. VL61 14 TYP 12 L64 14 12 TYP 14 2 VLI I _ 1 41 2 43 1 MIC .a L52 VL51 .:.::::::::. 51 80 t 215 t / - 1` 11 6 E'Ai 12 TYP 8 TYP -O I TO ST P BAR TO STOP BAR L21 II1t 1� F 21 EVPE C L24 15 L25 10 2 7 10 12 10 ��� 9 10 9 - - - 7 15 71 cc _ �'ac\ 10 10 - Cc 15 - - - - — - - — - - - -- - - - - - - — VL23 ... ::.. 1- 1 EVPE B . DwT v` oWY .- 23 J CC a ., PK66_ _ CC 41 10 F� -- -- T--------- RA------ T--- - - - - -- 25-u EVPE D 8 �i 0 ��_— _ R/W LEGEND - -- - — - - \ 12 TYP 4 EXISTING - - - T=3430193 N W DESCRIPTION NEW DESCRIPTION \ p �____ @wiiiiiiiiiiI. SIGNAL POLE IIIIIIIIIIIINIII VEHICLE DETECTION CAMERA " 9 cc iI SIGN SCHEDULE SIGNAL POLE TYPE PPB x O m I9 O 0 JUNCTION BOX TYPE 1, 2, 8 ExtR TYP 8a i 1 90 DECORATIVE ROADWAY LUMINAIRE Cs ® ELECTRICAL SERVICE CABINET / ` :: 1 , l - ► � 1 : `t 1 0 - -- - -- F4Z LUMINAIRE TRAFFIC CABINET CCG VAULT SIGNAL HEAD e T RY' onI oT aE L D aN j FxcENt VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) ® IRRIGATION CONTROLLER CABINET SEE SHEET 254 FOR J 1 VL81 VL82 -- CONDUIT TE ENLARGED DETAIL 10 1 O O O O O3 OO O O 00 TENON (FUTURE HEAD LOCATION) 0 , 1 i 5 2 6 4 8 9 10 D3 -1 R3 -6 (MODIFIED) D3 -1 R3 -7 (MODIFIED) R3 -4 R10 -30 (MODIFIED) -+.. PEDESTRIAN SIGNAL HEAD CONSTRUCTION NOTE 1 (72" x 18^ (30" x 42 ") (36" x 36" O � ) (30" x 36 ") (48" x 18 ") ) (30" x 36 ") -1, EVPE O POLE CONSTRUCTION NOTE ° w 1 j: MAST ARM /POLE MOUNTED SIGN 1 0 °' Wj NOTE: O O SIGN NOTE o N ` 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, REFLECTORIZED WHITE ON GREEN BACKGROUND. VEHICLE DETECTION LOOP 1 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. VEHICLE DETECTION ZONE (SHOWN O FOR REFERENCE ONLY) EXISTING TRAFFIC SIGNAL SHALL REMAIN FULLY 1 L83 14 L84 OPERATIONAL UNTIL DAY OF CHANGEOVER WHEN 1 N 0 5 10 20 40 60 BID UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC. ` 1 SCALE IN FEET DOCUMENTS 1 -14 -1� SURVEYED: KP-G AGO 0` WA�gsq� DRAWN BY JM. __ Kp� 3 CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. _. - : DESIGN BV JF — Worxs Deportment S GRADY WAY TO S 2ND ST PROJECTNO. LE00343 -0 FEHR PEERS 7539mAveN 2502Je6ersonA" Pub CHECK BY: JF_— TRANSPORTATION CONSULTANTS �yqM, WA98109 TRCana WA 96402 SIGNALIZATION PLAN FED AID NO. CMO167(o48) e 46 n o �Q' mi a;., A. . -.a " c'w'd...o APPROV D FOR CONSTRUCTION DATE: NOV 2011 Fci TEe PROJ MGR. TIN s <¢o (206)2861640 (253)627 -0720 ITS EN�`� ,;s,s;ng�°�° Gu..° xwN.kpg.c«R �_, / RANIER AVE S & S 3RD PLACE NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg •^ n BY: DATE: �/ /e- SHEET NO. _- OF 304 a z �y m /y zj O zj n rn wCal w o O z rL N 0 N v C'J Q CD T Q V J F N I 0 i 0 0 rn 0 0 a U O d rn 0 0 WIRE SCHEDULE tie Qk/ y o� 05 `•Z1 ��' �L4 Vp tiheNa, 0�1x °° 5� e� N � c 1 2" 2_ — 2" - 4 2 2 . -3 3 1 4" 4- 6 -6 6- 4 4 - - NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL AND FIBER OPTIC CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2" CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE 'WIRE NOTES). SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON* AND SHALL CONTAIN BULL—UNE TAPE. CONSTRUCTION NOTES O1 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY PRE- EMPT10N DETECTOR (PER CDR STD DWG J032) ONE VEHICLE DETECTION CAMERA, ONE REGULATORY SIGN, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE WITH PHOTOCELL (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 235) ON THE SIGNAL MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. 02 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, TWO REGULATORY AND ONE STREET NAME SIGNS ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 235) ON THE SIGNAL MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE REGULATORY SIGN, AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. O3 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL TWO VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, ONE REGULATORY SIGN, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 235) ON THE SIGNAL MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261 AND SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE TYPE 722 EMERGENCY PRE- EMPHON DETECTOR (PER COR STD DWG J032), ONE VEHICLE DETECTION CAMERA, TWO REGULATORY AND ONE STREET NAME SIGNS ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 235) ON THE SIGNAL MAST ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE REGULATORY SIGN, AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEETS 261, 262 AND SPECIAL PROVISIONS. O CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER COR STD DWG J028 AND FURNISH AND INSTALL TYPE "P" CONTROLLER CABINET, CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 40 +90, 62' RT. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE /BPS CABINET PER ILLUMINATION SHEETS. 70 REMOVE EXISTING FOUNDATION, LUMINAIRE POLE AND ASSOCIATED JUNCTION BOX PER ILLUMINATION PLANS. ® VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. Q9 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. 10 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. 11 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, BRACKET MOUNTED ELECTRICAL SERVICE AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL PROVISIONS). REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. 12 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO CONTROLLER. 13 EXISTING JUNCTION BOX TO REMAIN. FOR WIRING /CONDUIT MODIFICATIONS SEE WIRE SCHEDULE THIS SHEET. 14 INSTALL NEW VEHICLE DETECTION LOOP AS PER CDR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. 15 SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WIRING. 16 INSTALL TYPE 25 -TA VAULT WITH FIBER SPLICE ENCLOSURE AND COIL 50 FEET OF EACH FIBER CABLE. SEE DETAILS ON SHEET 265. 17 INSTALL IRRIGATION CONTROLLER CABINET AND ASSOCIATED CONDUIT /WIRING PER IRRIGATION PLANS. 18 APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION WITH PSE REPRESENTATIVE. �T- 25- TA SERVICE "S4 "(,2.Y \ T= 3430194 17 �R ENLARGED SIGNAL DETAIL BID SCALE: 1"= 5' -0" DOCUMENTS 11 -14 -n SURVEYED: KPG 254 o "FA °9G DRAWN BY JM FEHRaTISt PEERS 753iAiJeBe CITY OF RENTON RAINIER AVENUES (SR 167) DRAwINGNO. S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY' JF Pub 1c `NOras Department CHECK BY. JP Sea&.WA98109 Tacoma, WA 98402 SIGNALIZATION PLAN FED AID NO. CM0167L048) v <r, n a 4Q' W 4n M.. °,°,.`�'' ° `°^r°,,. ri. (206I2W1640 (25.31627 -0720 APPROV FOR CONSTRUCTION DATE: NOV 2011 0i. fp, t[0.0 �4. PROJ MGR' TN RANIER AVE S & S 3RD PLACE FS3 /oNa�EN -- isi4220 < °v �'km' SHEET NO. 254 - OF 304 - NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg ^ ^•G BY: DATE// /Z a z n a < jrj h /�I O G n � '> ~ o O N_ O J 0 a vi a 0 0 PED. HEAD 67 761 R - 17 7s2 G 763 W 766 0 767 B PED. HEAD 46 7 q R - 7 7G - 743 W 746 0 - 747 B p ItO0m3 W NMd 0 =t000com U, t0 t0 c0 t0 J Z rc�cn0 CD N N Uj CCOUm3 = "'no J f0 l0 (O (O z U >-Owu lud CC OCO CO3 = NM�tO J t0 t0 to t0 t0 t0 t0 Q t0 t0 t0 z (7 } CO n U to I I p I I Q CCOCOm3 W = Nf7'�rt0 .._ z U }CO tnU N CAMERA C vMCERA VD SIGNAL HEAD 81 SIGNAL HEAD 82 PED. HEAD 66 P•P•B• P.P.B. IG 681 R R 681 R -, E R66 R- 17 764 B 784 B -- 68 0 Y 68 0 "� W 765 W 785 W— 68 G G 6 8 G P.P.B. 68 B- S 68 B 0 745 W -- 68 W C 686-W B - - - TERMINAL CABINET ED. HEAD 87 P.P.B. P, 781 R - - - R R - 764 B— 1 7 783 W; C-762 G 765 W — - 763 CABINET R 1741 1 R PHASE SEQUENCE DIAGRAM 01 02 03 04 c� E 0 - , B - W -O B-767 -- R - -G W 0 B 766 781 W— 0--- B - -1 R-1 G 0� B 04 782 783 786 787 CABINET R 1741 1 R PHASE SEQUENCE DIAGRAM 01 02 03 04 c� I A NOT B 04 Z 06 &01 D CABINET R 1741 1 R PHASE SEQUENCE DIAGRAM 01 02 03 04 c� ► A NOT B 04 Z 06 &01 D USED I l —► R —� tO l0 R t0 G 742 G — 742 UD W 743 W COM USED 746 z -R= 661 R— V - -0 66 0— G 66 G B 6 B POLE 2 W 66 W CAMERA R 611 R - 2C(SH) 0 612 0 I 2C(SH) - G 613 G 5c 5C - -w W 616 W (71 5C - - - - -5C _._. ___._._. SIGNAL HEAD 42 SIGNAL HEAD 41 641 R R R -1 Y 642-0 0 G 643 G - G PED. HEAD 47 S 644 B B C 646 W - W 'Ej R - G W0 B -- PED. HEAD 26 721 R ��722G� 723 W- 726 0 727 B - P.P.B. P.P.B. 724 B 744 B- 725 W LktZ45 W ---I CAMERA VB OPT D OPT B ffBIL 584 BL 0 585 0 y - 586 y - 05 06 07 08 EVPE SCHEDULE # PHASES A 02 & 05 B 04 C 06 &01 D 08 TERMINAL CABINET — — — - B - -W 644r 646 B W — tt -14 -11 F 0 wnsro�S9 e Q, R'C' TTCac° �fy� es'S10NAL ENGN SURVEYED: . - -KPG DRAWN BY _. - -JIM _ -. DESIGN BY: JF CHECK BY: _— JF PROJ MGR: TN FILE: 0655DSIGOt.dwg fP FEHR & PEERS TRANSPORTATION CONSULTANTS W 4e 1Ave .. S2al1'e. WA 99150 r.emc• y=; unconv ¢u'i oie-4eZU N Ma�tO I l 741 R —� tO l0 R t0 G 742 G — 742 UD W 743 W COM 0 746 z wr(O SPARE B 747 B — c� 762 NUMBER REVISION DESCRIPTION APP. DATE R 766 G w 767 SPARE = 781 ]IG -0 782 WALK W NNNNN 783 COM CO 786 Q B (O — f0 POLE 1 POLE 3 J -BOX PED. HEAD 86 OPT C OPT A CAMERA 781 R 587 BL 581 BL- VA d 7 782 G 588 0-1 582 0 - a 786 0 589 y 583 Y PED. HEAD 27 B kH g726 R P.P.B. P.P.B. G 724 B — 784 B 0 725 W -- 785 W B U-) FT-F-FT p �oc�m3 722 tt -14 -11 F 0 wnsro�S9 e Q, R'C' TTCac° �fy� es'S10NAL ENGN SURVEYED: . - -KPG DRAWN BY _. - -JIM _ -. DESIGN BY: JF CHECK BY: _— JF PROJ MGR: TN FILE: 0655DSIGOt.dwg fP FEHR & PEERS TRANSPORTATION CONSULTANTS W 4e 1Ave .. S2al1'e. WA 99150 r.emc• y=; unconv ¢u'i oie-4eZU N Ma�tO I l = l<7 tO l0 t0 t0 741 DONT c 742 UD (C) J 743 COM 746 SPARE z wr(O SPARE V)U DONT c� 762 NUMBER REVISION DESCRIPTION BY APP. DATE PED. HEAD 86 OPT C OPT A CAMERA 781 R 587 BL 581 BL- VA d 7 782 G 588 0-1 582 0 - a 786 0 589 y 583 Y PED. HEAD 27 B kH g726 R P.P.B. P.P.B. G 724 B — 784 B 0 725 W -- 785 W B U-) FT-F-FT p �oc�m3 722 WALK W CM019") N Ma�tO I l = l<7 tO l0 t0 t0 741 DONT c 742 UD (C) J 743 COM 746 SPARE z wr(O SPARE V)U DONT c� 762 WALK N 763 °a a 766 Of 0OM3: w 767 SPARE = 781 NM�to 782 WALK J NNNNN 783 COM CO 786 Q (O (O (O f0 (O z (7 !r } U!n U N 04 p I I I M00(133: tQ = NMsh tO J NNNNN Q (O c0 U (O tD z o� }c2nU rn ro N Q LOUm3 w = N704 t0 J NNNNN �O�to com z COQ }COnU U J -BOX �Z_ 1 7539@ Ave N 2502 Jefferson Ave Sealtle,WA98109 TaCOma,WA98402 (206)2861640 (253) 627 -0720 ISWA'.g1Q.COfn TERMINAL CABINET —R 781 R -1 G 782 G —W 783 W —0 786 0 I —B 787 B-� — R 721 R —G 722 G-� 723 W —0 0; —8-727 B -- -- -R 651 R —0 65 0� —G 65 G- S 65 B —W 656 W — R 621 R —0 622 0� G 623 G B 62 B W 626 W -t N 1 � U U � y � I POLE 4 a W O U U 0 0 U a g0 I� � N J N 0 U W p M O U F a 0 INPUT T- 3430195 SEE SHEET 256 FOR VIDEO AND LOOP DETECTION INPUTS OUTPUT R -O -W B G - -W �B R � G W 0 B R Gz W =0 r - -- B 724 z B 725 W 744 z B a 745 z W D 764 Z B 765 z W 784 B 785 W III DONT DRAWING NO. 722 WALK FED AID NO. CM019") 723 COM I l l i l l sc -- eC - - 5c - — - 5c - �- CAMERA -- - - - -- - 2C(SH) - - 2C(SH) -- -- -5c - - 5C -- 2C(SH)CAMERA -� - - - -5C -- - - - 5C -. 721 DONT DRAWING NO. 722 WALK FED AID NO. CM019") 723 COM SHEETNO. 255 OF 304 N s 726 ARE 727 SPARE 741 DONT c 742 WALK 743 COM 746 SPARE 747 SPARE 761 DONT 762 WALK 763 COM a 766 SPARE 767 SPARE 781 DONT 782 WALK 783 COM CO 786 SPARE 787 SPARE R 0 I B W R r— 0 G -B R 0 �I G B W - -R o G B W R 0 G B W �0 G -W R j 0 G W RO -G l Ew illlllill sc 5c - - -- - - -- 5c -.. -- - -- - - - _ - - 5c - - - - 5C 2C(SH) - r- - 2C(SH) - - -__._ ._.._- .CAMERA - - - - -_ OPTICOM -- _. OPTICOM c1 CITY OF RENTON RAINIER AVENUE S (SR 167) Pubic Works Department S GRADY WAY TO S 2ND ST APPROVW FOR CONSTRUCTION WIRING DIAGRAM BY: DATE /W /Z RAINIER AVE S & S 3RD PLACE BID DOCUMENTS 255 DRAWING NO. PROJECT NO. TED403430 FED AID NO. CM019") DATE: -U 201 -Z SHEETNO. 255 OF 304 z by n /�I rn a O c. y� 1 �CNd 1 -DG o O c 0 a 0 i z L52 O L244 L25 VC W VIDEO i VB - -- 2C(SH) 52 -- - - - - -- 2C(SH) 24 VIDEO - i b L83 L84 I NOTE: COORDINATE FINAL CONNECTION OF VIDEO DETECTION CABLES IN CABINET WITH CITY OF RENTON. T- 3430196 BID DOCUMENTS 11 -14 -1� SURVEYED: — _KPG_ -- C P'WF�q ��� 916 RAINIER AVENUE S (SR 167) DRAWING NO. 256 _ DRAWN BY: __Jm CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. rEDao3439 - I DESIGN BY: ___JF PEERS Pub lc Works Department F E H R 75391h Ave N 2502 Jeflersen Ave CHECK BY: .IF — TRANSPORTATION CONSULTANTS Seattle, WA 98109 Tacoma, WA 98402 DETECTION INPUT WIRING FED AID NO. C_011 a 46 n o �Q' Wl 4m A%e�,.e. au �, AP PR FOR CONSTRUCTION DATE: NOV N OIt 4 E�1 ,ERE ?� PROJMGR: TN S,,re4pp �, - (206128fr1549 (2531627 -0720 RAINIER AVE S & S 3RD PLACE F3S /ONAI ENO\ eii;;;,e ce6i5u m www.kpg.00m BY DATE/ �i SHEET NO. 256 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg Ly �t a a z �y a u, O n' v, GC) N v ZE o w N O Z 0 a rn 3 a N 0 -Si SIGNAL HEAD ASSIGNMENTS O 12" rrr R 12" 12" OY 12" h It 17 l Y 12" � 12" O 12" _ O 12" 12" 12" PEDESTRIAN HEADS: #26, 27, 36, 37, 46, 47, 66 & 67 VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: #21, 22, 43, 61, #11, 41, 51 /OLC, & #42 JIL 62, 63 52/01C 06 &01 NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "L" AND POLE MOUNTED VEHICLE SIGNAL HEADS SHALL USE i MOUNTING TYPES "H ", "K ", "F" OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A ", "B ", "C" OR "D" (PER PLANS) MOUNTINGS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN TYPE AND SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. AVE S p - ,'RAINIER PHASE SEQUENCE DIAGRAM 01 09 03 04 Z PHASES A oA JIL 04 C 06 &01 i NOT NOT USED USED 05 06 07 08 —► VEHICLE MOVEMENT OVERLAPPED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT EVPE SCHEDULE # PHASES A 02 & 05 B 04 C 06 &01 S / co �V L46 D n 5 L44 � Q 16 TYP h m � - i ti L; x ADVANCED EVPE B1 17 12 / W43 VL42 VL41 r 5 % VL47 13 TYv ® -- ,fi GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. 2. U1ILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456 -2701 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) 430 -7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER CDR STD PLAN #127. 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 258. 9. FOR WIRING DIAGRAM SEE SHEETS 259 AND 260. 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEETS 261 AND 262. i I 3 � T=3430197 1 _ \ - - - - _ _ 8 14 0 0 61 / 1 :` 4L63 62 / t 215' f _ a = VC ff / A f / TO STOP BAR 9 TYP J �/ 13 TYP 2 \ 1 / 7 -5'. LC .... VL6 � AVF 16 L53 44 45 VL51 ::._:._... �: \� 4 `\ VL61 iii VL52 ....... .. 13 4 / 7 / �\ J r i \ 4 „ F 16 TYP ° LC L J L54 E -. / r E A r - VL2E 481 e TO STOP BAR 11 LV :1121 L23 L J 11 185 f F- -1 L24 1 2 VL22 ............... 3 ( // gTOp 6 \ -� -- - -- _�•_- r= -' -� - ._. ___ _> . ,Y =_ - -mot- ,. � - _ _ � _ _ - .z. -;��. �,, � 11 L _ - — _ _7 ` .� —*- -r- --- .. >� ','+ICI .... 'v� /�. - -- ®:�CS� -` - l�.'•r I/ '�2 �r �a i. �� 1 � � R `� ..0 .� �'`� L64 4 . LEGEND z z, / \ S i 10 EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION a SIGNAL POLE VEHICLE DETECTION CAMERA - �� T4 Sj /S'f 0 0 SIGNAL POLE TYPE PS a PTZ CAMERA /1 _ ��� 15 �� i� ; Iy/w ��Bq Oo DECORATIVE ROADWAY LUMINAIRE ® z 11 R 0 11 JUNCTION BOX TYPE 1, 2, 8 r o-n LUMINAIRE AND POLE ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET 15 SEE SHEET 258 FOR -� -♦ VEHICLE SIGNAL HEAD �p VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) Im RRIDE COMMUNICATION CABINET \ ENLARGED SIGNAL DETAIL TENON (FUTURE HEAD LOCATION) 27TA 25 -TA VAULT P �.► PEDESTRIAN SIGNAL HEAD _ _ _ — _ _ _ _ CONDUIT /� 21 i -� -� EVPE Q WIRE NOTE �' �� EXISTING TRAFFIC SIGNAL SHALL REMAIN MAST ARM /POLE MOUNTED SIGN O CONSTRUCTION NOTE ,, y FULLY OPERATIONAL UNTIL DAY OF O VEHICLE DETECTION LOOP O POLE CONSTRUCTION NOTE CHANGEOVER WHEN UNIFORMED POLICE VEHICLE DETECTION ZONE / 0 5 10 20 40 60 0 (SHOWN FOR REFERENCE ONLY) O SIGN NOTE / OFFICER SHALL DIRECT TRAFFIC. i SCALE IN FEET -�( RRIDE TSP ANTENNA (FUTURE) 1 + -1 4-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 257 4 IAA 4-4-44 P� rv� DRAWN BY: JC Kp� F' '•r CITY OF RENTON 4"SZONAI BID S GRADY WAY TO S 2ND ST PROJECT NO. TED40343DESIGN BY: JC 7539th AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(0CHECK BY: RJH Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS SIGNALIZATION PLAN (206) 286-1640 APPR ED FOR CONSTRUCTION PROJ MGR: JF (253)627 -0720 DATE: NOV 2011 xww.kpg.00m BY: DATE: / �i/ RAINIER AVE S & S 3RD ST SHEET NO. 257 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG02.dwg �8 �2 z n a a n O U � n UJ ZS a o -C 0 0 z ED CN CN WIRE SCHEDULE ACT Fp1 pc`pJ G1 G1 Q�ti ` °P p1��, l � 'KD L�� CO 677iZ� 1 2" DRAWN BY: JC 4 DESIGN BY: JC CHECK BY: RJH PROJ MGR: JF FILE: 0655DSIG02.dwg 2 2" 4 2" 2 3 2" 4 2" 4 4 3" 1 2 2 4 1 1 3" 4 2 5 3" 1 3 3 3° 1 SPARE 6 4" 4 4 4 4" 4 2 3 7 3" 5 5 5 3" 6 2 3 1 8 2" 6 4 9 3" 10 6 3 10 3" 3 11 2" 1 12 2" SPARE 13 2" 2 3" 2 4 4 14 3" 6 2 3" 6 1 1 1 15 2" 1 2° 2 3" 2 2 2 16 3° 3 1 1 2° 4 2 1 7 2" 3 2" 2 18 2" 3 19 2" 3 2" 6 20 2° 3 Y SPARE 21 IEX 2" 2 22 3 " P2' 3 1 1 1 2 2 3 23 3" 1 1 24 3" 1 2 2 1 1 2° 2 25 3" 2 1 1 1 1 1 2° 2 26 3" 1 1 27 3" 1 2 1 2 28 2" 1 29 2" 1 30 2° 4 31 4° 1 32 4° SPARE 33 2" 3 s BRIDE TSP ANTENNA AND CAT 5e CABLE TO BE INSTALLED IN THE FUTURE BY KING COUNTY METRO. NOTES: 1. UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH 80. 2. ALL TWISTED PAIRS ENTERING SIDEWALK SHALL BE INSTALLED IN 2" CONDUIT. 3. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE /EMPTY CONDUIT SHALL BE LABELED "CITY OF RENTON" AND SHALL CONTAIN BULL —UNE TAPE. 2 12 A n 2 4 TO POWER SOURCE ENLARGED SIGNAL DETAIL A 12 SCALE: 1" = 5-0" REVISION DESCRIPTION ��ll r - -T__- SERVICE "S5" 7 BY I APP.I DATE O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, TWO TYPE 721 EMERGENCY PRE - EMPTION DETECTORS (PER CDR STD DWG J032), ONE VEHICLE DETECTION CAMERA, ONE TSP ANTENNA (TO BE FURNISHED AND INSTALLED BY OTHERS) TWO REGULATORY AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE WITH PHOTOCELL (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 237) ON THE LUMINAIRE ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. O INSTALL FOUNDATION AND TYPE PS SIGNAL POLE PER COR STD DWG J021. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND: ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) ON THE POLE. FOR POLE AND FOUNDATION LOCATION SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL THREE VEHICLE 'SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE- EMPTION DETECTOR (PER CDR STD DWG J032), ONE VEHICLE DETECTION CAMERA, ONE REGULATORY AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 237) ON THE LUMINAIRE ARM. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO PUSH BUTTON ASSEMBLIES (PER DETAIL, SHEET'' 264 AND SPECIAL PROVISIONS) AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS 4 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL POLE WITH MAST AND LUMINAIRE ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, TWO REGULATORY SIGNS, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE ROADWAY DECORATIVE LUMINAIRE (SEE LUMINAIRE SCHEDULE, ILLUMINATION SHEET 237) ON THE LUMINAIRE ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS), ONE PTZ CAMERA AND ONE TERMINAL CABINET ON THE POLE. FOR POLE AND FOUNDATION LOCATION AND DETAILS SEE POLE SPECIFICATIONS SHEET 261, 262 AND SPECIAL PROVISIONS. O INSTALL FOUNDATION AND TYPE PS SIGNAL POLE PER CDR STD DWG J021. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON ASSEMBLY (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) ON THE POLE. © INSTALL FOUNDATION AND LUMINAIRE PER ILLUMINATION PLANS. INSTALL TWO PEDESTRIAN SIGNAL HEADS AND TWO PUSH' BUTTON ASSEMBLIES (PER DETAIL, SHEET 264 AND SPECIAL PROVISIONS) ON THE POLE. SEE SPECIAL PROVISIONS. O CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER CDR STD DWG J028 AND FURNISH AND INSTALL TYPE "P" CONTROLLER CABINET, CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. FOUNDATION TO BE LOCATED AT RAINIER AVENUE S, AT APPROXIMATE STA 550 +78, 31' LT. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER ILLUMINATION SHEETS. Q9 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 10 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, INCLUDING VEHICLE DETECTION VIDEO SYSTEM, REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2 FEET BELOW PROPOSED GRADE AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN FIELD AND PER SPECIAL PROVISIONS. 11 REMOVE EXISTING JUNCTION BOX AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. REMOVE EXISTING UNUSED WIRING AND CAP AND ABANDON EXISTING UNUSED CONDUIT. FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER CABINET, BRACKET MOUNTED ELECTRICAL SERVICE AND ALL ASSOCIATED EQUIPMENT /CONDUIT /WIRING (SALVAGE PER SPECIAL 12 PROVISIONS). REMOVE FOUNDATION AND COMPACT AND BACKFILL VOID PER SPECIAL PROVISIONS. 13 ABANDON EXISTING VEHICLE DETECTION LOOPS AND REMOVE ASSOCIATED WIRING FROM STUBOUT TO CONTROLLER. 14 REMOVE EXISTING FOUNDATION, LUMINAIRE POLE AND ASSOCIATED JUNCTION BOX PER ILLUMINATION PLANS. 15 SEE ILLUMINATION SHEETS FOR LUMINAIRE POLE REMOVAL /MODIFICATIONS CONSTRUCTION NOTES. i6 INSTALL NEW VEHICLE DETECTION LOOP AS PER CDR STD DWG J038 AND J039. SEE SPECIAL PROVISIONS. 17 INSTALL FOUNDATION AND LUMINAIRE POLE PER ILLUMINATION PLANS. INSTALL ONE ADVANCED TYPE 721 EMERGENCY PRE- EMPTION DETECTOR ON PREFABRICATED 3/4" THREADED INSERT MOUNTED ON LUMINAIRE POLE (APPROX 20' MOUNTING HEIGHT). 18 INSTALL TYPE 25 -TA VAULT WITH FIBER SPLICE ENCLOSURE AND COIL 50 FEET OF EACH FIBER CABLE. SEE DETAILS ON'', SHEET 265. 0 19 CONSTRUCT FOUNDATION AND INSTALL 336A "RAPID RIDE" COMMUNICATION CABINET AS SHOWN IN THE RAPID RIDE CABINET DETAILS ON SHEET 263. CABINET AND ASSOCIATED EQUIPMENT TO BE PROVIDED BY OTHERS. COORDINATE CABINET DELIVERY WITH KING COUNTY METRO REPRESENTATIVE. ©0 SEE ILLUMINATION SHEETS FOR CONTINUATION OF CONDUIT AND WIRING. 21 EXISTING POLE, LUMINAIRE, AND JUNCTION BOX TO REMAIN. PROTECT CIRCUIT CONTINUITY DURING CONSTRUCTION. © APPROXIMATE PSE POWER SOURCE LOCATION, COORDINATE FINAL CONNECTION WITH PSE REPRESENTATIVE, T 3430198 Q SEE URBAN DESIGN PLAN, SHEET 280, FOR CONTINUATION OF ARCHITECTURAL LIGHTING. ® INTERCEPT EXISTING CONDUIT AND DAYLIGHT IN NEW TYPE I JUNCTION BOX. CAP AND ABANDON UNUSED CONDUIT. JUNCTION BOX AND CONDUIT CONNECTION SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. D REUSE EXISTING STUBOUT TO EXISTING JUNCTION BOX. 26 LOCATION OF EXISTING LUMINAIRE POLE AND ALL EXISTING ASSOCIATED EQUIPMENT /WIRING /CONDUIT TO REMAIN. PROTECT EXISTING CONDUIT /WIRING DURING CONSTRUCTION. CAP AND ABANDON UNUSED CONDUIT AND REMOVE UNUSED WIRING. SIGN SCHEDULE ITS 16 25 -TA oK ONL ONL ONL P, C w sy� e 39324 'n [STE ��ONAL C" 11 -14 -11 SURVEYED: KPG DRAWN BY: JC \ DESIGN BY: JC CHECK BY: RJH PROJ MGR: JF FILE: 0655DSIG02.dwg 1 0 CD Q R3 -8 (MOD) R3 -8 (MOD) D3 -1 R3 -8 (MOD) NOTE: (42" x 36 ") (42" x 36 ") (96" x 24 ") (42" x 36 ") 1. STREET NAME SIGNS ARE STANDARD ALUMINUM MAST ARM MOUNTED, REFLECTORIZED WHITE ON GREEN BACKGROUND. 2. ALL STREET NAME SIGNS SHALL COMPLY WITH MUTCD 2009 STANDARDS AND SHALL BE APPROVED BY THE ENGINEER. KpGr 753981 Avenue N 2502 Jeffewn Avenue SeafOe,WA98109 Time, WA98402 (206)2861640 (253) 627 -0720 www.kpg.mm 64 4 } CITY OF RENTON BID ba Public Works Department DOCUMENTS APPROVED \ FOR CONSTRUCTION BY: 11% , DATE: /N /L/ D3 -1 (72" x 18 ") '', D3 -1 (96"x 24 ") RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SIGNALIZATION NOTES RAINIER AVE S & S 3RD ST E 0 CD R3 -6 (MODIFIED) R3 -7 (MODIFIED) (30" x 36 ") (30" x 42 ") DRAWING NO. 258 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 258 OF 304 S z m `] � r] �j•j m /r a O G � n fn �a o C) w N O v� -T IN an 0 3 0 iu 0 v u� 0 z 0 z w i U w C) w o: N m MI.. MMIZOM1 :4; PHASES < XOOM3 w P.P.B. x rte► NM�(O B N J (D (O (O (O (0 < (Omcocom 742 WALK MI.. MMIZOM1 :4; Alf, PED. HEAD 46 741 R 7 742 G 743 W 746 0 747 B PTZ4 CA`MCERA TERMINAL CABINET PED. HEAD 66 7R G W 0 B PED. HEAD 37 731 R 7 732 G 733 W 736 0 737 B P.P.B. M734 B 735 W P.P.B. M=k B Lj-765 W _s Z U N. N LUMINAIRE POLE PED. HEAD 67 761 R 762 G tL� 763 W 766 0 767 B PHASES < CC O 01:03: w P.P.B. = rte► NMd(O B N < 01u7UU(O NOT K SPARE USED USED F 742 WALK 743 COM 746 .. i�C>.7i%7CS71 747 SPARE Alf, PED. HEAD 46 741 R 7 742 G 743 W 746 0 747 B PTZ4 CA`MCERA TERMINAL CABINET PED. HEAD 66 7R G W 0 B PED. HEAD 37 731 R 7 732 G 733 W 736 0 737 B P.P.B. M734 B 735 W P.P.B. M=k B Lj-765 W _s Z U N. N LUMINAIRE POLE PED. HEAD 67 761 R 762 G tL� 763 W 766 0 767 B PHASES < CC O 01:03: w P.P.B. = rte► NMd(O B N < 01u7UU(O NOT K SPARE USED USED F 742 WALK 743 COM Alf, PED. HEAD 46 741 R 7 742 G 743 W 746 0 747 B PTZ4 CA`MCERA TERMINAL CABINET PED. HEAD 66 7R G W 0 B PED. HEAD 37 731 R 7 732 G 733 W 736 0 737 B P.P.B. M734 B 735 W P.P.B. M=k B Lj-765 W _s Z U N. N LUMINAIRE POLE PED. HEAD 67 761 R 762 G tL� 763 W 766 0 767 B ;� 2C(3H) PED. HEAD 47 SIGNAL HEAD 43 SIGNAL HEAD 42 SIGNAL HEAD 41 741 R 641 R R 641 R R 11W R 1 7 742 G Y 642 0 Y 642-0— Y 0 743 W S 644 g S 644 B G g 746 0 C 646 W C 646 W C 747 B PED. HEAD 26 �p 721 R fl "c� 7 722 G i�C 723 W 726 O 727 B LUMINAIRE POLE ^ ^ " ^"'CED OPT B1 584 585 586 POLE 5 5C TERMINAL CABINET CYiI • m • POLE 4 'HASE SEQUENCE DIAGRAM 01 02 03 04 c� Z PHASES A DL°J) C P.P.B. D rte► 764 B N 765 W ;� 2C(3H) PED. HEAD 47 SIGNAL HEAD 43 SIGNAL HEAD 42 SIGNAL HEAD 41 741 R 641 R R 641 R R 11W R 1 7 742 G Y 642 0 Y 642-0— Y 0 743 W S 644 g S 644 B G g 746 0 C 646 W C 646 W C 747 B PED. HEAD 26 �p 721 R fl "c� 7 722 G i�C 723 W 726 O 727 B LUMINAIRE POLE ^ ^ " ^"'CED OPT B1 584 585 586 POLE 5 5C TERMINAL CABINET CYiI • m • POLE 4 'HASE SEQUENCE DIAGRAM 01 02 03 04 c� Z PHASES A DL°J) C 06 & 01 D rte► 723 COM N 726 NOT NOT K SPARE USED USED F 742 WALK 05 06 07 08 EVPE SCHEDULE # PHASES A 02 & 05 C 06 & 01 D 03 PED. HEAD 27 7R G W 0 B P.P.B. 724 B 725 W 2C(SH) I�IIFI•Z U J (fir �0 COm3 OCO 0_m3 O Uww LO U N r7 0 (O < (0(n(n(n(n U 000 0 w (O (O m (O (o (O (O m c0 (O x z c� rn J N �r LO �oom�oc�mm3 < w < w (0 x z N N < C!OC�m3 = 04n It (D J NNNNN < (O (O m (o (o z N N N << d0C7m3 U-1 x NM -t (O J NNNNN < (O c0 c0 (O (O z O � }OUIU N PED. HEAD 36 ��pp 731 R fl'i� 17 732 G ��6Q 733 w P.P.B. 734 8- 735 W OPT A 581 BL L582-0- 583 Y- OPT C 587 BL- 588 0 589 Y CAMERA VA TERMINAL CABINET • . r • e 101, � + R 621 R 0 622 0 G 623 G B 62 B 0 POLE 1 of rr 0 I— U H LL] 0 O U F- 0- O INPUT SEE SHEET 260 FOR VIDEO AND LOOP DETECTION INPUTS 724 B 725 W 744 B M 745 W 00- B 765 W 734 B 735 W OUTPUT R= G- R= G= B= R= G= W= 0= B= R= G= W= 0' B= 72-1 DONT 722 WALK 723 COM 726 SPARE 727 SPARE 741 DONT 742 WALK 743 COM 746 SPARE 747 SPARE 761 DONT 762 WALK 763 COM 766 SPARE 767 SPARE 731 DONT 732 WALK 733 COM a 736 SPARE 737 SPARE K 0 G B W 0 G R B W 0 G R P.P.B. R-741 R oPncoM 744 B G 742 G POLE 2 sc 743 W sc 745 W CAMERA 0 746 0 zc(SH) 2C(SH P.P.B. VB --E—B-747 B 2c SH 5c 724 B R 721 R 2C(SH) CAMERA 725 W G 722 G W 723 W POLE 3 5C 5C OPT B 0 726 0 J —BOX 5c N586 BL —BOXB 727 B sc 2C(SH) 0 sc 5C Y 5C 5C sc sc 2C(SH) CAMERA CAMERA 2C(SH T=343019 9 2C(SH) 2C(SH) OPi1COM PTICO JCLI 11-14-11 SURVEYED: KPG Se'�4 weANTf' DRAWN BY: JC Kp� '3 'r CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 259 BID ru S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y� $ DESIGN BY: Jc B I D — Public Works Department z 7539h AvenueN 2W2 Jefferson Avenue FED AID NO. - CM0167(048) CHECKBY: RJH Seatte,WA98109 Tacoma, WA 98402 WIRING DIAGRAM �'o�, 393E4 gym (206128 &1640 (253)627 -0720 DOCUMENTS APP ED FOR CONSTRUCTION DATE: NOV 2017 Q!0 �� PROJ MGR: JF vnhY kpg OJm J /�L RAINIER AVE S & S 3RD ST SHEET NO. 259 OF 304 NAL BY: DATE' � NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG02.dwg a z >y a < n rA0 5� w � �a d � > •p o W v, 0 d N 0 r7 3 0 i 0 N 1' SIDEWALK � I 8' * 1 1 2% MAX /T :'. PLANTER (WHERE _SHOWN) 5' BAT LANE OR RIGHT TURN LANE THRU LANE THRU LANE 13' 11' 11' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES 8 4 1l� WIDENING AREA VARIES 00 SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS AS INDICATED ON PLANS 06 e & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. �JOINT 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION WATER MAIN PIPE LOCATION AND MAX AND PLACE 0" TO 3" MAX HMA FOR UTILITY TRENCH PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR VARIES AS INDICATED ON PLANS OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL CONDUIT SIZE, COUNT SHEET 24 MATERIAL SHALL BE COMPACTED TO 95% MODIFIED SEE AND LOCATION VARIES STORM DRAINAGE PIPE LOCATION AND ALTERNATE AS INDICATED ON PLANS SIZE VARIES AS INDICATED ON PLANS SECTION 2 7 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE PLANTER DETAIL, SHEET 26. (WHERE BAT LANE COMPACTED SUBGRADE 1' SIDEWALK SHOWN) , ' OR RIGHT TURN LANE THRU LANE TYPICAL SECTION, SHEET 194. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO SEE MEDIAN WITH LANDSCAPE TYPICAL 8' 5' 11 6. 13' 11' WEST GUTTER REFERENCE FOR r 2% MAX _ ALIGN PROFILES VARIES JOINT UTILITY TRENCH �/ L CONDUIT SIZE, COUNT, �I AND LOCATION VARIES AS INDICATED ON PLANS ~e00 PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS 91 STRUCTURAL EARTH 27. MAX_ WALL, SEE WALL PLANS AND DETAILS, SHEET 33 RAINIER AVE S CONSTRUCTION q LEFT TURN LANE LEFT TURN LANE 1, MEDIAN I, THRU LANE 0' - 12' 0' - 12' 3' 1 1 11' THRU LANE 11' WEST MEDIAN REFERENCE FOR ALIGN PROFILES 3 7 2 WIDENING AREA VARIES ,a i6 AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS PLANTER (WHERE BAT LANE SHOWN) , ' OR RIGHT TURN LANE THRU LANE THRU LANE 5' 13' \ GUTTER WEST MEDIAN REFERENCE REFERENCE FOR FOR ALIGN PfZOFILES- ALIGN PROFILES ROADWAY CUT SECTION VARIES VARIES AS INDICATED ON PLANS 4 8 3 1 7 2a- 4 2 16 WIDENING AREA VARIES 16 000 " AS INDICATED ON PLANS 0 WATER MAIN PIPE LOCATION AND JOINT UTILITY TRENCH SIZE VARIES AS INDICATED ON PLANS CONDUIT SIZE, COUNT, STORM DRAINAGE PIPE LOCATION AND AND LOCATION VARIES SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS •3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. T - -TI1 1 r M. 1 - VARIES THRU LANE 11' TYPICAL SECTION D APPROX STA 23 +00 TO STA 27 +50 EAST MEDIAN REFERENCE ?" FOR ALIGN PROFILES AND NTS ROADWAY PIVOT POINT STORM DRAINAGE PIPE LOCATION AND RAINIER AVE S SIZE VARIES AS INDICATED ON PLANS CONSTRUCTION 1' MEDIAN 1 THRU LANE THRU LANE 3' -25' 1 II III III= I 10 -------- - - - - -- TYPICAL SECTION E APPROX STA 27 +50 TO 30 +00 NTS RAINIER AVE S CONSTRUCTION q 1' MEDIAN 1 3' - 20' 11' 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES PLANTER BAT LANE (WHERE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' EAST GUTTER REFERENCE FOR ALIGN PROFILES -2% MAX U 16 4 e 00 IN WIDENING AREA VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES 7 2 WIDENING AREA VARIES AS INDICATED ON PLANS 16 s WATER MAIN PIPE LOCA11ON AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS PLANTER (WHERE SHOWN) SIDEWALK 1' 5' 8' 2% MAX ROADWAY CUT SECTION PLANTER BAT LANE (WHERE THRU LANE THRU LANE OR RIGHT TURN LANE 0.5' SHOWN) 2 2 11' 11' 13' 5' EAST GUTTER / REFERENCE FOR ALIGN PRO EAST MEDIAN REFERENCE _ .. _ _ I FOR ALIGN PROFILES VARIES III =III— I I-I -III III -1 _ . III =111— III -III =III= j EXISTING ROADWAY GRADE 2 STORM DRAINAGE PIPE LOCATION AND 10 r SIZE VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND TYPICAL SECTION F SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND APPROX STA 30 +00 TO 30 +90 SIZE VARIES AS INDICATED ON PLANS NTS 05 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS S71J?'.11111:1 / 8' MPS' 2% MAX �J �-V JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES (� AS INDICATED ON PLANS mm °o PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS I- ALTERNATE SECTION 2 WALL 2 NTS STRUCTURAL EARTH WALL SEE WALL PLANS AND DETAILS, SHEET 33 SIDEWALK 2% MAX T -34 MATERIAL CODE 3020 ® TYPICAL SECTION NOTES 1 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS 3 SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. MPS' 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION MAX AND PLACE 0" TO 3" MAX HMA FOR SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL SHEET 24 MATERIAL SHALL BE COMPACTED TO 95% MODIFIED 4" CEMENT CONCRETE SIDEWALK (WSDOT PROCTOR DENSITY. © 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION J 7 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE OF CONCRETE PANELS BELOW THE EXISTING DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' COMPACTED SUBGRADE 9 FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL APP. TYPICAL SECTION, SHEET 194. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO SEE MEDIAN WITH LANDSCAPE TYPICAL PROVIDE 2' MINIMUM CLEARANCE. 11 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED SEE LANDSCAPE PLANS 12 AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN 13 GRAVEL BORROW MADE AND APPROVED BY THE ENGINEER. 8.5" CRUSHED SURFACING BASE COURSE 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CCONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. 05 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS S71J?'.11111:1 / 8' MPS' 2% MAX �J �-V JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES (� AS INDICATED ON PLANS mm °o PEDESTRIAN HANDRAIL WHERE SHOWN ON PLANS I- ALTERNATE SECTION 2 WALL 2 NTS STRUCTURAL EARTH WALL SEE WALL PLANS AND DETAILS, SHEET 33 SIDEWALK 2% MAX T -34 MATERIAL CODE 3020 ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL 1/2" PG 70 -22 2 6.5" HMA CL )f PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONIC TRAFFIC CURB & GUTTER & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL i/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL Y2" PG 70 -22. SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR 6" CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 1 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE APP. TYPICAL SECTION, SHEET 194. 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 16 8.5" CRUSHED SURFACING BASE COURSE z �y m /r O J ' �N o � { .p o w ti Q »-�¢>> SDSwe� WAA COg9d y o�' 'd? 20320 y� � 2p IM ��' Nn�'l SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTYP01.dwg KpC 7539th AvenueN 2502 Jefferson Avenue BID Sea01e,WA98109 Tacoma,WA96402 ( �� (253)627 -0120 DOCUMENTS & >} CITY OF PENTON Public Works Department APPROVED FOR CONSTRUCTION BY: �// DATE: ��'�. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST TYPICAL SECTIONS DRAWING NO. 2O PROJECT NO. TED403430 FED AID NO. - CM0167(0461 DATE: NOV 2011 SHEET NO. 20 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m /r O J ' �N o � { .p o w ti Q ri O \ N O U 117 tD O U O C 0 U Cn C �3 0 i z CD w 0 0 c .o z 0 z W i U W O i c 2C(SH) PTZ 4 PTZ CAMERA —� VC VIDEO L23 L24 CAMERA VB 816 1 11D 01 U 817 2 HE 818 3 Ili 01 L 819 4 11K 921 5 12D 02U 922 6 12E 923 7 12J 02L 924 8 12K 925 9 13D 02U 926 10 13E 927 11 13J 02L 928 12 13K 826 1 14D 02U 827 2 14E 828 3 14J 02L 829 4 14K 836 5 15D 03U 837 6 15E 838 7 15J 03L 839 8 15K 941 942 9 10 16D 16E 04U 943 11 16J 04L 944 12 16K 945 1 17D 856 J1 E 2 857 04U 946 2 17E J1 K 947 3 17J 04L 5 961 J2E 948 4 17K J2J 846 5 18D 8 964 06U J3D 04U 847 6 BE 1966 848 7 18J 967 J3K 12 968 04L 849 8 1 18K 1 911 9 19D 912 10 19E 931 11 19J 932 12 19K 05U J1D 1 856 J1 E 2 857 05L J1 J 3 858 J1 K 4 859 06U J2D 5 961 J2E 6 962 06L J2J 7 963 J2K 8 964 06U J3D 9 965 J3E 1 10 1966 06L J3J 11 967 J3K 12 968 06U J4D 1 866 J4E 2 867 06L J4J 3 868 J4K 4 869 07U J5D 5 876 J5E 6 877 07L J5J 7 878 J5K 8 1879 08U J6D 9 881 J6E 10 882 08L J6J 11 883 J6K 12 884 08U J7D 1 985 57E 2 986 08L J7J 3 987 J7K 4 988 08U J8D 5 886 J& 6 887 08L J8J 7 888 J8K 1 8 1889 J9D 9 951 J9E 10 1952 J9J 1 11 1971 J9K 12 972 NOTE: COORDINATE FINAL CONNECTION OF VIDEO DETECTION CABLES IN CABINET WITH CITY OF RENTON. T- 3430200 11-14-11 SURVEYED: KPG �P oCIGAA,r�' DRAWN BV: JC Kp� �' ''�' CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 260 BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y _ z DESIGN BY: JC 753981AvenueN 2502 Jefferson Avenue Public Works Department CHECK BY: RJH Sealfe, WA 98109 Tacoma, WA 98402 DETECTION INPUT WIRING FED AID NO. - CM0167(048) �Oo ec9; %4 ��� (206)286.1640 253627 -0720 DOCUMENTS APP DFOR CONSTRUCTION DATE: NOV 2011 �OAAL PROJ MGR: JF wwwkpgcam ( ) / _ / RAINIER AVE S & S 3RD ST NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG02.dwg BY: DATE:/ �!� /Z SHEET NO. 260 OF 304 'z �y r� u, a O G � N Ci o D { CJ N O a N N v N a N 3 U 0 U N O a U U 0 a 0 0 0 J y O 2 s y 0 a rn 0 0 i 1/2" DIA DRAIN HOLE THROUGH GROUT GROUT AFTER PLUMBING POLE - \ 2 -1/2" GROUT MAX FULL DEPTH EXPANSION JOINT -- - -I CONCRETE SIDEWALK (FLUSH IN PAVED AREAS) \ l 1" MIN (2" MAX) iir I I Il��l 60" ANCHOR RODS AND HARDWARE AS FURNISHED BY MANUFACTURER.' ALL ANCHOR ROD ASSEMBLIES SHALL BE ACCURATELY LOCATED AND SECURED IN PLACE PRIOR TO \ POURING CONCRETE 8 -#8 VERTICAL BARS EQUALLY SPACED CASED DRILLED SHAFT PER \ ` SPECIAL PROVISIONS NOTE: FOUNDATIONS SHALL BE 6 "0" MIN HANDHOLE WITH REMOVABLE / RAINTIGHT COVER LEGEND GROUNDING POINT a. VEHICLE SIGNAL HEAD h. TERMINAL CABINET b. SIGN, WSDOT STD PLAN G30.10 j. PEDESTRIAN PUSH BUTTON ASSEMBLY #8 MIN COPPER GROUND WIRE TOP OF FOUNDATION c. TYPE 2 (ELBOW) LUMINAIRE ARM WSDOT STD PLAN J20.26 FULL DEPTH EXPANSION JOINT ELEVATION d. PRE -EMPT DETECTOR k. HANDHOLE BACK OF SIDEWALK % FULL DEPTH e. SIGNAL MAST ARM m. VIDEO DETECTION CAMERA SEE BACK OF SIDEWALK / FOUNDATION y EXPANSION JOINT f. LUMINAIRE n. PTZ CAMERA LAYOUT DETAIL THIS SHEET _ 1 / 0 1 g. PEDESTRIAN SIGNAL HEAD o. TSP ANTENNA FOR FOUNDATION CONCRETE AD 1 T � 1 CT PAD E SCHEDULE SIGNAL C 1 PLATE ORIENTATION SIGNAL PEDESTRIAN - VARIES y POLE IS PLACED j SEE SIGNAL PLANS FOR CONDUIT a BEYOND BACK OF ISHEETI f6" FROM FACE OF INFORMATION (ALL CONDUIT Z SIDEWALK j i o N FOUNDATION C SHALL BE GROUNDED) #4 SPIRAL HOOPS 12" OC U w BACK OF SIDEWALK 1 FOUNDATION LAYOUT DETAIL 1 f o N N LFOR LUMINN CLASS 4000 CONCRETE < DETAILS SI cn o `�� PAINT__ SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS 239 A/B o a °w SHALL BE FACTORY GALVANIZED. PRIMED AND POWDER a COATED. SEE SPECIAL PROVISIONS SECTION 6 -07. j j z "1 FINISH COLOR: FACTORY POWDER COATED BLACK. E E c) U) E N DEWATERED BY VACTOR TRUCK. 2D" ALL REMOVED MATERIAL SHALL BE — J DISPOSED AT AN APPROVED SITE. 8„ 2„ I -SEE SIGNAL POLE SPECIFICATIONS AND SCHEDULE, SHEET 262 TYPE II OR TYPE III SIGNAL POLE FOUNDATION DETAIL ALL HANDHOLES AT 180' SIGNAL HEAD /HARDWARE ATTACHMENT POINT ANGLE (DEGREES CLOCKWISE TO TYPICAL ATTACHMENT POINT FROM 0') 90' 2 TYPICAL SIGNAL ARM -� ATTACHMENT POINT Ell h = e 9 POLE ORIENTATION ANGLE P.O.A. . DEGREES o CLOCKWISE OFFSET LINE TO 0' POINT 270• o J 1 J i BASE POINT R040j - LOCATION STATION r ^I TYPE PS POLE ORIENTATION & PED. HEAD ATTACHMENT POINT DETAIL STANDARD PLAN VIEW IN (TYPE II) SHALL BE PROVIDED WITH A TYPE II OR III SIGNAL POLE FOUNDATIONS SEE DETAIL THIS SHEET. REMOVABLE RAINTIGHT GALVANIZED STEEL CAP MEN IN PLACE WITH STAINLESS STEEL o � 1 J 1 1 J- 0} •k�. N I 1 mil__ TYPE i VEHICLE HEAD STANDARD I .-1 I SIG_NA_L STANDARD EXAMPLE, SIGNAL _ STANDARD NO. 2, ROAD ROAD LOG # 4D" LOG #, MP X X X X X 9 0 1 5 2 16„ (4) 2 Y4" SLOTS ACCEPTINC:- X X .X X .X X 02.01 .09 (4) 2 "0 GALVANIZED ANCHOR - BOLTS COUNTY ROAD NUMBERS SHALL BE A 2" A36 STEEL PLATE MILE POST # MINIMUM OF 3/8" HIGH SIGNAL STANDARD IDENTIFICATION TAG DETAIL 22 "0 BOLT CIRCLE SIGNAL POLE SPECIFICATIONS: POLE MANUFACTURER TO VERIFY ATTACHMENT HEIGHTS TO ENSURE DEADLOAD SAG VERTICAL CLEARANCE ON MAST ARM DOES NOT LOWER SIGNAL HEADS BELOW MINIMUM: 16'-6" VERTICAL CLEARANCE REQUIREMENTS. FULFILL MUTCD REQUIREMENTS SIMPLEX MOUNT m "STEEL---- T, a OR b i G � I I 22f SO BASE PLATE DETAIL LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY FOR SIGNAL POLE SPECIFICATIONS SCHEDULE SEE SHEET 262 NOTES Oj USED, DG LL 1"0NH IINSTALLED MATAARM ANED NISTALIL PLASTIICATSPLIT BUSHING FOR P CABLE ENTRANCE. G IS O FIELD INSTALLED. T3 FOR DECORATIVE ARM DETAILS, SEE SHEET 239. TYPE II AND TYPE III LIGHTING AND MAST ARM SIGNAL STANDARD G E ___-I n n •o IT I ' J � 0 00 C of U —_ MIN k CURB OR EDGE OF SHOULDER c� z I z 0 O FOUNDATIONS SHALL CONFORM TO THE CDR STD PLANS J021, EXCEPT FOR O SIGNAL POLES WITHOUT LUMINAIRE ARMS (TYPE II) SHALL BE PROVIDED WITH A TYPE II OR III SIGNAL POLE FOUNDATIONS SEE DETAIL THIS SHEET. REMOVABLE RAINTIGHT GALVANIZED STEEL CAP HELD IN PLACE WITH STAINLESS STEEL CAP SCREWS. T 3430201 N Q BID DOCUMENTS 11-- 14 -'11 SURVEYED' KPG _ 261 F E H RAIISs PEERS 7531 Ave ON RAINIER AVENUES (SR 167) DRAWING NO. DRAWN BY: JM ata CITY OF RENT DESIGN BY: JF _ Pubic �Nores Deportment S GRADY WAY TO S 2ND ST PROJECT NO. TED40 -430 CHECK BY. -JF _ -- Seattle, WA 981 D9 Tacoma, WA 98402 SIGNAL POLE SPECIFICATIONS FED AID NO. CM0167(048) 46 4 a t�� phi 4n weee �m -s`�'' a APP D FOR CONSTRUCTION DATE: NOV 2011 a F , PROJ MGR TN g,,y4 0 (2osl2arr1s4o (2sDIs2T -0T2o RAINIER AVE S & S 2ND ST FSS /ONnu E°`0l ,r 'i ore areu�4 „., www.kN.Wm By DATE: SHEET NO. 261 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg - / Z z n a < jT{ m �l/ Oti c-+ 1 y� o�y v 1 O 0 c y c V h' 0 3 ES N 0 u^ 0 a 0 V U D L7 0 i 0 0 rn 0 0 a N U v 0 a 0 SIGNAL STANDARD DETAIL CHART POLE FIELD LOCATION# POLE MOUNTING ARM LENGTH (FO OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT2) (X)(Y) (X)(Y)(Z) POLE ATTACHMENT POINT ANGLES (DEG) FOUNDATION DEPTH (FT) TOP OF REMARKS NOTE TYPE HEIGHT (FT) TOTAL FOUNDATION (FT3) ELEVATION* STATION OFFSET I LT RT Al A2 E C B1 B2 B3 64 85 66 67 Be Be 810 B11 B12 B13 B1 B3 84 BS I Be I B7 Be I B9 B10 JB11 613 POA Ale C I E G1 G2 H J1 I J2 K N 3'RD 4'RD SW GRADY WAY (S GRADY WAY) /RAINIER AVENUE SOUTH (SR 167) ORAINIERAVE 60.5' X III 19.5' 35' 55' 12' 54 51 48 42 30 18 10 38 9.2 7.5 9.2 9.2 9.2 20 1885 0 0 0 180 180 15 11 28.91 S. STA 11 +16 GRADY WAY, 60.0' X III 195 35 60' 12' 59 56 53 34 23 16 7 38 9.2 9 9.2 9.2 9 9.2 1752 0 0 0 180 180 13 10 26.59 150 +74 OSTA 2 AVE 76.5' X 1 p rr ORAINIER S, STA 9 +58 ORAINIER 4 AVE 56.0 X III 19.5' 35' 60' 12' 59 47 35 23 11 42 9.2 9.2 9.2 9.2 20 1729 0 0 0 180 180 0 13 10 27.43 S, STA 8 +96 GRADY WAY, 55.0' X II 19.0' 60' 59 55 51 43 31 11 14 9.2 9 9.2 9.2 9.2 9 2012 0 0 180 180 15 11 28.51 OSTA 149 +08 SW 7TH STREET (S 7TH STREET /RAINIER AVENUE SOUTH OSW 7TH ST, 44.5' X III 19.5' 35' 50' 12' 48 41 44 34 24 10 27 9.2 9 12.3 9.2 9 1567 21 0 0 90 180 180 180 13 10 26.66 STA 250 +49 57.5' X PS 0 +• ORAINIERAVE 2 S, STA 22 +14 ORAINIERAVE 3 56.5' X III 20.0' 35' 60' 12' 59 11 56 47 37 26 19 13 42 10 9.2 7.5 9.2 9.2 9.2 6 9.2 7.5 2284 354 0 0 180 270 180 180 270 180 15 11 25.28 S. STA 21 +44 OSW 4 7TH ST, 37.0' X III 19.5' 35' 40 12' 36 32 24 14 6 27 9.2 9 9.2 9.2 9 1023 0 0 0 90 180 180 180 11 9 25.53 STA 249 +37 57.5' X 1 0 •r ORAINIERAVE S, STA 22 +71 © RAINIER AVE 56.5' X III 20.0' 35' 50' 12' 46 9 +42- 36 26 20 13 32 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1624 0 0 0 90 180 180 90 180 180 0 13 10 26.50 S, STA 23 +30 S 4TH PLACE /RAINIER AVENUE SOUTH ORAINIERAVE 58.0' X III 19.5' 35 55' 12' 53 47 50 42 33 26 22 36 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1986 0 0 0 90 180 180 90 180 180 15 11 26.00 S, STA 34 +41 OS 4TH PLACE, 64.5' X 11 19.5' 35' 34 28 31 22 B 26 9.2 9 9.2 9 867 0 0 90 180 180 90 180 180 10 8 25.33 STA 350 +60 ORAINIERAVE 55.0' X III 19.5' 35' 50' 12' 49 45 38 29 22 17 37 7 9.2 7.5 9.2 9.2 6 9.2 7.5 1746 0 0 0 270 180 0 180 0 13 10 25.00 S, STA 33 +75 68.3' X PS 0 ♦♦ ORAINIERAVE 4 S, STA 33 +83 OS 4TH PLACE, 40.5' X II 19.0' 40' 39 36 28 11 32 9.2 9 9.2 9 1040 0 0 90 180 180 0 270 180 11 9 26.64 STA 349 +34 S 3RD PLACE/RAINIER AVENUE SOUTH OS 1 3RD PLACE, 33.5' X III 19.5' 35' 35' 12' 33 27 30 21 7 23 9.2 9 9.2 9 830 0 0 0 90 180 180 90 180 180 10 8 29.35 STA 450 +52 ORAINIERAVE 2 59.5' X III 19.5 35 55' 12' 53 48 43 33 26 20 39 10 9.2 7.5 9.2 9.2 6 9.2 7.5 1962 0 0 0 90 180 180 90 180 180 15 11 29.70 S. STA 40 +75 OS 3 3RD PLACE, 32.0' X III 19.0' 35' 40 12' 39 34 27 10 29 9.2 9 9.2 9 1004 3 0 0 90 180 180 0 270 180 11 9 29.86 STA 449 +46 ORAINIERAVE 4 65.0' X III 19.5' 35' 60' 12' S6 54 52 47 36 29 24 44 11 9.2 7.5 9.2 9.2 6 9.2 7.5 2147 0 0 0 90 180 180 90 180 180 15 11 29.71 S, STA 41 +77 S SUNSET BOULEVARD (S 3RD STREET) /RAINIER AVENUE SOUTH ORAINIERAVE 43.0' X III 19.5' 35 55' 12' 52 51,36 47 40 26 9 15 32 20 9.2 10.5 9.2 9.2 16 9,2 10.5 2072 356 0 0 270 180 180 180 15 11 31.14 S. STA 46 +83 OS 2 3RD STREET, 30.2' X PS 0 ti STA 550 +52 OS 3RD STREET, 29.5' X III 20.0' 35' 35' 12' 34 30 27 23 13 8 18 9.2 10.5 12.3 9.2 9 1071 0 0 0 180 180 180 270 180 11 9 31.41 STA 550 +68 ORAINIERAVE 4 54.5' X III 195 35' 45' 12' 44 37 32 20 7 12 27 9.2 7.5 9.2 9.2 16 9.2 1384 9 0 0 270 180 180 180 0 11 9 31.71 S, STA 50+68 OS 3RD STREET, 49.0' X PS p �. STA 549 +31 • FIELD VERIFY SIGNAL POLE LOCATION AND TOP OF FOUNDATION ELEVATION PRIOR TO INSTALLATION. �* FOUNDATION DEPTH PER COR STD PLAN J021. NOTE: SEE FOUNDATION CASING AND DEWATERING REQUIREMENTS IN GEOTECHNICAL REPORT FOUND IN APPENDIX OF THE SPECIAL PROVISIONS. T- 3430202 BID DOCUMENTS I 11 -1a -n SURVEYED. KPG n n fP jK1P4 RAINIER AVENUES SR 167 DRAWING NO. 262 DRAWN BY: JM _ CITY OF RENTON ( > - - -- S GRADY WAY TO S 2ND ST PROJECT NO. TE04 3o DESIGN BY JF_ ",____" Pub ;c Wor.cs Department '_P" - EHR MIL PEER$ 7539tlIAveN 2502 Jefferson Ave CHECK BY. JF _ raexseoeTenoe CONSULTANTS Seattle, WA 98109 Tecane, WA 98402 FED AID NO. CM0167(048) Q' c u ANTS APP D FOR CONSTRUCTION 01 '4`m�.EaE° 4�` PROJ MGR TIN Wie po exe. G ,u (206) 286-1540 (253)627 -072o SIGNAL POLE SPECIFICATIONS SCHEDULE DATE: Nov 2011 fss /dNAL ENO? p.I!s WA «aw. o-:os"°'.�.; cr "�' �'�' BY DATE: SHEET NO. 262 OF 304_ NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg 11:e a z �y M m �Id v, N O � I 5v � I n N N o > D 0 N O 2 COMBINED SERVICE /BBS CABINET 'I RR CABINET TYPE P CONTROLLER CABINET O 0 O I FRONT VIEW Shim to lumb- Shim to lumb Shlm to plumb P P I P See Note 3 \ See Note 3� See Note 3 #4 hoops \I (equal spaces) _ - -- "-- - - - - -" " -- rr - - -lel - - - 'F'I �1II I I I I IIII - - - -- --IIII I l e l l lI�I .� Nt__- N'--rl'---lllr-- 14-16 J— T�rr —j6 .— II 111 II IIeII c II II • ---- - - - - -- — u ELEVATION VIEW ,See Note 5 o a ._. C. U U C o' 0 diameter plastic drain (one per cabinet) ASee Note 7 ASee Note 7 I I I I � C t U 11E o o I I I I ' 1 o Horizontal 1 3 — #4 Reinforcing Bar (equal spaces) \ COMBINED FOUNDATION !I REINF. Combination Service Controller Cabinet BBS Cabinet 10" Width + 1" 10" Width 2 SIDEWALK 31" S W J � " r 24" Note 5 +� � C t U o o I I o Horizontal 1 \ COMBINED FOUNDATION REINF. BAR DIAGRAM 6 Pieces J hoops \-3 — #4 Reinforcing Bar (equal spaces) ITS Cabinet I 10" Width + 1" 110" PLAN VIEW COMBINED CONTROLLER/BBS /RAPID RIDE CABINET FOUNDATION I�12" �,— CONDUIT, -- MEASUREMENTS "jl ARE TO CENTER M N N �+TS 9.5" i OF CONDUIT Ali TO 25-TAI VAULT 4 w z H - - -- f Co SIDEWALK z PLAN VIEW RAPIDRIDE CABINET NTS NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8 -14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL. SEE PLANS FOR TOTAL NUMBER OF CABINETS TO BE INSTALLED AT EACH LOCATION. 3. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL. 5. CONDUIT SIZES /QUANTITIES FOR THE CONTROLLER AND ITS CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 6. CONCRETE SHALL BE CLASS 3000. 7. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO THE CONTROLLER CABINET, AND FROM THE BBS TO THE ITS CABINET. 8. EACH CABINET SHALL HAVE A %" DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. 10. WHERE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. SEE PLANS FOR LOCATION AND ORIENTATION IN RELATION TO TRAFFIC SIGNAL, ELECTRICAL SERVICE AND IRRIGATION CABINETS. 12. INSTALL THE KING COUNTY METRO FURNISHED 336A CABINET ON THE NEW FOUNDATION. THE FRONT DOOR OF THE CABINET SHALL BE ORIENTED AS SHOWN ON THE PLANS. SEE PLAN SHEETS FOR RAPIDRIDE (RRIDE) CABINET LOCATION. 13. THE CABINET FOUNDATION SHALL BE CLASS 3000 CONCRETE. 14. INSTALL #4 REBAR AT THE CORNERS OF THE CABINET FOUNDATION. THE REBAR SHALL EXTEND 12" INTO THE CABINET PAD IF ONE IS INCLUDED. THE REBAR IS NOT REQUIRED FOR CABINETS INSTALLED INTO EXISTING SIDEWALK OR ASPHALT PAVEMENT. 15. ANCHOR BOLTS AND DATA FOR SPACING SHALL BE SUPPLIED BY THE CABINET MANUFACTURER. 16. IF CABINET IS INSTALLED IN EXISTING SIDEWALK OR ASPHALT PAVEMENT, THE CABINET FOUNDATION SHALL EXTEND 18" BELOW FINISHED GRADE AND THE FULL CABINET PAD IS NOT REQUIRED. 17. SEAL CABINET TO FOUNDATION WITH GRAY OR CLEAR SILICON TO PREVENT MOISTURE FROM ENTERING THE CABINET. BID T=3430203 DOCUMENTS SURVEYED: KPG _- 263 P' Fq 4 ]KIP� di RAINIER AVENUES SR 167 DRAWING NO. G �° wASSq DRAWN BY: JM CITY OF RENTON ( > - - - - -- ° S GRADY WAY TO S 2ND ST PROJECT NO. ED40334430 � P'. DESIGN BY: JF FEHR SZ PEERS 753901 AveN 2562Jeflerson Ave Publc `NOrxS Deportment FED AID NO. CM0167t049) CHECK BY: __ JF TRANSPORTATION CONSULTANTS Sea&,WA93109 Tacana, WA 99402 (206)2861640 (253)627 -0720 APP DFORCONSTRUCTION SIGNAL DETAILS <c 6 TcaE° �°' PROJ MGR: TN s ie 11 Av. 'e' �� a DATE - NOV2o11- fs'S��N/IENG`a � i'sie free ^°,'G a`G` "" waw'kpg.mm BY: DATE: / SHEET NO. 263 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg ��2 z F, Ha m ti a O c �I N n °a a o w -e o w N O UNIVERSAL CAMERA MOUNT WITH 6" RISE NOTES 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUED TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED W /SUITABLE COPPER OPEN SPADES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. TILT AND PAN BRACKET, SENSOR BRACKET SHALL BE ANODIZED ALUMINUM. 9. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. 10. CAMERA MOUNT, RISER AND HOUSING SHALL BE PAINTED RAL 9005 "JET BLACK" TO MATCH DECORATIVE SIGNAL POLES PER SPECIAL PROVISIONS SECTION 6 -07. VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL NTS J -HOOK "KELLEMS" CABLE SUPPORT GRIP SIGNAL POLE CONNECT AND PLACE INSIDE HANDHOLE PTZ CAMERA POLE ATTACHMENT DETAIL NTS NOTES PTZ CAMERA HOUSING AND ALL MOUNTING HARDWARE SHALL BE PAINTED RAL 9005 "JET BLACK" TO MATCH DECORATIVE SIGNAL POLES PER SPECIAL PROVISIONS SECTION 6 -07. DOUBLE AND WA 1. ALL EXPOSED FOUNDATION FACES SHALL BE FINISHED SMOOTH. 2, FINISHED FOUNDATION ELEVATION SHALL BE AT SANE GRADE AS SIDEWALK, J. ANCHOR BOLTS SHALL MEET ASTM A -36 AND SHALL BE GALVANIZED. 4. NO WELDING PERMITTED ON REINFORMENT CAGE. S. CONDUIT COVER SHALL MEET LOCAL STANDARDS. 6. 1' CHAMFER 15 REQUIRED WHEN FOUNDATION Is Nor ALLAC£NT TO CONCRETE s/DEIYALK. 7. DUCT SEAL AROUND 2' PIPE BETWEEN POLE AND CABINET FOR MOISTURE PREVENTIONS. 7,Q 7 3• SCH. 40— CONDUIT NUT I• X 36- X 4• 4 REQUIRED REINFORCING STEEL TO BE � GRADE 60. T4 GRADE FOUNDATION TEMPLATE FRANGIBLE BASE 14' SOUARE AT THE BASE MEETING NCURP 350. SEE FOUNDATION TEMPLATE. GRADE LEVEL 1%" X 12O' COPPER 24' CLAD GROUNDING ROD BONDED A POLE 6 BACK ;,� TO DE CABINET. P'B.C. 3' CLEAR (N/N.1 ANCHOR BOLTS CIRCLE FOUNDATION MAY BE ROUND OR SQUARE POLE HEIGHT DIAMETER I DEPTH I BOLT CIRCLE (B.C.1 FOUNDATION REINFORCEMENT VERTICAL I HORIZONTAL 11' 2' -0- 3' -0- I 6 -NO- 8 1NO. 3 i 12- C -C 15' 2-0' 4' -O- 1 ! 6 -NO. B IND. 3 112. 0-0 M. 2' -0• 5' -0' I 6 -NO. 8 NO. 3. 12- C -C 30' 2' -0• 6' -0' 14%, 1 6 -NO. 6 IND. 3 • 12- C -C ATS POLE FOUNDATION DETAIL NTS RED LED (TO CONFIRM PEDESTRIAN'S CALL PLACEMENT) PLUNGER SPEAKER PUSH BUTTON FOR (H -1) (BOTH SIDES TOWARD PLUNGER) 0 PUSHBUTTON DETAILS NTS .I" T= 3430204 BID DOCUMENTS 11-14 -11 SURVEYED: KPG P WAS 46 RAINIER AVENUES SR 167 DRAWING NO. 264 „s JM _ KpGr CITY OF RENTON ( ) O,rPE DRAWN BY: � -- �' DESIGN BY: JF , S GRADY WAY TO S 2ND ST PROJECT NO. JED493A34 FEHR & PEERS 7530AveN 2502Jef(ersonAve fuD'Ic Works Deportment CHECK BY: JF FED AID NO. CM01F 0 TRANSPORTATION RTATIOR CONSULTANTS SeaBk, WA 98109 Tacoma, WA 98402 48) a 4s n a vQ' Wl 4n A,.,.. ,m','J,5'°°„ °";'�`'m7S.:,o- APPROV D FOR CONSTRUCTION DATE: N__ 11 a F,Tta PROJMGR: TN_ _ &I. 4m 12os)2erris4o 1253)s27o72o SIGNAL DETAILS '0 AL ENS\ , oSi pie aieaiu C,`„'.'.," ., RWI/. .00111 / NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSIG01.dwg °�,,,•,..'G °�a "" BY: DATE :�.7t //r SHEET NO. 264 OF 304 a a `z n `] a �] a m O No A Y o -e a .p o W N O s a 0 v 3 J n 0 i 0 U 0 i 0 i 0 m 0 N 0 a in i U W 0 a m O 0 LEGEND TSC TRAFFIC SIGNAL CONTROLLER CABINET RRIDE RAPIDRIDE COMMUNICATIONS CABINET ES ETHERNET SWITCH FPP FIBER PATCH PANEL EX EXISTING SE SPLICE ENCLOSURE JB JUNCTION BOX NOTES - FOR RAPID RIDE CABINET PLACEMENT AND DETAILS, SEE SIGNAL PLANS. COVER WITH �- 7 ADJUSTABLE FRAME NO. 38/25 -TA 220 LBS SUITABLE FOR H -20 WHEEL LOAD IN OFF- STREET LOCATIONS WHERE NOT SUBJECTED TO HIGH - DENSITY TRAFFIC VAULT NO. 25 -T 1,500 LBS - a FULL 180' OPEN S" ON N q �F�MTpSRN pqR �q0 TIT I J' -EKN o �0 SPLICE VAULT GENERAL NOTES \ y 1. PROVIDE NON -SKID COVERS FOR LIDS WITH LOCKING BOLTS AND MARK WITH 'ITS' USING 3" HIGH LETTERING. 2. ALL CONDUITS ARE TO BE MANDREL - PROOFED PER WSDOT SPECIFICATIONS. 3. FULL LENGTH 10' WIDE KNOCKOUT IN FLOOR FOR INTERCEPTS 25 -TA (SPLICING HANDHOLE W /KNOCKOUT BASE) NTS I ZV I CV STUB CONDUITS THROUGH 10" BY % "OPENING PROVIDED. STUB MIN 4" IN FROM SIDE WALL SHALL BE HUNG FROM <ING HARDWARE PER WSDOT JDARD PLAN J- 90.10 -00. PLANS FOR SLACK QUANTITY TO STORED. PLANS FOR NUMBER SIZE OF CABLES. :R SPLICE ENCLOSURE PLACED MAXIMIZE BEND RADIUS. `- -FIBER OPTIC CABLE FIBER SPLICE ENCLOSURE AND CABLE STORAGE DETAIL NTS GROUND 7" MIN. I / CLEARANCE I / JUNCTION BOX FIBER OPTIC CABLE COILED IN BOX NEW OR EXISTING CONDUIT FIBER OPTIC INSTALLATION DETAIL NTS PTZ2 PTZ3 H " PTZ4 TSC RRIDE Mi TSC RRIDE Mi TSC RRIDE TSC Mi TSC RRIDE PTZ1 ;� FPP FPP Cc) FPP FPP �) FPP FPP FPP �I FPP FPP I I I I I I I I I + 12 SMFO SHOWN I I I I I I I I I REFLECTS 6 -PAIR ENTERING CABINET AND ITO • , 1N iN i 1N 1'P L�N * , 6 -PAIR EXITING CABINET. WEST ALONG \ IT �I IT a' L° N, 7TH STREET \ I° N, T° N, C141 I It SE __ 96 SMFO SE _- _ 96 SMFO SE _ - -_ 96 SMFO SE _ - -_ 96 SMFO__ - -_ SE 25 -TA VAULT 25 -TA VAULT "\, yg 25 -TA VAULT 25 -TA VAULT 25 -TA VAULT RAINIER AVE I GRADY WAY RAINIER AVE 1 7th ST \S -0 RAINIER AVE 14 h 3430205 � t PL RAINIER AVE / 3rd PL RAINIER AVE (SUNSET BLVD/ ST TO CITY HALL FIBER OPTIC ROUTING SCHEMATIC BID DOCUMENTS III 11 -14 -11 SURVEYED: KPG cC WA 1 DRAWN BY: __JM______ Kp� a► CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 265 of o� P` "a2 S GRADY WAY TO S 2ND ST PROJECT NO. TM40 Mo DESIGN BY: JF _ FEHR & PEERS 753ft AveN 2502 Jefferson Ave Pubic Works Department FED AID NO. C99167( W) CHECK BY: _ _ JF TRANSPORTATION CONSULTANTS Sea WAgSIOJ Tawn INA9W2 a 45 ^ o �� mi ann cw. :.`° _m°�mt� a (20 61 2 867 6 4 0 (2531627 -0720 APP DFOR CONSTRUCTION FIBER OPTIC SCHEMATIC AND DETAILS DATE: NOV 2011 .cac ?C PROJ MGR: TN s_ie e¢0 - s.:.,.o- 10 AL ENG\ isrP,n[,ttwA %150 ,a „, ^° BY DATE: SHEET NO. 265 OF 304 NUMBER REVISION DESCRIPTION BY APP, DATE FILE: 0655DSIG01.dwg °0nvq l alt a z rl n /\I � O ro G � zj N C) 0 at F W -9C o w 0 Z 3 0 c N 3 v M (D U O C h Q, C 3 0 z c� N W O Y 24 SMFO DROP TO 25 -TA N C O fG m V W VI ? W N >7522 I 24 SMFO DROP TO TSC 0 D m V m � 5 0 x � z s M m r n m z � m 1 BLUE 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE INTERSECTION OF RANIER AVE 1 GRADY WAY 8 BLACK 9 YELLOW 10 VIOLET 11 ROSE 12 AQUA 1 BLUE 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE 8 BLACK 9 YELLOW 10 VIOLET 11 ROSE 12 AQUA 96 SMFO 24 SMFO DROP TO TSC INTERSECTION OF RANIER AVE 1 7th ST 24 SMFO DROP TO RRIDE TOWARD HARDY AVE SW TO CITY HALL cm N F- w w x N w V) 1 w z J x U H a T- 3430206 z �y m h L1 O G v 4I 09 o D O N O Z U1 J ly CIGgN 11 -14 -11 w s 'Y 9 SURVEYED: KPG DRAWN BY: AMK '� CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 266 BID ='� S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 �r o n — r DESIGN BY: AMK CHECK BY: JC 753961 Avenue N 2502 Jefferson Avenue Seatte,WA98109 Taooala,WA9M02 DOCUMENTS Public Works Department FIBER OPTIC SPLICE DETAILS FED AID NO. - CM0167(048) ecTST PROJMGR: JF (206)286-0640 (253)627-0720 ( ) APPROVED FOR CONSTRUCTION DATE: NOV 2011 4'��� �'voxnLE' FILE: 0655DSIG03.dwg wHwkP9Wm ''/ BY: DATE:�j�/ /iL SHEET NO. 266 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m h L1 O G v 4I 09 o D O N O Z U1 J w- 0 a 3 a r-i 0 c� 0 i U O O U N C �3 p w 0 0 s n n x r M M I N M N x M M N rn 96 SMFO 24 SMFO DROP TO TSC m O 4) m N S M r iU .Zl .ZI r i m Ir"M zr-1. 1 BLUE 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE 7 RED 8 BLACK 9 YELLOW 10 VIOLET 11 ROSE 12 AQUA 5 S D p O D O F,n m y 24 SMFO DROP TO RRIDE 1 BLUE — 2 ORANGE 3 GREEN 4 BROWN 5 SLATE 6 WHITE 7 RED — 8 BLACK- 9 YELLOW 0 VIOLET - 1 ROSE — 2 AQUA — m'��nppnpp y A D Z f*1 e x O N C D I m� ti 1 BLUE •L t BLUE 2 ORANGE •L .IL �.�ORANGE 3 GREEN 3 GREEN 4 BROWN 4 BROWN 5 SLATE X 5 SLATE 6 WHITE X 6 WHITE 7 RED 7 REE 8 BLACK 8 BLAO 3 YELLOW 9 YELLOW 10 VIOLET 10 VIOLEI 11 ROSE 11 ROSE 2 AQUA 12 A= INTERSECTION OF RAINIER AVE / 4th PL N W? t 8= N M r: MM o S o F o N o I oz�r�. r� xo +rjma 1 BLUE 1 BLUE 2 ORANGE 2 ORANGE 3 GREEN 3 GREEN 4 BROWN 4 BROWN 5 SLATE 5 SLATE BLUE 6 WHITE X 6 WHITE BLUE 00 7 RED 7 RED N ORANGE 8 BLACK 8 BLACK w GREEN 9 YELLOW 9 YELLOW N 10 VIOLET 10 VIOLET 96 SMFO 96 SMFO BROWN 11 ROSE 11 ROSE BROWN 96 SMFO N SLATE 12 AQUA 12 AQUA SLATE I WHITE J TT RED = BLACK BLACK < INTERSECTION OF RAINIER AVE / 3rd PL i- 3430207 a z �y a m y O c ' n y oD d , �C W a .p. O W N O z 3 -j 1e'�y Clwl 11 -14-11 SURVEYED: KPG DRAWN BY: AMK �� 40, Al >} CITY OF F ENTON RAINIER AVENUE S (SR 167) DRAWING NO. 267 R BAD S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y Aoi�E4 DESIGN BY: AMK CHECK BY: JC PROJ MGR: JF 7539th AvenueN 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286.1640 253 627 -0720 DOCUMENTS ( I Public Works Department APP D FOR CONSTRUCTION FIBER OPTIC SPLICE DETAILS FED AID NO. - CM0167(048) DATE: NOV 2011 �w4a �>oNn1. E' FILE: 0655DSIG03.dwg www.kpg.com BY: DATE: �(qy�t SHEET NO. 267 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y a m y O c ' n y oD d , �C W a .p. O W N O z 3 -j WE a 0 Y a —i C7 x r z M I M M M x M N rn J 96 SMFO 25 -TA 24 SMFO DROP TO TSC 1 BLUE - 2 ORANGE 3 GREEN - 4 BROWN - 5 SLATE - 6 WHITE - 7 RED — 8 BLACK - 9 YELLOW - 10 VIOLET - 11 ROSE - 12 AQUA - 1 BLUE - 2 ORANGE 3 GREEN - 4 BROWN - 5 SLATE - 6 WHITE - 7 RED — 8 BLACK - 9 YELLOW - 10 VIOLET - 11 ROSE - 12 AQUA - N 4 A( M V co w O= N m 0 GJ m N 5 A m S 24 SMFO DROP TO RRIDE yN mW A fyyT Oyr V m (O rO � N M Z Z` m RI O JAC O m y D INTERSECTION OF RAINIER AVE /SUNSET BLVD/ 3rd ST T- 3430208 a z �y G m m Oti U I o � � O -C w > o w ti Q N 2 -7 ++ -14-11 ,PoO1GA "'� SURVEYED: KPG DRAWN BY: AMK KPG'r Al } CITY OF PENTON RAINIER AVENUES SR 167 I DRAWING NO. 268 � BID "u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: AMK CHECK BY: JC 7539th AvenueN 2502 Jefferson Avenue Seattle, WA 98109 Taoema, WA 98402 DOCUMENTS Public Works Department FIBER OPTIC SPLICE DETAILS FED AID NO. - 990167(048) ec9;E4 (208) 286-1640 (253) 627 -0720 APP DFOR CONSTRUCTION DATE: NOV 2011 �'w�� ��oNAL E' PROJ MGR: JF FILE: 0655DSIG03.dwg www.kpg.oam BY: DATE: /Z SHEET NO. 268 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y G m m Oti U I o � � O -C w > o w ti Q N 2 -7 O 3 0 m 0 U O C 0 3 0 z c� N 0 ■� SW GRADY WAY NW CORNER AT SW GRADY WAY INTERSECTION PLAN 10} 9 Lz1 to W n Z W Q W_ - Z �1 SW CORNER AT SW GRADY WAY INTERSECTION PLAN NTS W a_ / Z 5", W Q .6 16 6 �\ SOUND FORD _W 3 Z_ 5: 4 \ CONSTRUCTION WALL B'\, LIMIT & ROW O 8 12 1 \ 7 WALL A 0 o :1:• (TYP) 2 ° 6 1 °° .• 3 £l u 10 T ti 9 SIDEWALK EXPANSION JOINT, TYP. SCORE JOINT, o TYP. w o° Ye a N man le! a �pY 10 WA 9 WG S NE CORNER AT SW GRADY WAY INTERSECTION PLAN a t 1 SW GRAY W A W Z } rz 14 W 9 15 a W 00 CONSRUC110N LIMIT Z ° 12 ,r gg 13 ma •• a Cy- Jfl no- ti �a e° u ,® YANKEE GRILL SE CORNER AT SW GRADY WAY INTERSECTION PLAN NTS T- 3430209 CONSTRUCTION NOTES O1 INSTALL GATEWAY SIGN WALL (A), SEE DETAILS, SHEETS 270 -271. O2 INSTALL DECORATIVE ART POLES, TYP. SEE DETAILS, SHEETS 273 -274. O INSTALL DECORATIVE CONCRETE FINISH (COLOR A). SEE DETAILS, SHEET 281, AND NOTE, THIS SHEET. ® INSTALL WALL (B & C) WITH SKATEBLOCKS. SEE DETAIL, SHEET 271. Q5 INSTALL TRASH RECEPTACLE. SEE SURFACE MOUNT DETAIL, SHEET 281, AND TRASH RECEPTACLE SCHEDULE, THIS SHEET. © INSTALL DECORATIVE CONCRETE FINISH (COLOR B). SEE DETAILS, SHEET 281 AND NOTE, THIS SHEET. O7 SCORED CEMENT CONCRETE SIDEWALK AND CONSTRUCTION JOINT LAYOUT. SEE DETAILS, SHEET 281. ® PLANTING AREA, TYP. O9 INSTALL DECORATIVE CROSSWALK TREATMENT. SEE DETAIL, SHEET 281. 10 DECORATIVE STAMPED CONCRETE FINISH. 11 DECORATIVE ROADWAY LUMINAIRE, SEE ILLUMINATION PLANS. 12 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE, SEE SIGNALIZATION PLANS. 13 PEDESTRIAN PUSH BUTTON. SEE SIGNALIZATION PLANS. 14 CEMENT CONCRETE SIDEWALK, PER WSDOT STD PLAN F- 30.10 -01. 15 CEMENT CONCRETE SIDEWALK. SEE PROPERTY RESTORATION PLANS SHEETS 195 -207. 16 INSTALL JUNCTION BOX TYPE 1, SEE DETAILS, SHEETS 271 & 273. LAYOUT POINTS SCHEDULE ITEM : #: STATION OFFSET DESCRIPTION 1 SEE TABLE, SHEET 195 BEGIN CURVE FOR WALL A, PRC 2 SEE TABLE, SHEET 195 END CURVE FOR WALL A, PRC 3 10 +90.64 83.11 RT LAYOUT PT FOR SCORING* 4 SEE TABLE, SHEET 195 BEGIN CURVE FOR WALL B, PRC 5 SEE TABLE, SHEET 195 END CURVE FOR WALL B, PRC 6 10 +59.64 71.92 LT LAYOUT PT FOR SCORING* 7 SEE TABLE, SHEET 195 BEGIN CURVE FOR WALL C, PRC 8 SEE TABLE, SHEET 195 END CURVE FOR WALL C, PRC 9 11 +15.88 178.88 RT RING CONCRETE FINISH, CENTER 10 10 +72.28 F 67.99 LT RING CONCRETE FINISH, CENTER 11 SEE SHEET 81 LAYOUT POINT FOR EDGE OF SCORING 12 SEE SHEET 81 LAYOUT POINT FOR EDGE OF SCORING * SIDEWALK SCORING TO BE ALIGNED WITH BACK OF ADA RAMP. NOTE: ENGINEER TO FIELD LOCATE AND VERIFY DECORATIVE CONCRETE FINISH PRIOR TO INSTALLATION. TRASH RECEPTACLE SCHEDULE L STATION OFFSET 10 +57.72 89.04 [T- 11+4.00 79.61 RT 0 5 10 20 SCALE IN FEET 30 n -14 -11 SURVEYED: KPG �� KPG'r CITY OF PENTON RAINIER AVENUES (SR 167) DRAWING NO- 269 DRAWN BY: PN gip "a S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: KPG Public Works Department a 7539th Avenue N 2502 Jefferson Avenue as`"a a CHECKBY: PF Seak WA98109 Tacama,WA9M02 FED AID NO. - CM0167(048) y<w� DOCUMENTS APP DFORCONSTRUCTION URBAN DESIGN DETAILS aLL (206)286.1640 253627 -0720 DATE: NOV 2011 U PROJ MGR: JF w� ( ) �_ / S GRADY WAY INTERSECTION NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURB01.dwg Yyg Wm BY: DATE: �iL SHEET NO- 269 OF 304 z ay a O N C a .p. o W v, 0 i 0 M 3 0 a Ln 0 0 i U 0 0 i m �3 0 0 i z c� N 0 SEE ALTERNATE SECTION 2 (PREVIOUS SHEET) & 3 PLANTER (WHERE BAT LANE 1' SIDEWALK SHOWN) 015' OR RIGHT TURN LANE ROADWAY CUT SECTION THRU LANE THRU LANE RAINIER AVE S CONSTRUCTION MEDIAN 1, LEFT TURN LANE 8' 5' 13' 11' 11' 3' TO 0 TO 12' 11' 11' 13 ROADWAY CUT SECTION THRU LANE T WALL 4 SECTION, SEE WALL SECTION DETAILS, SHEET 34 BAT LANE OR RIGHT TURN LANE VARIES 2% MAX_ J * i STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS !T SEE INDICATED ON PLANS ALTERNATE SECTION 3 PLANTER ROADWAY FILL SECTION (WHERE BAT LANE 1' SIDEWALK SHOWN) 0.5' OR RIGHT TURN LANE 8' 5' 11 13' VARIES 2% MAX_ 000 0 0 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS 1 SIDEWALK I 8, �I I 2% MAX_ WEST GUTTER REFERENCE FOR ALIGN PROFILES 000 0 0 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS THRU LANE THRU LANE 11' 11' WEST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS 7:Iki1 (WHERE BAT LANE SHOWN) OR RIGHT TURN LANE THRU LANE 5' 13' 11' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES -111 =11 THRU LANE 11' TYPICAL SECTION G APPROX STA 30 +90 TO 32 +60 NTS RAINIER AVE S CONSTRUCTION q ,MEDIAN I, LEFT TURN LANE 3' 0 TO 12' f� I VARIES r 18 21 0000 e0' JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS ROADWAY FILL SECTION THRU LANE 11' ROADWAY PIVOT POINT VARIES TYPICAL SECTION H APPROX STA 32 +60 TO 34 +00 NTS MEDIAN 3' 15' MATERIALS DESCRIPTION 8 2" HMA FOR OVERLAY CL 1/2" PG 70 -22 2 6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS 16' 18" CEMENT CONIC TRAFFIC CURB & GUTTER 0 00 (WSDOT STD PLAN F- 10.12 -02) AS INDICATED ON PLANS 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3° MAX WATER MAIN PIPE LOCATION AND AND PLACE 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2" WEST MEDIAN REFERENCE FOR PG 70 -22 AND 2" HMA FOR OVERLAY CL V PG SIZE VARIES AS INDICATED ON PLANS JOINT UTILITY TRENCH 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) CONDUIT SIZE, COUNT, DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. STORM DRAINAGE PIPE LOCATION AND AND LOCATION VARIES ALIGN PROFILES FROM STA SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE ** TYPICAL SECTION, SHEET 194. 31 +86.55 TO APPROX STA 32 +60 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLAN EAS MEDIAN REFERENCE FOR 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 19 19 PRELEVEL CL J!° PG 70 -22 PLACED IN 3" MAX LIFTS. SEE DETAIL, SHEET 24. 16 8.5" CRUSHED SURFACING BASE COURSE 17 ALIGN PROFILES FROM APPROX 18 FOR WEST GUTTER 92 FOR PANEL LAYOUT WEST MEDIAN REFERENCE FOR CEMENT CONC. STAPLE CURB, SEE DETAIL, SHEET 24 20 12" RESERVOIR COURSE INCL HAUL, PER STA 30 +90 TO STA 31 +86.55 SPECIAL PROVISIONS REFERENCE REFERENCE FOR ALIGN PROFILES FROM APPROX ALIGN PROFILES ALIGN PROFILES STA 30 +90 TO STA 31 +86.55 r r VARIESXISIING ROADWAY GRADE VARIES I •a ° ... '' °.. °° •a a •, •a •° e °' 1 .9 ° •'a° •' e• ° I STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS !T SEE INDICATED ON PLANS ALTERNATE SECTION 3 PLANTER ROADWAY FILL SECTION (WHERE BAT LANE 1' SIDEWALK SHOWN) 0.5' OR RIGHT TURN LANE 8' 5' 11 13' VARIES 2% MAX_ 000 0 0 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS 1 SIDEWALK I 8, �I I 2% MAX_ WEST GUTTER REFERENCE FOR ALIGN PROFILES 000 0 0 JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS THRU LANE THRU LANE 11' 11' WEST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS 7:Iki1 (WHERE BAT LANE SHOWN) OR RIGHT TURN LANE THRU LANE 5' 13' 11' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES -111 =11 THRU LANE 11' TYPICAL SECTION G APPROX STA 30 +90 TO 32 +60 NTS RAINIER AVE S CONSTRUCTION q ,MEDIAN I, LEFT TURN LANE 3' 0 TO 12' f� I VARIES r 18 21 0000 e0' JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS ROADWAY FILL SECTION THRU LANE 11' ROADWAY PIVOT POINT VARIES TYPICAL SECTION H APPROX STA 32 +60 TO 34 +00 NTS MEDIAN 3' 15' THRU LANE ' 11 *3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. **OR REINFORCED CURB AND GUTTER, SEE SHEET 92 FOR STATIONING. STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WALL 4 & 5 SECTIONS, ROADWAY CUT SECTION SEE WALL SECTION DETAILS, SHEETS 34 -35 BAT LANE THRU LANE OR RIGHT TURN LANE r ■ F���.._ ..- � ��,._'.'.:_4 ®mss °'� . ' .. t • . w REINFORCED CONCRETE RETAINING WALL SEE WALL PLANS AND DETAILS, SHEETS 28, 34 AND 35. STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS ALTERNATE SECTION 3 THRU LANE 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES ____- - - - _____ - 10 TYPICAL SECTION I WIDENING AREA VARIES APPROX STA 36 +00 TO STA 38 +50 AS INDICATED ON PLANS NTS 11-14 -11 SURVEYED: KPG ]K3P� '>OSwe� G nACO89c' DRAWN BY: JLF DESIGN BY: JLF 1539thAvenueN 2502 Jefferson Avenue zoe CHECK BY: NM SeaWe,WA96109 Taoorns WA96402 'a zos wm` (206)266-1640 (253) 621 -0120 ,nlorsra ti.