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HomeMy WebLinkAboutContract PlansCity of Renton MAYOR WILLIAMS AVE S AND WELLS AVE S ay Renton, °Washington uth Grady W98057 Denis Law CITY COUNCIL Randy Corman Ryan Mclrvin Valerie O'Halloran Armando Pavone Ruth Perez Don Persson Ed Prince SCHEDULE OF DRAWINGS SHEET NO. TIC 1 COVER SHEET 2 - 4 SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROL 5 LEGEND AND ABBREVIATIONS 6 TYPICAL ASPHALT ROADWAY SECTIONS 7 TYPICAL CEMENT CONCRETE ROADWAY SECTIONS 8 ROADWAY DETAILS 9 - 19 TRAFFIC CONTROL PLANS 20 - 24 SITE PREPARATION AND TESC PLANS 25 - 29 ROADWAY PLANS 30 - 35 FLOWLINE AND SIDEWALK LAYOUT PLANS 36 - 39 CONCRETE PANEL PLANS 40 CONCRETE PANEL PLAN NOTES AND DETAILS 41 DRIVEWAY PLAN & PROFILES 42 DRIVEWAY DETAILS 43 - 46 DRAINAGE PLAN & PROFILES 47 - 48 DRAINAGE CROSSING PROFILES 49 - 52 WATER PLAN & PROFILES 53 - 56 WATER DETAILS 57 - 58 SEWER PLAN & PROFILE 59 - 71 SIGNALIZATION & ILLUMINATION PLANS 72 - 74 SIGNAL POLE SPECIFICATIONS 75 SIGNALIZATION DETAILS 76 - 79 FIBER OPTIC PLAN 80 - 83 URBAN DESIGN PLANS 84 - 85 URBAN DESIGN DETAILS 86 - 89 LANDSCAPE PLANS 90 LANDSCAPE DETAILS 91 - 98 IRRIGATION PLANS 99 - 100 IRRIGATION DETAILS 101 - 117 CHANNELIZATION & SIGNING PLANS 118 - 119 RIGHT OF WAY PLANS 9 pRR a 'akuu� t:X't" 1n try CONVERSION PROJECT Federal Aid # HIPUL-STP 9917 (034) CAG 20-001 December, 2019 Volume 2 of 2 General Bid Information: Builders Exchange of Washington, Inc. (425) 258-1303 www.bxwa.com City Contact: Keith Woolley (425) 430-7318 Kwoolley®Irentonwo.gov Consultant Contact: Olivia Paraschiv, P.E. (253) 627-0720 PROJECT VICINITY MAP NOT TO SCALE for 4711 - Ir iI DATE ♦ + .. list ion FN]T� BID DOCUMENT ""o " _r 3131 3a6 Ave, Ste 400 12,111-'* smn Are Seattle, WA 90121 1W, WASM02 (206) 285.1640 1251] 627-0720 www.hpg.cam i SHEETINDEX ' 12 13 PT 36 101 + l 42.37' RT ELE)V-- 33.02' ID+00.00 WILLIAMS AVES CL \ 400+00.00JJS GRADY WAY CIL y (f r NOTES 1. THE LOCATIONS 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 SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 2. FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018; SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019; MAY 2019. 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 5. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 6. THIS IS THE CENTER OF TWO OR MORE PAINTED LINES INDICATING A DUCT RUN OF WIDTH AS NOTED. MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWING. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND 1896. VERTICAL DATUM NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128. O SITE PREPARATION PLAN XQ SIGNALIZATION & ILLUMINATION PLAN PLAN �X ROADWAY PLAN (XNy URBAN DESIGN PLAN DRAINAGE PLAN & PROFILE � L"_J LANDSCAPE PLAN I 0 30 60 120 180 WATER PLAN & PROFILE < IRRIGATION PLAN { SCALE IN FEET SEWER PLAN & PROFILE ❑X CHANNEUZATION & SIGNING PLAN II 1 0 - 14 - - - 15 - 16 � 17 18 1$ a 110 21 22 23 L� WILLIAMS AVE S L4 M 102 I 1 1 22 = N w � w z I W J I+ U IL> Q . I PTy 35 A 411027.57I 33.39' LT ELEV = 3273' d 70+00.00 WELLS AVE ACL i cq i 404+24.79 5 GRADY WAY CL + m 71 72 73 4 75 76 77 78 79 80 L9 WELLS AVE S LID 70 \ <\'�7/109 1D9 I i 110 CONTROL POINT LIST PT DESCRIPTION NORTHING EASTING ELEVATION 35 SPIKE 176273.66 1301068.48 3273' 36 NAIL W/TAG 175900.91 1300794.75 33.0V QG � Ii S GRADY WAY ALIGNMENT DATA NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS Cl 396+00.00 175697.27 1300475.75 434.92' 6'31'24" 3820.00' L1 400+34.92 175978.60 1300807.11 389.88' N 46'23'41" E L2 404+24.79 176247.50 1301089.43 129.15' N 46-23'41" E C2 1 405+53.94 176336.57 1301182.94 1 146.06' 1 11-41'05" 716.20' WILLIAMS AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASIING LENGTH I BRNG/DELTA RADIUS L3 10+00.00 175954.64 1300781.72 930.94 N 1'28'31" E L4 19+30.94 176885.28 1300805.68 559.79' N 1'30'12" E L5 24+90.73 17744-4.87 1300820.37 560.30' N 1'28'22" E L6 30+51.03 178004.99 1 1300834.77 560.06' N 1'27'40" E L7 36+11.10 178564.87 13D0849.05 1041.49' N 1'30'05" E LB 46+52.59 179606.01 1300876.34 1 479.50' N 20'S8'04" E WELLS AVE S ALIGNMENT DATA NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS L9 70+00.00 176247.50 1301089.43 629.54' N 1'29'07" E L10 76+29.54 176876.83 1301105.74 559.86' N 1'28'49" E L11 81+89.40 177436.50 1301120.21 560.32' N 1'28'12" E L12 87+49.72 177996.64 1301134.58 560.11' N 1'29'58" E L13 93+09.84 178556.56 1301149.24 777.2W N 1'208" E L14 100+87.11 179333.58 1301169.20 358.95' N 40'33'25" E L15 104+46.06 179606.29 1301402.59 78.98' N 057'22" E Lib 105+25.04 179685.26 1301403.91 200.00' N 0-56'43" E 77 I- W x (n w w 1n W z J U a CONTROL POINT LIST 100 SPIKE 178590.73 1300820.39 40.35' 101 SPIKE 178608.16 1300500.23 38.6? 112 SPIKE 177986.91 130G490.15 38.58' 113 SPIKE 177979.69 1300811.94 40.91' 114 NAIL 178017.51 1301108.94 4284' 115 NAIL 178529.16 1301122.47 4205' 116 SPIKE 177736.38 1301149.82 4208' 117 NAIL W/7AG 177605.13 1300858.18 39.33' PTA I 3 �ih6+25.i6 22.18' LT ELEV = 40.91' r. 25 2b 27 28 29 I 103 PT 26 , 1 I RT I N 33.67' RT 1 J I ELEV = 39.33' yI �17A 182 E 3 84 85 86 94 1 I RT ELEV \ \ S 3RD ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L17 295+00.00 178019.04 1300334.97 500.00' S 88'23'24" E L18 300+00.00 178004.99 1300834.77 299.93' S 8824'14." E L19 302+99.93 177996.64 1301134.58 300.27' S 88'24'05" E REVISION DESCRIPTION 22 N 27 45 51 r J 88 J 117 � r� �I N o o o 0 r+7 [a 23 rai 28)I ( I 52 V 117 N N I -- r TO- ai } 0 13 0 C: Q 0 n` 1 E «7 PPT 112 STAFF 27.76' RT ELEV = 38.58' L-- - -1 � - T - 3Q+51.Q3 WILLIAMS AVE S CL 300+00.OD S 38D ST GL 32 3 34 35 L6 W LLIAM AVE S 104 