� PROJ MGR: JF K"NW Wm oxnt REVISION DESCRIPTION BY APP. DATE FILE: 0656DTYP01.dwg kP9 BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES—\ STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WALL 3 PLANTER NTS (WHERE SHOWNN))��� SIDEWALK 11 5 8 II 2% MAX T=34302 I e� } CITY OF RENTON BID "� Public Works Department DOCUMENTS APPRO ED FOR CONSTRUCTION BY: DATE: 14��/�. SIDEWALK 8' 1 2% MAX <�i \i\ ALTERNATE SECTION 7 APPROX STA 32 +60 TO 33 +19 NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 6. CONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. MATERIAL CODE ® MATERIALS DESCRIPTION 8 2" HMA FOR OVERLAY CL 1/2" PG 70 -22 2 6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS WIDENING AREA VARIES 18" CEMENT CONIC TRAFFIC CURB & GUTTER 0 00 (WSDOT STD PLAN F- 10.12 -02) AS INDICATED ON PLANS 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3° MAX WATER MAIN PIPE LOCATION AND AND PLACE 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL V PG SIZE VARIES AS INDICATED ON PLANS JOINT UTILITY TRENCH 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) CONDUIT SIZE, COUNT, DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. STORM DRAINAGE PIPE LOCATION AND AND LOCATION VARIES EXISTING ROADWAY MAY CONTAIN FOUR LANES SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS PAVEMENT. EXISTING CONCRETE PANEL THRU LANE ' 11 *3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. **OR REINFORCED CURB AND GUTTER, SEE SHEET 92 FOR STATIONING. STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WALL 4 & 5 SECTIONS, ROADWAY CUT SECTION SEE WALL SECTION DETAILS, SHEETS 34 -35 BAT LANE THRU LANE OR RIGHT TURN LANE r ■ F���.._ ..- � ��,._'.'.:_4 ®mss °'� . ' .. t • . w REINFORCED CONCRETE RETAINING WALL SEE WALL PLANS AND DETAILS, SHEETS 28, 34 AND 35. STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS ALTERNATE SECTION 3 THRU LANE 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES VARIES ____- - - - _____ - 10 TYPICAL SECTION I WIDENING AREA VARIES APPROX STA 36 +00 TO STA 38 +50 AS INDICATED ON PLANS NTS 11-14 -11 SURVEYED: KPG ]K3P� '>OSwe� G nACO89c' DRAWN BY: JLF DESIGN BY: JLF 1539thAvenueN 2502 Jefferson Avenue zoe CHECK BY: NM SeaWe,WA96109 Taoorns WA96402 'a zos wm` (206)266-1640 (253) 621 -0120 ,nlorsra ti.� PROJ MGR: JF K"NW Wm oxnt REVISION DESCRIPTION BY APP. DATE FILE: 0656DTYP01.dwg kP9 BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES—\ STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS WALL 3 PLANTER NTS (WHERE SHOWNN))��� SIDEWALK 11 5 8 II 2% MAX T=34302 I e� } CITY OF RENTON BID "� Public Works Department DOCUMENTS APPRO ED FOR CONSTRUCTION BY: DATE: 14��/�. SIDEWALK 8' 1 2% MAX <�i \i\ ALTERNATE SECTION 7 APPROX STA 32 +60 TO 33 +19 NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 6. CONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. MATERIAL CODE ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL 1/2" PG 70 -22 2 6.5" HMA CL Y2" PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONIC TRAFFIC CURB & GUTTER FED AID NO. (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3° MAX AND PLACE 00 TO 3° MAX HMA FOR PRELEVEL CL 1/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL V PG 70 -22. SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR CEMENT CONCRETE DRIVEWAY ENTRANCE PER DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION, SHEET 194. 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194. 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLAN 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 15 BUILDUP ROADWAY GRADE WITH HMA FOR PRELEVEL CL J!° PG 70 -22 PLACED IN 3" MAX LIFTS. SEE DETAIL, SHEET 24. 16 8.5" CRUSHED SURFACING BASE COURSE 17 2" CRUSHED SURFACING BASE COURSE 18 10" CEMENT CONCRETE PAVEMENT. SEE SHEET 92 FOR PANEL LAYOUT 19 CEMENT CONC. STAPLE CURB, SEE DETAIL, SHEET 24 20 12" RESERVOIR COURSE INCL HAUL, PER SPECIAL PROVISIONS 21 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON -WOVEN TYPICAL SECTIONS a z n a m /7r1 Ca N_ r� o a o W N O z 21 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 21 OF 304 a z n a m /7r1 Ca N_ r� o a o W N O z 0 3 s 4 DECORATIVE METAL SHEATH, OF WALL A WALL ART MOSAIC TILE, TYP. DECORATIVE ART POLE 'C' I SEE ELECTRICAL SHEETS ' 272 -274 FOR DETAILS a CIP SIGN WALL A lj`On p CIP CEMENT CONCRETE WALL 8' -5" MIN. SECONDARY LETTERS AND WALL ART MOSAIC SECTION A -A' CITY LETTERS TILE BY OTHERS OF SKATEBLOCK, TYP. DECORATIVE ART POLE 'C', DECORATIVE OF (11 TOTAL ON WALL SEE DETAILS SHEETS 272 -274 ART POLE WALL A CITY LETTERS, TYP. A) M SECONDARY LETTERS, TYP. DECORATIVE METAL EQUAL "' SHEATH, TYP. A I I A, �1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ °Firr w1l'sTO WLiNTUN ❑❑❑ ❑ ❑ ❑❑ J� " y" FINISH GRADE, TYP. � RADIUS, TYP. A � d CHAMFER, 3" EQUAL 3" TYP. FOUNDATION, SEE CHAMFER FACE OF CIP SIGN TYPI • CO — STRUCTURAL DETAIL U-1 SHEET 272 ° 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J ELEVATION "' GATEWAY SIGN WALL A DETAIL NOTE: STUD ANCHORS PER LETTER AND LOGO GRAPHIC LAYOUT, SEE DETAIL THIS SHEET FOR LOCATIONS NOTES: 1. FIELD VERIFY ALL ELEVATIONS WITH ENGINEER PRIOR TO WALL AND FOOTING INSTALLATIONS. 2. SEE STRUCTURAL SHEETS FOR DECORATIVE ART POLE AND CIP WALL DETAILS 1'2" CHAMFER, TYP. GROUT COLUMN SKATEBLOCK, TYP. SHEATH ° INTO PLACE M �" RADIUS, TYP. d d ° OF TILES J WALL ART MOSAIC ° d TILES, PROVIDED AND ° INSTALLED BY ARTIST TOP OF CIP ABBREVIATION LEGEND SIGN WALL A CIP = CAST -IN -PLACE ° CL = CENTER LINE CLR = CLEAR DRILL TO RECEIVE CONT = CONTINUOUS STUD AND EPDXY CSTC = CRUSHED STONE TOP COURSE INTO CONCRETE DIA = DIAMETER WELD %" THREADED WALL A, TYP. DIM = DIMENSION STUD TO BACK OF EA = EACH METAL LETTER PLATE, ELEV = ELEVATION ° EMBED = EMBEDMENT EX = EXISTING METAL SECONDARY d LETTERS, METAL EXP = EXPANSION FTG = FOOTING LETTERS, CONFORM JT = JOINT WITH WALL FACE, 16" L = LENGTH Y4" THICK METAL ° SECONDARY LETTERS OF WALLA RADIUS ON ALL LT =LEFT Q EXPOSED EDGES MAX = MAXIMUM SEE DETAILS SHEET Yz" THICK METAL CITY LETTERS d. MIN = MINIMUM -3'5 SEE DETAIL THIS SHEET SECONDARY AND CITY OC = ON CENTER "2.47 1.20 LETTERS, INSTALL TYP = TYPICAL _ _ _ Z _ _ _ LEVEL AND PLUMB, ��'" I ALIGN FROM THE TOP FACE OF CIP PC = TOP AND BOTTOM N SIGN WALL A PC =POINT OF CURVE PT = POINT T*, oq ° P = PLATE ° R = RADIUS WELD �¢" THREADED ROW = RIGHT -OF -WAY SECTION E -E' STUD TO BACK OF RT = RIGHT METAL LETTER PLATE, rl = ARC LENGTH DECORATIVE METAL FINISH, TYP. ELEVATION (FRONT SIDE]" THREADED STUD NOTE: ENGINEER TO PROVIDE ELECTRONIC FILE FOR SECONDARY LETTERS AND CITY LETTERS LAYOUT. SECONDARY AND CITY LETTERS DETAIL NTS SECTION F -F' M� CL R 4 WALLA RECESS PANEL FOR WALL ART MOSAIC TILES RECESS PANEL DECORATIVE METAL SHEATH SECTION B -B' TYPICAL SECTION D -D' SIGN WALL A DETAILS NTS NOTE: EACH METAL SHEATH SHALL BE CUSTOM FABRICATED TO FIT AT EACH WALL END. ENGINEER TO PROVIDE LAYOUT FOR DECORATIVE CUTOUT PIECES ONCE WALL END ELEVATIONS HAVE BEEN FIELD VERIFIED. 3116" THICK ALUMINUM SHEATH, CURVE TO MATCH WALL FORM OF METAL SHEATH X16" THICK DECORATIVE ALUMINUM CUTOUT PIECES X2" GROUT ALL AROUND METAL SHEATH Yz" RADIUS, TYP. FACE OF CIP SIGN WALL A, BORC FINISH GRADE TOP OF CIP SIGN WALL A ;TTY LETTERS, METAL ETTERS, CONFORM WITH VALL FACE, Y3" RADIUS )N ALL EXPOSED EDGES FACE OF CIP SIGN WALL A T- 3430210 I I I1 11 =1 11 =1 I I I SIGN WALL A TYPICAL SECTION NTS 11 -14 -11 SURVEYED: KPG r� 02 KPGr '� CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 27O DRAWN BY: PN =o= BID � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 wN. DESIGN BY: KPG Public Works Department C \� Nib< 7539hAvanueN 2502JeRemonAvenue FED AID NO. - CM0167(048) ya5U a CHECK BY: PF SeaPoe,WA981U9 TaoJma,WA9902 DOCUMENTS AP DFOR CONSTRUCTION h1 3p� aLL I2osl2es lsao 12531627 -0720 URBAN DESIGN DETAILS DATE: NOV 2011 a w PROJ MGR: JF wxw.kpg.com BY DATE: / SHEET NO. 270 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURBDET01.dwg 1 ;?A 1f S TOP OF WALL A LEVEL a m AND PLUMB, TYP. LIGHT BROOM FINISH 18" INSTALL METAL SKATE TOP, 1" RADIUS ALL = oy BLOCKS TO FIT 1" RADIUS, EDGES, TYP. NUMBER OF SKATEBLOCK o PER URBAN DESIGN PLANS TOP OF WALL A O N z ELEV 30.02' Ln d WALL ART MOSAIC TILES, TO FINISH GRADE, f BE PROVIDED AND CEMENT INSTALLED BY OTHERS CONCRETE T--6 SIDEWALK N FINISH GRADE, I CEMENT CONCRETE 2" �I SIDEWALK FOUNDATION, SEE ° DETAIL SHEET 272 d JOINT, TYP. d AVj L AROUND WALL TOP OF WALL A FTG ELEV 26.78' ° II d d SUBGRADE, TYP. T- 3430210 I I I1 11 =1 11 =1 I I I SIGN WALL A TYPICAL SECTION NTS 11 -14 -11 SURVEYED: KPG r� 02 KPGr '� CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 27O DRAWN BY: PN =o= BID � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 wN. DESIGN BY: KPG Public Works Department C \� Nib< 7539hAvanueN 2502JeRemonAvenue FED AID NO. - CM0167(048) ya5U a CHECK BY: PF SeaPoe,WA981U9 TaoJma,WA9902 DOCUMENTS AP DFOR CONSTRUCTION h1 3p� aLL I2osl2es lsao 12531627 -0720 URBAN DESIGN DETAILS DATE: NOV 2011 a w PROJ MGR: JF wxw.kpg.com BY DATE: / SHEET NO. 270 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURBDET01.dwg 1 ;?A 1f S z �y a m Oa G' = oy 1� U < o w O N z 0 3 v 0 M o' 0 0 U 0 0 U it 3 0 0 z c� w i 0 .o i z 0 z w U w Co Co o! TOP OF WALL LEVEL AND PLUMB, TYP. 1" RADIUS 18" INSTALL METAL SKATE BLOCKS TO ALL EDGES, TYP. FIT 1" RADIUS, NUMBER OF SKATEBLOCK PER URBAN DESIGN TOP OF WALL B ELEV 31.13' PLANS TOP OF WALL C ELEV 30.53' BUFF WASH FINISH ON ALL a z WALL SURFACES FINISH GRADE, ki- 4 NISH GRADE, CEMENT PLANTING AREA a0 °. NCRETE SIDEWALK ° FOUNDATION, SEE DETAIL SHEET 272 ° 3¢" EXPANSION JOINT, TYP. — ° a ALL AROUND WALL ° TOP OF WALL C FTG ELEV 27.71' SUBGRADE, TYP. WALL B OR C TYPICAL SECTION NTS BUFF WASH FINISH, TOP AND ALL 1/8' SIDES, TYP. m CIP WALL a a NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. WALL SCORE JOINT DETAIL NTS EXPANSION JOINT, TYP. JUNCTION BOX TYPE 1 ALIGN WITH SCORING SCORE JOINT, TYP. JUNCTION BOX TYPE 1 LAYOUT DETAIL NTS CIP CEMENT CONCRETE WALL LEVEL AND PLUMB METAL SKATEBLOCKS, TYP. (14 TOTAL ON WALL B) DECORATIVE METAL SHEATH, TYP. SEE NOTE, SHEET 265. FINISH GRADE, TYP. — — — — — WALL SCORE JOINT, TYP. I— — — — — — — — — — — — — — — — — -- TOP, FRONT AND BACK — — — — — — — - - � FOUNDATION, SEE — — — — — — — — — — — — — — — — — STRUCTURAL DETAIL ELEVATION WALL B SHEET 272 L--- ELEVATION WALL C WALL B AND C DETAIL NTS CEMENT CONCRETE WALL, ELAND PLUMB -AL SKATEBLOCKS, TYP. TOTAL ON WALL C) ORATIVE METAL :ATH, TYP. SEE E, SHEET 265. SH GRADE, TYP. ORE JOINT, TYP. TOP, FRONT AND BACK — — — — J FOUNDATION, SEE STRUCTURAL DETAIL SHEET 272 T- 3430211 11 -14 -11 SURVEYED: KPG U °M 46 �- CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 271 DRAWN BY: PIN DESIGN BY: KPG �� BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 7539th AvenueN 2502 Jefferson Avenue FEDAIDNO. - CM0167(048) CHECK BY: PF Sea61e,WA96109 Taooma,WA96402 DOCUMENTS (206)266.1640 (253)627 -0720 APP R V DFOR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011 o JF MGR: PROJ w Ye9 NUMBER REVISION DESCRIPTION BY APP. DATE �' V FILE: 0655DURBDET01.dwg Wv tam BY: DATE: �z SHEET NO. 271 OF 304 a z �y r-n a O o D o w N O z 0 0 3 s ALL DECORATIVE ART DIA POLE, EXCEPT POLE 'C' BASE PLATE, SEE POLE DETAIL THIS SHEET 1Y2" GROUT I 4 "x4" CHAMFER 2' -8 "DIA THICKENED SLAB #4 TIES Q CONDUIT 022" DEEP GROUT ih x E -E o O N W H CEMENT CONCRETE SIDEWALK q OF POLE 'C' AT WALL A (4) SLOTS ACCEPTING GALVANIZED STEEL ANCHOR BOLTS 6r BASE PLATE OPENING WC BOLT CIRCLE (TYP) NO GUSSETS -/4" THICK X -13)2" 0 BASE PLATE Z I— NOTE: GALVANIZED STEEL ANCHOR BOLTS AND BASE PLATES TO Z BE PROVIDED BY POLE MANUFACTURER. POLE MANUFACTURER TO PROVIDE SHOP DRAWINGS OF POLE, BASE PLATES AND ANCHOR C) °w BOLTS FOR ENGINEER APPROVAL PRIOR TO FABRICATION. I m DECORATIVE ART POLE BASE PLATE DETAIL NTS Co 0 I I z ~ w 0 o wM w N M DECORATIVE ART POLE 'C', VERTICAL AND PLUMB CONDUIT WIRING BUTTON HEAD MACHINE SCREW TAMPER PROOF PIN BOLT BASE PLATE, LEVEL ON TOP OF CIP WALL A, SEE DETAIL THIS SHEET HEX COUPLING NUT CIP WALL A (3) #4 11 TIES GALVANIZED STEEL "J" ANCHOR BOLT, TYP., SET VERTICAL AND PLUMB #6 X 1' -6" ANCHOR BAR, EA PAIR OF AB DECORATIVE ART POLE 'C' FOUNDATION & GROUT PAD DETAIL NTS q OF DECORATIVE ART POLE III #4F]- I CAP ® 18" a 1.5" FINISH GRADE, CLR FACE OF CIP WALL A, B OR C 1.5" CEMENT `V CONCRETE CLR #5 ® 12" EACH FACE, EACH WAY w SIDEWALK OR • • a PLANTING FINISH GRADE, CEMENT CONCRETE AREA, TYP. SIDEWALK TOP OF FOOTING ELEVATION, SEE • • SHEETS 270 -271 I II z °o- M V Hil • • • • N SUBGRADE, TYP. III 111 111 #5 CONTINUOUS LAP 2' -6" 30" TYPICAL CIP WALL STRUCTURAL FOOTING DETAIL NTS q OF 6#6 VERT I w DECORATIVE ART POLE DECORATIVE ART POLE WITH GROUND HAND HOLE AT DECORATIVE ART POLE WITH GROUND WIRING, SEE DETAIL SHEET 274 2' -0 "DIA N DECORATIVE ART POLE 'C' WIRING, SEE DETAIL SHEET 273 -274 DRILLED SHAFT-----/o ELEVATION Z ° DECORATIVE ART POLE 'C' FOUNDATION AND BASE PLATE, SEE DETAIL THIS SHEET D! POLE & I-- ° #4 FOUNDATION CAP ®18" L0 Ln CIP WALL A, SEE DETAIL THIS SHEET n� 0 o AND SHEETS 270 -271 , a a Q FINISH GRADE, CEMENT �Q o o CONCRETE SIDEWALK FINISH GRADE, CEMENT CONCRETE SIDEWALK #4 #5 ® 12" EACH FACE, p c EACH WAY • I • III —III III —III FOUNDATION, SEE DETAIL #5 ® 12" O.C. z III I I_ THIS SHEET - - POLE & b III1 FOUNDATION CONDUIT /WIRING, SEE • I III ( I DETAIL SHEET 274 11-011 #6 z m � OPTIONAL JOINT —_III CONDUIT SLEEVE, SEE DETAIL SHEET 274 w UNREINFORCED V -6" UNREINFORCED THICKENED FOOTING 2' -6" THICKENED FOOTING SECTION SECTION E -E' SECTION F -F' T=3430212 DECORATIVE ART POLE FOUNDATION DETAIL DECORATIVE ART POLE'' CONDUITMIRING AND FOUNDATION AT WALL A DETAIL NTS NTS 4 1 hlt j'Sy„ SURVEYED: KPG DRAWN BY: ET BRIGHT ENGINEERING, INC. Al '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 272 SiRUCNflPL 'C NII ENGINEERING BID S GRADY WAY TO S 2ND ST PROJECT NO. TED40343 DESIGN BY: PH 0 �) Public Works Department ;y, ( 1809 7tH AVENUE FED AID NO. - CM0167(048) ,t,; ' "Ib� CHECK BY: AB S° "1100 DOCUMENTS c ",%`~ SEnrru =, WA 98101 APP V DFOR CONSTRUCTION STRUCTURAL DETAILS DATE: NOV 2011 PROJ MGR: JF (206)625-3777 SS70:VAL 4: � �n FAX: (206) 625 -1851 BY: DATE:/ 14i /2 SHEET NO. 272 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE e� FILE: 0655DSTRC01.dwg -y' a z �y O b� N I� N y o n 0 , ` O O z s LEGEND EXISTING NEW D DESCRIPTION • P POLE WITH DECORATIVE POST -TOP GLOBE R RAINIER AVE S +e I IN- GROUND LED LUMINAIRE ® ® E ELECTRICAL SERVICE CABINET 8 J JUNCTION BOX TYPE 1 ELECTRICAL SERVICE An GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSOOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS. 2. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND POLES (ALL NEW FOUNDATION LOCATIONS AND ANCHOR BOLT ORIENTATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION) SHOWN ON THIS PLAN ARE FOR GRAPHIC PRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 3. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). 4. ALL NEW JUNCTION BOX LIDS PLACED IN WALKWAYS SHALL HAVE SKID RESISTANT LIDS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS. 5. CONTRACTOR SHALL COORDINATE WITH ARTIST BENSON SHAW AT (206) 595 -2154 FOR THE LUMINAIRE AND POST -TOP GLOBE INSTALLATION. 6. SEE ILLUMINATION PLANS FOR CONNECTION TO THE POWER SOURCE AND CONDUIT TRENCH DETAILS. 7. AFTER INSTALLATION OF FULLY - FUNCTIONING IN- GROUND LED LIGHTING SYSTEM, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON THE FINAL TILT ANGLE OF THE LUMINAIRE WHEN THE SYSTEM HAS BEEN ENERGIZED. WIRE NOTES ®RACEWAY/ CONDUIT CONDUCTORS COMMENTS SIZE 1 2" SPARE 2 2" 2 -#8 (ILL) NOTES: 1. ALL NEW CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 - #8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE). 2. ALL NEW CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. FACE OF WALL A 40c" l0 CE IN GROUND LED LUMINAIRES AND WALL SIGN o� N f, FINISH GRADE FACE OF WALL A LIGHT PATH o � i h~ i FLkrSH 1 OPTICAL ASSEMBLY TILTED FOR IN- GROUND LED LUMINAIRE (TYP) - GROUND LED LUMINAIRE LAYOUT DETAIL IN- GROUND LED LUMINAIRE LAYOUT AND ORIENTATION DETAIL IN MAXIMUM WALL ILLUMINANCE IN- GROUND LED LUMINAIRE, TOP OF LIGHT SET FLUSH WITH FINISH GRADE TYPICAL OPTICAL ASSEMBLY ORIENTATION e PLAN 2 0 5 10 20 30 SCALE IN FEET CONSTRUCTION NOTES O1 CONSTRUCT FOUNDATION FOR DECORATIVE ART POLE. FURNISH AND INSTALL DECORATIVE ART POLE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT. INSTALLATION OF THE RISER ASSEMBLY AND POST -TOP GLOBE BY OTHERS. FOR INSTALLATION DETAILS, SEE ELECTRICAL DETAILS SHEET 274, ILLUMINATION PLANS (CONDUIT TRENCH DETAIL), COR STANDARD DRAWINGS J013 AND SPECIAL PROVISIONS. O CONSTRUCT WALL WITH ANCHOR BOLTS PER UBRAN DESIGN DETAIL SHEETS 269 -272. FURNISH AND INSTALL DECORATIVE ART POLE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT ON TOP OF THE WALL. INSTALLATION OF THE RISER ASSEMBLY AND POST -TOP GLOBE BY OTHERS. FOR INSTALLATION DETAILS, SEE ELECTRICAL DETAILS SHEET 274, ILLUMINATION PLANS (CONDUIT TRENCH DETAIL), COR STANDARD DRAWINGS J013 AND SPECIAL PROVISIONS. O FURNISH AND INSTALL IN- GROUND LED LUMINAIRE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT PER "IN- GROUND LED LUMINAIRE LAYOUT DETAIL ", ELECTRICAL DETAILS SHEET 274. IN- GROUND LED LUMINAIRES SHALL BE FIELD LOCATED IN THE PRESENCE OF THE ENGINEER AND THE ARTIST. SEE SPECIAL PROVISIONS. ® INSTALL NEW JUNCTION BOX TYPE 1 PER "JUNCTION BOX LAYOUT DETAIL ", URBAN DESIGN DETAILS SHEET 271. LID SHALL BE LABELED "LT". O FOR CONTINUATION OF CONDUIT /WIRING, SEE ILLUMINATION PLANS. © LOCATION OF POWER SOURCE. SEE ILLUMINATION PLANS FOR CONSTRUCTION NOTE, WIRING AND DETAILS. O TERMINATE CONDUIT FOR IN- GROUND LED LUMINAIRES IN DECORATIVE ART POLE. SPLICE IN- GROUND LED LUMINAIRE WIRING INTO DECORATIVE ART POLE CIRCUIT. T- 3430213 I 11.1411 SURVEYED: KPG >� CITY OF RENTON ( ) �P>s�w °sn. 7t�� ,� RAINIER AVENUES SR 167 DRAWING NO. 273 'f DRAWN BY: JHL ii Re 9 BID "� S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ z DESIGN BY: JHL 7539th AvenueN 2562 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: JC Sege, WA 98109 Tacoma, WA 98462 DOCUMENTS ELECTRICAL PLAN AND DETAILS A 39324 2� APP FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF (2061286.1640 (253)627 -0720 " "COm BY: DATE: SW GRADY WAY INTERSECTION SHEET NO. 273 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: Details.dwg : a a z n `] a r'] m /r ti O =C N�a a � o :IJ o w N O NOTES: 1. ALL NEW CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 - #8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE). 2. ALL NEW CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. FACE OF WALL A 40c" l0 CE IN GROUND LED LUMINAIRES AND WALL SIGN o� N f, FINISH GRADE FACE OF WALL A LIGHT PATH o � i h~ i FLkrSH 1 OPTICAL ASSEMBLY TILTED FOR IN- GROUND LED LUMINAIRE (TYP) - GROUND LED LUMINAIRE LAYOUT DETAIL IN- GROUND LED LUMINAIRE LAYOUT AND ORIENTATION DETAIL IN MAXIMUM WALL ILLUMINANCE IN- GROUND LED LUMINAIRE, TOP OF LIGHT SET FLUSH WITH FINISH GRADE TYPICAL OPTICAL ASSEMBLY ORIENTATION e PLAN 2 0 5 10 20 30 SCALE IN FEET CONSTRUCTION NOTES O1 CONSTRUCT FOUNDATION FOR DECORATIVE ART POLE. FURNISH AND INSTALL DECORATIVE ART POLE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT. INSTALLATION OF THE RISER ASSEMBLY AND POST -TOP GLOBE BY OTHERS. FOR INSTALLATION DETAILS, SEE ELECTRICAL DETAILS SHEET 274, ILLUMINATION PLANS (CONDUIT TRENCH DETAIL), COR STANDARD DRAWINGS J013 AND SPECIAL PROVISIONS. O CONSTRUCT WALL WITH ANCHOR BOLTS PER UBRAN DESIGN DETAIL SHEETS 269 -272. FURNISH AND INSTALL DECORATIVE ART POLE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT ON TOP OF THE WALL. INSTALLATION OF THE RISER ASSEMBLY AND POST -TOP GLOBE BY OTHERS. FOR INSTALLATION DETAILS, SEE ELECTRICAL DETAILS SHEET 274, ILLUMINATION PLANS (CONDUIT TRENCH DETAIL), COR STANDARD DRAWINGS J013 AND SPECIAL PROVISIONS. O FURNISH AND INSTALL IN- GROUND LED LUMINAIRE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT PER "IN- GROUND LED LUMINAIRE LAYOUT DETAIL ", ELECTRICAL DETAILS SHEET 274. IN- GROUND LED LUMINAIRES SHALL BE FIELD LOCATED IN THE PRESENCE OF THE ENGINEER AND THE ARTIST. SEE SPECIAL PROVISIONS. ® INSTALL NEW JUNCTION BOX TYPE 1 PER "JUNCTION BOX LAYOUT DETAIL ", URBAN DESIGN DETAILS SHEET 271. LID SHALL BE LABELED "LT". O FOR CONTINUATION OF CONDUIT /WIRING, SEE ILLUMINATION PLANS. © LOCATION OF POWER SOURCE. SEE ILLUMINATION PLANS FOR CONSTRUCTION NOTE, WIRING AND DETAILS. O TERMINATE CONDUIT FOR IN- GROUND LED LUMINAIRES IN DECORATIVE ART POLE. SPLICE IN- GROUND LED LUMINAIRE WIRING INTO DECORATIVE ART POLE CIRCUIT. T- 3430213 I 11.1411 SURVEYED: KPG >� CITY OF RENTON ( ) �P>s�w °sn. 7t�� ,� RAINIER AVENUES SR 167 DRAWING NO. 273 'f DRAWN BY: JHL ii Re 9 BID "� S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ z DESIGN BY: JHL 7539th AvenueN 2562 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: JC Sege, WA 98109 Tacoma, WA 98462 DOCUMENTS ELECTRICAL PLAN AND DETAILS A 39324 2� APP FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF (2061286.1640 (253)627 -0720 " "COm BY: DATE: SW GRADY WAY INTERSECTION SHEET NO. 273 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: Details.dwg : a a z n `] a r'] m /r ti O =C N�a a � o :IJ o w N O a a z n `] a r'] m /r ti O =C N�a a � o :IJ o w N O POLE SCHEDULE ® STATION OFFSET POLE POLE GROUND LUP/' I.D. FLUSH WITH TENON N Li A � HEIGHT DIAMETER O RAINIER AVE S, 106.9' RT 4' -0" 5.06" SEE GRg6INDING STA 10 +8888 .4 N Y ALUMINUM PIPE TENON (GROUND) © RAINIER S, 103.0' RT 4' -6" 5.13" STA 10 +89+89 .1 3 - #8 I © RAINIER AVE S, 99.1' RT 2' -11" 4.78" STA 10 +90.0 POST FLANGE (Y4" THICK X 6Y2" 4) Q RAINIER AVE S, 95.3' RT 6' -4" 5.39" °,. / STA 10+91.3 (D RAINIER AVE S, 91.6' RT 8' -1" 5.63" WEEP HOLE STA 10 +92.8 SEE THIS SHEET FOR FOR DRAINAGE O RAINIER AVE S, 88.1' RT 9' -9" 5.87" °11 STA 10 +94.7 © RAINIER AVE S, 84.7' RT 11' -4" 6.09" STA 10 +9696 .8 O RAINIER AVE S, 81,6' RT 12' -0" 6.18" STA 10 +99.3 O RAINIER AVE S, 78.6' RT 11' -7" 6.12" STA 11 +02.0 O RAINIER AVE S, 75.9' RT 10' -1" 5.91" STA 11 +04.9 0 RAINIER AVE S, 73.5' RT 7' -0" 5.48" STA 11 +08.1 © RAINIER AVE S, 71,5' RT 4' -7" 5.14" STA 11 +11.6 O RAINIER AVE S, 70.6' RT S -1" 4.93" STA 11 +15.5 O RAINIER AVE S, 71.7' RT 2' -6" 4.85" STA 11 +19.3 O RAINIER AVE S, 74.5' RT V -2" 4.94" STA 11 +2222 .1 NOTES: 1. MANUFACTURER TO PROVIDE CLOSED NIPPLE LENGTH WITH SHORTEST NIPPLE LENGTH POSSIBLE. 2. NTP HOLE IN POST FLANGE SHALL BE ON POLE AXIS. 3. NO GASKETS ANYWHERE ON POLE POST -TOP ASSEMBLY. w x N Ln F L M 0 w U N J 0 a w w I w Of 1- x w x J 0 Q_ U_ ~ �a �w �¢ M M PAINT SPECIFICATIONS: ALL METAL POLE PARTS SHALL BE FACTORY PRIMED AND POWDER COAT FINISH COLOR: RAIL 7047 "TELEGREY 4" 20 WATT LED LUMININAIRE SHALL BE PROVIDED AND INSTALLED BY OTHERS 1 RISER ASSEMBLY AND DECORATIVE POST -TOP GLOBE SHALL BE INSTALLED BY OTHERS POLE POST TOP & TENON ASSEMBLY SHALL BE FABRICATED AND WELDED BY THE POLE MANUFACTURER. SEE THIS SHEET FOR DETAIL POLE AND BRACKET CABLE INSTALL ALL ASSOCIATED WIRING TAPERED ALUMINUM POLE (0.14 " /FT, 0.188" MINIMUM POLE WALL THICKNESS) WITH POLE POST TOP ASSEMBLY. POLE SET VERTICAL AND PLUMB. SEE POLE SCHEDULE FOR POLE HEIGHT AND DIAMETER. FOR CONTINUATION OF LUMINAIRE WIRING, 7 SEE TYPICAL POLE / JUNCTION BOX WIRING DETAIL, THIS SHEET I 3 -5/8" x 6.5' HANDHOLE WITH REMOVABLE ACCESS COVER AND STAINLESS STEEL SCREWS. ALL HANDHOLES SHALL BE ORIENTED AWAY FROM FACE OF CURB. BASE PLATE EDGES SHALL BE PARALLEL TO THE SIDEWALK SCORING PATTERN DECORATIVE ART POLE WITH POST -TOP GLOBE DETAIL w F? FINISH GRADE 00 x Z C' 0 N 0 3 - #8 (ONE IS GROUND) 1" ROUND FORM (TYP) GROUT FLUSH WITH 9.5" OD FINISH GRADE (TYP) SIDEWALK SIDE VIEW � d SEAL WATERTIGHT PER MANUFACTURER'S RECOMMENDATIONS 3 - #8 (ONE IS GROUND) 1/2" PVC SCH 40 CONDUIT 2 - #8 / a m TOP FLANGE _ GROUND LUP/' I.D. FLUSH WITH TENON N Li A � I� 2 -#8 \�\ � a 4 -7/8" OD �\ 4)i° O.D. SCHEDULE 40 SEE GRg6INDING / N Y ALUMINUM PIPE TENON (GROUND) NOTE # HOLE (4 AT 90'), TYP. \1 I I Y4" NTP CLOSED NIPPLE (TO ACCEPT 3 - #8 I LUMINAIRE PROVIDED BY OTHERS) Cz ONE IS GROU 7 ° \ POST FLANGE (Y4" THICK X 6Y2" 4) 4.5" POST TOP j BORE & THREAD CENTER FOR '" NTP °,. / WELDING BY POLE MANUFACTURER / ° WEEP HOLE SEE GROUNDING SEE THIS SHEET FOR FOR DRAINAGE NOTE #2 \11 POLE DETAILS TYPICAL POLE POST -TOP DETAIL °11 NOTES: 1. MANUFACTURER TO PROVIDE CLOSED NIPPLE LENGTH WITH SHORTEST NIPPLE LENGTH POSSIBLE. 2. NTP HOLE IN POST FLANGE SHALL BE ON POLE AXIS. 3. NO GASKETS ANYWHERE ON POLE POST -TOP ASSEMBLY. w x N Ln F L M 0 w U N J 0 a w w I w Of 1- x w x J 0 Q_ U_ ~ �a �w �¢ M M PAINT SPECIFICATIONS: ALL METAL POLE PARTS SHALL BE FACTORY PRIMED AND POWDER COAT FINISH COLOR: RAIL 7047 "TELEGREY 4" 20 WATT LED LUMININAIRE SHALL BE PROVIDED AND INSTALLED BY OTHERS 1 RISER ASSEMBLY AND DECORATIVE POST -TOP GLOBE SHALL BE INSTALLED BY OTHERS POLE POST TOP & TENON ASSEMBLY SHALL BE FABRICATED AND WELDED BY THE POLE MANUFACTURER. SEE THIS SHEET FOR DETAIL POLE AND BRACKET CABLE INSTALL ALL ASSOCIATED WIRING TAPERED ALUMINUM POLE (0.14 " /FT, 0.188" MINIMUM POLE WALL THICKNESS) WITH POLE POST TOP ASSEMBLY. POLE SET VERTICAL AND PLUMB. SEE POLE SCHEDULE FOR POLE HEIGHT AND DIAMETER. FOR CONTINUATION OF LUMINAIRE WIRING, 7 SEE TYPICAL POLE / JUNCTION BOX WIRING DETAIL, THIS SHEET I 3 -5/8" x 6.5' HANDHOLE WITH REMOVABLE ACCESS COVER AND STAINLESS STEEL SCREWS. ALL HANDHOLES SHALL BE ORIENTED AWAY FROM FACE OF CURB. BASE PLATE EDGES SHALL BE PARALLEL TO THE SIDEWALK SCORING PATTERN DECORATIVE ART POLE WITH POST -TOP GLOBE DETAIL w F? FINISH GRADE 00 x Z C' 0 N 0 3 - #8 (ONE IS GROUND) 1" ROUND FORM (TYP) GROUT FLUSH WITH 9.5" OD FINISH GRADE (TYP) SIDEWALK SIDE VIEW � d SEAL WATERTIGHT PER MANUFACTURER'S RECOMMENDATIONS 3 - #8 (ONE IS GROUND) 1/2" PVC SCH 40 CONDUIT 2 - #8 / a m 1 � � GROUND LUP/' N Li A � I� 2 -#8 \�\ � a 4 0 \\ SEE GRg6INDING O N Y (GROUND) NOTE # \1 3 - #8 I ONE IS GROU 7 ° I j SEE GROUNDING °,. / NOTE \3 4 / ° ° d/� SEE GROUNDING NOTE #2 \11 °11 3 - #8 (ONE IS\\ GROUND) POLE GROUND WIRING DETAIL SEE ILLUMINATION PLANS FOR CONTINUATION. 3 - #8 WIRING (ONE IS GROUND) GROUNDING ROD (5/8" X 8' LONG) IN- GROUND LED LUMINAIRE DETAIL NTS SEC MODEL 1791 -DP (DOUBLE PIN), OR APPROVED EQUAL JUNCTION BOX TYPE 1. SEE COR STD DWG #JO07 FOR DETAILS NOT SHOWN SEE GROUNDING NOTE #4 °'p b n e 3 - #8 WIRING (ONE IS GROUND) IN- GROUND LED LUMINAIRE (3200K CCT) WITH ADJUSTABLE OPTICAL ASSEMBLY AND INTEGRAL DRIVER. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TOP VIEW \z7 i/z OPENINGS FOR CONDUIT ENTRY BOTTOM VIEW T- 3430214 GROUNDING NOTES: 1. USE NON- INSULATED #4 AWG STRANDED COPPER. PROVIDE 3' MINIMUM SLACK ROUTE CONDUCTOR TO THE GROUND LUG. 2. CLAMP CONDUCTOR TO STEEL REINFORCING BAR WITH USTED CONNECTOR SUITABLE FOR USE EMBEDDED IN CONCRETE. 3. USE NON- INSULATED #4 AWG STRANDED COPPER AND BOND JUMPER WIRE TO RGS CONDUITS. 4. USE NON- INSULATED #4 AWG STRANDED COPPER AND BOND TO RGS CONDUITS, GROUND ROD, AND JUNCTION BOX LID. SEC MODEL 1 (DOUBLE PIN), , OR OR APPROVED EQUAL SEE "POLE GROUND WIRING DETAIL" THIS >' SHEET / I I TO LUMINAIRE (TYP) SEC MODEL 1791 SF POLE AND (SINGLE FUSED), OR BRACKET APPROVED EQUAL CABLE \ GROUND LUG (TYP) ° I a n a 3 - #8 WIRING (ONE IS GROUND) TYPICAL POLE 1 JUNCTION BOX WIRING DETAIL (EXCEPT FOR POLE 'C' (WALL A MOUNTED), SEE "DECORATIVE ART POLE 'C' CONDUIT /WIRING AT FOUNDATION DETAIL" SHEET 272 N -J . a 1" RGS CONDUIT (TYP) - 3 - #8 WIRING (ONE IS GROUND) - SEE FOUNDATION DETAIL, SHEET 272 11-14-11 SURVEYED: KPG C WA DRAWN DRAWN BY: JHL CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 274 DESIGN BY: JHL BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y - z 7539th AvenueN 2502 Jefferson Avenue FEDAIDNO. - CM0167(048) CHECK BY: JC Sealte,WA96109 Tacnma,WA9IW02 DOCUMENTS A 39324 y`r APP FOR CONSTRUCTION ELECTRICAL DETAILS of �rsre `�' PROJ MGR: JF (206) 28G1640 (253) 627 -0720 DATE: NOV 2011 �`DNAL wenv.kpg.can BY: DATE: NUMBER REVISION DESCRIPTION BY APP. DATE FILE: Details.dwg � ,� /t S GRADY WAY INTERSECTION SHEET NO. 274 OF 304 a z z a m Oa G' N Li A � I� 1 w � a 4 0 w O N Y s WALGREEN'S i7. SW SUNSET BLVD J P 1-y)/ NW CORNER AT SW SUNSET BLVD INTERSECTION PLAN NTS SW SUNSET BLVD ' 12 EXP JT, TYP. SEE °° °O DETAIL SHEET 281 4 Z m 70 L Z C m U1 w ttwmm _ 14 � 2 \ \ 3 7 lisp G �6 .12: ROW 9 ti$ N OREILLY'S CONSTRUCTION LIMIT 9 SW CORNER AT SW SUNSET BLVD INTERSECTION PLAN �C �G Z W EXP JT, TYP., SEE DETAIL SHEET 281 NE CORNER AT S 3RD ST INTERSECTION PLAN NTS G �2 GN S 3RD ST EXP JT, TYP. SEE DETAIL SHEET 10:• SIDEWALK SCORE JOINT, TYP. S 3RD ST •:14: cJ� "N It ° o° r t, 2 3 ROW / / A CONSTRUCTION APPROXIMATE ° LIMIT -, 11 LOCATION FOR - ' MONUMENT SIGN `e 6 1s 13: o SHELL STATION { \ SE CORNER AT S 3RD ST INTERSECTION PLAN NTS T- 3430215 CONSTRUCTION NOTES CEMENT CONCRETE SIDEWALK. SEE PROPERTY RESTORATION PLANS SHEETS 195 -207. Q2 INSTALL BENCH. SEE DETAILS, SHEET 281,AND BENCH SCHEDULE, THIS SHEET. O3 INSTALL TRASH RECEPTACLE. SEE SURFACE MOUNT DETAIL, SHEET 281, AND TRASH RECEPTACLE SCHEDULE, THIS SHEET. ® INSTALL GATEWAY TRELLIS. SEE DETAILS, SHEETS 276 -278, & 280. ADJUST COLUMN TO TRELLIS. O5 INSTALL IDENTITY POLES, TYPE A -C. SEE DETAILS, SHEETS 278 -279, AND IDENTITY POLE SCHEDULE, THIS SHEET. © SCORED CEMENT CONCRETE SIDEWALK AND CONSTRUCTION JOINT LAYOUT. SEE DETAILS, SHEET 281. Q7 INSTALL DECORATIVE CONCRETE FINISH (COLOR B). SEE DETAILS, SHEET 281, AND NOTE, THIS SHEET. ® INSTALL DECORATIVE STAMPED CONCRETE SIDEWALK. Og PLANTING AREA, TYP. 10 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. 11 DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. 12 INSTALL DECORATIVE CROSSWALK TREATMENT. SEE DETAIL, SHEET 281. 13 PEDESTRIAN PUSH BUTTON, SEE SIGNALIZA11ON PLANS. 14 INSTALL BRONZE PLAQUE. SEE URBAN DESIGN DETAIL, SHEET 281. 15 DECORATIVE STAMPED CONCRETE FINISH. 16 CEMENT CONCRETE SIDEWALK, PER WSDOT STD PLAN F- 30.10 -01. LAYOUT POINTS SCHEDULE ITEM :, #,: STATION OFFSET WALKER'S RENTON LT 548 +82.29 ROW & CONSTRUCTION LIMIT SUBARU 10 LT LAYOUT PT FOR SCORING 551 +33.38 2 �OF .2r '«t. LAYOUT iBf��s •••3 GATEWAY 8 2a 550 +68.03 e, 4 9 LAYOUT PT 2 I TRELUS 3 46 +50.25 52.20 RT LAYOUT PT .tai SCORING 4 45 +46.47 74.43 RT LAYOUT 7 rrc 11 EXP JT, TYP., SEE DETAIL SHEET 281 NE CORNER AT S 3RD ST INTERSECTION PLAN NTS G �2 GN S 3RD ST EXP JT, TYP. SEE DETAIL SHEET 10:• SIDEWALK SCORE JOINT, TYP. S 3RD ST •:14: cJ� "N It ° o° r t, 2 3 ROW / / A CONSTRUCTION APPROXIMATE ° LIMIT -, 11 LOCATION FOR - ' MONUMENT SIGN `e 6 1s 13: o SHELL STATION { \ SE CORNER AT S 3RD ST INTERSECTION PLAN NTS T- 3430215 CONSTRUCTION NOTES CEMENT CONCRETE SIDEWALK. SEE PROPERTY RESTORATION PLANS SHEETS 195 -207. Q2 INSTALL BENCH. SEE DETAILS, SHEET 281,AND BENCH SCHEDULE, THIS SHEET. O3 INSTALL TRASH RECEPTACLE. SEE SURFACE MOUNT DETAIL, SHEET 281, AND TRASH RECEPTACLE SCHEDULE, THIS SHEET. ® INSTALL GATEWAY TRELLIS. SEE DETAILS, SHEETS 276 -278, & 280. ADJUST COLUMN TO TRELLIS. O5 INSTALL IDENTITY POLES, TYPE A -C. SEE DETAILS, SHEETS 278 -279, AND IDENTITY POLE SCHEDULE, THIS SHEET. © SCORED CEMENT CONCRETE SIDEWALK AND CONSTRUCTION JOINT LAYOUT. SEE DETAILS, SHEET 281. Q7 INSTALL DECORATIVE CONCRETE FINISH (COLOR B). SEE DETAILS, SHEET 281, AND NOTE, THIS SHEET. ® INSTALL DECORATIVE STAMPED CONCRETE SIDEWALK. Og PLANTING AREA, TYP. 10 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION PLANS. 11 DECORATIVE ROADWAY LUMINAIRE. SEE ILLUMINATION PLANS. 12 INSTALL DECORATIVE CROSSWALK TREATMENT. SEE DETAIL, SHEET 281. 13 PEDESTRIAN PUSH BUTTON, SEE SIGNALIZA11ON PLANS. 14 INSTALL BRONZE PLAQUE. SEE URBAN DESIGN DETAIL, SHEET 281. 15 DECORATIVE STAMPED CONCRETE FINISH. 16 CEMENT CONCRETE SIDEWALK, PER WSDOT STD PLAN F- 30.10 -01. LAYOUT POINTS SCHEDULE ITEM :, #,: STATION OFFSET DESCRIPTION LT 548 +82.29 1 47 +17.67 72.85 LT LAYOUT PT FOR SCORING 551 +33.38 2 46 +66.80 51.59 RT LAYOUT PT FOR GATEWAY TRELLIS 2a 550 +68.03 36.41 LT LAYOUT PT FOR GATEWAY TRELUS 3 46 +50.25 52.20 RT LAYOUT PT FOR SCORING 4 45 +46.47 74.43 RT LAYOUT PT FOR SCORING 5 45 +89.01 75.16 LT LAYOUT PT FOR GATEWAY TREWS 5a 549 +23.45 51.58 RT LAYOUT PT FOR GATEWAY TREWS 6 45 +96.61 59.15 LT LAYOUT PT FOR SCORING 7 548 +66.15 43.53 LT LAYOUT PT FOR EDGE OF SCORING 8 47 +38.19 48.27 LT LAYOUT PT FOR EDGE OF SCORING 9 46 +72.10 36.36 RT LAYOUT PT FOR EDGE OF SCORING 10 550 +93.18 22.38 LT LAYOUT PT FOR EDGE OF SCORING 11 549 +08.93 1 35.35 RT LAYOUT PT FOR EDGE OF SCORING 12 SEE SHEET 90 LAYOUT PT FOR EDGE OF SCORING 13 45 +09.55 150.00 RT LAYOUT PT FOR EDGE OF SCORING 14 551 +49.79 1 22.45 RT LAYOUT PT FOR EDGE OF SCORING IDENTITY POLE SCHEDULE NOTE: ENGINEER TO FIELD LOCATE AND VERIFY DECORATIVE CONCRETE FINISH PRIOR TO INSTALLATION. STATION OFFSET 548 +62.34 59.21' LT 548 +82.29 69.23' LT 548 +96.57 74.01' LT 551 +14.88 59.97' RT 551 +33.38 52.60' RT 551 +35.79 46.06' RT TRASH RECEPTACLE SCHEDULE STATION OFFSET 548 +91.40 61.61' LT 549 +39.50 59.41' RT 550 +40.79 40.72' LT 551 +09.34 57.43' RT BENCH SCHEDULE I STATION OFFSET 548 +95.19 68.53' LT 549 +34.07 56.43' RT 550 +46.78 40.30' LT 551 +17.85 1 w 53.95' RT 0 5 10 20 30 SCALE IN FEET z mya m ,.n �(� �w11 �)U� wowu �/ W O W R t�^ k'?�w < 3�N i s li-ta1l - a ¢F w SURVEYED: KPG DRAWN BY: PN DESIGN BY: KPG CHECK BY: PF PROJ MGR: JF FILE: 0655DURB01.dwg Kp� 7539hAvenueN 2502 Jefferson Avenue BID Sea9Je, WA 98109 Tacoma, WA 98402 DOCUMENTS (206)26GI640 (253)627 -0720 vrw.kpg.com , `° CITY OF RENTON - Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: it /2 RAINIER AVENUES SR 167 S GRADY WAY TO S 2ND ST URBAN DESIGN DETAILS SW SUNSET BLVD /S 3RD STREET INTERSECTION DRAWING NO. 275 PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 275 OF 304 a v 1 w o W 0 z y NUMBER REVISION DESCRIPTION BY APP. DATE z mya m Oa G � N Q a v 1 w o W 0 z y a 0 3 0 w 0 0 0 U 0 c 0 i 3 O Z w i 0 .o 0 z 0 z w U w 0 C' !1C AACTAI DOLT IETAL CAP, FINISH 'C'. ATTACH CAP TO ONCEALED TABS WITH MACHINE SCREWS WELD LOWER BAND TO CAP, FINISH 'C' ALUMINUM SHEATH (BACK), WITH DECORATIVE ALUMINUM CUTOUTS BACK SIDE r „1 ,.!r. M^,, METAL POST TRELLIS COLUMN CAP SECTION FRONT SIDE - FACING INTERSECTION 36' -5' 30' -O" CL CL OF TRELLIS TOP CHORD, TYP. TRELLIS RAIL, TYP. COLUMN POST EQUAL EQUAL CL F POST SEE STRUCTURAL DETAILS, SHEETS 278 FOR COLLAR, �3' -2.5" TYP. ATTACHMENT &OTHER TRELLIS MEMBERS O TRELLIS COLUMN CAP, SEE DETAIL THIS SHEET ALUM. SHEATH 1' -6" (2) MACHINE SCREWS PER NOTES: CENTER DIAGONAL, TYP. SEAM EACH SIDE THROUGH LOWER BAND OF CAP, 3" WIDE, ,� TO SUPPORT FRAME FINISH 'C' o < (12 SCREWS TOTAL) 1. SEE THIS SHEET, SHEET 277 AND 278 FOR STRUCTURAL TRUSS DIAGONAL, TYP. I DETAILS, INCLUDING MEMBER SIZES, CONNECTIONS AND INTERNAL SUPPORT FRAME, SEE FOOTINGS. ALUM. SHEATH, IN TWO PARTS, o STRUCTURAL DETAILS, SHEET BOTTOM CHORD OF TRUSS FINISH 'A'. I - k -� — 27g + 2. ENTIRE TRELLIS TRUSS SYSTEM TO BE FABRICATED AND METAL POST L I FINISHED OFF -SITE AND INSTALLED ON ERECTED METAL APPLIED DECORATIVE ALUM. CUTOUTS, CID POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON o FINISH 'B' WELDED TO SHEATH, x (2) PIECE LOWER BAND, WELDED SITE AFTER TRUSS IS IN PLACE, o IIL-F TO INSIDE OF EACH FRONT AND PATTERN DETAIL TO BE PROVIDED BY TRELLIS COLUMN, 11P. BACK SHEATH; FIT LOWER BAND z ENGINEER. � � 3. DECORATIVE DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR SNUG TO POS T. TO IDENTITY POLE, DETAIL SHEET 279. FINAL GRAPHIC o DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THE < ? N" CHAMFER AROUND TOP OF ENGINEER. - -�- OOTING. TROWEL FINISH TOP. 10 04 LOWER BAND, FINISH 'C' FINISH GRADE N METAL POST, FINISH 'D' SET TOP OF TRELLIS COLUMN a z FOOTINGS LEVEL & AT SAME > a GRADE. STRUCTURE TO BE TRUE FINISH GRADE _ _ � • ,I : " CONCRETE FOUNDATION, -AND -aUg -- - - -_ -- -- --- --- - ----- — SEE DETAIL SHEET 278 COLUMN CENTER IS CONCRETE FOOTING, TYP. REFERENCE STATION T=3430216 OF METAL POST & POINT PER PLANS, TYP. SECTION TRELLIS COLUMN GATEWAY TRELLIS ELEVATION GATEWAY TRELLIS COLUMN DETAILS NTS NTS 11 -14 -11 SURVEYED: KPG RAINIER AVE S 167 ( ) SR DRAWING NO. 276 DRAWN BY: PN/SJ •_ CITY OF RENTON ENU BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 v o��rc DESIGN BY: KPG Public Works Department a=�w 75396 Avenue N 2502JefieaonAuenue FEDAIDNO. - CM0167(048) q Nawa a CHECK BV: PF Seatle,WA98109 Tacoma, WA 96402 DOCUMENTS <a (206) 286-1640 253627 -0720 APPR OR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011 o w PROJ MGR: JF vmNk COm ( ) NUMBER REVISION DESCRIPTION BY APP. DATE 5 o FILE: 0655DURBDET01.dwg BY: DATE: / /ir SHEET NO. 276 OF 304 z �y m /r Pi O 4 N c � o w i ~ JI RUBBER GASKET AROUND INSIDE OF CAP NOTES: CONCEALED TABS BAND & BETWEEN TABS AND CAPS INTERNAL SUPPORT FRAME, SEE STRUCTURAL 1. FOR THE TWO -PART ALUMINUM SHEATH, CREATE A CONTINUOUS CURVE WHICH IS WELDED TO COLLAR I DETAILS SHEET 278 POST STUB SMOOTH, WITHOUT ANY ANGLE POINTS. II 2. CUT FROM ONE CONTINUOUS METAL PIECE, WITHOUT WELDS OR SPLICES. COLLAR & BOLT PER STRUCTURAL SHEATH DETAILS 3. THE ENGINEER SHALL PROVIDE ELECTRONIC FILE(S) FOR DECORATIVE CUTOUT AND SHEATH LAYOUT. 4 X 4 POST STUB 4. ALL COMPONENTS SHALL BE FABRICATED AND INSTALLED TRUE AND LEVEL. NOTE: FABRICATE COLUMN CAP IN MACHINE SCREWS THROUGH ALL TWO PIECES, TO FIT SNUG AROUND METAL POST, SEE STRUCTURAL DETAILS, ALUMINUM SHEATH LAYERS AND SUPPORT FRAME 5. ALL FABRICATED METAL PIECES SHALL BE GROUND SMOOTH AFTER WELDING. THE POST STUB; SEAL AROUND THE SHEETS 277 AND 278 (FRONT) WITH DECORATIVE (FRONT AND BACK SHEATHS) TOP WITH SILICONE SEALANT. ALUMINUM CUTOUTS 6. SEE SPECIFICATIONS FOR FINISH TYPE AND COLOR. TRELLIS COLUMN CAP SECTION FRONT SIDE - FACING INTERSECTION 36' -5' 30' -O" CL CL OF TRELLIS TOP CHORD, TYP. TRELLIS RAIL, TYP. COLUMN POST EQUAL EQUAL CL F POST SEE STRUCTURAL DETAILS, SHEETS 278 FOR COLLAR, �3' -2.5" TYP. ATTACHMENT &OTHER TRELLIS MEMBERS O TRELLIS COLUMN CAP, SEE DETAIL THIS SHEET ALUM. SHEATH 1' -6" (2) MACHINE SCREWS PER NOTES: CENTER DIAGONAL, TYP. SEAM EACH SIDE THROUGH LOWER BAND OF CAP, 3" WIDE, ,� TO SUPPORT FRAME FINISH 'C' o < (12 SCREWS TOTAL) 1. SEE THIS SHEET, SHEET 277 AND 278 FOR STRUCTURAL TRUSS DIAGONAL, TYP. I DETAILS, INCLUDING MEMBER SIZES, CONNECTIONS AND INTERNAL SUPPORT FRAME, SEE FOOTINGS. ALUM. SHEATH, IN TWO PARTS, o STRUCTURAL DETAILS, SHEET BOTTOM CHORD OF TRUSS FINISH 'A'. I - k -� — 27g + 2. ENTIRE TRELLIS TRUSS SYSTEM TO BE FABRICATED AND METAL POST L I FINISHED OFF -SITE AND INSTALLED ON ERECTED METAL APPLIED DECORATIVE ALUM. CUTOUTS, CID POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON o FINISH 'B' WELDED TO SHEATH, x (2) PIECE LOWER BAND, WELDED SITE AFTER TRUSS IS IN PLACE, o IIL-F TO INSIDE OF EACH FRONT AND PATTERN DETAIL TO BE PROVIDED BY TRELLIS COLUMN, 11P. BACK SHEATH; FIT LOWER BAND z ENGINEER. � � 3. DECORATIVE DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR SNUG TO POS T. TO IDENTITY POLE, DETAIL SHEET 279. FINAL GRAPHIC o DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THE < ? N" CHAMFER AROUND TOP OF ENGINEER. - -�- OOTING. TROWEL FINISH TOP. 10 04 LOWER BAND, FINISH 'C' FINISH GRADE N METAL POST, FINISH 'D' SET TOP OF TRELLIS COLUMN a z FOOTINGS LEVEL & AT SAME > a GRADE. STRUCTURE TO BE TRUE FINISH GRADE _ _ � • ,I : " CONCRETE FOUNDATION, -AND -aUg -- - - -_ -- -- --- --- - ----- — SEE DETAIL SHEET 278 COLUMN CENTER IS CONCRETE FOOTING, TYP. REFERENCE STATION T=3430216 OF METAL POST & POINT PER PLANS, TYP. SECTION TRELLIS COLUMN GATEWAY TRELLIS ELEVATION GATEWAY TRELLIS COLUMN DETAILS NTS NTS 11 -14 -11 SURVEYED: KPG RAINIER AVE S 167 ( ) SR DRAWING NO. 276 DRAWN BY: PN/SJ •_ CITY OF RENTON ENU BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 v o��rc DESIGN BY: KPG Public Works Department a=�w 75396 Avenue N 2502JefieaonAuenue FEDAIDNO. - CM0167(048) q Nawa a CHECK BV: PF Seatle,WA98109 Tacoma, WA 96402 DOCUMENTS <a (206) 286-1640 253627 -0720 APPR OR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011 o w PROJ MGR: JF vmNk COm ( ) NUMBER REVISION DESCRIPTION BY APP. DATE 5 o FILE: 0655DURBDET01.dwg BY: DATE: / /ir SHEET NO. 276 OF 304 z �y m /r Pi O 4 N c � o w i si A 14 O U ti N O U O C O U N U C 3 0 Z CJ N W 0 �c .o 0 z 0 H-- z W V W 0 0 PLAN SCALE: 1/2" = 1' -0" IKUJJ PLAN SCALE: 1/2" = 1' -0" 0 I IJJJRJ IVI NIVI \V IIwJnJ Ivr v11Vnv 2xY4 TRELLIS RAIL ----- - - - - -1 I DIAGONAL HSS4x3xy TRUS' DIAGONAL HSS4x4x% STUB SCALE: NO SCALE I r I 1 11 - I I' . I I ELEVATION I I> 6j p l T=3430217 SCALE: 1/2" = 11 -0" SURVEYED: KPG DRAWN BY: ET BRIGHTENGINEERING, INC. �� } CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 277 \\ ; s Rucn au 8 crvI ENGINEERING „u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 3 ^?I ( DESIGN BY: PH BID Public Works Department CHECK BY: AB 18097TH AVENUE FED AID NO. - CM0167@48) SeTTIe,WA 981001 DOCUMENTS APPROV DFORCONSTRUCTION STRUCTURAL DETAILS DATE: NOV 2011 PROJ MGR: JF FAX: (206) 625 -1851 GATEWAY TRELLIS PLAN AND ELEVATION NUMBER REVISION DESCRIPTION BY APP. DATE R1 "1L FILE: 0655DSTRCO2.dwg BY DAT*/Z SHEET NO. 277 OF 304 a a z `m a m � O �N J `n% `a 1 < a .p K 0 N O O fn —7 q A 0 d- 3 e 0 u1 0 z 0 z r., i w 0 i HSS2Y2x2 TYP TOP CHORD STRUT BEHIND I I \\\ I I I I CENTER I DIAGONAL � I I BOTTOM CHORD DETAIL �11� SCALE: 1 1/2" = 1' -0" 278 a I a END HSS2yx2Y2 TRUSS DIAGONAL TYP STRUT TRUSS DIAGONALS — BOTTOM CHORD HSS2Y2x2 XB ADJACENT TO \TOP CHORDS HSS2&2 END RAs TOP CHORD TOP CHORD I I � SEAL STRUT \\ \\ / / - % �/is WELD CENTER DIAGONAL \ \ 707 1 4 CENTER HSS I I / / DIAGONAL 4END Res TIP BOTTOM CHORD A LL ENDS / —OF TRUSS MINIMUM CONDITION TRUSS BOTTOM CHORD \ \ / / OF TRUSS DIAGONALS U � BOTTOM CHORD MAXIMUM CONDITION SECTION SCALE: 1 1/2" = 1' -0" – TYPICAL TOP & BOT CONNECTION DETAIL SCALE: 1 1/2" = 1' -0" – END PL DETAIL SCALE: 1 1/2" = 1' -0" TYP HSS2Y2x2 TYP m TOP CHORD - - - - -- - - -- O HSS POST - -- - - - -� Y _ L - - -- I COL SHEATH CENTER DIAGONAL r� / SEE DETAIL SHEETS 1DIA" 4 I r 276 & 279 5 ®3" OC # /�i i III rr /r CENTER \ / N STIRRUPS r DIAGONAL CENTER TRUSS \ / DIAGONAL GRADE 3 s N 2 -6 DIAGONAL Yi6 2 -6 i // / BOTTOM CHORD I I / / OF TRUSS \ / / BOTTOM CHORD _ / TRUSS \\\ /// o B-13 - - -- __ END R%s DIAGONALS \ / OF TRUSS I 1' -6" LAP HSS4x4 STUB SLOTS M /—#5 0 TIEINSIDE OF HSS6x6 OC I o x I c.1 U(sx3xCONT I U4xlYzx5Y2 ABOVE & 6#6 x 4' -6" J F FRONT &BACK m BELOW OUTRIGGER I COLLAR /BEARING HSS6x6 POST AT TRELLIS ; o A R TO A -A M U R1" WELDED TO IDENTITY x 3' -6" S ® ® COL SHEETH / A OUTRIGGER N I I I I om o STUB COL 33/q'Wxt' -5 IDENTITY POSTS a II II A "DIA A307 o m SHIMS SNUG II II BOLTS SNUG I I I I ~ � WELD TO I I I N TIGHTx2 OUTRIGGER 0 II I STUB COL II " 4' -0" MAX VERT SPACING o II II 04 (MIN 3 PER COL) Uf6x6xCONT C I� r SIDES /- A -A rL I I \ Y TYP COLUMN SHEATH HSS6x6 I COLUMN SHEATH - 2' -6 "DIA 1Xz" HSS6x6 POST T=3430218 SUPPORT FRAME DETAIL SECTION DETAIL SECTION %c SCALE: 1 1/2" = 1' -0" 278 SCALE: 1 1/2" = 1' -0" SCALE: 3/4" = 1' -0" 278 SCALE: 1 1/2" = 1' -0" 1 RI{ SURVEYED: KPG BRIGHTENGINEERING, INC. Al CITY OF NTON RAINIER AVENUE S (SR 167) DRAWING NO. 278 DRAWN BY: ET STRUCTURILL Pa CIVIL ENGINEERING S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: PH BID Public Works Department (1 809 Surre 1 00 FED AID NO. - CM0167(048) CHECK BY: AB 5ai�1101 DOCUMENTS SEnT(20 (206) 625-3777 98101 APPR DFOR CONSTRUCTION STRUCTURAL DETAILS DATE: NOV 2011 PROJMGR: JF (zos >szs3n7 GATEWAY TRELLIS PLAN AND ELEVATION J /ONAL FAX: (206) 625 -1851 BY: DATE: SHEET NO. 278 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DSTRC03.dwg '�j 1Q z < jT� to /V ti O I G� �a o -c a .p o w 0 3 v M 1" TM o } X a U O w w x Ln N z 0 a Lq w w N I w X U O IDENTITY POLE 1' -4" METAL CAP, SEE 1®ETAIL THIS SHEET CL LOWER BAND OF CAP, FINISH 'C' M 4 �_ ALUMINUM SHEATH, IN CC OF POST HSS POST, BELOW PRE - DRILL. INSTALL (2) MACHINE SCREWS WITH WATER -TIGHT GASKETS CAP TWO PARTS, FINISH 'A'. ALUMINUM CAP WE LOWER BAND TO } CAP, FINISH 'C' IN-) A' HSS POST RUBBER GASKET AROUND INSIDE OF CAP EDGE HSS POST. WELD ALUM (2) MACHINED SCREWS OF POST THROUGH SOLID TOP OF — INTERNAL SUPPORT PLATE TO CREATE SOLID TOP METAL POST,INSTALL GASKET FRAME STRUCTURE, SECTION BETWEEN CAP AND POST TOP SEE DETAIL SHEET 278 IDENTITY POLE METAL CAP DETAILS o 6" 1 1 "46" 1 6" w " V) 4� J et 4 ALUMINUM POLE SHEATH (BACK), WITH DECORATIVE CUTOUTS INTERNAL SUPPOR FRAME WELDED TC SUPPORT CHANNEI SEE DETAIL SHEET 278 WELD 2 "X 2" METAL FLANGES TI SPOKES FOR ATTACHMENT ALUMINUM POLE SHEATH (FRONT) 1 DECORATIVE CUTOL I, OUTER EDGE OF METAL CAP. SEE DETAIL THIS SHEEET 6 X 6" ALUM. CHANNEL SUPPORT W/ SOLID TOP (2) MACHINE SCREWS THROUGH ALL LAYERS (FRONT AND BACK SHEATH) AT SIDE METAL FLANGE SUPPORTS IDENTITY POLE SECTION A -A' NTS NTS MACHINED SCREWS CL OF POST PER SEAM THROUGH 1 -4" TO SUPPORT FRAME METAL CAP, SEE DETAIL THIS OF POST METAL CAP, SEE DETAIL THIS SHEET, FINISH 'C' SHEET, FINISH 'C' I , , LOWER BAND OF CAP, 1' -4" -- FINISH 'C' (2) PIECE LOWER BAND, LOWER BAND OF CAP, FINISH 'C' WELDED TO INSIDE OF EACH FRONT AND BACK ALUMINUM SHEATH, IN ALUMINUM SHEATH, IN SHEATH, FINISH 'C', FIT �� TWO PARTS, FINISH 'A'. TWO PARTS, FINISH W. LOWER BAND SNUG TO POST APPLIED DECORATIVE ALUM. APPLIED DECORATIVE ALUM. Y4" CHAMFER AROUND CUTOUTS, FINISH 'B' CUTOUTS, FINISH 'B' TOP OF FOOTING. WELDED TO SHEATH o WELDED TO SHEATH TROWEL FINISH TOP I iV 1 FINISH ° L GRADE o / MACHINE SCREWS MACHINED SCREWS PER SEAM THROUGH PER SEAM THROUGH TO SUPPORT FRAME TO SUPPORT FRAME LOWER BAND, FINISH 'C' LOWER BAND, FINISH 'C' CV METAL POST, FINISH 'D' METAL POST, FINISH 'D' FINISH GRADE M FINISH GRADE CYCLINDRICAL T LL LL — CONCRETE FOOTING, " SEE STRUCTURAL " CYCLINDRICAL CONCRETE ' CYCLINDRICAL CONCRETE DETAIL, SHEET 278 FOOTING, SEE DETAIL 5, FOOTING, SEE DETAIL 5, SHEET 278 SHEET 278 NOTES: 1. FOR THE TWO -PART ALUMINUM SHEATH, CREATE A CONTINUOUS CURVE WHICH IS SMOOTH, WITHOUT ANY ANGLE POINTS. 2. CUT FROM ONE CONTINUOUS METAL PIECE, WITHOUT WELDS OR SPLICES. 3. THE ENGINEER SHALL PROVIDE ELECTRONIC FILE(S) FOR DECORATIVE CUTOUT AND SHEATH LAYOUT. 4. ALL COMPONENTS SHALL BE FABRICATED AND INSTALLED TRUE AND LEVEL. 5. ALL FABRICATED METAL PIECES SHALL BE GROUND SMOOTH AFTER WELDING. 6. SEE SPECIFICATIONS FOR FINISH TYPE AND COLOR. i+7 1' -4" 0 I M i OF POST METAL CAP, SEE DETAIL THIS SHEET, FINISH 'C' LOWER BAND OF CAP, FINISH 'C' ALUMINUM SHEATH, IN TWO PARTS, FINISH 'A'. APPLIED DECORATIVE ALUM. CUTOUTS, FINISH 'B' WELDED TO SHEATH MACHINED SCREWS PER SEAM THROUGH TO SUPPORT FRAME LOWER BAND, FINISH 'C' METAL POST, FINISH 'D' FINISH GRADE CYCLINDRICAL CONCRETE FOOTING, SEE DETAIL 5, SHEET 278 TYPICAL IDENTITY POLE SECTION IDENTITY POLE - TYPE A ELEVATION IDENTITY POLE TYPE B ELEVATION IDENTITY POLE TYPE C ELEVATION NTS NTS NTS NTS T=3430219 NOTE: ENGINEER SHALL APPROVE FINAL LOCATIONS AND PLACEMENT OF IDENTITY POLES A -C. 1 1+ -14-11 SURVEYED: KPG (� �� � zow DRAWN BV: SJ Kp� " CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 279 � 3. c�i gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o��rc DESIGN BV: KPG Public Works Department �\ wzN 1539hAvenueN 2502JeftesonAvenue FED AID NO. - CM0167(048) �.0a a CHECK BY PF SeaPoe, WA 98109 Tacoma, WA 98402 DOCUMENTS a LL (20612861640 253 APP OV D FOR CONSTRUCTION DATE: NOV 2011 NO PROJ MGR: JF 1 )s2T -0r2o URBAN DESIGN DETAILS www.kpg,com / DATE: SHEET NO. 279 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURBDET01.dwg BY: / 2 a z �y n /y x O G � n N N0 N � O � O W z RAINIER AVE S CONSTRUCTION PLANTER PLANTER (WHERE BAT LANE BAT LANE (WHERE 1' SIDEWALK SHOWN) , ' OR RIGHT TURN LANE THRU LANE THRU LANE 1' MEDIAN 1' LEFT TURN LANE THRU LANE THRU LANE OR RIGHT TURN LANE D, 'SHOWN) SIDEWALK 8' 5' 13' 11' 11' 3' TO 8' 0' - 12' 11' 11' 13' 5' 8' WEST GUTTER EAST GUTTER REFERENCE FOR REFERENCE FOR ALIGN * 2% MAX_ ALIGN PROFILES f --- - 2% MAX PROFlLES� * VARIES I ..° " ' I VARIES C JOINT UTILITY TRENC CONDUIT SIZE, COUN AND LOCATION VARIEa AS INDICATED ON PLANS PLANTER (WHERE SIDEWALK SHOWN) 8' 5' 1 / � WEST MEDIAN REFERENCE J t6 lJ FOR ALIGN PROFILES AND ROADWAY PIVOT POINT WIDENING AREA VARIES AS INDICATED ON PLANS WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS BAT LANE OR RIGHT TURN LANE THRU LANE THRU LANE 13' WEST GUTTER REFERENCE FOR ALIGN PROFILES VARIES * I I 2% MAX_ WIDENING AREA VARIES IIJJ� AS INDICATED ON PLANS 0 000 e= 0 0 WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS JOINT UTILITY TRENCH STORM DRAINAGE PIPE LOCATION AND CONDUIT SIZE, COUNT, SIZE VARIES AS INDICATED ON PLANS AND LOCATION VARIES AS INDICATED ON PLANS PLANTER (WHERE 1' SIDEWALK SHOWN) 8' 5' * I 1 2% MAX_ BAT LANE OR RIGHT TURN LANE 13' WEST GUTTER REFERENCE FOR ALIGN PROFILES 1 TYPICAL SECTION J 7 2 16 APPROX STA 38 +50 TO 41 +00 NTS WIDENING AREA VARIES AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS RAINIER AVE S CONSTRUCTION LEFT TURN LANE 1' MEDIAN 12' 3' TO 14' WEST MEDIAN REFERENCE - I- - - -- - -10 FOR ALIGN PROFILES AND j ROADWAY PIVOT POINT I I TYPICAL SECTION K APPROX STA 41 +00 TO 43 +50 NTS RAINIER AVE S CONSTRUCTION q THRU LANE THRU LANE 1' MEDIAN 1' LEFT TURN LANE LEFT TURN LANE 11' 11' 3 3' N 0' - 12' 1 0' - 12' WEST MEDIAN REFERENCE FOR ALIGN PROFILES AND ROADWAY PIVOT POINT VARIES I I 16 lam" 8 WIDENING AREA VARIES 000 y? AS INDICATED ON PLANS JOINT U11UTY TRENCH 00 CONDUIT SIZE, COUNT, WATER MAIN PIPE LOCATION AND AND LOCATION VARIES SIZE VARIES AS INDICATED ON PLANS AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS x 3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. VARIES TYPICAL SECTION L APPROX STA 43 +50 TO STA 46 +50 NTS THRU LANE THRU LANE 11' 11' EAST MEDIAN REFERENCE FOR ALIGN PROFILES BAT LANE OR RIGHT TURN LANE 13' EAST GUTTER REFERENCE FOR ALIGN PROFILES—\ WIDENING AREA VARIES v AS INDICATED ON PLANS STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS THRU LANE 11' WIDENING AREA VARIES AS INDICATED ON PLANS 4 PLANTER (WHERE SHOWN) SIDEWALK 5' 8' 2% MAX PLANTER BAT LANE (WHERE THRU LANE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' 11' 13' 5' 8' EAST GUTTER REFERENCE FOR ALIGN PROFILES 2% MAX \-�/ \-V `U8 CIV STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS T= 343022 MATERIAL CODE ® TYPICAL SECTION NOTES 1 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH 6.5" HMA CL V PG 70 -22 PLACE IN 2 LIFTS 3 SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND N (WSDOT STD PLAN F- 10.12 -02) SPECIAL PROVISIONS. 4" CRUSHED SURFACING BASE COURSE 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION o PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 11/2" PG SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED 70 -22 AND 2" HMA FOR OVERLAY CL X" PG 70 -22. N OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) MATERIAL SHALL BE COMPACTED TO 95% MODIFIED MPy * PROCTOR DENSITY. 7 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION yjq 2 -03 OF THE STANDARD SPECIFICATIONS. PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE 9 SEE MEDIAN WITH STAMPED CONCRETE DETAIL, SHEET 26. TYPICAL SECTION, SHEET 194. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' SECTION, SHEET 194 FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO 13 GRAVEL BORROW PROVIDE 2' MINIMUM CLEARANCE. 0" TO 3" MAX FOR HMA PRELEVEL CL r PG 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED POSITIVE DRAINAGE. SEE DETAIL, SHEET 24 AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN 8.5" CRUSHED SURFACING BASE COURSE MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. PLANTER BAT LANE (WHERE THRU LANE OR RIGHT TURN LANE ' SHOWN) SIDEWALK 1' 11' 13' 5' 8' EAST GUTTER REFERENCE FOR ALIGN PROFILES 2% MAX \-�/ \-V `U8 CIV STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS T= 343022 MATERIAL CODE ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL t /2" PG 70 -22 2 6.5" HMA CL V PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONC TRAFFIC CURB & GUTTER N (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND o PLACE 0" TO 3" MAX HMA FOR PRELEVEL CL 11/2" PG 70 -22 AND 2" HMA FOR OVERLAY CL X" PG 70 -22. N SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK (WSDOT F- 30.10 -01) OR 6" CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY SCHEDULE AND DETAILS, SHEET 216. 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 COMPACTED SUBGRADE 9 SEE MEDIAN WITH STAMPED CONCRETE TYPICAL SECTION, SHEET 194. 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194 11 2" BARK OR WOODCHIP MULCH, SEE LANDSCAPE PLANS 12 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS 13 GRAVEL BORROW 14 0" TO 3" MAX FOR HMA PRELEVEL CL r PG 70 -22 TO ACHIEVE MEDIAN ELEVATION AND POSITIVE DRAINAGE. SEE DETAIL, SHEET 24 16 8.5" CRUSHED SURFACING BASE COURSE n -14.ri SURVEYED: KPG S4'4�GWA COQ DRAWN BY: JLF Kp� 46 CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 22 y, 9� BAD ba S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 r `r' DESIGN BY: JLF - 753901 AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0767(048) y CHECK BY: NM Seedle,WA98109 Tac°ma,WA98402 DOCUMENTS APPROVED FOR CONSTRUCTION DATE: NOV 2071 20S3 E °O1e``�a PROJ MGR: JF (2D6) 286-1640 (253) 627-0720 TYPICAL SECTIONS Qluxg E ' ' Y NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DTYP01.d SHEET NO. 22 OF 304 wg www.kpg.com BY: t'r� DATE: (� a z �ya a u Oa J ' N a o -C o w N LEGEND EXISTING NEW M, t GENERAL NOTES DESCRIPTION ELECTRICAL SERVICE CABINET IN- GROUND LED LUMINAIRE ( "SPOT") JUNCTION BOX TYPE 1, 2 SIGNAL /ILLUMINATION JUNCTION BOX TYPE 1, 2, 8 CONDUIT WIRE NOTE CONSTRUCTION NOTE 1. ALL WORK SHALL BE COMPLETED IN THE ACCORDANCE WITH THE CITY GUIDELINES, WSDOT /APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS. 2. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 3. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHIC PRESENTATION ONLY. THE CONTRACTOR SHALL INSTALL CONDUIT IN THE SAME TRENCH AS ILLUMINATION AND SIGNAL CONDUITS WHERE PRACTICABLE. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. WIRE NOTES NOTES: 1. ALL NEW CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 - #8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE). 2. ALL NEW CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. CONSTRUCTION NOTES O FURNISH AND INSTALL IN- GROUND LED LUMINAIRE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT PER "IN- GROUND LED LUMINAIRE LAYOUT DETAIL", ELECTRICAL DETAILS SHEET 274. IN- GROUND LED LUMINAIRES SHALL BE FIELD LOCATED IN THE PRESENCE OF THE ENGINEER AND THE ARTIST. SEE SPECIAL PROVISIONS. Q2 FOR CONTINUATION OF CONDUIT /WIRING, SEE SIGNALIZATION PLANS. Q3 LOCATION OF POWER SOURCE. SEE ILLUMINATION PLANS FOR CONSTRUCTION NOTE, WIRING AND DETAILS. NW CORNER SEE NW CORNER (THIS SHEET) FOR CONDUIT /WIRING CONTINUATION SEE NE CORNER (THIS SHEET) FOR CONDUIT /WIRING CONTINUATION JLL Jr, VVI \nLl\ 11111) JI ILL I/ I V D CONDUIT /WIRING CONTINUATION nrr .1.., nnn.lrn /�, I.n nl Irrr\ rnn NC liVK1VCK 0" JL VVI\I\Ln k1H10 anLC1) FOR CONDUIT /WIRING CONTINUATION orr ur nnnurn /r un nl IrrT\ rnn IN GROUND LED LUMINAIRE (TYP) ' \ SEE DETAIL SHEET 274 GATEWAY IRELLIS �� ��t �� in i IDENTITY COLUMN Uj / \ q r. I °% SEE PLANS FOR � � �oQ IN- GROUND LED LUMNAIRE LOCATION IN- GROUND LED LUMINAIRE (TYP) SW CORNER SE CORNER SEE DETAIL SHEET 274 T=3430220 0 5 10 20 30 TYPICAL IDENTITY COLUMN IN- GROUND LED LUMINAIRE LAYOUT TYPICAL GATEWAY TRELLIS IN- GROUND LED LUMINAIRE LAYOUT SCALE IN FEET NTS NTS NCIGgNf 11-141 SURVEYED: KPG '� RAINIER AVENUE S (SR 167) DRAWING NO- 280 1 o nsy 'F DRAWN BY: JHL CITY OF RENTON P a� BID S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 ye z DESIGN BY: JHL Public Works Department — 7539fhAvenaeN 2502 Jefferson Avenue CHECK BY: JC SeatOe, WA 96109 Tacoma, WA 98402 DOCUMENTS FED AID NO. - CM0167(046) 'AO,� R39s?E4 ��� 1206128E -1640 APPROVED FOR CONSTRUCTION ELECTRICAL PLAN AND DETAILS DATE: NOV 2011 �.o PRO: MGR: JF v com 125316270720 // S 3RD ST INTERSECTION NUMBER REVISION DESCRIPTION BY APP. DATE � FILE: Details.dwg � 8Y: DATE: / �` �L SHEET NO. 280 OF 304 a a ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 1 2 -#8 (A N � o NOTES: 1. ALL NEW CONDUIT CONTAINING CONDUCTORS SHALL HAVE MIN 1 - #8 GROUND WIRE (UNLESS GROUND WIRE SIZE IS SPECIFIED IN THE WIRE SCHEDULE). 2. ALL NEW CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT UNDER ROADWAY USE RIGID PVC SCH 80. CONSTRUCTION NOTES O FURNISH AND INSTALL IN- GROUND LED LUMINAIRE, CONDUIT /WIRING AND ALL ASSOCIATED EQUIPMENT PER "IN- GROUND LED LUMINAIRE LAYOUT DETAIL", ELECTRICAL DETAILS SHEET 274. IN- GROUND LED LUMINAIRES SHALL BE FIELD LOCATED IN THE PRESENCE OF THE ENGINEER AND THE ARTIST. SEE SPECIAL PROVISIONS. Q2 FOR CONTINUATION OF CONDUIT /WIRING, SEE SIGNALIZATION PLANS. Q3 LOCATION OF POWER SOURCE. SEE ILLUMINATION PLANS FOR CONSTRUCTION NOTE, WIRING AND DETAILS. NW CORNER SEE NW CORNER (THIS SHEET) FOR CONDUIT /WIRING CONTINUATION SEE NE CORNER (THIS SHEET) FOR CONDUIT /WIRING CONTINUATION JLL Jr, VVI \nLl\ 11111) JI ILL I/ I V D CONDUIT /WIRING CONTINUATION nrr .1.., nnn.lrn /�, I.n nl Irrr\ rnn NC liVK1VCK 0" JL VVI\I\Ln k1H10 anLC1) FOR CONDUIT /WIRING CONTINUATION orr ur nnnurn /r un nl IrrT\ rnn IN GROUND LED LUMINAIRE (TYP) ' \ SEE DETAIL SHEET 274 GATEWAY IRELLIS �� ��t �� in i IDENTITY COLUMN Uj / \ q r. I °% SEE PLANS FOR � � �oQ IN- GROUND LED LUMNAIRE LOCATION IN- GROUND LED LUMINAIRE (TYP) SW CORNER SE CORNER SEE DETAIL SHEET 274 T=3430220 0 5 10 20 30 TYPICAL IDENTITY COLUMN IN- GROUND LED LUMINAIRE LAYOUT TYPICAL GATEWAY TRELLIS IN- GROUND LED LUMINAIRE LAYOUT SCALE IN FEET NTS NTS NCIGgNf 11-141 SURVEYED: KPG '� RAINIER AVENUE S (SR 167) DRAWING NO- 280 1 o nsy 'F DRAWN BY: JHL CITY OF RENTON P a� BID S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 ye z DESIGN BY: JHL Public Works Department — 7539fhAvenaeN 2502 Jefferson Avenue CHECK BY: JC SeatOe, WA 96109 Tacoma, WA 98402 DOCUMENTS FED AID NO. - CM0167(046) 'AO,� R39s?E4 ��� 1206128E -1640 APPROVED FOR CONSTRUCTION ELECTRICAL PLAN AND DETAILS DATE: NOV 2011 �.o PRO: MGR: JF v com 125316270720 // S 3RD ST INTERSECTION NUMBER REVISION DESCRIPTION BY APP. DATE � FILE: Details.dwg � 8Y: DATE: / �` �L SHEET NO. 280 OF 304 a a z my r� O G A (A N � o a > � o :IJ O N Y 0 3 i z 0 z w U w O o: CEMENT CONCRETE 12" 4' -0" SIDEWALK EXPANSION JOINT, , a SEE DETAIL BROOM ° THIS SHEET FINISH F- -- -- - -�... 12" CONCRETE BAND, WITH LIGHT ° I I BROOM FINISH IN I "ilyQ TREE TRUNK DIRECTION SHOWN OF TREE GRATE ° 1 I TREE GRATE STATION REFERENCE o v 1, " -1 FRAME PER ALIGNMENT o Co l I. PLANS, SHEETS m G_- I, I 81 -91 a I, I TREE GRATE I, TYPE 1, TWO I ' I PIECES, SEE L, I SPECS BROOM CEMENT CONCRETE N FINISH TRAFFIC CURB AND EXPANSION JOINT, °s. GUTTER SEE DETAIL 4 THIS SHEET PLAN TREE TRUNK CEMENT CONCRETE FLUSH FLUSH CEMENT CONCRETE BAND TRAFFIC CURB AND GUTTER MATCHING TREE GRATE, FRAME AND ANCHOR SECTION TREE GRATE TYPE 1 AND SIDEWALK LAYOUT DETAILS NTS 1'_p^ 8' -0^ 1' -0" BACK OF SIDEWALK ROSSWALK CE� J , "' CROSSWALK SCORE l NTS LEGEND: DECORATIVE STAMPED CONCRETE SIDEWALK: y ! ° STAMPED FINISH WITH STAIN ACCENTS, SEE SPECS DECORATIVE CONCRETE SIDEWALK, LIGHT SANDBLASTED FINISH WITH CONCRETE STAIN COLOR A, SEE SPECS S.S. 5 -0" LLLLLLLLLLLLLL SCORE JOINT, S.S. LLLLLLLLLLLLLL NUT — KPG BID 7539hAVmaeN 2502JeftesonAvenue PLANTING AREA, TYP. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST - .LLLLLLLLLLLLLL SEE DETAIL ° w THIS SHEET C) z " ° WITH CROSSWALK LLL EXPANSION JOINT, TYP., SEE DETAIL THIS SHEET 4" THICK CEMENT CENTERLINE �S LLL CONCRETE ,.` " CONCRETE SLAB CHECK BV: PF PROJ MGR: JF SeatOe,WA98109 Tacoma, WA 96402 DOCUMENTS (206)266-1640 253627 -0720 ( 1 a �° $ FED AID NO. - CM0167(0�a DATE: NOV 2011 '° TREE GRATE TYPE 2, . 12" CONCRETE ° ,BROOM z NOTE: CLEAN SCORE URBAN DESIGN SHEETS 269 AND 275 FOR LOCATION TOTAL CONCRETE STAIN COLOR B= 2850 SF 2 PIECES, SEE SPECS BAND, WITH LIGHT J CHANNELIZAliON 5 F1 1SH ° M IS JOINT BY SAW CUT AND LAYOUT. THREADED o BROOM FINISH IN APP. DATE - -- a PLANS, AND DETAILS EXPANSION JOINT, TYP., SEE DETAIL THIS SHEET DIRECTION SHOWN ° n-1 T TIM'I o OF TREE GRATE ? o = I ! I o =ie• OF JOINT. NOTE: SAWCUT SCORE JOINT - 12 STATION REFERENCE CDR ?- DECORATIVE I - m' L ' ROADWAY CENTERLINE �. ° PER ALIGNMENT " ° I PLANS, SHEETS T SIDEWALK SCORE JOINT, TYP. SEE DETAIL THIS SHEET TREE TRUNK CEMENT CONCRETE 81 -91 a• `,0 ° TREE GRATE BROOM FINISH FRAME 12^ CEMENT CONCRETE EXPANSION JOINT, TYP. 3' -0" SQUARE TRAFFIC CURB & SEE DETAIL GUTTER THIS SHEET PLANTER AREA CEMENT CONCRETE SIDEWALK PLAN MATCHING TREE GRATE, N FRAME AND ANCHOR CEMENT *CEMENT CONCRETE BAND > TREE TRUNK CONCRETE FLUSH FLUSH USH TRAFFIC CEMENT CONCRETE SIDEWALK CURB AND GUTTER FILTERRA PRECAST UNITS AS NOTED ON DRAINAGE PLAN SHEETS *NOTE: CEMENT CONCRETE SLAB AROUND TREE GRATE ON NON - FILTERRA PRECAST UNITS IS 4 ". SEE DRAINAGE DETAIL SHEETS FOR SLAB THICKNESS AROUND TREE GRATES W/ FILTERRA PRECAST UNITS. SECTION TREE GRATE TYPE 2 AND SIDEWALK LAYOUT DETAILS NTS LEGEND: DECORATIVE STAMPED CONCRETE SIDEWALK: y ! ° STAMPED FINISH WITH STAIN ACCENTS, SEE SPECS DECORATIVE CONCRETE SIDEWALK, LIGHT SANDBLASTED FINISH WITH CONCRETE STAIN COLOR A, SEE SPECS q OF PLAQUE 3" FLANGE AROUND PLAQUE EDGE OF A CEMENT CONCRETE PLAQUE SIDEWALK PLAQUE, TYP. REFERENCE STATION /OFFSET . COORDINATE WITH CITY LOCATION PER ALIGNMENT ON PLAQUE TYPE AND PLANS EXACT LOCATION PLAQUE INSTALLATION DETAIL NTS 1/2" TOOLED RADIUS -. BARK MULCH TOPSOIL TYPE A CEMENT CONCRETE SIDEWALK COMPACTED CSBC, TYP. COMPACTED SUBGRADE, TYP. NOTE: PLANTER BED EDGE IN LOCATIONS WHERE CEMENT CONCRETE GUTTER IS NOT INSTALLED, SEE ROADWAY PLANS. PLANTER BED EDGE DETAIL NTS Ys° S.S. FLAT LLLLLLLLLLLLLL Y2" S.S. LLLLLLLLLLLLLL NUT — KPG BID 7539hAVmaeN 2502JeftesonAvenue LLLLLLLLLLLLLL RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST _ .LLLLLLLLLLLLLL .LLLLLLLLLLLLLL JOINTS LL SMOOTH CONCRETE BAND f LLLL q OF PLAQUE 3" FLANGE AROUND PLAQUE EDGE OF A CEMENT CONCRETE PLAQUE SIDEWALK PLAQUE, TYP. REFERENCE STATION /OFFSET . COORDINATE WITH CITY LOCATION PER ALIGNMENT ON PLAQUE TYPE AND PLANS EXACT LOCATION PLAQUE INSTALLATION DETAIL NTS 1/2" TOOLED RADIUS -. BARK MULCH TOPSOIL TYPE A CEMENT CONCRETE SIDEWALK COMPACTED CSBC, TYP. COMPACTED SUBGRADE, TYP. NOTE: PLANTER BED EDGE IN LOCATIONS WHERE CEMENT CONCRETE GUTTER IS NOT INSTALLED, SEE ROADWAY PLANS. PLANTER BED EDGE DETAIL NTS Ys° S.S. FLAT WASHER Y2" S.S. LOCK NUT — BENCH /TRASH RECEPTACLE LEG, TYP FINISH GRADE MEDIUM BROOM FINISH 3/16- 3/16" PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAFFIC, TYP. <• ° CEMENT CONCRETE p ' `; PAVEMENT NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. TYPICAL CROSSWALK SCORE JOINT DETAIL zrk LIGHT SANDBLAST 1/8" FINISH, TYP. i ° ? CEMENT CONCRETE 4. ° SIDEWALK NOTE: CLEAN SCORE JOINT BY SAWCUT ONLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. TYPICAL SIDEWALK SCORE JOINT DETAIL NTS T= 34302121 <!3 JOINT, TYP. SEE DETAIL ,!' >` i `, DECORATIVE CONCRETE SIDEWALK, LIGHT SANDBLASTED OF STATION OFFSET / e LEVELING WASHERS, ,< J, FOOTING REFERENCE POINT, i� THIS SHEET � �4 � .: � FINISH WITH CONCRETE STAIN COLOR B, SEE SPECS .; e INSTALL AS NEEDED TO A. SEE ALIGNMENT LEVEL BENCH (1" MAX. J CONCRETE PAVEMENT y r' CEMENT CONCRETE SIDEWALK WITH 3' X 3' SCORING, PLANS, SHEETS ° " WITH MEDIUM BROOM STANDARD FINISH, SEE SPECS 81 -92 °' TOTAL WASHER HEIGHT) /ix A A/ 1 ° ?'' FINISH Q j 12" WHITE PLASTIC EXPANSION JOINT, TYP., BETWEEN STAMPED FINISH CROSSWALK LINE, CONCRETE SIDEWALK AND CEMENT CONCRETE GRADE BENCHITRASH RECEPTACLE SURFACE MOUNT DETAIL o 0' 1 ,y EACH SIDE, OVER KPG BID 7539hAVmaeN 2502JeftesonAvenue SIDEWALK. SEE DETAIL THIS SHEET RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST _ s41' NTS JOINTS LL SMOOTH CONCRETE BAND f LLLL w LLLLL PERPENDICULAR LL �ti LLLL C) z " ° WITH CROSSWALK LLL EXPANSION JOINT, TYP., SEE DETAIL THIS SHEET CENTERLINE �S LLL CONCRETE ,.` " - -- CHECK BV: PF PROJ MGR: JF SeatOe,WA98109 Tacoma, WA 96402 DOCUMENTS (206)266-1640 253627 -0720 ( 1 a �° $ FED AID NO. - CM0167(0�a DATE: NOV 2011 '° PAVEMENT, SEE . SIDEWALK SCORE JOINT, TYP. SEE DETAIL THIS SHEET ° EMBEDMENT AND z NOTE: CLEAN SCORE URBAN DESIGN SHEETS 269 AND 275 FOR LOCATION TOTAL CONCRETE STAIN COLOR B= 2850 SF /E J CHANNELIZAliON 5 AND NOTE BELOW M IS JOINT BY SAW CUT AND LAYOUT. THREADED o BY APP. DATE ONLY. NO RADIUS ON CEMENT CONCRETE SIDEWALK FINISHES DETAIL PLANS, AND DETAILS EXPANSION JOINT, TYP., SEE DETAIL THIS SHEET PROJECTION PER EDGE AND NO SMOOTH C. ' 4 SHT 25 OF JOINT. NOTE: SAWCUT SCORE JOINT - 12 CDR �, DECORATIVE CROSSWALK ROADWAY CENTERLINE �. ° NTS SIDEWALK SCORE JOINT, TYP. SEE DETAIL THIS SHEET CEMENT CONCRETE o 0' 1 ,y LLLLLL ALIGN CONTROL LLLLLLLLLLLLLLLLLLLLLI KPG BID 7539hAVmaeN 2502JeftesonAvenue Nr A, CITY OF RENTON Public Works Department RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST _ s41' JOINTS LL SMOOTH CONCRETE BAND f LLLL w LLLLL PERPENDICULAR LL �ti LLLL C) z " WITH CROSSWALK LLL EXPANSION JOINT, TYP., SEE DETAIL THIS SHEET CENTERLINE �S LLL ,.` " aLL CHECK BV: PF PROJ MGR: JF SeatOe,WA98109 Tacoma, WA 96402 DOCUMENTS (206)266-1640 253627 -0720 ( 1 WHERE POSSIBLE �' LL FOR CONTRACTOR'S REFERENCE: �° $ FED AID NO. - CM0167(0�a DATE: NOV 2011 N TOTAL STAMPED CONCRETE SIDEWALK= 4940 SF ° " NOTE: WIDTH OF PAVING FINISH AREAS VARIES, SEE TOTAL CONCRETE STAIN COLOR A= -70 SF NOTE: CLEAN SCORE URBAN DESIGN SHEETS 269 AND 275 FOR LOCATION TOTAL CONCRETE STAIN COLOR B= 2850 SF /E J w EW R M IS JOINT BY SAW CUT AND LAYOUT. NUMBER REVISION DESCRIPTION BY APP. DATE ONLY. NO RADIUS ON CEMENT CONCRETE SIDEWALK FINISHES DETAIL f EDGE AND NO SMOOTH FLANGE ON EITHER SIDE NTS ° • OF JOINT. NOTE: SAWCUT SCORE JOINT - 12 AT EDGE OF SANDBLASTED DECORATIVE CROSSWALK TREATMENT DETAIL AREA, PER DETAIL THIS SHEET NTS ADVANCE DIRECTIONAL FOOTING 2' -0" DIA. NOTE: REFER TO APPENDIX C IN SPECIFICATION FOR SEA REACH LTD. FOOTING DETAILS ON PAGE 1.1. ADVANCE DIRECTIONAL FOOTING DETAIL EQUAL STATION /OFFSET LOCATION REFERENCE (AT BACK OF BENCH) i OF BENCH /LEVEL BENCH, SEE BENCH SURFACE MOUNT DETAIL, THIS SHEET ELEVATION NTS BENCH DETAILS NTS BENCH BACK OF SIDEWALK PLANTER AREA, TYP. FINISH GRADE ELASTOMERIC JOINT SEALER, TYP. EXPANSION JOINT WITH JOINT FILLER, TYP. CEMENT F CONCRETE ' SIDEWALK TYPICAL EXPANSION JOINT DETAIL NTS BENCH SURFACE MOUNT PER DETAIL, THIS SHEET FINISH GRADE CEMENT CONCRETE SIDEWALK Fill I VIII II I;, STATION /OFFSET � % \�i \� LOCATION fliE- DES GN DETAILS SECTION SHEETS 269 & 275 a z �y m v, O G v n y N C.1 6.A ^v > .p 0 I , o W Ul O z y ~ U C� 11 -14-11 zm ON SURVEYED: KPG DRAWN BY: PN BY: KPG KPG BID 7539hAVmaeN 2502JeftesonAvenue Nr A, CITY OF RENTON Public Works Department RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAWING NO. 281 PROJECT NO. TED40343�z�W URDESIGN 3� v aLL CHECK BV: PF PROJ MGR: JF SeatOe,WA98109 Tacoma, WA 96402 DOCUMENTS (206)266-1640 253627 -0720 ( 1 APP V FOR CONSTRUCTION URBAN DESIGN DETAILS FED AID NO. - CM0167(0�a DATE: NOV 2011 J w FILE: 0655DURBDET01.dwg wvnv.kpg.0)m DATE: BY: �i* /Z SHEET NO. 261 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y m v, O G v n y N C.1 6.A ^v > .p 0 I , o W Ul O z y Y 3 I I 1 I I I 9 I — I -4 — I I SR 167 I I I I I I 1 I I u I I I I _ ♦♦♦ HONDA ♦♦ 0 O ♦♦♦ 1S-A 2S -A 13.9 31.5 ♦♦` - -- - - - -- 1 -? -------------------- 3/4 1Y 3 YANKEE GRILL PLAN 0 5 10 20 40 60 SCALE IN FEET III 174 r7 CN CN 1 " 2 + III w II = II N II o8 CD III 1 + IIL — IVIIII � LJ M Q SOUND FORD SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. OINSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 6 ALIGNMENT PLAN ? II 93 < 104 DRAINAGE PROFILE 114 ,T < RAINBIRD 1800 -15 STRIP III m p RAINBIRD 1800 -15 STRIP II Illik 8Q 8H M Q SOUND FORD SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. OINSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 6 ALIGNMENT PLAN RAINBIRD BUBBLER SERIES - 1402 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 ,T SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB) m p RAINBIRD 1800 -15 STRIP SERIES (LAWN) Illik 8Q 8H RAINBIRD 8 SERIES MPR (SHRUB) 2, m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F REVISION DESCRIPTION BY APP. a ® 12Q 12H ® 12F RAINBIRD 12 SERIES MPR (SHRUB) e&!�C 15Q 15H 15F RAINBIRD 15 SERIES MPR (SHRUB) 0 o O 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430122 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN - LANDSCAPE PLAN 294 z �y n � O N Ci 6mA N � ' 0 ° 0 i rn V o �"rc QiNw U t.,l o J 11-14-11 Z. M rc V SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DIRR01.dwg KPG'r 15396 Avenue N 2502Je8ersonAvenue B�D Seate,WA98109 Tacoma,WAN02 DOCUMENTS (�I286 -1640 (25 31 6 27 -012 0 axly kpg mm rTT�T T��T�7 T�7 �� CITY OF 1♦L'.LVTO1V Public Works Department APP DFOR CONSTRUCTION BY: DATE: /ill IlZ RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST IRRIGATION PLAN STA 8 +98 TO STA 12 +00 DRAWING NO. 202 PROJECT NO. TED403430 ols�ro4sl DATE: NOV 2011 SHEET NO. 282 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y n � O N Ci 6mA N � ' 0 ° 0 i rn r u. J: 5 �I 1, N w S o?. Q R< Z IJ UI Q a M N 0 N 3 I 0 i 0 0 i 3 0 i w i 3/14 5S -A 48.4 14 1 1 2 13 _ _+� — I — I— 15 3/4 11/4 1 �/4 lY2 y lY w m - - - -_ - ,g 2 1Yz 3/4 x. 3 Y4 3 , 3/4 "- _ - _ 3/4 . 4 1 — 2 2 2 _ 3/4� 113/4' 1 SOUND �i ► FORD S-A _ _ 1 39.8 ► ► 1 1 2 I ► Y NUMBER REVISION DESCRIPTION PLAN 0 5 10 20 40 60 SCALE IN FEET SHEET RIGHT OF WAY PLANS SYMBOL. MANUFACTURER MODEL N0. SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN ON ALIGNMENT PROFILE 94 8 RAINBIRD BUBBLER SERIES - 1402 ,T 133 RAINBIRD 1800 -15 STRIP SERIES (SHRUB 165 i yd PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN A t�, RAINBIRD 1800 -15 STRIP SERIES (LAWN) gH W o rc V 8Q m m (D RAINBIRD BY APP. DATE _ ®H ® RAINBIRD 12 SERIES MPR (SHRUB) 11b 1�' Al�' C USA 15 SERIES MPR (SHRUB) 15Q 15H 15F 15Q IQ (5) RAINBIRD 15 SERIES MPR MINI -MART _ 3/4 74 -- — 3/4 RAINIER AVE S 3/14 5S -A 48.4 14 1 1 2 13 _ _+� — I — I— 15 3/4 11/4 1 �/4 lY2 y lY w m - - - -_ - ,g 2 1Yz 3/4 x. 3 Y4 3 , 3/4 "- _ - _ 3/4 . 4 1 — 2 2 2 _ 3/4� 113/4' 1 SOUND �i ► FORD S-A _ _ 1 39.8 ► ► 1 1 2 I ► Y NUMBER REVISION DESCRIPTION PLAN 0 5 10 20 40 60 SCALE IN FEET SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DIRR01.dwg 753981AvenueN 2502 Jefferson Avenue SealUe,WA98109 Tacoma, WA 98402 (2061 2861640 (253) 627 -0720 WhW.kp9.001n 00 _- N /4 W LU 0 h LO W Z J !U Q SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION NOTES 01 ALL' CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 0 O 1no1f2ATInA1 crL E=nl11 F INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. rr" SHEET RIGHT OF WAY PLANS SYMBOL. MANUFACTURER MODEL N0. SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN ON ALIGNMENT PROFILE 94 8 RAINBIRD BUBBLER SERIES - 1402 ,T 133 RAINBIRD 1800 -15 STRIP SERIES (SHRUB 165 SST 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN A t�, RAINBIRD 1800 -15 STRIP SERIES (LAWN) gH W o rc V 8Q m m (D RAINBIRD BY APP. DATE _ SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DIRR01.dwg 753981AvenueN 2502 Jefferson Avenue SealUe,WA98109 Tacoma, WA 98402 (2061 2861640 (253) 627 -0720 WhW.kp9.001n 00 _- N /4 W LU 0 h LO W Z J !U Q SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION NOTES 01 ALL' CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 0 O 1no1f2ATInA1 crL E=nl11 F INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. rr" SHEET RIGHT OF WAY PLANS SYMBOL. MANUFACTURER MODEL N0. SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 8 RAINBIRD BUBBLER SERIES - 1402 ,T 133 RAINBIRD 1800 -15 STRIP SERIES (SHRUB 165 SST 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN A t�, RAINBIRD 1800 -15 STRIP SERIES (LAWN) gH RAINBIRD 8 SERIES MPR (SHRUB) 8Q m m (D RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F ®H ® RAINBIRD 12 SERIES MPR (SHRUB) 11b 1�' Al�' C RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 15Q IQ (5) RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. & CITY OF RENTON BID "11 Public Works Department DOCUMENTS APPf*VM FOR CONSTRUCTION BY: DATE: /A& 1 1 1 I 1 I 1 1 1 1 1 1` T-3430223 MRRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN - LANDSCAPE PLAN 295 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST IRRIGATION PLAN STA 12 +00 TO STA 15 +50 DRAWING NO. 283 PROJECT NO. TED403430 FED AID NO. - CM0167 048) DATE: NOV 2011 SHEET NO. 263 OF 304 v z �y < m /1/ N o I N n w> o w a .p 0 O N O v y Y 0 M�5zA 1 3/4' M 1 r 1 t 1 III 11 W 1 1 11.1 C) 11 11 111 11 s 2111 1 11 11 u1 3 a, 1 I 1 Z 1Y 11/4 v - r 3/4 1 %4" 0 0 125 -A 20.9 35.2 / 1 a1 2 3/4' 1/4 , 3/4" 3/4 1 j g /4„ 1: 0 IV 1 A 7S -A 2 47.8 1 1 2 2" 1f. 3/4 M A 9S -A 21.6 1 11/4 111 211 L 4' 111 1111 2Y 11 11 2 1Y" 1 2 a BEST PHO & THAI CONSTRUCTION NOTES ' 3/4" 0 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. '/4" INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE �`�� SEATTLE SUPER DIAGRAMMATIC. AREA. LOCATION SHOWN IS - -- - - - - -- -- - -_ _ __ _ SUPPLEMENT _ _ _ _ 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, 4 3" _ _ _ _ LOCATION SHOWN IS DIAGRAMMATIC. 8 INSTALL LATERAL SUPPLY LINE IN PLANTER AREA. LOCATION � -- - � � � _ SHOWN IS DIAGRAMMATIC. 0 0 TRENCHING AND ILLUMINATION CONDUIT 8 1Yz" 1 %a" 11/a" 1" 1" 3 �„ T ::_ r B COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH /4-. -� - s - JOINT UTILITY LOCATIONS. 74 = 749749 +� 3/4" 11/4' 1 Y4' 1,1 3/4 - - --- -- _- 11, 3/4, 2„ 1,1 1 -- to - - -- - -- _ 3/4 11/4 0 — _ - - — - -- - -- -- 1 3/ 3/411 4' — _ 3/4' /4 11/41 11/4° 1' '/4" _. - --- - W 1 i /4 RAINIER AVE S J 2Yz" 11/41 U _...,:.; 1 2 1Y2 6S -A PlE -A SOUND FORD 43.8 0.5 112 1 U1T1\ 0 5 10 20 40 SCALE IN FEET 3/41 _ I-- - -- --I __-- __ - - - -- - _ I WALKER'S RENTON SUBARU ^ - -' M SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. SHEET 6 RAINBIRD BUBBLER SERIES - 1402 EST SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m A RAINBIRD 1800 -15 STRIP SERIES (LAWN) 8Q All RAINBIRD 8 SERIES MPR (SHRUB) a m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F WATER PROFILE 148 ® 12Q 12H IF RAINBIRD 12 SERIES MPR (SHRUB) it � C PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F IRRIGATION PLAN - U D • 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430224 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN - LANDSCAPE PLAN 296 11.14.11 SURVEYED: KPG �1 Z°m Kph Q, CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO 284 DRAWN BY: EM S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: EM BAD Public Works Department Q=�W 753bAvenueN 2502 Jefferson Avenue P FED AID NO. - C90167(048) CHECK BY: EG Seattle,WA98109 Taoorna,WA98402 DOCUMENTS APP D FOR CONSTRUCTION IRRIGATION PLAN DATE: NOV 2011 PROJ MGR: JF 1206)286-1640 ( 253 ) 627 -0720 o w NUMBER REVISION DESCRIPTION BY APP. DATE 5 U FILE: 0655DIRR01cwg BY: DATE://WQ STA 15 +50 TO STA 20 +00 SHEET NO. 284 OF 304 z Fiy m /'r �O ro� �4�6 N a aD d , { 0 N O c M 0 z 0 i :a 0 0 i z 0 z w U w O rr / If ,y If SEATTLE SUPER SUPPLEMENT IF �j -- - -- - 110 i 8 77 777, I H LLJ = 1Y4" 1' PIM? Mt IMy Ln w 1 Y4" Z J F— Q M _A I I 0 III I I IJ� 2y° i1 3/ " 1Y2n LES SCHWAB 1 --- - - - - -- 22 Aso \\ 6 4 \ \� a IY � 23 RAINIER AVE S y Fl r. 24 I 121.31/// 6 >' \ w1e;/ y�� \ i �k 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. - 3/ BOB BRIDGE SCION CID 00 N w w cn 0 N Ln Ln w Z J 2 I- Q TION SCHEDULE CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. O6 INSTALL IRRIGATION CONTROLLER A, SEE SIGNAL PLANS FOR ELECTRICAL SERVICE. 0 COORDINATE IRRIGATION CONTROLLER AND PIPE INSTALLATION WITH UNDERGROUND UTILITIES. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 1p INSTALL MAIN LINE TIGHT TO BACK OF SIDEWALK. YMBOL MA FACTURER MODEL NO. SHEET 6 RAINBIRD BUBBLER SERIES - 1402 58 SITE PREPARATION & TESC PLAN 72 ,T SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m A RAINBIRD 1800 -15 STRIP SERIES (LAWN) 34 - 3/ BOB BRIDGE SCION CID 00 N w w cn 0 N Ln Ln w Z J 2 I- Q TION SCHEDULE CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. O6 INSTALL IRRIGATION CONTROLLER A, SEE SIGNAL PLANS FOR ELECTRICAL SERVICE. 0 COORDINATE IRRIGATION CONTROLLER AND PIPE INSTALLATION WITH UNDERGROUND UTILITIES. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 1p INSTALL MAIN LINE TIGHT TO BACK OF SIDEWALK. YMBOL MA FACTURER MODEL NO. SHEET 6 RAINBIRD BUBBLER SERIES - 1402 58 SITE PREPARATION & TESC PLAN 72 ,T SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m A RAINBIRD 1800 -15 STRIP SERIES (LAWN) 8Q 8H RAINBIRD 8 SERIES MPR (SHRUB) m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F 167 JOINT UTILITY TRENCH PROFILES 12Q ®H ® RAINBIRD 12 SERIES MPR (SHRUB) it Avs C 220 ILLUMINATION PLANS 231 RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 1 297 0 o @ 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) T- 3430225 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT U11UTY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN I - LANDSCAPE PLAN 1 297 SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. rip ADDENDUM 2 LG LG 12/16/11 zi0ia -rt SURVEYED: KPG �' RAINIER AVENUE S (SR 167) DRAWING NO. 285 DRAWN BY: EM KPGr JAI CITY OF RENTON r� V o °irrc DESIGN BY: EM BID Public Works Department ADY WAY TO S 2ND ST PROJECT NO. TED403430 Mw 7539d Avenue 2502 Jefferson Avenue FED AID NO. - CM0167(048) s9 a CHECK BY: EG SeatOe,WA98109 Tacoma, WA 96402 DOCUMENTS IRRIGATION PLAN v APPR FOR CONSTRUCTION Q y 3 N < (20612861640 (253) 621 -0720 DATE: Nov tot t i � PROJ MGR: JF 5 " www.kpg.com BY: DATE: / �2 STA 20 +00 TO STA 24 +50 SHEET NO. 285 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DIRR01.dwg a z m � O d� N a � W ow z O H BROWN BEAR CAR \: WASH 3/4' LITHIA DODGE 15s —A i 16s —A i - - - -' \� CHRYSLER 32's I Q\ - -- 1 1 2 1 19.4 9 3/4' h N 3 /4 BOB BRIDGE SCION -- --------- - - - - -- , 3/4 4 T s s ,r 3/ 4 r.1 3 i /4- 1Yz 3/4 1Yzr ?.:�_ .t s A\ 2F -A \ \\ T, 3/4', RAINIER AVE S 1 I s 1" s k 6 1" v r6 1 Il - 1 4 2 1,72 1 Y _� 2 L 4 , - = :, 0 4S-1A - - - - ' - - -_ -__ 46.1 `�- — KFC - - - - - IHOP L----------- - - - - -- PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION SCHEDULE CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. < INSTALL LATERAL SUPPLY LINE FOR FILTERRA /TREE GRATE ZONE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL LINE IN PLANTER AREA LOCATION SHOWN IS DIAGRAMMATIC. OINSTALL LATERAL SUPPLY LINE IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. 05 INSTALL POINT OF CONNECTION ASSEMBLY A, IN PLANTER, TIGHT TO EDGE OF PAVEMENT. LOCATION SHOWN IS DIAGRAMMATIC. SEE WATER PLANS FOR METER CONNECTION. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 09 INSTALL SLEEVING AND LATERAL SUPPLY LINE FOR SPRAY ZONE BETWEEN FILTERRA UNIT AND SIDEWALK. SYMBOL MANUFACTURER MODEL / 27 11 EXISTING CONDITIONS 3 SITE PREPARATION & TESC PLAN 73 3/4', RAINIER AVE S 1 I s 1" s k 6 1" v r6 1 Il - 1 4 2 1,72 1 Y _� 2 L 4 , - = :, 0 4S-1A - - - - ' - - -_ -__ 46.1 `�- — KFC - - - - - IHOP L----------- - - - - -- PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION SCHEDULE CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. < INSTALL LATERAL SUPPLY LINE FOR FILTERRA /TREE GRATE ZONE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL LINE IN PLANTER AREA LOCATION SHOWN IS DIAGRAMMATIC. OINSTALL LATERAL SUPPLY LINE IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. 05 INSTALL POINT OF CONNECTION ASSEMBLY A, IN PLANTER, TIGHT TO EDGE OF PAVEMENT. LOCATION SHOWN IS DIAGRAMMATIC. SEE WATER PLANS FOR METER CONNECTION. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 09 INSTALL SLEEVING AND LATERAL SUPPLY LINE FOR SPRAY ZONE BETWEEN FILTERRA UNIT AND SIDEWALK. SYMBOL MANUFACTURER MODEL NO. 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 8 85 RAINBIRD BUBBLER SERIES - 1402 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN /T Q RAINBIRD 1800 -15 STRIP SERIES (SHRUB m p RAINBIRD 1800 -15 STRIP SERIES (LAWN) Ill 8Q 8H RAINBIRD 8 SERIES MPR (SHRUB) e m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F e ® 12Q 12H ® 12F RAINBIRD 12 SERIES MPR (SHRUB) it &!� C RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F DESIGN BY: EM Public Works Department 0 o O 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430226 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN - LANDSCAPE PLAN 298 t HUVGYUVm 9L LU ILU 12/lb/11 -tt SURVEYED: KPG RAINIER AVENUE S 167) 286 o O1,ta � DRAWN BV: EM �� CITY F 7�ET�7 N CITY OF i�l�1VT�LV (SR DRAWING NO. gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: EM Public Works Department FED AID NO. - CM0167(048) n <_.� o "VQ � a aLL CHECKev: EG PROJ MGR: JF Seat6eWA98109 TacomaftWA98402ue (20612861640 253621 -0720 DOCUMENTS ( 1 APPROV DFORCONSTRUCTION IRRIGATION PLAN DATE: NOV 2011 www.kpg.com BY: DATE:/ /Ji //2 STA 24 +50 TO STA 29 +00 SHEET NO. 286 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DIRR01.dwg r�� a z n Ir+ N O I 4- N I� Y E -yC O N O IN N O 3 a 0 i U 0 U i o+ �3 i z c� 0 i a 0 0 0 i z 0 z w U w O i M PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IIC7C7[rL11IMk, Milli :14 oil I9� 00 00 N I-- 1-1-1 w Cn x 0 rn rn w z J 2 U H ¢ CONSTRUCTION NOTES 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX 11GHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. 03 INSTALL LATERAL SUPPLY LINE FOR FILTERRA /TREE GRATE ZONE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL LINE IN PLANTER AREA LOCATION SHOWN IS DIAGRAMMATIC. 0 INSTALL LATERAL SUPPLY LINE IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. OCOORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 09 INSTALL SLEEVING AND LATERAL SUPPLY LINE FOR SPRAY ZONE BETWEEN FILTERRA UNIT AND SIDEWALK. SYMBOL MANUFACTURER MODEL NO. 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 8 86 RAINBIRD BUBBLER SERIES - 1402 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN EST SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m p RAINBIRD 1800 -15 STRIP SERIES (LAWN) 8Q gH RAINBIRD 8 SERIES MPR (SHRUB) e m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F It, ® ® 12Q 12H 12F RAINBIRD 12 SERIES MPR (SHRUB) it &� C RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 0 o 15Q 15H O 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430221 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN - LANDSCAPE PLAN 299 11-10-11 SURVEYED: KPG n� �� Kp� " CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 287 X12 w DRAWN BY: EM V o °rcrc DESIGN BY: EM BID =u P�bu�wo�ka DePa.tme�t S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Q . -.- 753MAvenueN 2502 Jefferson Avenue FED AID NO. - CM0167(046) a CHECK BY: EG Seatle,WA98109 Tacoma, WA 98402 DOCUMENTS IRRIGATION PLAN (26)266.1640 APPROV D FOR CONSTRUCTION DATE: NOV 2011 J t PROJ MGR: JF (253)627 -0720 J w,nv.kpg.00m B Y DATE: �� STA 29 +00 TO STA 33 +50 SHEETNO. 267 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DIRR01.dwg a z n a n � Oa J a d K a K 0 � O z y '.7 0 3 v a 0 0 i z 0 z w U w 0 o% PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IINN[e1_� 111 [6P 11114 I�1TI '11111111I�i[��3llil uI lIl l 01 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. 03 INSTALL LATERAL SUPPLY LINE FOR FILTERRA /TREE GRATE ZONE THROUGH PRECAST HOLES IN FILTERRA UNIT. SEE FILTERRA UNIT IRRIGATION LAYOUT DETAIL. INSTALL LINE IN PLANTER AREA LOCATION SHOWN IS DIAGRAMMATIC. 04 INSTALL LATERAL SUPPLY LINE IN PLANTER AREA. LOCATION SHOWN IS DIAGRAMMATIC. 05 INSTALL POINT OF CONNECTION ASSEMBLY B IN PLANTER, TIGHT TO EDGE OF PAVEMENT. LOCATION SHOWN IS DIAGRAMMATIC. SEE WATER PLANS FOR METER CONNECTION. 08 COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. 09 INSTALL SLEEVING AND LATERAL SUPPLY LINE FOR SPRAY ZONE BETWEEN FILTERRA UNIT AND SIDEWALK. SYMBOL MANUFACTURER MODEL NO. 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 6 87 RAINBIRD BUBBLER SERIES - 1402 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN EST SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m A RAINBIRD 1800 -15 STRIP SERIES (LAWN) SQ gH RAINBIRD 8 SERIES MPR (SHRUB) m m 0 RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F ® 12Q 12H 1 F RAINBIRD 12 SERIES MPR (SHRUB) it Au� C RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 15Q 155HH 155E RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430228 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILWMINA11ON PLANS 234 IRRIGATION PLAN - LANDSCAPE PLAN 300 77 -14 -11 SURVEYED: KPG pp z Z. Kp4 CITY OF FFNTON RAINIER AVENUES (SR 167) DRAWING NO. ZOO �+ o DRAWN BV: EM d� LLow� BID _ S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 oR DESIGN BY: EM Public Works Department i�� 7539th AvenueN 2502 Jefferson Avenue P FED AID NO. - CM0167(048) Qiyw a a CHECK BY: EG Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS DATE: NOV 2017 `U Q o3�o aF (206128G1640 (2531627 -0720 APPR DFORCONSTRUCTION IRRIGATION PLAN o w PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE J U FILE: 0655DIRR01.dwg WMV kpg cam BY: DATE: �, 2 STA 33 +50 TO STA 38 +00 SHEET NO. 288 OF 3134 S z �y NO c ' � I n rii N n I� °a d � � r o w N O j 3 U 0 cc s 0 w a i 3 0 z c� W i a' 0 0 0 i z 0 z W i U W Co Co 00 00 N H W W 2 N O O 00 M Q t— W Z J 2 H Q I ----------- 1" 1' CONSTRUCTION NOTES 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. O6 INSTALL IRRIGATION CONTROLLER B, SEE SIGNAL PLANS FOR ELECTRICAL SERVICE. INSTALL 4" PVC CONDUIT FOR CONTROLLER WIRES, -- — COORDINATE INSTALLATION WITH UNDERGROUND UTILITIES. "LL 34" 08 COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. ----------------------------------------------------------------------- - - ♦ \ \. M2 �4 McLENDON HARDWARE 0 5 10 20 40 60 SCALE IN FEET - r - --' $\16 SHOP 1 SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CD M N t- W W S N CD O N d' Q H W Z J S U H Q IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 9 SITE PREPARATION & TESC PLAN RAINBIRD BUBBLER SERIES - 1402 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 EST S RAINBIRD 1800 -15 STRIP SERIES (SHRUB m JOINT UTILITY TRENCH PLAN RAINBIRD 1800 -15 STRIP SERIES (LAWN) I& 8H CHANNELIZATION & SIGNING PLAN 8 SERIES MPR (SHRUB) Ih m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F Ih 12Q 12H 11F RAINBIRD 12 SERIES MPR (SHRUB) P� gr-� RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 15Q 155HH 155FF RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430229 11 -14 -11 SURVEYED: KPG 0 on Kp� '� CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 289 �1 DRAWN BV: EM °w`=' BID Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: EM 7539NAvenueN 2502JefersonAvenue p �j Qi�w u(Un //I FED AID NO. - CM0167(048) g CHECK BY: EG (206 WA98109 Tacoma, 53)62 -0720 2 DOCUMENTS IRRIGATION PLAN Q N3�N ac APPROV DFOR CONSTRUCTION o w PROJ MGR: JF (205I28Gt640 (253)627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE U FILE: 0655DIRR01.dwg wln'I kP9 COm BY: DATE //1G�2 STA 38 +00 TO STA 42 +00 SHEET NO. 289 OF 304 z roy m /�+ �O c J� m I N n o W N O c CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN - LANDSCAPE PLAN 301 11 -14 -11 SURVEYED: KPG 0 on Kp� '� CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 289 �1 DRAWN BV: EM °w`=' BID Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: EM 7539NAvenueN 2502JefersonAvenue p �j Qi�w u(Un //I FED AID NO. - CM0167(048) g CHECK BY: EG (206 WA98109 Tacoma, 53)62 -0720 2 DOCUMENTS IRRIGATION PLAN Q N3�N ac APPROV DFOR CONSTRUCTION o w PROJ MGR: JF (205I28Gt640 (253)627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE U FILE: 0655DIRR01.dwg wln'I kP9 COm BY: DATE //1G�2 STA 38 +00 TO STA 42 +00 SHEET NO. 289 OF 304 z roy m /�+ �O c J� m I N n o W N O c a 0 3 Y RAINIER AVE S CONSTRUCTION � BAT LANE PAINTED MEDIAN SIDEWALK 0 5 OR RIGHT TURN LANE THRU LANE THRU LANE LEFT TURN LANE 1' MEDIAN 1' THRU LANE THRU LANE 6' 11' 11' 11' 0' - 12' 0' - 3' VARIES 11' * 2% MAX MATCH EXISTING *% -[--� r ROADWAY GRADE 0 00 0 it JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS VARIES MATCH EXISTING CROSS SLOPE •3:1 MAX TO MATCH EXISTING SLOPE, ASPHALT WEDGE PER DETAIL, SHEET 24 TO MATCH EXISTING ASPHALT, OR INTEGRAL CURB PER DETAIL, SHEET 24, AS INDICATED ON PLANS. SIDEWALK 31M Ak * 2% MAX 4 8 0 00 00 it JOINT UTILITY TRENCH CONDUIT SIZE, COUNT, AND LOCATION VARIES AS INDICATED ON PLANS 1 BAT LANE OR RIGHT TURN LANE 11' MATCH EXISTING ROADWAY GRADE VARIES MATCH EXISTING ROADWAY GRADE TYPICAL SECTION M APPROX STA 46 +50 TO STA 47 +26 NTS RAINIER AVE S CONSTRUCTION PAINTED MEDIAN THRU LANE THRU LANE 0 - 5 LEFT TURN LANE 11' 11' 0' - 12' MATCH EXISTING ROADWAY GRADE VARIES VARIES MATCH EXISTING CROSS SLOPE TYPICAL SECTION N APPROX STA 47 +26 TO STA 48 +88 NTS MATCH EXISTING MATCH EXISTING ROADWAY GRADE ROADWAY GRADE VARIES ------ - - - - -I r F'.. WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS MEDIAN 2, 0' - 7' 2' - - - --- THRU LANE 11 MATCH EXISTING ROADWAY GRADE STORM DRAINAGE PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS I WATER MAIN PIPE LOCATION AND SIZE VARIES AS INDICATED ON PLANS VARIES THRU LANE 11' 5' EXISTING SIDEWALK 4 5' EXISTING SIDEWALK EXISTING CURB & GUTTER TYPICAL SECTION NOTES 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2 -06 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2 -03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHEET 26. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE. 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 7. REMOVE EXISTING CURB, GUTTER, AND SIDEWALK WHERE INDICATED ON THE PLANS. 8. CONCRETE ROADWAY PANELS WITH VARYING THICKNESS EXIST BELOW THE WEARING SURFACE. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CONCRETE ROADWAY PANELS AS INDICATED IN THE SPECIFICATIONS. EXTENTS OF CONCRETE ROADWAY PANELS VARY, SEE APPENDIX E FOR SOILS INVESTIGATIONS. 9. FOR GRINDING AND PAVING DETAILS, SEE ROADWAY CONSTRUCTION DETAIL, SHEET 24. MATERIAL CODE ® MATERIALS DESCRIPTION 1 2" HMA FOR OVERLAY CL Y2" PG 70 -22 2 6.5" HMA CL X" PG 70 -22 PLACE IN 2 LIFTS 3 18" CEMENT CONC TRAFFIC CURB & GUTTER @� ''r CITY OF PENTON � Public Works Department APPROVED FOR CONSTRUCTION / BY DATEr 4112! (WSDOT STD PLAN F- 10.12 -02) 4 4" CRUSHED SURFACING BASE COURSE 5 PLANE BITUMINOUS PAVEMENT 1.5" MIN TO 3" MAX AND PLACE 0" TO 3" MAX HMA CL 1/z PG 70 -22 o 0 FOR PRELEVEL AND 2" HMA CL r PG 70 -22 FOR N OVERLAY. SEE DETAIL, SHEET 24 6 4" CEMENT CONCRETE SIDEWALK WSDOT F- 30.10 -01 7 EXISTING PAVEMENT, THICKNESS VARIES. EXISTING ROADWAY MAY CONTAIN FOUR LANES OF CONCRETE PANELS BELOW THE EXISTING PAVEMENT. EXISTING CONCRETE PANEL EXTENTS VARY. 8 COMPACTED SUBGRADE 10 SEE MEDIAN WITH LANDSCAPE TYPICAL SECTION, SHEET 194 13 GRAVEL BORROW 16 8.5" CRUSHED SURFACING BASE COURSE T- 343023 a z �y a m 11 -14 -11 Q54'e�GWAAyOBT _ 02: '9 20320 4`Y cME �' 1tiaF' t SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTYP01.dwg Kp� R 7539th AvenueN 2502 Jefferson Avenue BID Sea10e,WA98109 Tacama,MM02 DOCUMENTS (206)286-1640 (253)627 -0720 xlYe kpg mm @� ''r CITY OF PENTON � Public Works Department APPROVED FOR CONSTRUCTION / BY DATEr 4112! RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST TYPICAL SECTIONS 23q DRAWING NO. 2J PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 23 OF 304 a .p o 0 O N NUMBER REVISION DESCRIPTION BY APP. DATE a z �y a m Oa J ' a a .p o 0 O N 00 N w w 2 0 0 N U-1 z J a 0 0 0 DIAMOND LIDS P S-B 6S -B 3F -B CASINO 9.4 32.7 1.0 -i r______ 8 i- 1 I12 0 I 1 �14' IIII t 1Y„ 11ii 1/a „ IIII 1/4 IIII 1 1113/4 3�4' 3/4 el i I I 3/4„ 3/4 -J /4. I II I I II 3 IIII /4 „ IIII II I 3/4 , III I I II I II I FIRESTONE I-- - - -- - -- I I _ 1 w r pQ° — -- 43 44 4 N - 0 3/4 0 Q RAINIER AVE S N w z J F DONUTS --------------- - - - - -� I - ------------------------ - - - - -I TACO BELL SHELL STATION (�k 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION NOTES OALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. 08 COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. SHEET 9 RAINBIRD BUBBLER SERIES - 1402 63 SITE PREPARATION & TESC PLAN 77 /T RAINBIRD 1800 -15 STRIP SERIES (SHRUB m A RAINBIRD 1800 -15 STRIP SERIES (LAWN) 8Q A RAINBIRD 8 SERIES MPR (SHRUB) m m 0 RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F 172 JOINT UTILITY TRENCH PROFILES jh ® 12Q 12H IF RAINBIRD 12 SERIES MPR (SHRUB) it � C 225 ILLUMINATION PLANS 236 RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 302 0 o O 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430230 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN - LANDSCAPE PLAN 302 z n .a O oa o .p o w N O cl I 11 -14 -11 zm 0 � SURVEYED: KPG DRAWN BV: EM es CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 290 o °wrc BID "u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 �\ DESIGN BY: EM 7539th Avenue 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) Q=NW �� /n NawU Q 3 x a a LL CHECK BY: EG PROJ MGR: JF Sea] WA 98109 Tacoma, WA 96402 DOCUMENTS (20612861640 (253) 627 -0720 APP V DFOR CONSTRUCTION IRRIGATION PLAN DATE: NOV 2011 J V FILE: 0655DIRR01.dwg wwy kpg COm / BY DATE:/ O/ / STA 42 +00 TO STA 45 +00 SHEET NO. 290 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n .a O oa o .p o w N O cl I T'r 0 z c� w i a :o 0 0 0 z w U w O i. O rn N F W W 2 O O 1- d- H U-1 Z J 2 8 I / 01 11S -B OREILLY'S / 23.4 2 I / ?��� 11/4 3/4„ iY° / 7S -B 3 T'"" ",��� t�l l,� .� cn ;!� 3/4''� / / ° v 12.2 1 g /4, / 1 1 3/4 3/ „ 4 4 / 3 /a" — — _ /4 34' . - 1 „ 3/4 �� 3 „3 4 3/4, n /4' RAINIER J N� WALGREEN'S 1 1 1 1 I 1 I 1 O 1 , g315B 4 /41Y° 1Y4" \�3/4' 4" i 3/4 CONSTRUCTION NOTES of ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PAVEMENT TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 02 INSTALL MAIN LINE IN PLANTER AREA WHEREVER POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. OS COORDINATE MAIN LINE AND LATERAL LINE INSTALLATION WITH JOINT UTILITY TRENCHING AND ILLUMINATION CONDUIT LOCATIONS. ` 48 /3/4' r' 9S -B 9.9 3/4 1 !% WALKER'S RENTON SUBARU PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION SCHEDULE SYMBOL z 1 ,1 16 EXISTING CONDITIONS - AyQ e ALIGNMENT PLAN RAINBIRD BUBBLER SERIES - 1402 102 DRAINAGE PLANS 113 3/4„ 123,124 ,T SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m p �4 1800 -15 STRIP SERIES (LAWN) Ih 8Q 8H RAINBIRD 8 SERIES MPR (SHRUB) 2' m I RAINBIRD , a 12Q 12H 12F 12Q ®H ® RAINBIRD 12 SERIES MPR E It AL-� _ 1 1/2 RAINBIRD r' 9S -B 9.9 3/4 1 !% WALKER'S RENTON SUBARU PLAN 0 5 10 20 40 60 SCALE IN FEET SEE SHEETS 292 AND 293 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES. IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN e ALIGNMENT PLAN RAINBIRD BUBBLER SERIES - 1402 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 ,T SST RAINBIRD 1800 -15 STRIP SERIES (SHRUB m p RAINBIRD 1800 -15 STRIP SERIES (LAWN) Ih 8Q 8H RAINBIRD 8 SERIES MPR (SHRUB) 2' m m RAINBIRD 12 SERIES MPR (LAWN) 12Q 12H 12F 12Q ®H ® RAINBIRD 12 SERIES MPR (SHRUB) It AL-� RAINBIRD 15 SERIES MPR (SHRUB) 15Q 15H 15F 0 o O 15Q 15H 15F RAINBIRD 15 SERIES MPR (LAWN) SEE SHEET 292 FOR COMPLETE IRRIGATION SCHEDULE. T- 3430231 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN - LANDSCAPE PLAN 303 11 -14-17 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 291 CMEL DRAWN BY: EM KPGr A >} CITY OF RENTON �n�� gip `u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 v/ o��rc DESIGN BY: EM Public Works Department �zNW 7539h Avenue N 2502 Jefferson Avenue FED AID NO. -999167 48) CHECK BV: EG Sealtle,WA98109 Tacama,WA98402 DOCUMENTS IRRIGATION PLAN Q 3rco <LL (2016)286 -1640 APP DFOR CONSTRUCTION o w PROJ MGR: JF (2(131 6 27 -07 2 0 DATE: NOV 2011 Bw1v.kpg.COm BY: DATE q / STA 45 +00 TO STA 49 +00 SHEET NO. 291 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0656DIRR01.dwg : / GG /Z a z �ya m � O w " wa N -a < w > .p o O z �i I� 0 N 3 a Y IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION 9 RAINBIRD SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DIRR01.dwg BUBBLER SERIES -1402 FULL- CIRCLE FLOOD BUBBLER - INSTALL PER DETAIL SHEET 293. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST IRRIGATION SCHEDULE AND DETAILS ES RAINBIRD 1800 -15 STRIP SERIES SHRUB HEAD - 6" PLASTIC POP -UP. 5'x15', 5'x30' AT 30 PSI. SIDE & END STRIP NOZZLE, INSTALL ON FLEXIBLE RISER EST SST A 0 RAINBIRD 1800 -15 STRIP SERIES LAWN HEAD - 6" PLASTIC POP -UP. 5'x15', 5'x30' AT 30 PSI. SIDE & END STRIP NOZZLE, INSTALL ON FLEXIBLE RISER VA 8H RAINBIRD 8 SERIES MPR SHRUB HEAD - 6" PLASTIC POP -UP. ADJ TO 8' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER 8Q e m m RAINBIRD REVISION DESCRIPTION 12 SERIES MPR LAWN HEAD - 6" PLASTIC POP -UP. ADJ TO 12' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER DATE 120 12H 12F 1E�i a RAINBIRD 12 SERIES MPR SHRUB HEAD - 6" PLASTIC POP -UP. ADJ TO 12' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER t � C RAINBIRD 15 SERIES MPR SHRUB HEAD - 6" PLASTIC POP -UP. 15' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER 15Q 15H 15F U o @ RAINBIRD 15 SERIES MPR LAWN HEAD - 6" PLASTIC POP -UP. 15' RADIUS AT 30 PSI. INSTALL ON FLEXIBLE RISER 15Q 15H 15F SENTINEL SATILUTE (2) 24- STATION OUTDOOR CONTROLLERS (A & B), STAINLESS STEEL PEDESTAL MOUNTED WITH CONCRETE IR TORO A- SSAK24PS16NS1 FOUNDATION. SEE SIGNAL PLANS FOR ELECTRICAL SERVICE. PROVIDE 3 SPARE WIRES (RED) FROM CONTROLLER B- SSAK24PS16NS1 THROUGH EACH CONTROL VALVE BOX, TO FURTHEST VALVE BOX FROM CONTROLLER. PROVIDE TELEPHONE LINE TO CONTROLLERS FOR TELEPHONE MODEM. WEATHERMATIC 2100 AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN. POC -A POINT OF CONNECTION EQUIPMENT, APPROX. STA 26 +65, 50' RT. SEE DETAILS THIS SHEET AND SHEET 293. X FEBCO 850 1 1/2" DOUBLE CHECK VALVE. Q WEATHERMATIC 2100 1 1/2" MASTER SHUTOFF VALVE AND TORO TS FLOW SENSOR QO RAINBIRD 44 -LRC 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL PER DETAIL. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. 1 1/2" IRRIGATION METER. SEE WATER PLANS FOR MORE INFORMATION. POC -B POINT OF CONNECTION EQUIPMENT, APPROX. STA 35 +82, 44' LT. SEE DETAILS THIS SHEET AND SHEET 293. X FEBCO 850 1 1/2" DOUBLE CHECK VALVE. 0 WEATHERMATIC 2100 1 1/2" MASTER SHUTOFF VALVE AND TORO TFS FLOW SENSOR O RAINBIRD 44 -LRC 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL PER DETAIL. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. M 1 1/2" IRRIGATION METER. SEE WATER PLANS FOR MORE INFORMATION. - - PVC SCH 40, IRRIGATION MAIN LINE - 24" MIN COVER PVC SCH 40, LATERAL SUPPLY LINE- 18" MIN. COVER - SIZE AS NOTED. - - - - - SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. iS 1F A INDICATES VALVE & CONTROLLER # "A" OR "B" INDICATES CONTROLLER A OR B 10.5 INDICATES APPROX. GPM "1S" INDICATES VALVES FOR STREETSCAPE PLANTER ZONES. 1" INDICATES VALVE SIZE "1F" INDICATES VALVES FOR FILTERRA /TREE GRATE ZONES. IRRIGATION MAIN LINE DOUBLE CHECK VALVE PRESSURE REDUCING VALVE MASTER SHUT OFF VALVE AND FLOW SHUT OFF VALVE INSTALL IN SEPARATE VALVE BOX - IRRIGATION METER N =H 1" QUICK COUPLER VALVE TO PRESSURE MAIN NOTE: CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN LINE IS PRESSURE TESTED. TYPICAL POINT OF CONNECTION ASSEMBLY NTS c c LL L LL (t SIDE ELEVATION POC VALVE BOX IRRIGATION GENERAL NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER QUICK COUPLER UTILITIES, INCLUDING JOINT TRENCH AND FILTERRA UNITS. LOCATE AND PROTECT (2) STAINLESS STEEL CLAMPS ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. TO STAKE 2, IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED P.V.C. NIPPLE 3' #4 REBAR STAKE AS PER SPECIFICATIONS. 3. IRRIGATION SYSTEM IS DESIGNED TO OPERATE FROM 30 PSI. CONTRACTOR SHALL FIELD CHECK EXISTING WATER PRESSURE, ADJUSTING PRV AS NECESSARY TO 360' PVC TRIPLE SWING JOINT PROVIDE OPTIMUM PERFORMANCE. P.V.C. PRESSURE MAIN 4. LOCATIONS OF IRRIGATION MAIN LINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. DO PVC TEE OR ELBOW WITH NOT OVERSPRAY ONTO PAVED SURFACES. THREADED OUTLET 5. IRRIGATION MAIN LINE LOCATION IS DIAGRAMMATIC. LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. 6. MAIN LINE SHALL BE BURIED TO A DEPTH OF 24" BELOW FINISH GRADE. LATERAL LINE FOR SPRAY ZONES SHALL BE BURIED TO A DEPTH OF 18" BELOW FINISH QUICK COUPLER OR GRADE. LATERAL LINE FOR BUBBLER ZONES SHALL BE BURIED TO A DEPTH OF 12" SPRINKLER BODY BELOW FINISH GRADE. 360' PVC TRIPLE SWING JOINT PVC THREADED TEE AT 7• SLEEVE UNDER ALL PAVED SURFACES, CONCRETE SIDEWALK AND BETWEEN FILTERRA MAINLINE UNITS AND SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. SECTION THROUGH MAIN LINE QUICK COUPLING VALVE/ TRIPLE SWING JOINT NTS NOTE: ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER/ SPRINKLER HEAD INSTALL IN DCVA BOX QUICK COUPLING VALVE, SEE DETAIL THIS SHEET PVC I COPPER BACK TO METER 8. CONTROLLER WIRES SHALL BE TAPED TOGETHER IN A BUNDLE AT 10' INTERVALS. SNAKE WIRE IN BOTTOM OF PIPE TRENCH WHERE POSSIBLE. WHERE PIPE TRENCH IS UNAVAILABLE WIRES SHALL BE PLACED IN SLEEVING. WIRES TO CONTROLLER SHALL BE PLACED IN 1" / 1.5" SLEEVE, USE 3M DBY SPLICE KITS. 9. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY CITY OF RENTON. SYSTEM IS SPECIFICALLY DESIGNED FOR IRRIGATION EQUIPMENT SHOWN ON PLANS AND SUBSTITUTION WILL REQUIRE REDESIGN AND RECALCULATION OF IRRIGATION ZONES. 10. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC SHALL BE USED. 11. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. FINISH GRADE ALL FITTINGS PVC L- J PVC IRRIGATION MAIN ° °OO , �O O °°o• °° °0 °OQ °.. o0 °O °° ° ° _ ° 0. ° . STACKED METER BOXES PER CITY OF RENTON STANDARDS. SIZE TO FIT EQUIPMENT. COMPACT BACKFILL APPROVED DOUBLE CHECK VALVE, INSTALL PER CITY OF RENTON STANDARDS. COPPER UNION AND PIPE PRESSURE REDUCING VALVE 0 J LL II f 111 1 PRESSURE MAIN CONNECT 1�--� TO MASTER SHUT OFF VALVE (INSTALLED IN 8" MIN DEPTH PEA SEPARATE BOX) GRAVEL, WITH FILTER FABRIC INSTALL ASSEMBLY IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN - 340.8. SEE POINT OF CONNECTION ASSEMBLY, THIS SHEET. DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS T- 3430232 a z m a j�•j n /1I O ro a � o w K a .p 0 0 0 z 1 �j k -mow va�iawa Q 3�6 i 5 11 -14,11 o a aLL w SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DIRR01.dwg gp04k BID 75391h AvenueN 2502 Jefferson AV¢0U¢ SeatOe, WA 98109 Tacoma, WA 98402 DOCUMENTS (206128&1640 253621 -0720 ( 1 www.kpg.00m e. CITY OF RENTON Public Works Depa tment APP VED FOR CONSTRUCTION ;/ / BY: DATE � /�L RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST IRRIGATION SCHEDULE AND DETAILS DRAWING NO. 292 PROJECTNO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 292 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z m a j�•j n /1I O ro a � o w K a .p 0 0 0 z 4 e e e e� e e �e FINISH SURFACE OF PAVEMENT OR CURB IIII IIII IIII C) IIIL- W 3" MIN IIII 3" MAX I I SPRINKLER FLUSH WITH GRADE FINISH GRADE PVC TEE OR ELBOW PVC LATERAL LINE BARBED POLYETHYLENE ELBOW -1/2" DIA. x 12" MIN POLYETHYLENE FLEX PIPE BARBED POLYETHYLENE ELBOW TYPICAL FLEXIBLE RISER NTS VALVE BOX FLUSH IN LAWN AREAS, 1/2" ABOVE FINISH GRADE IN SHRUB AND 11-�7 GROUNDCOVER AREAS. AUTOMATIC CONTROL VALVE SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION - TYP. PVC CONDUIT SWEEP - TO ELECTRICAL CONNECTION, SEE SIGNAL PLAN. SIZE AS REQUIRED. TREE ROOTBALL PVC LATERAL LINE 4" MIN. PEA GRAVEL BRICK SUPPORTS; TYP. EACH CORNER PVC 90' ELBOW PVC PIPE - THREADED SCH 80 NIPPLE LENGTH AS REQ. PVC PRESSURE MAIN PVC THREADED ELBOW OR TEE LATERAL LINE LOCATE PER CONTROLLER ENCLOSURE ENCLOSURE 4 ANCHOR BOLTS WITH WASHERS & 2 NUTS (TYP) CONCRETE FOUNDATION a d: < FINISH GRADE PVC CONDUIT SWEEP FOR VALVE WIRES TO CONTROL VALVES. IRRIGATION CONTROLLER ENCLOSURE SECTION NTS 1 M;a01 °n cli 0 of CL a a TREE GRATE TYP FINISHED GRADE PEA GRAVEL PLASTIC CAP FLOOD BUBBLER WITH Y2" FEMALE THREADED INLET SHRUB ADAPTOR PEA GRAVEL 4" ADS CPP PERFORATED BLACK PLASTIC PIPE, 1" LENGTH %2" NIPPLE BARBED POLYETHYLENE ELBOW & MARLEX STREET 90' 1/2" DIA. POLYETHYLENE FLEX PIPE LENGTH AS NECESSARY BARBED POLYETHYLENE ELBOW PVC TEE OR ELBOW CONNECTION TO SPRINKLER HEAD. SEE FLOOD BUBBLER ASSEMBLY THIS SHEET TOP OF CURB IRRIGATION LATERAL SUPPLY LINE PVC CONDUIT PRECAST INTO CENTER OF BOX WALL, FOR IRRIGATION SUPPLY LINE CONNECTION TO SPRINKLER HEAD. SEE FLOOD BUBBLER ASSEMBLY THIS SHEET IRRIGATION LATERAL SUPPLY LINE NOTE: INSTALL WIRE BUNDLE BELOW PIPE � COPPER TRACE WIRE / NYLON TY -WRAP AT 10' OC IRRIGATION MAINLINE, SIZE AS INDICATED ON PLAN i /- WIRE BUNDLE CONTROL WIRE BUNDLE INSTALLATION NTS ELEVATION ------------- - - - - -� I I I / � FACE OF CURB _AB LAYER BY ,AST 4DUIT TREE GRATE PVC CONDUIT PRECAST INTO CENTER OF BOX WALL, FOR IRRIGATION SUPPLY -I FILTERRA THROAT OPENING AUTOMATIC CONTROL VALVE PLAN NTS FLOOD BUBBLER ASSEMBLY AT FILTERRA UNIT LOCATIONS FILTERRA UNIT IRRIGATION LAYOUT NTS NTS T= 3430233 1 + + - +a - ++ SURVEYED; KPG S� RAINIER AVENUES SR 167 DRAWING NO. 293 5 °G DRAWN BY: EM Kp� CITY OF 1�E O ( ) 96! BID S GRADY WAY TO S 2ND ST PROJECT NO. TED40343DESIGN BY: EM PUbIiC Works Department =NW 15398AvenueN 2502JeBersooAuenue a CHECK BY: EG Seattle,WA98109 Tamma,WA9W2 DOCUMENTS FED AID NO. - CM0167(0;.r a F APPROV D FOR CONSTRUCTION DATE: NOV 2011 w PROJMGR: JF (2061286.1640 (253)62700 IRRIGATION DETAILS NUMBER REVISION DESCRIPTION BY APP. DATE J o FILE: 0655DIRR01.dwg www.kpg.com BY: DATE: . /2 SHEET NO. 293 OF 3134 a a z �y m �1/ a O 4� N� N w 9 ZE o -c o w 0 z FE 0 3 a 0 J 51 0 0 0 i M 3 a i z w i a .o 0 z 0 z w U w 0 �> TS CATEGORY SHEET RIGHT OF WAY PLANS 7 2 T5 SITE PREPARATION & TESC PLAN 69 81 1 93 DRAINAGE PLANS 104 a` 114 WATER PLAN 132 S9 146 2 164 CONSTRUCTION NOTES 16 PROPERTY RESTORATION PLANS ` ''•. CHANNEUZATION & SIGNING PLAN 217 ILLUMINATION PLANS P3 IRRIGATION PLAN 282 LANDSCAPE PLAN - SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 0 PO 1 3 NUMBER o2 INSTALL ROOT BARRIER AT BACK OF SIDEWALK (APPROX. 72 LF) BY APP. T9 HONDA �� 1 S7 Og NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE �n S5 I UK, ,� CONSTRUCTION HYDRANTS. 10 YANKEE GRILL PLAN 0 5 10 20 40 60 SCALE IN FEET II' li n GC 5 S3 3 l \a PLANT SYMBOL PP 60 PLANT QUANTITY S9 S7 T1 rn 0 6 15 2 9 '- w w x 0 CD 1+ N H to w Z RAINIER AVE S S5 GC3 10 10 & �Yn z �S3\: 5 10 SOUND FORD ROW LINE CONSTRUCTION UMITS, TYP SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. i- 3430234 CORRESPONDING SHEETS z �y m �l ti � O c ' i u, N n A •p o W N O �3 CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNEUZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN - z �y m �l ti � O c ' i u, N n A •p o W N O �3 owu oR�Q �a Q �3�N o J 11 -14 -11 0 < aLL w U SURVEYED: KPG DRAWN BV: EM DESIGN BY: EM CHECK BV: EG PROJ MGR: JF FILE: 0655DLS01.dwg 7r,396iAvenueN 2502 Jefferson Avenue gip SeatOe,WA98109 Taooma,WA9a402 20s21M-1640 DOCUMENTS ( (253)621 -0720 WHrr kD9 COm �' CITY OF RENTON �_ Public Works Department APPROV FOR CONSTRUCTION BY: DATE: � l2 RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST LANDSCAPE PLAN STA 8 +98 TO STA 12 +00 DRAWING NO. 294 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 294 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �y m �l ti � O c ' i u, N n A •p o W N O �3 O 3 O J V7 U 0 c 0 3 a 0 w i a' 0 0 z 0 z w v w 0 rr M PLAN �o 0 5 10 20 40 60 SCALE IIV FEET PLANT SYMBOL PP so PLANT QUANTITY CONSTRUCTION NOTES 0 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. ONO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430235 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN - 11 -14 -11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 295 o„ DRAWN BV: EM KpQ Al 'r CITY OF RENTON DESIGN BY: EM BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 �n a��a a CHECKBV: EG Seattle, WA 98109 Tazarna,WA 98402 Avenue DOCUMENTS LANDSCAPE PLAN FED AID NO. - CM0167(048) wawa APP D FOR CONSTRUCTION Q 3 o a LL (206) 286.1640 253 627 -0720 DATE: NOV 2011 PROJ MGR: JF ( ) NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwq www.kpg.com- BY: DATE: STA 12 +00 TO STA 15 +50 SHEET NO. 295 OF 304 a a `z n a ti a O N n I6.A G a K , ` y0 N O c y .I a O N O <r 3 0 0 0 z w i v w O M D1�1.1C 19 AL•J►lq •A PLAN BEST PHO & THAI •lr%Lf►GR Q RCII 1 Will QWDP%F%U PLANT SYMBOL 0 5 10 20 40 60 SCALE IN FEET pp 60 PLANT QUANTITY CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 05 TREE GRATES TYPE 1, SEE DETAIL SHEET 281; TREE PITS SHALL RECEIVE 36" TOPSOIL TYPE A. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430236 CORRESPONDING SHEETS 11 -14.11 SURVEYED: KPG �+ GO! �M - Kph CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 29V DRAWN BY: EM DESIGN BY: EM BID Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED4034375396AvenueN 2502JeftemonAvenue FEDAIDNO. - CM0167(CHECK BY: EG Sea6e,WA98109 Taama,WA98402 DOCUMENTS LANDSCAPE PLAN w3�N a6- (206) 266-1640 APP ED FOR CONSTRUCTION °z w PROJ MGR: JF (253)621 -0720 DATE: NOV 2011 5 0 vww.kpg.com BY: DATE: A / STA 15 +50 TO STA 20 +00 SHEET NO. 296 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwg / ,( /i/ a z �ya m a O 4h, N I� c D 'C w o W N v CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN - 11 -14.11 SURVEYED: KPG �+ GO! �M - Kph CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 29V DRAWN BY: EM DESIGN BY: EM BID Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED4034375396AvenueN 2502JeftemonAvenue FEDAIDNO. - CM0167(CHECK BY: EG Sea6e,WA98109 Taama,WA98402 DOCUMENTS LANDSCAPE PLAN w3�N a6- (206) 266-1640 APP ED FOR CONSTRUCTION °z w PROJ MGR: JF (253)621 -0720 DATE: NOV 2011 5 0 vww.kpg.com BY: DATE: A / STA 15 +50 TO STA 20 +00 SHEET NO. 296 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwg / ,( /i/ a z �ya m a O 4h, N I� c D 'C w o W N v \d r , , , , SEATTLE SUPER ; SUPPLEMENT , IF I , 1 J i v m v r VIVHIG ��Y���I N /�iV� �I _�1�I0/f�3ll'1'ITIO��� ®�i:T%yyr ( ROW LINE ; \ CONSTRUCTION LES SCHWAB LIMITS, TYP. PLAN 0 5 10 20 40 SCALE IN FEET M z 9 \ \\ 22 ARBY'S 4 23 CONSTRUCTION fLIMITS, TYP. ROW LINE / GC5 S5 5 A 24 CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2° BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. / 00 rn N H W W CD L0 N W z J PP l 60 PLANT QUANTITY V� BOB BRIDGE SCION U H Q d\ d i ,d SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430237 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT U1ILITY TRENCH PLAN T4 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN - - .4i„ CCCCCCOCODOp , °::,;:;girs:p:4t: pOpljp000C' ^,: 4G,7 S7 GC1 65 44 RAINIER AVE S i v m v r VIVHIG ��Y���I N /�iV� �I _�1�I0/f�3ll'1'ITIO��� ®�i:T%yyr ( ROW LINE ; \ CONSTRUCTION LES SCHWAB LIMITS, TYP. PLAN 0 5 10 20 40 SCALE IN FEET M z 9 \ \\ 22 ARBY'S 4 23 CONSTRUCTION fLIMITS, TYP. ROW LINE / GC5 S5 5 A 24 CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2° BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. / 00 rn N H W W CD L0 N W z J PP l 60 PLANT QUANTITY V� BOB BRIDGE SCION U H Q d\ d i ,d SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430237 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT U1ILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN - 1 HUUtrvUUM : AUJUJItU YLANItK LUGAIIUNJ W IL IO II I 11 -1a11 SURVEYED: KPG °� KPGr CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 297 DRAWN BY: EM BID ha S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 oZ�a DESIGN BY: EM 753b Avenue N 2502 Jefferson Avenue Public WorksDepatment FED AID NO. - CM0167(048) �<w< a CHECK BY: EG Seatte,WA96109 Tawma,WA96402 LANDSCAPE PLAN Q 3�o aF (206)2661640 (253)627 -0720 DOCUMENTS APPROV FOR CONSTRUCTION DATE: NOV 2011 w PROJ MGR: JF wxw,kpg.0lm NUMBER REVISION DESCRIPTION BY APP. DATE 5 o FILE: 0655DLS01.dwg BY: DATE: �2 STA 20 +00 TO STA 24 +50 SHEET NO. 297 OF 304 z �y m �V rn O G n � N I" �W o w N O a O N O 3 Y n N Cl) t° N r low ' 1 25 BOB BRIDGE SCION BROWN BEAR AR WASH M 26 CONSTRUCTION — UMITS, TYP._ 15 27 RAINIER AVE S LITHIA DODGE CHRYSLER ROW LINE, Fw t1 �I g 10 � ROW UNE GC3 - 25 Y ' - GC3 4 - -- 45 -- IHOP PLAN 0 5 10 20 40 60 SCALE IN FEET PLANT SYMBOL PP 60 PLANT QUANTITY 10 KF CONSTRUCTION NOTES Ot SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 03 PLANT TREE PER FILTERRA UNIT MANUFACTURER'S INSTRUCTIONS, SEE SPECIFICATIONS. DO< ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH 1 (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. GC2 20 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. rn6, c� G4 GC1 40 Ja 00 65 x g6 6- �v1 / J 4 C -- SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. CONSTRUCTION UMITS, TYP. T- 3430238 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN - S �ya h �O n � N w a o o w N O z °rc. a =Nw 5 11-14.11 Z. a U SURVEYED: KPG DRAWN BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DLS01.dwg KPG'r 753 9th Avenue N 2502JeKesanAvenue BID Seattle, Tacoma, WA 98402 1298128E -1640 (253)621 -0720 DOCUMENTS wwwkpgmm " �- CITY OF FENTON Public Works Department APP D FOR CONSTRUCTION BY DATE /2 RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST LANDSCAPE PLAN STA 24 +50 TO STA 29 +00 r�((��p DRAWING NO 27H PROJECT NO. TED403430 FEDAIDNO. - CM0167(0481 DATE: NOV 2011 SHEET NO. 298 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE S �ya h �O n � N w a o o w N O z a 0 N 0 3 0 J 0 i F, 0 i iT a z c� w i a' Y I / MAZATLAN / � l CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 03 PLANT TREE PER FILTERRA UNIT MANUFACTURER'S INSTRUCTIONS, SEE SPECIFICATIONS. f 6 TREE GRATE TYPE 2 (NON- FILTERRA), SEE DETAIL SHEET 281 AND 3 6 I I SHEET 304; TREE PITS SHALL RECEIVE 36" TOPSOIL TYPE A. 9 \sue^'+.. i LITHIA DODGE CONSTRUCTION BNSF ROW o9 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE ns _ t I HYDRANTS • �" ''" ; AND CHRYSLER ``uM, Trn. r 11 ___ -- SOUTH LAKE VETERINARY OO �` "-- '• .:..: I I ROW UNE 17 O O M W W cn 2 _... _�_. . ... .._.. O ICJ + M RAINIER AVE S N W Z J GC1 U _. 25 ROW UNE 'GC3~ "_ -- - I- - - - - - - - - - - - - - - - - -- - - -- 15 CONSTRUCTION GC3 g GC3 1 OMITS, TYP. 15 I 30 / RAI,NIER VILLAGE BNSF ROW I PLAN 0 5 10 20 40 SCALE IN FEET .1 D - AUTO BODY AND PAINT - i T= 3430239 --- - CORRESPONDING SHEETS PLANT SYMBOL PP 60 PLANT QUANTITY SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. a a z n a /N �Oc� w I✓ �0 1 �w .p 0 o N O Y CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNEUZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN - a a z n a /N �Oc� w I✓ �0 1 �w .p 0 o N O Y °'rc GO! o 5 11 -14-11 zw °DRAWN SURVEYED: KPG BY: EM DESIGN BY: EM CHECK BY: EG PROJ MGR: JF FILE: 0655DLS01.dwg Kp� 75391h AvenueN 2502 Jefferson Avenue BID Seaft,WA98109 Tacoma,WA98402 DOCUMENTS 1206)28 &1640 (2531627 -0720 ,f CITY OF FENTON �` rUDIIC Works Department APP V FOR CONSTRUCTION BY: DATE: / � lZ RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST LANDSCAPE PLAN STA 29 +00 TO STA 33 +50 DRAWING NO. 299 PROJECT NO. TED40343 FED AID NO. - CM0167t048) DATE: NOV 2011 SHEET NO. 299 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z n a /N �Oc� w I✓ �0 1 �w .p 0 o N O Y MEDIAN REFERENCE POINT OR ROADWAY PIVOT POINT AS INDICATED ON TYPICAL SECTIONS EXISTING GROUND -\ TASK 1 - ROADWAY WIDENING HMA ROADWAY PAVEMENT SECTION. SEE DETAIL, SHEET 25 (TYP) MEDIAN REFERENCE POINT OR ROADWAY PIVOT POINT AS INDICATED ON TYPICAL SECTIONS EXISTING GROUND -\ TASK 2 - PROFILE GRINDING HMA ROADWAY PAVEMENT SECTION. SEE DETAIL, SHEET 25 (TYP) MEDIAN REFERENCE POINT OR ROADWAY PIVOT POINT AS INDICATED ON TYPICAL SECTIONS HMA FOR PRELEVEL, CLASS � PG 70 -22 AS NECESSARY TO ACHIEVE MEDIAN PROFILE GRADES. SEE ALIGNMENT PROFILE SHEETS. HMA ROADWAY PAVEMENT SECTION. SEE DETAIL, SHEET 25 (TYP) EXISTING DRIVEWAY OR PARKING PAVEMENT TASK 3 - PRELEVEL & FINAL OVERLAY FINAL OVERLAY ADDITIONAL PAVING DEPTH AS NECESSARY, 1" MAX SEE DETAIL, SHEET 25 85 FINAL OVERLAY HMA FOR OVERLAY CL }" PG 70 -22 ROADWAY PAVING CONSTRUCTION NOTES: 1. SEE TYPICAL SECTIONS FOR MATERIAL DESIGNATIONS AND DEPTHS. 2. MEDIANS AND ISLANDS NOT SHOWN FOR CLARITY ROADWAY PAVING DETAIL NTS EXISTING DRIVEWAY OR PARKING PAVEMENT 1' 6" CEMENT CONCRETE STAPLE CURB FACE OF GUTTER OLD JOINT PROFILE AND ELEVATION CONCRETE PANEL REFERENCE POINT ELEVATION PLANE BITUMINOUS PAVEMENT 1.5" MIN DEPTH TO 3" MAX DEPTH TO MINIMIZE QUARTER CROWNS AS FIELD DIRECTED BY THE ENGINEER. i REFERENCE POINT CURB DOWEL, " SEE STAPLE CURB DOWEL DETAIL, THIS SHEET "a' y CEMENT CONCRETE PAVEMENT STAPLE CURB NOTES: 1. CURB JOINT SPACING SHALL MATCH ADJACENT CONCRETE PAVEMENT JOINT SPACING. 2. THE EXTENTS OF STAPLE CURB INSTALLATION SHALL CORRESPOND TO THE EXTENTS OF CONCRETE PANEL INSTALLATION UNLESS NOTED OTHERWISE. SEE ALIGNMENT PLANS, SHEETS 81 -92. CEMENT CONCRETE STAPLE CURB DETAIL NTS 6" CEMENT CONCRETE PAVEMENT WITH FULL DEPTH EXPANSION JOINTS AT 15' MAX SPACING SAWCUT AS INDICATED ON SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE 4" CSBC COMMERCIAL HMA PLANS. NEW PAVEMENT TO BE - FLUSH WITH EXISTING PAVEMENT. COMPACTED SUBGRADE 4' DEPTH OR MATCH EXISTING, FLUSH WITH EXISTING PAVEMENT 2" CSBC PROVIDE TACK AND COAT AND WHICHEVER IS GREATER. AND INCLUDE FULL DEPTH COMPACTED SUBGRADE SEAL JOINT WITH AR4000. HMA PARKING AND DRIVEWAY PAVEMENT EXPANSION JOINT HMA OVERLAY TO BE FLUSH WITH PAVEMENT. PROVIDE TACK AND COAT AND SEAL JOINT WITH AR4000. EXISTING ROADWAY PAVEMENT V BETWEEN EXISTING SURFACE AND NEW SURFACE PARKING AND DRIVEWAY PAVEMENT NOTES: CONCRETE PARKING AND DRIVEWAY PAVEMENT 1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. PARKING AND DRIVEWAY PAVEMENT DETAIL NTS PLANING BITUMINOUS PAVEMENT FOR PROFILE GRINDING AND HMA FOR OVERLAY CLASS J PG 70 -22. o PLANE EXISTING BITUMINOUS PAVEMENT TO DEPTH OF Q OVERLAY PER ROADWAY EXISTING PAVING DETAIL, THIS SHT. ROADWAY C PAVEMENT GRINDING LIMIT NOTES: 1. CONTRACTOR TO FIELD LOCATE FINAL GRINDING LIMITS TO AVOID PONDING AND TO PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING DRIVING SURFACE AND THE NEW DRIVING SURFACE. PAVEMENT GRINDING LIMITS DETAIL NTS REVISION DESCRIPTION BY I APP.I DATE 7.5" i a 1.5" R a d. (TYP) a . d d I : i 19 a. SAWCUT, REMOVE, AND REPLACE EXISTING PAVEMENT AS NECESSARY TO CONSTRUCT INTEGRAL CURB AND FURNISH AND INSTALL HANDRAIL. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL, THIS SHEET. COMPACTED SUBGRADE #3 BAR AT 2' -4' O.C. n TOP OF PROPOSED STAPLE CURB COLD JOINT CEMENT CONCRETE PAVEMENT STAPLE CURB DOWEL DETAIL NTS SEE ALIGNMENT PLANS FOR SIDEWALK WIDTH COMMERCIAL HMA WEDGE PLACED IN 3" MAX LIFTS AND HAND COMPACTED - COMPACTED SUBGRADE 4 - #4 CONT. W/ 2' MIN. LAP ASPHALT WEDGE DETAIL NTS CONSTRUCT PEDESTRIAN HANDRAIL ADJACENT TO INTEGRAL CURB WHERE "H" GREATER THAN 1.5'. SEE PEDESTRIAN HANDRAIL DETAILS, SHEET 25 1" RADIUS SEE ALIGNMENT PLANS (TYP) FOR SIDEWALK 6" WIDTH H= VARIES H (1 FT MAX) CEMENT CONIC. SIDEWALK EXISTING ASPHALT PARKING AREA INTEGRAL CURB LOCATIONS STATION OFFSET( Fp H(FT) BEG 14 +47.81 63.00 RT 1.15 14 +75.00 63.00 RT 0.76 15 +25.00 63.00 RT 1.00 15 +75.00 63.00 RT 0.75 16 +25.00 63.00 RT 0.83 END 16 +66.04 63.00 IT 0.50 BEG 23 +73.87 61.88 RT 0.55 24 +00.00 58.00 RT 0.50 24 +50.00 62.78 RT 0.55 END 24 +98.95 63.00 RT 0.50 BEG 24 +40.41 63.00 LT 1.07 24 +50.00 63.00 LT 1.35 24 +75.00 63.00 LT 1.80 END 24 +96.13 63.00 LT 1.49 BEG 25 +26.13 63.00 LT 1.42 25 +50.00 63.00 LT 1.38 25 +75.00 63.14 LT 1.16 END 25 +88.12 63.31 LT 1.15 BEG 26 +22.50 63.67 LT 1.60 26 +50.00 63.88 LT 1.02 27 +00.00 64.06 LT 1.71 27 +50.00 64.00 LT 1.57 END 28 +02.40 63.67 LT 1.90 BEG 31 +65.88 52.00 LT 0.50 32 +00.00 52.00 LT 0.50 END 32 +40.54 52.00 LT 0.50 BEG 32 +37.73 57.27 RT 0.50 32 +50.00 54.19 RT 0.50 END 32 +73.17 53.83 RT 0.50 BEG 33 +03.83 52.00 LT 0.50 33 +25.00 52.00 LT 0.50 END 33 +48.35 52.00 LT 0.50 BEG 350 +66.62 38.48 RT 0.97 END 350 +77.40 29.22 RT 0.50 BEG 450 +92.33 36.80 LT 0.50 41 +95.60 61.27 RT 1.40 END 42 +34.98 61.87 RT 1.26 BEG 42 +66.98 62.36 RT 0.50 43 +00.00 58.00 RT 0.50 43 +50.00 58.00 RT 1.02 43 +75.00 58.00 RT 1.48 END 43 +85.10 58.00 RT 1.25 BEG 44 +51.10 58.00 RT 0.50 45 +00.00 58.00 RT 0.50 END 45 +34.55 72.56 RT 0.50 BEG 44 +98.61 63.00 LT 0.50 45 +25.00 63.00 LT 0.50 END 1 45 +70.21 63.00 LT 0.50 FINISHED GRADE (TYP) I� # 3 BAR MEDIAN PROFILE INTEGRAL CURB NOTES: REFERENCE POINT, EXISTING 1. H NOT TO EXCEED 2' ® 2' SPACING ROADWAY W- SE I 18" 2. E MINIMUM T=343024 SEE ALIGNMENT PROFILES PAVEMENT /g TAIL 3. SEE NTEGRAL CURB LOCAl10NS TABLE, THIS SHEET MODIFIED CEMENT CONCRETE EXTRUDED CURB, TYPE 6 INTEGRAL CURB DETAIL NTS NTS 11 -+a11 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 24 Gwq COg9d DRAWN BY: JLF Al ''� CITY OF RENTON ( > BID GRADY WAY TO S 2ND ST PROJECTNO. TED403430 _ off' DESIGN BY: JLF 753961 AveoeeN 2502 Jefferson Avenue oID Public Works Department CHECK BY: NM Seattle,WA98109 Tacoma,WA98402 DOCUMENTS FEDAIDNO. - CM0167(048) 03F0 �Qm (206)266 -1640 253 621 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 vn1.� PROJMGR: JF WVNlkpgCOm ( I �� / / / DETAILS FILE: 0655DDET01.dwg BY�����1� DATE: ✓ /���j /� SHEET NO. 24 OF 304 a z `m a a m v, A C) I✓ a a � o w > o w m Q z 7 0 o, 3 C) J D u7 0 U 0 c 0 c 3 0 0 i z w i a' 0 u� 0 0 z w U w 0 0 rn rn cV F— W W 2 (n O rn PO M Q N W Z J 2 H Q r urn / PP 60 0 5 10 20 40 60 PLANT QUANTITY SCALE IN FEET CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 03 PLANT TREE PER FILTERRA UNIT MANUFACTURER'S INSTRUCTIONS, SEE SPECIFICATIONS. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 0 TREE GRATE TYPE 2 (NON- FILTERRA), SEE DETAIL SHEET 281; TREE PITS SHALL RECEIVE 36" TOPSOIL TYPE A. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. 1 C SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430240 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN - D z �y NO ro� G � � UI ? L) I� O d { W { W 0 N O z -e 11 -14 -11 o� n SURVEYED: KPG DRAWN BY: EM gp� �' CITY OF RENTON RAINIER AVENUE S (SR 167) q DRAWING NO. 3OO a�ln�n owe o BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 .rc DESIGN BY: EM 7539tl AvenueN 2502 Jefferson Avenue Public Works Department FEDAIDNO. - CM0167(046) Q=wW gHl a CHECK BY: EG Seattle, WA 96109 Tacoma, WA 96402 DOCUMENTS LANDSCAPE PLAN PROJ MGR: JF (206 1266 -1640 (253) 621 -0720 APP OV D FOR CONSTRUCTION DATE: NOV 2011 Q U FILE: 0655DLS01.dwg w,nv.kpg.mm BY: DAT F% �Z STA 33 +50 TO STA 38 +00 SHEET NO. 300 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE D z �y NO ro� G � � UI ? L) I� O d { W { W 0 N O z -e WE r�r 0 3 0 J Q i U 0 C U 3 0 D z w Q Y O O M t— W W S (n O O 00 0 M Q H (n W Z J 2 U Q PLAN 0 5 10 20 40 60 SCALE IN FEET PLANT SYMBOL PP 60 PLANT QUANTITY CONSTRUCTION NOTES Oi SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. Og NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. N O H W W (n O O cV d- Q H W Z J 2 U H Q SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430241 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN - U +� - +4 - ++ SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 301 O . DRAWN BY: EM KpGr CITY OF F ENTON �1'1 \V ooh _ S GRADY WAY TO S 2ND ST PROJECTNO. TED40343 BID DESIGN BY: EM 0 v o��rc Public Works Department Q=NW 7539hAvenueN 2502JeffesonAvenue FEDAIDNO. - CM0167(048) N�a a CHECK BY: EG Seade,WA98109 Tacoma,WA98402 LANDSCAPE PLAN Q Q ;may aF (206) 286 (2531627 -0720 APP 'D FOR CONSTRUCTION DATE: NOV 2011 w PROJ MGR: JF DOCUMENTS vr'kpg.00m BY: DATE: �Z STA 38 +00 TO STA 42 +00 SHEET NO. 301 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwg z �y h �O A � D l7 ' 'C W o w N O z a O 3 0 J 0 i 0 0 i o� 3 a 0 z c� N W i a' S2 CD F— w w x 0 0 cV <f- Q F- (n W Z J x U E- Q I I PLAN 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION OMITS, TYP. ROW LINE PLANT SYMBOL PP so PLANT QUANTITY CONSTRUCTION NOTES 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 05 TREE GRATES TYPE 1, SEE DETAIL SHEET 281; TREE PITS SHALL RECEIVE 36" TOPSOIL TYPE A. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430242 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN - 11 -I4 -11 SURVEYED: KPG =m AINIER AVENUES SR 167 DRAWING NO. 302 02 DRAWN BY: EM Kp� Al • ''} CITY OF RENTON ( ) GO! BAD S GRADY WAY TO S 2ND ST PROJECT NO. TED40343DESIGN BY: EM Public Works Department Nib< 7539UAvenueN 2502JeBersonAvenue FEDAIDNO. - CM0167(0��a CHECK BY: EG Seaft,WA98109 Tamma,WA9W2 DOCUMENTS LANDSCAPE PLAN 206 266 -1640 APP D FOR CONSTRUCTION ( I (253(627 -0720 DATE: NOV 2011 J U PROJ MGR: JF wwnkpgcom NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwg BY: DATE//0 /t STA 42 +00 TO STA 45 +00 SHEET NO. 302 OF 304 D z m a M m �l ti O A C) I" N o w N O 0 N 3 v 0 J Ifi 0 i U O 0 i 3 0 0 i z 0 w 0 i d a 0 i z 0 z w Elfv w O rr OREILLY'S 17 S4 v v ® 5 /`chi ,Z) cV SHEET RIGHT OF WAY PLANS O EXISTING CONDITIONS 64 M 78 ALIGNMENT PLAN E— ALIGNMENT PROFILE 102 w 113 DRAINAGE PROFILE 123,124 WATER PLAN N 5 46 155 0 173 JOINT UTILITY TRENCH PROFILES RAINIER AVE S w z J 2 Ci S4 `\ 12 ho i- 1 ROW UN L 4 PLAN 0 5 10 20 40 60 SCALE IN FEET 48 GI �J@ 25 A�Fs CONSTRUCTION LIMITS, TYP. WALKER'S RENTON SUBARU / PLANT SYMBOL PP 60 PLANT QUANTITY 5 CONSTRUCTION NOTES 01 SEEDED LAWN. INSTALL 2" TOPSOIL TYPE A THIS AREA, TYP. 04 ALL DISTURBED PLANTING AREAS TO RECEIVE 2" BARK MULCH (MIN. 12" WIDTH FROM BACK OF PAVEMENT), UNLESS OTHERWISE INDICATED TO BE PLANTED OR SEEDED. 09 NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. lW LINE SEE SHEET 304 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES. T- 3430243 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN - 11-14.11 SURVEYED: KPG � RAINIER AVENUE S (SR 167) DRAWING NO. 303 GO! M DRAWN BY: EM KI"Gr UL CITY OF FENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403436R0`� DESIGN BY: EM BID "� Public Works De artment z -� 753MAvenueN 2502 Jefferson Avenue P w FEDAIDNO. - CM0167(0481 awa a CHECK BY: EG seafe,wA95t09 Tacoma,wA98402 LANDSCAPE PLAN 3�u ¢G (206)286-1640 253 DOCUMENTS APPR FOR CONSTRUCTION o PROJ MGR: JF ( 1627 -0720 DATE: NOV 2011 -a+ `� BY: DATE: �2 STA 45 +00 TO STA 49 +00 SHEET NO. 303 OF 304 NUMBER REVISION DESCRIPTION BV APP. DATE FILE: 0655DLS01.dwg z �y m �o >0 N w � 1 O Z H a 0 47 N 0 N 3 0 J 0 u7 i U 0 o+ 3 0 0 Z c� 0 / a' Y PLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS STREET TREES REMARKS T1 TILIA AMERICANA 'BOULEVARD'/ BOULEVARD AMERICAN LINDEN 34 2 1/2" CAL. 12' -14' HT. B&B, WELL BRANCHED + T2 ZELKOVA SERRATA 'MUSASHINO'/ SAWTOOTH ZELKOVA 22 2 1/2" CAL. 12' -14' HT. B&B, WELL BRANCHED MEDIAN TREES O O T3 CERCIDIPHYLLUM JAPONICUM/ KATSURA TREE 26 2 1 /2" CAL. 121/2" HT. B&B, WELL BRANCHED CONT. T4 ULMUS 'FRONTIER'/ FRONTIER ELM 5 2 1/2" CAL. 12' -14' HT. B&B, WELL BRANCHED GATEWAY ACCENT TREES x O T5 AMELANCHIER LAEVIS 'CUMULUS'/ ALLEGHENY SERVICEBERRY 11 8' -10' HT. B&B, WELL BRANCHED 3 -5 STEMS MIN. O.C. T6 CORNUS 'EDDIE'S WHITE WONDER'/ EDDIE'S WHITE WONDER DOGWOOD 15 2 1/2" CAL. 10' -14' HT. B&B, WELL BRANCHED FILTERRA /TREE GRATE TREES 0 0 T7 ACER GINNALA/ AMUR MAPLE * 4 2" CAL. 10' -12' HT. B&B, WELL BRANCHED SP. T8 MAGNOLIA 'GALAXY/ GALAXY MAGNOLIA * 5 2" CAL, 10' -12' HT. B&B, WELL BRANCHED EVERGREEN TREES CONT. T9 CALOCEDRUS DECURRENS/ INCENSE CEDAR 7 8' -10' HT. B&B, WELL BRANCHED SHRUBS ® S1 KALMIA LATIFOLIA 'PEPPERMINT"/ PEPPERMINT MOUNTAIN LAUREL 39 18 " -24" HT. FULL & BUSHY ® S2 PHYSOCARPUS OPULIFOLIUS 'NANUS'/ DWARF NINEBARK 44 18 " -24" HT. FULL & BUSHY ® S3 BERBERIS THUNBERGII 'ROYAL CLOAK'/ JAPANESE BARBERRY 112 2 GAL CONT. FULL & BUSHY ® S4 CISTUS X PURPUREUS/ ORCHID ROCKROSE 55 15 " -18" HT. FULL & BUSHY Q S5 EUONYMUS ALATUS 'ODOM'/ LITTLE MOSES DWARF BURNING BUSH 147 1 GAL. CONT. FULL & BUSHY 0 S6 EUONYMUS JAPONICUS 'MICROPHYLLUS VARIEGATUS'/ VARIEGATED BOXLEAF EUONYMUS 388 2 GAL. CONT. FULL & BUSHY OO S7 FOTHERGILLA GARDENII/ DWARF FOTHERGILLA 204 2 GAL. CONT. FULL & BUSHY ® S9 RHODODENDRON 'RAMAPO'/ HYBRID RHODODENDRON 175 15 " -18" HT. FULL & BUSHY ® S10 CORNUS SERICEA 'KELSEYI'/ DWARF REDTWIG DOGWOOD 764 2 GAL. CONT. FULL & BUSHY O S11 ILEX CRENATA 'HELLERI'/ HELLERI HOLLY 88 1 GAL. CONT. FULL & BUSHY ® S12 ESCALLONIA 'COMPAKTA'/ COMPACT ESCALLONIA 163 2 GAL. CONT. FULL & BUSHY GRASSES G2 CAREX TESTACEA/ NEW ZEALAND SEDGE 425 1 GAL. CONT. 24" O.C. TRI. SP. TYP. FITH G3 NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS 890 1 GAL. CONT. 24" O.C. TRI. SP. TYP. G4 OPHIOPOGON JAPONICUS/ MONDO GRASS 1075 1 GAL. CONT. 18" O.C. TRI. SP. TYP. * 2 ACER GINNALA AND 2 MAGNOLIA 'GALAXY' TO BE PROVIDED BY FILTERRA UNIT MANUFACTURER; QUANTITY SHOWN INCLUDES FILTERRA UNIT TREES. SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE REMARKS GROUND COVER AND PERENNIALS ` GC1 ERICA CINEREA 'C.D. EASON'/ BELL HEATHER 1395 1 GAL CONT. 24" O.C. TRI. SP. TYP. GC2 CEANOTHUS GLORIOSUS 'ANCHOR BAY'/ ANCHOR BAY CEANOTHUS 315 1 GAL CONT. 36" O.C. TRI. SP. TYP. ® GC3 PRUNUS LAUROCERASUS 'MOUNT VERNON'/ MOUNT VERNON ENGLISH LAUREL 825 1 GAL CONT. 36" O.C. TRI. SP. TYP. ® GC5 COTONEASTER DAMMERI'EICHHOLZ'/ EICHHOLZ COTONEASTER 1460 1 GAL CONT. 24" O.C. TRI. SP. TYP. 000000 GC6 CALLUNA VULGARIS 'FIREFLY'/ SCOTCH HEATHER 225 1 GAL CONT. 24" O.C. TRI. SP. TYP. ® P2 HEMEROCALLIS 'STELLA DE ORO'/ DAYLILY 155 1 GAL CONT. 24" O.C. TRI. SP. TYP. P3 LAVANDULA ANGUSTIFOLIA 'BUENA VISTA'/ ENGLISH LAVENDER 80 1 GAL CONT. 24" O.C. TRI. SP. TYP. SEEDED LAWN INSTALLATION 1867 SY NOTE: PLANT TREES 1" HIGHI THAN THE ROOT FLAIRI TREE PIT SHALL NOT I LESS THAN 2 TIMES R BALL DIAMETER. CENTER TREE IN PIT 1/ 2" MAX BETWEED TOP OF PEA GRAVEI AND BOTTOM OF TREE GRATE CEMENT CONCRETE SIDEWALK 11 2" X 10" X 3' WITH EYE BOLTS EACH END IU GA GALVANIZED WIRE WITH 1/2" 0 RUBBER HOSE, TURNBUCKLE & EYEBOLTS PLAN APPROX. 2" PEA GRAVEL LAYER 10 GA GALVANIZED WIRE WITH 1/2" 0 RUBBER HOSE, TURNBUCKLE & EYEBOLTS, TIGHTEN TO HOLD TREE UPRIGHT SEE TREE GRATE AND SIDEWALK LAYOUT DETAIL, SHEET 281 CEMENT CONCRETE TRAFFIC CURB AND GUTTER SCARIFY ALL SIDES OF PIT REMOVE BURLAP & TWINE FROM ROOT BALL 2" X 10" X 3' WITH EYE BOLTS EACH END TYPICAL TREE PLANTING DETAIL AT TYPE 1 AND TYPE 2 TREE GRATE LOCATIONS NTS J J Q 0 0 2" MULCH FINISH GRADE TOPSOIL TYPE A BREAK SIDES & BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB /GROUNDCOVER PLANTING DETAIL NTS TOPSOIL AT 11 GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL PLANTED AREAS TO RECEIVE 12" TOPSOIL TYPE A AND 2" OF BARK MULCH. TREE PIT AREAS TO RECEIVE 36" DEPTH (APPROX. 26 "W X 36 "L X 36 "D) TOPSOIL TYPE A, SEE TREE PLANTING DETAIL. FILTERRA UNITS TO RECEIVE APPROPRIATE TOPSOIL AND BARK MULCH PER MANUFACTURER'S RECOMMENDATION, SEE SPECIFICATIONS. 5. PROPERTY RESTORATION: ALL DISTURBED PLANTING OR LAWN AREAS OUTSIDE OF THE ROW WHICH ARE NOT OTHERWISE INDICATED ON THESE PLANS, SHALL BE RESTORED AS PROPERTY RESTORATION, SEE SPECIFICATIONS. 6. ALL SEEDED AREAS SHALL RECEIVE 2" TOPSOIL TYPE A. 7. ALL PLANT MATERIALS SHALL MEET ANSI A300 PART 6: TRANSPLANTING AND ISA BEST MANAGEMENT PRACTICES: TREE PLANTING. 8. NO SHRUBS OR GROUNDCOVER WITHIN 2' CLEAR OF ALL FIRE HYDRANTS. NOTES: 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOT BALL DIA. 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOT BALL 3. REMOVE ALL PLASTIC AND TWINE TREE STAKE ROOTBALL TRUNK TREE STAKE PLASTIC TREE TIES 2 "0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOTBALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE 2" MULCH LAYER, KEEP AWAY FROM TREE TRUNK TOPSOIL TYPE A Y WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK f- 3430244 4. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND 5. PLANT TREES 1" HIGHER THAN THE ROOT FLARE TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS 11-14 -11 SURVEYED: KPG Z. DRAWN BV: EM � CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 304 gip S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: EM Public Works Department FED AID NO. - CM0167(048) �zkNw 753 9th Avenue N 2502 Jefferson Avenue a CHECK BY EG Seattle, WA 98109 Tacoma, WA 96402 DOCUMENTS aLL (2061266-1640 253 627 -0720 APP FOR CONSTRUCTION LANDSCAPE SCHEDULE AND DETAILS DATE: NOV 2011 o � PROJ MGR: JF ( 1 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DLS01.dwg wwwkpgoom - BY: DATE!, �2 SHEET NO. 304 OF 304 z ay m ti x O v� N a o w o w N O M rz a-; N O r7 e 'i 0 z 0 z w U O 12" WHITE PLASTIC CROSSWALK LINE SEE CHANNELIZATION PLANS FOR LOCATIONS. SEE DECORATIVE CROSSWALK TREATMENT 10' DETAIL, SHT 281, FOR COORDINATION WITH CONCRETE CROSSWALK. �4.5' CLEAR III MITE DOT STIR PLANS, PER WS LINE SEE CHANNELIZATION PLANS FACE OF GUTTER (FOR CEMENT CONC. TRAFFIC CURB AND GUTTER) FACE OF CURB (FOR ALL OTHER CURBS OR ISLANDS) (TYP) CROSSWALK LINE AND STOP LINE DETAIL NTS 2VX2V POST CAP WELD TO PLATE, TYP. 3" X 3 "X Y" STEEL PLATE, WELD TO POST, TYP. FACE OF CIP WALL, CEMENT CONCRETE WALL CAP OR SIDEWALK a 12" WHITE PLASTIC CROSSWALK LINE SEE CROSSWALK LINE AND STOP LINE DETAIL, THIS SHEET 4.5' CLEAR 111111 1111 vv WHITE PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLANS, SEE CHANNELIZATION PLANS FOR LOCATIONS OF POST 2" X 9Y' X 0.072" THICK RAILING, TYP. 212" X X X 0.120" THICK VERTICAL POST, TYP. INSTALL LEVEL AND PLUMB VERTICAL R ILS,0TYP THICK o 2" X %" X 0.072" !, I11 THICK RAILING, TYP. i I SURFACE MOUNT SECTION WALL 1. 4. & 5 5 -1/4" YIELD LINE DETAIL NTS PEDESTRIAN HANDRAIL, SEE DETAIL THIS SHEET TOP OF FOUNDATION, SLOPE TO DRAIN BACKFILL PER WALL DETAILS ADJUST TOP OF WALL TO MATCH - INTEGRAL CURB, SEE SHEET 24 OR MODULAR BLOCK WALL, SEE DETAIL SHEET 33 BASE PLATE COVER 2 PIECES POST BASE PLATE COVER, SIZED TO FIT 5" X 5" X %" THICK BASE PLATE (4) 3/6" 0, 4" LENGTH BOLTS WITH LEVELING WASHERS IN CONCRETE ANCHOR - -�EXISTING GROUND SURFACE FINAL OVERLAY SURFACE TACK WITH PAVING SURFACE 6.5" HMA CL. 1/2" PG 70 -22 — 8.5" CSBC WHERE PLANING BITUMINOUS PAVEMENT GREATER THAN 2" IS REQUIRED, INSTALL ADDITIONAL HMA AS NECESSARY, 1" MAX, TO MATCH EXISTING AND ENSURE MINIMUM PAVEMENT DEPTHS WILL REMAIN AFTER PLANING AND FINAL OVERLAY HMA ROADWAY PAVEMENT SECTION NTS 4' -0" AT WALL 2 9" AT WALL 3 & ADJACENT TO INTEGRAL CURB q OFIPOST SLEEVE TO ACCOMMODATE POST, ` FILL WITH NON- SHRINK GROUT AFTER RAILING INSTALLATION N EXTEND POST 18" MIN INTO CONCRETE FOUNDATION CONCRETE CLASS 3000 FOUNDATION MIN. 12" SQ BACK OF WALL OR INTEGRAL CURB SECTION ADJACENT TO CUT WALL (LA 3� OR INTEGRAL CURB PEDESTRIAN HANDRAIL DETAILS NTS io I 2" HMA CL. 1/2" PG 70 -22 OVERLAY MATCH EXISTING ROADWAY GRADE SAWCUT, TACK COAT AND SEAL JOINT WITH AR4000 VARIES MATCH EXISTING CONCRETE CURB AND GUTTER � � EXISTING ROADWAY PAVEMENT 2 - COMPACTED SUBGRADE MIN CURB AND GUTTER - ROADWAY TIE IN R20 AND R22 AT SUNSET INTERSECTION NTS PEDESTRIAN HANDRAIL NOTES: 1. ALL PEDESTRIAN HANDRAIL PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON -SITE DEUVERY. 2. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. 3. RAILING, POSTS AND VERTICAL RAILS SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND DELIVERY TO THE JOB SITE. 4. WHERE PEDESTRIAN HANDRAIL IS LOCATED ON OR ADJACENT TO SIDEWALK, RAILS SHALL MATCH PROFILE OF FINISHED GRADE OF SIDEWALK. WHERE PEDESTRIAN HANDRAIL IS LOCATED ADJACENT WALL OR INTEGRAL CURB, RAILS SHALL MATCH TOP OF WALL OR INTEGRAL CURB PROFILE, 5. PEDESTRIAN HANDRAILS SHALL BE INSTALLED AND ADJUSTED IF NECESSARY AFTER INSTALLATION TO ENSURE A CONTINUOUS LINE AND GRADE. 6. SURFACE MOUNT ANCHORAGE SHALL BE STAINLESS STEEL. CONTRACTOR SHALL SUBMIT VERIFICATION OF COMPLIANCE WITH ALL APPLICABLE INTERNATIONAL BUILDING CODE REQUIREMENTS FOR LAYOUT, GEOMETRY, AND SURFACE MOUNT ATTACHMENT REQUIREMENTS. ANCHORAGE ON BASE PLATES SHALL AVOID EXPANSION JOINTS IN CEMENT CONCRETE SIDEWALK. 