105 24 29 PT 11�F $TA } I LT ELEV = 4284' ELEV Pr 115 PI 3� STA + 8.74 26.04' LT ELEV = 42.05' no 89 90 1.1 92 L12 WELLS AVE S ,12 113 24 2s ' 87 49.72 WELLS AVE S CL - 302+99.93 S 3RD ST CL S 2ND ST ALIGNMENT DATA NUMBER START STA NORTHING EASTING LENGTH BRNG/DELTA RADIUS L20 195+00.00 178578.95 1300349.25 500.00' S 88'23'12" E L21 200+00.00 178564.87 1300849.05 300.30' S 88"2449" E L22 203+00.30 178556.56 1301149.24 300.14' S 88'24'00" E „ P. SURVEYED: KPG �� I S. DRAWN BY: CS q DESIGN BY: OBP y +t�d1 CHECK BY: JF - PROJ MGR: JF FILE: 16125NDXd 20 25 43 49 � 57 � A a 116 J a I � 36 0 cV 13 0 0 21 44 87 o N NNI 58 116 ACIL r= 93 C7 13 N f u'3 I Cq Kpcxql CITY OF RENTON Interdisciplinary Design B I D 3131i MAse 2502JelescnM4 Public Works Department Q IT=rAWA 9W DOCUMENT APP =�CCNNSTRILICTION �BIj Se�AWA99121 1Z53}$Ziai186 21646W wwkplplm $Y DATE PT# 101 '- ++ 10 33.45' LT ELEV = 38.67' 36+11.10 WILLIAMS AVE S CL 200+00.00 S 2ND ST CL PT t00 6t 29.33' LT ELEV = 40.35' 93+09.84 WELLS AVE S CL 203+00.30 S 2ND ST CL PLAN .� 0 30 60 120 180 SCALE IN FEET SHEETINDEX SITE PREPARATION PLAN OX SIGNALJZAT10N & ILLUMINATION PLAN ROADWAY PLAN (7(? URBAN DESIGN PLAN DRAINAGE PLAN & PROFILE Q LANDSCAPE PLAN O WATER PLAN & PROFILE OX IRRIGATION PLAN Q SEWER PLAN & PROFILE ❑X CHANNELJZAT10N & SIGNING PLAN WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO- r� 3 CONVERSION PROJECT PROJECT NO 16125 FED AID Na HIPUL-STP 991 (034) SHEET INDEX, ALIGNMENT PLAN & SURVEY CONTROL DATE DEC 2019 .1 SHEETNO. 3 OF 119 ll1 I / f=l I 13 / i01 I 1 IU) / N 1 ai / PT 144 / � A +5 9 / + 0.00' 2 43 44 45 46 ` / PTA 13 � WILL AVE S \ 0.00! ---- --- 48 49 \ PT ,12 a7 / + .09 6D; L23 61 WILLIAMS AVI N PT# 11 + . ao # 202 16.23' RT 108 0.00' —F s — - f' PT 203 NCO' p7g 6.62' LT / l + ` / 0.45 LT CN 105E 106 107 4, L15 L1 s A�4 115 f 0.00' WILLIAMS AVE N ALIGNMENT DATA NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS L23 60+00.00 180040.86 1301060.39 200.00' N 0'52'49" E CONTROL POINT LIST PT # DESCRIPTION NORTHING EASTING ELEVATION 9 MIC 179344.59 130117&02 38.31' 10 MIC 179685.26 1301403.91 3&14' 11 MIC 180010.67 130106&39 36.10, 12 MIC 180053.75 1301047.93 36.08' 13 MIC 179801.31 1300951.20 36.82' 14 MIC 179MM 1300876.34 37.35' 202 MON.FND2'SB 179333.58 1301169.20 38.70' 203 MIC.FND 179500.56 1301303.40 38.75 SHEETINDEX 0 SITE PREPARATION PLAN QX SIGNALIZATION & ILLUMINATION PLAN �X ROADWAY PLAN CX � URBAN DESIGN PLAN DRAINAGE PLAN & PROFILE Q LANDSCAPE PLAN PLAN WATER PLAN & PROFILE OX IRRIGATION PLAN SEWER PLAN & PROFILE F Ex CHANNELIZATION & SIGNING PLAN 60 120 180 SCALE IN FEET ADDENDUM k2 AEH 08P 1 1/22/20 NUMBERI REVISION DESCRIPTION BY APP DATE g Phk,r SURVEYED: DRAWN BY: KPG CS ��� � CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT DRAWING NO. 4 PROJECTNO. 