7. SEE WALL PLANS FOR RAILING LAYOUT. i ELEVATION SID POSTS, INSTALL PLUMB RECT RAILINGS, INSTALL PARALLEL TO FINISH GRADE VERTICAL SID RAILS, INSTALL PLUMB RECT RAILING, INSTALL PARALLEL TO FINISH GRADE FINISHED GRADE OF SIDEWALK T- 343025 11-1s11 SURVEYED: KPG OSF'4�GIA cGSy DRAWN BY: JLF �� �� '} CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 25 r BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ otr` DESIGN BY: JLF 75386, pyeneeN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(046) " CHECK BV: NM Sea01e,WA98109 Tamma,WA98402 DOCUMENTS _ '? z03z0 Qa APPROV D FOR CONSTRUCTION DATE: NOV 2011 ,n rSTE .taF' PROJMGR: JF (206)286-1640 (253)627 -0720 DETAILS yO L 'kP9' ' BY: ., I DATE: `611j_'� SHEET NO. 25 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg , z �y a u, N O C) a o � � W o w N O z a WE 0 r7 s 2� II 11\: PLAN VIEW i BNSF BRIDGE CLEARANCE TABLE POINT NO STATION OFFSET DESCRIPTION EXISTING GROUND ELEVATION FINAL GRADE ELEVATION BOTTOM OF BRIDGE ELEV. VERTICAL CLEARANCE 1 32 +12.74 42.5' LT ROADWAY SURFACE 19.77' 19.82' 38.6' 18.78' 2 31 +90.34 42.5' LT ROADWAY SURFACE 19.73' 19.62' 38.6' 18.98' 3 32 +10.40 7,5' LT ROADWAY SURFACE 20.92' 20.39' 38.6' 18.21' 4 31 +88.16 7.5' LT ROADWAY SURFACE 20.90' 20.21' 38.6' 18.39' 5 32 +10.20 4.5' LT ROADWAY SURFACE 21.28' 20.42' 38.4' 17.98' 6 31 +87.97 4.5' LT ROADWAY SURFACE 21.33' 20.25' 38.4' 18.15' 7 32 +07.17 42.5' RT ROADWAY SURFACE 22.21' 20.87' 38.4' 17.53' 8 31 +84.70 42.5' RT ROADWAY SURFACE 22.21' 20.83' 38.4' 17.57' 9 32 +07.08 52.8' RT TOP OF SIDEWALK 22.11' 26.86' 38.3' 11.44' 10 32 +06.68 60.8 RT TOP OF SIDEWALK 25.78' 27.02' 38.3' 11.28' 11 31 +82.76 59.2' RT TOP OF SIDEWALK 26.02' 27.16' 38.3' 11.14' 12 31 +83.17 51.7' RT TOP OF SIDEWALK 21.91' 27.00' 38.3' 11.30' HMA OVERLAY WHERE IDENTIFIED ON PLANS EXISTING HMA SURFACE, DEPTH VARIES DEPTH AS DIRECTED BY ENGINEER 2' MAXIMUM. BURIED CONCRETE SLABS MAY BE PRESENT GRAVEL BORROW COMPACTED SUBGRADE NEW IMPROVEMENTS PER PLANS, TYPICAL SECTIONS, AND DETAILS. VERTICAL SAWCUT TACK WITH PAVING ASPHALT BOTTOM EXTENT OF ROADWAY EXCAVATION PER PLANS, TYPICAL SECTIONS AND DETAILS OR BOTTOM EXTENT OF TRENCH EXCAVATION CONSTRUCTION GEOTEXTILE FOR SEPARATION NOTE: FOR CLARITY, NOT ALL IMPROVEMENTS AND TRENCH SECTIONS ARE SHOWN UNSUITABLE FOUNDATION EXCAVATION NTS APPROX BOTTOM OF BRIDGE ELEVATION 38.6 FT CONCRETE SLOPE PROTECTION PANEL APPROXIMATE PILE CAP ELEVATION 17.8 FT BNSF BRIDGE STRUCTURE i 0 J �Q nZ W U Z W / CONCRETE BRIDGE COLUMN (TYP) ao J m U 0 O Z_ �Om PROPOSED PCC ROADWAY GRADE w EXISTING GROUND M PROFILE VIEW APPROX BOTTOM OF BRIDGE ELEVATION 38.4 FT APPROX BOTTOM OF BRIDGE ELEVATION 38.3 ELEVATED SIDEWALK CONCRETE SLOPE PROTECTION PANEL CAST IN PLACE WALL APPROXIMATE PILE CAP ELEVATION 17.3 FT BRIDGE CLEARANCE NOTES: 1. THE MINIMUM VERTICAL CLEARANCE BETWEEN THE FINISHED GRADE TRAVELED WAY AND THE BOTTOM OF THE BNSF BRIDGE STRUCTURE SHALL BE 17.5 FT. THE MINIMUM CLEARANCE BETWEEN THE FINISHED GRADE SIDEWALK AND THE BOTTOM OF THE BNSF BRIDGE STRUCTURE SHALL BE 8.0 FT. 2. THE CONTRACTOR SHALL NOT PERFORM ANY WORK THAT COMPROMISES THE BNSF BRIDGE STRUCTURE. ALL ELEMENTS OF THE STRUCTURE SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. 3. THE CONTRACTOR SHALL COMPLY WITH ALL BNSF REQUIREMENTS WHILE WORKING WITHIN THE BNSF RIGHT OF WAY. BRIDGE CLEARANCE DETAIL NTS GRATE OR LID LSIDEWALI WIDTH - SEE ALIGNMENT FRAME SEAL JOINT WITH PLANS & TYPICAL SECTIONS F► 1=0" PAVING ASPHALT 1" R (TYP) CEMENT CONIC. PAVEMENT 1 5.5" #3 REBAR #4 CONTINUOUS SEE UTILITY CASTING BOXOUT ; 2% MAX /2 R CONTTINUOUS DETAIL, SHEET 89 %z" R ADJUSTING BRICK HMA CLASS 1/2' PG 70 -22 OR CONIC RISER, o NO STEEL RISERS ° ALLOWED (TYP) --- DIG OUT LIMIT NOTES: EXISTING MANHOLE 4" CSBC #4 REBAR CONTINUOUS 24" REINFORCED CEMENT CONC. TRAFFIC CURB & GUTTER AND THICKENED CEMENT CONC. SIDEWALK APPROXIMATE STA 30 +56 TO STA 31 +51, LT NTS 1. HMA OR CONCRETE PERIMETER SHALL EXTEND AT LEAST 2" BELOW TOP ADJUSTMENT RINGS OR ROADWAY SECTION DEPTH, WHICHEVER IS GREATER. 2. WHERE FINISHED SURFACE IS HMA, UTILITIES WITH CONCRETE COLLAR AROUND STRUCTURE SHALL HAVE CONCRETE REMOVED AND REPLACED WITH HMA CL r PG 70 -22. UTILITY ADJUSTMENT DETAIL T=343026 FOR STORM DRAIN, SEWER & WATER STRUCTURES NTS 4gGIAC0 11 -04 -11 SURVEYED: KPG 64� RAINIER AVENUE S (SR 167) DRAWING NO. 26 os w, By DRAWN BY: JLF OF FENTON a �� CITY p .I S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o �%` DESIGN BY: JLF BID Public Works Department „ - 7539tlhAvenueN 2502 Jefferson Avenue CHECKSY: NM SeaWe,WA98109 Tacoala,WA98W2 DOCUMENTS FED AID NO. - CM0167(048) r0? p 20320 y`r APPROVED FOR CONSTRUCTION F r PROJ MGR: JF (2061288 -1840 (253)821 -0720 DETAILS DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DDET01.dwg v kpg mm BYJ I DATE: //N SHEET NO. 26 OF 304 a z m a m a Q vi 0 -C W o w N O s 6' -1 1/4" a' d r .4 L____ FULL DEPTH ELECTRICAL COgUIT EXPANSION JOINT (TYP) STUB -UP d a SEE'DETAIL THIS SHEET.. A a ° d . a ° 4 d ° FULL DEPTH EXPANSION JOINT (TYP) - CEMENT CONCRETE SIDEWALK if O w U U z U U . I O I <V 20' -0" Q 4. a I LJ I LJ 4 a d FUTURE SHELTER ° MOUNTING PLATE TO BE INSTALLED BY OTHERt (TYP) d a 4 ° d o a i 4 a.. A 4 Q d 4' o a a Q d C-4 4 d PLACEMENT REFERENCE POINT PLAN VIEW SEE PLACEMENT SCHEDULE, THIS SHEET 20' -0" ELECTRICAL CONDUIT I I 1 11 +89.19 60.50' RT STUB -UP, SEE DETAIL, I I 3 25 +74.69 60.40' RT 4 36 +16.88 I ° 38 +78.84 #5 ® 12" MAX EACH WAY I O THIS SHEET a I TOP AND BOTTOM. I z I SPACE REBAR TO MISS I I FUTURE ANCHOR RODS I • r : ` •1MU' � f a✓` 7 d � -7 f �. ° "I11 CI V .. � -a . +� $+• °.'� .v�'.St� � .� i.�. err °�� Jrn �•" �� rf j. �7777 77777, 0 4" CSBC U z SECTION A -A M RAPID RIDE BUS SHELTER FOUNDATION NTS FUTURE SHELTER LEG TO BE INSTALLED BY OTHERS 1" GRS COUPLING \RAPID RIDE BUS SHELTER FOUNDATION q , 3 "'.PVG.CO.- FOAM FILL 1" A THREADED GRS ELECTRICAL CONDUIT STUB -UP NTS TO ELECTRICAL HAND HOLE SEE ILLUMINATION AND INTERCONNECT PLANS FOR SPECIFIC LOCATION RAPID RIDE BUS SHELTER FOUNDATION NOTES 1. MATCH TO EXISTING SIDEWALK SLOPE TO ASSURE PROPER DRAINAGE OF SURFACE WATER; 27 MAX CROSS SLOPE 2. PROVIDE TEN (10) DAYS PRIOR NOTICE FOR ANY CONSTRUCTION IMPACTS TO BUS STOPS OR BUS SERVICE. CONTACT RICHARD GARCIA, KING COUNTY METRO'S CONSTRUCTION COORDINATOR AT (206) 684 -2732. 3. CONTACT METRO INSPECTOR PAUL MILLER AT (206) 684 -2224, 48 HOURS BEFORE FORMING AND POURING CONCRETE FOR THE BUS SHELTER FOUNDATION. 4. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV /TRANSPORTATION / KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. RAPID RIDE BUS SHELTER FOUNDATION PLACEMENT SCHEDULE # q STATION OFFSET 1 11 +89.19 60.50' RT 2 20 +07.05 60.50' LT 3 25 +74.69 60.40' RT 4 36 +16.88 54.50' RT 5 38 +78.84 54.50' LT \ \\ 5 -9" (X 5' -9 ") ELEVATION VIEW FUTURE SIGN TO BE INSTALLED BY OTHERS #4 ® 12" O.C. b D' SECTION C -C METRO SIGN FOUNDATION NTS FUTURE 6" HIGH STEM WALL TO BE INSTALLED BY OTHERS O I � STATION OFFSET � G 11 +61.29 .n 2 20 +29.55 � as 25 +58.91 04 4 7" 3 -9 1/2" 3' -0" 0 0 0 O ,a. 0 0 0 a ELECTRICAL CONDUIT STUB -UP a . SEE DETAIL, THIS SHEET 9 1/2" a a 4 OF CONDUIT e a METRO TECH PYLON FOUNDATION PLACEMENT SCHEDULE # � STATION OFFSET 1 11 +61.29 60.50' RT 2 20 +29.55 60.50' LT 3 25 +58.91 60.50' RT 4 36 +00.38 54.50' RT 5 39 +05.53 54.50' LT d G 2' -6" 5' -0" PLAN VIEW FUTURE 6" HIGH STEM WALL TO BE INSTALLED BY OTHERS FLUSH WITH ADJACENT FLAT SURFACE PLACEMENT REFERENCE POINT SEE PLACEMENT SCHEDULE, THIS SHEET ELECTRICAL CONDUIT STUB -UP SEE DETAIL, THIS SHEET all AWAY FULL DEPTH EXPANSION JOINT (TYP) #5 4" CSBC EAC1 2 BOT AND BOTTOM 1" 4 GRS ## GENERAL NOTE NUMBER. (PLUGGED UNTIL SEE GENERAL NOTES. SECTION B -B PYLON READY FOR INSTALLATION) METRO TECH PYLON FOUNDATION NTS METRO SIGN FOUNDATION PLACEMENT SCHEDULE # � STATION OFFSET 1 12 +09.19 52.88' RT 2 19 +81.17 52.88' LT 3 25 +93.11 52.78' RT 4 36 +37.38 46.88' RT 5 38 +58.34 46.88' LT METRO TECH PYLON GENERAL NOTES 1. ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 2. PLACE 6 INCH WIDE MAGNATEK WARNING TAPE, OR APPROVED EQUAL, 12 INCHES BELOW GRADE OVER ALL CONDUIT RUNS. 3. STUB UP THE CONDUIT AS INDICATED WITH A COUPLING INSTALLED ON THE STUBBED UP END WITH THE TOP OF THE COUPLING FLUSH WITH FINISHED SURFACE. A THREADED MALE PLUG SHALL BE INSTALLED IN THE TOP OF THE COUPLING AT THE TIME OF THE FOUNDATION /STEM WALL PLACEMENT. WRAP PLUG, COUPLING AND TOP 2 INCHES OF CONDUIT WITH DUCT TAPE PRIOR TO POURING CONCRETE. 4. EPDXY ALL JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPDXY THE PLUG. T- 343021 11 -14 -11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 27 9F', 'X, O� DRAWN BY: JMD Kp� �� '� CITY OF RENTON W,2032O BID ru S GRADY WAY TO S 2ND ST PROJECT NO. TED40343DESIGN BV: KPG 753901AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(CHECK BY: JLF Seatte,WA96109 Tworna,WA9M02 DOCUMENTS DETAILS (206) 266-1640 (25 3) 6 27 -07 2 0 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF G/� vw w.I�.CIXn BY: DATE:! �1L SHEET NO. 27 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg z �y C m �O J I �N �n o -c W a O O N 0 a 0 N M 3 a 0 J 3 0 u7 i w X / 3 0 O Z C7 N D / 0 d :o i Z 0 Z w U w O i BEGIN WALL BEARING = S 01' 18' 12" E WALL STA 0 +00.00 = _RAINIER AVE S STA 12+02.70, 61.00' LT_� .. lii 0 JT 1 PC RADIUS = 960.04' WALL STA 0 +53.78 = �. RAINIER AVE S STA 12 +56.47, X61.00' LT lit \\ I JT PCC RADIUS = 63.50 WALL STA 1 +06.32 = RAINIER AVE S STA 13 +05.68, 61.00' LT CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER WSDOT STD PLAN D- 10.10 -01 ,;�� �y�,WALL, 4�GNMENTPT; BFIGKOF WAi4 e 1 USA MINI MART PRESERVE AND PROTECT PT BEARING N 18' 51' 32" E EXISTING STRUCTURE , WALL STA 1 +22.49 = RAINIER AVE S STA 13 +20.68, CONSTRUCTION LIMITS 59.09' LT — — _ FURNISH AND INSTALL END WALL \ — _ PEDESTRIAN HANDRAIL WALL STA 1 +74.45 = - \ -DN WALL, SEE DETAIL, RAINIER AVE S STA 13 +68.64, 48.20' LT _ h i y f ........... ......... ..... " . d a .. a � d A a ° ° _ ° °. . .. ....... . ........ 4 ..... 1$" ............................ .... 4 . .... d 4. d .. a . .. ... .... .... . ° d° .. ° ° d d WALL 1 ALIGNMENT DE TAIL 4: ........... .. ....... I ......... . T FED AID NO.- CM8 ) ° NOV 2011 SHEET NO. ° AA k ! RAINIER AVE S °. a as . ............................... NTS 20 r ....................... ............................... ....:........... ... .......................... ...... ........................... ....... ...._ . ............................... STA '0 +00.00, fL'22:9$' .. w.w ... ...... ...�.Y ....... Q Z ... ........�. Y................ ............................ D Z _ i i... PLAN -WALL 1 Lv w... ... .. . _ .w w ...... .....i .. PC,.$TA..0 ±53.78 BOTTOM OF F06T1NG (TYP) w .w .... .... .... .. ....... .... BOTTOM OF WALL(TYP) SCALE: 1" = 10' .... ........... PCC; ' STA"1' +06.32.. ......... ....... . . .... .. ........ .. STA. STA :..................... _ ...... .. RETAINING WALL TYPE'1'PER ... ' .... .5,.E......... .. ... ... .........:..................... ... WALL ALIGNMENT = STA "1+22:49.... ......... ............................ ............................ SEE WALL TABLE, SHED T;33 ..... TOP BACK OF SIDEWALK = 0 5 10 20 30 COORDINATE WITH PSE ..... ....... .... .... .... .... 10 .................................... TOP BACK OF WALL ..................................:............... ................:...........TO' RELOCATE - GAS' SERVICE ... ... .................. SCALE IN FEET :....... :....... .............. .......................:....... .. .. ................. ................ .......:....... .......... ............ ........ .. .............................:. ..............................: ............................ . ....... .. .......... .................. ...:............................ ....:............................... BELOW'WALL'F ..... ..... ............................... ........................ .......:........................................................ :....................... .......:............................... 40 ................................................................................................................................................................................................................................................................................................................................................................................................................................................. :..............................:..............................:...............................:...............................:..............................:..............................;.............................................................. .... ...... ... ... .. .. .. .. .. 108" SEWER .. " PRESERVE AND PROTECT 10$ DIAMETER ... .... ............................... ............................... ; ....................... ....... 40 . : :............................ :...............................:...............................:...............................:.............................. BEGIN WALL, ............................. . ....... :. ..............................: TOP' OF 'WALL' PROFILE ................................... t..............................:...............................:...............................: .............................. t................................ : .............................. :..............................:........................... ............................... ....:. 0 ........ . .............................................................................................................................................................................................................................................................:.................. ..............................: WALL STA. 0 ±00.00 . ............................... '.....MATCH 'BACK ' OF WALK PER .............................. ; ....................................................... .............................. ...... ............................... ; . . ENb WALL................... 1 +00 , EL.29.64'. ... . _ . .. ..... ................:..... TYPICAL' SECTIONS' AND...?...............................:. .............................:. ... TOP .OF.. WALL' PROFILE ......................... :. ALIGNMENT PROFILE, SHEET 94 MATCH BACK OF :WALK PER STA 1 +74.45 Il 28.97' .............. FROM STA 0 +00.00 TO STA 1 +06.32 EXISTING GROUND ALONG LAYOUT' POINTS, SHEET '1'96 30 ...... ......... .... ................................................. ........ .......... ...... .. I ......... I ....... ........... ..... ... . WALL.ALIGNMENT. .. .... .................................. ............................... STA TO:STA'1 ..... +'7445 ........................................................................ ............................... / 30 L .... ........................ ° .........:. .... ....:. ........ .... . ........... . ° ....... a ... .......... ......... .... ........... ......... ..... " . d a .. a � d A a ° ° _ ° °. . .. ....... . ........ 4 ..... 1$" ............................ .... 4 . .... d 4. d .. a . .. ... .... .... . ° d° .. ° ° d d WALL 1 ALIGNMENT DE TAIL 4: ........... .. ....... I ......... PROFILE- WALL 1 HOR: 1"=10' VER: 1 =5 / \ AUULNUUM NU L: ULIAIL Kr M4VN JLr JIL1101111 GIq 11 -14 -11 SURVEYED: KPG Ol; a CO�y DRAWN BY: JLF Kp� Al ''r CITY OF RENTON 110 0 DESIGN BY: JLF BID Public Works Department 153981 Arenas N 2502 Jefferson Avenue y 20320 CHECK BY: NM SeaMe,WA98109 Tawala,WA98402 DOCUMENTS '9 w4a (206) 286 -1640 (253)627 -0720 APPROVED FOR CONSTRUCTION ,n IM �a PROJ MGR: JF _ NUMBER REVISION DESCRIPTION BY APP. DATE Q�ONAL tip' FILE: 0655DWALL01.dwg wwwkpgcom B : DATE:/ RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 1 MAXIMUM GRAVEL BACKFILL FOR WALLS LIMITS. PROVIDE SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES TO REMAIN T- 343028 '"I :.f PROJECT NO . T FED AID NO.- CM8 ) ° NOV 2011 SHEET NO. ° AA °. a as . ............................... NTS 20 ....................... ............................... ....:........... ... .......................... ...... ........................... ....... ...._ . ............................... STA '0 +00.00, fL'22:9$' .. w.w ... ...... ...�.Y ....... Q Z ... ........�. Y................ ............................ D Z •.......................... ... ..:.. .. �.y .... Q Z .... .. ... .... . .......... i... .............. .... .... ., ......STA.O ±OS "00,.EL. 1,9.98' Lv w... ... .. . _ .w w ...... .....i .. PC,.$TA..0 ±53.78 BOTTOM OF F06T1NG (TYP) w .w .... .... .... .. ....... .... BOTTOM OF WALL(TYP) CONSTRUCT 'REINFORCED' CONCRETE .......... ....... .... ........... PCC; ' STA"1' +06.32.. ......... ....... . . .... .. ........ .. STA. STA :..................... _ ...... .. RETAINING WALL TYPE'1'PER ... ' .... .5,.E......... .. ... ... .........:..................... ... .....:. WSDOT STD PLAN D- 10. 10�01 ............................ ............................... ... ............................PT, STA "1+22:49.... ......... ............................ ............................ SEE WALL TABLE, SHED T;33 ..... .... ..................................... ... .... .... 10 COORDINATE WITH PSE ..... ....... .... .... .... .... 10 .................................... ..:............................ ..................................:............... ................:...........TO' RELOCATE - GAS' SERVICE ... ... .................. :............................... :.............................. ............................ ..... :....... :....... .............. .......................:....... .. .. ................. ................ .......:....... .......... ............ ........ .. .............................:. ..............................: ............................ . ....... .. .......... .................. ...:............................ ....:............................... BELOW'WALL'F ..... ..... ............................... ........................ .......:........................................................ :....................... .......:............................... .. .;. ., ......................... ............................ ....... . ............................. . ..............................: :.................. .............:...............................: ..............................: .... ...... ... ... .. .. .. .. .. 108" SEWER .. " PRESERVE AND PROTECT 10$ DIAMETER ... .... ............................... ...................... ............................... ........................ KING COUNTY SANITARY SEWER, 0 ........ . .............................................................................................................................................................................................................................................................:.................. SEE SPECIFICATIONS .... ............................... 0 _ ....................................................................................................:........................... ............................... . 0 +00 0 +50 1 +00 1 +50 2 +00 PROFILE- WALL 1 HOR: 1"=10' VER: 1 =5 / \ AUULNUUM NU L: ULIAIL Kr M4VN JLr JIL1101111 GIq 11 -14 -11 SURVEYED: KPG Ol; a CO�y DRAWN BY: JLF Kp� Al ''r CITY OF RENTON 110 0 DESIGN BY: JLF BID Public Works Department 153981 Arenas N 2502 Jefferson Avenue y 20320 CHECK BY: NM SeaMe,WA98109 Tawala,WA98402 DOCUMENTS '9 w4a (206) 286 -1640 (253)627 -0720 APPROVED FOR CONSTRUCTION ,n IM �a PROJ MGR: JF _ NUMBER REVISION DESCRIPTION BY APP. DATE Q�ONAL tip' FILE: 0655DWALL01.dwg wwwkpgcom B : DATE:/ RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 1 MAXIMUM GRAVEL BACKFILL FOR WALLS LIMITS. PROVIDE SHORING AS NECESSARY TO PROTECT EXISTING UTILITIES TO REMAIN T- 343028 '"I :.f PROJECT NO . T FED AID NO.- CM8 ) DATE: NOV 2011 SHEET NO. 28 OF 3134 a z m `] m /V v, a n � a -C w O N O N 0 3 O Q 3 0 m 0 i rn 3 P z c� w 0 s PLAN - WALL 2 SCALE: 1" = 10' 0 5 10 20 30 SCALE IN FEET 20 ::... ........ .. PROFILE- WALL 2 HOR: 1"=10' VER: 1"=5' n -fait SURVEYED: KPG S4'4�O -A DRAWN BY: JLF Kp� �g 'r CITY OF RENTON RAINIER AVENUE S (SR ST DRAWING NO. 29 92 BID � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $ DESIGN BY: JLF 753991AYenueN 2502 Jefferson Avenue Public Works Department FEDAIDNO. - CM0167(048) y CHECK BY: NM Sea91e,WA99109 Tacoma,WA96402 DOCUMENTS ',per 2030 �q4� (206)286.1640 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF (253)627 -0720 � WALL 2 IONpt 1- xww.kpg.cam BYYZ* 1 DATE/ - .y�,�� SHEET NO. 29 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWALL01.dwg z `m a a m u, O n � n I6.A O I'• ' a K O , ` w N O 2 0 H c 0 r7 3 U V i z 0 z w O O a= i M. I j CONSTRUCTION LIMITS BNSF ROW I I r------ - - -� -� r � X 190 v 1 ILL PRESERVE AND PROTECT UTILITY CABINET CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER WSDOT STD PLAN D- 10.10 -01 AND PROVIDE TEMPORARY SHORING FOR WALL 3 BEARING STA ` 0' +05:64 E WIF CE GO MENT y -- ucI> -- u2 - - - -- WALT -STA 10 +8593 ABUT TO INTEGRAL CU,RQr`` J�P BEARING N 1Z' 36` 48 °Yb= WAi1 °SrA"ba64 AINIER AVE S STA 32 +40.54 BUT TO INTEGRAL CURB RAINIER AVE S PLAN- WALL 3 SCALE: 1" = 10' 0 5 10 20 30 SCALE IN FEET FURNISH AND INSTALL PEDESTRIAN HANDRAIL, SEE DETAIL, SHEET 25, AND WALL TABLE, SHEET 33 PRESERVE AND PROTECT EXISTING STRUCTURE F_ - - v - - - *� n UGP — 40 .............. _ .............. :.............. . ............... :............... _ .............. ..............................._..............................; JLF 1 ..............................i 40 w4,,kGIACO 11 -1417 SOS wn y2 y $ zWe q4a �= �rONAL .......................... .......... ...:..............................................................:..............................; STA 17.6 ... ......... ..... 4 ........ ........ ...... ...:....... ..............................; ......BEGIN' WALL ................... .. EL . 26.48.............................. ............................... _ .................. ... APPROXIMATE. ......................: TOP . BACK............... STA' 0 +05'.64 .................. ........:................. ..............:................ ...REINFORCED CONCRETE............ OF .SIDEWALK .PROFILE................ . EL 26.48 ...................... ......RETAINING .WALL. TYPE .1.... ..............' STA 0+ 25 :64 ...............:........... REVISION DESCRIPTION ..... ... PER. .WSDOT STD .......... ...... ..........:.................... DATE ............................... .......PLAN D -10 10- 01:.................. ..... 30 .:' ................. ...... . ....... ...... .............. TOP OF . .. WALL ........SEE WALL T�BLEr ..... ......... pp.... ... ... . :. .E..L . . ..:..9..9.'. ....'. ...... SHEET 33 .. ............................. STA ........ 2...3....9...30 9 8893 E ..... ._ .. ......... ..... ! ......... ........... EXISTING. GROUND ....:................. ............ ._................................ :.......................... .. .2..3 ...... ...... ...:... ......AT. BACK. .OF, WALL ... ... ............. ............ :.. .. . ..... ........ .... ........ ............................... ............... ............ : .............................. : 4a: ao d' ... 20 ........ ......................: c .. ..d...........:... .....,.. .....:. ,........a.. ..d a.. . 20 ...................................... ....... ............................... ........................:...... a...........'.......... °.... a .... d4............................... ..................::........... ...................... ....a. d.a...e.:..... a ....:......:.�. .... ....°.....,....................................................................... .......................;....... ................ ...... ........................:...... ........................ ............................. :..................... . .............................. .............................. ............. STA. ............................... 0+ 88 ;93,.EL.18.57 ................. . STA 0 +05.64, .EL .17.57' .. .. ..... AP, ..... 0 ±25.64....... , B OTTOM OF FOOTING ............................................................ .............................. 80TTOM.OF.. WALL ............... :.............................. ..................... STA. _ 049,64, EL. 17,57' 10........... ............................:.. . ..... ............................. .............................................................................. ............................... 10 0 +00 50 +00 ............................... 100 +00 PROFILE- WALL 3 HOR: 1"=10' VER: 1 =5' WALL L� nuiourn noenr 18" WALL 3 ALIGNMENT DETAIL NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 3 JAXIMUM GRAVEL 3ACKFILL FOR NALLS LIMITS. 3ROVIDE SHORING NS NECESSARY TO ' RRTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN T- 343030 AUULNUUM NU 2: ULIAIL RLVISION DRAWING NO. JLF 1 112/15/11 - CM0167(048) w4,,kGIACO 11 -1417 SOS wn y2 y $ zWe q4a �= �rONAL SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NM PROJ MGR: JF FILE: O655DWALL01.dwg KP Q 753961A..0N 2502 Jefferson Avenue BID SE 0'. WA 98109 Tacoma, WA 98402 DOCUMENTS (206)286.1640 (253) 627 -0720 M kpJ COfn 'a CITY OF RENTON rLL Public Works Department APPROVED FOR CONSTRUCTION BY /� DATE: /'� /e NUMBER REVISION DESCRIPTION BY APP. DATE WALL L� nuiourn noenr 18" WALL 3 ALIGNMENT DETAIL NTS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WALL 3 JAXIMUM GRAVEL 3ACKFILL FOR NALLS LIMITS. 3ROVIDE SHORING NS NECESSARY TO ' RRTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN T- 343030 a a z m a m /V ti O J d i o0 N o K D o w N O z N 'j 30 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 30 OF 304 a a z m a m /V ti O J d i o0 N o K D o w N O z N 'j LO Iii N 0 N r7 3 d c 0 u7 u7 0 Z O Z w i v w O rr BEGIN WALL SECTION A j BEARING = N 17' 36' 48" W WALL STA 0 +46.12 = RAINIER AVE S STA 30 +79.43, 45.53' RT FURNISH AND INSTALL CONSTRUCT REINFORCED L -- - 11 Ju—to VV t �r j RAINI-R AVE'S STA 31 +74.94, 45.50' DT,G _ WALL STA 1 ±42.12 = BEGIN WALL SECTION A RAINIER AVE S = - WALL STA 1 +78.12 = RAINIER AVE S STA 32 +10.94, 45.5 RT END WALL - - -- 2 +8612 = I B GIN WAL ECTION C WALL STA WALL 4 LL STA 05.75 - RAINIER AVE S STA 33 +18.94, 45.50' RT PEDESTRIAN HANDRAIL CONCRETE WALL TYPE 2 PER I RAINIER A S STA 32 +8-57 45.50' RT SEE DETAILS SHEETS 29 ____ QETAILS, SHEETS. 34 -35 I " BEGIN WALL SECTIONaO _ _ _ -- -_ ,,_ —u -- - CONNECT- WALL R N TO- UNDERDRAIN - -. - -- -- - o��r- -WALL STA== 2 +4D.34- - - �j A- Sy-STEM, - - _ ' _ - — RAINIER AVE S STA 32+ 5 50 RT . � - - _ - _ ' TEM SEE STORM DRAIN PLANS I - ���w- I _� T g _ _ �� �I ,„ ;� c y -. -- =fir._ � 7 4 317 � � —_ - 1 ��� - a� - — , df _ GIq 11-14 -11 SUHVEYED: KPG ' CITY OF RENTON RAINIER AVENUE S (SR 167 DRAWING NO. 31 64'eX WA COB DRAWN BY: JLF �� '� \ ' 92 �� BID � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 - off' DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FEDAIONO- - CM0167(048) n CHECKBY: NM SeaWe,WA98109 Tamma,WA98402 DOCUMENTS '0p 203x0 4`r APPROVED FOR CONSTRUCTION DATE: NOV 2011 ,n lsrsa 1.$k' PROJ MGR: JF (2061286 -1640 (253)827 -0720 WALL 4 WWW'kpg'OJm BY: ! DATE: /�,✓�!J SHEET NO. 31 OF 304 �4x0NAL NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWALL01.dwg / z �y h NO �N wn � a v � K W O fn O 2 .j WE 0 M 3 O J J Q �i u7 U1 O N N X y C 3 0 0 z c� w i 0 Y - �)cP BEA NG N ��48 ' WAL STA 2+ RAIN ER AVE S'T - — I - -- -- WAL1'4 " -- SEE SHEET 31 __I_- 36' 48" W = A 32 +73.17, 53.83' RT UGP- - -- a -- D I - �)cP BEA NG N ��48 ' WAL STA 2+ RAIN ER AVE S'T - — I - -- -- WAL1'4 " -- SEE SHEET 31 __I_- 36' 48" W = A 32 +73.17, 53.83' RT UGP- a w j auk / =4T_ J Id n \ 1 +00 I il C2 C4� L3 - _ L2 - - -� ", 7 C a ��� BNSF �_ _ L1 _ _ - li ROW — - - ?' BACK OF SIDEWALK AND WALL 5 C3 D WALL 5 C1 ALIGNMENT SEE SHEET 35 FOR ALIGNME NT A F URNISH AND INSTALL PEDESTRIAN HANDRAIL, II SEE DETAI LS S HEETS 25 & 35 ����������������� CONSTRUC �O N LIMITS BNSF SOW PLAN- WALL 5 X X LEGEND FOR WALL SECTIONS, SEE SHTS 34 -35 PROFILE- WALL 5 & BACK OF SIDEWALK HOR: 1 " =10' VER: 1 " =5' SEE SHEET 35 FOR ALIGNMENT DATA PC RADIUS = 16.67' WALL STA 3+27.42 - _ I _RAINIER AVE S STA 33 ±5511 {; FR Rl' RT-_ E l END WALL 5 1 WALL STA 3 +42.96 = I ^, - RAINIER AVE S STA 33 +68.43, 63.70 RT N I 11-14-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 32 'O�wg1;G1q y °gy2 DRAWN BY: JLF KpG Al - CITY OF RENTON � BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $ DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: NM Seaffle,WA98109 Tacoma,WA98402 DOCUMENTS '? 20320 y� APPROVED FOR CONSTRUCTION DATE: NOV 2011 r TEa $Q PROJ MGR: JF (206) 286.1640 (253) 627 -0720 //' WALL 5 ��OxA1, tip' www..kpg.com BY/A *... DATE: �4 91 SHEET NO. 32 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWALL01.dwg � , a `z n a to POti P O J v I N n a D � W O N O z ti , - -- a -- D a w j auk / =4T_ J Id n \ 1 +00 I il C2 C4� L3 - _ L2 - - -� ", 7 C a ��� BNSF �_ _ L1 _ _ - li ROW — - - ?' BACK OF SIDEWALK AND WALL 5 C3 D WALL 5 C1 ALIGNMENT SEE SHEET 35 FOR ALIGNME NT A F URNISH AND INSTALL PEDESTRIAN HANDRAIL, II SEE DETAI LS S HEETS 25 & 35 ����������������� CONSTRUC �O N LIMITS BNSF SOW PLAN- WALL 5 X X LEGEND FOR WALL SECTIONS, SEE SHTS 34 -35 PROFILE- WALL 5 & BACK OF SIDEWALK HOR: 1 " =10' VER: 1 " =5' SEE SHEET 35 FOR ALIGNMENT DATA PC RADIUS = 16.67' WALL STA 3+27.42 - _ I _RAINIER AVE S STA 33 ±5511 {; FR Rl' RT-_ E l END WALL 5 1 WALL STA 3 +42.96 = I ^, - RAINIER AVE S STA 33 +68.43, 63.70 RT N I 11-14-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 32 'O�wg1;G1q y °gy2 DRAWN BY: JLF KpG Al - CITY OF RENTON � BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $ DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: NM Seaffle,WA98109 Tacoma,WA98402 DOCUMENTS '? 20320 y� APPROVED FOR CONSTRUCTION DATE: NOV 2011 r TEa $Q PROJ MGR: JF (206) 286.1640 (253) 627 -0720 //' WALL 5 ��OxA1, tip' www..kpg.com BY/A *... DATE: �4 91 SHEET NO. 32 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWALL01.dwg � , a `z n a to POti P O J v I N n a D � W O N O z ti , a N 0 3 0 J J 3 0 0 i y x i m '3 0 i z i 0 .o 0 z 0 z w i U C) 0 I— 5.. • ". Sy�Y �t /N/ER AVE S CONSTRUCTION LIMITS BEGIN WALL `STA 28 +17.3, 64.1' RT PLAN - WALL 6 SCALE: 1" = 10' 40 APPROX AREA (SF) WALL TYPE 40 HANDRAILING (LF) .............- ......... .............................. : TOP OF WALL INCLUDING: WALL PLAN & PROFILE SHEET NO. WALL 1 1372 CAP BLOCK ...... , 175 APPROXIMATE TOP .... . ............. ..... .. .— .............. �- WALL 2 - ............. EXISTING' GROUND .... .............................. END WALL" 270 BEGIN WALL . ....:......................... ............... AT FACE' OF WALL .............. ... ...... ... . WALL 3 STA 28+17:3 ... :.. ......... ........ .....:_ ........................ - 82 STA 28 + &2 7 63 7 RT Q� WA4L.... WALL 4 30 ............................. ..... ............................... ........STA 28426 ...... .. 30 .................................................:...................................... ................................ ..................... ... ..... ......... .................... ..... .................. i........................... ..... ......... EL ...................................... ... ....... ..... ......... : 234 SHEET PILE RETAINING WALL CUT 100 N.A. STA28+.1.7.3 ..... ................................................. :.... .........7'7 . ......... .... .... ....................: ..............................: WALL 6 49 EL26. 3' ........ ..................:. .............. .............. .... .........................: - NO ................:................... .STA 28 +42.6 ...........................: 4491 - ............................ ... ................................ ).: ............................... EL' 26.3 - 20......... APPROXIMATE BOTTOM OF WALL ..................:. .......................... 20 MODULAR BLOCK FILL WALL,.....:.................... _ ......... :................. ............. SEE DETAILS, AND WALL ...............:...... : lifop ................................... ......................... .....: 10 _ .............................. ............................... ................. ............................... _ ................................................................................................................................ ......................: ............................... ..............................: ............................... :10 . •••••.• i KFC PLAN - WALL 6 SCALE: 1" = 10' 40 APPROX AREA (SF) WALL TYPE 40 HANDRAILING (LF) .............- ......... .............................. : TOP OF WALL INCLUDING: WALL PLAN & PROFILE SHEET NO. WALL 1 1372 CAP BLOCK ...... , 175 APPROXIMATE TOP .... . ............. ..... .. .— .............. 28 WALL 2 BACK' OF 'SIDEWALK .......... ............................ ............. EXISTING' GROUND .... .............................. ; 270 BEGIN WALL . ....:......................... ............... AT FACE' OF WALL .............. ... ...... ... . WALL 3 STA 28+17:3 ... :.. ......... ........ .....:_ ........................ CUT 82 N.A. EL28.0' ......... .................... ..... ............................END WA4L.... WALL 4 30 ............................. ..... ............................... ........STA 28426 ...... .. 30 .................................................:...................................... ................................ ..................... ... ..... ......... .................... ..... .................. i........................... ..... ......... EL ...................................... ... ....... ..... ......... : 234 SHEET PILE RETAINING WALL CUT 100 N.A. STA28+.1.7.3 ..... ................................................. :.... .........7'7 . ......... .... .... ....................: ..............................: WALL 6 49 EL26. 3' ........ ..................:. .............. .............. .... .........................: - NO ................:................... .STA 28 +42.6 ...........................: 4491 - ............................ ... ................................ ).: ............................... EL' 26.3 - 20......... APPROXIMATE BOTTOM OF WALL ..................:. .......................... 20 MODULAR BLOCK FILL WALL,.....:.................... _ ......... :................. ............. SEE DETAILS, AND WALL ...............:...... : ............... TABLE THIS SHEET ..................... ..................................... ................................... ......................... .....: 10 _ .............................. ............................... ................. ............................... _ ................................................................................................................................ ......................: ............................... ..............................: ............................... :10 . PROFILE- WALL 6 HOR: 1"=10' VER: 1 =5 MAXIMUM EXCAVATION LIMITS: • SLOPE FROM BACK OF LOWEST GRID FOR STRUCTURAL EARTH WALLS. • SLOPE FROM 1 FT BEHIND MODULAR BLOCK WALL FACING FOR MODULAR BLOCK WALL TYPES. CONTRACTOR TO PROVIDE SHORING AS REQUIRED TO MAINTAIN EXCAVATION LIMITS 7 \ \ j 5 \ I \ I ` I ` I \`\ (TYP) 2 \ H I \ I \ I \ I \ I \ \ I EDGE OF ` REINFORCEMENT ZONE \ \ I `\ I \I \I OF POST FURNISH AND INSTALL PEDESTRIAN HANDRAIL ADJACENT TO CUT WALL �{ PER DETAIL, SHEET 25 CONSTRUCT CAP BLOCK AND GROUT IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. CAP UNIT TO MATCH EXISTING GRADE WITHIN 4 "f TOP OF WALL EL SECTIONS BOTTOM OF WAL - 0 GRID LENGTH VARIES, 0.8 X H MAXIMUM _ CONTRACTOR TO PROVIDE STAMPED 6 STRUCTURAL DESIGN FOR APPROVAL, PER WSDOT STANDARD SPECIFICATION SECTION 6 -13. STRUCTURAL EARTH WALL (CUT) WALL 2 NTS STRUCTURAL EARTH WALL & MODULAR BLOCK WALL NOTES WALL 2 10 MODULAR BLOCK WALL FACING SHALL BE STANDARD STRAIGHT FACE UNITS, UNIT CORE APPROVED WALL DESIGN. O2 GEOGRID, INTERLOCKING CLIPS, AND WALL UNITS SHALL BE INSTALLED PER APPROVED WALL DESIGN PROVIDED BY CONTRACTOR. CONTRACTOR TO SUBMIT STRUCTURAL WALL DRAWINGS STAMPED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO WALL CONSTRUCTION. O3 CUT WALL DRAIN: 12" WIDE GRAVEL BACKFILL FOR DRAINS PER WSDOT SECTION 9- 03.12(4) FROM BOTTOM OF WALL TO WITHIN 12" OF FINISH GRADE AND 6" PERFORATED UNDERDRAIN. ® FILL WALL DRAIN: 12" WIDE GRAVEL BACKFILL FOR DRAINS PER WSDOT SECTION 9- 03.12(4) FROM BOTTOM OF WALL TO CSBC O5 GRAVEL BORROW FOR GEOSYNTHETIC REINFORCED WALLS PER WSDOT SECTION 9- 03.14(4). PLACE WALL BACKFILL PER APPROVED WALL DESIGN PROVIDED BY CONTRACTOR. © 6" CSBC FOUNDATION PAD, COMPACTED TO 957 MAX DENSITY. O7 PROPERTY RESTORATION AS SHOWN ON THE PLANS. SLOPE 3:1 MAX. TOE OF WALL, APPROXIMATE ELEVATION POINT SHOWN ON WALL PROFILE. WALL TABLE TOP BACK OF SIDEWALK GRADE SLOPE, VARIES CONSTRUCT CAP BLOCK AND GROUT IN PLACE PER MANUFACTURER'S RECOMMENDATIONS. CAP UNIT TO MATCH FINAL GRADE WITHIN 4 "t TOP OF WALL EL AS SHOWN ON PROFILES MODULAR BLOCK WALL FILL WALL 6 NTS T- 343033 WALL NO. APPROX AREA (SF) WALL TYPE CUT FILL / HANDRAILING (LF) CEMENT CONIC. THICK. SW EDGE YES /NO /N.A. WALL DRAIN PIPE YES /NO WALL PLAN & PROFILE SHEET NO. WALL 1 1372 REINFORCED CONCRETE RETAINING WALL TYPE 1 FILL 175 N.A. NO 28 WALL 2 1315 STRUCTURAL EARTH WALL CUT 270 NO YES 29 WALL 3 540 REINFORCED CONCRETE RETAINING WALL TYPE 1 CUT 82 N.A. NO 30 WALL 4 981 REINFORCED CONCRETE RETAINING WALL TYPE 2 CUT 242 N.A. YES 31 WALL 5 234 SHEET PILE RETAINING WALL CUT 100 N.A. NO 32 WALL 6 49 MODULAR BLOCK WALL FILL - NO NO 33 TOTALS 4491 - - 869 - - - tvtart SURVEYED: KPG q SOS4'4� wtnCOB.y2 DRAWN BY: JLF �� � >} CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. 3S R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ off, DESIGN BY: JLF 75391h AvenueN 2502 Jefferson Avenue BID Public Works Department FEDAIDNO. - CM0167(048I N 20 CHECK BY: NM SeaWe,WA98109 Tacorra,WA98W2 DOCUMENTS we (2061286 -1640 (253)627 -0720 � C�'a APPROVED FOR CONSTRUCTION WALL 6 &MODULAR BLOCK WALL DETAILS DATE: NOV 2011 �I0 �$ PROJ MGR: JF FILE: 0655DWALL01.dwg www,kpg.00m `rA BY /9& DATE: �1 SHEET NO. 33 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n a m /V �Oa J G I w C) a v K 9 o w N O z H A 0 N M 3 0 3 0 cn i w i o+ �3 0 i N w 0 i 0 .o z C) F— z w U w C) O i 2" BARK MULCH, SEE LANDSCAPE PLANS 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS - WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 a a VARIES, SEE WALL 4 PROFILE, SHEET 31 ROADWAY MATERIAL VARIES, SEE TYPICAL SECTIONS PLANTER VARIES 8' FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 INSTALL 6" \ — 4" CSBC PERFORATED WALL DRAIN PIPE 7'4" DECORATIVE STAMPED CONCRETE PAVEMENT CONCRETE WALL TYPICAL SECTION A -A WALL 4, STA 30 +79.43 TO 31 +74.94 & 32 +10.94 TO 32 +38.57 NTS CONSTRUCT ADDITIONAL WALL FOOTING WIDTH TO MATCH ADJACENT SECTION B —B WALL FOOTING, THIS SHEET AND CEMENT CONCRETE ROADWAY PANELS, SHEET 92 SEE STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL 'I. 0 ALTERNATE SECTION 1 WALL 4, STA 31 +74.94 TO STA 31 +82.82 & STA 32 +07.83 TO STA 32 +10.94 NTS GRAVEL BORROW FOR WALL BACKFILL EXISTING BNSF BRIDGE COLUMN SEE BRIDGE CLEARANCE DETAIL, SHEET 26 EXISTING BNSF BRIDGE COLUMN CAP FURNISH AND INSTALL 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE PEDESTRIAN HANDRAIL BACK OF WALK 4" CSBC REFERENCE POINT, SEE SHEET 31 PER DETAIL, SHEET 25 ALIGNMENT AND PROFILE VARIES REFERENCE POINT, SEE SHEET 32 CONSTRUCT REINFORCED CONCRETE RETAINING 4" CEMENT / WALL PER STRUCTURAL DETAILS, SHT 36 CONCRETE SIDEWALK �-- CONIC CLASS 4000 FOR RETAINING WALL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS EXISTING GROUND BACK OF WALK ALIGNMENT AND PROFILE n REFERENCE POINT, VARIES, SEE WALL 4 SEE SHEET 32 J PROFILE, SHEET 31 STAPLE CURB, CL SEE DETAIL, SHEET 24 4'4" 2' CSBC 3 HIGH DENSITY POLYSTYRENE CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC. CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE 12" RESEVOIR COURSE PER SPECIAL PROVISIONS 10" CEMENT CONCRETE ROADWAY PANELS PER ALIGNMENT DETAILS, SHEET 92 J 4" CSBC CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON —WOVEN DECORATIVE STAMPED WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 v EXISTING GROUND VARIES, SEE WALL 4 PROFILE, SHEET 31 d- 2 it EXISTING BNSF BRIDGE SLOPE PROTECTION PANEL 'Z' / / /\ /\ %4\ j \ % //� EXISTING BNSF BRIDGE \ PILE CAP, APPROX. EL. 17.3' — CONSTRUCT 6" PERFORATED PAVEMENT WALL DRAIN PIPE COMPACTED SUBGRADE CONCRETE WALL TYPICAL SECTION B -B WALL 4, STA 31 +82.82 TO 32 +07.83 NTS 7'4" FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 4" CEMENT CONCRETE SIDEWALK 4" CSBC ROADWAY MATRIAL VARIES, SEE TYPICAL SECTIONS 4" CSBC CONSTRUCT 6" PERFORATED DECORATIVE STAMPED CONCRETE PA MENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C -C WALL 4, STA 32 +38.57 TO 32 +73.17 NTS CONSTRUCT INTEGRAL CURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 t GRAVEL BORROW FOR WALL BACKFILL COMPACTED SUBGRADE GRAVEL BORROW FOR WALL BACKFILL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS �— CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE T- 343034 GIq rr -tar SURVEYED: KPG < RAINIER AVENUES SR 167 DRAWING NO. 34 y06F'4� wn Co�9d DRAWN BV: JLF IMIP� BID ,� CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECTNO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department y CHECK BY: NM Seal6e, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. -C NOV 011 �7F 2I S �Qa (206) 286.1640 APPROVED FOR CONSTRUCTION DATE: OV 2011 �$ PROJMGR: JF (253)627 -oi29 REINFORCED CONCRETE WALL DETAILS NUMBER REVISION DESCRIPTION BY APP. DATE '�amnl. tip' FILE: 0655DWALL01.dwg wwwkpgeam BY:�! DATEV "lZ.. SHEET NO. 34 OF 304 'S z �y n a O J ' p n F-k { 'p o W N 2' PLANTER VARIES 8' FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 INSTALL 6" \ — 4" CSBC PERFORATED WALL DRAIN PIPE 7'4" DECORATIVE STAMPED CONCRETE PAVEMENT CONCRETE WALL TYPICAL SECTION A -A WALL 4, STA 30 +79.43 TO 31 +74.94 & 32 +10.94 TO 32 +38.57 NTS CONSTRUCT ADDITIONAL WALL FOOTING WIDTH TO MATCH ADJACENT SECTION B —B WALL FOOTING, THIS SHEET AND CEMENT CONCRETE ROADWAY PANELS, SHEET 92 SEE STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL 'I. 0 ALTERNATE SECTION 1 WALL 4, STA 31 +74.94 TO STA 31 +82.82 & STA 32 +07.83 TO STA 32 +10.94 NTS GRAVEL BORROW FOR WALL BACKFILL EXISTING BNSF BRIDGE COLUMN SEE BRIDGE CLEARANCE DETAIL, SHEET 26 EXISTING BNSF BRIDGE COLUMN CAP FURNISH AND INSTALL 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE PEDESTRIAN HANDRAIL BACK OF WALK 4" CSBC REFERENCE POINT, SEE SHEET 31 PER DETAIL, SHEET 25 ALIGNMENT AND PROFILE VARIES REFERENCE POINT, SEE SHEET 32 CONSTRUCT REINFORCED CONCRETE RETAINING 4" CEMENT / WALL PER STRUCTURAL DETAILS, SHT 36 CONCRETE SIDEWALK �-- CONIC CLASS 4000 FOR RETAINING WALL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS EXISTING GROUND BACK OF WALK ALIGNMENT AND PROFILE n REFERENCE POINT, VARIES, SEE WALL 4 SEE SHEET 32 J PROFILE, SHEET 31 STAPLE CURB, CL SEE DETAIL, SHEET 24 4'4" 2' CSBC 3 HIGH DENSITY POLYSTYRENE CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC. CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE 12" RESEVOIR COURSE PER SPECIAL PROVISIONS 10" CEMENT CONCRETE ROADWAY PANELS PER ALIGNMENT DETAILS, SHEET 92 J 4" CSBC CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON —WOVEN DECORATIVE STAMPED WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 v EXISTING GROUND VARIES, SEE WALL 4 PROFILE, SHEET 31 d- 2 it EXISTING BNSF BRIDGE SLOPE PROTECTION PANEL 'Z' / / /\ /\ %4\ j \ % //� EXISTING BNSF BRIDGE \ PILE CAP, APPROX. EL. 17.3' — CONSTRUCT 6" PERFORATED PAVEMENT WALL DRAIN PIPE COMPACTED SUBGRADE CONCRETE WALL TYPICAL SECTION B -B WALL 4, STA 31 +82.82 TO 32 +07.83 NTS 7'4" FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 4" CEMENT CONCRETE SIDEWALK 4" CSBC ROADWAY MATRIAL VARIES, SEE TYPICAL SECTIONS 4" CSBC CONSTRUCT 6" PERFORATED DECORATIVE STAMPED CONCRETE PA MENT WALL DRAIN PIPE 7'4" CONCRETE WALL TYPICAL SECTION C -C WALL 4, STA 32 +38.57 TO 32 +73.17 NTS CONSTRUCT INTEGRAL CURB PER DETAIL, SHEET 24 BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 t GRAVEL BORROW FOR WALL BACKFILL COMPACTED SUBGRADE GRAVEL BORROW FOR WALL BACKFILL CONSTRUCT TEMPORARY SHORING TO MINIMIZE CONSTRUCTION EXCAVATION 12" WIDE GRAVEL BACKFILL FOR DRAINS �— CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL COMPACTED SUBGRADE T- 343034 GIq rr -tar SURVEYED: KPG < RAINIER AVENUES SR 167 DRAWING NO. 34 y06F'4� wn Co�9d DRAWN BV: JLF IMIP� BID ,� CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECTNO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department y CHECK BY: NM Seal6e, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. -C NOV 011 �7F 2I S �Qa (206) 286.1640 APPROVED FOR CONSTRUCTION DATE: OV 2011 �$ PROJMGR: JF (253)627 -oi29 REINFORCED CONCRETE WALL DETAILS NUMBER REVISION DESCRIPTION BY APP. DATE '�amnl. tip' FILE: 0655DWALL01.dwg wwwkpgeam BY:�! DATEV "lZ.. SHEET NO. 34 OF 304 'S z �y n a O J ' p n F-k { 'p o W N WE 11 0 N M rn 3 v O J Q 3 0 0 w X o+ 3 0 0 Z N w 0 s 4" CEMENT CONCRETE SIDEWALK WALL 4 ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 31 CONSTRUCT REINFORCED CONCRETE RETAINING WALL PER STRUCTURAL DETAILS, SHT 36 CONC CLASS 4000 FOR RETAINING WALL 2" HMA CLI /2 "PG VARIES, SEE WALL 4 70 -22 FOR OVERLAY J PROFILE, SHEET 31 a a_ i 6.5" HMA CL %2" PG 70 -22 PLACE IN 2 LIFTS 8.5" CSBC 4" CSBC 7'4" FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 r- 4" CSBC DECORATIVE STAMPTED CONCRETE PAVEMENT 5'4" CONCRETE WALL TYPICAL SECTION D -D WALL 4 & 5, STA 32 +73.17 TO 33 +18.94 NTS WALL 4 FACE OF WALL ALIGNMENT DATA STA 00 +00.00 TO STA 02 +40.00 N 17' 36' 48" W, 240.000' VARIES, SEE WALL 5 PROFILE, SHEET 32 CONSTRUCT SHEET PILE RETAINING WALL WITH REINFORCED CEMENT CONCRETE FACING PER STRUCTURAL DETAILS 2'6" 2" BARK MULCH, SEE LANDSCAPE PLANS, SHEETS 294 -303 EXISTING GROUND 6" TOPSOIL TYPE A, SEE LANDSCAPE PLANS, SHEETS 294 -303 - WALL 5 AND BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 GRAVEL BORROW FOR WALL BACKFILL 12" WIDE GRAVEL BACKFILL FOR DRAINS - COMPACTED SUBGRADE CONSTRUCT 6" PERFORATED WALL DRAIN PIPE BACK OF SIDEWALK AND WALL 5 ALIGNMENT DATA CURVE C1 DATA CURVE C3 DATA GIq 11.1411 o�wg0 WA COBy m _ 02� A� 20320 ��� �t+ ��OUnc ' WALL 5 STA 0 +00 = RAINIER AVE < MR �- CITY OF FENTON Public Works Department APPROVED FOR CONSTRUCTION / / //// BY: DATE:, ��e1!i12 , RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST REINFORCED CONCRETE WALL DETAILS DRAWING NO. 35 PROJECTNO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 35 OF 304 STA 30 +37.22, 57.77' RT PC = 00 +00 PT = 00 +44.09 PC = 01 +81.21 PRC = 02 +06.61 A = 04'33'51" L = 44.091' A = 25'05'25" L = 25.400' R = 553.500' T = 22.057' R = 58.00' T = 12.920' TANGENT L1 DATA CURVE C4 DATA STA 00 +44.09 TO STA 01 +15.58 PRC = 02 +06.61 PT = 02 +25.27 N 17' 36' 48" W, 71.489' A = 21'22'45" L = 18.660' R = 50.00' T = 9.440' CURVE C2 DATA PC = 01 +15.58 PT = 01 +18.48 TANGENT L3 DATA STA 02 +25.27 TO STA 03 +24.42 A = 03'42'40" L = 3.239' R = 50.00' T = 1.620' N 17' 36' 48" W, 99.150' TANGENT L2 DATA STA 01 +18.48 TO STA 01 +81.21 N 13' 54' 08" W, 62.394' CONCRETE CURB AND GUTTER ON WIN 1 11 GIq 11.1411 o�wg0 WA COBy m _ 02� A� 20320 ��� �t+ ��OUnc ' L 2" HMA CL 1/2" PG 70 -22 8.5" CSBC FOR OVERLAY 6.5" HMA CL 1/2" PG 70 -22 PLACE IN 2 LIFTS FURNISH AND INSTALL PEDESTRIAN HANDRAIL PER DETAIL, SHEET 25 CONSTRUCT SHEET PILE RETAINING 7'4" WALL WITH REINFORCED CEMENT CONCRETE FACING PER STRUCTURAL DETAILS VARIES, SEE WALL 5 PROFILE, SHEET 32 CONCRETE WALL TYPICAL SECTION E -E WALL 5, 33 +18.94 TO 33 +55.11 NTS EXISTING GROUND WALL 5 AND BACK OF WALK ALIGNMENT AND PROFILE REFERENCE POINT, SEE SHEET 32 COMPACTED SUBGRADE 4" CSBC 4" CEMENT CONCRETE SIDEWALK 11 T- 343035 a a z �ya m �Oa n � �n N Na d > O N O GIq 11.1411 o�wg0 WA COBy m _ 02� A� 20320 ��� �t+ ��OUnc ' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK CHECK BY: NM PROJ MGR: JF FILE: 0655DWALLOi.dwg KPGr 1539th AvenueN 2502 Jefferson Avenue BID SeaWe,WA98109 Tacoma,WA98402 DOCUMENTS (206) 286-1640 (253)627 -0720 www.kpg.00m < MR �- CITY OF FENTON Public Works Department APPROVED FOR CONSTRUCTION / / //// BY: DATE:, ��e1!i12 , RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST REINFORCED CONCRETE WALL DETAILS DRAWING NO. 35 PROJECTNO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 35 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �ya m �Oa n � �n N Na d > O N O 1 0 0 1' -0" WALL 4 #5012 ©#5®12 ROADWAY SLAB © #5®12 — 'JOINT 3" CLR 2' -0" OR 4' ROADWAY SLAB NUMBER 2" CLR TYP #5012 EW — 5' -4" 2 EW w 5012 . . I J U SECTION SCALE: 1/2" = 1' -0" — #4®18 EW AT CONT a #4 x-018 2' -6' N NOTE: FOR WALL AND FTG SIZE AND REINF SEE A/– SECTION SCALE: 1/2" = 1' -0" — VARIES Mllil w . `• #4018 EW AT > MID DEPTH M -a SECTION SCALE: 1/2" = 1' -0" — REVISION DESCRIPTION 1 2" CLR WALL #501 N7#501 ROADWAY SLAB _\ 'V#5012 #5@12 WALL n 'V#50112 w #5012 ROADWAY SLABS #5012- z N � #4012 EW 0 I BY I APP.I DATE JOINT #5012 EW 5 -4" AT BRIDGE PIER SECTION SCALE: 1/2" = 1' -0" 1 AT MID D EPTT MID DH- %176'1 v 2 #4 TOP VARIES EXIST BRIDGE PIER w a HIGH DENSITY POLYSTYRENE ADD #4 3' -0" EA FLUTE 10" MIN WALL 5 PERMANENT SHEET PILE WALL PZ22 BY SKYLINE STEEL OR ACCEPTABLE EQUIVALENT #5012 EW 2' -0" 3' -4" MIN TIP EL 12.0 SECTION % Fj iR 0 M m 3 0 0 i z 0 i a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z%0 20 40 T- 343037 SIGN SPACING = X (FEET) (1) FREEWAYS & EXPRESSWAYS 55/65 MPH 1500' +- (OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 800' +- RURAL ROADS 45/65 MPH 500' +- URBAN ARTERIALS & RURAL ROADS 35/40 MPH 350' +- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL AREAS & BUSINESS DISTRICTS 25/30 MPH 200' +- (2) URBAN STREETS 25 MPH OR LESS 10 ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. STAGE 2 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 2. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE ISLANDS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNELIZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE WEST SIDE OF RAINIER AVE S. 4. INSTALL 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. SAWCUT PAVEMENT AND REMOVE SURFACE FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS OUTSIDE THE STAGE 2 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. 7. INSTALL WALLS, ILLUMINATION SYSTEM, AND SIGNALIZATION SYSTEM. 8. INSTALL CURB, GUTTER, SIDEWALK, DRIVEWAYS AND PROPERTY RESTORATION ITEMS. 9. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE INTERSECTION APPROACHES IN THE NORTHBOUND LANES. INSTALL CONCRETE CROSSWALKS IN THE NORTHBOUND LANES AND EAST LEGS OF INTERSECTIONS. PORTIONS OF THE CONCRETE ROADWAY AND CROSSWALKS OUTSIDE THE STAGE 1 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. INSTALL HOT MIX ASPAHLT PAVING TO MATCH EXISTING PAVEMENT. 10. THE CONTRACTOR MAY INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME. ANY WORK WITHIN THE STAGE 2 WORKZONE THAT IS NOT COMPLETED PRIOR TO ESTABLISHING THE STAGE 3 WORKZONE MUST BE COMPLETED AT NIGHT. STAGE 3 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 3. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE OUTSIDE LANES OF RAINIER AVE S. 3. SAWCUT AND REMOVE PAVEMENT FOR MEDIAN. 4. PERFORM ROADWAY PLANING, PRELEVEL AND FINAL LIFT OF HMA OVERLAY FOR THE ENTIRE PROJECT. REESTABLISH PHASE 3 CONSTRUCTION CHANNELIZATION WITH TEMPORARY TAPE. ALL PLANING AND PAVING OPERATIONS SHALL BE COMPLETED AT NIGHT. 5. INSTALL MEDIAN EXTRUDED CURBS. 6. COMPLETE THE MEDIAN IRRIGATION AND LANDSCAPING. 7. REMOVE PHASE 3 CONSTRUCTION CHANNELIZAT10% INSTALL FINAL CHANNELIZATION, COMPLETE THE FINAL SIGNAL CONFIGURATIONS AND THE REMAINING PERMANENT SIGNING. 8. DURING DAYTIME HOURS USE TEMPORARY SINGLE LANE CLOSURES TO COMPLETE ALL OUTSTANDING WORK ITEMS. MULTIPLE LANE CLOSURES WILL ONLY BE ALLOWED AT NIGHT. BUFFER DATA BUFFER SPACE = B SPEED (MPH) MINIMUM TAPER LENGTH = L (FEET) LANE WIDTH (FEET) 45 50 55 POSTED SPEED (MPH) - 25 30 35 40 45 65 10 105 150 205 485 270 450 VEHICLE TYPE TYPICAL VEHICLE LOADED WEIGHT (LBS) POSTED SPEED (MPH) STATIONARY OPERATION (FEET) 11 115 165 225 50 - 55 295 495 50 2 TON CARGO TRUCK 15,000 60 - 65 150 12 125 180 245 1 TON CARGO TRUCK 320 540 200 600 660 720 780 STAGE 2 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 2. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. REMOVE ISLANDS AS NECESSARY TO ESTABLISH CONSTRUCTION CHANNELIZATION AND PROVIDE TEMPORARY PAVEMENT PRIOR TO SHIFTING TRAFFIC. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESSARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 3. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE WEST SIDE OF RAINIER AVE S. 4. INSTALL 'BUSINESSES OPEN DURING CONSTRUCTION" SIGNS. 5. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 6. SAWCUT PAVEMENT AND REMOVE SURFACE FEATURES AS NECESSARY AND INSTALL WATER AND STORM DRAINAGE SYSTEMS. CROSSINGS AND OTHER PORTIONS OF THESE SYSTEMS OUTSIDE THE STAGE 2 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. 7. INSTALL WALLS, ILLUMINATION SYSTEM, AND SIGNALIZATION SYSTEM. 8. INSTALL CURB, GUTTER, SIDEWALK, DRIVEWAYS AND PROPERTY RESTORATION ITEMS. 9. SAWCUT AND REMOVE EXISTING PAVEMENT AS NECESSARY AND INSTALL CONCRETE INTERSECTION APPROACHES IN THE NORTHBOUND LANES. INSTALL CONCRETE CROSSWALKS IN THE NORTHBOUND LANES AND EAST LEGS OF INTERSECTIONS. PORTIONS OF THE CONCRETE ROADWAY AND CROSSWALKS OUTSIDE THE STAGE 1 WORK ZONE SHALL BE CONSTRUCTED AT NIGHT. INSTALL HOT MIX ASPAHLT PAVING TO MATCH EXISTING PAVEMENT. 10. THE CONTRACTOR MAY INSTALL LANDSCAPING, IRRIGATION, AND SIGNING AT THIS TIME. ANY WORK WITHIN THE STAGE 2 WORKZONE THAT IS NOT COMPLETED PRIOR TO ESTABLISHING THE STAGE 3 WORKZONE MUST BE COMPLETED AT NIGHT. STAGE 3 GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR STAGE 3. IT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. MAINTAIN 2' OF SHY DISTANCE BETWEEN LANE EDGE AND OBSTRUCTIONS. PROVIDE ADDITIONAL WARNING SIGNS OR CHANNELIZATION DEVICES AS NECESARY TO WARN DRIVERS OF OBSTRUCTIONS. 2. RELOCATE SIGNAL HEADS TO ALIGN WITH CONSTRUCTION CHANNELIZATION PER SIGNAL CONSTRUCTION STAGING PLANS. SET UP TEMPORARY STRIPING AND TRAFFIC CONTROL DEVICES TO SHIFT TRAFFIC TO THE OUTSIDE LANES OF RAINIER AVE S. 3. SAWCUT AND REMOVE PAVEMENT FOR MEDIAN. 4. PERFORM ROADWAY PLANING, PRELEVEL AND FINAL LIFT OF HMA OVERLAY FOR THE ENTIRE PROJECT. REESTABLISH PHASE 3 CONSTRUCTION CHANNELIZATION WITH TEMPORARY TAPE. ALL PLANING AND PAVING OPERATIONS SHALL BE COMPLETED AT NIGHT. 5. INSTALL MEDIAN EXTRUDED CURBS. 6. COMPLETE THE MEDIAN IRRIGATION AND LANDSCAPING. 7. REMOVE PHASE 3 CONSTRUCTION CHANNELIZAT10% INSTALL FINAL CHANNELIZATION, COMPLETE THE FINAL SIGNAL CONFIGURATIONS AND THE REMAINING PERMANENT SIGNING. 8. DURING DAYTIME HOURS USE TEMPORARY SINGLE LANE CLOSURES TO COMPLETE ALL OUTSTANDING WORK ITEMS. MULTIPLE LANE CLOSURES WILL ONLY BE ALLOWED AT NIGHT. BUFFER DATA BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 - LENGTH (FEET) (FEET) 85 120 170 220 280 335 415 485 - PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R VEHICLE TYPE TYPICAL VEHICLE LOADED WEIGHT (LBS) POSTED SPEED (MPH) STATIONARY OPERATION (FEET) 4 YARD DUMP TRUCK 24,000 60 - 65 100 50 - 55 75 45 50 2 TON CARGO TRUCK 15,000 60 - 65 150 50 - 55 100 45 75 1 TON CARGO TRUCK 10,000 60 - 65 200 50 - 55 150 45 100 ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. a a z �y ?o wn N a .p o w N O 0 -N7 ne M;M 0 m 3 Q iu 0 0 i z 0 z w U W O NUMBER LO 3 5 I — 1 to 4 MULTIPLE STORE FRONTS W %iL� 1. 7 —,»QL- 7 11 60'R 13 — — YANKEE GRILL \—cl \ \ PLAN 0 20 40 80 120 SCALE IN FEET GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL ARIAL NARROW FONT BUSINESS ACCESS SIGN NTS REVISION DESCRIPTION \ 0 \13 N < \y 11 \� z.� Wa — — —F- / v / — — — — — —I ----------- A / / 2' BUFFER 1' BUFFER 0 MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES (TYP). USA 11.5' 11' 11' 11 \ 5 11' 11' 2 }y \ WORK ZONE BUSINESS N ME SOUTHBOUND LANE BUSINESS NAME SOUTHBOUND LANE LEFT TURN LANE NORTHBOUND LANE NORTHBOUND LANE BUSINESS NAME BUSINESS NAME BUSINESS NAME K 4n C4 OPEN DURING CONSTRUCTION 4.5' BY BUSINESS ACCESS SIGN NTS REVISION DESCRIPTION \ 0 \13 N < \y 11 \� z.� Wa — — —F- / v / — — — — — —I ----------- A / / 2' BUFFER 1' BUFFER 0 MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES (TYP). USA 11.5' 11' 11' 11 \ 5 11' 11' 2 }y \ WORK ZONE n -,a -,t yOSF'4'A wq C049c' y _ o aF zu�EU �ww �'�ONpt �' SOUTHBOUND LANE SOUTHBOUND LANE SOUTHBOUND LANE LEFT TURN LANE NORTHBOUND LANE NORTHBOUND LANE 12' TRAFFIC SAFETY DRUMS WITH LIGHT 2' BUFFER 1' BUFFER WORK ZONE I ICI I SOUTHBOUND B n TRAFFIC SAFETY BUSINESS ACCESS SIGN NOTES: DRUMS WITH LIGHT 1. BUSINESS OPEN DURING CONSTRUCTION SIGNS SHALL BE CUSTOM MADE TO LIST EACH BUSINESS THAT IS ACCESSED BY THE DRIVEWAY WHERE THE SIGN IS PLACED. THE SIGN HEIGHT SHALL VARY (2' MIN) TO ACCOMMODATE ALL BUSINESS NAMES. 2. CONTRACTOR SHALL COORDINATE THE BUSINESS NAMES WITH ENGINEER PRIOR TO CUSTOM SIGN FABRICATION. THE NUMBER OF CHARACTERS AND SPECIFIC LETTERING SHALL VARY FOR EACH SIGN. SECTION A -A 11' _ VARIES 11' SOUTHBOUND PAINTED NORTHBOUND LANE MEDIAN LANE SECTION B -B 11' NORTHBOUND LANE �e \ \ �l Hp \E PVC s � O 0 a B\ TE 0 10 11 12 13 14 15 16 17 1 I I I I I O/ Ii �Ati :MPORARY CHANNELIZATION NOTES WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET PAINTED DOUBLE YELLOW CENTER LINE PAINTED LANE LINE PAINTED EDGE LINE PAINTED WIDE LINE PAINTED MEDIAN LINE PAINTED TYPE 2L ARROW PAINTED TWO -WAY LEFT TURN LINE PAINTED DOTTED EXTENSION LINE. PAINTED STOP LINE. PAINTED TYPE 2R ARROW EXISTING CROSSWALK STRIPING TO REMAIN MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. REMOVE EXISTING PAINTED CROSSWALK STRIPING O PAINTED TYPE 1 ARROW T 343038 18 TEMPORARY CROSSWALK STRIPING � 19 PAINTED TYPE 3R ARROW CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 38 BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department FED AID NO. - CM0167(048) DOCUMENTS APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 DATE: NOV 2011 BY / DATE: �7lj�2. STA 8 +98 TO STA 18 +00 SHEET NO. 38 OF 304 a z a � D v o N o n -,a -,t yOSF'4'A wq C049c' y _ o aF zu�EU �ww �'�ONpt �' SURVEYED: KPG DRAWN BY: JLF /KAT DESIGN BY: JLF CHECK BY: JIG PROJ MGR: JF FILE: 0655DCONST01A.dwg 75391h Avenue N 2502 Jefferson Avenue SeatBe,WA98109 Tawna,WA9m (206) 286-160 (253) 627 -0720 �kpg,cDm BY APP. DATE SECTION A -A 11' _ VARIES 11' SOUTHBOUND PAINTED NORTHBOUND LANE MEDIAN LANE SECTION B -B 11' NORTHBOUND LANE �e \ \ �l Hp \E PVC s � O 0 a B\ TE 0 10 11 12 13 14 15 16 17 1 I I I I I O/ Ii �Ati :MPORARY CHANNELIZATION NOTES WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET PAINTED DOUBLE YELLOW CENTER LINE PAINTED LANE LINE PAINTED EDGE LINE PAINTED WIDE LINE PAINTED MEDIAN LINE PAINTED TYPE 2L ARROW PAINTED TWO -WAY LEFT TURN LINE PAINTED DOTTED EXTENSION LINE. PAINTED STOP LINE. PAINTED TYPE 2R ARROW EXISTING CROSSWALK STRIPING TO REMAIN MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. REMOVE EXISTING PAINTED CROSSWALK STRIPING O PAINTED TYPE 1 ARROW T 343038 18 TEMPORARY CROSSWALK STRIPING � 19 PAINTED TYPE 3R ARROW CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 38 BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department FED AID NO. - CM0167(048) DOCUMENTS APPROVED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 DATE: NOV 2011 BY / DATE: �7lj�2. STA 8 +98 TO STA 18 +00 SHEET NO. 38 OF 304 a z a � D v o N o c v N 0 M e V a i z 0 Z w 0 0 rr i MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) SEATTLE SUPER SUPPLEMENT C �gTCy `sT9 3 �oXso Ao \ 7 �� \\ D �s \ 4 \ \ \ \ \\ BROWN BEAR 14 \ \ 14 CAR WASH ARBYS /MAZATLAN y -- WALKER RENTON - SUBARU C LES SCHWAB ZONE 2' BUFFER 1' BUFFER 11' 11' SOUTHBOUND SOUTHBOUND LANE LANE I 2' (-- TRAFFIC SAFETY DRUMS WITH LIGHT SECTION C -C 2' BUFFER 1' BUFFER 12.5" 11 2 /— k00 /__Q J \ r1_)_1 u. 13 � 11- 13 o o O 11' LEFT TURN LANE 11' NORTHBOUND LANE 11' 5 11' NORTHBOUND LANE 11' -61 WORK ZONE SOUTHBOUND LANE SOUTHBOUND LANE TWO -WAY LEFT TURN LANE NORTHBOUND LANE NORTHBOUND LANE ---12' F-- TRAFFIC SAFETY DRUMS WITH LIGHT SECTION D -D I AUUCNUUM NU L: KtVIJt YAKI.tL J/ WUKKLUNt UMIIJ JUU I IIZ/ 10 I I 11 -14-11 SURVEYED: KPG SOSF'4�OwA c0�92 DRAWN BY: JLF /KAT DESIGN BY: JLF y CHECK BY: JG 'n zoszo .� crsre �.�a`1' PROJ MGR: JF NUMBER REVISION DESCRIPTION BY APP. DATE /ANAL FILE: 0655DCONST01A.dwg D J - 1 BOB BRIDGE SCION 1 ;�- —710° 71735 �J — �� — — RAINIER AYES— — — — — PLAN 0 20 40 80 120 SCALE IN FEET GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND � TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL KpGr `s BID CITY OF RENTON 75391hAvenueN 2502 Jefferson Avenue Public Works Department (206) 286-1640 9 T53)62 -0720 2 DOCUMENTS APPROVED FOR CONSTRUCTION (206)286.1640 (253)621 -0720 www.kpg.cem BY �—� DATE:��dl��� / / D \ TEMPORARY CHANNELIZATION NOTES Q1 WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET 2Q PAINTED DOUBLE YELLOW CENTER LINE Q3 PAINTED LANE LINE ® PAINTED EDGE IJNE 05 PAINTED WIDE LINE © PAINTED MEDIAN LINE �7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING PAINTED CROSSWALK STRIPING 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 19 PAINTED TYPE 3R ARROW T=343039 RAINIER AVENUE S (SR 167) DRAWING NO. 39 S GRADY WAY TO S 2ND ST PROJECTNO. TED40M CONSTRUCTION CHANNELIZATION PLAN -STAGE 1 FED AID NO. -91MO167I048) DATE: NOV 2011 STA 18 +00 TO STA 30 +50 SHEET NO. 39 OF 304 a z �ya O i �y a a � d w K a .p o W N O Y 0 r7 rn 3 a 0 Y M W O L0 -4- O M FQ- (n LEI Z J U H Q 2' BUFFER 1' BUFFER 11.5' SOUTHBOUND LANE -.I 2' 1— TRAFFIC SAFETY DRUMS WITH LIGHT I I I I III I I II I I I I J I II a I � a All MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO 14 C D MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) JACK IN THE BOX BLOCKBUSTER POWER SPORTS ODOBA 13 Al 13 _ C2 13 = �` VARIES PAINTED MEDIAN 11' 1 11' 11' SOUTHBOUND LEFT TURN NORTHBOUND LANE LANE LANE r - - -- MCLENDON HARD WARE C 0 20 40 80 SCALE IN FEET 11' NORTHBOUND LANE SECTION E -E 13 L I� 1 Miamian' 2 MR.! �A.� =is -------------------- - - -- -\ GENERAL CONSTRUCTION CHANNELIZATION NOTES R FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. 120 CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL TEMPORARY CHANNELIZATION NOTES W w N O N d' Q N w Z J 2 H Q WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET 0 PAINTED DOUBLE YELLOW CENTER LINE PAINTED LANE LINE ® PAINTED EDGE LINE Q PAINTED WIDE LINE © PAINTED MEDIAN LINE 7D PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING PAINTED CROSSWALK STRIPING 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 19 PAINTED TYPE 3R ARROW T=343040 1 -Wl SURVEYED: KPG CITY OF RENTON SF'4�GWA COQ DRAWN BY: JLF /KAT KPG81 Al >� RAINIER AVENUE S (2N ST DRAWING NO- 4O ' " BAD � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $ DESIGN BY: JLF Public Works Department 153961 Avenue N 2502 Jefferson Avenue FED AID NO. - CM0167(048) y a CHECK BY: JIG Seattle,WA96109 Tacoma,WA96402 DOCUMENTS CONSTRUCTION CHANNELIZATION PLAN - STAGE 1 +p.o 20320 yQ (206)286.1640 (253)627 -0729 APPROVED FOR CONSTRUCTION l DATE: NOV 2011 ISTS ��ONpL E \Q PROJ MGR: JF ��� BY DATE: ��1 -�i�� STA 30 +50 TO STA 42 +50 SHEET NO. 40 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DCONST01A.dwg a a `z �y j.�..j m /v w O j ' ^y 1 T ON A L1 6" O �y a •p K . •, O W N O 0 M 3 Q 0 i z 0 z w r- v w 0 O r .r i i 7 X / 7 11. m fit` V- / 3 4y I z ✓) N J/ \\ 3- - -- "� SHELL STATION TACOMCL �L- ( B 1' BUFFER 2' BUFFER VARIES PAINTED MEDIAN WALKER'S RENTON SUBARU WALGREENS PIZZA HUT r v v ftilft III � �7M / O rL 11' NORTHBOUND LANE SAFEWAY ( Cl TACO IM WENDY'S F-'- -� GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUC11ON CHANNELIZA11ON NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND 32::� TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - — — — — — - CONSTRUCTION LIMITS DIRECTION OF TRAVEL PLAN 0 20 40 80 SCALE IN FEET O1 WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE O5 PAINTED WIDE LINE © PAINTED MEDIAN LINE O7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZA11ON AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING PAINTED CROSSWALK STRIPING 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 19 PAINTED TYPE 3R ARROW T- 343041 120 1 4 11-1x11 SURVEYED: KPG >} RAINIER AVENUE S (SR 167) DRAWING NO. 41 OS4' OGtA COgy DRAWN BY JLF /KAT Kp� Al CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 5 0�� DESIGN BY: JLF BID Public Works Department y — 753981AvenueN 2502JefiersonAuenue CHECK BY: JG Sealtle,WA98109 Tacoma,WA96402 DOCUMENTS CONSTRUCTION CHANNELIZATION PLAN - STAGE 1 FED AID NO. - CM0167L_ 'd? k 20320 2� (206) 286.1640 (253) 627 -0720 APP OVED FOR CONSTRUCTION DATE: NOV 2011 .n 1 Tre 1. PROJ MGR: JF NUMBER REVISION DESCRIPTION BV APP. DATE /ONAL E FILE: 0655DCONST01A.dwg BV: �� D ^TEa�. STA 42 +50 TO STA 51 +00 SHEET NO. 41 OF 304 a a z �y m /v O J � N A_ a a o � 0 o N O -3-3 11' 11.5t' 12' 11' 11 f' WORK ZONE THRU -RIGHT SOUTHBOUND LEFT TURN NORTHBOUND NORTHBOUND LANE LANE LANE LANE LANE �I 2' TRAFFIC SAFETY DRUMS WITH LIGHT SECTION H -H 2' BUFFER 1' BUFFER 11' 11' 11' 11' 11' WORK ZONE SOUTHBOUND SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND LANE LANE LANE LANE LANE I II TRAFFIC SAFETY DRUMS WITH LIGHT SECTION F -F WALGREENS PIZZA HUT r v v ftilft III � �7M / O rL 11' NORTHBOUND LANE SAFEWAY ( Cl TACO IM WENDY'S F-'- -� GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUC11ON CHANNELIZA11ON NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND 32::� TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - — — — — — - CONSTRUCTION LIMITS DIRECTION OF TRAVEL PLAN 0 20 40 80 SCALE IN FEET O1 WORKZONE BARRIER, SEE CONSTRUCTION CHANNELIZATION LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE O5 PAINTED WIDE LINE © PAINTED MEDIAN LINE O7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZA11ON AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING PAINTED CROSSWALK STRIPING 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 19 PAINTED TYPE 3R ARROW T- 343041 120 1 4 11-1x11 SURVEYED: KPG >} RAINIER AVENUE S (SR 167) DRAWING NO. 41 OS4' OGtA COgy DRAWN BY JLF /KAT Kp� Al CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 5 0�� DESIGN BY: JLF BID Public Works Department y — 753981AvenueN 2502JefiersonAuenue CHECK BY: JG Sealtle,WA98109 Tacoma,WA96402 DOCUMENTS CONSTRUCTION CHANNELIZATION PLAN - STAGE 1 FED AID NO. - CM0167L_ 'd? k 20320 2� (206) 286.1640 (253) 627 -0720 APP OVED FOR CONSTRUCTION DATE: NOV 2011 .n 1 Tre 1. PROJ MGR: JF NUMBER REVISION DESCRIPTION BV APP. DATE /ONAL E FILE: 0655DCONST01A.dwg BV: �� D ^TEa�. STA 42 +50 TO STA 51 +00 SHEET NO. 41 OF 304 a a z �y m /v O J � N A_ a a o � 0 o N O -3-3 a 0 N C> M s 1 � 0 I I I -T— - -- 2 3 I SR ` \ MULTIPLE STORE A FRONTS R 10 13,,.,,,, , !15 \,... r„� YANKEEGRILL 13 \ \ N \ L \ GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. CONSTRUCTION LIMITS DIRECTION OF TRAVEL -_31111111111110– PLAN 0 20 40 80 SCALE IN FEET 120 11.5' SOUTHBOUND LANE 11' SOUTHBOUND LANE nv 5 11' 1 11' 11' SOUTHBOUND LEFT TURN NORTHBOUND LANE LANE I LANE SECTION A -A MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) 1' BUFFER 2' BUFFER 11' NORTHBOUND LANE ---12' 1— TRAFFIC SAFETY DRUMS WITH LIGHT 11' 1 11' 1 VARIES 11' 1 11' SOUTHBOUND LANE SOUTHBOUND LANE PAINTED MEDIAN NORTHBOUND LANE NORTHBOUND LANE SURVEYED: KPG DRAWN BY: JLFIKAT DESIGN BY: JLF CHECK BV: JG PROJ MGR: JF FILE: 0655DCONST02A.dwg Kp� Seaft,AvenueN 2502detrelsonAuenue BID Seattle, WA 96109 Tamma, WA 96402 DOCUMENTS (206)286.1640 (253) 627-0720 www.kpg.cDrn - CITY OF RENTON Public Works Department APPRO FOR CONSTRUCTION BY DATE: /, IN ,1 DRAWING NO. 42 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 42 OF 304 •_�- NM NUMBER REVISION DESCRIPTION BY APP. DATE 11' 1 11' 11' SOUTHBOUND LEFT TURN NORTHBOUND LANE LANE I LANE SECTION A -A MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) 1' BUFFER 2' BUFFER 11' NORTHBOUND LANE ---12' 1— TRAFFIC SAFETY DRUMS WITH LIGHT 11' 1 11' 1 VARIES 11' 1 11' SOUTHBOUND LANE SOUTHBOUND LANE PAINTED MEDIAN NORTHBOUND LANE NORTHBOUND LANE SECTION B -B 1' BUFFER 2' BUFFER .I 2' [-- TRAFFIC SAFETY DRUMS WITH LIGHT TEMPORARY CHANNELIZATION NOTES WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE PAINTED WIDE LINE © PAINTED MEDIAN LINE 7Q PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNELIZATION 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING T 343042 1g PAINTED TYPE 3R ARROW a z m a h /rI O N d 6," K w D 0 0 n -14 -11 S4'4�Owq COB '? zIM N`r .n rsrea { �oNgL ti � SURVEYED: KPG DRAWN BY: JLFIKAT DESIGN BY: JLF CHECK BV: JG PROJ MGR: JF FILE: 0655DCONST02A.dwg Kp� Seaft,AvenueN 2502detrelsonAuenue BID Seattle, WA 96109 Tamma, WA 96402 DOCUMENTS (206)286.1640 (253) 627-0720 www.kpg.cDrn - CITY OF RENTON Public Works Department APPRO FOR CONSTRUCTION BY DATE: /, RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST CONSTRUCTION CHANNELIZATION PLANS - STAGE 2 STA 8 +98 TO STA 18 +00 ,1 DRAWING NO. 42 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 42 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z m a h /rI O N d 6," K w D 0 0 a _o N 0 M z c� i 0 Y i SEATTLE SUPER � SUPPLEMENT i C C'4 I- 3 2 2 — — — — — 7 — CD - - - -~ - -- 5 WALKER RENTON SUBARU 11' SOUTHBOUND LANE 5M, MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) s ` �—�11_It 0 4 LES SCHWAB 11' 11' 11' 11' SOUTHBOUND LEFT TURN LEFT TURN NORTHBOUND LANE LANE LANE LANE SECTION C -C 12.5' 11' VARIES 11' SOUTHBOUND LANE SOUTHBOUND I LANE TWO -WAY LEFT TURN LANE NORTHBOUND LANE SECTION D -D 2 5 & 1 1' BUFFER 2' BUFFER 11' NORTHBOUND LANE R ( 2 FLAN 0 20 40 80 120 SCALE IN FEET ARBYS CAR WASH 1 © mop. 3 T 111 R \ 13 BOB BRIDGE SCION `\ 14 \ \ \ i -.I 2' f -- TRAFFIC SAFETY DRUMS WITH LIGHT 1' BUFFER 2' BUFFER 11' NORTHBOUND LANE ---12' TRAFFIC SAFETY DRUMS WITH LIGHT C D C� i i 7 15 w GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND _rT__rr__TT TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SURVEYED: KPG DRAWN BY: JLF /KAT DESIGN BY: JLF CHECK BY: JG PROJ MGR: JF FILE: 0655DCONST02A.dwg SIGN, SEE DETAIL SHEET 38. - CONSTRUCTION LIMITS q DRAWING NO. 407 PROJECT NO. TED403430 FED AID NO. - CM016710481 DATE: NOV 2011 SHEET NO. 43 OF 304 DIREC11ON OF TRAVEL 1 IHOP �l TEMPORARY CHANNELIZATION NOTES Q1 WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET Q2 PAINTED DOUBLE YELLOW CENTER LINE Q3 PAINTED LANE LINE ® PAINTED EDGE LINE 05 PAINTED WIDE LINE © PAINTED MEDIAN LINE O7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZA11ON AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNELIZATION 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 1g PAINTED TYPE 3R ARROW T=343043 a a z �1 ya m /y O i � y w0 N d � -c w a K 0 N O 0 ti 11.1x11 o�tigR WA , I y — 0211 - '? 20320 ya .n rsrea TONAL '0 SURVEYED: KPG DRAWN BY: JLF /KAT DESIGN BY: JLF CHECK BY: JG PROJ MGR: JF FILE: 0655DCONST02A.dwg Kph 753901 AvenueN 2502 Jefferson Avenue BID Seaft,WA96109 Tacama,WA98402 DOCUMENTS (206)286-1640 (253) 627 -0720 wwwApporn e. CITY OF RENTON Public Works Department APPROV D FOR CONSTRUCTION BY: DATE: /_�0f, RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST CONSTRUCTION CHANNELIZATION PLANS - STAGE 2 STA 18 +00 TO STA 30 +50 q DRAWING NO. 407 PROJECT NO. TED403430 FED AID NO. - CM016710481 DATE: NOV 2011 SHEET NO. 43 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �1 ya m /y O i � y w0 N d � -c w a K 0 N O 0 ti I t C L 3 F�- a 11.5' SOUTHBOUND LANE 11.5' SOUTHBOUND LANE 11' SOUTHBOUND LANE 11' SOUTHBOUND LANE 11' LEFT TURN LANE 11' LEFT TURN LANE 11' NORTHBOUND LANE VARIES PAINTED MEDIAN 1' BUFFER 2' BUFFER 11' NORTHBOUND LANE TRAFFIC SAFETY DRUMS WITH LIGHT SECTION E -E 11' NORTHBOUND LANE 11' NORTHBOUND LANE SECTION F -F 1, BUFFER 2' BUFFER --2'�--- TRAFFIC SAFETY DRUMS WITH LIGHT PLAN GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL TEMPORARY CHANNELIZATION NOTES O1 WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE 5� PAINTED WIDE LINE © PAINTED MEDIAN LINE O7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. it PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. N lJ REMOVE EXISTING CROSSWALK OR CHANNELIZATION PAINTED TYPE 1 ARROW TEMPORARY CROSSWALK STRIPING V.Tk Iff] -1 a1' : 12.11 , V 3 2 n z x fF_ Q T- 343044 a 'z �y a m O �N 0 a F w a .p, o0 �.Ir N O Z 11.1411 Q94'4�GWA C0�9 1 02� — �r0sres QQ� SURVEYED: KPG DRAWN BY: JLF /KAT DESIGN BY: JLF CHECK BY: JIG PROJ MGR: JF FILE: 0655DCONST02A.dwg ��� 753961 Avenue N 2502 Jefferson Avenue BID Sealte,W A98109 Tacoma,WA98402 DOCUMENTS (206) 286-1640 (253) 627 -0720 www.kpg.Wm Q� '� CITY OF PENTON =1L Public Works Department APPROVED FOR CONSTRUCTION B Y DATE: /j� ��r. RAINIER AVENUES SR 167 S GRADY WAY TO S 2ND ST CONSTRUCTION CHANNELIZATION PLANS - STAGE 2 STA 30 +50 TO STA 42 +50 DRAWING NO. 44 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 44 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a 'z �y a m O �N 0 a F w a .p, o0 �.Ir N O Z IM M a i z 0 z w i U w O i Ilk C1 r i FIRESTONE / VARIES PAINTED MEDIAN I � I 1 I 1 I c I c s J m I I � � I G I ; I H I I 18 I 4j I I , If 55' R I \ I O'REILLY'S I T I \ A 11' 12.5'± THRU -RIGHT SOUTHBOUND LANE LANE VARIES PAINTED MEDIAN 12' LEFT TURN LANE SECTION G -G 11' NORTHBOUND LANE WALKER'S G RENTON SUBARU 1 t' NORTHBOUND LANE VARIES PAINTED MEDIAN awe MAXIMUM EXTENTS OF WORK ZONE. ACTUAL EXTENTS ON FIELD SIDE SHALL VARY TO MINIMIZE IMPACT TO ADJACENT BUSINESSES. (TYP) 1 t PLAN TAcoTIME ' I , _ O 20 40 80 120 I SCALE IN FEET GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND 33::� TRAFFIC SAFETY DRUMS WITH LIGHT \� MAXIMUM EXTENTS OF WORK ZONE XkGIAO II -14-17 OS4 WA O�y NO � BUSINESS OPEN DURING CONSTRUCTION BID SIGN, SEE DETAIL SHEET 38. -- - CONSTRUCTION LIMITS DIRECTION OF TRAVEL TEMPORARY CHANNELIZATION NOTES (D WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET PAINTED DOUBLE YELLOW CENTER LINE 3O PAINTED LANE LINE ® PAINTED EDGE LINE O5 PAINTED WIDE LINE © PAINTED MEDIAN LINE Q7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZA11ON AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNELIZATION 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 1g PAINTED TYPE 3R ARROW T=343045 D z by m /r O zj i �N U 0 6.A U ' < w o w N O 2 .a XkGIAO II -14-17 OS4 WA O�y NO � SURVEYED: KPG DRAWN BY: JLF /KAT BID a CITY OF RENTON RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAWING NO. 45 PROJECT NO. TED403430 H — o DESIGN BY: JLF 75391hAvenueN 2502 Jefferson Avenue Public Works Department 'A 20320 W� F °rs ea $ CHECK BY: JG PROJ MGR: JF Sealde,WA96109 Tamma,WA96402 (206) 266-1640 (253)627-0720 DOCUMENTS APPR ED FOR CONSTRUCTION CONSTRUCTION CHANNELIZATION PLANS — STAGE 2 FEDAIDNO. - CM0167(048) DATE: NOV 2011 L FILE: 0655DCONST02A.dwg www.kpg.com BY: �_�- ,, DATE: ��"- STA 42 +50 TO STA 51 +00 SHEET NO. 45 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE D z by m /r O zj i �N U 0 6.A U ' < w o w N O 2 .a V 4 I I 3 3 I 18 C� ----- - - - - -- -- - - -- �60'R woo \ tam —— �—_ —_ —_ —� SR 167_ —_ —___ I I YANKEE GRILL I \ \ \ N \ 2 \ i , , 44$ „1 „ „1 11 r1___ 0 — — MULTIPLE STORE — — — — — — — - - — - FFMNiq USA MINI -MART I I I I 3 5 7 t, 2 6 7 - - - -- _ -- - — — _ RAINIER AVE — — — 1 s t L 18 I40p ".' / 1 HARDIE AVE _ � I � I 11l 11l REVISION DESCRIPTION SECTION A -A 1' BUFFER 2' BUFFER 11' 11' 1' BUFFER 2' BUFFER 11' 11' PLAN 3 \ 0 20 40 80 120 SCALE IN FEET SOUTHBOUND LANE SOUTHBOUND LANE SURVEYED: KPG °Ns y WORK ZONE DRAWN BY: JLF /KAT RIGHT TURN SOUTHBOUND SOUTHBOUND SOUTHBOUND LEFT TURN MEDIAN NORTHBOUND NORTHBOUND NORTHBOUND LANE LANE LANE LANE LANE JF LANE LANE LANE REVISION DESCRIPTION SECTION A -A 1' BUFFER 2' BUFFER 11' 11' 1' BUFFER 2' BUFFER 11' 11' PLAN 3 \ 0 20 40 80 120 SCALE IN FEET SOUTHBOUND LANE SOUTHBOUND LANE SURVEYED: KPG °Ns y WORK ZONE DRAWN BY: JLF /KAT NORTHBOUND LANE NORTHBOUND LANE I $ AA DESIGN BY: JLF DOUBLE YELLOW CENTER LINE ---12' TRAFFIC SAFETY DRUMS WITH LIGHT BY I APP.I DATE �I 2' [-- TRAFFIC SAFETY DRUMS WITH LIGHT SECTION B -B 753 ft Avenue N 2502 Jefferson Avenue Sea61e, WA 98109 Tacoma, WA 98402 (206)286.1640 (253) 627 -0720 www,kpg.com B GENERAL CONSTRUCTION CHANNELIZATION NOTES 11 -14 -11 SURVEYED: KPG °Ns y DRAWN BY: JLF /KAT CONSTRUCTION CHANNELIZATION LEGEND I $ DESIGN BY: JLF DOUBLE YELLOW CENTER LINE TRAFFIC SAFETY DRUMS WITH LIGHT CHECK BY: JIG IQ 41� MAXIMUM EXTENTS OF WORK ZONE PROJ MGR: JF EDGE LINE BUSINESS OPEN DURING CONSTRUCTION FILE: 0655DCONST03.dwg 753 ft Avenue N 2502 Jefferson Avenue Sea61e, WA 98109 Tacoma, WA 98402 (206)286.1640 (253) 627 -0720 www,kpg.com B GENERAL CONSTRUCTION CHANNELIZATION NOTES TEMPORARY CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. O1 WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET CONSTRUCTION CHANNELIZATION LEGEND Q2 PAINTED DOUBLE YELLOW CENTER LINE TRAFFIC SAFETY DRUMS WITH LIGHT O3 PAINTED LANE LINE MAXIMUM EXTENTS OF WORK ZONE ® PAINTED EDGE LINE BUSINESS OPEN DURING CONSTRUCTION PAINTED WIDE LINE SIGN, SEE DETAIL SHEET 38. © PAINTED MEDIAN LINE - - - - - - - CONSTRUCTION LIMITS ------- DIRECTION OF TRAVEL CITY OF RENTON BID Public Works Department DOCUMENTS APPROV @D FOR CONSTRUCTION BY:. DATE: /4�/0 Q7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUC11ON AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNEUZA11ON 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPINGT 3 4 3 0 4 6 1g PAINTED TYPE 3R ARROW RAINIER AVENUE S (SR 167) DRAWING NO. 46 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 FED AID NO. - CM0167(046) CONSTRUCTION CHANNELIZATION PLANS - STAGE 3 MEDIAN DATE: NOV 2011 STA 8 +98 TO STA 18 +00 SHEET NO. 46 OF 304 a z my v, v, O J d i `n � L7 a o � 'p o w N d U V U LA c a io N 0 M Y 1' BUFFER 2' BUFFER 11' 11' 1' BUFFER 2' BUFFER 11' 11' 11' 11' SOUTHBOUND LANE SOUTHBOUND LANE LEFT TURN LANE PROJECT NO. WORK ZONE -7 WORK ZONE - 7 - CMOI671048) DATE: 1 - - NORTHBOUND LANE NORTHBOUND LANE NORTHBOUND LANE NORTHBOUND LANE ' w f o w I 2' 1— TRAFFIC SAFETY DRUMS WITH LIGHT SECTION C -C 1' BUFFER 2' BUFFER 11' 11' 11' 2' 1— TRAFFIC SAFETY DRUMS WITH LIGHT 1' BUFFER 2' BUFFER 11' 11' SOUTHBOUND LANE SOUTHBOUND LANE LEFT TURN LANE PROJECT NO. TED403430 WORK ZONE - 7 - CMOI671048) DATE: NOV 2011 NORTHBOUND LANE NORTHBOUND LANE 9 0 ' w f o w -.I 2' 1— � 2' F-- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION D -D 11-1x11 SURVEYED: KPG 'OS�4�GIA COg�2 DRAWN BY: JLF /KAT _ o �' DESIGN BY: JLF N CHECK BY: JG bP 20320 G� ,n 1 T 1. PROJ MGR: JF �ow REVISION DESCRIPTION BY APP. DATE c FILE: 0655DCONST03.dwg Kpca 7539th Avenue N 2502 Jefferson Avenue Seattle, WA 96109 Tacoma, WA 98402 (206)28 &1640 (253) 627 -0720 vrun¢kpg.oem YUK btNtKAL GUNJIKUUIIUN I:HANNLLILAIIUN NUItJ, Jtt JNttl CONSTRUCTION CHANNELIZATION LEGEND _rT__rT__rT TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL PLAN 0 20 40 80 120 SCALE IN FEET T- 3430341 `3 } CITY OF FENTON BID M` Public Works Department DOCUMENTS APPROV D FOR CONSTRUCTION BY: ----) DATE:�X. �mrvrv+n I v"Mill 1 wn Iw 1 V-*j O1 WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE O5 PAINTED WIDE LINE © PAINTED MEDIAN LINE (D PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNELIZATION 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING ig PAINTED TYPE 3R ARROW RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CONSTRUCTION CHANNELIZATION PLANS - STAGE 3 MEDIAN STA 18 +00 TO STA 30 +50 47 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CMOI671048) DATE: NOV 2011 SHEET NO. 47 OF 304 z �y h v, /v a O c J ' �0 J 0 I� 9 0 ' w f o w O N Y y 0 V i z 0 z w i 0 w C) C) rr f L 7 ti a 1' BUFFER 2' BUFFER 11' 11' 1' BUFFER 2' BUFFER 11' 11' 11' SOU LA LANE SOUTHBOUND WORK ZONE LEFANERN NORTHBOUND NORANOUND ---12' 1— TRAFFIC SAFETY DRUMS WITH LIGHT SECTION E -E ---12' TRAFFIC SAFETY DRUMS WITH LIGHT GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND PLAN 0 20 40 80 SCALE IN FEET MEL TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. CONSTRUCTION LIMITS DIRECTION OF TRAVEL TEMPORARY CHANNELIZATION NOTES I i J r c .J J L Q 1O WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE Q3 PAINTED LANE LINE ® PAINTED EDGE LINE Q5 PAINTED WIDE LINE © PAINTED MEDIAN LINE Q7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP UNE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNEUZATION 17 PAINTED TYPE 1 ARROW 120 Tm343048 19 PANTED RTYPER30RSARROW TRIPING 0 SO , 11 -iC71 SURVEYED: KPG ��� RAINIER AVENUES SR 167 DRAWING NO. 48 S4' vA 00'e DRAWN BY: JLF /KAT °i '} CITY OF FXNTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID — Public Works Department — 75391h AvenueN 2502 Jefferson Avenue FED AID NO. - CM0167(048) CHECK BY: JG Seatle,WA961D9 Taooma,WA96402 DOCUMENTS CONSTRUCTION CHANNELIZATION PLANS - STAGE 3 MEDIAN 20320 y¢a (206 266 -1640 253 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF ( I 'oNAL tiN { "'w"'kpg`oin Bv: / DATE: / ,�,� /G STA 30 +50 TO STA 42 +50 SHEET NO. 48 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DCONST03.dwg x a z` n a n /1/ O J ' i o � � w D K 0 N O G 1 0 3 M 0 N z C) U 0 0 c 0 U 3 0 i z c� w 0 / 0 Y DIAMOND LIL'S a 1 C f FIRESTONE / 5 J ' 3 \/ / TACO BELL/ / / 11' / I I I I I I I I I I I t I I I I 1 1 1 - - -11 1 F WALGREENS 1 w 1 ---------- - - - - -- !I wn n `&\ nig II mmE ::���� IlilUillllmr . 7 11 ' a 18 y 1 \ \ IC \ - SHELL STATION \ 1, BUFFER 2' BUFFER 11' 12' WALKER'S RENTON SUBARU F SAFEWAY 1' BUFFER 2' BUFFER 11' 11 THRU -RIGHT LANE SOUTHBOUND LANE LEFT TURN LANE WORK ZONE NORTHBOUND LANE NORTHBOUND LANE ---12' 1— -.1 2' F-- TRAFFIC SAFETY TRAFFIC SAFETY DRUMS WITH LIGHT DRUMS WITH LIGHT SECTION F -F MIDAS PIZZA HUT I r -- I RAINIER AVE S no TACO TIM 5, GENERAL CONSTRUCTION CHANNELIZATION NOTES FOR GENERAL CONSTRUCTION CHANNELIZATION NOTES, SEE SHEET 37. CONSTRUCTION CHANNELIZATION LEGEND TRAFFIC SAFETY DRUMS WITH LIGHT MAXIMUM EXTENTS OF WORK ZONE BUSINESS OPEN DURING CONSTRUCTION SIGN, SEE DETAIL SHEET 38. - - - - - - - CONSTRUCTION LIMITS DIRECTION OF TRAVEL T- 343049 PLAN 0 20 40 80 120 SCALE IN FEET TEMPORARY CHANNELIZATION NOTES �1 WORKZONE BARRIER, SEE CONSTRUCTION STAGING LEGEND, THIS SHEET O2 PAINTED DOUBLE YELLOW CENTER LINE O3 PAINTED LANE LINE ® PAINTED EDGE LINE O5 PAINTED WIDE LINE © PAINTED MEDIAN LINE O7 PAINTED TYPE 2L ARROW ® PAINTED TWO -WAY LEFT TURN LINE 10 PAINTED DOTTED EXTENSION LINE. 11 PAINTED STOP LINE. 12 PAINTED TYPE 2R ARROW 13 EXISTING CROSSWALK STRIPING TO REMAIN 14 MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS 15 FOR SIGNAL INSTALLATION, MODIFY RIGHT TURN LANE CONSTRUCTION CHANNELIZATION AND PROVIDE TRAFFIC SAFETY DRUMS WITH LIGHT TO ACCOMMODATE SIGNAL CONSTRUCTION AND AS NECESSARY TO PROTECT NEW SIGNAL EQUIPMENT ONCE CONSTRUCTED. 16 REMOVE EXISTING CROSSWALK OR CHANNEUZATION 17 PAINTED TYPE 1 ARROW 18 TEMPORARY CROSSWALK STRIPING 1g PAINTED TYPE 3R ARROW n -sari SURVEYED: KPG 1054'eX Owe y °�.y2 DRAWN BY: JLF /KAT Kp� M CITY OF FENTON RAINIER AVENUE S (SR ST DRAWING NO. 49 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 w 4 DESIGN BY: JLF 75396,AvenueN 2562 Jefferson Avenue BID Public Works Department CHECK BY: JG Seate,WA98109 Twoma,WA98402 DOCUMENTS CONSTRUCTION CHANNELIZATION PLANS - STAGE 3 MEDIAN FED AID NO. -C OV2011 (266)286.1640 253 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF tw1w. cum ( ) BY: -_ DATE: n�11e STA 42 +50 TO STA 51 +00 SHEET NO. 49 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DCONST03.dwg � z my a a m o J ' v A n K w a .p � w O N O 0 1 a 3 Y SR LEGEND EXISTING 0 o• 1 ►_a 1w _� r 11 CONSTRUCTION NOTES NEW DESCRIPTION 1 FURNISH AND INSTALL VEHICLE DETECTION VIDEO CAMERA SYSTEM INCLUDING FURNISHING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY a� SIGNAL POLE O USE ON EXISTING SIGNAL SYSTEM. UPON REMOVAL OF EXISTING SIGNAL SYSTEM, VIDEO DETECTION SYSTEM SHALL BE RELOCATED TO NEW SIGNAL POLE • SIGNAL POLE TYPE I OR PS PER SIGNAL PLANS. FOR PERMANENT WIRING, SEE SIGNAL PLANS. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. 90 DECORATIVE ROADWAY LUMINAIRE O RELOCATE EXISTING VEHICLE SIGNAL HEAD AND CENTER ON APPROACH LANE. FOR TEMPORARY SIGNAL HEAD LOCATIONS ON MAST ARMS, USE ARM LUMINAIRE MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. VEHICLE SIGNAL HEAD ® REMOVE EXISTING LEFT TURN VEHICLE SIGNAL HEAD. FURNISH AND INSTALL OPTICALLY PROGRAMMABLE 3- SEC1ION VEHICLE SIGNAL HEAD (RED ARROW, VEHICLE SIGNAL HEAD YELLOW ARROW, GREEN ARROW) AT THE END OF THE MAST ARM. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATION SHALL (LEFT OR RIGHT TURN) BE APPROVED BY ENGINEER IN THE FIELD. TENON (FUTURE HEAD LOCATION) 0 VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. �«► PEDESTRIAN SIGNAL HEAD ® INSTALL THROUGH MOVEMENT VEHICLE SIGNAL HEAD (CIRCULAR RED, CIRCULAR YELLOW, CIRCULAR GREEN) IN TEMPORARY LOCATION. ALIGN SIGNAL EVPE HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE 4 MAST ARM /POLE MOUNTED SIGN FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. ® ELECTRICAL SERVICE CABINET 12 FOR INSTALLATION AND LOCATION OF SIGNAL POLE, SEE SIGNAL PLANS. m TRAFFIC CONTROLLER CABINET t3 FURNISH AND INSTALL VIDEO DETECTION CAMERA SYSTEM IN EXISTING TRAFFIC CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN INTERCONNECT CABINET OPERATION. UPON DEACTIVATION OF EXISTING SIGNAL SYSTEM, RELOCATE VIDEO DETECTION CAMERA SYSTEM TO NEW TRAFFIC CONTROLLER CABINET. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. OXI ITS CABINET 15 FURNISH AND INSTALL OPTICALLY PROGRAMMABLE 3- SECTION VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) AT THE END OF VEHICLE DETECTION CAMERA THE MAST ARM. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATION SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. a PTZ OR RED LIGHT RUNNING CAMERA 1B PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. 8 0 0 JUNCTION BOX TYPE 1, 2, 8 18 APPROXIMATE LOCATION OF POWER SOURCE FOR EXISTING SIGNAL SYSTEM. SHOWN FOR REFERENCE ONLY. VERIFY LOCATION WITH CITY OF RENTON WORK ZONE TRANSPORTATION MAINTENANCE DEPARTMENT. 19 PROTECT PROPOSED SIGNAL EQUIPMENT LOCATED WITHIN THE TRAVEL LANE WITH CONSTRUCTION BARRIER DURING CONSTRUCTION. PROVIDE OPENING IN 7- CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. RAINIER AVE S 7 G N STAGE 1 TEMPORARY SIGNAL PLAN 19 —12 m GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 2. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLANS. 3. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT /WIRING DURING CONSTRUCTION. 4. TEMPORARY SIGNAL HEAD INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 5. TEMPORARY VIDEO DETECTION CAMERA SYSTEMS SHALL BE FURNISHED AND INSTALLED FOR ALL APPROACHES BY THE CONTRACTOR. 6. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIANS. 7. FOR CONDUIT /WIRING, SEE SIGNAL PLANS. 8. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS. 9. COORDINATE NIGHT WORK WITH CITY OF RENTON TRAFFIC SIGNAL TECHNICIAN 10.TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON SIGNAL TECHNICIANS. SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: INITIALLY, USE EXISTING SIGNAL POLES AND EQUIPMENT. MAKE TEMPORARY MODIFICATIONS AND PROVIDE ADDITIONAL EQUIPMENT PER THIS TEMPORARY SIGNAL PLAN. WHEN NEW SIGNAL EQUIPMENT IS AVAILABLE, CONSTRUCT NEW SIGNAL SYSTEM PER SIGNAL PLANS. FOR TEMPORARY MODIFICATIONS TO NEW SIGNAL SYSTEM SEE THIS TEMPORARY SIGNAL PLAN. ACTIVATE NEW AND REMOVE EXISTING SIGNAL SYSTEM. STAGE 2: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAL PLAN. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE TEMPORARY CHANNELIZATION (NOT SHOWN IN CONSTRUCTION SIGNALIZATION PLANS). COORDINATE SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FILED. AT THE END OF THIS STAGE MODIFY TEMPORARY SIGNAL SYSTEM TO FINAL CONFIGURATION AS SHOWN ON SIGNAL PLANS. 0 5 10 20 40 60 SCALE IN FEET Q T=343050 in I , RAINIER AVE S EXISTING OR NEW TRAFFIC SIGNAL SYSTEMS SHALL REMAIN FULLY OPERATIONAL DURING.CONSTRUC' SHALL BE-DONE AT NIGI POLICE OFFICER SHALL TRAFFIC DURING THE CI :4 o ----- - - - - -- -- — — — — — — — — — — — 15 TYP \ 8 EI 111111111111111111111111111111111° �` -� ���� 1 �/ . N STAGE 2 TEMPORARY SIGNAL PLAN a z �ya m ti O N o� a < w a< 'p o w N O 11 -14 -11 1P oCIvGgNr I' Rr o — x � 3r E4 �� ��OxAL tic's' SURVEYED: KPG DRAWN BY: AMK DESIGN BY: AMK CHECK BY: JC PROJ MGR: JF FILE: 0655DTEMPSIG01.dwg Kp� p BID 753 ft Avenue N 2502 Jefferson Avenue Seaft WA98109 Taooma,WA98402 DOCUMENTS (206)286-1640 (253) 627 -0720 wwwkpgmm " '� CITY OF RENTON ru Public Works Department APP OVED FOR CONSTRUCTION By DATE:/ e. � /��� RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST TEMPORARY SIGNALIZATION PLANS RAINIER AVE S & SW GRADY WAY DRAWING NO. PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 50 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �ya m ti O N o� a < w a< 'p o w N O 1 jo �M 0 3 a O N d F C N O� 3 0 / w 0 / a Y LEGEND EXISTING NEW DESCRIPTION �- SIGNAL POLE ® Kp� 7539th AvenueN 2592 Jefferson Avenue BID Sealle,WA98109 Tacoma,WA98402 DOCUMENTS (206128fr1640 (253)627 -0720 www•kpg.00m SIGNAL POLE TYPE I OR PS RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TEMPORARY SIGNALIZATION PLANS RAINIER AVE S & SW 7TH ST 90 DECORATIVE ROADWAY LUMINAIRE o x LUMINAIRE - VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) P PEDESTRIAN SIGNAL HEAD -tF --K- EVPE 4 MAST ARM /POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET ® BY INTERCONNECT CABINET DATE D ITS CABINET VEHICLE DETECTION CAMERA �a a PTZ OR RED LIGHT RUNNING CAMERA ® z 10 B ° 01 JUNCTION BOX TYPE 1, 2, 8 WORK ZONE CONSTRUCTION NOTES O RELOCATE EXISTING VEHICLE SIGNAL HEAD AND CENTER ON APPROACH LANE. FOR TEMPORARY SIGNAL HEAD LOCATIONS ON MAST ARMS, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. O COVER VEHICLE SIGNAL HEAD DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. O VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. O7 INSTALL LEFT TURN VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. ® INSTALL THROUGH MOVEMENT VEHICLE SIGNAL HEAD (CIRCULAR RED, CIRCULAR YELLOW, CIRCULAR GREEN) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. ip LOCATION OF PROPOSED SIGNAL POLE FOUNDATION. FOR PROPOSED SIGNAL DETAILS, SEE SIGNAL PLANS. CONSTRUCT SIGNAL POLE FOUNDATION PER SIGNAL PLANS. FURNISH AND INSTALL CLASS 3700# TYPE V STRAIN POLE PER WSDOT STANDARD PLAN J -7C (EXCEPT BASE PLATE SHALL MATCH BOLT PATTERN OF PROPOSED SIGNAL POLE PER BASE PLATE DETAIL, SHEET 256). FURNISH AND INSTALL TWO THROUGH MOVEMENT VEHICLE SIGNAL HEADS AND ONE LEFT TURN SIGNAL HEAD (INCREASED TO TWO LEFT TURN SIGNAL HEADS AT STAGE 2), 40OW COBRA HEAD LUMINAIRE AND ALL ASSOCIATED EQUIPMENT /WIRING FOR SPAN WIRE SIGNAL PER WSDOT STANDARD PLAN J- 15.15 -00 FOR USE DURING CONSTRUCTION. UPON COMPLETING OF STAGE 2, REMOVE STRAIN POLE AND INSTALL SIGNAL POLE PER SIGNAL PLANS. PROPOSED SIGNAL POLE SHOWN FOR REFERENCE ONLY. 11 FURNISH AND INSTALL TIMBER STRAIN POLE AND DOWN GUY WIRE AS PART OF OVERHEAD SPAN WIRE SIGNAL PER WSDOT STANDARD PLAN J- 15.15 -00. PROVIDE ALL ASSOCIATED EQUIPMENT /WIRING TO ATTACH OVERHEAD SPAN WIRE. 12 FOR INSTALLATION AND LOCATION OF SIGNAL POLE, SEE SIGNAL PLANS. 13 FURNISH AND INSTALL VIDEO DETECTION CAMERA SYSTEM IN EXISTING TRAFFIC CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN OPERATION. UPON DEACTIVATION OF EXISTING SIGNAL SYSTEM, RELOCATE VIDEO DETECTION CAMERA SYSTEM TO NEW TRAFFIC CONTROLLER CABINET. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. i6 PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. 17 RELOCATE VEHICLE SIGNAL HEADS FROM EXISTING MAST ARM TO TEMPORARY SPAN WIRE UPON CHANGEOVER TO NEW SIGNAL SYSTEM. PROVIDE ALL ASSOCIATED EQUIPMENT /WIRING PER WSDOT STANDARD PLAN J- 15.15 -00. ig APPROXIMATE LOCATION OF POWER SOURCE FOR EXISTING SIGNAL SYSTEM. SHOWN FOR REFERENCE ONLY. VERIFY LOCATION WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 2. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLANS. 3. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT /WIRING DURING CONSTRUCTION. 4. TEMPORARY SIGNAL HEAD INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 5. TEMPORARY VIDEO DETECTION CAMERA SYSTEMS SHALL BE FURNISHED AND INSTALLED FOR ALL APPROACHES BY THE CONTRACTOR. 6. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIANS. 7. FOR CONDUIT /WIRING, SEE SIGNAL PLANS. 8. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS. 9. COORDINATE NIGHT WORK WITH CITY OF RENTON TRAFFIC SIGNAL TECHNICIAN 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON SIGNAL TECHNICIANS. CONSTRUCTION NOTES SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: INITIALLY, USE EXISTING SIGNAL POLES AND EQUIPMENT. MAKE TEMPORARY MODIFICATIONS AND PROVIDE ADDITIONAL EQUIPMENT PER THIS TEMPORARY SIGNAL PLAN. WHEN NEW SIGNAL EQUIPMENT IS AVAILABLE, CONSTRUCT NEW SIGNAL SYSTEM PER SIGNAL PLANS. FOR TEMPORARY MODIFICATIONS TO NEW SIGNAL SYSTEM SEE THIS TEMPORARY SIGNAL PLAN. ACTIVATE NEW AND REMOVE EXISTING SIGNAL SYSTEM. STAGE 2: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAL PLAN. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE TEMPORARY CHANNELIZATION (NOT SHOWN IN CONSTRUCTION SIGNALIZATION PLANS). COORDINATE SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FILED. AT THE END OF THIS STAGE MODIFY TEMPORARY SIGNAL SYSTEM TO FINAL CONFIGURATION AS SHOWN ON SIGNAL PLANS. 0 5 10 20 40 60 SCALE IN FEET ig PROTECT PROPOSED SIGNAL EQUIPMENT LOCATED WITHIN THE TRAVEL LANE WITH CONSTRUCTION BARRIER DURING CONSTRUCTION. PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. ©p FURNISH AND INSTALL VEHICLE DETECTION VIDEO CAMERA SYSTEM INCLUDING FURNISHING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY USE ON EXISTING SIGNAL SYSTEM. UPON REMOVAL OF EXISTING SIGNAL SYSTEM, VIDEO DETECTION SYSTEM SHALL BE RELOCATED TO TEMPORARY SPAN WIRE LOCATION PER THESE PLANS. UPON COMPLETION OF STAGE 2 CONSTRUCTION, VIDEO DETECTION SYSTEM SHALL BE MOVED TO PERMANENT LOCATION PER SIGNAL PLANS. FOR PERMANENT WIRING, SEE SIGNAL PLANS. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. \ ys� 18 a \ \ EXISTING OR NEWT FF SIGNAL SYSTEMS SHALL RE II� NG ULLY OPERATIONAL DURI CONSTRUCTION. INTERSECTIO SIGNAL MODIFICATIONS SHALL BE DONE AT NIGHT. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGEOVER. F04 RAINIER AVE S 0 STAGE 1 TEMPORARY SIGNAL PLAN gg\\\s�� T- 343051 STAGE 2 TEMPORARY SIGNAL PLAN RAINIER AVE S z n D n ti ti Oa n a d �G W .p o w N O 0 17 -�4 -i1 �P��WGq "I s 'f- y - z 393z4 ? wa °.o rsre 'voNnL e ' SURVEYED: KPG DRAWN BY: AMK DESIGN BY: AMK CHECK BY: JC PROJ MGR: JF FILE: 06550TEMPSIG01.dwg Kp� 7539th AvenueN 2592 Jefferson Avenue BID Sealle,WA98109 Tacoma,WA98402 DOCUMENTS (206128fr1640 (253)627 -0720 www•kpg.00m `6 } CITY OF RENTON Public Works Department APPROVED FORCONSTRUCTION / BYA —1 DATE:/ / � /12 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TEMPORARY SIGNALIZATION PLANS RAINIER AVE S & SW 7TH ST DRAWING NO. 51 PROJECT NO. TED403430 FEDAIDNO. - CM0167(W DATE: NOV 2011 SHEET NO. 51 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n D n ti ti Oa n a d �G W .p o w N O 0 G 0 3 a (7 ti 0 U O C U �3 0 z w 0 .o i 0 z 0 z W U 0 LEGEND EXISTING 11c W-1r 1 ►t -t O 11 SIGNAL CONSTRUCTION STAGING NOTES NEW DESCRIPTION SIGNAL POLE • SIGNAL POLE TYPE I OR PS GO DECORATIVE ROADWAY LUMINAIRE >} Al CITY OF RENTON �` Public Works Department APPOVEDFORCONSTRUCTION BY/ /f//* `� LUMINAIRE ♦ VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) TENON (FUTURE HEAD LOCATION) PEDESTRIAN SIGNAL HEAD EVPE 4 MAST ARM /POLE MOUNTED SIGN ® ELECTRICAL SERVICE CABINET m TRAFFIC CONTROLLER CABINET INTERCONNECT CABINET ® ITS CABINET VEHICLE DETECTION CAMERA a PTZ OR RED LIGHT RUNNING CAMERA B O DI JUNCTION BOX TYPE 1, 2, 8 WORK ZONE -As ;\ STAGE is INITIALLY, USE EXISTING SIGNAL POLES AND EQUIPMENT. MAKE TEMPORARY MODIFICATIONS AND PROVIDE ADDITIONAL EQUIPMENT PER THIS TEMPORARY SIGNAL PLAN. WHEN NEW SIGNAL EQUIPMENT IS AVAILABLE, CONSTRUCT NEW SIGNAL SYSTEM PER SIGNAL PLANS. FOR TEMPORARY MODIFICATIONS TO NEW SIGNAL SYSTEM SEE THIS TEMPORARY SIGNAL PLAN. ACTIVATE NEW AND REMOVE EXISTING SIGNAL SYSTEM. STAGE 2: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAL PLAN. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE TEMPORARY CHANNELIZATION (NOT SHOWN IN CONSTRUCTION SIGNALIZATION PLANS). COORDINATE SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FILED. AT THE END OF THIS STAGE MODIFY TEMPORARY SIGNAL SYSTEM TO FINAL CONFIGURATION AS SHOWN ON SIGNAL PLANS. — — — � TYP r� CONSTRUCTION NOTES Oj FURNISH AND INSTALL VEHICLE DETECTION VIDEO CAMERA SYSTEM INCLUDING FURNISHING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY USE ON EXISTING SIGNAL SYSTEM. UPON REMOVAL OF EXISTING SIGNAL SYSTEM, VIDEO DETECTION SYSTEM SHALL BE RELOCATED TO NEW SIGNAL POLE PER SIGNAL PLANS. FOR PERMANENT WIRING, SEE SIGNAL PLANS. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. Q3 COVER VEHICLE SIGNAL HEAD DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. O VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 0 INSTALL LEFT TURN VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. ® INSTALL THROUGH MOVEMENT VEHICLE SIGNAL HEAD (CIRCULAR RED, CIRCULAR YELLOW, CIRCULAR GREEN) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. 4 MOVE EXISTING "LEFT TURN YIELD ON GREEN" FROM EXISTING TYPE I SIGNAL POLE TO EXISTING TYPE III SIGNAL POLE AS SHOWN. 12 FOR INSTALLATION AND LOCATION OF SIGNAL POLE, SEE SIGNAL PLANS. 13 FURNISH AND INSTALL VIDEO DETECTION CAMERA SYSTEM IN EXISTING TRAFFIC CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN OPERATION. UPON DEACTIVATION OF EXISTING SIGNAL SYSTEM, RELOCATE VIDEO DETECTION CAMERA SYSTEM TO NEW TRAFFIC CONTROLLER CABINET. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 16 PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. 18 APPROXIMATE LOCATION OF POWER SOURCE FOR EXISTING SIGNAL SYSTEM. SHOWN FOR REFERENCE ONLY. VERIFY LOCATION WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. RAINIER AVE S M - - - -- nTYP EXISTING OR NEW TRAFFIC SIGNAL SYSTEMS SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. INTERSECTION SIGNAL MODIFICATIONS SHALL BE DONE AT NIGHT. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGEOVER. GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 2. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLANS. 3. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT /WIRING DURING CONSTRUCTION. 4. TEMPORARY SIGNAL HEAD INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 5. TEMPORARY VIDEO DETECTION CAMERA SYSTEMS SHALL BE FURNISHED AND INSTALLED FOR ALL APPROACHES BY THE CONTRACTOR. 6. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIANS. 7. FOR CONDUIT /WIRING, SEE SIGNAL PLANS. 8. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS. 9. COORDINATE NIGHT WORK WITH CITY OF RENTON TRAFFIC SIGNAL TECHNICIAN 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON SIGNAL TECHNICIANS. RAINIER AVE S UJ i T= 343052 STAGE 2 TEMPORARY SIGNAL PLAN 0 5 10 20 40 60 SCALE IN FEET a z �y n � O N C) a ew D o w N O Z N —3 >>-ta-tt CIGgN �Po w � 0 �e F o y - z ? 393za ya SURVEYED: KPG DRAWN BY: AMK DESIGN BY: AMK CHECKBY: JC PROJ MGR: JF FILE: 0655DTEMPSIG01.dwg IKIP� 753 91h Avenue N 2502 Jefferson Avenue BID Sede,WA98109 Tacoma,WA9902 DOCUMENTS (2061286.1640 (253) 627 -0720 ww,v.kpg.oum >} Al CITY OF RENTON �` Public Works Department APPOVEDFORCONSTRUCTION BY/ /f//* `� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST TEMPORARY RAINIER AVE S & S 4TH PL DRAWING NO. 52 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 52 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y n � O N C) a ew D o w N O Z N —3 �k 0 3 W 0 Y LEGEND EXISTING NEW DESCRIPTION �.� SIGNAL POLE ® SIGNAL POLE TYPE I OR PS 90 DECORATIVE ROADWAY LUMINAIRE Oo—tt LUMINAIRE VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) �.► PEDESTRIAN SIGNAL HEAD —� EVPE MAST ARM /POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET ® INTERCONNECT CABINET OXI ITS CABINET VEHICLE DETECTION CAMERA s� a PTZ OR RED LIGHT RUNNING CAMERA ® 0 DT 8 0 DI JUNCTION BOX TYPE 1, 2, 8 WORK ZONE NOTES O2 RELOCATE EXISTING VEHICLE SIGNAL HEAD AND CENTER ON APPROACH LANE. FOR TEMPORARY SIGNAL HEAD LOCATIONS ON MAST ARMS, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. O3 COVER VEHICLE SIGNAL HEAD DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. ® REMOVE EXISTING LEFT TURN VEHICLE SIGNAL HEAD. FURNISH AND INSTALL OPTICALLY PROGRAMMABLE 3- SEC1ION VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) AT THE END OF THE MAST ARM. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. LOCATION SHALL BE APPROVED BY ENGINEER IN THE FIELD. O VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. O7 INSTALL LEFT TURN VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. 11 FURNISH AND INSTALL TIMBER STRAIN POLE AND DOWN GUY WIRE AS PART OF OVERHEAD SPAN WIRE SIGNAL PER WSDOT STANDARD PLAN J- 15.15 -00. PROVIDE ALL ASSOCIATED EQUIPMENT /WIRING TO ATTACH OVERHEAD SPAN WIRE. 12 FOR INSTALLATION AND LOCATION OF SIGNAL POLE, SEE SIGNAL PLANS. 13 FURNISH AND INSTALL VIDEO DETECTION CAMERA SYSTEM IN EXISTING TRAFFIC CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN OPERATION. UPON DEACTIVATION OF EXISTING SIGNAL SYSTEM, RELOCATE VIDEO DETECTION CAMERA SYSTEM TO NEW TRAFFIC CONTROLLER CABINET. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 14 LOCATION OF PROPOSED SIGNAL POLE FOUNDATION. FOR PROPOSED SIGNAL DETAILS, SEE SIGNAL PLANS. CONSTRUCT SIGNAL POLE FOUNDATION PER SIGNAL PLANS. FURNISH AND INSTALL CLASS 3700# TYPE V STRAIN POLE PER WSDOT STANDARD PLAN J -7C (EXCEPT BASE PLATE SHALL MATCH BOLT PATTERN OF PROPOSED SIGNAL POLE PER BASE PLATE DETAIL, SHEET 256). FURNISH AND INSTALL TWO THROUGH MOVEMENT VEHICLE SIGNAL HEADS AND ONE LEFT TURN SIGNAL HEAD, 40OW COBRA HEAD LUMINAIRE AND ALL ASSOCIATED EQUIPMENT /WIRING FOR SPAN WIRE SIGNAL PER WSDOT STANDARD PLAN J- 15.15 -00 FOR USE DURING CONSTRUCTION. UPON COMPLETING OF STAGE 2, REMOVE STRAIN POLE AND INSTALL SIGNAL POLE PER SIGNAL PLANS. PROPOSED SIGNAL POLE SHOWN FOR REFERENCE ONLY. i6 PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. 17 RELOCATE VEHICLE SIGNAL HEADS FROM EXISTING MAST ARM TO TEMPORARY SPAN WIRE UPON CHANGEOVER TO NEW SIGNAL SYSTEM. PROVIDE ALL ASSOCIATED EQUIPMENT /WIRING PER WSDOT STANDARD PLAN J- 15.15 -00. 18 APPROXIMATE LOCATION OF POWER SOURCE FOR EXISTING SIGNAL SYSTEM. SHOWN FOR REFERENCE ONLY. VERIFY LOCATION WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. i 12 3 16 7 16 RAINIER AVE S _ 13 4 — — — 5 TYP 17 =�=A — — — — — — — — — — — — vi 11,111111 ?�l o 12 � .: ❑ M N 14 � 71 STAGE 1 TEMPORARY SIGNAL PLAN m 77 EXISTING NEW TRAFFIC SIGNAL SYSTEMS SHALL REMAIN F UYLY OPERATIONAL DURING CONSTRUCTION. INTERSECTION SIGNAL MODIFICATIONS SHALL BE DONE AT NIGHT. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGEOVER. SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: INITIALLY, USE EXISTING SIGNAL POLES AND EQUIPMENT. MAKE TEMPORARY MODIFICATIONS AND PROVIDE ADDITIONAL EQUIPMENT PER THIS TEMPORARY SIGNAL PLAN. WHEN NEW SIGNAL EQUIPMENT IS AVAILABLE, CONSTRUCT NEW SIGNAL SYSTEM PER SIGNAL PLANS. FOR TEMPORARY MODIFICATIONS TO NEW SIGNAL SYSTEM SEE THIS TEMPORARY SIGNAL PLAN. ACTIVATE NEW AND REMOVE EXISTING SIGNAL SYSTEM. STAGE 2: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAL PLAN. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE TEMPORARY CHANNELIZATION (NOT SHOWN IN CONSTRUCTION SIGNALIZATION PLANS). COORDINATE SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FILED. AT THE END OF THIS STAGE MODIFY TEMPORARY SIGNAL SYSTEM TO FINAL CONFIGURATION AS SHOWN ON SIGNAL PLANS. 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 2. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLANS. 3. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT /WIRING DURING CONSTRUCTION. 4. TEMPORARY SIGNAL HEAD INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 5. TEMPORARY VIDEO DETECTION CAMERA SYSTEMS SHALL BE FURNISHED AND INSTALLED FOR ALL APPROACHES BY THE CONTRACTOR. 6. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIANS. 7. FOR CONDUIT /WIRING, SEE SIGNAL PLANS. 8. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS. 9. COORDINATE NIGHT WORK WITH CITY OF RENTON TRAFFIC SIGNAL TECHNICIAN 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON SIGNAL TECHNICIANS. T- 343053 ©0 FURNISH AND INSTALL VEHICLE DETECTION VIDEO CAMERA SYSTEM INCLUDING FURNISHING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY USE ON EXISTING SIGNAL SYSTEM. UPON REMOVAL OF EXISIING SIGNAL SYSTEM, VIDEO DETECTION SYSTEM SHALL BE RELOCATED TO TEMPORARY SPAN WIRE LOCATION PER THESE PLANS. UPON COMPLETION OF STAGE 2 CONSTRUCTION, VIDEO DETECTION SYSTEM SHALL BE MOVED TO PERMANENT LOCATION PER SIGNAL PLANS. FOR PERMANENT WIRING, SEE SIGNAL PLANS. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. STAGE 2 TEMPORARY SIGNAL PLAN ti -�4 -17 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 53 CIGq �P o nsy J"Y DRAWN BY: AMK Kp� Al '} CITY OF RENTON DESIGN BY: AMK BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y — 7539t Avenue N 2502 Jefferson Avenue FED AID NO. - CM0167(0481 CHECK BY: JC Seafi,WA98109 TacomaAA98402 DOCUMENTS ROVE 9 y� APPROVED FOR CONSTRUCTION TEMPORARY SIGNALIZATION PLANS �.,n crsrs 39324 Q' PROJ MGR: JF (296)286.1640 (253) 627 -0120 DATE: NOV 2011 c � www.Y�.oDm BY: DATE:r 2 RAINIER AVE S & S 3RD PL SHEET NO. 53 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTEMPSIG01.dwg LLL z �y m /y rn O J N0 � w� i o W o O 0 y IN �i 0 N Y LEGEND EXISTING NEW DESCRIPTION p— CP-- SIGNAL POLE ® • SIGNAL POLE TYPE I OR PS GC DECORATIVE ROADWAY LUMINAIRE OO-n LUMINAIRE p —► VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) - TENON (FUTURE HEAD LOCATION) PEDESTRIAN SIGNAL HEAD EVPE MAST ARM /POLE MOUNTED SIGN ® ® ELECTRICAL SERVICE CABINET ® m TRAFFIC CONTROLLER CABINET E2 INTERCONNECT CABINET FITS-1 ITS CABINET Mill VEHICLE DETECTION CAMERA 6s:m a PTZ OR RED LIGHT RUNNING CAMER/ 00111 9 0 01 JUNCTION BOX TYPE 1, 2, 8 AM RAINIER AVE S SIGNAL CONSTRUCTION STAGING NOTES STAGE 1: INITIALLY, USE EXISTING SIGNAL POLES AND EQUIPMENT. MAKE TEMPORARY MODIFICATIONS AND PROVIDE ADDITIONAL EQUIPMENT PER THIS TEMPORARY SIGNAL PLAN. WHEN NEW SIGNAL EQUIPMENT IS AVAILABLE, CONSTRUCT NEW SIGNAL SYSTEM PER SIGNAL PLANS. FOR TEMPORARY MODIFICATIONS TO NEW SIGNAL SYSTEM SEE THIS TEMPORARY SIGNAL PLAN. ACTIVATE NEW AND REMOVE EXISTING SIGNAL SYSTEM. STAGE 2: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS PER THIS TEMPORARY SIGNAL PLAN. STAGE 3: OPERATE NEW SIGNAL SYSTEM WITH TEMPORARY MODIFICATIONS TO ACCOMMODATE TEMPORARY CHANNELIZATION (NOT SHOWN IN CONSTRUCTION SIGNALIZATION PLANS). COORDINATE SIGNAL HEAD PLACEMENT WITH THE ENGINEER IN THE FILED. AT THE END OF THIS STAGE MODIFY TEMPORARY SIGNAL SYSTEM TO FINAL CONFIGURATION AS SHOWN ON SIGNAL PLANS. ih�IIiiIiiiiil 0 5 10 20 40 60 SCALE IN FEET /r STAGE 1 TEMPORARY SIGNAL PLAN CONSTRUCTION NOTES Oj FURNISH AND INSTALL VEHICLE DETECTION VIDEO CAMERA SYSTEM INCLUDING FURNISHING ALL ASSOCIATED EQUIPMENT AND WIRING FOR TEMPORARY USE ON EXISTING SIGNAL SYSTEM. UPON REMOVAL OF EXISTING SIGNAL SYSTEM, VIDEO DETECTION SYSTEM SHALL BE RELOCATED TO NEW SIGNAL POLE PER SIGNAL PLANS. FOR PERMANENT WIRING, SEE SIGNAL PLANS. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. O VIRTUAL VEHICLE DETECTION ZONE. SHOWN FOR REFERENCE ONLY. FINAL NUMBER OF ZONES AND ZONE LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. © FURNISH AND INSTALL TEMPORARY LEFT TURN VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) ON EXISTING MAST ARM. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. O7 INSTALL LEFT TURN VEHICLE SIGNAL HEAD (RED ARROW, YELLOW ARROW, GREEN ARROW) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. ® INSTALL THROUGH MOVEMENT VEHICLE SIGNAL HEAD (CIRCULAR RED, CIRCULAR YELLOW, CIRCULAR GREEN) IN TEMPORARY LOCATION. ALIGN SIGNAL HEAD WITH CENTER OF APPROACH LANE. IF MAST ARM DOES NOT HAVE AVAILABLE TENON, USE ARM MOUNT 'TYPE N' PER WSDOT STANDARD PLAN J- 75.20 -00. PROVIDE ADDITIONAL 5C WIRING TO TERMINAL CABINET AS NEEDED. TEMPORARY LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE FIELD. FOR FINAL SIGNAL HEAD CONFIGURATION, SEE SIGNAL PLANS. 12 FOR INSTALLATION AND LOCATION OF SIGNAL POLE, SEE SIGNAL PLANS. 13 FURNISH AND INSTALL VIDEO DETECTION CAMERA SYSTEM IN EXISTING TRAFFIC CONTROLLER CABINET WHILE EXISTING SIGNAL SYSTEM REMAINS IN OPERATION. UPON DEACTIVATION OF EXISTING SIGNAL SYSTEM, RELOCATE VIDEO DETECTION CAMERA SYSTEM TO NEW TRAFFIC CONTROLLER CABINET. COORDINATE WORK WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 16 PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. 18 APPROXIMATE LOCATION OF POWER SOURCE FOR EXISTING SIGNAL SYSTEM. SHOWN FOR REFERENCE ONLY. VERIFY LOCATION WITH CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT. 19 PROTECT PROPOSED SIGNAL EQUIPMENT LOCATED WITHIN THE TRAVEL LANE WITH CONSTRUCTION BARRIER DURING CONSTRUCTION. PROVIDE OPENING IN CONSTRUCTION BARRIER FOR PEDESTRIAN ACCESS TO PEDESTRIAN PATHWAYS AND PUSH BUTTONS. _ RAINIER Aye S EXISTING OR NEW TRAFFIC SIGNAL SYSTEMS SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. INTERSECTION SIGNAL MODIFICATIONS SHALL BE DONE AT NIGHT. UNIFORMED POLICE OFFICER SHALL DIRECT TRAFFIC DURING THE CHANGEOVER. _RAINIER AVE S ,0# 1 19 A / CO CO GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS TO PUSH BUTTONS DURING CONSTRUCTION. EASE OF ACCESS SHALL MEET OR EXCEED CURRENT CONDITIONS. 2. CONTRACTOR SHALL COORDINATE ALIGNMENT OF EXISTING AND TEMPORARY SIGNAL HEADS WITH CITY OF RENTON SIGNAL TECHNICIAN IN THE FIELD. FOR FINAL SIGNAL HEAD ASSIGNMENTS AND PHASING DIAGRAM, SEE SIGNAL PLANS. 3. CONTRACTOR SHALL PROTECT SIGNAL CONTROLLER CABINET AND ALL ASSOCIATED CONDUIT /WIRING DURING CONSTRUCTION. 4. TEMPORARY SIGNAL HEAD INSTALLATIONS SHALL BE INSTALLED SUCH THAT NO PERMANENT MODIFICATIONS ARE MADE TO THE PERMANENT SIGNAL EQUIPMENT. WIRING SHALL BE ACCESSED THROUGH HANDHOLES. DRILLING THROUGH SIGNAL POLE OR MAST ARM IS NOT ALLOWED. 5. TEMPORARY VIDEO DETECTION CAMERA SYSTEMS SHALL BE FURNISHED AND INSTALLED FOR ALL APPROACHES BY THE CONTRACTOR. 6. SIGNAL CONTROLLER MODIFICATION SHALL BE PERFORMED IN THE PRESENCE OF CITY OF RENTON SIGNAL TECHNICIANS. 7. FOR CONDUIT /WIRING, SEE SIGNAL PLANS. 8. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION CHANNELIZATION PLANS. 9. COORDINATE NIGHT WORK WITH CITY OF RENTON TRAFFIC SIGNAL TECHNICIAN 10. TEMPORARY INTERCONNECT WIRELESS RADIOS AND PTZ CAMERAS WILL BE INSTALLED BY CITY OF RENTON SIGNAL TECHNICIANS. ff Yi 3�� / I � l I i 5TYP \ \ \ \ , yY T= 343054 STAGE 2 TEMPORARY SIGNAL PLAN 11-14-11 SURVEYED: KPG ,e'ly CIG A, Kp� �� '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 54 a DRAWN BY: AMK S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 F _ z DESIGN BY: AMK 7539th Avenue 2502 Jefferson Avenue BID Public Works Department J vsza , CHECK BY: JC Seade,WA98109 Tacoma,WA9402 DOCUMENTS APPROVDFORCONSTRUCTION TEMPORARY SIGNALIZATION PLANS FED AID NO. - CM0167(0 rs PROJ MGR: JF (206)261640 (253) 627 -0720 46) DATE: NOV 2011 www.kpg'can BV: DATE � RAINIER AVE S & S SUNSET BLVD SHEET NO. sa of aoa NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTEMPSIG01.dwg a z by M� �O a d� a K , ` off/ N �i I t , -� Q `t �( — - ��!,� 27 28 a, 8 10 ' +r:^ LE 1 A S –,V,,. _ ,i �,d) BARK V \�� �� ,., — -- N`-8' –HIGH DECIDUUI,S ItYP) YANKEE 1 p �, L\ GRILL � ;, A ��`� \V�� \ ` 11. � E- ' - �� Fly ° nNC SOUND FORD �.G F ,D"I cD LN �uu i IN 1 -3 L OAAA c �G NUMBER REVISION DESCRIPTION BY APP. DATE 70NAL w w x N 0 0 cV Q H (n W Z J 2 U F-- Q PLAN 0 5 10 20 40 60 SCALE IN FEET DRAWN BY: KPG Kp� 'r CITY OF RENTON DESIGN BY: KPG 75390t AvenueN 2502 Jefferson Avenue BID Public Works Department CHECKBY: JLF Seate,WA98109 Tacolna,WA9MO2 DOCUMENTS APPROV D FOR CONSTRUCTION 81 (206)286.1640 (253)627 -0720 93 PROJ MGR: JF FILE: 0655DEXCON.dwg 104 BY�" DATE:��2 114 WATER PLAN 132 GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. T= 343055 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNEUZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST EXISTING CONDITIONS STA 8 +98 TO STA 12 +00 z �y m �O �N �a o � �C W ^C O O H DRAWING NO. 55 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 55 OF 304 z �y m �O �N �a o � �C W ^C O O H WE 0 Y N - -- — N Z , s S 13 - RAINIER AVE S — - -- - - -- �' --- --- ___ - -= =tea= - __-- °- h �) — 1— - W ;1 6 re 2T<4 RIII 6 'j auc �sDiJ i 2? SOUND FORD ;96' " ";:: L. ^9.s N..2" cork CONFIRMED LM',' ° INT T< - 1.7' g' rr,lac Iaw_1►1 0 5 10 20 40 SCALE IN FEET :P GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. T- 343056 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 G I A O. & 71 -14 -11 SURVEYED: KPG r H- RAINIER AVENUE S (SR 167) DRAWING NO. 56 SOS 4� wn yO.y2 DRAWN BY: KPG Kp� R 3 CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 — o�=` DESIGN BY: KPG 753MAvenueN 2502 Jefferson Avenue BID Public Works Department y CHECK BY: JLF Seat6e,WA98109 Tacoma,WA98402 DOCUMENTS EXISTING CONDITIONS FED AID NO. - CM0167(048) P 20320 y APPROVED FOR CONSTRUCTION � rsren l�� PROJMGR: JF (206)286 -1640 (253) 627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE 7pNAL FILE: 0655DEXCON.dwg wvrvi kpg mm BY: ' DATE: I'1ally STA 12 +00 TO STA 15 +50 SHEET NO. 56 OF 304 D z `m a GI �O �N N C) 0,;o *-► a � � w O � Q N N Y tr+ 17 7 Y fj0 wr n >v C n- BEST PHO & THAI 26 " n _ v III e _ _ "- 2 749 +78.86 — — — — 1 yl P 17 _ 18 � 1— _ LLJ 2 — w � 7 19 2 2 RAINIER AVE S o Co CN Z _ 24 / LLJ _ �� 24 �� � r�z�--� J 'zfJ J'7 ��P/ 7 / �../ _HIGH._ -- �� R'M 25 07 —..- / ScRVICE" W/ 6 CNLk �r��� � �/ A_ P 02 0 I 2- .�.� ARd / fC.; �.,' 24 <o•, _ I E 21 7 ; 2, / CP CONC l "M 24 63' I H CONC �I LR�� 4.26 27 6' . <:o \ SOUND FORD 0, /' Jc so CONG con;c HII IuEAR�� r, WALKER'S RENTON SUBARU 11 -1411 SURVEYED: KPG SOSF'4�OwAyO�y2 DRAWN BY: KPG Kp� 'r CITY OF P ENTON DESIGN BY: KPG 75391hAuenueN 2502 Jefferson Avenue BID Public Works Department y CHECK BY: JLF Seattle,WAMID9 Tacoma,WA98162 DOCUMENTS '•f 20320 2`r APPR D FOR CONSTRUCTION crs ew $w PROD MGR: JF ( kpg.00m (253) 627 -0720 'DER REVISION DESCRIPTION BY APP. DATE ANAL FILE: 0655DEXCON.dwg DATE: Il�h GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. U- I 0 5 10 20 40 60 SCALE IN FEET T- 343057 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST EXISTING CONDITIONS STA 15 +50 TO STA 20 +00 57 CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST EXISTING CONDITIONS STA 15 +50 TO STA 20 +00 a D 57 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 57 OF 304 a D z ay '< m F•r•j /r O �C) J C) I� d` y, T O W fn O i 0 N N W i Q .o 0 0 z 0 w v w O rr CL MATCH LINE SHEET 67 CU N PL 1 r 1 -.\ SS I � AI 2 07 i Ql� ' i L Lt , 22.0' S4V ".2° GOP +G f . ! .i E 21 ,1), i '2 0 / ' {" � j fiARK IA6' _ J r.7 /POvt —� _r �� LA \ r z i LFEL r 55 LES SCHWAB ,HIV( C 27_1' 1 Jc, ti COW, A \��.�',d '2 )NI, x;11 �r,y \ T o � – — SCION BOB BRIDGE SCION I.L NCr LS'. -it .� 6 PC r s f lc CONIC rn w w x 0 LO N Q w z x U H Q PLAN GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. 0 5 10 20 40 60 SCALE IN FEET T=343058 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 z n D tsf ti O m � �L a o � -C ^y O �O SOS4'4X GwA COBy17" H oN' '? 20320 q`e crsrs l��' 20h1� SURVEYED: KPG DRAWN BY: KPG DESIGN BY: KPG CHECK BY: JLF PROJ MGR: JF FILE: 0655DEXCON.dwg Kp� 753%AvenueN 2502 Jefferson Avenue BID Seade,WA96109 Tacema,WA98402 DOCUMENTS (206128 &1640 (253) 627 -0720 wwwkpgoom ''� CITY OF RENTON Public Works Department APPROV D FOR CONSTRUCTION BY: _ DATE: /V//f. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST EXISTING CONDITIONS STA 20 +00 TO STA 24 +50 DRAWING NO. JS PROJECT NO. TED40MO FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 58 OF 304 INUMBERI REVISION DESCRIPTION BY APP. DATE z n D tsf ti O m � �L a o � -C ^y O �O _ 9 01i r 0 3 z O C) x w a 0 Ho .i i 3 0 i z c; w i a d .a 0 i z 0 z w i U w 0 O o% BROWN BEAR CAR WASH GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. C) PLAN - i L,J _ . - -. 2 ~\ - °o 4. Q 26 27 i r l-r T ii��7 ,I .� ( 2> n) - - - RA -- INTER AVE S _ _ —27 -- J L d F \� �( Jar,; I - � — -�• i V�1„� �' �." , :✓' 28— J.n\ CG , \ 27 KFC ror� \ BOB BRIDGE SCION IHOP 0 5 10 20 40 60 SCALE IN FEET T= 343059 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 4g GIA00 17 -7 -71 SURVEYED: KPG ��� Al RAINIER AVENUE S (SR 167) DRAWING NO. 59 �'A 892 DRAWN BY: KPG �� >j- CI 1 OF FLF_ l OLV o =�` DESIGN BV: KPG gip ME S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 153MAvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) re CHECKBY: JLF Seade,WA98109 Taooma,WA98462 DOCUMENTS EXISTING CONDITIONS '9 x 20320 y`r APPROVED FOR CONSTRUCTION ,n crs PROJ MGR: JF (206)266.1640 (253)627 -0120 DATE: NOV 2017 � � NUMBER REVISION DESCRIPTION BY APP. DATE �'vONnc FILE: 0655DEXCON.dwg www kU9 Wm BV: N14 -) DATE: /AO -Z STA 24 +50 TO STA 29 +00 SHEEP NO. 59 OF 304 z n ti O J n � n 6.A d -t -aC o w N O 0 N 0 N 3 a z O U x w 0 i U a 0 U �3 F, D z w i Y h N �- hQ LITHIA MAZATLAN 77 30 -1 E CHRYSLER i m RIGHT OF WAY PLANS 12 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN w ALIGNMENT PLAN w s' i 1z -10 DRAINAGE PLANS 109 b- 119,120 p� 31 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINA11ON PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 1 r r „ H VC Jil 7F,P :E,0'f1 MAZATLAN 77 30 -1 E CHRYSLER i 1_ re � 2 - JG UU ii 1 i 0 7. SOUTH LAKE VETERINARY U br -- ROTTOI,i �E in_5' -✓� CB 3068 _ — —_ I _ � r'l v 2�. ss � eF'< 21 N 17 =36 -48 W 22— RAI AVE S __ — - -- -- 22 F I r _ \' 24 1, . 24 JT14 nl J1.4 >,.. ti� r-1DT1 } D114 zT: 1 STORY 00L/SIUC DGk '96911 III -, I BI )G 7 , TF'_EPHONE iE 20.2' N, 12 STEEL BOOTH F. 120.2' S, 12' CONC Ip� i Lk FOOTPRINT T. t01 k 12' CONC p I RAINIER VILLAGE E— - - ➢- 22 —n h - 26 ------� tiry m RIGHT OF WAY PLANS 12 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN w ALIGNMENT PLAN w s' i 1z -10 DRAINAGE PLANS 109 b- 119,120 p� 31 137 WATER PROFILE 151 1_ re � 2 - JG UU ii 1 i 0 7. SOUTH LAKE VETERINARY U br -- ROTTOI,i �E in_5' -✓� CB 3068 _ — —_ I _ � r'l v 2�. ss � eF'< 21 N 17 =36 -48 W 22— RAI AVE S __ — - -- -- 22 F I r _ \' 24 1, . 24 JT14 nl J1.4 >,.. ti� r-1DT1 } D114 zT: 1 STORY 00L/SIUC DGk '96911 III -, I BI )G 7 , TF'_EPHONE iE 20.2' N, 12 STEEL BOOTH F. 120.2' S, 12' CONC Ip� i Lk FOOTPRINT T. t01 k 12' CONC p I RAINIER VILLAGE E— - - ➢- 22 —n h - 26 ------� tiry m RIGHT OF WAY PLANS 12 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN w ALIGNMENT PLAN w ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 N 0 u) I� V) LLI E 21 Z 'iPE l,NK'Q H J S _r 6 �H:K 6 h� \CB oGr J 2 \ i; H ,4 CONC W I,.I� — - �' " • COLUMN \ I.E 1/ ; E, I C&!c �$8 26 CaP LE 7 o S, 1 rntic M 21 .48, i; fv 1 n 6 '' . \Ca p I.E. 18 .8, N, C" CONC ' I.E. 18 V V1, 12 CONICI - ABUT�IE� - -1j -PILE CAP AUTO BODY AND PAINT \ A/c I � ELEV =17.3' \-BRIDGE X �CONC JERSEY – X _I 3ARRIER RET WAC _ ELeV AT BOTTOM 38.3' SALON RAILROAD R -O -W GENERAL NOTES 1, THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343060 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINA11ON PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 +1.1¢11 SURVEYED: KPG RAINIER AVENUE S SR 167 DRAWING NO- VO SO5w4�GAAyO892 DRAWN BY: KPG KPG'r CITY OF FENTON wu S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: KPG BID Public Works Department _ 7539thAvenueN 2502Je0ersonAvenue CHECK BY: JLF Seattle,WA98109 Tacuma,WA98402 DOCUMENTS EXISTING CONDITIONS FED AID NO. - CM0167L_ �? 20320 �¢`Y (2061286 -1640 (253)627-0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 NAti �� PROJ MGR: JF w�xa'kpgoom SHEET NO. 60 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg By ) DATE:/711y STA 29 +00 TO STA 33 +50 a z n a a� � O o n Fes+ > o K K � O N z Q O 0 N O Y O H- W W N 0 M M H !n W Z J Q �m 11&ITITI 3!-X�T7dl �1 t� 0 ' _ 1 I SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 1 ;u �C 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS A CC C 120,121 m 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES _ 27 I CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 i co i co i' � �m 11&ITITI 3!-X�T7dl �1 t� 0 ' _ 1 I g )it2 JACK IN THE BOX GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. .:'8 9183 JP PLAN , I 0 5 10 20 40 60 ,I - - 28 s SCALE IN FEET CJ � I ' _:_ t - Irl�'� III:•, I � � . -- — y 36 -RAI VE'5 - -- r 37 1 ) - D ora o ., I, l.S t , b - z ..8 L, E JCNC 4, C ! I I I _.__- cV W W S N CD 0 M I-- N SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 1 ;u �C 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 CC C 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 co co � i I � � k y 2u LC 'I i2 L INN \ Q8'_ I N, 12" CONC i )HR Y g )it2 JACK IN THE BOX GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. .:'8 9183 JP PLAN , I 0 5 10 20 40 60 ,I - - 28 s SCALE IN FEET CJ � I ' _:_ t - Irl�'� III:•, I � � . -- — y 36 -RAI VE'5 - -- r 37 1 ) - D ora o ., I, l.S t , b - z ..8 L, E JCNC 4, C ! I I I _.__- cV W W S N CD 0 M I-- N W Z J Q T- 343061 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 1 ;u �C 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 CC C 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN W Z J Q T- 343061 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS — SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 11 -1a11 SURVEYED: KPG 5054'4X GIn CO�9c' DRAWN BV: KPG Kp� �� >} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 61 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: KPG 7539th AvenueN 2502 Jefferson Avenue BID Public Works Department y CHECK BY: JLF Seal6e,WA98109 Tacoma,WA95402 DOCUMENTS EXISTING CONDITIONS FEDAIDNO. - CM0167(048) e20s3rea �Wm (206) 288.1640 253 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF www mm NUMBER REVISION DESCRIPTION BY APP. DATE L FILE: 0655DEXCON.dwg BY: A' DATE: //-?6/-//f— STA 33 +50 TO STA 38 +00 SHEET NO. 61 OF 304 a a z bya ti rn rn Oa c J � ' !J C) 6.-+ d ' 9 O 0 0 z 0 a' `1 RAINIER AVE co 1 1793 0, y V) w 2� Z_ x H 39 S W w h 9�' 4 °o N 20 -14 -38 W''. 0, y V) w 2� Z_ x H 39 S M \ 30� ®v v '�' CONC ZI y8 (1. 1 4v 1 '1 r \ 1 1` t a li EV SUB 1 SHOP � 1 n � \ H W W x 0 0 N w Z J 2 H Q 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY GENERAL NOTES SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343062 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION &SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 tl -ta4t SURVEYED: KPG OS4'4XGwnCO�y DRAWN BV: Kp� " '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 62 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: BID � Public Works Department FED AID NO. - CM0167(048) 15391h Avenue N 2502 Jefferson Avenue 20320 CHECK BY: Sealtle,098109 Tacoma, WA 98402 DOCUMENTS APP OVEDFORCONSTRUCTION EXISTING CONDITIONS 1ne PROJ MGR: JF R w (206)28 6-1640 (253) 627 -0720 DATE: NOV 2011 L1� wvnr kpg COm SHEET NO. 62 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg BY: _ -., DATE: QG11 Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z h 9�' 4 Ct; U6 ijc" -, 730 1 MCLENDON HARDWARE' ,I a >I I'� k .I .' 265h' A , -I� w, !8: ..b i '76 °LUGvED /v.'dSNL(.,'�I' Pll 0 7; -- M \ 30� ®v v '�' CONC ZI y8 (1. 1 4v 1 '1 r \ 1 1` t a li EV SUB 1 SHOP � 1 n � \ H W W x 0 0 N w Z J 2 H Q 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY GENERAL NOTES SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343062 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION &SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 tl -ta4t SURVEYED: KPG OS4'4XGwnCO�y DRAWN BV: Kp� " '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 62 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: BID � Public Works Department FED AID NO. - CM0167(048) 15391h Avenue N 2502 Jefferson Avenue 20320 CHECK BY: Sealtle,098109 Tacoma, WA 98402 DOCUMENTS APP OVEDFORCONSTRUCTION EXISTING CONDITIONS 1ne PROJ MGR: JF R w (206)28 6-1640 (253) 627 -0720 DATE: NOV 2011 L1� wvnr kpg COm SHEET NO. 62 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg BY: _ -., DATE: QG11 Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z ®v v '�' CONC ZI y8 (1. 1 4v 1 '1 r \ 1 1` t a li EV SUB 1 SHOP � 1 n � \ H W W x 0 0 N w Z J 2 H Q 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY GENERAL NOTES SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343062 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION &SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 tl -ta4t SURVEYED: KPG OS4'4XGwnCO�y DRAWN BV: Kp� " '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 62 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: BID � Public Works Department FED AID NO. - CM0167(048) 15391h Avenue N 2502 Jefferson Avenue 20320 CHECK BY: Sealtle,098109 Tacoma, WA 98402 DOCUMENTS APP OVEDFORCONSTRUCTION EXISTING CONDITIONS 1ne PROJ MGR: JF R w (206)28 6-1640 (253) 627 -0720 DATE: NOV 2011 L1� wvnr kpg COm SHEET NO. 62 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg BY: _ -., DATE: QG11 Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z 1 '1 r \ 1 1` t a li EV SUB 1 SHOP � 1 n � \ H W W x 0 0 N w Z J 2 H Q 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY GENERAL NOTES SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343062 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION &SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 tl -ta4t SURVEYED: KPG OS4'4XGwnCO�y DRAWN BV: Kp� " '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 62 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: BID � Public Works Department FED AID NO. - CM0167(048) 15391h Avenue N 2502 Jefferson Avenue 20320 CHECK BY: Sealtle,098109 Tacoma, WA 98402 DOCUMENTS APP OVEDFORCONSTRUCTION EXISTING CONDITIONS 1ne PROJ MGR: JF R w (206)28 6-1640 (253) 627 -0720 DATE: NOV 2011 L1� wvnr kpg COm SHEET NO. 62 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg BY: _ -., DATE: QG11 Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z H W W x 0 0 N w Z J 2 H Q 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY GENERAL NOTES SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343062 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION &SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 tl -ta4t SURVEYED: KPG OS4'4XGwnCO�y DRAWN BV: Kp� " '} CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 62 S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: BID � Public Works Department FED AID NO. - CM0167(048) 15391h Avenue N 2502 Jefferson Avenue 20320 CHECK BY: Sealtle,098109 Tacoma, WA 98402 DOCUMENTS APP OVEDFORCONSTRUCTION EXISTING CONDITIONS 1ne PROJ MGR: JF R w (206)28 6-1640 (253) 627 -0720 DATE: NOV 2011 L1� wvnr kpg COm SHEET NO. 62 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg BY: _ -., DATE: QG11 Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z Z STA 38 +00 TO STA 42 +00 9 z my rn a O J I N C) d ' -< w N z N _. __— _. "... (.0 v w w w N 0 o 44 4 n 43- 14- — — — — — H N c- N w- -- - - -- - - — - -- — - - - -- - - -- -- -- -- z 3p RAINIER AVE S = -- ¢ ¢ T G 2: „3F\ 3 r.C' 3E, 4 3 , cC i . )I'_ , vWaTOR 720n E 2 o. 4 P,— 31 ih P i �v 28 J' S - c 1 . CONC �rU -ly 2' 32 6 R_21,67' o ,E 33 S. 2 CONC IF ?b ` 2 N, 11" CON, \ \ .. i? 0 Cr it i' It 4.6 ^E P�1J \ _ It 28 tSU, 8" l I A A iEi /5' � R P,/(, DONUTS / IF 274 8 PVC / 0 c 4" PVGA j `'oo 2P.7' r+, s" c NC LN1 RAMP 2 I:" ANC _ 2 2 ^NC /� r TACO BELL SHELL STATION / SHELL STATION c� r „ +H t 2;. FO Wk 0 5 10 20 40 60 SCALE IN FEET GENERAL NOTES 1 - THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. T- 343063 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 ll -Ian SURVEYED: KPG S4'4W Gwq CO& DRAWN BY: KPG Kp� �a ''r CITY OF RENTON RAINIER AVENUE S (2N ST DRAWING NO. ha DESIGN BV: KPG BID Public Works Department S GRADY WAY TO S 2ND ST FEDAEIDNO. -CMO 67(048) - 75391hAvenueN 2502JeftersonAvenue b y CHECK BY: JLF Sealtle,WA98109 TaCOma,WA98402 DOCUMENTS APPROV D FOR CONSTRUCTION EXISTING CONDITIONS DATE: NOV 2011 ?� 203220 {�c PROJ MGR: JF (206) 286 -1640 (253) 627 -0720 '�orrn W .Y�.eaa BY: �// STA 42 +00 TO STA 45 +00 SHEET NO. 63 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE � FILE: 0655DEXCON.dwg � � DATE: (' Z a z �y a D n � O n � a < K O � O z MATCH LINE SHEET 68 16 EXISTING CONDITIONS . d F� / CnAA 1 •J lJ ALIGNMENT PLAN 90 ALIGNMENT PROFILE '- DRAINAGE PLANS C& 194 123,124 WATER PLAN 141 WATER PROFILE r JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES o'' PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN ye ILLUMINATION PLANS r \ IRRIGATION PLAN 291 LANDSCAPE PLAN 303 32 i _ i 47 1 C, z �i -- TINIER AVE g - -- _ Ij C(9 G v r L'ty 4��� SHFFT 68 WALKER'S RENTON SUBARU o4 s; y i \. �A JL v' zs' i 0 a h� GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343064 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS . d F� / CnAA 1 •J lJ ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS r \ IRRIGATION PLAN 291 LANDSCAPE PLAN 303 32 tai L� d GO =SHELL v L'ty 4��� SHFFT 68 WALKER'S RENTON SUBARU o4 s; y i \. �A JL v' zs' i 0 a h� GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1 -800- 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343064 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 11 -14.11 SURVEYED: KPG Gtnc RAINIER AVENUE S (SR 167) DRAWING NO. 64 094'4x wns Ogy DRAWN BY: KPG 11C 40, CITY OF RENTON S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: KPG 7539tlI AVenaeN 2502 Jefferson Avenue BID Public Works Department FED AID NO. - CM0167(0481 h z CHECK BY: JLF SeakWA98109 Taooma,WA98402 DOCUMENTS APPROVED FOR CONSTRUCTION EXISTING CONDITIONS P� IsTs �Qm PROJ MGR: JF (206)286.1640 (253) 627 -0720 DATE: NOV 2011 ♦$ NUMBER REVISION DESCRIPTION BY APP. DATE FILE: FILE: 0655DEXCON.dwg Bkpg rpm BY: /� �� DATE: 1112 STA 45 +00 TO STA 49 +00 SHEET NO. 64 OF 304 9 z z F. a� m �C AC a N c y - 1 V� 0 SUBWAY lY T-y I ♦ p f 3 � n w _ 34 U; �h I ,1 3 36 — - -- _ — " -. - -- - -- — - co , Li � ' — - (/'/ + i _— -- _ N 3-41-17 E T\ \\ o ? r,53 " u� � �- � 5� I � 51 2 I_L 34. Ln w �— - -- — — — �, ss�ri � — w RAINIE AVE S k, I ai i z 4 - -- _ 2 ¢ i— Vi c� VV I w TACO TIME III n III � i I I — I R n � ri o l �• I u ccc 1, I leoi;) 10 I� W W d' N a Z N N I � NNY'S 11 II, ,x ,.. 39 i 7 I rC rti FnA t � EN: LEF VY I as R, [i co a P"nP !4NK W � I I _ i� ;i 3g r CB .510'. -- 41111 .S2 i� /Rim 32.9 6" PVC R S 2 ti GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION, CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343065 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN 79 ALIGNMENT PLAN 91 ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 205 CHANNELIZATION & SIGNING PLAN 227 ILLUMINATION PLANS - IRRIGA11ON PLAN - LANDSCAPE PLAN - 444 < -14 SURVEYED: KPG E4�NG1q CO Kp� 09 '� CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 6rJ /n �S wn y �y DRAWN BY: KPG BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 _ o DESIGN BY: KPG 15391h AYenoeN 2502 Jefferson Avenue Public Works Department H CHECK BY: JLF SeaBe, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. - CM0167(048) a '? 20320 wa APPROVED FOR CONSTRUCTION EXISTING CONDITIONS rsTSR l$0 PROJ MGR: JF (206)286 -1640 (253)627 -0720 DATE: NOV 2011 Y NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg wwwkpgoom BY: - -) DATE: 1 (` f_ STA 49 +00 TO STA 53 +25 SHEET NO. 65 OF 304 z m a n y N O G I N n > K w o CIJ N O z a 0 N O 3 z C) LOU X LO 0 U O 0 v N 3 a / z c� w Q .a 0 UO U0 i z 0 z w U w O ins r AUTO ZONE DEVELOPMENT PAYDAY RENTON VETERINARY LOANS HOSPITAL GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. PLAN 0 5 10 20 40 60 SCALE IN FEET T- 343066 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 18 EXISTING CONDITIONS - SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN - ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS - IRRIGATION PLAN - LANDSCAPE PLAN - 11-14-11 SURVEYED: KPG OS4'4�Gwq COg9 DRAWN BY: KPG ]KIP "k J4 »»- CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 66 DESIGN BY: KPG BID ti R S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y — 753981 AuenueN 2502 JeBerson Avenue Public Works Department CHECK BY: JLF SeafBe, WA 98109 Tacoma, WA 98402 DOCUMENTS EXISTING CONDITIONS FEDAIDNO. - CM0167(046) '0? 20320 W� APPROVED FOR CONSTRUCTION PROJ MGR: JF (P )29�F 0 (2531627 -9720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE w1L FILE: 0655DEXCON.dwg BY: - &Xl DATE :�����, STA 53 +25 TO STA 57 +00 SHEET NO. 66 OF 304 z �y NO �n N D D o w N O O d; N 0 N a U X w 0 u7 y 0 rn 3 0 z rn w 0 m S2 IN�x SEATTLE \` \ ITT SUPER \SUPPLEMENT$ VA A IAZA IT TT ;a- i za�ol YT 24T — MATCH LINE SHEET 58 v , 0 5 10 20 40 60 SCALE IN FEET Y n J tr � d 2 "PLAN 21.- '2 (CONTNC)L 1 2,540 I t> GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. ��� `; �' 2. �G N, BOB BRIDGE SCION Ta \ �r \ (' 4.I 0 4c A ITT 4h` r I yr r 1 a 'N " L. i I. `IIS ?I, l UL I, _ 2G C. XER'S RENTON SUBARU >a 2�.9' N, i LEI. T- 343061 z D n � O J y y J 6.k o � K w 9C O � O z I1 -14-11 OS4'4X GwA y0�y y o�� FZrM ��� �lQNnc SURVEYED: KPG DRAWN BY: KPG DESIGN BY: KPG CHECK BY: JLF PROJ MGR: JF FILE: 0655DEXCON.dwg Kp� R 753981AvenueN 2502 Jefferson Avenue BID Seaflle, WA 96109 Tamura, WA 98402 (2061286 -1640 (253)627 -0720 DOCUMENTS µRYlk�miA " CITY OF FENTON � Public Works Department APPROV D FOR CONSTRUCTION BY: DATE: � RAINIER AVENUE S (SR 1 ST S GRADY WAY TO S 2ND ST EXISTING CONDITIONS DRAWING NO. 67 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 67 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z D n � O J y y J 6.k o � K w 9C O � O z WE 0 w i a' 0 z 0 z w i V O K 0 5 10 20 40 60 SCALE IN FEET GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS —BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES MUST BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555. 3. CONTOUR INTERVAL = 1 FT 4. UNDERGROUND UTILITY LOCATIONS ARE BASED ON RECORD DRAWINGS. 5. UNDERGROUND FIBER OPTICS ARE NOT SHOWN. r C/N i Sy 61 I /�Cb b SHELL ` STATION I� x I Ir, 5. 9 �. / 32— WALKER'S RENTON r SUBARU Pu. �1 14, r 24 CSP I OK— A ,c , ✓ / ieply 811jD & "Picill< F i c3F < y . , TC_ O GO �r I "� c'yf ix w VII �r 1 � Per iPl F OF ;A L IF J, vy �• 9 u �/ c .Y�4, 1 r T= 343068 SURVEYED: KPG SF'4�OWA CO& DRAWN BY: KPG Kp� CITY OF RENTON RAINIER AVENUE S (SR ST DRAWINGNO. 6S �o � 9 BID � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o =�' DESIGN BY: KPG Public Works Department FED AID NO. - CM0167(048) — 75391hAvenueN 2502Je8ersonAvenue CHECK BY: JLF Seatlle,WA96109 Taoama,WA96402 DOCUMENTS .201E °� Few (206)266-1640 APPROV D FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF (263)627 -0720 0 � �� /i�. EXISTING CONDITIONS �vorv,L ��� www.kpg.cam BY: � DATE: � SHEET NO. 63 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DEXCON.dwg n m G1 � O J ' �N o � � w a .p 0 0 O N Y I -405 LIMITED ACCESS ROW SITE PREPARATION NOTES O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 02 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. O5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS THROUGHOUT CONSTRUCTION. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. REVISION DESCRIPTION BY I APP.I DATE i STA 148 +77 79 (ti -.STA 148 +77.58 24 loww'dip, '�t t 1 r +� 1 3 1 1 i N YA i / 4 >( o i LSILT FIN E;�(TYP) ' /-F 1 HONDA e 4 .2 N ' " RIGHT OF WAY li :�ao' ti a \ 1 16 F v 19 22 - - - --- -- - -- -- -- ,^ -- 16 16 I- I I RAINIER AVE S Ln i 1 0 0 Y + N J 10 i 2 k PcAs \1� BLS GRILL `v Nz - �. f�` STA I,151 +02.65 n� 4\11 1 s� H,cli STA 51 +53.01v 1' 19 REMOVE CITY OF RENTON SIGN AND DELIVER TO THE CITY. COORDINATE ° N WITH THE CITY OF RENTON FOR DELIVERY. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. Q REMOVE PRIVATE BUSINESS 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SIGN AND FOUNDATION. SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. Q 37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNELIZATION AND SIGNING PLANS, SHEETS 217 -227. SHEET SURVEYED: KPG EXISTING CONDITIONS 55 G 1 CO wn ey - DRAWN BV: SOD/KAT MP� 93 DRAINAGE PLANS 104 3 114 WATER PLAN 132 � 146 JOINT UTILITY TRENCH PLAN 164 I '\ _ o 195 DESIGN BY: 2 75391hAuenueN 2502 Jefferson Avenue 228 - 282 I NM Sealte,WA98109 Tacoma,WA98402 DOCUMENTS ��s3rew I PROJ MGR: JF (206)286.1640 (253) 627 -0720 I I '1 - - CONSTRUCTION wws.kpg.00m I I I FILE: 0655DTESC01.dwg I SR 167 BEGIN PROJECT I STA 8 +98 I I - - -- - - - - - -- I I „ r` - 3 I r I STA 9 +41.58 1 — — — — — 'tip— •_;\ NKEE SITE PREPARATION NOTES O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 02 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. O5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS THROUGHOUT CONSTRUCTION. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. REVISION DESCRIPTION BY I APP.I DATE i STA 148 +77 79 (ti -.STA 148 +77.58 24 loww'dip, '�t t 1 r +� 1 3 1 1 i N YA i / 4 >( o i LSILT FIN E;�(TYP) ' /-F 1 HONDA e 4 .2 N ' " RIGHT OF WAY li :�ao' ti a \ 1 16 F v 19 22 - - - --- -- - -- -- -- ,^ -- 16 16 I- I I RAINIER AVE S Ln i 1 0 0 Y + N J 10 i 2 k PcAs \1� BLS GRILL `v Nz - �. f�` STA I,151 +02.65 n� 4\11 1 s� H,cli STA 51 +53.01v 1' 19 REMOVE CITY OF RENTON SIGN AND DELIVER TO THE CITY. COORDINATE ° N WITH THE CITY OF RENTON FOR DELIVERY. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. Q REMOVE PRIVATE BUSINESS 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SIGN AND FOUNDATION. SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. Q 37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNELIZATION AND SIGNING PLANS, SHEETS 217 -227. Rim /� �t STA 11 +62.75, 69.73' RT RIGHT OF WA �,�" SM1127460 SOUND FORD '0 . K v s PI 54 u'vrir 0 5 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 224 -235. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. PREPARATION LEGEND �ryF %EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT = x x x x BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - - - - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — RIGHT OF WAY LINES 0----0 SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343069 CORRESPONDING SHEETS CATEGORY SHEET SURVEYED: KPG EXISTING CONDITIONS 55 G 1 CO wn ey - DRAWN BV: SOD/KAT MP� 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 � 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES BID _ o 195 DESIGN BY: JLF 75391hAuenueN 2502 Jefferson Avenue 228 r 282 CHECK BY: NM Sealte,WA98109 Tacoma,WA98402 DOCUMENTS ��s3rew PROJ MGR: JF (206)286.1640 (253) 627 -0720 �$wQ w� wws.kpg.00m FILE: 0655DTESC01.dwg Rim /� �t STA 11 +62.75, 69.73' RT RIGHT OF WA �,�" SM1127460 SOUND FORD '0 . K v s PI 54 u'vrir 0 5 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 224 -235. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. PREPARATION LEGEND �ryF %EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT = x x x x BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - - - - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — RIGHT OF WAY LINES 0----0 SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343069 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 A, RAINIER AVENUES SR 167 •' >} CITY OF RENTON ( ) DRAWING NO. 69 ha S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 Public Works Department APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN FED AID NO. - CM0167(046) DATE: NOV 2011 BY %/I DATE: �, /y STA 8 +98 TO STA 12 +00 SHEET NO. 69 OF 304 z bya > m ,J � O �4�6 �C N a o K a .p 0 0 z 0 3 Y USA MINI -MART APPROXIMATE CONTAMINATED SOIL STA 13 +80.6 LIMITS - PETROLEUM BASED 59.94' LT STA 13 +23.648515 LT - = - r - 16 � 16 0 w w.� C) N r N w z J U F- ¢ RAINIER AVE S 1 ^� I , 1 SITE PREPARATION NOTES = 4 1 18 . - 16 6n• / 16 -c / I RIGHT OF WAY STA 14 +94.28, 100.60' LT l SILTJENCE (TYP) I 1 1 �1 1 1 16 � ei y it a' w 8" CCIVC PFD nT ENC 4 SOUND FORD INC l 6, 2 J 8 n; 6' N i; LOII PUNT APPROXIMATE CONSTRUCTION LIMITS 0 5 10 20 40 60 SCALE IN FEET Q1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL 8 LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD SURFACES SITE PREPARATION & TESC PLAN ENCOUNTERED BELOW THE ASPHALT. Q2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING 94 SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD DRAINAGE PROFILE PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN 147 EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING 196 SURFACE REMOVAL LIMITS. 5O REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. Q7 REMOVE ROCKERY. Q9 PROTECT BUILDING. U PRESERVE AND PROTECT EXISTING STRUCTURE. 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. © REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3� SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNELIZATION AND SIGNING PLANS, SHEETS 217 -227. w 0 u� z J U GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE, 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUC11ON THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 224 -235. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. SITE PREPARATION LEGEND 0 EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT x ... _ .. BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY L ( INLET PROTECTION ��•�� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES o O SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343010 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 gGWAy °gy 11 -1411 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 70 o�w4 DRAWN BY: SOD /KAT CITY OF F ENTON R DESIGN BY: JLF 753981AvenueN 2502 Jefferson Avenue BID Public Works Department S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 y CHECK BY: NM SeatBe,WA98109 Tacoma,WA98402 DOCUMENTS SITE PREPARATION &TESC PLAN FEDAIDNO. - CM0167(048) 'A 20320 2a APPROVED FOR CONSTRUCTION rsren l,$0 PROJ MGR: JF (206)286.1640 (253(627 -0720 / DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE ML FILE: 0655DTESC01.dwg BYZ- omal DATE: /�� /�. STA 12 +00 TO STA 15 +50 SHEET NO. 70 OF 304 a z �y n U] N O E o W N O SILJ. a of N O N \ o+ 3 0 i z 0 Z w U w O rr Y [NUMBER ,SOUND FORD INC SITE PREPARATION NOTES REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. Q2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. 5� REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. ® REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE BRICK. GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. _ LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. BEST PHO & THAI 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF SEATTLE SUPER INSTALLATION. V\ \ c \ - APPROXIMATE , SUPPLEMENT 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC CONSTRICTION LIMITS L IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. RIGHT OF WAY Z\- 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT AR TO RE AIN IN PLA t FAC TIES AT AR TO RE AIN CE UNTIL 16_ - E M C AND IL! TH E M IN PLA NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. C. y, — 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO 5 - 40 SAWCUTTING. 41 \\ 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF 3 5 ' EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 224 -235. 9, MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY w REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS on 208 -216. 0 18 0 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, - - -. co SHEETS 55 -68. - -- 4 - = W 11 P�ANSTOSHEEDTSA104G 113EMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN 16 - 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, cz1 SHEETS 132 -141. f1 4 ' 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY 3 6 FRANCHISE UTIL111ES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 3 CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & Al \ f tn,; 21 - SIGNING PLANS, SHEETS 217 -227. WALKER'S RENTON SUBARU' ,- cow; 15 REMOVE TREE, STUMP TO REMAIN. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. © REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. © REMOVE DECORATIVE ROCK. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3Q SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. OF CONSTRUCTION NOTES 15 & 16. SOD RIGHT OF WAY PLANS 112/14/111 EXISTING CONDITIONS fI; GIACO 4,1 SURVEYED: KPG ��� ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 wnsy��y2 DRAWN BY: SOD7KAT WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN SOS4' o � DESIGN BY: JLF 753gtl Avenue N 2502 Jefferson Avenue IRRIGATION PLAN 284 LANDSCAPE PLAN 296 _ 'p 20320 CHECK BY: NM Sealtle,WA98109 Tacoma, WA 98402 (206)2861640 (253) 627 -0720 wym ,c urea vOxnL PROJ MGR: JF FILE: 0655DTESC01.dwg xvvi.kpg.mm REVISION DESCRIPTION BY APP. DATE SITE PREPARATION LEGEND 0 5 10 20 40 60 EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST SCALE IN FEET CJ L L LJ L LLd PLANING BITUMINOUS PAVEMENT .. BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUC11ON LIMITS - - - - - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES o----o---o SILT FENCE - • • — - APPROXIMATE CONTAMINATED SOIL LIMITS BID DOCUMENTS All, » CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: / /nr /�2 T- 343011 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 15 +50 TO STA 20 +00 a a z bya m /y N Oz J t ^y � ' T n 1." ^� w -C 9 w N O c may-] 71 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 71 OF 304 a a z bya m /y N Oz J t ^y � ' T n 1." ^� w -C 9 w N O c may-] 0 3 0 i z 0 z w U w O K STA 248'02.52 I� �TA'l 8 +02.79 SEATTLE SUPER I� SUPPLEMENT 16 `I - j 41 / 5 / 2 / 5 RIGHT OF WAY / STA 20- - +62.51, -- 5 J 4 g 5 / \\ 5' 5 0 rw J I / / / ICONSTRL 10111111 _V v RIGHT OF WAY- LES SCHWAB APPROXIMATE CONSTRUCTION LIMITS 0 5 10 20 40 60 SCALE IN FEET NUMBERIREVISION DESCRIPTION DESCRIPTION - /- 5 1 ti 16 ®®! zK j 0 47` APPROXIMATE CONSTRUCTION LIMITS, j' ARBY'S 0 13 9 RIGHT OF WAY 4 � \ ✓ � �S - -� 4 _ - = ��( r. Uzi.. r .� Vy,P ; �P �\ SILT FENCE (TYP) APPROXIMATE CONTAMINATED SOIL LIMITS - PETROLEUM BASED _t JILI to I it 11 -14 -11 SURVEYED: KPG SOS4'eX GwAAy0 c� DRAWN BY: SOD /KAT DESIGN BV: JLF H CHECK BY: NM �? q 20320 N� )sre 1��' PROJ MGR: JF iva�'vo' BY APP. DATE FILE: 0655DTESC01.dwg 23 0 4 yk >, •.. CAP �iy�_ - 11GI" I d1R6_ 21 4 , 35 �Y l� tea / RIGHT OF WAY 1,1 f 2 J BOB BRIDGE SCION �°� � gar✓ � K - \,� ,IP,I F Y, 6 PVC :t iao , z C" ITE PRE GENERAL SITE PREPARATION & TESC NOTES SEE PREVIOUS SHEET. SITE PREPARATION NOTES RIGHT OF WAY PLANS O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE 58 f# REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING ALIGNMENT PLAN 84 SURFACES ENCOUNTERED BELOW THE ASPHALT. 96 O2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN DRAINAGE PROFILE 116,117 EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND 135 WATER PROFILE OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. i O3 REMOVE CONCRETE CURB AND /OR CONCRETE & GUTTER WITHIN EXISTING 183 PROPERTY RESTORATION PLANS SURFACE REMOVAL LIMITS. CHANNELIZATION & SIGNING PLAN ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN 231 IRRIGATION PLAN EXISTING SURFACE REMOVAL LIMITS. LANDSCAPE PLAN O5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). ® REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE BRICK. 0 rw J I / / / ICONSTRL 10111111 _V v RIGHT OF WAY- LES SCHWAB APPROXIMATE CONSTRUCTION LIMITS 0 5 10 20 40 60 SCALE IN FEET NUMBERIREVISION DESCRIPTION DESCRIPTION - /- 5 1 ti 16 ®®! zK j 0 47` APPROXIMATE CONSTRUCTION LIMITS, j' ARBY'S 0 13 9 RIGHT OF WAY 4 � \ ✓ � �S - -� 4 _ - = ��( r. Uzi.. r .� Vy,P ; �P �\ SILT FENCE (TYP) APPROXIMATE CONTAMINATED SOIL LIMITS - PETROLEUM BASED _t JILI to I it 11 -14 -11 SURVEYED: KPG SOS4'eX GwAAy0 c� DRAWN BY: SOD /KAT DESIGN BV: JLF H CHECK BY: NM �? q 20320 N� )sre 1��' PROJ MGR: JF iva�'vo' BY APP. DATE FILE: 0655DTESC01.dwg 23 0 4 yk >, •.. CAP �iy�_ - 11GI" I d1R6_ 21 4 , 35 �Y l� tea / RIGHT OF WAY 1,1 f 2 J BOB BRIDGE SCION �°� � gar✓ � K - \,� ,IP,I F Y, 6 PVC :t iao , z C" ITE PRE GENERAL SITE PREPARATION & TESC NOTES SEE PREVIOUS SHEET. TION LEGEND 116 X �'� EXISTING SURFACE REMOVAL LIMITS \� BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT STA 2 +91.22 'x .. x , x BUILDING REMOVAL, BY CONTRACTOR \ K APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ��\ U ADJACENT TO PRIVATE PROPERTY n INLET PROTECTION k� PROPERTY LINES -- — — — — — — SAWCUT LINES RIGHT OF WAY LINES 0 0 o SILT FENCE T- 343012 CORRESPONDING SHEETS CATEGORY SITE PREPARATION NOTES RIGHT OF WAY PLANS O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE 58 SITE PREPARATION & TESC PLAN REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING ALIGNMENT PLAN 84 SURFACES ENCOUNTERED BELOW THE ASPHALT. 96 O2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN DRAINAGE PROFILE 116,117 EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND 135 WATER PROFILE OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. JOINT UTILITY TRENCH PLAN O3 REMOVE CONCRETE CURB AND /OR CONCRETE & GUTTER WITHIN EXISTING 183 PROPERTY RESTORATION PLANS SURFACE REMOVAL LIMITS. CHANNELIZATION & SIGNING PLAN ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN 231 IRRIGATION PLAN EXISTING SURFACE REMOVAL LIMITS. LANDSCAPE PLAN O5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). ® REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE BRICK. 0 PROTECT BUILDING. 13 REMOVE WALL WITHIN THE EXISTING STRUCTURE REMOVAL LIMITS. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. w 17 REMOVE BOLLARD. x 0 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. N 2© REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. 35 REMOVE CONCRETE FOUNDATION AS NECESSARY FOR CONSTRUCTION OF IMPROVEMENTS. w j 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE x THE SAWCUT ON PROPOSED LANE LINES OF THE CENTER OF PROPOSED LANES. a 3� SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. TION LEGEND 116 X �'� EXISTING SURFACE REMOVAL LIMITS \� BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT STA 2 +91.22 'x .. x , x BUILDING REMOVAL, BY CONTRACTOR \ K APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ��\ U ADJACENT TO PRIVATE PROPERTY n INLET PROTECTION k� PROPERTY LINES -- — — — — — — SAWCUT LINES RIGHT OF WAY LINES 0 0 o SILT FENCE T- 343012 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 - — - APPROXIMATE CONTAMINATED SOIL LIMITS KPG'r Al • >� CITY OF RENTON AINIER AVENUES SR 167 ( ) DRAWING NO. 72 BID "� S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 75391hAvenueN 2502JeftersonAVenue Public Works Department I✓ FED AID NO. - CM0167(048) 2 DOCUMENTS 9 T53)62 > SITE PREPARATION &TESC PLAN K O (2051285 -1640 (206)2,6 -1640 -0720 (253)627 -0720 APPRO ED FOR CONSTRUCTION 0 DATE: NOV 2011 www.kpg.com BY: DATE: //��2, STA 20 +00 TO STA 24 +50 SHEET NO. 72 OF 304 z �yD O i 46 N � I✓ v > .p K O , ` N 0 z i 0 Y w W h N / U BROWN BEAR 1i LITHIA DODGE CAR WASH APPROXIMATE CONTAMINATED SOIL 29 , � �; � LIMITS - PETROLEUM BASED CHRYSLER _ 7 A/c 16 RIGHT OF WAY 1r - BOB BRIDGE SCION SITE PREPARATION NOTES - —r -- — 2— - - - - -- i> S RAINIER AVE S V" r CONSTRUCTION U1 �.c `. 4 Y. .v CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. „� o-/ z1 __= KFC 1s 4 7m, ` 4 / •" R RELOCATION, EE CHANNELIZAl10N " FOR ROADWAY SIGN REMOVAL AND 0 ON, S & SIGNING PLANS, SHEETS 217 -227. / -- SILT FENCE i roe APPROXIMATE CONSTRUCTION LIMITS T6 cc T=343073 IHOP 01 GENERAL SITE PREPARATION & TESC NOTES EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN ILLUMINATION PLANS, SHEETS 224 -235. WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING 85 BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED OR COMPLETE. REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. 208 -216. LANES. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, 13 ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER SHEETS 55 -68. Y 4 APPROVAL BY THE ENGINEER. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN PLANS, SHEETS 104 -113 IRRIGATION PLAN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, 298 INSTALLATION. SHEETS 132 -141. 2\ N ° 1, -FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. REMOVE IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. \ �y REMOVE POWER OUTLET. J 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT \ - Seaft.WA98109 Tawa,WA98402 DOCUMENTS (266) 266.1640 253 627 -0720 ( 1 ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL \ FED AID NO. - CM0167(048) DATE: NOV 2011 NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS T° PRIVATE ILLUMINATION POLE AND FOUNDATION. RESPONSIBLE FOR DAMAGE. 6 ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN �J 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. �> THE RIGHT OF WAY LINE. EXISTING SURFACE REMOVAL LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO y w,rwkpgc¢m SAWCUTTING. � r REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF Y. .v CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. „� o-/ z1 __= KFC 1s 4 7m, ` 4 / •" R RELOCATION, EE CHANNELIZAl10N " FOR ROADWAY SIGN REMOVAL AND 0 ON, S & SIGNING PLANS, SHEETS 217 -227. / -- SILT FENCE i roe APPROXIMATE CONSTRUCTION LIMITS T6 cc T=343073 IHOP 01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY ILLUMINATION PLANS, SHEETS 224 -235. WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE - REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING 85 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED 108 REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 117 -119 CONSTRUCTION. 208 -216. LANES. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, 13 REMOVE SHEETS 55 -68. Y 4 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN ^ ILLUMINATION PLANS PLANS, SHEETS 104 -113 IRRIGATION PLAN 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, 298 OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. SHEETS 132 -141. 2\ N ° 1, -FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY 3Q REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. REMOVE BOLLARD. 38 Y. .v CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. „� o-/ z1 __= KFC 1s 4 7m, ` 4 / •" R RELOCATION, EE CHANNELIZAl10N " FOR ROADWAY SIGN REMOVAL AND 0 ON, S & SIGNING PLANS, SHEETS 217 -227. / -- SILT FENCE i roe APPROXIMATE CONSTRUCTION LIMITS T6 cc T=343073 IHOP 01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE - REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING 85 METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS THROUGHOUT 97 THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED 108 SURFACES ENCOUNTERED BELOW THE ASPHALT. 117 -119 CONSTRUCTION. 136 LANES. 2Q REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN 13 REMOVE WALL WITHIN EXISTING STRUCTURE REMOVAL LIIMTS 3© SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR CHANNELIZATION & SIGNING PLAN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND ILLUMINATION PLANS 232 IRRIGATION PLAN 286 ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED 298 OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. i6 PRESERVE AND PROTECT EXISTING STRUCTURE. IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 3Q REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN 17 REMOVE BOLLARD. 38 REMOVE POWER OUTLET. EXISTING SURFACE REMOVAL LIMITS. c�ne0 . ��m CHECK BY: NM PROJMGR: JF Seaft.WA98109 Tawa,WA98402 DOCUMENTS (266) 266.1640 253 627 -0720 ( 1 APP FOR CONSTRUCTION SITE PREPARATION & TESC PLAN FED AID NO. - CM0167(048) DATE: NOV 2011 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN THE RIGHT OF WAY LINE. EXISTING SURFACE REMOVAL LIMITS. 2© REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. w,rwkpgc¢m 70 BY: j/ DATE: / /�L 05 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE DECORATIVE ROCK. APP. DATE © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST REMOVE DECORATIVE STATUE. FOUNDATIONS. 3© REMOVE ABANDONED SIGN POST AND POWER CONNECTION. Q7 REMOVE ROCKERY. ® REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE 0 5 10 20 40 60 CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED SCALE IN FEET BELOW THE BRICK. SITE PREPARATION LEGEND O EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT ....... BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - - - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY t ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES 0 o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT U11UTY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 a a z �y a a m y � O c , J ^ G 1 T w0 N v � 9 o W N O -7 ADDENDUM NO 2: REMOVAL LIMITS AT PARCEL 37 HAVE CHANGED. JLF 12 15 11 11 -14 -11 ase4�GAQO &9 W SURVEYED: KPG DRAWN BY: SOD /KAT Kp� BID CITY OF FENTON RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST DRAWING NO. 73 PROJECT NO. TED40343 0 2 ADDENDUM NO 2: REPLACE CONSTRUCTION NOTE 22 WITH 16. SOD y o � DESIGN BY: JLF 75 3981 AvenueN 2502 Jefferson Avenue Public Works Department c�ne0 . ��m CHECK BY: NM PROJMGR: JF Seaft.WA98109 Tawa,WA98402 DOCUMENTS (266) 266.1640 253 627 -0720 ( 1 APP FOR CONSTRUCTION SITE PREPARATION & TESC PLAN FED AID NO. - CM0167(048) DATE: NOV 2011 Nn� FILE: 0655DTESC01.dwg w,rwkpgc¢m 70 BY: j/ DATE: / /�L STA 24 +50 TO STA 29 +00 SHEET NO. 73 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �y a a m y � O c , J ^ G 1 T w0 N v � 9 o W N O -7 0 3 0 U 0 �1 0 U 0 0 0 o+ 3 0 i z c� w i 0 LO QD 0 if 0 z w ti U w O Y CONSTRUCTION 21 21 ❑ ` 41 Z17) 30 LITHIA DODGE r -- 1 / I GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN I LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BNSF RIGHT OF WAY BNSF RIGHT OF WAY I BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE S ' h OR COMPLETE. I , SOUTH LAKE ;-=-Z-; 3. o9z u' C, 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. o c VETERINARY LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE 16 ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER 2111 12 11 - -- - - - - -� 5 4APPROVAL BY THE ENGINEER. 33 ^i CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN STA 31 +42.3( 31 — — -1 5 16 THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF _ INSTALLATION. -13 1- — -- 4. TO MINIMIZE TRAFFIC + _ IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. A S "`\` 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT I t - AND OPERATIONAL CONTRACTOR IS UNTIL F e ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE 1 NEW FACILITIES ARE COMPLETE STA �2 +84 -81, 5 RESPONSIBLE FOR DAMAGE. 4 - RAINIER AVE S 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. LO Lf) �I 5 5 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO i f 1 RIGHT OF WAY I 2 -- - - IIo�EXTR — MAZATLAN APPROXIMATE CONSTRUCTION LIMITS 5 1 2e ?5 u �TL_��NHONE BOul l -I FOOTPRINT .F. 10. cON FX-R BNSF RIGHT OF WAY I SITE PREPARATION NOTES 01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. O2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. 30 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. SO REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). O9 PROTECT BUILDING. 11 PRESERVE AND PROTECT BRIDGE PILE CAP, COLUMN AND ABUTMENT. COORDINATE WORK IN BRIDGE VICINITY WITH CITY PERSONNEL AND BNSF RAILROAD. 12 PRESERVE AND PROTECT PUMP HOUSE. 13 REMOVE WALL WITHIN THE EXISTING SURFACE REMOVAL LIMITS. w SAWCUTTING. 32 33 -- -- . 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF 8 5 ° EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE LO ILLUMINATION PLANS, SHEETS 224 -235. 1 _o -- - - - -- � 9 EXTENTS, EE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL E TS S NS P LS S - - w 208 216 2 3` 5 J 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. H 2 -} _k } } } 13 x ±�x,x 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN ;' } t ��xx PLANS, SHEETS 104-113 /.4f ll11. 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, } x } } } } SHEETS 132 -141. B } } } " } } ; } } } ' } } } + } } 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY M! 2 } k * . k . } ; x i * }43 } ± ; * } } } FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. - -- _, I � 1 CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. _ T� F. 1a.� w '.z" coNC1 X - 6 1 AUTO BODY AND PAINT,;C 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & -' �: `I SIGNING PLANS, SHEETS 217 -227. BNSF RIGHT OF WAY - \�II APPROXIMATE CONTAMINATED SOIL LIMITS - SOLVENT BASED RAINIER VILLAGE SALON T=343074 Q6 PRESERVE AND PROTECT EXISTING STRUCTURE 0 1 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. 25 REMOVE CONCRETE SLOPE PROTECTION PANELS. 33 REMOVE BLOCK WALL AS NECESSARY TO REMOVE STUMP. RECONSTRUCT WALL IN EXISTING LOCATION USING EXISTING BLOCKS. 35 REMOVE CONCRETE FOUNDATION AS NECESSARY FOR CONSTRUCTION OF IMPROVEMENTS. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3� SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 43 REMOVE BUILDING, SLAB ON GRADE TO REMAIN. SAWCUT AND REMOVE SLAB ON Al GRADE AS NECESSARY TO INSTALL WALL 5, SEE SHT 32. SITE PREPARATION LEGEND CORRESPONDING SHEETS EXISTING SURFACE REMOVAL LIMITS CATEGORY SHEET BURIED CONCRETE PANELS MAY EXIST RIGHT OF WAY PLANS 12 PLANING BITUMINOUS PAVEMENT EXISTING CONDITIONS 60 0 5 10 20 40 60 SITE PREPARATION & TESC PLAN - SCALE IN FEET , . , . , , „ BUILDING REMOVAL, BY CONTRACTOR A AUGNMENT PLAN 86 APPROXIMATE CONSTRUCTION LIMITS AUGNMENT PROFILE 98 - - SEE ROW PLANS FOR TCE WHERE DRAINAGE PLANS 109 ADJACENT TO PRIVATE PROPERTY DRAINAGE PROFILE 119,120 1 ❑ l INLET PROTECTION WATER PLAN 137 —� PROPERTY LINES WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 -- - - - - -- SAWCUT LINES JOINT UTILITY TRENCH PROFILES 185 — — — RIGHT OF WAY LINES PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 0 0 o SILT FENCE ILLUMINATION PLANS 233 - — - APPROXIMATE CONTAMINATED SOIL LIMITS IRRIGATION PLAN 287 LANDSCAPE PLAN 299 I AUULNUUM 1 JUU IZ II 11 "1a11 - 054'4X WInHO8y2 H - o AIM q4a `O L `� SURVEYED: KPG DRAWN BY: SOD /KAT DESIGN BV: JLF CHECK BV: NM PROJ MGR: JF FILE: 0655DTESC01.dwg Kp� 75391h Avenue N 2502 Jefferson Avenue BID Me, WA 98109 Tacoma, WA 98402 DOCUMENTS (206) 286 -1640 253)627 -0720 wvvwkpg Wm ( ''r CITY OF FENTON Public Works Department APPROVED FOR CONSTRUCTION BY: ' DATE: RAINIER AVENUE S (2N ST S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 29 +00 TO STA 33 +50 DRAWING NO. 74 PROJECT NO. TED403430 FED AID NO. -C NOV 011 DATE: OV 2011 SHEET NO. 74 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE 9 z n a a m �O A C a .P o w i 0 0 3 a 0 U N H rr 0 C) i z 0 z w U w 0 STAI 347 +79.30 = "' SITE PREPARATION LEGEND SITE PREPARATION NOTES GENERAL SITE PREPARATION &TESC NOTES I - I O1 SAWCUT AND REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 10 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS 0 EXISTING SURFACE REMOVAL LIMITS PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE BURIED CONCRETE PANELS MAY EXIST OR COMPLETE. PLANING BITUMINOUS PAVEMENT O EXISTING SO RFACE REMOVAL LIMITS ORREMOVECONCRETE CONCREETEEPANS WITHIN REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. AND © 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. 1 OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. ® PRESERVE AND PROTECT TREE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE 0 BUILDING REMOVAL, BY CONTRACTOR Qj ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROXIMATE CONSTRUCTION LIMITS 0 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, APPROVAL BY THE ENGINEER. EXISTING SURFACE REMOVAL LIMITS. LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER I - - - - - - ' SEE ROW PLANS FOR TCE WHERE OF PROPOSED LANES. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN ADJACENT TO PRIVATE PROPERTY THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN 1 ❑ ( INLET PROTECTION 3 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, INSTALLATION. I' r EXISTING SURFACE REMOVAL LIMITS. © MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED PROPERTY LINES REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. SAWCUT LINES O9 PROTECT BUILDING. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNEUZATION AND SIGNING PLANS, SHEETS 217 -227. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT I' ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL RIGHT OF WAY LINES 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION NEW FACILITIES ARE COMPLETE AND OPERATIONAL CONTRACTOR IS COUNTY METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS LINES AT THE RIGHT OF WAY LINE. RESPONSIBLE FOR DAMAGE. -j I' o o SILT FENCE THROUGHOUT CONSTRUCTION. 3 ® PRESERVE AND PROTECT SIGN. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. - — - APPROXIMATE CONTAMINATED SOIL LIMITS O RE REMOVAL LIMITS. 13 REMOVE WALL WITHIN THE EXISTING SIRUCTU POWER SPORTS ® REMOVE BUILDING, SLAB ON GRADE TO REMAIN. SAWCUT AND 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO y I REMOVE SLAB ON GRADE AS NECESSARY TO INSTALL WALL 5, SAWCUTTING. 1. SEE SHT 32. _- .TACK IN THE BOX 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE x>: ILLUMINATION PLANS, SHEETS 224 -235. APPROXIMATE CONSTRUCTION LIMITS QDOBA - I 3 ��� 3 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY 5 -- D ----- - - - - -- - 71- 1 �� 16 , REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS RIGHT OF W 4 208 -216. --�♦ I or ' '- - -16 -__ 1 I - �`4` -- - - - -- AY -- - -� rl l 1 _ - 1 - - t* F^ _ - - --- c-�� 2 4 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, _ �♦ (� 13 \ 4 - - v 5 2 SHEETS 55 -68. jpj! rR —� —� 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN !� w X.; # k X k xk k� k 43 1 I I yr 1 _ STA 351 +: PLANS, SHEETS 104 -113 - _ - - `t - 12 ABANDONMENT, EE WATER PLA p _ FOR REMOVAL AND /OR NT, S NS, SHEETS 132 -141. r, 2 2 - -- - -- -- - _ -3 - -- -- -- -- 13. FOR REMOVAL, RELOCATION, AND/OR ABANDONMENT OF FACILITIES OWNED BY i - FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 7 CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 36 + w o a = 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & 3 ( 1 o SIGNING PLANS, SHEETS 217 -227. CD i' 10' 4 V)) I ` , , , RAINIER AVE S 37 coNSTRUCnoN y z �3 2 1 5 36 1 40 5 3 T=343075 10 x - - 3 - -- -- - -- -- -- -- - - -- — - - -- - - -._ _ - _ RIGHT I- c OF WAY .T— — 24 1 ♦ �� STA 34 +83.55 I, STA 34 +62.98 4 �. 4 X"' � ac ., 6• - a Z �I _- et �1 2� �' �,•�� APPROXIMATE CONSTRUCTION LIMITS niec STA 11351+1'5 .58 +ROXIM'1q' CONTAMINATED SOIL LIMITS - SOLVENT BASED 1tiS JSTA 1351+48.94 16 f CORRESPONDING SHEETS It CATEGORY SHEET _ RIGHT OF WAY PLANS 13 21 , r- G EXISTING CONDITIONS 61 r _ _ SITE PREPARATION & TESC PLAN - _ 24 4 ALIGNMENT PLAN 87 f. ALIGNMENT PROFILE 99 McLENDON �— = 42 HARDWARE F ` _ DRAINAGE PLANS 110 4 7 DRAINAGE PROFILE 120,121 ;M 0 5 10 20 40 60 WATER PLAN 138 SCALE IN FEET WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 I AUUCNUUM I bUU L111 II GIgc 11 -14 -11 SURVEYED: KPG RAINIER AVENUES SR 167 DRAWING NO. 7rJ OS4'4N w y�sy DRAWN BY: SOD/KAT Kp� Al �' CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 2� o DESIGN BY: JLF BID Public Works Department y - 15391h Avenue N 2502 Jefferson Avenue CHECK BY: NM Sealtle,WA98f09 Tacoma, WA 98402 DOCUMENTS SITE PREPARATION & TESC PLAN FED AID NO. - CM0167L_ '7 20320 �QZ (206)286.1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 ��axAL E PROJ MGR: JF wrnv. �� NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg kP9� DATE: /1 4111z STA 33 +50 TO STA 38 +00 SHEET NO. 75 OF 304 a a z �y 01 cn v, PO O N C) I� a F ^w r o w m O i Iowa WRAM ENRON !� w X.; # k X k xk k� k 43 1 I I yr 1 _ STA 351 +: PLANS, SHEETS 104 -113 - _ - - `t - 12 ABANDONMENT, EE WATER PLA p _ FOR REMOVAL AND /OR NT, S NS, SHEETS 132 -141. r, 2 2 - -- - -- -- - _ -3 - -- -- -- -- 13. FOR REMOVAL, RELOCATION, AND/OR ABANDONMENT OF FACILITIES OWNED BY i - FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 7 CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 36 + w o a = 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & 3 ( 1 o SIGNING PLANS, SHEETS 217 -227. CD i' 10' 4 V)) I ` , , , RAINIER AVE S 37 coNSTRUCnoN y z �3 2 1 5 36 1 40 5 3 T=343075 10 x - - 3 - -- -- - -- -- -- -- - - -- — - - -- - - -._ _ - _ RIGHT I- c OF WAY .T— — 24 1 ♦ �� STA 34 +83.55 I, STA 34 +62.98 4 �. 4 X"' � ac ., 6• - a Z �I _- et �1 2� �' �,•�� APPROXIMATE CONSTRUCTION LIMITS niec STA 11351+1'5 .58 +ROXIM'1q' CONTAMINATED SOIL LIMITS - SOLVENT BASED 1tiS JSTA 1351+48.94 16 f CORRESPONDING SHEETS It CATEGORY SHEET _ RIGHT OF WAY PLANS 13 21 , r- G EXISTING CONDITIONS 61 r _ _ SITE PREPARATION & TESC PLAN - _ 24 4 ALIGNMENT PLAN 87 f. ALIGNMENT PROFILE 99 McLENDON �— = 42 HARDWARE F ` _ DRAINAGE PLANS 110 4 7 DRAINAGE PROFILE 120,121 ;M 0 5 10 20 40 60 WATER PLAN 138 SCALE IN FEET WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 I AUUCNUUM I bUU L111 II GIgc 11 -14 -11 SURVEYED: KPG RAINIER AVENUES SR 167 DRAWING NO. 7rJ OS4'4N w y�sy DRAWN BY: SOD/KAT Kp� Al �' CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 2� o DESIGN BY: JLF BID Public Works Department y - 15391h Avenue N 2502 Jefferson Avenue CHECK BY: NM Sealtle,WA98f09 Tacoma, WA 98402 DOCUMENTS SITE PREPARATION & TESC PLAN FED AID NO. - CM0167L_ '7 20320 �QZ (206)286.1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 ��axAL E PROJ MGR: JF wrnv. �� NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg kP9� DATE: /1 4111z STA 33 +50 TO STA 38 +00 SHEET NO. 75 OF 304 a a z �y 01 cn v, PO O N C) I� a F ^w r o w m O i Iowa WRAM !� w X.; # k X k xk k� k 43 1 I I yr 1 _ STA 351 +: PLANS, SHEETS 104 -113 - _ - - `t - 12 ABANDONMENT, EE WATER PLA p _ FOR REMOVAL AND /OR NT, S NS, SHEETS 132 -141. r, 2 2 - -- - -- -- - _ -3 - -- -- -- -- 13. FOR REMOVAL, RELOCATION, AND/OR ABANDONMENT OF FACILITIES OWNED BY i - FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 7 CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 36 + w o a = 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & 3 ( 1 o SIGNING PLANS, SHEETS 217 -227. CD i' 10' 4 V)) I ` , , , RAINIER AVE S 37 coNSTRUCnoN y z �3 2 1 5 36 1 40 5 3 T=343075 10 x - - 3 - -- -- - -- -- -- -- - - -- — - - -- - - -._ _ - _ RIGHT I- c OF WAY .T— — 24 1 ♦ �� STA 34 +83.55 I, STA 34 +62.98 4 �. 4 X"' � ac ., 6• - a Z �I _- et �1 2� �' �,•�� APPROXIMATE CONSTRUCTION LIMITS niec STA 11351+1'5 .58 +ROXIM'1q' CONTAMINATED SOIL LIMITS - SOLVENT BASED 1tiS JSTA 1351+48.94 16 f CORRESPONDING SHEETS It CATEGORY SHEET _ RIGHT OF WAY PLANS 13 21 , r- G EXISTING CONDITIONS 61 r _ _ SITE PREPARATION & TESC PLAN - _ 24 4 ALIGNMENT PLAN 87 f. ALIGNMENT PROFILE 99 McLENDON �— = 42 HARDWARE F ` _ DRAINAGE PLANS 110 4 7 DRAINAGE PROFILE 120,121 ;M 0 5 10 20 40 60 WATER PLAN 138 SCALE IN FEET WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 I AUUCNUUM I bUU L111 II GIgc 11 -14 -11 SURVEYED: KPG RAINIER AVENUES SR 167 DRAWING NO. 7rJ OS4'4N w y�sy DRAWN BY: SOD/KAT Kp� Al �' CITY OF RENTON S GRADY WAY TO S(2ND ST PROJECT NO. TED403430 2� o DESIGN BY: JLF BID Public Works Department y - 15391h Avenue N 2502 Jefferson Avenue CHECK BY: NM Sealtle,WA98f09 Tacoma, WA 98402 DOCUMENTS SITE PREPARATION & TESC PLAN FED AID NO. - CM0167L_ '7 20320 �QZ (206)286.1640 (253) 627 -0720 APPROVED FOR CONSTRUCTION DATE: NOV 2011 ��axAL E PROJ MGR: JF wrnv. �� NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg kP9� DATE: /1 4111z STA 33 +50 TO STA 38 +00 SHEET NO. 75 OF 304 a a z �y 01 cn v, PO O N C) I� a F ^w r o w m O i 0 N 3 N 0 i a Y 0 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD SURFACES ENCOUNTERED BELOW THE ASPHALT. 0 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. 5Q REMOVE TREE(S), SHURB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. Og PROTECT BUILDING. 10 REMOVE BUS PAD AND /OR SHELTER. COORDINATE WITH KING COUNTY METRO AND PROVIDE TEMPORARY BUS STOP LOCATIONS THROUGHOUT CONSTRUCTION. 14 BUILDING TO BE REMOVED BY OTHERS. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. ® PRESERVE AND PROTECT TREE. 10 ® REMOVE SIDEWALK MOUNTED PLAQUE AND INSTALL PER ALIGNMENT PLANS, SHEETS 81 -91. SEE URBAN DESIGN DETAILS, SHEET 281. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3Q SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNEUZAT10N AND SIGNING PLANS, SHEETS 217 -227. ® PRESERVE AND PROTECT SIGN. STA 449 +07.62 STA 449 +11.18 - 'a b w 99. 9, x_11 -r 1 v100D 450 +92.30 SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT 0 5 10 20 40 60 BUILDING REMOVAL, BY CONTRACTOR SCALE IN FEET _ - - - - - - _ APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES 0 o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343016 CORRESPONDING SHEETS CATEGORY SHEET GENERAL SITE PREPARATION & TESC NOTES 14 EXISTING CONDITIONS 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN - ALIGNMENT PLAN 88 LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS 100 DRAINAGE PLANS 111 BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE 122 WATER PLAN 139 OR COMPLETE. 153 JOINT UTILITY TRENCH PLAN 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. 187 PROPERTY RESTORA11ON PLANS 202 LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE 224 ILLUMINATION PLANS 235 ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER 289 LANDSCAPE PLAN 301 APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. LU 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO w SAWCUTTING. N °0 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF 14 N EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE 4- ILLUMINATION PLANS, SHEETS 224 -235. c~ia 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY z REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. Y 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. v100D 450 +92.30 SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT 0 5 10 20 40 60 BUILDING REMOVAL, BY CONTRACTOR SCALE IN FEET _ - - - - - - _ APPROXIMATE CONSTRUCTION LIMITS SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES 0 o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343016 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORA11ON PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 7 AULILNUUM NU L: SIGN KLMUVW BY UIHLKS SUU IZ ID 11 n -W1 SURVEYED: KPG G S4'4X Own COd DRAWN BY: SOD/KAT Kp� �� '} CITY OF RENTON RAINIER AVENUE S (2N ST DRAWING NO. 703 BAD � S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $N' DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FEDAIDNO. - CM0167(046) H CHECK BY: NM Seattle, WA 98169 Tacoma, WA 98462 DOCUMENTS SITE PREPARATION & TESC PLAN 'A 20320 ¢� (253)627 -0720 APPROV D FOR CONSTRUCTION DATE: NOV 2011 ,n crsre `� (206)286.1640 PROJ MGR: JF WVN'kpg COm SHEET NO. 76 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DTESC01.dwg BY: DATE: •/� �2, STA 38 +00 TO STA 42 +00 a z n �] a r-] Oa d -C a .p 0 o w v; 0 a O+ 3 d Y cD w w x N 0 0 cV a U-1 z J IP1VV LjIGILL. SITE PREPARATION NOTES O1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISITNG SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 02 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. Q5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). Q9 PROTECT BUILDING. SHELL STATION i BUILDING TO BE REMOVED BY OTHERS. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. 2© REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 3� SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 40 REMOVE SIGN POST AND FOUNDATION AND INSTALL PER CHANNELIZATION AND SIGNING PLANS, SHEETS 217 -227. 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. 0 5 10 20 40 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTES THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. r- 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. w 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO N SAWCUTTING. 0 + 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINA11ON PLANS, SHEETS 224 -235. N 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY z REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 1 208 -216. .r Imo- 10. FOR EXISTING COND111ONS AND CONTOURS, SEE EXISTING CONDITIONS, ¢ SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZA11ON & SIGNING PLANS, SHEETS 217 -227. SITE PREPARATION LEGEND 60 D EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION �� PROPERTY LINES -- - - - - -- SAWCUT LINES RIGHT OF WAY LINES 0----0----0 SILT FENCE - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343011 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 a a z �y m /r a O c ' �W o W N O 0 y Q�OIq CO �t -t < -t� pS4' wr gy �� N _ o '0-p 20320 ¢� ,,. crsrea �' ��aNAL tip', SURVEYED: KPG DRAWN BY: SOD /KAT DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTESC01.dwg 75390h AvenueN 2502 Jefferson Avenue BID Seahle,WA98109 Taama.WA96402 DOCUMENTS (2II61266 -1640 (2531627 -0720 www,kpg.com "r CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY DATE: A��� RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 42 +00 TO STA 45 +00 DRAWING NO. 77 PROJECT NO. TED403430 FEDAIDNO. - CM0167(046) DATE: NOV 2011 SHEET NO. 77 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a z �y m /r a O c ' �W o W N O 0 y F— w w x N CD CD a U) w Z J H Q i I� 0 a 3 0 U i U a -) 3 0 i z c� w i SHELL STATION /",✓ I i . ' RIGHT OF WAYf 1 y 4LTek'ENCE I` STA L+49.79 STA 551 +49.78 2 Y NUMBER REVISION DESCRIPTION ey /e — °/ 3 Z / � ! � 8 tea- - 5 `I 21 a ���I� = ' r 5 Iv r _ �%' OLD -FICK ST,,UCTURE APPROXIMATE CONSTRUC11 LI IT � IG / iF ,5' V ETA IV IJ Hl;h 7 T C( �'N I A.< LhF BICBCARD a / oPFENAY" /� r Cdr _ ana 2.5 [ARK onz WALKER'S RENTON SUBARU I( z 29.1' F f" Go A/C co 39 �� !) ,STA 551 +30.52 RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 SOD 189 12/15/1 204 CHANNELIZATION & SIGNING PLAN GIACOg 17 -Ian SURVEYED: KPG IRRIGATION PLAN 291 LANDSCAPE PLAN 303 w41 SOS WA y y2 i y DRAWN BY: SOD /KAT DESIGN BY: JLF CHECK BY: NM ? 20320 ye .� G,STEa � C" ONAL PROJ MGR: JF BY APP. DATE FILE: 0655DTESC01.dwg KPGr 753 9th Avenue N 2502 Jefferson Avenue Seat6e,WA98109 Tacoma, WA 96402 (206)2661640 (253) 627 -0720 WIA4.((lg.COm 0 5 10 20 40 60 SCALE IN FEET GENERAL SITE PREPARATION & TESC NOTE SEE PREVIOUS SHEET. SITE PREPARATION NOTES Q1 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. Q2 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. Q REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. O5 REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). © REMOVE FENCE, FENCEPOSTS, GATES, GATEPOSTS, AND POST FOUNDATIONS. ® REMOVE BRICK WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE BRICK. 16 PRESERVE AND PROTECT EXISTING STRUCTURE. 17 REMOVE BOLLARD. 21 REMOVE PRIVATE ILLUMINATION POLE AND FOUNDATION. 2© REMOVE PRIVATE BUSINESS SIGN AND FOUNDATION. 28 REMOVE SIDEWALK MOUNTED PLAQUE AND INSTALL PER ALIGNMENT PLANS, SHEETS 81 -91. SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 31 REMOVE ABANDONED CONCRETE SIGNAL POLE FOUNDATION. 34 REMOVE ABANDONED SIGN POST AND FOUNDATION. 36 WHERE SAWCUT FOR WIDENING IS PARALLEL TO THE ROADWAY, LOCATE THE SAWCUT ON PROPOSED LANE LINES OR THE CENTER OF PROPOSED LANES. 37 SAWCUT FOR TRENCHING, CONCRETE INSTALLATION, CURBS, MEDIANS OR ISLANDS. SEE PLANS AND DETAILS ASSOCIATED WITH PROPOSED IMPROVEMENTS TO DETERMINE SAWCUT LOCATION. 39 PRESERVE AND PROTECT FIRE HYDRANT 41 REMOVE IRRIGATION CONTROL VALVE AND CAP ALL IRRIGATION LINES AT THE RIGHT OF WAY LINE. SITE PREPARATION LEGEND O EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT ... x BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUCTION LIMITS - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY 1 ❑ ( INLET PROTECTION —�� PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS CITY OF RENTON BID Public Works Department DOCUMENTS APPROV D FOR CONSTRUCTION BY: �-1 DATE: T- 343018 CORRESPONDING SHEETS_ CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORA11ON PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 45 +00 TO STA 49 +00 z m `] � r] G m ti v, O G I a d K K o w � O N y 78 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 78 OF 304 z m `] � r] G m ti v, O G I a d K K o w � O N y SPU RIGHT OF WAY I SPU RIGHT OF WAY I SITE PREPARATION NOTES 01 SAWCUT & REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE ASPHALT. 02 REMOVE CONCRETE SIDEWALK AND /OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CONCRETE PANELS AND OTHER HARD PAVING SURFACES ENCOUNTERED BELOW THE CONCRETE. O3 REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE EXTRUDED CURB AND /OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. OS REMOVE TREE(S), SHRUB(S), AND /OR STUMP(S). 18 PRESERVE AND PROTECT LARGE DIAMETER WATER MAIN. NOTIFY SPU AT LEAST 48 HRS PRIOR TO CONSTRUCTION NEAR MAINS. CONTRACTOR TO SUBMIT PIPE PROTECTION PLAN STAMPED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO DEMOLITION OR CONSTRUCTION NEAR THE WATER MAIN. 0 5 10 20 40 60 SCALE IN FEET SITE PREPARATION LEGEND GENERAL SITE PREPARATION & TESC NOTES 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. CONSTRUCTION LIMITS AND REMOVAL LIMITS SHOWN ON PLAN ARE APPROXIMATE. LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 5. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 6. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE CONSTRUCTION LIMITS. 7. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 8. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND /OR TEMPORARY ILLUMINATION. FOR LUMINAIRE REMOVAL, SEE ILLUMINATION PLANS, SHEETS 224 -235. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES. FOR DRIVEWAY REMOVAL EXTENTS, SEE DRIVEWAY PLANS, PROFILES AND DETAILS, SHEETS 208 -216. 10. FOR EXISTING CONDITIONS AND CONTOURS, SEE EXISTING CONDITIONS, SHEETS 55 -68. 11. FOR STORM DRAINAGE REMOVAL AND /OR ABANDONMENT, SEE STORM DRAIN PLANS, SHEETS 104 -113 12. FOR WATER REMOVAL AND /OR ABANDONMENT, SEE WATER PLANS, SHEETS 132 -141. 13. FOR REMOVAL, RELOCATION, AND /OR ABANDONMENT OF FACILITIES OWNED BY FRANCHISE UTILITIES SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS. 14. FOR ROADWAY SIGN REMOVAL AND /OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 217 -227. D EXISTING SURFACE REMOVAL LIMITS BURIED CONCRETE PANELS MAY EXIST PLANING BITUMINOUS PAVEMENT . x .. BUILDING REMOVAL, BY CONTRACTOR APPROXIMATE CONSTRUC11ON LIMITS - - - - - - - SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY L ( INLET PROTECTION ��— PROPERTY LINES -- - - - - -- SAWCUT LINES — — — RIGHT OF WAY LINES �o o SILT FENCE - — - APPROXIMATE CONTAMINATED SOIL LIMITS T- 343019 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS 65 SITE PREPARATION & TESC PLAN - ALIGNMENT PLAN 91 ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 205 CHANNELIZATION & SIGNING PLAN 227 ILLUMINATION PLANS - IRRIGATION PLAN - LANDSCAPE PLAN - a a `z `m a a m ti ti Oa �w ow N O z rnrvu n, a� wnnLn w nnnviuN 0. LIVU. VLF is iY ii tt -Tan C9Y'e�GwnACOgy y — o�� '? 20320 y� �o� ��$�' SURVEYED: KPG DRAWN BY: SOD /KAT DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655DTESC01.dwg KPGr 753981AvenueN 2502 Jefferson Avenue BID Seatte,098109 Tacoma,WA98402 DOCUMENTS (� -� (2531627 -0720 Al - CITY OF RENTON Public Works Department APPRO ED FOR CONSTRUCTION BY: DATE: RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC PLAN STA 49 +00 TO STA 53 +25 -7 DRAWING NO. / 9 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 79 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a a `z `m a a m ti ti Oa �w ow N O z RM II M� 0 ? Y GENERAL NOTES • AN EROSION CONTROL SYSTEM USING THE MINIMUM BMP'S SHALL BE INSTALLED PRIOR TO ANY CLEARING OR GRADING. ADDITIONAL EROSION CONTROLS MAY BE REQUIRED BY THE ENGINEER AS WEATHER AND FIELD CONDITIONS DICTATE. • LOCATIONS FOR STOCKPILED MATERIAL MUST BE APPROVED BY THE ENGINEER /PROJECT MANAGER. at THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COMPLIANCE WITH THE WASHINGTON STATE "DROPPING LOAD OR OTHER MATERIALS — COVERING" (RCW 46.61.655.3/4). SPILL PREVENTION CONTROL & COUNTERMEASURES PLAN THE SPILL PREVENTION CONTROL & COUNTERMEASURES PLAN WILL CONTAIN A TEMPORARY EROSION & SEDIMENT CONTROL PLAN AND WRITTEN CONSTRUCTION SEQUENCE DESCRIBING HOW CONSTRUCTION AND EROSION CONTROL WILL PROGRESS, RESTORATION BY SECTION, AND PROTECTION OF STOCKPILE AREAS IS REQUIRED. THE CONSTRUCTION SEQUENCE WILL BE REVIEWED WITH THE ENGINEER AT THE PRECONSTRUCTION MEETING. THE CONTRACTOR SHALL ALSO DEVELOP A "SPILL PREVENTION CONTROL AND COUNTERMEASURES" PLAN AND IDENTIFY PERSON(S) RESPONSIBLE FOR IMPLEMENTING THE PLAN IF A SPILL OF A DANGEROUS OR HAZARDOUS WASTE SHOULD OCCUR. TEMPORARY EROSION CONTROL EXPOSED SOIL SHALL BE COVERED AT THE END OF THE CONSTRUCTION WEEK AND ALSO AT THE POSSIBLE THREAT OF RAIN. THE CONTRACTOR SHALL HAVE A SUFFICIENT AMOUNT OF MATERIALS FOR PLASTIC COVERING TO PROVIDE EROSION CONTROL FOR THE SITE AND EMERGENCY PURPOSES. SEDIMENT TRAPPING DEWATERING DEVICE, IF NEEDED, SHALL BE DISCHARGED WHERE SEDIMENT, AND /OR OTHER POLLUTANTS, WILL NOT ENTER THE DRAINAGE SYSTEM. PER DEPARTMENT OF ECOLOGY GUIDELINES, WASTEWATER FROM PORTLAND CEMENT CONCRETE, MASONRY, AND ASPHALT CONCRETE CUTTING OPERATIONS SHALL NOT BE DISCHARGED TO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. SEDIMENT AND GRIT CONTAMINATION FROM CUTTING OPERATIONS SHALL BE PREVENTED FROM ENTERING THE STORM DRAINAGE, SYSTEM OR SURFACE WATERS. BMP MAINTENANCE ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION BMP'S SHALL BE INSPECTED DAILY AND SUBSEQUENTLY MAINTAINED PER THE WASHINGTON STATE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN AND THE DEVELOPMENT STANDARDS SO THAT THEY FUNCTION AS INTENDED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. AT NO TIME SHALL MORE THAN 0.5 FEET OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED JUST PRIOR TO FINAL INSPECTION APPROVAL. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO THE DOWNSTREAM SYSTEM. DUST CONTROL PREVENTAITVE MEASURES TO MINIMIZE THE WIND TRANSPORT OF SOIL SHALL BE TAKEN WHEN A TRAFFIC HAZARD MAY BE CREATED, WHEN SEDIMENT TRANSPORTED BY THE WIND IS LIKELY TO BE DEPOSITED IN DRAINAGE WAYS OR WATER RESOURCES, OR WHEN DIRECTED BY THE ENGINEER. WHEN USING WATER FOR DUST CONTROL, SPRAY UN11L SOIL IS WET, BUT RUNOFF IS NOT INITIATED. PAVED STREETS SHALL BE SWEPT DAILY FOLLOWING CONSTRUCTION ACTIVITIES. PERMANENT EROSION CONTROL ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED BY LANDSCAPING AND REVEGETATION (SEE PLANS). UNDERGROUND UTILITY LINES THE PROJECT SHALL BE SEQUENCED SO THAT EXISTING WATER & SEWER SYSTEMS REMAIN ACTIVE UNTIL THE NEW SYSTEMS ARE IN PLACE AND ACCEPTED BY THE CITY. WHEN CONSTRUCTING UNDERGROUND UTILITY LINES, NO MORE TRENCH SHALL BE OPENED THAN CAN BE CLOSED OR COVERED IN A SINGLE DAY. EXCAVATED MATERIAL SHALL BE PLACED ON THE DOWNHILL SIDE OF THE TRENCH WHERE CONSISTENT WITH THE SAFETY AND SPACE CONSIDERATIONS. TEMPORARY TRENCH DEWATERING DEVICES SHALL NOT BE DISCHARGED INTO SURFACE WATERS OR TO THE STORM DRAIN SYSTEM WITHOUT PRIOR TREATMENT. TRENCHES SHALL BE CLOSED OR COVERED AT THE END OF EACH DAY UNLESS OTHERWISE ALLOWED BY THE ENGINEER. FOR UTILITY TRENCHING AND OTHER CLEARING AND GRADING WORK IN STREET RIGHTS —OF —WAY, EROSION AND SEDIMENTATION CONTROL BMP'S, PER THE STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN, AND STANDARD DETAILS SHALL BE USED. THE BMP'S SHALL BE MAINTAINED DAILY. ADAPTOR SKIRT TRIM TO WITHIN GEOTEXTILE c I RC I NOTES 1. PLACE AT DOWN GRADIENT EDGE OF AREAS TO BE CLEARED TO PROTECT STREAM & WETLANDS OUTSIDE OF GRADING LIMITS. 2. CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENT FROM FENCE WHEN IT REACHES Ys OF FENCE HEIGHT. 6' MAX ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED ON ALL EXISTING CATCH BASINS PRIOR TO CLEARING AND GRADING ACTIVITY, AND UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE— INSERTING IT INTO THE CATCH BASIN. 4. CATCH BASIN INSERTS SHALL BE USED FOR TEMPORARY STORMWATER TREATMENT DURING CONSTRUCTION. CONTRACTOR SHALL INSPECT CATCH BASIN INSERTS WEEKLY AND PROVIDE MAINTENANCE AS NEEDED. 5. CATCH BASIN INSERTS DO NOT MEET SPILL CONTAINMENT REQUIREMENTS AND CANNOT BE USED AS SUCH. METHODS OF POTENTIAL SPILL — CONTAINMENT SHALL BE ADDRESSED IN A SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN. 6. THE "TEMPORARY EROSION AND SEDIMENT CONTROL PLAN" AND THE "SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN" IS TO BE PREPARED BY THE CONTRACTOR PER THE SPECIAL PROVISIONS. CATCH BASIN INLET PROTECTION INSERT NTS 8" MIN. FILTER FABRIC MATERIAL PROVIDE 3/4" TO 1t/2" GRAVEL BACKFILL GRUB SURFACE FOR TIGHT SEAL ALTERNATE: STEEL FENCE POSTS ELEVATION SILT FENCE NTS SECTION FILTER FABRIC MATERIAL 36" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POST SEAL FILTER MATERIAL AGAINST GROUND SURFACE TERMINATE AT LEVEL AREA. FOLD UNDER 4" & STAPLE AT 12" INTERVALS — 10' MAX SEDIMENT TRAPPING AREA TYP 10" TO 12" DIAM WATTLE x z a M M Rn N z RCO NOTES 1. INSTALL WATTLES ALONG CONTOURS (SEE STANDARD SPECIFICATION 8- 01.3(10)). 2, WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RUNOFF PRODUCING RAINFALL, TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED AND IN CONTACT WITH THE SOIL. ELEVATION VIEW ASPHALT PATH ASPHALT PI 3/4" BY 3/4" WOODEN STAKE STAKE AT EACH END AND 4' MAX O.C. ALONG ENTIRE LENGTH 3. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8- 01.3(15). 4. INSTALL WATTLES SNUGLY INTO THE 4" MINIMUM DEPTH TRENCH. ABUT ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT OVERLAPPING THE ENDS. 5. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLE AND INTO THE SOIL, WHEN SOIL CONDITIONS REQUIRE. 6. REMOVE WATTLES AND HYDROSEED PRIOR TO SUBSTANTIAL COMPLETION. WATTLE INSTALLATION DETAIL NTS TOE IN SHEETING IN 4" X 6" TRENCH A MIN OF 8' SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK CONVEY RUNOFF TO APPROVED LOCATION PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 3' MIN PLASTIC COVERING NTS NOTES 1. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. 5. BERM OR SWALE AT TOP OF SLOPE AS REQUIRED BY CITY. 6. DITCH AT BASE OF SLOPE AS REQUIRED BY CITY. DISCHARGE TO APPROVED LOCATION. T- 343080 z `m M a , m O i T; ti a a � .P- o W N O z 714 < -17 y094'4�Ow scO8y2 y _ o % AP 20320 y� .��, rsre ,¢¢' SURVEYED: KPG DRAWN BY: SOD /KAT DESIGN ev: JLF CHECK BV: NM PROJ MGR: JF FILE: 0655DTESCDETOt.dwg Kp� 7539Th ArenueN 2502 Jefiersan AYenue BID Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS 12osl2ss -lsaa 12531sv -oi2o �� CITY OF RENTON � Public Works DepaRment APPROV D FOR CONSTRUCTION / � - � (�- RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST SITE PREPARATION & TESC DETAILS DRAWING NO. HO PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE z `m M a , m O i T; ti a a � .P- o W N O z Ee 0 3 iu .o LM 0 z 0 z w i V 0 O Ct M R1 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 8 +94.43 DATA REF. POINT DATA REF. POINT 46.37' LT ELEVATIONS: A = 47 -02 -47 BEGIN 27.19' R = 71.40' %40 27.22' L = 58.63' %2A 27.26' T = 31.08' 3/4A 27.32' PT- 149 +00.39 END 27.39' U) 49.84' RT 26.19' ♦` 3IE GENERAL NOTE 15. ----- - - - - -- _ I 9 1 ° 1 I I 1 R1 STY 08 +94.43 I INTERSECTION CURVE STT iA8.PT/.58 HORIZONTAL ♦♦ � PC - 9 +41.97 2• DATA REF. POINT STA 148 +77.79 INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL ELEVATIONS: PT A = 49-31-25 WATER PROFILE R2 INTERSECTION CURVE DATA 26.21' R = 87.00' _ %4A 26.11' L = 75.20' D 1/2A 26.01' T = 40.13' U) 3/4A 26.19' ♦` 151 +02.60 SHEET 24, AND TYPICAL SECTIONS, HORIZONTAL VERTICAL , �2 ' 43.51' RT 5. ♦ CEMENT CONCRETE SIDEWALK PC - 148 +89.92 DATA REF. POINT 55 - 68. Ir, 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION I AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC ♦♦ 38.09' LT ELEVATIONS: ,, 7, FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 1 $ ` ,• 93 - 103. TICE WHERE ADJACENT TO ♦�`' ♦ A = 76 -18 -21 BEGIN 27.89' 8, „1 v �. °< R4 INTERSECTION CURVE DATA ♦ HONDA R = 91.00' y4A 27.86' HORIZONTAL VERTICAL AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS PC - 151 +49.25 DATA REF. POINT 132 - 159. '� A 10. ♦♦ L = 121.19' Y2A 28.08' 1 v \ 8 R = 73.00' %4A 26.98' ♦ T = 71.49' 3/4A 28.30' 3IE GENERAL NOTE 15. ----- - - - - -- _ I 9 1 ° 1 I I 1 R1 STY 08 +94.43 I s SR 167 CONSTRUCTION CL N 01 -08 -06 E SD Sd SID �y SD q R3 INTERSECTION CURVE STT iA8.PT/.58 HORIZONTAL ♦♦ � PC - 9 +41.97 2• DATA REF. POINT STA 148 +77.79 INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL ELEVATIONS: PT A = 49-31-25 WATER PROFILE R2 INTERSECTION CURVE DATA 26.21' R = 87.00' _ %4A 26.11' L = 75.20' D 1/2A 26.01' T = 40.13' U) 3/4A 26.19' ♦` 151 +02.60 SHEET 24, AND TYPICAL SECTIONS, HORIZONTAL VERTICAL 26.35' �2 ' 43.51' RT 5. ♦ CEMENT CONCRETE SIDEWALK PC - 148 +89.92 DATA REF. POINT 55 - 68. AND /OR PAVEMENT. CONSTRUCT 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION I AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC ♦♦ 38.09' LT ELEVATIONS: ,, 7, FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 1 $ ` ,• 93 - 103. TICE WHERE ADJACENT TO ♦�`' ♦ A = 76 -18 -21 BEGIN 27.89' 8, FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND v �. °< R4 INTERSECTION CURVE DATA ♦ HONDA R = 91.00' y4A 27.86' HORIZONTAL VERTICAL AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS PC - 151 +49.25 DATA REF. POINT 132 - 159. '� A 10. ♦♦ L = 121.19' Y2A 28.08' 1 8 R = 73.00' %4A 26.98' ♦ T = 71.49' 3/4A 28.30' L = 131.94' 1/2A 27.17' 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 55 ♦♦ 3/4A 28.23' PT- 11 +08.03 END 28.60' � STA 149 +00.39 PT- 11 +41.23 END 28.97' 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE 46.50' LT 48.50' RT I �• ♦ 4 ♦i_ SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS SEE GENERAL NOTE 15. 195 - 205. INTERSEC11ON CURVE 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SEE GENERAL ERAL NOTE 15 SHEETS 208 - 215. y FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION 1 1 OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, - -- -- / 8 1 I 15. FOR INTERSECTION CURVE DATA REFERENCE POINT SEE CURVE DATA ((( REFERENCE POINT DETAIL, SHEET 81. 1\2 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY > I LINES NOT SHOWN FOR CLARITY. CEMENT CONC. CEMENT CONCRETE TRAFFIC SD 9 P / STAPLE CURB CURB AND GUTTER 0 5 10 20 40 60 1 SCALE IN FEET .1 I `, ';. 1 �" Y ° t" • 4 _$G .:.t t_ 6 �1.4�.% ?QY..tieciT�1M. ° • 4 �. °: ° w ••__. qA /V.u': .1 .� 28 �+�. 9 „v,A.i i' . .t_.i rt 'X' j s. , {a.- !9 ?x .. s SR 167 CONSTRUCTION CL N 01 -08 -06 E SD Sd SID �y SD q R3 INTERSECTION CURVE DATA HORIZONTAL NEW HMA ROADWAY PAVEMENT VERTICAL PC - 9 +41.97 2• DATA REF. POINT DETAIL, SHEETS 24 -25, AND 55.66' RT INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL ELEVATIONS: PT A = 49-31-25 WATER PROFILE BEGIN 26.21' R = 87.00' 180 %4A 26.11' L = 75.20' D 1/2A 26.01' T = 40.13' 294 3/4A 26.19' PT - 151 +02.60 SHEET 24, AND TYPICAL SECTIONS, END 26.35' SHEETS 19 -23. 43.51' RT 5. t STA 09 +41.97 1 b ISLAND 1 STA 10 +08.61 = GRADY WAY STA 150 +00 - 10 ^- -♦ __ t ` 5 .� . ix 10, COO oo(D '�♦ C 'Co ♦ - STA 151•k02. YANKEE GRILL�� ♦� SEE GENERAL NOTE 15. YANKEE CONSTRUCTION NOTES O1 MATCH EXISTING O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - STA 10+52.22, 65.63' LT - STA 10 +84.53, 75.51' RT 5Q CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.12 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - STA 9 +24.60, 66.36' LT - STA 9 +66.37, 71.53' RT ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. I IN ; 8 ISLAND 2 I .l STA 11 +081 I w o RAINIER AVE S S + o : 1•: L *� o to w ;b z MEDIAN 1 < ISLAND 3 I I 5 M 0 + n . 7'� .e• � e1, a.�sSs. �A �4 V� 41 a a- < -• .� 1 e iii -0 �9 e F • s'. '.• •o e, S ��p 37 - 3 - - - - - 9 16 11 •e n °p °� ° .i / /// 14 � 31 I " / e k a.. 15 4 l 16 v 1 =. 55 51 +,913.01 a / O9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSOINNS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDA1ON PER DETAIL, SHEET 27. 15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24. 16 RECONSTRUCT CEMENT CONCRETE PANELS, SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194. 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 3� CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 11-1s17 SURVEYED: KPG �3P4Q OS4'4�GO�wnAyy DRAWN BY: KAT CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES NEW PAVEMENT AREA. INSTALL 1. ADJUST ALL SURFACE UTILITIES TO GRADE. NEW HMA ROADWAY PAVEMENT 1 10 +69.59 SECTION AND OVERLAY PER 2• INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND DETAIL, SHEETS 24 -25, AND 10 +69.59 INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL TYPICAL SECTIONS, PT SECTIONS AND DETAILS, SHEETS 19 - 25. SHEETS 19 -23. WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, 180 PROPERTY RESTORATION PLANS OVERLAY ONLY AREA. CHANNELIZA-TION & SIGNING PLAN & DETAIL SHEETS 28 - 35. D 228 IRRIGATION PLAN INSTALL HMA OVERLAY PER LANDSCAPE PLAN 294 ROADWAY PAVING DETAIL, 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY SHEET 24, AND TYPICAL SECTIONS, SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. SHEETS 19 -23. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS CEMENT CONCRETE SIDEWALK 55 - 68. AND /OR PAVEMENT. CONSTRUCT 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION CONCRETE PER TYPICAL SECTIONS AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC SHEETS 19 -23. PLANS, SHEETS 69 - 79. -- - - - - -- APPROXIMATE CONSTRUCTION 7, FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS LIMITS. SEE ROW PLANS FOR 93 - 103. TICE WHERE ADJACENT TO PRIVATE PROPERTY 8, FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. R4 INTERSECTION CURVE DATA 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS HORIZONTAL VERTICAL AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS PC - 151 +49.25 DATA REF. POINT 132 - 159. 27.16' LT ELEVATIONS: 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, A = 103 -33 -15 BEGIN 27.19' SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. R = 73.00' %4A 26.98' L = 131.94' 1/2A 27.17' 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. T = 92.69' 3/4A 28.23' PT- 11 +41.23 END 28.97' 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE 48.50' RT BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS SEE GENERAL NOTE 15. 195 - 205. INTERSEC11ON CURVE 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, DATA REFERENCE POINT SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION 1 1 OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. \ 15. FOR INTERSECTION CURVE DATA REFERENCE POINT SEE CURVE DATA ((( REFERENCE POINT DETAIL, SHEET 81. / 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. CEMENT CONC. CEMENT CONCRETE TRAFFIC STAPLE CURB CURB AND GUTTER 0 5 10 20 40 60 1 SCALE IN FEET INTERSECTION CURVE DATA REFERENCE POINT ".IENT CONC. PAVEMENT CURVE DATA REFERENCE POINT DETAIL NTS 45 ADJUST MONUMENT CASE AND COVER TO GRADE. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 55 SEE GENERAL CONSTRUCTION NOTE 14. POINT LAYOUT TABLE MEDIAN 1 2� BID o DESIGN BY: JLF 75391hAvenueN 2502 Jefferson Avenue y CHECKBY: NM Seattle,WA98109 Taconna,WA9902 DOCUMENTS 'ate 20 320 l$�¢ PROJMGR: JF (�286.11W (253(627 -0720 NUMBER REVISION DESCRIPTION BY APP. DATE ONA� FILE: O655DALN01.dwg MEDIAN 1 SHEET STATION OFFSET I DESCRIPTION RADIUS 1 10 +69.59 10.50' RT PC 1.50' 2 10 +69.59 13.50' RT PT WATER PLAN CITY OF F ENTON .,u Public Works Department APPROVDD, FOR CONSTRUCTION BY: /'%fie °x DATE: T- 343081 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN - ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZA-TION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 8 +98 TO STA 12 +00 a 81 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 81 OF 304 a z n a m lot Ox G I �a ~ d a .p, � 0 w z 00 Y $4F STA 13 +12.33 j - --0-- 0 i �/7 1 1 1 1 1 1 a 1 1 I1 I16d'' 1 _712 ., cuTTER 1 RAINIER AVE S k r e 31 rya „ �- CONSTRUCTION CL 3 ° STA 15 +32.93 14 to 13 .17. - ;19 Inc 15 :16 a _ _ z ro MEDIAN 1 1 w c+i 1�j 20 .SYA 12 +02.21 .3* 11 S' Q SOUND FORD 1 1 1 - 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 3Q CONSTRUCT 6" CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. 2© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 3© ADJUST MONITORING WELL TO GRADE. > . , - 9 h 7�7f�y��i�[�ITyi 4:1111 1' 1411/_11111 MEDIAN 1 SHEET STATION OFFSET DESCRIPTION RADIUS /- 12 +56.31 13.50' RT PC 886.50' 16 15 +03.61 9.32' RT PC 101.00' 17 14 +88.87 10.50' RT PRC 889.50' 18 12 +56.31 10.50' RT // ---------------- 19 BURIED• 9.50' RT AP IRRIGATION PLAN 20 15 +14.64 1 11.50' RT AP NUMBER REVISION DESCRIPTION BY APP. DATE e 1 SOUND FORD 1 1 1 - 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 3Q CONSTRUCT 6" CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. 2© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 3© ADJUST MONITORING WELL TO GRADE. > . , - 9 h 7�7f�y��i�[�ITyi 4:1111 1' 1411/_11111 MEDIAN 1 SHEET STATION OFFSET DESCRIPTION RADIUS 3 12 +56.31 13.50' RT PC 886.50' 16 15 +03.61 9.32' RT PC 101.00' 17 14 +88.87 10.50' RT PRC 889.50' 18 12 +56.31 10.50' RT PT 936.50' 19 15 +14.64 9.50' RT AP IRRIGATION PLAN 20 15 +14.64 1 11.50' RT AP POINT LAYOUT TABLE GUTTER 1 GUTTER 1 SHEET STATION OFFSET DESCRIPTION RADIUS 1 13 +24.19 47.51' LT PC 49.00' 2 13 +34.44 45.37' LT PT 114,115 3 13 +75.96 37.15' LT PC 51.00' 4 13 +83.55 36.50' LT PRC 936.50' M CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. :n NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. 0 OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN - ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTIUTY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 a z n a L , m /Tr � O J ' � I " N c1 6.A a .p, 0 o N O O 11 -1a -11 S4'4�Gwa CO& y APF ��re0 yQ� �ONAL'�� SURVEYED: KPG DRAWN BV: KAT DESIGN BY: JLF CHECKBV: NM PROJ MGR: JF FILE: 0655DALN01.dwg Kp� 75391 Avenue N 2502 Jefferson Avenue BID SeatOe,WA98109 Taooma,WA98402 DOCUMENTS (206)286-1640 (253) 627 -0720 wxwkpgoom �� ''} CITY OF RENTON „u Public Works Department APPROV DFOR CONSTRUCTION BV: DATE:///2,,_///Z RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 12 +00 TO STA 15 +50 pry DRAWING NO. 82 PROJECTNO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 82 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z n a L , m /Tr � O J ' � I " N c1 6.A a .p, 0 o N O O MI C) 3 0 z J 0 i i 3 0 i N w i `1 R5 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 15 +67.41 DATA REF. POINT POINT 38.38' LT ELEVATIONS: ELEVATIONS: A = 53 -02 -53 BEGIN 26.75' R = 36.00' %40 26.60' L = 33.33' 1/2A 26.46' T = 17.97' -3/4A 26.31' PRC- 749 +59.68 END 26.16' 25.83' 62.05' RT 43.52' LT SEE GENERAL NOTE 15. �., CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, raw 38.92 �0 CURVE C6 DATA (HARDIE AVE SW) PC = 748 +65.08 PT = 749 +78.86 D A = 65 -11 -17 L = 113.77' R = 100.00' T = 63.94' STA �74e +38.92 BEST PHO & THAI � b R6 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 748 +38.92 DATA REF. POINT ALIGNMENT PLAN 33.11' LT ELEVATIONS: 0 A = 150 -26 -42 BEGIN 24.94' R = 29.00' 1/4A 25.16' L = 76.15' 1/2A 25.39' T = 109.94' 3/4A 25.71' PT- 17 +50.80 END 25.83' LANDSCAPE PLAN 43.52' LT OFFSET SEATTLE SUPER SUPPLEMENT ' - - -- - -' -' SEE GENERAL NOTE 15. STA 17 +50.62 - - - - _ s 77-1- r I , -7: �U CATEGORY SHEET N 9 .. w SITE PREPARATION & TESC PLAN 2 ALIGNMENT PLAN COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND ALIGNMENT PROFILE 0 MEDIAN 1 CD C/) ' O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. t 3 ._ter, �- •: . ... "� x '�� i �.