16125 .Y" DESIGN BY: OBP Interdisciplinary Design BID Public Works Department FED AID NO. HIPU4•STP "17 ��I 3191�oAAre 25Dt,kAll�vl Rrs O CHECK BY: JF DOCUMENT APPR CONSTRI,IC7EDN SHEET INDEX, ALIGNMENT PLAN &SURVEY CONTROL DATE: DEC 2019 ^' l�Rhn1. to>., ti PROJ MGR: JF 59M WA, 93l21 {pfij2w6H1 wxJ�gaoln BY. DATL� SHEET NO. 4 OF 119 FILE: 16125NDX.dwg f EXISTING LEGEND Mic& MONUMENT IN CASE MONa SURFACE MONUMENT o PK NAIL REBAR & CAP ® SPOT SHOT (DESCRIBED) ❑ CATCH BASIN OO STORM DRAIN MANHOLE YARD DRAIN m DOWNSPOUT SD o STORM DRAIN CLEAN -OUT CULVERT O SEWER MANHOLE ssa SEWER CLEAN -OUT o POWER POLE POWER POLE W/UNDERGROUND CONNECT 30 POWER POLE WITH LUMINAIRE 4 POWER POLE WITH LUMINAIRE AND UNDERGROUND CONNECT © POWER MANHOLE © POWER VAULT LID o❑ POWER TRANSFORMER © POWER METER -0 GUY POLE GUY ANCHOR TRAFFIC SIGNAL TRAFFIC SIGNAL WITH LUMINAIRE TRAFFIC SIGNAL (TYPE 1) WITH LUMINAIRE PEDESTRIAN SIGNAL ® JUNCTION BOX (TYPE 1) m JUNCTION BOX (TYPE II) �\ TRAFFIC ATTENUATOR LOOP STREET LIGHT (LUMINAIRE) STREET LIGHT (DECORATIVE) )*o LOT LIGHT >X YARD LIGHT RAILROAD CROSSING SIGNAL OO TELEPHONE MANHOLE 0 TELEPHONE VAULT LID FIBER OPTIC MANHOLE mi FIBER OPTIC VAULT LID m GAS VALVE ® GAS METER * WATER VALVE ® WATER METER ® WATER MANHOLE © WATER VAULT LID R FIRE HYDRANT R FIRE DEPARTMENT CONNECT POST INDICATOR VALVE n HOSE BIB ® IRRIGATION CONTROL VALVE OO UTILITY MANHOLE (GENERIC/UNKNOWN) O UTILITY VAULT LID (GENERIC/UNKNOWN) 'b UTILITY RISER (GENERIC/UNKNOWN) sPo STAND -PIPE (GENERIC/UNKNOWN) uo UTILITY ACCESS (GENERIC/UNKNOWN) OO MONITORING WELL 0 BORE/POTHOLE GPO GUARD POST SIGN eZ MAILBOX (# OF BOXES) o FLAGPOLE Cr SHRUB ®xx' STUMP, DIAMETER 0xx' DECIDUOUS TREE, DIAMETER (# OF TRUNKS) *xx' CONIFEROUS TREE, DIAMETER (# OF TRUNKS) P T FO TV w - — W— G u OP SD s 0 LLLL AC CHLK DWY COL YD PAINTED POWER PAINTED TELEPHONE PAINTED FIBER OPTIC PAINTED TV PAINTED WATER RECORD WATER ABANDONED WATER PAINTED GAS UNIDENTIFIED UTILITY OVERHEAD POWER LINE STORM SEWER FENCE HEDGE (HEIGHT NOTED) BUILDING FOOTPRINT BUILDING OVERHANG PAINTED STRIPE PAINTED SKIP STRIPE RAISED -BUTTON SOLID STRIPE RAISED -BUTTON SKIP STRIPE EDGE OF PAVEMENT FLOWLINE CONTOUR CONCRETE GRAVEL GRASS ROCKERY BRICK METAL GRATE CONCRETE PAVERS ASPHALT/CONCRETE CHAINLINK DRIVEWAY COLUMN YARD DRAIN ABBREVIATIONS AC ACP ADA AP APPROX BLDG BSW CB CCP CDF CHLK CIP CIPP q CL CO CDR COL CONIC CSBC CSTC DI, DIP DIA DW E EA ELEV EDP EQ EW EXIST FF FL FO FOC PT HMA HORIZ HP HT ID IE IN JB L LT LF LP ASPHALT CONCRETE MAX ASPHALT CONCRETE PAVEMENT MIN AMERICANS WITH DISABILITIES ACT MH ANGLE POINT MIC APPROXIMATE MJ BUILDING MON BACK OF SIDEWALK N CATCH BASIN NAVD CEMENT CONCRETE PAVEMENT NO CONTROLLED DENSITY FILL NTS CHAINLINK OC CAST IN PLACE DID CURED IN PLACE PIPE PC CENTERLINE PCC CLASS PCCP CLEANOUT PI CITY OF RENTON POB COLUMN