� I ya:� �_ TP�y�_ -- J � � \ � 'F t;.�.- k't 22 3 �° / `I 9 t_ _� v 3 1_ - - - -- 26 _ 26 SOUND FORD -�_ _______ WALKER'S RENTON SUBARU i70 CONSTRUCTION NOTES POINT LAYOUT TABLE MEDIAN 1 O7 MATCH EXISTING. 26 FURNISH AND INSTALL TREE GRATE TYPE 1 PER DETAIL, SHEET 281. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. -,_.. CATEGORY SHEET N 9 .. 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND ALIGNMENT PROFILE 95 MEDIAN 1 106 C/) ' O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. w GUTTER. '. STATION Z 182 PROPERTY RESTORATION PLANS 197 J 219 ILLUMINATION PLANS 230 IRRIGATION PLAN - STA 19 +13.74 LANDSCAPE PLAN 296 OFFSET DESCRIPTION RADIUS CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, REVISION DESCRIPTION - STA 19 +43.90 4 17 +75.17 13.50' RT PRC 99.00' THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 5 17 +87.84 12.62' RT PT 48 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, 101.00' ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER SHEETS 193 -194. 6 18 +40.17 3.74' RT PC WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. PCC 7 18 +62.67 1.50' RT 898.50' - STA 15 +92.65, 51.57' LT - STA 17 +28.87, 54.41' LT 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27 8 18 +90.17 1.50' RT PT 13 19 +21.01 1 13.50' LT PC 929.00' 7O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A WITH DETECTABLE WARNING SURFACE PER 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, 14 15 +78.60 1 3.65' LT PCC 99.00' WSDOT STD PLAN F- 40.16 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. SHEET 281. 15 15 +57.18 1 0.99' LT PT - STA 16 +19.53, 51.25' LT - STA 16 +93.67, 53.33' LT - STA 15 +83.50, 4.86' RT ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 45 ADJUST MONUMENT CASE AND COVER TO GRADE POINT LAYOUT TABLE GUTTER 2 Og CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. CURB BULB AT GUTTER 2 RESTORATION PLANS, SHEETS 195 -205. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE DECORATIVE :. #.: STATION OFFSET DESCRIPTION RADIUS 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. CROSSWALK TREATMENT DETAIL, SHEET 281. 9 15 +67.41 38.38' LT PRC 36.00' 18 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER LAYOUT POINT TABLE GUTTER 2, THIS SHEET. 10 15 +94.22 53.85' LT PRC 111.74' 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. -,_.. CATEGORY SHEET N 9 .. 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN - ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 C/) ' WATER PLAN 134 w 148 JOINT UTILITY TRENCH PLAN 166 Z 182 PROPERTY RESTORATION PLANS 197 J 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 NUMBER REVISION DESCRIPTION BV APP. DATE «N r . GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. 0 5 10 20 40 60 73-1- N SCALE IN FEET CONSTRUCTION LEGEND CORRESPONDING SHEETS 5 NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY T 343083 � CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN - ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 � �GIgC n -14 -17 yOS4'4 wn O�y2 F 20320 0Q ♦�' NAL ENG SURVEYED: KPG DRAWN BV: KAT DESIGN BY: JLF CHECK CHECK BV: NM PROJ MGR: JF FILE: 0655DALN01.dwg KPC1 7539th AvenueN 2502 Jefferson Avenue BID Seatde,WA98109 Tacema,WA98402 DOCUMENTS (206I 286.1640 253 627 -0720 WWl4'' kpgmm ( 1 . CITY OF RENTON Public Works Department APPROV�D FOR CONSTRUCTION BY: - DATE: /j'�j //Z ;y i !!! RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 15 +50 TO STA 20 +00 pqq DRAWING NO. HJ PROJECT NO. TED403430 PROJECNO. - TED4343 DATE: NOV 2011 SHEET NO. 83 OF 304 NUMBER REVISION DESCRIPTION BV APP. DATE a D z �y m O J ' w n I� > o � E w a o W _ H NUMBER $ \ / m♦ G z\ .52 so 2 ` ♦♦ CURRAN PLAZA R7 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 20 +68.82 DATA REF. POINT 48.50' RT 48.50' LT ELEVATIONS: 28.40' LT A = 131 -11 -56 BEGIN 24.72' R = 49.00' %4A 24.42' L = 112.20' %2A 24.32' T = 108.02' 3/4A 24.49' PT - 248 +07.06 END 24.66' 30.42' RT 25.54' RT 24.99' PT - -STA 248 +02.79 `♦ i \ `� S so ♦♦ r � SEE GENERAL NOTE 15 R8 INTERSECTION CURVE DATA HORIZONTAL PC - VERTICAL PC - % 48.50' RT DATA REF. POINT 10 28.40' LT 48 -22 -37 ELEVATIONS: r 4 48 -47 -46 %411 BEGIN 24.63' R = 61.00' 26.05' %4A 24.76' L = 51.95' PT - %2A 24.88' T = 27.67' 30.42' RT 3/4A 24.99' PT - 22 +74.56 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. END 25.08' 48.50' LT F- 10.12 -02. „ rn ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. DETECTABLE WARNING SURFACE PER WSDOT F SEE TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, 9 CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - - - - - - - - - - - - - - - - Jr w GENERAL - STA 21 +13.60, 77.62' LT - STA 22 +35.89, 62.33' LT 14 STA 20 +68.82 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. - STA 22 +74.66, 48.50' LT - STA 22 +10.45, 48.50' RT - STA 22 +57.04, 61.31' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 2� CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194. M v � v R7 H w 8 [� x SD SD SD 3D - - - - -- °+ ISLAND 4 ) ( 0 1z ` 3 I 1 10 N WN w - RAINIER AVE Ste- J � MEDIAN 1 II I I -0�1 STA 20 +38.49 I I 1 ;I R8 INTERSECTION CURVE DATA HORIZONTAL PC - VERTICAL PC - 249 +33.02 48.50' RT DATA REF. POINT 10 28.40' LT 48 -22 -37 ELEVATIONS: 25.75' A = 48 -47 -46 %411 BEGIN 24.63' R = 61.00' 26.05' %4A 24.76' L = 51.95' PT - %2A 24.88' T = 27.67' 30.42' RT 3/4A 24.99' PT - 22 +74.56 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. END 25.08' 48.50' LT F- 10.12 -02. „ rn SEE GENERAL NOTE 15. STA 249 +09.47 STA 22 +50.74 = 7TH STREET STA 250 +00 STA 1i83647- R9 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 22 +10.49 DATA REF. POINT 1.50' RT 48.50' RT ELEVATIONS: 10 A = 48 -22 -37 BEGIN 25.75' R = 91.00' %411 25.92' L = 76.83' 1/2A 26.05' T = 40.88' 3/4A 25.97' PT - 250 +78.08 END 25.85' 1 21 +57.53 30.42' RT AP ® SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. POINT LAYOUT TABLE MEDIAN 1 POINT LAYOUT TABLE MEDIAN 2 MEDIAN 1 :. #.: STATION OFFSET DESCRIPTION RADIUS 9 21 +61.54 1.50' RT PC 4.24' 10 21.62.04 6.94' LT PT PT 11 21 +36.30 9.98' LT PC 500.00' 12 20 +77.04 13.50' LT PT `/ - - - -- -- 21 21 +57.42 5.47' LT AP IRRIGATION PLAN 2 1 21 +57.53 1 0.50' LT AP ® REVISION DESCRIPTION MEDIAN 2 :. #.: STATION OFFSET DESCRIPTION RADIUS 1 23 +59.70 10.50' RT PC 1.50' 2 23 +59.70 13.50' RT PT PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET BY I APP.I DATE a CONSTRUCTION NOTES �t MATCH EXISTING RIGHT OF WAY PLANS DRAWN BY: KAT O5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, NM 9 �' PROJMGR: SHEET 26. WARNING SURFACE PER WSDOT STD PLAN F- 40.12 -01. SEE CROSSWALK RAMP O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. FILE: 0655DALN01.dwg 149 ♦ `� REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. O3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY `/ - - - -- -- ENTRANCE. SEE GENERAL TO GRADE. - STA 23 +59.56, 67.14' RT IRRIGATION PLAN CONSTRUCTION NOTES 12 AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. AND DETAIL, SHEET 216. �P F- 10.12 -02. „ rn ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. w GENERAL - STA 21 +13.60, 77.62' LT - STA 22 +35.89, 62.33' LT 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. - STA 22 +74.66, 48.50' LT - STA 22 +10.45, 48.50' RT - STA 22 +57.04, 61.31' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 2� CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194. so so o �T4.+ R9 ° R 44 ° \\ so so 0 5 10 20 40 6 SCALE IN FEET s0 SURVEYED: ARBY'S RIGHT OF WAY PLANS DRAWN BY: KAT ��� 3 �� 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, NM 9 �' PROJMGR: SHEET 26. (206)286 -1640 (253) 627 -0720 116,117 WATER PLAN WWWA g.com FILE: 0655DALN01.dwg 149 ♦ `� 167 JOINT UTILITY TRENCH PROFILES 183 - `/ - - - -- -- 33 ADJUST MONITORING WELL TO GRADE. 231 IRRIGATION PLAN 285 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT �P so so o �T4.+ R9 ° R 44 ° \\ so so 0 5 10 20 40 6 SCALE IN FEET s0 SURVEYED: KPG RIGHT OF WAY PLANS DRAWN BY: KAT ��� DESIGN BY: JLF 7539th Avenue 2502 Jefferson Avenue CHECK BY: NM Sealtle,098109 Tacoma,WA98402 PROJMGR: JF (206)286 -1640 (253) 627 -0720 116,117 WATER PLAN WWWA g.com FILE: 0655DALN01.dwg 149 CONSTRUCTION CL 24 ? MEDIAN 2 ?: d, kAg A a w IH 10 0 ¢ co U-1 x STA 24+46.58 F- a; 5 :T .� BOB BRIDGE SCION ♦ TA \3`1�♦ 251 +44.44 \,\ Yp c. STA = 251 +91.22 BID DOCUMENTS so \ \ T. CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION / BY: DATE:�4601- 1. SEE PREVIOUS SHEET. CONSTRUCTION LEGEND NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION T=343084 LIMITS. SEE ROW PLANS FOR TTICE WHERE ADJACENT TO PRIVATE PROPERTY CORRESPONDING SHEETS_ CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS e SITE PREPARATION & TESC PLAN 72 38 ADJUST SANITARY SEWER CLEANOUT TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, € DRAINAGE PLANS e� DRAINAGE PROFILE 116,117 WATER PLAN 135 149 SHEET 26. 167 JOINT UTILITY TRENCH PROFILES 183 -1, F ` CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN ' 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT „ rn CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE STA 23 +65.40 in TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. w GENERAL CONSTRUCTION NOTES CONSTRUCTION CL 24 ? MEDIAN 2 ?: d, kAg A a w IH 10 0 ¢ co U-1 x STA 24+46.58 F- a; 5 :T .� BOB BRIDGE SCION ♦ TA \3`1�♦ 251 +44.44 \,\ Yp c. STA = 251 +91.22 BID DOCUMENTS so \ \ T. CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION / BY: DATE:�4601- 1. SEE PREVIOUS SHEET. CONSTRUCTION LEGEND NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION T=343084 LIMITS. SEE ROW PLANS FOR TTICE WHERE ADJACENT TO PRIVATE PROPERTY CORRESPONDING SHEETS_ CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN - ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 20 +00 TO STA 24 +50 S z �y m /V O J ^y � ' T A C) I� a < -c a .p 0 O N Z 84 DRAWING NO. PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 84 OF 304 S z �y m /V O J ^y � ' T A C) I� a < -c a .p 0 O N Z ke 0 <r z c� 0 i d 0 i z 0 z w i U O GENERAL CONSTRUCTION NOTES I. ADJUST ALL SURFACE UTILITIES TO GRADE. CONSTRUCTION NOTES Q3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUC110N NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23, AND DETAIL, SHEET 24. FOR DIMENSION, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAILS, SHEET 33. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 17 CONSTRUCT MODULAR BLOCK WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAIL, SHEET 33. ©0 FURNISH AND INSTALL PEDESTRIAN HANDRAIL ADJACENT TO INTEGRAL CURB, PER DETAIL, SHEET 24. 4© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. ® FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS. - STA 28 +73.81 ©9 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 33 ADJUST MONITORING WELL TO GRADE 3� CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 41 RELOCATE STAND PIPE OR CAP STAND PIPE AT GRADE. 45 ADJUST MONUMENT CASE AND COVER. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 SHEET STATION OFFSET DESCRIPTION RADIUS 3 25 +67.46 13.50' RT PC 504.00' 12 28 +53.84 13.55' LT PRC 99.00' 13 28 +40.98 12.78' LT PT JOINT UTLITY TRENCH PLAN 14 27 +63.16 4.14' RT PC 101.00' 15 27 +28.52 9.50' RT PCC 500.93' 16 25 +61.59 10.50' RT PT 17 27 +56.58 8.00' RT AP 18 1 27 +56.61 10.23' RT AP SoSw4N $ N' CONSTRUCTION LEGEND NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. D OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. T- 343085 CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY Z. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 1. FOR CONSTRUCTION PHASING CHANNELIZAT10N AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 3. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. i. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION I AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 3. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. >. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 0. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 1. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 2. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 3. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 4. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCA OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 5. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 6. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING_ SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN - ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTLITY TRENCH PLAN 168 JOINT U1ILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNEUZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 a a z by m �O �a ~ o � K w a ,6 K . ` o w N O nvvu.vvm nv c. n�no� imrnv rcmovu r�i rhrt�[� ai rRVry inv[ GwA CO�92 11 -14-17 SURVEYED: KPG RAINIER AVENUES (SR 167) DRAWING NO. 85 DRAWN BY: KAT CITY OF RENTON SoSw4N $ N' DESIGN BY: JLF BID "I` S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y - 75391h AvenueN 2502 Jefferson Avenue Public Works Department 'A 203z0 Na CHECK BY: NM Sea(de,WA98109 Tacana,WAW02 DOCUMENTS APPR_OV DFOR CONSTRUCTION ALIGNMENT PLAN FEDAIDNO. - GM0167(048) °«E °�'[l�`0 PROD MGR: JF 121286.1610 (253) 627 -0720 ` DATE: NOV 2011 vONq[, C' www.kp9.00m BY: DATE: /2 STA 24 TO STA 29 SHEET NO. 85 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DALN01.dwg \ +50 +00 / a a z by m �O �a ~ o � K w a ,6 K . ` o w N O Y ti Z� 0 COO X N C M v 3 t. 9 MAZATLAN 30 STA 30 +54.89 8.82' LT 54.7: SOUTH LAKE VETERINARY xI:J CONSTRUCTION NOTES Q3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23, AND DETAIL, SHEET 24. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. INSTALL PER SHEET PILE WALL DETAILS. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAILS, SHEETS 33. 15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24, WITHIN LIMITS SHOWN ON SHEET 92. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. © CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. HER AVE S / WALL 3 - - -- - - - -22\,, CONSTRUCTION CL - - - - - - -- -- _-- r - - - - -0 - - - - - -- - - -- RAINIER VILLAGE I RAILROAD R -O -W 0 5 10 20 40 60 SCALE IN FEET `LJ WALL 5 r 00 rn ~ w w x to 0 LO r7 r7 V) w z J AUTO BODY AND PAINT - >; i i ------ ---- -- ® FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS. - STA 30 +32.27 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER - STA 29 +01.19 - STA 29 +45.82 - STA 29 +73.67 33 ADJUST MONITORING WELL TO GRADE. 36 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE DETAILS, SHEET 25 39 CONSTRUCT 10" REINFORCED CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH THICKENED CEMENT CONCRETE SIDEWALK FOR PUMPSTATION ACCESS PARKING, STA 30 +56.17 TO STA 31 +50.94, LT, PER DETAIL, SHEET 26. 40 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL 4 PLAN AND DETAILS, SHEETS 25 AND 34 -35. 42 AVOID BRIDGE PILE CAP, COLUMN, AND ABUTMENT. COORDINATE WORK WITH CITY PERSONNEL AND BNSF RAILROAD. 56 CONSTRUCT CEMENT CONCRETE PAVEMENT AND RESERVOIR COURSE PER DETAIL, SHEET 89, AND PANEL LAYOUT, SHEET 92. GENERAL CONSTRUCTION NOTES 1. SEE PREVIOUS SHEET. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 SHEET STATION OFFSET DESCRIPTION J 4 30 +75.98 7.58' RT PT ALIGNMENT PROFILE 5 STA 30 +54.89 8.82' LT 54.7: SOUTH LAKE VETERINARY xI:J CONSTRUCTION NOTES Q3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23, AND DETAIL, SHEET 24. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. INSTALL PER SHEET PILE WALL DETAILS. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAILS, SHEETS 33. 15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24, WITHIN LIMITS SHOWN ON SHEET 92. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. © CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. HER AVE S / WALL 3 - - -- - - - -22\,, CONSTRUCTION CL - - - - - - -- -- _-- r - - - - -0 - - - - - -- - - -- RAINIER VILLAGE I RAILROAD R -O -W 0 5 10 20 40 60 SCALE IN FEET `LJ WALL 5 r 00 rn ~ w w x to 0 LO r7 r7 V) w z J AUTO BODY AND PAINT - >; i i ------ ---- -- ® FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS. - STA 30 +32.27 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER - STA 29 +01.19 - STA 29 +45.82 - STA 29 +73.67 33 ADJUST MONITORING WELL TO GRADE. 36 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE DETAILS, SHEET 25 39 CONSTRUCT 10" REINFORCED CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH THICKENED CEMENT CONCRETE SIDEWALK FOR PUMPSTATION ACCESS PARKING, STA 30 +56.17 TO STA 31 +50.94, LT, PER DETAIL, SHEET 26. 40 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL 4 PLAN AND DETAILS, SHEETS 25 AND 34 -35. 42 AVOID BRIDGE PILE CAP, COLUMN, AND ABUTMENT. COORDINATE WORK WITH CITY PERSONNEL AND BNSF RAILROAD. 56 CONSTRUCT CEMENT CONCRETE PAVEMENT AND RESERVOIR COURSE PER DETAIL, SHEET 89, AND PANEL LAYOUT, SHEET 92. GENERAL CONSTRUCTION NOTES 1. SEE PREVIOUS SHEET. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 SHEET STATION OFFSET DESCRIPTION RADIUS 4 30 +75.98 7.58' RT PT ALIGNMENT PROFILE 5 31 +02.34 7.50' RT PC 100.00' 6 31 +19.24 6.06' RT PT JOINT UTILITY TRENCH PLAN 7 31 +72.47 3.06' LT PC 100.00' 8 31 +89.36 4.50' LT PT IRRIGATION PLAN 11 31 +02.87 7.50' LT PC 512.00' 19 31 +62.94 5.50' LT AP 20 31 +62.94 1 3.46' LT I AP DATE CONSTRUCTION LEGEND r NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. RESERVOIR COURSE WITH CONSTRUCTION GEOTEXTILE FOR SEPARATION. CONSTRUCT PER TYPICAL SECTIONS, SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY T- 343086 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN - ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 �y m /r a O a o -c o w N O nia�1 OSF'4X IIaAC04 5 - o =r` H ? 20320 ¢� ,n rsre titae' �2pxac e SURVEYED: KPG DRAWN BY: KAT DESIGN BY: JLF CHECK BV: NM PROJ MGR: JF FILE: 0655DALN01.dwg Kp� 75391hAvenueN 2502JeRersonAvenue BID Seatlle,WA98109 Tacoma,WA98402 DOCUMENTS (2061286'1640 (253)627 -0720 www'kpg'oJm �� �- CITY OF RENTON Public Works Department APPROV D FOR CONSTRUCTION BY: - DATE: l /��� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 29 +00 TO STA 33 +50 DRAWING NO. 86 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 86 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE �y m /r a O a o -c o w N O 0 N 3 Y 00 ;_ ao ~ M w w x 1n - + M U) w z J QSYS'`s� m 351 +39:48 I i CONSTRUCTION NOTES I 1 1 Oi MATCH EXISTING 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. STA 647 +79.30 1 02 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. INSTALL PER SHEET OD CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY. SEE NOTES GENERAL CONSTRUCTION NOTES 12 AND 13, NEXT PILE RETAINING WALL DETAILS. SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 12 HMA FOR PRELEVEL CL I" PG 70 -22 WITH 3" MAX LIFT DEPTH, TO ACHIEVE FINISHED 1 ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER WSDOT GRADE ELEVATION AT S 4TH PLACE. SEE RAINIER AVE S PROFILE, SHEET 99, S 4TH I' STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. PLACE PROFILE, SHEET 103, AND TYPICAL SECTIONS, SHEET 21. 1, - STA 33 +97.26, 62.98' LT - STA 34 +39.39, 60.33' LT - STA 34 +49.89, 47.95' LT - STA 33+69.69, 46.23' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. -STA 33 +82.03, 58.43' RT -STA 34 +30.16, 60.70' RT CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. I! 1 - STA 34 +43.82, 46.14' RT ).15 4 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA I! O5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING SURFACE PER WSDOT STD © UNIT PER DRAINAGE DETAILS II PLAN F- 40.12 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. -STA 33 +75.31, 43.35' LT - STA 34 +82.45 - STA 34 +83.39 I1�8)I 8 I �; © FURNISH AND INSTALL MONUMENT CASE AND COVER. 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE I I I I: 1 FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. - STA 35 +32.22 I I - STA 35 +28.47 I ,.I IF , jl Og CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY 1 a I; f, RESTORATION PLANS, SHEETS 195 -205. I = I 1 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. CA JACK IN THE BOXI, I I -� I I 1 Imo. 4 POWER SPORTS -------------------- 3 4 - -, 9 l -. `/ FCA 12 -j " "- d ST 351 +15.58 N REVISION DESCRIPTION 1 .- ,- ------ �-=--- _---= '_=-- = = - - == I =--- `-McLENDON It so- HARDWARE I 0 5 10 20 40 60 SCALE IN FEET R11 INTERSECTION CURVE DATA HORIZONTAL 349 +25.06 VERTICAL PC - 33 +68.10 ELEVATIONS: DATA f I 1 42.50' LT 9 1 .- ,- ------ �-=--- _---= '_=-- = = - - == I =--- `-McLENDON It so- HARDWARE I 0 5 10 20 40 60 SCALE IN FEET R11 INTERSECTION CURVE DATA HORIZONTAL 349 +25.06 VERTICAL PC - 33 +68.10 ELEVATIONS: DATA REF. POINT BEGIN 25.73' 42.50' LT 31.00' ELEVATIONS: L = A = 88 -01 -31 T = BEGIN 24.04' R = 31.00' END 26.08' 1/4A 24.39' L = 47.63' 7.50' RT 1/2A 24.75' T = 29.95' 1 7.50' LT 3/4A 25.04' PT- 349 +28.64 7.50' LT END 25.28' 15 17.61' RT 6.01' LT PT R12 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 349 +25.06 DATA REF. POINT DATA REF. POINT 19.60' LT ELEVATIONS: A = 89 -42 -59 BEGIN 25.73' R = 31.00' 1/4A 25.77' L = 48.54' Y2A 25.83' T = 30.85' 3/4A 25.95' PT- 34 +67.45 END 26.08' END 25.27' 42.50' LT 20.22' RT :4 IC ?5: R13 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 33 +54.94 DATA REF. POINT 33 +58.20 42.50' RT ELEVATIONS: 0 = 94 -15 -14 BEGIN 24.25' R = 31.00' Y4A 24.49' L = 51.00' Y2A 24.75' T = 33.39' 3/4A 25.01' PT- 350 +77.44 END 25.27' 42.50' RT 20.22' RT 37 +84.54 SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. 11-14-11 SURVEYED: KPG 1K3P� 4�G1A °O `� CITY OF RENTON ,054' wn By2 DRAWN BY: KAT � � - oN DESIGN BY: JLF 753bAvenueN 2502 Jefferson Avenue BID Public Works Department CHECKBY: NM Seatte,WA98109 Taoorna,WA98402 DOCUMENTS '9 20320 `v`°� (206)286.1640 (253)627.0720 APP OVED FOR CONSTRUCTION or Ts PROJ MGR: JF ,n Sr BY APP. DATE Q'ONAL FILE: 0655DALN01.dwg ww11k�COm BY: DATE: 00 w H- w x CD 0 H- C/) w z J x a M 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281. - STA 36 +87.00, 0' RT 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 45 ADJUST MONUMENT CASE AND COVER TO GRADE. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK DETAIL, SHEET 89. FOR FINAL SURFACE TREATEMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. GENERAL CONSTRUCTION NOTES 1. SEE NEXT SHEET. CONSTRUCTION LEGEND 1. SEE CONSTRUCTION LEGEND, NEXT SHEET. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 #•: STATION OFFSET DESCRIPTION RADIUS 9 33 +58.20 4.50' LT PC 1.50' 10 33 +58.20 7.50' LT PT PT 3 36 +42.24 I1.1ILIk9w- c mir_1:34:011,1 :411E , &IIIIIIIIIIIIII MEDIAN 3 HORIZONTAL STATION OFFSET DESCRIPTION RADIUS 1 34 +60.85 4.50' RT PC 1.50' 2 34 +60.85 7.50' RT PT L = 3 36 +42.24 7.50' RT PC 3007.50' 4 37 +79.98 7.50' RT PT 42.50' RT 5 37 +84.54 7.50' RT PC 99.00' 13 1 37 +79.98 1 7.50' LT PC 2992.50' 14 36 +87.23 7.50' LT PRC 99.00' 15 36 +70.36 6.01' LT PT 16 36 +17.96 2,99' RT PC 101.00' 17 36 +00.58 4.50' RT PT 18 36+26.65 3.50' RT AP 19 36 +26.65 5.50' RT I AP R14 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 350 +69.96 DATA REF. POINT SITE PREPARATION & TESC PLAN 20.96' LT ELEVATIONS: A = 85 -53 -04 BEGIN 25.19' R = 31.00' Y4A 25.30' L = 46.47' Y2A 25.42' T = 28.85' 3/4A 25.54' PT - 34 +58.39 END 25.65' PROPERTY RESTORATION PLANS 42.50' RT CHANNELIZATION & SIGNING PLAN SEE GENERAL NOTE 15. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 33 +50 TO STA 38 +00 T- 343081 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN - ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 a a z �ya m N N o J ^y � ' T � N J C) I� a d � K W o w N O 0 87 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 87 OF 304 a a z �ya m N N o J ^y � ' T � N J C) I� a d � K W o w N O 0 a� RE 0 N 3 r- 00 U-1 U-1 x 0 0 M F- In U-1 z J a QDOBA BLOCKBUSTER 29 14 � O W77 STA 38 +55.47 RAINIER AVE S 1 39 'Co e 0 L ® i R17 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 40 +83.74 DATA REF. POINT DATA REF. POINT 45.08' RT ELEVATIONS: A = 76 -04 -28 BEGIN 28.66' R = 36.00' 1/4A 28.70' L = 47.80' 1/2A 28.78' T = 28.16' 3/4A 28.87' PT - 450 +70.08 END 28.95' END 29.14' 20.65' RT 46.77' RT 3AD PL $U e. D e ® � � r - rP ,x e A U R18 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 450 +92.30 DATA REF. POINT 20 22.30' RT ELEVATIONS: A = 103 -56 -18 BEGIN 29.33' R = 31.00' %4A 29.21' L = 56.24' %2A 29.07' T = 39.63' 3/4A 28.96' PT- 41 +95.82 END 29.14' 45 46.77' RT THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE. 449 +11.18 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL •� 4 STA 41 +66.35 � 4 STA 450 +75.07 R17 54 $' IC U1 2 SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. r - - DATA REF. POINT 40 60 20 CONSTRUCTION NOTES SCALE 54 BEGIN 29.27' FEET 31.00' Ot MATCH EXISTING. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. Q2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 449 +13.37 d 2g 45 a THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 2.12' LT 3/4A 29.19' PT- 1 1 1 30 �` •13- 411 12 - STA 42 +00, 6.00' RT �" WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP "" ` " NEW HMA ROADWAY PAVEMENT 38 +45.16 1 1 35 FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. SEE URBAN DESIGN 39 =A: - STA 40 +73.47, 49.45' LT - STA 40 +85.85, 64.47' LT 3.47' LT 4504; ; - STA 41 +32.06, 61.61' LT - STA 41 +53.40, 47.20' LT - APPROX STA 40 +78.1, 58.3' LT 13. 1 54 11 11 MEDIAN 4 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 45 ADJUST MONUMENT CASE AND COVER TO GRADE. Qg CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE 54 14. CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE K'" C PROPERTY RESTORATION PLANS, SHEETS 195 -205. OVERLAY ONLY AREA. PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE 4 � 4 STA 450 +75.07 R17 54 $' IC U1 2 ru; SEE GENERAL NOTE 15. AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. R15 INTERSECTION CURVE DATA SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. PC - 0 5 10 DATA REF. POINT 40 60 20 CONSTRUCTION NOTES SCALE IN BEGIN 29.27' FEET 31.00' Ot MATCH EXISTING. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. Q2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 449 +13.37 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, 2g CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. a THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 2.12' LT 3/4A 29.19' PT- 41 +62.10 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281. ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER 12 - STA 42 +00, 6.00' RT �" WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP "" ` " NEW HMA ROADWAY PAVEMENT 38 +45.16 PLACEMENT. 35 FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. SEE URBAN DESIGN 21 - STA 40 +73.47, 49.45' LT - STA 40 +85.85, 64.47' LT 3.47' LT DETAILS, SHEET 281. AP - STA 41 +32.06, 61.61' LT - STA 41 +53.40, 47.20' LT - APPROX STA 40 +78.1, 58.3' LT 13. - STA 40 +97.54, 48.06' RT - STA 41 +13.98, 62.42' RT TYPICAL SECTIONS, - STA 41 +65.92, 68.03' RT - STA 41 +75.31, 54.12' RT 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 45 ADJUST MONUMENT CASE AND COVER TO GRADE. Qg CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE 54 14. CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE K'" C PROPERTY RESTORATION PLANS, SHEETS 195 -205. OVERLAY ONLY AREA. PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 4 ru; SEE GENERAL NOTE 15. AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. R15 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 40 +57.42 DATA REF. POINT PC - 44.68' LT ELEVATIONS: A = 98 -39 -58 BEGIN 29.27' R = 31.00' %4A 29.19' L = 53.38' Y2A 29.11' T = 36.08 3/40 29.03' PT - 449 +13.37 END 28.92' AP 15.51' RT a SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION I R16 INTERSECTION `} w DESCRIPTION VERTICAL PC - x J DATA REF. POINT 0) o 1 %30 0 A = 81 -29 -05 8 BEGIN 28.91' R = 36.00' w � L = 51.20' AP %2A 29.10' a N R16 INTERSECTION CURVE DATA HORIZONTAL DESCRIPTION VERTICAL PC - 449 +26.45 J DATA REF. POINT 11. 20.98' LT 1 %30 ELEVATIONS: A = 81 -29 -05 8 BEGIN 28.91' R = 36.00' Q %4A 29.01' L = 51.20' AP %2A 29.10' T = 31.01' 2.12' LT 3/4A 29.19' PT- 41 +62.10 40 +70.39 END 29.28' PT 46.26' LT 12 SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. ... r . #: z SEE GENERAL NOTE 15. DESCRIPTION RADIUS 6 38 +01.27 J PT 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 1 %30 3.05' LT = 101.00' 8 38 +71.56 4.50' LT PT Q CONSTRUCTION LEGEND 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE AP 202 10 40 +70.56 2.12' LT BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND 3.88' P 40 +70.39 9.88' LT PT NEW PAVEMENT AREA. INSTALL 12 SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS �" AP "" ` " NEW HMA ROADWAY PAVEMENT 38 +45.16 195 - 205. AP 21 SECTION AND OVERLAY PER 3.47' LT AP DETAIL, SHEETS 24 -25, AND 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, TYPICAL SECTIONS, SHEETS 208 - 215. SHEETS 19 -23. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION K'" C OVERLAY ONLY AREA. OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, INSTALL HMA OVERLAY PER SHEETS 269 - 281. 4 ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS,15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA 22 SHEETS 19 -23. REFERENCE POINT DETAIL, SHEET 81. Z ® ^; CEMENT CONCRETE SIDEWALK 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LJ AND /OR PAVEMENT. CONSTRUCT LINES NOT SHOWN FOR CLARITY. SUB CONCRETE PER TYPICAL SECTIONS SHOP SHEETS 19 -23. STA 450 +92.30 T=14MRR -- - - - - -- APPROXIMATE CONSTRUCTION � LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY POINT LAYOUT TABLE MEDIAN 3 CORRESPONDING SHEETS MEDIAN 3 . #: STATION OFFSET DESCRIPTION RADIUS 6 38 +01.27 6.08' RT PT 5.54' 7 38 +54.49 3.05' LT PC 101.00' 8 38 +71.56 4.50' LT PT JOINT UTILITY TRENCH PLAN 9 39 +13.23 4.50' LT AP 202 10 40 +70.56 2.12' LT PC 3.88' 11 40 +70.39 9.88' LT PT 12 39 +13.05 7.50' LT AP 20 38 +45.16 5.50' LT AP 21 38 +45.16 3.47' LT AP POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 :•N,: STATION OFFSET DESCRIPTION RADIUS 1 41 +80.32 0.46' RT PC 5.54' 2 41 +80.15 11.54' RT PT 122 13 41 +80.33 2.46' RT AP JOINT UTILITY TRENCH PLAN 14 41 +80.18 9.54' RT AP 202 CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN - ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 4iN GIACO 11-14 -11 SURVEYED: KPG 6G RAINIER AVENUE S (SR 167) DRAWING NO. 8$ os WA , 9 DRAWN BY: KAT CITY OF F ENTON w s ■r ' r S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 $ DESIGN BY: JLF 7539Th AVeoueN 2502JeBerson Avenue BID Public Works Department FED AID NO. - CM0167(048) y CHECK BV: NM (206)26.1640 9 Tamma7- 0720 02 DOCUMENTS ALIGNMENT PLAN '7 20320 w� APP. OVED FOR CONSTRUCTION CISTE �f PROJ MGR: JF wwwA8G1940 (2531627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE �'VONpL E ' FILE: 0655DALN01cwg BY: DATE:�2 STA 38 +00 TO STA 42 +00 SHEET NO. 88 OF 304 S �ya n O c 1 J a .p { ` o w N O 0 Y 00 I- w w x 0 0 F- w z J 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Q CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. ©2 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 26 FURNISH AND INSTALL TREE GRATE TYPE 1 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER. -STA 42 +98.11 -STA 43 +28.17 38 ADJUST SANITARY SEWER CLEANOUT TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. NUMBER REVISION DESCRIPTION BY I APP.I DATE 10" CEMENT CONCRETE PAVEMENT � - 2" CSBC COMPACTED SUBGRADE FOR CROSSWALKS. UNDER PEDESTRIAN ISLANDS, AND CONCRETE PANEL RECONSTRUCTION 0 rn f- w w x CD 0 V) w z i l a POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 GENERAL CONSTRUCTION NOTES CONSTRUCTION LEGEND OFFSET DESCRIPTION RADIUS 1. ADJUST ALL SURFACE UTILITIES TO GRADE. V NEW PAVEMENT AREA. INSTALL PC 99.00' "` NEW HMA ROADWAY PAVEMENT 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND SECTION AND OVERLAY PER 123 INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL DETAIL, SHEETS 24 -25, AND 7.82' LT SECTIONS AND DETAILS, SHEETS 19 - 25. TYPICAL SECTIONS, 6 43 +80.85 SHEETS 19 -23. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, 9 43 +80.85 & DETAIL SHEETS 28 - 35. 0 OVERLAY ONLY AREA. 104.00' 10 INSTALL HMA OVERLAY PER 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY ROADWAY PAVING DETAIL, 11 SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. SHEET 24, AND TYPICAL SECTIONS, PC 101.00' SHEETS 19 -23. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS PT 55 - 68. CEMENT CONCRETE SIDEWALK 0.60' RT AP AND /OR PAVEMENT. CONSTRUCT 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION CONCRETE PER TYPICAL SECTIONS AP AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC SHEETS 19 -23. PLANS, SHEETS 69 - 79. -- - - - - -- APPROXIMATE CONSTRUCTION 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS LIMITS. SEE ROW PLANS FOR 93 -103. ICE WHERE ADJACENT TO PRIVATE PROPERTY 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 11-�aa1 STATION OFFSET DESCRIPTION RADIUS 3 42 +57.37 12.70' RT PC 99.00' 4 42 +81.51 10.09' RT PT 123 5 43 +57.75 7.82' LT PC 101.00' 6 43 +80.85 10.5' LT PT 203 9 43 +80.85 13.5' LT PC 104.00' 10 43 +57.06 10.74' LT PT 11 43 +28.89 4.12' LT PC 101.00' 12 43 +07.31 1.46' LT PT 15 43 +03.56 0.60' RT AP 16 1 43+03.56 2.86' RT AP 10" CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT JOINT � 12" RESERVOIR COURSE INCL. HAUL CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON -WOVEN COMPACTED SUBGRADE FOR CEMENT CONCRETE PAVEMENT WITH RESERVOIR COURSE CEMENT CONCRETE PAVEMENT NOTES: 1. FOR FINAL SURFACE TREATMENT OF CROSSWALKS, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 2. FOR PANEL LAYOUT OF CEMENT CONCRETE PAVEMENT WITH RESERVOIR COURSE, SEE SHEET 92. 3. FOR COORDINATION BETWEEN PANEL LAYOUT AND UTILITY CASTINGS, SEE UTILITY CASTING BOXOUT DETAIL, THIS SHEET TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION NTS KPG'r 753%AvenueN 2502 Jefferson Avenue Sea81e,WA98109 Tacana,WA96402 (206)286.1640 (253) 627 -0720 wlnv.kpg.cum 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION PROVIDE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, 3 -3' #4 BARS SHEETS 269 - 281. WITHIN 12" OF THE UTILITY CASTING 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA BOXOUT REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. ISOLATION JOINT CASTING BOXOUT NOTES: 1. PROVIDE BOXOUT AT ALL LOCATIONS WHERE CEMENT CONCRETE PAVEMENT JOINT IS LESS THAN 1' FROM CASTING. 2. ISOLATION JOINTS SHALL BE AT LEAST J" WIDE AND FILLED WITH A COMPRESSIBLE MATERIAL. 3. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVIDE AT LEAST 1' CLEARANCE BETWEEN THE FIXTURE AND THE SURROUNDING ISOLATION JOINT. UTILITY CASTING BOXOUT DETAIL FOR EXISTING AND NEW CASTINGS IN CEMENT CONCRETE PAVEMENT AREAS NTS CITY OF RENTON BID Public Works Department DOCUMENTS APPROJED CONSTRUCTION BY: DATE: //4/G ISOLATION JOINT T=343089 CEMENT CONCRETE T� PAVEMENT JOINT CORRESPONDING SHEETS CATEGORY 11-�aa1 SURVEYED: KPG X08 63 SITE PREPARATION & TESC PLAN 77 q2 - DRAWN BY: KAT DRAINAGE PLANS 112 DRAINAGE PROFILE 123 7 0 140 DESIGN BY: JLF JOINT UTILITY TRENCH PLAN 172 CHECK BY: NM PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 �l�Qw 236 PROJ MGR: JF LANDSCAPE PLAN 302 FILE: 0655DALN01.dwg KPG'r 753%AvenueN 2502 Jefferson Avenue Sea81e,WA98109 Tacana,WA96402 (206)286.1640 (253) 627 -0720 wlnv.kpg.cum 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION PROVIDE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, 3 -3' #4 BARS SHEETS 269 - 281. WITHIN 12" OF THE UTILITY CASTING 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA BOXOUT REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. ISOLATION JOINT CASTING BOXOUT NOTES: 1. PROVIDE BOXOUT AT ALL LOCATIONS WHERE CEMENT CONCRETE PAVEMENT JOINT IS LESS THAN 1' FROM CASTING. 2. ISOLATION JOINTS SHALL BE AT LEAST J" WIDE AND FILLED WITH A COMPRESSIBLE MATERIAL. 3. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVIDE AT LEAST 1' CLEARANCE BETWEEN THE FIXTURE AND THE SURROUNDING ISOLATION JOINT. UTILITY CASTING BOXOUT DETAIL FOR EXISTING AND NEW CASTINGS IN CEMENT CONCRETE PAVEMENT AREAS NTS CITY OF RENTON BID Public Works Department DOCUMENTS APPROJED CONSTRUCTION BY: DATE: //4/G ISOLATION JOINT T=343089 CEMENT CONCRETE T� PAVEMENT JOINT CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN - ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 42 +00 TO STA 45 +00 89 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 89 OF 304 R19 INTERSEC11ON CURVE DATA HORIZONTAL VERTICAL PC - 45 +87.23 DATA REF. POINT 41.90' LT 48.50' LT ELEVATIONS: A = 69 -31 -49 BEGIN 31.13' R = 46.00' %4A 31.22' L = 55.82' %24 31.31' T = 31.93' 3/40 31.40' PT - 549 +28.35 END 31.32' -STA 33.47' RT 48 +53.13 -STA 45 +55.29, / CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES 1 548 +28.76 �n NEW PAVEMENT AREA. INSTALL 1• SEE PREVIOUS SHEET. / STA 548 +35.77 %% %y / ,%� NEW HMA ROADWAY PAVEMENT i IA'. I m l DET SECTION AND OVERLAY 25, AND CONSTRUCTION NOTES 2�� ;/ l TYPICAL SECTIONS, (1 MATCH EXISTING. Q / SHEETS 19 -23. /� • '` j v s / 1 (2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. O OVERLAY ONLY AREA. .I / ' D 4 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH ; , A (/� / I /j f ! _ WALGREEN S INSTALL HMA OVERLAY PER O R20 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 548 +79.75 * DATA REF. POINT SHEET 24, AND TYPICAL SECTIONS, 41.90' LT ELEVATIONS: A = 99 -24 -05 BEGIN R = 46.00' %4e L = 79.80' %2A T = 54.24' 3/4A PT- 47 +43.52 END -STA 46 +24.11, 46.08' LT LT ROADWAY PAVING DETAIL, DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE SHEET 24, AND TYPICAL SECTIONS, CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP BEGIN 30.21' SHEETS 19 -23. PLACEMENT. %4A 30.55' L = 109.00' %2A 30.96' T = 82.28' -STA 45 +96.58, 49.46' LT 551 +42.23 -STA 46 +24.11, 69.46' LT 48 +52.96 12.81' RT CEMENT CONCRETE SIDEWALK -STA 47 +09.06, 70.18' LT 48 +53.13 -STA 45 +55.29, 70.10' RT 7 AND /OR PAVEMENT. CONSTRUCT -STA 47 +19.68, 56.12' LT 279.00' -STA 46 +40.44, 50.72' RT CONCRETE PER TYPICAL SECTIONS 9 47 +20.51 4.82' RT AP SHEETS 19 -23. O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH 48 +26.41 _ DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.12.01. 8.59' RT SEE -- - - - - -- APPROXIMATE CONSTRUCTION CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP \ -, LIMITS. SEE ROW PLANS FOR PLACEMENT. - TCE WHERE ADJACENT TO -STA 46 +82.65, 34.78' RT 1 / PRIVATE PROPERTY rr e �' lky ^Ct" I *MATCH EXISTING GUTTER ELEVATIONS 1 _ _ _ _ _ _ _ _ _ _ _ _ / 54 I 4 6 FURNISH AND INSTALL MONUMENT CASE AND COVER. 9 22 ` 4 Soy (' I SEE CURB AND GUTTER ROADWAY ,. " 11E -IN DETAIL, SHEET 25 ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT 31 . STD PLAN F- 10.12 -02. < t , a 4eq u!.nrt s,`•� e°- =r�O C xr ! i �•7' / f" ^�rr �` 3' a.v \ �: ,\� ' �. ,� / r�� I✓� CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS I ^ S ` / 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS T• . k � � R79 195-205. CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET � a � a - i � � �� � s . �_ -�V � � � -`- ='- -t - I - ,�., � � 194. °O ' °.� ©2 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 1-- 10 1 % r I1 ; {; �S g w w n I` 54 \ B 23 CONSTRUCT PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CUR _ MEDIA i 8: I���M� \ \� N f� • • 6 . • � PER WSDOT STD PLAN F- 0.64- T STA 548 +70.68, 9.34' LT TO 45 n ,; STA 549 +14.62, 9.68' LT 1 GUTTER 3 35 02 A -) p ✓ �� 47' 1` 9• :8' s\ h 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 7 ocn S ( �'> 193 -194. CONSTRUCTION CL 1p ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT w / J STA 46 +35.06 = S SUNSET BLVD STA b5 + t ' 2 .10 7 ¢g 31 s ' \�� DETAIL, SHEET 26. _ RAINIER AVE S -_ / (, STA 48 +72.48 1 s s of �`T' ISLAND 6 ` /' Q 35 FURNISH AND INSTALL PLAQUE. PLAQUE TYPE TO BE DETERMINED BY CITY. a 28 R22 SEE URBAN DESIGN DETAILS, SHEET 281. L - + I 4: STA 48+ .14 _� 0 5 10 20 40 60 APPROX STA 45 +93.8, 75 5' LT APPROX STA 47 +84 9.5 LT E ' N!, 2 SCALE IN FEET 5 4 ' ADJUST MONUMENT CASE AND COVER TO G • -�.. RADE 1 v� 5 d d 4 r 9 1 STA 47 +26.44 sr S lx e�•t t ±e++ -T' > :l: r 1' �4i'a'.: ., '' /� 4 I _ �: \` \\ ." .'i •. n e T s I' / rTt - -- ' �� Iii I\� / / / I% �a.'� \ 55 0 vcp �' CO A, r� 1 / 1 -L STA 551 +49.79 1 STA 551 +30.52 ;STA 551 +49.7 11, 1111, 1111111111111 NUMBERI REVISION DESCRIPTION R21 � lfj I PC - 45 +11.10 R21 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 45 +11.10 DATA REF. POINT 43.47' RT 48.50' RT ELEVATIONS: A = 111 -31 -13 BEGIN 30.21' R = 56.00' %4A 30.55' L = 109.00' %2A 30.96' T = 82.28' 3/4A 31.37' PT- 551 +42.23 END 31.18' 35.00' RT 20.96' RT 48 +52.96 WALKER'S RENTON SUBARU / /` EXTa /' POINT LAYOUT TABLE GUTTER 3 R22 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 46 +43.39 * DATA REF. POINT 1 43.47' RT ELEVATIONS: 0 = 69 -31 -38 BEGIN R = 13.00' 1/4A L = 15.78' 1/20 T = 9.02' 3/4A PT - 46 +56.18 END PCC 35.00' RT 5 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 55 SEE GENERAL CONSTRUCTION NOTE 14. CORRESPONDING SHEETS *MATCH EXISTING GUTTER ELEVATIONS SEE CURB AND GUTTER ROADWAY TIE -IN DETAIL, SHEET 25 POINT LAYOUT TABLE MEDIAN 5 GUTTER 3 >> -14-17 STATION OFFSET DESCRIPTION RADIUS 1 47 +43.47 46.37' LT PC 521' 2 48 +39.31 37.16' LT PT (206) 286 -1640 (253) 627 -0720 SEE GENERAL NOTE 15. >> -14-17 SURVEYED: KPG OFFSET SOSX, wIn yO�92 DRAWN BY: KAT 7 N DESIGN BY: JLF 75391hAvenueN 2502 Jefferson Avenue 2.25' CHECK BY: NM Seade,WA98109 Tworna,WA9M02 20320 ��r PROJ MGR: JF (206) 286 -1640 (253) 627 -0720 /OI B 'l 47 +52.17 VNnY.Yyg.OJm PC FILE: 0655DALN01.dwg 4 T= 343090 POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 : #. STATION OFFSET DESCRIPTION RADIUS 7 45 +80.22 10.50' LT PC 2.25' 8 45 +80.20 13.50' LT PT 123,124 BID DOCUMENTS MEDIAN 5 :_ #•: STATION OFFSET DESCRIPTION RADIUS 1 47 +07.84 7.13' RT PC 2.25' 2 47 +07.47 7.13' RT PT 123,124 3 47 +52.17 12.16' RT PC 99.00' 4 47 +59.85 12.48' RT PCC 736.00' 5 48 +52.96 12.81' RT PC 1.50' 6 48 +53.13 9482' RT PT 7 48 +24.52 6.36' RT PC 279.00' 8 47 +50.85 2.42' RT PT 9 47 +20.51 4.82' RT AP 10 47 +20.26 6.81' RT AP 11 48 +26.41 10.64' RT AP 12 48 +26.42 8.59' RT AP °i CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY:A DATE: CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN - ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 45 +00 TO STA 49 +00 a 90 DRAWING NO. y PROJECT NO. TED403430 FED AID NO. - CM0167(048I DATE: NOV 2011 SHEET NO. 90 OF 304 a z m y m /r O v 1 o � a o -c j •p 0 0 N Ld LJ 0 0 w z U F- Q Y SUBWAY ----- - - -' -- I MIDAS PIZZA HUT STA 53 +03.13 1 ®® - - 5 SD 9D - - -_ - __ - t _ -_ -m ci/ -�_ -- 17 - - - -- - - Om-- -IJ ^cr P SD - -- _ L ® SD .; - - �d: _, w w w w w STA fit+ 4. 1 s 8 S- + clmnR v END PROJECT RAINIER AVE S �' `�' ` �� II STA 53 +20 52 CONSTRUCTION CL 53 a 50 51 N 03 -41 -17 E STA 52 }31.8 1 S 2ND ST ST�j 650 +00 STA 53 +06.37 0 w w w w w w w w w w 12 R - - - ® ® ® ® -- '-- 99 - - - -- ------ - - - - -- - - -- ------ -- - - - - -- ---------------- ® ®I �S ), d xx �• , ,�I 50' R STA II cn Ln -- 0 5 10 20 40 60 �I �- I P SCALE IN FEET N z ccc I ® -1 U) (711 I ERENCE POINT FOR RAMP PLACEMENT IS AT FACE OF GUTTER TYPE PERPENDICULAR A REFERENCE POINT FOR RAMP PLACEMENT IS AT FACE OF GUTTER REFERENCE POINT FOR RAMP PLACEMENT IS AT FACE OF GUTTER TYPE PARALLEL A TYPE SINGLE DIRECTION A CEMENT CONCRETE CURB RAMP REFERENCE POINT NTS 4 �I 9 i o i DENNYS I I II I Li DENNY'S I F o I `gal I CONSTRUCTION NOTES 01 MATCH EXISTING. !�5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.12 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, THIS SHEET, FOR RAMP PLACEMENT. -STA 52 +92.03, 28.95' LT Q ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F- 30.10 -01. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, THIS SHEET, FOR RAMP PLACEMENT. -STA 52 +68.01, 49.37' RT Q -STA 52 +88.33, 38.21' RT GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE U11UTIES TO GRADE. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 4. FOR CONSTRUCTION PHASING CHANNEUZATION AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. CONSTRUCTION LEGEND NILW VAVLMLNI AKLA. INJ IALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. D OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY T- 343091 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 17 EXISTING CONDITIONS 65 SITE PREPARATION & TESC PLAN 79 ALIGNMENT PLAN - ALIGNMENT PROFILE - DRAINAGE PLANS - DRAINAGE PROFILE - WATER PLAN - WATER PROFILE - JOINT UTILITY TRENCH PLAN - JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 205 CHANNEUZATION & SIGNING PLAN 227 ILLUMINATION PLANS - IRRIGATION PLAN - LANDSCAPE PLAN - KAMV At St UUKNtK Ul- KAINItK ANU ZNU. I 1 -14 -n SURVEYED: KPG 94'4X Owe CO6 DRAWN BY: KAT KP� $� - CITY OF RENTON RAINIER AVENUE S (2N ST DRAWING NO. � 9a BID „u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o ' DESIGN BY: JLF Public Works Department - 7539th AvenueN 2502 Jefferson Avenue FED AID NO. - CM0167(048) b a CHECK BY: NM SeaWe,WA98109 Tawma,WA96402 DOCUMENTS APPROVED FOR CONSTRUCTION ALIGNMENT PLAN DATE: NOV 2011 a� 20320 ` + PROJ MGR: JF (206)286-1640 (253)627 -0720 ISTs �'�oNpL tip' WWN'kpg'WIA BY: * DATE:��2 STA 49 +00 TO STA 53 +25 SHEET NO. 91 OF 304 REVISION DESCRIPTION BY APP. DATE FILE: 0655DALN01.dwg a a z rn a a n � O �0n -a o -C W a .p -d W 0 0 H a M M 01 3 v Y BEGIN CEMENT CONCRETE PAVEMENT STA 30 +91.75 STA 38 +58.94 BEGIN CEMENT CONCRETE TRAFFIC CURB AND GUTTER END CEMENT CONCRETE STAPLE CURB END CEMENT CONCRETE PAVEMENT END REINFORCED CEMENT CONCRETE TRAFFIC CURB & GUTTER BEGIN CEMENT CONCRETE STAPLE CURB STA 31 +50.94 STA 31 +02.94 12' (TYP) 20.40 6 :' 19.68 19.59 19.56 19.57 19.64 19.77 19.95 20.16 20.44 20.77 20.27 20.13 19.98 rz,- 19.83 V M ) 20.72 �I 20.56 20.39 / 20.22 20.05 19.92^ 19.83 19.79 19.81 /- 19.87 / 19.99 20.17 /- 20.39 20.67 21.00 END CEMENT CONCRETE TRAFFIC POINT LAYOUT TABLE z �y POINT STATION OFFSET POINT STATION OFFSET 1 : 31 +14.94 4.69' RT : 6: 30 +91.77 42.63' LT :2: CURB AND GUTTER 2.72' RT :7: 30 +91.36 5.64' LT . 3 :• 31 +38.94 0.66' RT . 8:• 30 +90.95 5.51' RT .4:- 31 +50.94 1.42' LT :'9" 30 +90.95 BEGIN REINFORCED CEMENT CONCRETE TRAFFIC CURB AND GUTTER 21.01 STA 30 +56.17, SEE DETAIL, SHEET 24 :*5.*- 20.82 20.62 20.43 2025 . 20.10 20.01 19.98 1999 . 20.05 20.17 20.35 20.57 20.85 21.19 RAINIER AVE S .34 7•:� 21.12 20.90 20.68 20.49 20.32 20.22 20.15 20.15 20.18 20.40 20.63 20.85 21.12 21.45 • 20.60 20.41 2 ' 20.85 P:-5 - - - 21.64 21.39 :10:. 21.13 : 4 3•; 20.74 20.57 20.47 20.40 20.41 20.46 20.55 20.70 20.92 21.18 21.50 21.46 21.20 20.95 21,70 21.43 21.16 20.94 20.75 20.64 20.55 20.55 20.59 20.67 20.81 21.02 21.25 21.57 21.98 22,25 21.94 21.65 21.36 21.13 20.93 20.81 20.70 20.69 20.72 20.79 20.91 21.11 21.33 21.63 22.58 22.23 21.91 21.60 21.36 21 .14 21.01 20.85 20.83 20.82 . 2090 21.03 21.22 21.42 21.71 20.88 20.94 i9. STA 31+ 74.94,41.0 T RT STA 32 +10.94, 41.07' RT CEMENT CONCRETE PAVEMENT WITH 3:1 THICKENED EDGE NCRETE WALL TYPICAL SECTIONS, SHEETS 34.35 END CEMENT CONCRETE TRAFFIC CURB AND GUTTER BEGIN CEMENT CONCRETE STAPLE CURB PER CONCRETE WALL TYPICAL SECTIONS, SHEETS 34 -35 STA 30 +79.42 PLAN 0 5 10 20 30 SCALE IN FEET GENERAL CONSTRUCTION NOTES 1. SEE TYPICAL SECTIONS, SHEETS 19 -23 AND TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. 2. FOR MEDIAN LAYOUT AND DETAILS, SEE SHEETS 86 & 194. 3. CASTINGS ARE NOT SHOWN. FIELD ADJUST JOINT PATTERNS AND /OR PROVIDE CASTING BOXOUTS AS REQUIRED PER UTILITY CASTING BOXOUT DETAIL, SHEET 89. T- 343092 STA 33 +18.94 END CEMENT CONCRETE STAPLE CURB BEGIN CEMENT CONCRETE TRAFFIC CURB AND GUTTER CEMENT CONCRETE PANEL POINT LAYOUT TABLE z �y POINT STATION OFFSET POINT STATION OFFSET 1 : 31 +14.94 4.69' RT : 6: 30 +91.77 42.63' LT :2: 31 +26.94 2.72' RT :7: 30 +91.36 5.64' LT . 3 :• 31 +38.94 0.66' RT . 8:• 30 +90.95 5.51' RT .4:- 31 +50.94 1.42' LT :'9" 30 +90.95 43.50' RT :*5.*- 31 +62.94 3.46' LT .10: 31 +02.94 5.50' RT a z �y a m 11-W1 SOS4'4N GwACO89� o N• y - AP 20320 y� i0 L SURVEYED: KPG DRAWN BY: JMD DESIGN BY: JLF CHECK BV: NJD PROJ MGR: JF FILE: 065501NT01.dwg KPG 75391h Avenue N 2502 Jefferson Avenue BID Seattle, WA 98109 T3COfne, WA 98402 (206)286.1640 (253) 627 -0720 DOCUMENTS WINlkpgoom MA '} CITY OF FENTON Public Works Department APPROVED FOR CONSTRUCTION / BY: \ DATE: //� /iI /! RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST ALIGNMENT DETAILS DRAWING NO. 92 PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEETNO. 92 OF 304 I� a K w D K O N O y NUMBER REVISION DESCRIPTION BY APP. DATE a z �y a m ` , a O N C) I� a K w D K O N O y G y CD 3 0 0 a 0 u7 i 0 0 i m 3 0 i z 0 w a Y 80 ............................................................................................................................................................................................................................................................................................................................................................................................... ............................ :...... ..............._.. ................._ ._.... ......... ...._.. ......... ._... ...:........................... ........ ......._ :....... ...................: ................. .................. ............................... .......... ..................: 80 ............................80. .:............................. ............ ......... ...... ..... ..... . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : _._............ ......... ..__.................... ........ _..._.. ........ ............................. . . . . . . . . . . . . . ........................... .. .... HIGH.POINT. ELEV. = .29.97 _ ....... ......... _ ..... ....... .................... - _ - :HIGH .POINT. STA. ..11 +6 &88 PVI STA.. .............................. . GENERAL PROFILE NOTES ..... ........................... _ PVI STA - }} +97.13 PM ELEV ........ _. ..... ..... 146 60 ....... ........ ...... .... PM ELEV'='30:52 75' ...... ..................... ............................. i. SEE ALIGNMENT PLAN SHEETS 81 - 91 FOR ROADWAY AND OFFSITE ............................ ..:................................ ....................................................... ....... .............................................................................................. .. ...,.. .. ......... 175'. VC ILLUMINATION PLANS ............................... ' ..... .... .. ... t .,,,, ..... ... ..... ...... ....... ......... ....... ........ .......... w ........ SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. .................. .......... _ ....... ..: _ _ ...:..... _ .......... _ :............. ... - . - . _ _ _ :........ .....................:. _ . ............... ............................S:� ................ GRADY .. .. ±.. N 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS .. 40 ............................ ..... ........................,..............................: ............................... ..... ......... 40 ........................................................................................................................................................................................... ............................... ...... ............................... SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE �g ............................... ... ...... ... .... .. . .......... .......... .. ............................... ... ..... _....... _ ......................:.... ...........................:... EXISTING GROUND > m m HIGH POINT ELEV = 28.96 AND GUTTER PROFILE. 60 ............................. ............................... ...... ......... ............................. ..........................:............... ............................... ........ .................. ..... .. = HIGH PAINT STA 11 +75 .... 60, . o : ........ .. ... ...... .. ... .. ..........E 0:500 %... - PVI STA - 11 +75 ..... ....... ... .. ... .. . .... ... ... ... ... 20..... ................................................ ...................................................................................... 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT .. ... .. .... ... EAST GUTTER ................................................ :...................... .......................... .................................................. ..... "`" BEGIN .EAST .MEDIAN PVI ELEV 2910 ..........: .. ....................................................... ............................... AT STA. .10 +69.59 .... ........ ............................... ............:. .....................: ...................I..........: 75' VC.. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WI 4 WITH .. .......................... ......... ........ ...:................. .. .. .... ................ .......... ........ ......... ........ ` .......... .... .. - : UTILITIES TO BE REMOVED OR A ABANDONED UNTIL NEW SYSTEM IS - R4 R:4... R4 28 92.... ........... ........... ...... ...:...............................:...............................:.............. ........................ ........................................................ [....................... - ................... - T . ... ... .......................... 29 ,60................29,82...... .............. 29,90.:.......0. INSTALLED AND OPERATIONAL ... .... .... . .......... ... ...... 12 0 5 10 20 _ :...... . .......................:....... ....................SW GRADY WAY...... ......... ........... ....... r, 6 ...............,,...,.... ... . .... .. .................... .I .............................................40 .......w. .....4 ......0. ........ EXISTING GROUND AT CENTERLINE .... .. ..... I WEST GUTTER PROFILE .. .. ... m m - ... _... _.._.._. —. _.— ..— ..— ..-- .— . ............................... ........ .. .. ... ... - — — — — — — — — - .........: ... — — — ...0 .750 %......... .. AT STA }7 +08 03.' SEE ALIGNMENT PLANS ' 20 _ ... ......... ....:............... .... ....... ...... ... .......................... .... _ _ _ ...... ..:...... ............. .......... ..._ .......... .................. ...... .. .. ...... ............................................ ............................... ...........,._................. .........: ...... .. ................. ......... .............................. .... ..... . .................... ........ 20 . :.... ......... ......... ................... .............................................................:...............................:...............................:..............................:................................. W GUTTER.....- -'. _....._ .............:...... .. ...... ......... :............................. .......... ..:................. ......... .:............................. ....... ......... - R2........ GRADY.WAY....GRADY. WAY.... GRA ......... ........ .....................:................................... ......... ......... ......... [......_. .................... ......... .........: ...... .............................. R2......... R2........ _...._.__..._. ......... ............................... 28.73.......... ............. ...... ......: .:......... .....................E ......: .............................. E 28:90 2.8.96......28.90: .............. .......... W. MEDIAN....... ...............................................:...................................................................................................:...................................................................................................:........................-..............................................- ,..,.........Ri............. .DY.WAY.........R2............. .. ...R2..... 8 9 10 11 .................- ...........0. 12 WEST GUTTER & MEDIAN PROFILE 80 ........................................................................................................................................................................................................................................................................................................................................................................................... ........ .............:.... ....... ............................: ............................ :...... ..............._.. ................._ ._.... ......... ...._.. ......... ._... ...:........................... ........ ......._ :....... ...................: ................. .................. ............................... .......... ..................: 80 .......__ .................:... ....,.......... _ ............. ..........._ .... _ ..... ...... .........................:..... ........ ......... ...... ......... ..... w .:............................. ............ ......... ...... ..... ..... . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : _._............ ......... ..__.................... ........ _..._.. ........ ............................. . . . . . . . . . . . . . ........................... .. .... HIGH.POINT. ELEV. = .29.97 ......... ................... ....... w w ........: _ ...........; - _ - :HIGH .POINT. STA. ..11 +6 &88 PVI STA.. .12 +10:1.5.... . _ .... ....... ............:....... .... .. ......... ............ ........................... _ PVI STA - }} +97.13 PM ELEV =' 28.62 146 60 164 .... PM ELEV'='30:52 75' ...... ..................... ............................. VC 60 ....... ..... .. .. ... ..... ............. .. ...,.. .. ......... 175'. VC ILLUMINATION PLANS 228 ' ..... .... .. ... t .,,,, ..... ... ..... ...... ....... ......... ....... ........ .......... w ........ :. .. .... .... ...... [ .. .. ....... ....... .. .... ......... ..... .. ..... .. ..... ..... ...................................................................... ..............................t ..... ... .... ... .... .... . ...... .. ..... .... ..... ... °oo N.. ... I. .. cV 00 .. . ........................ .......... ............................... ...................... ............................S:� ................ GRADY .. .. ±.. N .. 40 ............................ ..... ........................,..............................: ............................... ..... ......... 40 ........................................................................................................................................................................................... ............................... ...... ............................... ............ ............................... .............................. ....... w ' ................... �g ............................... .. ............................... ... ..... _....... _ ......................:.... ...........................:... EXISTING GROUND > m m m' ..............................:..............................................................: ............................... ........................... AT CENTERLINE .... ..: ............................... ............ .......................... ....._ .. ............................... ....................................................:...............................: ............................... ........... ............. .............. ................0.940%...:..... . o : - - - - - -- 0:500 %... ....... ... .. ... .. . .... ... ... ... ... 20..... ................................................ ...................................................................................... ... .... .......... ......... ......................................... .. ... .. .... ... EAST GUTTER ................................................ :...................... .......................... .................................................. PROFILE 2 :.......... BEGIN .EAST .MEDIAN .PROFILE. ... ..................... ........... ............................... .... .................... ..........: .. ....................................................... ............................... AT STA. .10 +69.59 .... ........ ............................... ............:. .....................: ...................I..........: .......... ..I ............................ ........ ............................... MATCH ;R4.INTERSECTION CURVE DATA.' ............. ............................... ............................ ...:...............................:...............................: ................................................. .................AT ............................... ...............................:............................................................... ............................... .................. STA 11 +41:23, SEE ALIGNMENT PLANS. .......................... :.............................. ............................... .................................... ........................................: .............................. : .... .... ..... :E GUTTER ..... - R4 R:4... R4 28 92.... 28.80... 28.61 0 E MEDIAN _ -. - ................... - T . ... ... .......................... 29 ,60................29,82...... 29,97.......... 29,90.:.......0. 8 9 10 ...............29.37........... ..........29.95................ 11 12 0 5 10 20 EAST GUTTER & MEDIAN PROFILE 40 60 HORIZONTAL SCALE IN FEET T- 343093 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE - DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES 180 PROPERTY RESTORATION PLANS 195 CHANNELIZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 GIA tr -W1 SURVEYED: KPG RAINIER AVENUE S SR 167 DRAWING NO. 93 yO9F'4X WA yO�q_ DRAWN BY: JLF Kp� h CITY OF FENTON S GRADY WAY TO S (2ND ST PROJECT NO. TED403430 DESIGN BY: JLF BID Public Works Department h 753 91h Avenue N 2502 Jefferson Avenue CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS FED AID NO. - CM0167L_ "a z03z0 G`r APPROV D FOR CONSTRUCTION ALIGNMENT PROFILE ,n rsre t.Z�' PROJ MGR: JF (2061286.1640 (2531627 -0720 DATE: NOV 2011 NUMBER REVISION DESCRIPTION BY APP. DATE t FILE: 0655DPRF01.dwg wwekpporn BY./j, kj DATE: // y STA 8 +00 TO STA 12 +00 SHEET NO. 93 OF 304 a z �y a m ti a O N w 0 a I C w F O O N z a M 0 3 v Y 80 ........................................................................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 ............................... .. $ �. 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 .. ..... .....: .. ............ .. .. ............................................................................................;......4444................ GENERAL PROFILE NOTES :......................... ....... -.-- .................... 75,.V ............... ....... ..... . ... 44...44.... 4444 1. SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE .. ............................. - HIGH..P.OI.N.T.ELEV. - .2.9..97 ....................:. ............:..........................................................:...............................:............................ .........................:............................................................. .... .:............................. NG, M NS, C TA, A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION LOW POINT ELEV = 24.82 .... ....................... HIGH POINT STA; = 11 +68.88 ................................................................ ... ......... ..............................: ......... .. LOW. POINT .STA = 16 +34.25.... 2. SEE TYPICAL SECTION SHEETS 19-23 FOR ROADWAY MATERIALS, CROSS PVI STA = i1 +'97:1'3 PVI STA = 15 +77.70...... 60 ..................... PM ELEV 30.52 NS AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS, (GUTTER HIGH POINT ELEV = 28.96 LOW POINT ELEV - 28.43 .... _ .................. ............................... PVI ELEV ='24:61' ...... ..175' 60 . . ........_ .................. . ..... . . 175 VC .. ........... AND PROFILE. 60...... _._ HIGH.. POINT.. STA .= ...lJ.t7.5.......:....I ON . POINI..STA.. =... 121. 6. 0 .....:...................................................................................................:...................................................................................................:................... VC : ..............................:................................:............................................................... _ ........ 4444. ............................... 60. ..............................; PVI STA = 11 +75 ........ ..... ; 4444.. p... STA . -.. + 4444 .. ................ ....... ..: ............................... _ ... ........................... .. 4444 .. .. .... . ....... . ................... 4444 ......... ...........:................... 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT .....:.. PVI ELEV = 29.10 4444 PVI ELEV = 28.35.... ................... :........... ... .... .. 4444.. 4444...: ... 4444.. w ....... .. .... ..... ..... ... .... PA STA =..16 +26.69 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS NA 1H 75, .VC 50' VC .... ..... ...... ................. .........444...4... .........: PVI ELEV = 23.21 . N UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS .................... .............................. 4444... ................................ N .�. 200 VC ............................... n ............... ...........;................... w ..... ............................... ^ ...: INSTALLED AND OPERATIONAL. ......... C, o ..._ .................... ................. 40 ........ ..........: .......... ............................... �. ..............N w o ............... EXISTING GROUND o ^................... N. �... ........ � ry m_ .........:4..4..4..4 +...N .... ........ .. ............o o N ..... w AT N....� ... ... ..................... N m ....10 ... 4444.. .....].� N. .. ... .. .�� M.. .. 4444.. U t EAST GUTTER PROFILE m + 06 .. ....N od 4444 ... 004444 .M od 4444 M N ... 4444.. 4444 ...... N ..... ............ .. ..... .. .... ... .00 N 4444. 1C OR N ......... ............................... - - - - 4O ..........:..........W _� ........................... >..Q.. W 4444 .. .. 4444. 4444.. VJ L,,,� .N J. w 4444 N ww .................... 4444... J w ......................... .......................r Q 4444.. 44:44. Q. .. j . 40 ........ - U -J W m m... .. ..w �.... w.. . ^.w ........ ... _ J...... w 4444. .. Q ... .. - - ...� J 4444.. fA w i w . 4444.. Q ... d a ........... WEST' GUTTER PROFILE. 4444 .. ... . W ... 4444. . ¢ .. . - 0.900% .... .................... .............................. .............................:. ............... ... u,.............. ^ ......... .......... .... .......:.................... ............... EXISTING GROUND ................... a ............ ..............................:.............. , M. N............:... ............................... ........ 44.......4 4 ............... ............................... .. ................ :.............................. ... .. .... .. AT, CENTERLINE, +...... N _ _ 0.500% 444.4 .... ... _ 0.501'% Q 4444.. N . i:tl74% ... , , .... -D 9819 ... . 0:429% : ................ ... a ...... .. ..................... ... . 4444.. .............w...... ... J- .... .. .. - - ............................. .............. ............................... 4444 . ................... � -..- . 77.75 1257.00 _ .. ........... .........:.................... 20 ............................... a......... :.............................. ..............................: E GUTTER 2788 2242 26;96 26.50 26 14 0 25.09. .....:........................ ..... 24:35 24.13, 23 92; 0 E MEDIAN .................. ........ 29.08 .... 28:63 BEGIN WEST MEDIAN PROFILE AT STA 14 +88.87 ...... 26.67 .............................._ ...... ...... .... . .2 0 12 ..... .... 13 14 WEST MEDIAN,PROFILE,ELEVATION__, EAST, MEDIAN PROFILE- . . .12 N.. .................. ...4444 . ................. 444....4 ........ ......... ......... w.. w a . ... .... `W GUTTER 28.73 28.54 28.43 28 48 28,80 .. ... .. ... 28.21 27:94 27.69 27 45 27.20 27:05 26.95 26.84: 0........ W. MEDIAN........- ... .............- ................. 4444. 4444..- ... .......................- ...4.4.4.4.............. 4444.28:48 - ............4.4.4.4... - ..4.4.4.... ....=.....................-............ ............................... - ...............25:83........ .25.94............25,73......0. .......................-.......... 12 13 14 15 WEST GUTTER & MEDIAN PROFILE 80 SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 DRAINAGE PROFILE .. ..... _4444. PVI STA 1:2 +10:15 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 .. ....... 229 IRRIGATION PLAN PVI' ELEV = 28.62 ........................ LANDSCAPE PLAN 295 ............................................................................................;......4444................ :......................... ....... -.-- .................... 75,.V ............... ..................... 4444 .. ............................. - HIGH..P.OI.N.T.ELEV. - .2.9..97 ....................:. ............:..........................................................:...............................:............................ .........................:............................................................. .:............................. LOW POINT ELEV = 24.82 .... ....................... HIGH POINT STA; = 11 +68.88 ................................................................ ..............................: .........4444......... LOW. POINT .STA = 16 +34.25.... PVI STA = i1 +'97:1'3 PVI STA = 15 +77.70...... 60 ..................... PM ELEV 30.52 "' .... _ .................. ............................... PVI ELEV ='24:61' ...... ..175' 60 . . ........_ .................. . ..... . . 175 VC .. ........... VC : ..............................:................................:............................................................... ..............................; ................... ..... . LOW POINT ELEV 24.53 4444 .. ................ ....... ..: ............................... .. 4444 .. .. .... . ....... . ................... 4444 ......... ...........:................... .... .....:.. LOW. P.OINT.STA . =.16 +55.26: .... .... ..4444. ... 4444.. w PA STA =..16 +26.69 IR ..... �... PVI ELEV = 23.21 . N N 4444... N .�. 200 VC 40 1� N N .. w ^ ......... C, h ..._ .................... ................. 40 ........ ..........: .......... ............................... �. ..............N w > ............ W ............... EXISTING GROUND .+ . ^................... N. �... ........ � ry ...................... EAST ...... MEDIAN PROFILE +...N N ..... w AT CENTERLINE.... ... ... ... ..................... m . . N w N. J w ... N J EAST GUTTER PROFILE m i w ...... ......... .. .... .4444 �. 4444.. W .. � .. ... � w ......... ............................... - - - - - 1:840% 4...................... a........:........ .. .............. ...................... ......................... ... �......... �. .m .. . - 1.3509_ .... - 1.850% ........ .- - - - - - m. 4444 - - - - 1,4009..... ...... .... ..... .. ..... ..- - 0.900% .... ................................ 20 .............................:. ... u,.............. ^ ............... .......:.................... � ......... ?.............._.................................................:........................ . ............................ ........................... ........................:...... 20 . ..............................:.............. ................:.............. M. N............:... ............................... ........ 44.......4 4 ............... ............................... .. ................ :.............................. .............. .. ..... ... +...... N 444.4 .... Q 4444.. N ... .. ... : ................ ... a . .. ..................... ... . 4444.. .............w...... ... J- .... .. .. .. ... ...... ............................. .............. ............................... � .... .............4444.............. _ .. ........... .........:.................... ............................... a......... :.............................. ..............................: E GUTTER 2788 2242 26;96 26.50 26 14 25,79 25:44 25.09. 24:80 24.58 24:35 24.13, 23 92; 0 E MEDIAN .................. .28.30 29.72 29:45 ............................... ............................................................................................................................................................................ 29.08 28:63 28.17 27.71 27.35 27:00 26.67 .............................._ 26:33 ......... ............................... , 25.99 I ......................................................... , . 25:66 25.38 25.15 ........... 0 12 13 14 15 EAST GUTTER & MEDIAN PROFILE �1 -14 -17 SURVEYED: JUF ��� 'OS4'4W Gwq cX"9 DRAWN BY: JLF o ' DESIGN BY: JLF 753bAvenueN 2502 Jefferson Avenue BID CHECK BY: NJD Sealte,WA98109 Tacoma,WA98402 DOCUMENTS FzosE° $Qw� PROJMGR: JF (206) 286 -1640 (253) 627 -0720 ti 's www.kpg.00m REVISION DESCRIPTION BY APP. DATE vnc FILE: 0655DPRF01.dwg Al CITY OF RENTON rLL Public Works Department FOR CONSTRUCTION DATE: 11<411Z k0-- -ow k •k d HORIZONTAL SCALE IN FEET T- 343094 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE - DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTILITY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNELIZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 12 +00 TO STA 15 +50 a z my v, O o � F � o W O 94 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(046) DATE: NOV 2011 SHEET NO. 94 OF 304 a z my v, O o � F � o W O 0 3 0 it a 0 0 U 3 0 i z c� N i a .o 0 z 0 z w i V w C> O Of 80 ........................................................................... _. ....... ......... 9 ............................... ..................................................................................................................................................................................................................................................................................................................................... ...:.................. 71 ALIGNMENT PLAN _......................:. ................ ............................80. 1111..: 106 DRAINAGE PROFILE .. ........... LOW POINT. ELEV = .24... ........... ........... ......... ....... ......... ..... ..... ..... .. ... .... ..... 1 1 1 1 .. .... ......._ ......... .. .. HARDIE WAY SW 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS . ..... .. 284 LANDSCAPE PLAN ..... ... .... ..... , ...... ................. ...................... 1 1 . 1 1 ' .. .. .... ....... . NUMBER ...1111 ....... PVP STA = 15 +77.70 ...1111 DATE ................. .. .... .. .... ... ... ................ . 60 .............. PVI ELEV = 24.61 .................................... ............................... .111..1..... ....... ... 60 ---.175' VC ..........:...................... ............................... ..... 1111.. 1. SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE ..HIGH EV _ ELEV .................................................:.............................................................:.................... .... .. o ..... ... .. .. .... ..... ............................... 1111.. ?... - HIGH POINT STA 19 +41 99 . . SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION. .................. LOW POINT ELEV - 24:53 �..... LOW POINT ELEV. = 25.32 PVI STA - 19 +41.99 .... ... ............................:.. LOW. P.OINT..STA.._. T6 +55.26.:...... �. .CN .................. ............................... .............................. ......... .. .. ... . P.VI..ELEV. - 24.79.......................... ........ LOW :POINT. STA. = 16 +23.80.. PVI STA = 16 +26.69 . -. LL . ... 1111. ................................................. ........ ............................... . 50,. VC . 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS 7777 � �' . .... ........ ............ ..... P:VI STA =16 +14:84 I - - - 200'. VC... "' .... LOW POINT ELEV = 24.02 SECTION AND REFERENCE POINTS FOR MEDIAN PROFILE 60. PVI ELEV 25:27 ........ .. ...... 40 ... .. ........................... .. ....... ............................... ............................................. °o 1111 .. ............. c~n, LOW POINT STA =- 19' +60.08 .. 40 AND GUTTER PROFILE. 1111. 1111 .. ........ ' ............ � .................... ....... .. ......... 1111. 75'. VC ............. ............................... ... 1111..: � . ...................° + IN HIGH .POINT ELEV 25.70.. ............................... 1111. .. .. ... .. ...+ . ...... ...... N�..... .,�... ............................... ' 1111 1111.. - PVI STA � 19 .............................. +50 ... 1111... ..sg. . 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT °^ N .. OO. N. ........ ....... ......... ............. N ........... .. 1111 HIGH. POINT STA = 17. +24.02.: ...... _ ....... ........1:111... _ .............. ... ^... �, .... . EAST. GUTTER PROFILE ... w PVI ELEV - .23,84.... . . �. >. .. > .. m w 1111 > ............................ ...... ............. PVI STA = 17 +24.02 m ... W .. . J 1111 w .. ... .......... .. . .......... ...... ..�.. . w ....... .... ... .........' 1111.. .. 75: 'VC ... 1111. 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH 1111 .. U 1111 ... > 1111 . .. .. � Q ... 4. ... .. PVI ELEV = ..... MATCH R6 INTERSECTION CURVE DATA 1111.. 1111 ... .. w 1177 - D:294% ... ..0.610% ... ABANDONED UNTIL NEW SYSTEM IS . _ ................ ........ . AT STA 17 +50:80; SEE. ALIGNMENT PLANS . .............................. 1 11:1. ............................... INSTALLED AND OPERATIONAL ............... .............. M .... I �. N.M ......... 40' VC ... 20 ... ............:...............................:................................ _ ... ............................... ............................. 1;...........11...............1 ............ .............. ............................ O 20 ..........:...................................................................................................:.................................................:............................... ............ .. h. +. ..................:............ 1111.. .. 1111. ........ 1111 +.L6 ... 1111. 1111 1111... .. .. 1111.. ... .. ... ... ° ° ... .. .... 1111..° ° .. ... ... N 12 1111. 1111° O 1111 ... N... ' ^D..., w .... N N �. .� .................. �. ... ..............................+ ......... .... L .N I� �.. �' n 1111 M........ } m .... N .... ... O ..... .....u7 .... M3 ................. .... qp + N 40 ....:..................... .. J :. N > .. .........:................... ........................!. ..................... L,.L ...........° w.. ...............................:.............. .. 1111 ............. ............................... 11:11 ..� + ............... + . ao u7 ............... �.. ..U... w ....................... + .. p> u; .......... ....... -.- m _ . ._ _ >> �.w . ^ N ........ 1111 2161...........2.3.71......... 23:83.. .. 23.96..........24 :08, WEST GUTTER PROFILE > .. 2,4.63......24.70 > m .......... _ .. N. �. .23,55. ........ 89.........24.96. .. . ,,....25.03.......... 25.11.............25;18 .. _ .. ..............25:25............ _24,21..........24.;33........ 25 32 ............................................... m. ,24.46, .........24:58.......... 25.53 25:59 .........................19.... 1 1 1 1 ... 25.64 25:70 I m... 0 Uw .. 1111 ..... ... .w. 1111 1111. 17 18 J N ...... m ....................2.0........ .N ........... w. MATCH R5 INTERSECTION CURVE DATA v >m ........ „,, v .U' > .... 1111.. 1111..... ... w .. ........ a W... 1111 .. ............. W AT STA 1$1W 41 SEE ALIGNMENT ........ ............... PLANS ..... >. m m .w 1111.. ....... 1111 a 1111 6 1111... ........... ... ... Q .. . ... ..... - 0:500% _ 0.500% .. .. .. .............. ... ... .. ..... 1111 0.020% .. .. ... - 0.100% .. ... 0.240 %... w-0.810 ... _. ...... _1111. . - - - 1177..- .0.500% -.- ...: -... .- .0.500 %.. .... ... _1.302 % ..... .. ......:....... 1111. EXISTING GROUND AT CENTERLINE ............. .....................° ............................... 1111... _......... ........... ...... _. _ _... 1111. .......... . I WEST MEDIAN PROFILE WEST GUTTER PROFILE WEST'. MEDIAN 'PROFILE 1111.. .^ N .... ' .. .... ..... ........ .....WEST:GUTTER PROFILE. ........ .... ......... ..... .. ... >wJ .. WEST MEDIAN PROFILE :............................:.............................. :............................ _ w ................................................................ ...... W, GUTTER_ ....R5 ............................... ............. ............ RS WAY.... 111 :1. .... ........................... HARDIE HARDIE WAY HARDIE WAY........ ....................... R6............. :.. Rb........... .................................. 25.71_ .......................... :59, :............. 25,46.......... 2.5.:14........... . .................:............. 24.81...... ....... 24.18.......... 24:03, 24.05....... 24.2,1, 0.. W. MEDIAN..... 25.53.... . .....HARDIE. .. 2537............25 32........25 .WA.Y ... ... 38..._._......25 51, 1111. . ...25.63....,......25.70....... .25:62 25,50 ..........25 .. .............. 25:37............ 25.38.. .............25.38..,.......... , 25.38 ....2.4:49 , 1 1 1 1 , , , , , , , , , 1 1 1 1 . 25.33..... 25:31 25.37 25.43 16 17 18 19 ..1 ..............1......11. .................... 20 WEST GUTTER & MEDIAN PROFILE Bo............................................................................................................................................................................................................................................................................................................................................................................................................................................... _. ....... ......... 9 .................:................. .............:........................... ...:.................. 71 ALIGNMENT PLAN _......................:. ................ ............................80. 1111..: 106 DRAINAGE PROFILE .. ........... LOW POINT. ELEV = .24... ..... . ..... .... 134 ....... ......... ..... ..... ..... .. ... .... ..... 1 1 1 1 111 ...............1 .......... ........ ....................... ... .... ..... .... ......._ ......... .. ......... .................. .... .... .. ..... . _ ...1.....111...: ..............................: 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS LOW POINT. STA _. 16 +3.4.25 IRRIGATION PLAN 284 LANDSCAPE PLAN ..... ... .... ..... , ...... ................. ...................... 1 1 . 1 1 ' .. .. .... ....... . NUMBER REVISION DESCRIPTION PVP STA = 15 +77.70 ...1111 DATE ................. .. .... .. .... ... ... .... . 60 .............. PVI ELEV = 24.61 .................................... ............................... ..... ..... ... 60 ---.175' VC ..........:...................... ............................... ..HIGH EV _ ELEV .... .. o ..... ... .. .. .... ..... ?... - HIGH POINT STA 19 +41 99 . . .................. LOW POINT ELEV - 24:53 �..... PVI STA - 19 +41.99 .... ... ............................:.. LOW. P.OINT..STA.._. T6 +55.26.:...... �. .CN .................. ............................... .............................. ... . P.VI..ELEV. - 24.79.......................... ... PVI STA = 16 +26.69 . -. LL . ... 1111. ................................................. ........ ............................... . 50,. VC . PVI ELEV ...23.21... 7777 � �' . .... ........ ............ ..... ......... ...... ..... ......... 200'. VC... w ... ... 40 .:............................. ............................... .1111 ...... _ ° °o 1111 .. ............. c~n, S^o, o 40 1111. 1111 .. ........ ' ............ � .................... ....... .. ......... 1111. .1111. .. 11..1..1 1111. .. �..... ............................... ... 1111..: � . ...................° + IN � ........... LO, 'q ............................... 1111. .. .. ... .. ...+ . .N... ..... .� .. N�..... .,�... ' 1111 1111.. ............. .......... 1111.. 1111 .. r- 1111.. 1111 EAST MEDIAN PROFILE °^ N .. OO. N. w.. ......... W. ... N f ... ..... 1111. . ' . EXISTING GROUND.. 1111 1111. ... ^... �, .... . EAST. GUTTER PROFILE ... w ... �. w.. �. >. .. > .. m w 1111 > ............................ AT CENTERLINE.. ............. ..... ........ ............. w. ... .. ....1111.. . �..Q .. ...... m ... W .. . J 1111 w .. ... .......... .. . .......... ...... ..�.. . w ....... ... _n w . . ..... ... 1111. 1111 .. U 1111 ... > 1111 . .. .. � Q ... 4. ... .. ' .. ... 1111.. 1111 ... .. w 1177 - D:294% ... ..0.610% ... 0.220% ............. . _ ................ ........ 1 11:1. ............................... ............... .............. 1111... - :5000 "'0 ......... 20 ... ............:...............................:................................ ............................... ............................. 1;...........11...............1 ............ .............. ............................ ........... 20 ..........:...................................................................................................:.................................................:............................... ..................:............ .......... ............................... ............................................................................................ ............................... m 1111.......................... ............... .. .... ... .... ................................ .............................:. ... ..... ..... .... ' ................................................................................. ..............................+ .N .........: ............... .... ..... : ...... :.............................................................. ....... .....1111 ....... ..... ..... :. .. ........................ :..................................... ..... ..... :. a .. J .................. ....... ............................... :.................... ..........:.............................................................. ............................. :............................... :. 1111 ............. ............ ... 1111 a............. .. .............................:. E. GUTTER... 23.76 ........23;64... _ .. _ 23,57..........2.3.:54, ................ 2161...........2.3.71......... 23:83.. .. 23.96..........24 :08, 2.4..70 24:72.......... 2,4.63......24.70 0.. E. MEDIAN._... 24.98 ............... 24 87....... 1 24 82............ 24 83...........24 1 1 1 .23,55. ........ 89.........24.96. .. . ,,....25.03.......... 25.11.............25;18 .. _ .. ..............25:25............ _24,21..........24.;33........ 25 32 ............................................... 25.48 ,24.46, .........24:58.......... 25.53 25:59 .........................19.... 1 1 1 1 ... 25.64 25:70 25.75 25.83: 0 16 17 18 ...................................................... ....................2.0........ EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 343095 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE - DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 a z �ya O c ' 4�6 > o a o w N y 11-14-11 oSwQHGwn0OBq S oN' '9 20320 y� .n rsrs tips' �ONaL E ' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 0655DPRF01.dwg Kp� 7539th AvenueN 2502 Jefferson Avenue BID SeatOe,WA98109 Tamina,WA98402 DOCUMENTS (2061260.1640 (2531621 -0120 wwwkpgoum �7 i 77�����7T T�T 6� �!- CITY �F i�l:1V 1�1V Public Works Department APP D FOR CONSTRUCTION � BY: y DATE: / Z RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 15 +50 TO STA 20 +00 DRAWING NO. 95 PROJECTNO. TED403430 FEDAIDNO. - GM0167(048) DATE: NOV 2071 SHEET NO. 95 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �ya O c ' 4�6 > o a o w N y wM a d r� 0 3 V S2 80 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :.............................. .. ..:............................................................................................ s...............................:...............................:.............................. :.............................. ........:....................................................................................... :.............................. s...............................:...............................: ..................................................................... .......................:....... 58 ............................... .................................... ..............................: ......................: : 80 . :..............................:..............................:........................................................ ........................... :..............................: 80 ............................... . .............................................................. ..:...................................... ......:..............................:..............................:............................... :..............................:............................................................................................: ............................................... ......... .... ......... ........... ........... : ..............................: ..............................: ..............................: .. HIGH POINT ELEV _ 26.89 .......................... 135 ................. ..............:........................... ......... ....._........ ............ _.:............... ... ................ ............................... ......:........................ .... HIGH. POINT STA 24 +87.81 198 CHANNELIZATION & SIGNING PLAN 60 ... ... ......... ............................... ....................................................................................................................................................................................................................................................... ..................... ......... .. ... .... 1. - SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE .............................. .............................. .:............... ............ .... .............................. .:............................................................................................... .............................. SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. ... ...... .. .. .. ... ... .. .. ............................ ..... .. ... ... ..... .. .. ... .: .......... ..... ............ :....... ............. ....:....... ......................:........ ......... .......... ........ ................... _ ...... ......... .._................... ........... :............ .................. .... .......... ... ..... .. .......... .:.... ...... ............. ...[ ... 2. - SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS .............................. ................. .. ...�.... : ...... .......... ...........s....... ......... ....... .............................. :........ ............... ....: ....... ......... ........ .... ......... I .................. ............. SECTION CONFIGURATIONS A AND REFERENCE POINTS FOR MEDIAN PROFILE 60 ..............................: ...................................................................... :........ .............. .... ......�...� ...... .............. .. ... ............... .................... 60 AND GUTTER PROFILE. ..........:...................................................................................................:...................................................................................................:...................................................................................................:.................................................:.................................................:............................ .......... ......... HIGH POINT ELEV = 24.85 .......... ....... .. .......... PROFILE ........ ............................... . ............ 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT ' _.. ... HIGH. POIN.T STA. =.21 +07.50. END EAST MEDIAN PROFILE AT STA 23+8.4.50,. SEE ALIGNMENT PLANS ..... ..... ... ......... . . ..................... EAST. GUTTER, ........................ PROFILE ... .... ... AT STA 21+51.54 ... ...................:........... ...................:..............................; PV1 STA .. 21 +00 . .. ......... .........: ...... ............... ......... ...... .......... ......... ............. .... 4. CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS WITH :. ............................... PM ELEV: = 24.96 - — — — — — — - - -- ......... .......... ........................... - -. —. —. --.� —.- -. �. T� �. —.�. T. —._ ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A - ...... ..............0.500 ...... ...... .. :BEGIN EAST MEDIAN PROFILE ............... ........................ ....' .... ...................:.. EAST MEDIAN PROFILE.. 20 AT STA 23+59.70* .. 0 ....75..VC.... ..... ... .... .. ..... .................... ... ... . ..... .. ......................... _o.. ......... :...... _ _ _._......__ .............._. .........._..............._.._ ... _.__ .._..............a. ..........__....... .... LO .. ... o o SW 7TH STREET. :....... o .. .. ...................... I ...... ............ ..... ...... .... N J.... . 40 +..� ......... .... ... N :........... ........... .... ......... ^ ^ ... _ PROFILE' ............................... ........... ... .......... ....................................................................... :.............................. .............................. .............................................. N..........................�.. ......... ......... „ ... .. ......... ......... ... . ......... .... .......... : ............................:.. .............. .. .................. R9 R9, 7TH ST, 7TH. ST.. 7TH:. ST �'WEST'GUITER ......: _ .................... 26:88 27.01. tN.... ......... ...... ..40. _ _ ....... 0. :E..MEDIAN ..25.92 . 26;02...... ... 26... :. .. NJ _ ......... , , , , , , . , , . , , , , .. ....... - 26:45 + N� .N .,..,. ...... .... +. N� N . 21 22 ...........Nw ................ ................ .......... 24 .w m .... w END WEST MEDIAN,..... ................. .. w .. .. .. ... .. ........... ¢.. ............ m . ... .................... .... .............. w .. .... ....... PROFILE AT :STA 21' +61.54 ...: ............... ............................ .;I............................ .......................... ................a. .................. ................ ............................ .... ......... ......... .:....... ...... 0.500% . .... ..,.. ... .. ....... :. ...... ......... .......... ........ ......... ..........E — —0 5007«— ...... ......... ......... .................... — .....:............ .................. — .. _— .. . 0.750% MATCH R7 INTERSECTION CURVE DATA ... .. . . 20 . AT.. SIA ..20. +8?..5.2,..SEE..AIIGNMENT PLANS... ......... EXIS➢ NG.. GRQUNA ............. .:................................... ............. ............................... .......................... .....20. ...... ..... ......... ... .. ..... AT. CENTERLINE .......... ' ...... ............ MATCH R8 INTERSECTION CURVE DATA _.. .......... ... E ...... ......... ........... .............:.. WEST ............. CUTTER PROFILE .. ... .....:............................................................................................:..................................... .............. .......... .......... .......... ......... :............................. ......... ......... ..... ......... ......... ...................... :. ...... ......... .........: ....... ......... ......... .............................. :............ ...................:............................................................... AT ETA 22 +74.56, BEE ALIGNMENT PLANS ........................ ............................... _ ..... ...... .........:..................... ..... ......... ......:. .. _ ...... ......... ........[...................... ..................... ...... ........: .......: : ............................... ..............................: ..... ......... W GUTTER .......... 24.40 .......................................................... ..:............................ 24.59 .. R7. R7 7TH ST .....:...............................:.............................. _ ...... 7TH ST :.............................................................. ....... .........:.... ......... .........: .............. .. ............. 7TH ST 7TH: ST R8 RS 25.09.. 21 :........ .............. ......... ........ ........ ............... _ ....................: ................. .............. 25.34... 2.5:46...... : ..............................: ..............................( .................... .......: 25:21......... 2,5.09, 24.96 0 W MEDIAN ....25.49 ................25.61.......... 25.74 ........ n;:86 ................ ..26.12........... ....... .......2.5 - ............-.... ..............- ................ - ..25.34. -........... - - :............0. 20 21 ....................'. 22 23 ....... .... ............................... ............... ......... 24 WEST GUTTER & MEDIAN PROFILE 80 ....................................................................................................................................................................................................................................................................................................................................................................................................................................................... :.............................. :.............................. .. ..:............................................................................................ s...............................:...............................:.............................. :.............................. ........:....................................................................................... :.............................. s...............................:...............................: ..................................................................... .......................:....... 58 ............................... .................................... ..............................: ......................: : 80 . :..............................:..............................:........................................................ ........................... :..............................: :............................... ........................................... .............................................................. ..:...................................... ......:..............................:..............................:............................... :..............................:............................................................................................: ............................................... :............................... ........:..............................:...............................:...............................: _... ..... __ .... .. . ........ ........ : ..............................: ..............................: ..............................: .. HIGH POINT ELEV _ 26.89 WATER PLAN 135 WATER PROFILE .. ... 167 ..... .... HIGH. POINT STA 24 +87.81 198 CHANNELIZATION & SIGNING PLAN 60 ... ... ......... ............................... ....................................................................................................................................................................................................................................................... 285 LANDSCAPE PLAN _ PVI STA = 24 +87..;.. .$............................. 60 . . ........ .... . .. .. .. _ .. ............................ ... ...... .. .. .. ... ... .. .. ............................ ..... .. ... ... ..... .. .. ... ... 10D' VC .. ` :............................. ......................................................... ................................................ ... ......... ............ ..........:.................... _ ........ .........................S..79H .......................................................... .......................................... ........... ........................... :STREET...................... ......... ............................ .............................. ................. .. ...�.... : 40 : �............ ..... .. : ..........:..................................................................... ..............................: ...................................................................... :........ .............. .... ......�...� . ...... .....40. .. ... EAST MEDIAN PROFILE ..... ... .MATCH R10 INTERSECTION CURVE DATA ... ' END EAST MEDIAN PROFILE AT STA 23+8.4.50,. SEE ALIGNMENT PLANS EAST GUTTER PROFILE o m ..................... EAST. GUTTER, ........................ PROFILE ... .... ... AT STA 21+51.54 ... ...................:........... ...................:..............................; I............................................... ............................... .. 0.370% :. ............................... - — — — — — — - - -- - -. —. —. --.� —.- -. �. T� �. —.�. T. —._ -- — - ...... ..............0.500 ...... ...... .. :BEGIN EAST MEDIAN PROFILE o ...... EAST MEDIAN PROFILE.. 20 AT STA 23+59.70* .. 0 .. .. ... ............................................................ .. ..... .................... .... ........ ...... ...... ........ ................. ..... .. ......................... ....... :...... EXISTING GROUND AT CENTERLINE N ... MATCH R9 INIERSEC110N CURVE DATA .. ... .. ..... ........ :....... .. AT STA 22 +10.49, SEE ALIGNMENT PLANS .... .. .. ...................... I ...... ............ ..... ...... .... N J.... . ......... .:...... ......... ......... :........... ........... .... ......... ..... ..... ............................... ........... ... .......... ....................................................................... :.............................. .............................. .............................................. a :E. GUTTER . 24.83 24.'95 25;20 ............_ ............................. 25.33 2545..........25.58. 25.70. .......... : ............................:.. .............. .. .................. R9 R9, 7TH ST, 7TH. ST.. 7TH:. ST .......... R10..... ......: _ .................... 26:88 27.01. ......: 27.13 _ _ ....... 0. :E..MEDIAN ..25.92 . 26;02...... ... 26... 26:20 .. , ... , , . , ... , , ,R9, .. ...... ..26.39 ........................ � .................. _ ......... , , , , , , . , , . , , , , .. ....... - 26:45 . 26.45 ..... ... 26:57 26.70 26.81..:....... 0. 20 21 22 ..................... 23 ................ ................ .......... 24 EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 343096 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE - DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 11-14-11 SURVEYED: KPG OS4'4�GwA , ;y DRAWN BY: JLF K,p� �a CITY OF PENTON RAINIER AVENUE S (SR ST DRAWING NO. 90 ha S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 5 0 DESIGN BY: JLF BID Public Works Department — 7539UTAvenueN 2502JefiersonAvenue CHECK BY: NJD SeaWe,WA96109 Tacoma,WA96402 DOCUMENTS FED AID NO. - CM0167(048) '? z09z0 Qa APPROVED FOR CONSTRUCTION ALIGNMENT PROFILE rsrea `{� PROJ MGR: JF (20612861640 (2531627 -0720 DATE: NOV 2071 �rONAL tip' �'�'� BY: " DATE: �� /l2 STA 20 +00 TO STA 24 +50 SHEET NO. 96 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: O655DPRF01.dwg a z �ya < j•1•�l ro �V a O J ' m n y C) I"r 9 -�G w o w N O z Q 0 3 80 ................................................................................................................................................................................:...................................................................................................................................................................................................................................................................... ............................... 80 . _...; _.......... __... _..._.._._... _ ..._.... .......................... .............. .................. GENERAL PROFILE NOTES ......... ......... .... 1 81-91 . SEE ALIGNMENT PLAN S ..... .... _ ... ...... ... .............................. :............................... . ...... :....................................... ............... ........ _ .. _ ............. _ . ......... . _ _ ....... : : . . ... ............... .................... :.............................. .. SURFACI NG, M EDIAN LOCATIO NS, C URVE DA TA, A ND RADIUS INFORMATION ................ " " "' " " " " " " " " " ..... .................... ................... .... 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS .: ............................... .... ............................ ..... .. SECTION CONFIGURATIONS, A ND REFERENCE POINTS FOR MEDIAN PROFILE ..... .................. ... . ..... . .................... ...... ... AND GUTTER PROFILE. 60 _.__. .._ ..... ................ ... ....._.. .... ;..................... .. ............................. ...................... ............... 60 ...........................................................:..................................................................................................:..................................................................................................:...................................................................................................:.............................................................................. ......... ................. ................... .................... ..... ......... ......... ....... ................ _ ........:................ ............................... ............. : 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. .................... .... . BEGIN WE$T MEDIAN:.PROFILE. AT. STA 27128.54, 4 WITH ............. ..... ..... ....WEST. MEDIAN. PROFILE. ELEVATION.- EAST .. ... MEDIAN PROFILE. ELEVATION ..... ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A ............................ ...:..............................................................:................ ..............:..................................................................... .......................: .............................. : INSTALLED AND OPERATIONAL. ............... ........ ........... . ... .......................... ......... .......................... ..... ......................... ........................ ............... ......... ......... .... ...........I....... .. .............................. .. ................... N ................. N 40 ^............ + 40 ........... ....... . ...... ................. ..... ............................... .......... ................. .... fV ....................... .. ..... co .. . ........ WEST GUTTER PROFILE... .... :. GROUND AT CENTERLINE .. N .EXISTING ..... ... : .. ..... ...... .:..... ...... ...... ...... ... .[ ... .... ...:. ..... CL.. .. Q W ... .. N WEST MEDIAN PROFILE J ..... .... ... .... - .... ....... .. ..................... .... _ ....... .. ..... ... ... ...... .. - �.. �- .0.500% - .....� - 20 .........._ ... __. ............................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:............................ ................ _....... .................... ................. ..........:......... ............................ ............ _ _ _ ........ :.. ............. .... .............................:..................... .....................:......... ................ :.......................... ................. ......... ..........:..............I..... ' ...........:............... .................... ...;. .................. ................ ....................... ................. ....: ............................... .....:. .................. :. .. ...... ..._......................... ..........,...... .. ........................... :..._...._..,....__....__ ......... ................._:...._ __......:... :..... _...... ............................... .. .._............._..: _ .. : _...,._..: 20 . ..............................:..............................................................................................:..............................:............................................................................................: ................ .........: ................................................. .......... ...................:.................. ................ .............: .............................:..................... W GUTTER 24.84 24:71 _... _. .......................... _. ................. .........:.............I....... .........._..................._ .......................................:............................................................ .........:..................... 24.59...... 24.46 24.34. 24:21 ............. .................. ......:........................ ......:....... .... ._................ .................. ......:. .................. 23 :96......... 2.3..84 23:71 23,59.... ..... .................. ....:._........,...._ ..._................. s........ ..........................._... ......................... 23:46 23.34..... 2321.... ....... ................:.... _. ........... 23.89, ._:..... ... ..............................: .............._........: ............._..... ...: ..............................: 22:96, .... ...............: _.........: 22.71 . ........ ...... 0........:W. MEDIAN - ............. ... ... .24.09 ............ ... .. .. .... .... ... . ......... .. .. . ...... , , , ......... _ ..................................................................................................................................................... ........ _ , , , , 26:32 25.80 2558 ............................... _ _ _ 25.36 _ , , , 2515........ _ , 24:93.....24.62. _ . ` ... . ...0. 25 26 27 28 29 WEST GUTTER & MEDIAN PROFILE 80 ........................ ............................a0. 0 5 10 20 40 60 ...... .......... ................... ..........:............ ...... ........... ......... ...................:........... ......... ......:. ......... ......... ....:.. ......... ......... ............................. ........................................... ......................... HORIZONTAL SCALE IN FEET _ :...........................................................:.................... ._....... :._.......................................................... .................._.................... .....__................ ............................ _........ _ .._:..._...._ ................. :.................... .......:.............._.... _._ ...._........ ......:. .................. .... .................. ....:........._............._..... :...................._........: ............................................................:...............................................................:.............................................................................................................................::............................................................:..........................................................:................................................................................... V STA .= ... . ..........:......... .. . ...................2.. 9 ..+. .................. ............:.................. ._._ ................. ..PV ELEV= .2.5..1...07...6..8... 8.. .... ._ . ..........: : HIGH POINT ELEV 26.89 ... HIGH POINT ELEV '26.73 150' VC .......... .. . 60 ...... ........ .... ........ .......... ..... ..... ....... .... ..... ..... ..... - -' HIGH POINT STA = 24 +87.81 60 ..............................................................................................................:.................................................:............................... ............................... HJGH.. POINT.. STA..-.. 26+ 86... 8. 8........................................:.................................................:............................................................................. ............................... FVI.STA =. 24+ 87. 8. 1 .......................................................................... ................:.............. ... ._... .... _. PVI STA 26 +86.88 � PVI STA 28+71.59 , PM EifV 27.(11 PA ELEV - 26.88 . .... ........... T=343097 100' VC.. _. 1.25' VC 50'..VC27 M .. ....... :.. .N. .� .: ...... .: ................... N. .� .. .. ............... .. ....................... ...... .. ..... .. . .............. ........................................... .... .m .................... ... ... ......... ......... ..... ... ....... ...... ...... ................... ..... ..... ..... ... ............ RJ. rn i... ......... ..� . CORRESPONDING SHEETS ......... .... ..... ................... .... ............. n ............� ... .................. .�..C6.. _...............n N^ .... .......... ...... �. An .. .......... ......... .. ...... .. m...u]..... .. Mw cq 40 N + N , v; M + N 40 +. c .. n ..t ..... �...N..... ^. C4 ..................y .^......... .....:......................... .. N m... ....:.......... RIGHT OF WAY PLANS SHEET ............. .......... ............ N� _N...Lij EAST GUTTER PROFILE N w N. N N. �. ... .. ....... .... ci. .� .. ..... ..... ... ... .... 7. .. ....... ... w EXISTING CONDITIO S 59 Vy w w w ... m .m .. w ? w v~i W. m . ............. w SITE PREPARATION N& TESC PLAN 73 ... ........ ............................... ¢ .. ......... ............................ .... ..... ...... ..... .;........ . ......... ......... .......... .. �a ......... ALIGNMENT PLAN 85 . ...... .........0.0727................ L''..7-0.500% . .... _ ALIGNMENT PROFILE - 0.500% - - - -- - -- -- O 600% -. 0 5007:. . DRAINAGE PLANS 108 20 MEDIAN PROFILE _ o - EAST ............ ............................. ............................... ......... DRAINAGE PR 7 1 °+ WATER PLAN PROFILE 1113619 .........................�... . ............................... .. ..................... '.............................. ............................... ............................ EXISTING. .GROUND. AT .CENTERLINE ............. . 2 N 0 WATER PROFILE 150 ....... JOINT UTILITY TRENCH PLAN 168 ... ... .... .. ... .. .. ......... ...................... ... ........ ....... ........ I ......... ... .. ................ ..... ............. ...... ................ ..... .. ........... ........ JOINT UTILITY TRENCH PROFILES 184 ............................ ..:............................ _ ................... ... ......................................[..............................:.............................. .:............................. .............. _............ ................ ..... .... ..... ..... ..... .. .. ... ... .. ... PROPERTY RESTORATION PLANS 199 E GUTTER 27.26 2738 27.51 ....27;54 ..... 27.58. 2758 ...... 27.60 .. 27 61 27.63,,,, 27:65 27.67 ... 27 :69 27.70 ... 27:62 27.49 .,. 27:3.............................. . 27 15 26.80.: CHANNELIZATION & SIGNING PLAN 221 0- ._..._.E. MEDIAN..... 26,88_______ _________26:88___..._..._...., 26.82,.,.,........_._26:70_._._ ._._._._._.26.67._._._._._._._. 26:45 26.57 26:67 26.72 26:72 26.67 26:57 26.44 26:32 26.19 26:06 25.85 25.58: 0 ILLUMINATION PLANS 232 ......... ............... .. .......... ............................... ......... ......... ......... ...... ...... ............................... ............ ........ 25 26 27 28 29 IRRIGATION PLAN 286 EAST GUTTER & MEDIAN PROFILE LANDSCAPE PLAN 298 GIA 11-14-11 SURVEYED: KPG 4,1 RAINIER AVENUE S (SR 167) DRAWING NO. 97 094'4 wA OOH DRAWN BY: JLF �� �- CITY OF F ENTON BID Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 DESIGN BY: JLF y - 753981 Avenue N 2502 JeBersOn Avenue B CHECKBY: NJD Seate,WA98109 Tacoma,WA98402 DOCUMENTS FED AID NO. -C NOV 011 '? 20320 2� APPROVED FOR CONSTRUCTION ALIGNMENT PROFILE rs eR w (206)2861640 (253)627-0720 y DATE: OV 2011 1$ PROJ MGR: JF �iSjONA� E ' www.kpg.com BY: Y. DATE: I Iy STA 24 +50 TO STA 29 +00 SHEET NO. 97 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg a a z �y a n m �n a I ,, � W { .P o W ti O a M 0 3 0 tr a 0 0 w C i 3 0 i z cD !n W Q 0 z 0 z w V w O o% 80 SHEET RIGHT OF WAY PLANS 12 — _ —. — ................. .. ......... ......................... .. ..........:.................... ..... ..EAST. GUTTER. RROFILE ..... ... 74 ... ...... .. e .... ............................... ALIGNMENT PROFILE �. d 109 80 S'...31 +$$ . .................................. . .............................. . ...... .... ....... ......... ..... ............... ... .. .... . .. ................... ............................ 169 ... , .... ........... ... .............................. t ... .... 200 N ............... 222 ILLUMINATION PLANS .. .. .......... .................... :.............................. :. : GENERAL PROFILE NOTES LANDSCAPE PLAN .... . .. .... . ...... ... ... ............. .. .. ..... ..... .......... .........: ......... ......... BY APP. DATE ... ........... E. GUTTER ... 26.40..........26;00.....,.. 22.99,,.,., 1. SEE ALIGNMENT PLAN SHEETS FOR ROADWA Y AND OFFSITE ............................... 89,.........23.57.......2.4.15, 1.......- ..25.59..........25:0.4,.,..... ..24,37..........23:68.,,., 0....... E MEDIAN..... 25.23........ .. 24:82 ............... 24 33..... 23:77........23 22........ 22:66 ......,., 2210.......... BNSF RIGHT—OF—WAY 42......... - ..21.:.4.7...... „22.13..........22; -... _ - 29 30 ....... 32 .................. 33 ................ ..............................: SURFACI NG M EDIAN LOCATIONS, C URVE DA TA A ND RADIUS INFO RMATION. . ..: . ........... SEE BRIDGE . CLEARANCE .... ... ..... .. .... ....... " - DETAIL, SHEET 26 (TYP) I 2. SEE TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS [ .... ....................... ......... .. _ ......... .. .. ... . ... ........:. ...... I . ,_ ............ ... .. AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS, A ......... ......... ......... ........ .......... .............. I LOW POINT ELEV _'19:58. ........ AND GUTTER PROFILE. 60.... ... .. .... ......... = LOW POINT S7A 31 +7710' 60 .... ....................... .......... ......... .......... ................... ... ...... ..... .... .... .. ..... .. - 32...D.1.5 . - 3 SEE ALIGNMENT PLANS FOR CURB LAYOUT ...... I PW. ... ELEV = 9.09... .... .. f PM .ELEV =25.08 . 4 NTH 0 L ON 0 AVOID CONFLICTS WI 115' VC 110 VC" ABANDONED UNTIL NEW SYSTEM IS ...... INSTALLED AND OPERATIONAL. ........................... .... ... .. ... .. .. .... .. ..... . ...................... ...... ' ..... .................00 ..... ........... ... .. .. ..... ............................ .:. ......... ................[.. ..... .... .. .. ... ...... .. ...... ..... I +. M . N...... ......�..� .. N) ....��.... N 40 v I .... N N ......... . .. .. LOW POINT ELEV r 20.18 c ... v F w ....... POINT ST. = 31 +77.43 m m . . ...� J w ... I ..... PVI' STA "_' 31 +97.82 .. .. L .. .... .. . . .... ... Of ........ ... .. ........... .. ....:.. PVI.ELEV. *.19.35................... ... ......... .. .......................:....... ...................... ................ ......... ............ . ........ ......... 140' -VC.. .... ....... .......... . — T — L850°G..T _ — —.— 3 370% . — - 20.... 1<200 %...... — — �L . — — — ... 2 970% .... ... 20 00 .. ..' .... ... ........ .. .. .. ... N .. ... .. GV °�° ................. .. oa ^ WEST MEDIAN PROFILE. .. .. n N . � N . WEST GUTTER :PROFILE ... ... Pi N . � .. to .............. .......... w .w ..................... ........................... ...:........................... ......:............................ ...: ...................................... ...:..................EXISTING. GROUND .AT. CENTERLINE ...........:............. ........N . ......... ............................... ... .:............................. ... .:. ........................I... ......N... .. . .......... ............... w . . .;............................. j. m..... j .............. . W GUTTER 22.41 .,,,,,,,,22.11 2181 21;51 2121 20.91 2061 2631. 20.01,,, 1932 19.59,,,,,,, 1968. 20.00 20.55. 2128 22;02.. 22.75 0 ...... ..:W.MEDIAN....24.28.. 23:93 ................2347 ..,, 23;00........22.54........ 22.08 2162....... 21:16......... 20.69.............20.32 __.. .... 2018......... ......20:28..........20,60..... 21;16... ,,,.23.50; 24.36' 29 30 31 32 . _....21.95.............22.79___ . 33 .......23,62..... .....0. :� .1 40. WEST GUTTER & MEDIAN PROFILE 20 _2'2309, ... SHEET RIGHT OF WAY PLANS 12 — _ —. — ................. .. ......... ......................... .. ..........:.................... ..... ..EAST. GUTTER. RROFILE ..... ... 74 ... ...... .. e .... ............................... ALIGNMENT PROFILE �. d 109 END AST Dl Fl O S'...31 +$$ . EAST, MEDIAN . PROFILE ........ ,:. ............... :. ± ° 169 -LE EAST MEDIAN PROFILE - ST MEDIAN PROFILE .................. ............................ .................:.............. ............................... ..................:............ 200 N ............... 222 ILLUMINATION PLANS 233 .......... .................... :.............................. :. : Q H LANDSCAPE PLAN .... . .. .... . ...... ... ... ............. .. .. ..... ..... .......... .........: ......... ......... BY APP. DATE ... ........... E. GUTTER ... 26.40..........26;00.....,.. 22.99,,.,., ......... .................:.................... ............................... 89,.........23.57.......2.4.15, 1.......- ..25.59..........25:0.4,.,..... ..24,37..........23:68.,,., 0....... E MEDIAN..... 25.23........ .. 24:82 ............... 24 33..... 23:77........23 22........ 22:66 ......,., 2210.......... .....22:29..........21,62,,.,,, ,,..21;13........,,20.8720:84...........21.04....... 21L4 ..... ......20,99...............20:59 42......... - ..21.:.4.7...... „22.13..........22; -... _ - 29 30 .. .......20 31 ....... 32 .................. 33 ................ ..............................: EAST GUTTER & MEDIAN PROFILE 0 IN IN .29. 0. 0 5 10 20 40 HORIZONTAL SCALE IN FEET [Y] T- 343098 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE - DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 z �yrn m O a o � K w 9 K , ` O ti O c GIAC 11 -14 -11 pS4'e� ns 08q cN o l' A•p,�, Q1 Tta �Qr �{ ioNaL '� SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECK BY: NJD PROJ MGR: JF FILE: 06550PRFOt.dwg ��� 7539fhAvenueN 2502 Jefferson Avenue BID SeatOe,WA98109 Tawma,WA98402 DOCUMENTS (208)286-1640 (2531627 -0720 www.kpg.com , �� '} CITY OF RENTON JL Public Works Department AP OV D FOR CONSTRUCTION I� BY / DATE: /fib // Z- ) RAINIER AVENUES SR 167 S GRADY WAY TO S(2ND ST ALIGNMENT PROFILE STA 29 +00 TO STA 33 +50 DRAWING NO. 98 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 98 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z �yrn m O a o � K w 9 K , ` O ti O c r 0 3 0 w a! a 0 u7 i U 0 0 i 3 0 z c� w i Q 0 0 z 0 w rN- U w 0 O 8 0 .............................................................................................................................................................................................................................................................................................................................................................................................................................................. SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 ............................... 80 WATER PLAN 138 _ .................. .......... ... .......... ...... ................... NOTE:. :BUILDUP ROADWAY GRADE. WITH: HMA FOR PRELEVEL. ........ CL ....... ................ .......... ......... ....... ......... ......... ;: 186 . . ,........ CHANNELIZATION & SIGNING PLAN 223 _ 234 IRRIGATION PLAN .,....... LANDSCAPE PLAN GENERAL PROFILE NOTES ........................................ PG 70 -22 IN VICINITY OF. RAINIER. AVE :S AND S PLACE NUMBER .... . . . . . . ........... PG 70 -22. IN .VICINITY BY OF. RAINIER. AVE S. AND. S 4TH. PLACE . .4TH. INTERSECTION•...SEE. TYPICAL SECTIONS; SHEET ... . ..... INTERSECTION, , .SEE, TYPICAL SECTIONS, ..........: SHEET ,21 ..............................: . SEE ALIGNMENT PLAN SHEETS 81 91 FOR ROADWAY AND OFFSITE 1. - ,21 ......... " "' " " " "' " " "" "` " " " """""""""' """""""""' "`" "' "" """ .... -. NG, M NS, C TA, A SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION .................. ......... ......... ........... ........ .. POINT ELEV _ 28.29: 60 ........................ 2. TYPICAL SECTION SHEETS 19 -23 FOR ROADWAY MATERIALS, CROSS ......... . _ .. .. ....... _ .. _... ........ _ ...... .... ........ ....... ......... .......:..... _ .................... ......:............ .......... ......... ......... STA = 36+ 22,59.......................... HIGH POINT ELEV _ 28:66 ......................... SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE 60 .... .. .. .... .............. ... .. :....... .. -PVI STA _ 33 +53:94.....:. ........ ......:.......... .......... ... :... .. .. .....: HIGH.POINT.STA - 37±80:89.;..60. .. AND GUTTER PROFILE. PVI STA ....... ..... ................... ..... - 33 +68 ... ...... ...... ...: ................................................ ............................... .......................... .............. . "' MATCH R14 ILL—L TERSECTION CURVE DATA PVI ELEV: = 28.07' ... PVI.ELEY = PM ELEV = 28.36 140' VC. STA 34 +58.39,:SEE P VI .STA _ 37 +.75. 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. .25.08 .. . 50. VC.. PVI ELEV = 28.77. .. 110' VC ... ... ............. ......... IN EAST MEDIAN _,. ...... _ _........._ ...... ................. . 75` VC PROFILE ': "' CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS IN 4 WITH .......... ............................ .............................. ...............................:............................................... ...............:............... OFILE AT STA 34 +60.85... �..... �. ... ABANDONED UNTIL NEW SYSTEM IS N. :S 4TH PLACE .,,, ....... S 4TH PLACE ... oo... .. ... ... ... .. N.. .... ... ... INSTALLED AND OPERATIONAL. ......� N ......... ........ ... o .w Uf _ ..... ........ ............ - r7... ..... .......... O. ...� �. .... ............. ltl. + .,I1 ................. N. ............... .. �, .�.. .M LO 11 N ;: m .N t` in :.............................. :........... .�............ 40.... } .N ..........................� aO..M N ..." U ................. ................ ..N ..> U �.. .........� n N ........ .. ..� U....................... ..N. .0 ........................ > .. 1 .................. ........:... .... I > ;... .... N M .. N ....... 7 ...... .. .e;. .� w Q .... y m > :. END WEST. MEDIAN EXISTING GROUND AT CENTERLINE ¢ Q �, ..Q > m m ..�u�a m W .. PROFILE AT STA M3 M;20 W..... ... .... ... :....... > w . .W..n ............... ...................Q w ............. O %..........Q 1.55 %. ...0: 500%.. .................:............a ...... ......... ... ........... 0.380 .... ..... .................... p fi00% .. . . ... ..... .... .._ 0 %.. ........ — — — — .- ... 007 .. .... .... — - 0. 00% 0 5 - ...00% .. 07 00 %.... — — — — . —. — �...... 10 03% ..... .. .... .... .BEGIN WEST PROFILE ........ WEST MEDIAN PROFILE WEST GUTTER PROFILE . [ + N .. .. N �... 20.....'. .......... ........................... TS7 6 +p0 58 20 ........................ .. ..........:........ . ... ..... ............. HIGH POINT ELEV - 29.35 ........................................ M .....:.................................................:............. 20 .... ............................... ... ....... ......... . ..,.. WEST MEDIAN PROf1LE ELEVATION.._.. ..... ............................... HIGH POINT STA _ - 37 +96 02 ..... 20 .. ........ .. ...... .. ..................... .....-1 -.. n N ... .. MAT.CH.RII.INTERSECTION CURVE DATA EAST MEDIAN,PROFILE ELEVATION ...,.. ..... ... ...... .. ..... ...... .. N.. ............................... > m ^� N ...... AT.STA 33 +68.10,_SEE ALIGNMENT PLANS PLANS...... Q. > P�PVI 7 +29.42 N a.. MATCH R12 INTERSECTION CURVE DATA "" "'' ELEV ......... w... ........... .... ''m ...... .... .. ..... ...... . _ WEST GUTTER PROFILE AT STA 34 +87 45 SEE ALIGNMENT PLANS .. .... .. .. ......... .... ... ......... 50..VC ....... ................. Q W GUTTER R1.1 - 4TH PL 4TH..Pt R12 26.15 26:40 26,66.... 26:90 2715.. 27:41 27 66..... 27:.9.1. 28 08 28.25 28.42 28.58, „2.8 65 28 O ....... ... 0.........W. MEDIAN . � .............. - , .. , . - - ..... .... .... 28.41 ........ 28 56 ............. 2$ 71 28:86 ................ ............ 29.01 29 % 27.99 28:17. 29 30 29.35 0 34 35 26.78 36 . _, ..,. 27 68............ 28:07 37 ....... 28.19............. 28:32 28.44.......... ............... ...... 38 .... 8.6 8:77 WEST GUTTER & MEDIAN PROFILE 80 ............................................................................................................................................................................................................................................................................................................................................................................................................................................ SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 ............................... 89. JOINT UTILITY TRENCH PLAN NOTE: ;BUILDUP ROADWAY ORADE WITH HMA FOR PRELEVELCL 186 . . 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 ........................................ NUMBER .... . . . . . . ........... PG 70 -22. IN .VICINITY BY OF. RAINIER. AVE S. AND. S 4TH. PLACE ..... ..... INTERSECTION, , .SEE, TYPICAL SECTIONS, ..........: SHEET ,21 ..............................: . _ ..............:. _.. _...................... s........ ........ _...........:................ ...............:............... HIGH' POINT ELEV "_ 27.92 HIGH POINT ELEV _ 28.29: 60 ........................ ...........:............... ...... ...... ......... . ............................ . HIGH., POINT. STA = 36+ 22,59.......................... .. ......................... HIGH 06INY STA .:. 37 32:39 60_ .. -PVI STA _ 33 +53:94.....:. ........ ......:.......... .......... ......... ......... ......... .....: ................. .PVI .STA..;. 36 +00 .......... .. P.VI. STA. _ 37+28,22 . . PVI ELEV = 24.61 "" "' MATCH R14 ILL—L TERSECTION CURVE DATA PVI ELEV: = 28.07' PM ELEV = 28.36 140' VC. STA 34 +58.39,:SEE ALIGNMENT PLANS .. . 50. VC.. ................ ........... ........ ......... IN EAST MEDIAN ............. ...... ........... EAST MEDIAN PROFILE ': "' .......... """ .......... ............................ OFILE AT STA 34 +60.85... �..... �. ... ... N.. N. . S 4TH PLACE p N.. M M. S ° {. .w 4O ......... ................................................ ' ......... ...... M, - r7... ..... .......... O. ...� �. .... ............. ltl. + .,I1 ................. N. ............... .. �, .�.. . N � .........�. tL?. ................ ............................................. ra................ .N . . .... ............................... . .... 4.0. :.............................. :........... .�............ .................. } .N ..........................� aO..M N ..." U ................. ................ ..N ..> U �.. .........� n N ........ .. ..� U....................... ..N. .0 ........................ > .. 1 M. .�.. _ ... r� N M .. N m . >. w Q y m > W ... ... . . >.. _ ..... ..Q y. JJ ..�u�a m W .. N W..... ... .... i,u .... ... :....... > w . .W..n ............... ...................Q w ............. O %..........Q 1.55 %. ...0: 500%.. .................:............a ...... ......... ............ 0:310 %... .......... . ... ..... .... .._ 0 %.. ........ — — — — .- ... 007 - 0. 00% 0 5 - ...00% .. 07 00 %.... - -- — — — — 1.000 %............ ?.'�.. . [ �... EAST GUTTER PROFILE 20 ........................ .. ..........:........ . ... ..... ............. .... ..... Op, .... o �'o ........................................ _ .....:.................................................:............. .... ............................... - N ........................................................... ............................... _ ^^ f. ...................... ..... 20 : .......... ...................... ............................... R13 INTERSECTION CURVE DATA .. ..................... .....-1 -.. n N m� N.. ............................... ^� N .... . AT STA 33 ±54.94, SEE. ALIGNMENT PLANS...... Q. > N a.. EXISTING GROUND ......... w... ........... .... .. ...... .... .. ..... ...... . _ ....... .. ¢ ...... .. .... .. ......... .... ... ......... w......... .. Q ......... ....... ... E GUTTER R13 .4TH PL 4TH PL R14 25.82 26:07 26.57 27:07 27.54.... 27:83 27.91..... 27 82 27.99 28:17. 28 28....... 28:25, 0...... E MEDIAN..... ...................�.... .. ... - 26.78 27:29 . _, ..,. 27 68............ 28:07 28.19............. 28:32 28.44.......... 28:.................................................. .... 8.6 8:77 .. .. . 28.85 26 93 ...2.813.... 29.01 29.08: 0 34 35 36 37 ............. ....... ... ....... .......... 38 .. . EAST GUTTER & MEDIAN PROFILE SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 wx C II -1ar7 GtA SOS4 wn � y y '? 20320 w`r ,n rsrER l.�k' loNAL tip' SURVEYED: KPG DRAWN BY: JLF DESIGN BY: JLF CHECKBY: NJD PRO) MGR: JF FILE: 0655DPRF01.dwg R 753 ft Avenue 2502 Jefferson Avenue BID Seadle,WA98109 Tacw@,WA984D2 DOCUMENTS (2061286 -1640 (263)627 -0120 VM4/'kP9'Wrs CITY OF RENTON — OA Public Works Department APPRO ED FOR CONSTRUCTION �� BY DATE:" Sp / ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 NUMBER REVISION DESCRIPTION BY APP. DATE HORIZONTAL SCALE IN FEET T- 343099 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE - DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 33 +50 TO STA 38 +00 DRAWING NO. 99 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 99 OF 304 �y m /v �o J 1 0 �d N -c 1 w a .p V/ 0 O wo z H