POE CONCRETE PRC CRUSHED SURFACING BASE COURSE PT CRUSHED SURFACING TOP COURSE PVC DUCTILE IRON (PIPE) DIAMETER PV< DRIVEWAY PM EAST OR EASTING R EACH ROW ELEVATION FIT EDGE OF PAVEMENT S EQUAL SD EACH WAY SDMH EXISTING SE FINISHED FLOOR SHT FLOW LINE SPU FIBER OPTIC SQ FACE OF CURB S.S. FOOT SS HOT MIX ASPHALT SSMH HORIZONTAL ST HIGH POINT STA HEIGHT STD INSIDE DIAMETER STCR INVERT ELEVATION SW INCH/INCHES TESC JUNCTION BOX LENGTH TOC LEFT TYP LINEAR FEET `ERT LOW POINT W YD MAXIMUM MINIMUM MANHOLE MONUMENT IN CASE MECHANICAL JOINT MONUMENT NORTH OR NORTHING NORTH AMERICAN VERTICAL DATUM NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF CURVE POINT OF COMPOUND CURVATURE PERVIOUS CEMENT CONCRETE PAVEMENT POINT OF INTERSECTION POINT OF BEGINNING POINT OF ENDING POINT OF REVERSE CURVATURE POINT OF TANGENT POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE POINT OF VERTICAL TANGENT POINT OF VERTICAL INTERSECTION RADIUS RIGHT OF WAY RIGHT SLOPE OR SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SHEET SEATTLE PUBLIC UTILITIES SQUARE STAINLESS STEEL SANITARY SEWER SANITARY SEWER MANHOLE STREET STATION STANDARD STRUCTURE SOUTHWEST TEMPORARY EROSION & SEDIMENTATION CONTROL TOP OF CURB TYPICAL VERTICAL WEST YARD DRAIN TYPICAL SECTION GENERAL NOTES 30' 7.5' SIDEWALK 11' PARKING FL ELEV ROW BUILDING 30' FACE \ 9.5' SIDEWALK 9' PARKING I 0.5' - /'FL ELEV/-G 11' THRU LANE S 2ND ST CONSTRUCTION IRE 11' THRU LANE VARIES 1.07r-5.0% S 2ND ST - TYPICAL SECTION A LOOKING WEST NTS S 3RD ST CONSTRUCTION I 11' THRU LANE 11' THRU LANE VARIES 2.0%-4.5% VARIES 2.09-4.5% S 3RD ST - TYPICAL SECTION B LOOKING EAST NTS 30' 11' THRU LANE 7.5' SIDEWALK 0.50' FL ROW 30' -- BUILDING 9' PARKING 9.5' SIDEWALK �! FACE 45 FL ELEV-\ L1.5% WILLIAMS AVE S ROW ROW CONSTRUCTION BUILDING 30' BUILDING FACE FACE i 9.5' SIDEWALK 9' PARKING 11' THRU LANE 11' THRU LANE 9' PARKING 9.5' SIDEWALK 0.5' 0.5 FL ELEV 1FL ELEV 1• VARIE� 1.0%-5.0% VARIES 1 —5.0% r ' � 4 .6 r 6 # ram` 2 5 7 5 2 7 5 7 5 3 WILLIAMS AVE S - TYPICAL SECTION C 3 LOOKING NORTH NTS WELLS AVE S ROW BUILDING ROW 30' CONSTRUCTION 30' BUILDING FACE i FACE 9.5' SIDEWALK 9' PARKING 11' SHARED USE LANE 11' SHARED USE LANE 9' PARKING 9.5' SIDEWALK r 0.5' 0.5 FL ELEV 1� VARIE�1_0%-5.0% VARIES 1�5.0% FL ELEV 4 s 4 � I 5 7 5 2 7 2 7 5 7 5 3 WELLS AVE S -TYPICAL SECTION D 3 LOOKING NORTH NTS e. PAk SURVEYED: KPG . JRW CITY OF RENTON DRAWN BY: JRW y��j DESIGN BY: BRAA Interdisciplinary Design BID PuhlcWorksDe nmenl - Pa • q 3131EWA" 3xQJeRelsmAm a CHECKBY: OOP So6e4W IT"I%WANQ DOCUMENT A A9 FOR CONSTRUCTION PROJ MGR: JF Seattb WA91121 (MU?437 FILE: 16125NPSEGdwg (206(25GIOW rnlw*=. BY; Pali= - NUMBER REVISION DESCRIPTION BY APP. DATE 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS APPROXIMATELY 3"-9" HMA OVER 3"-9" CONCRETE PANELS, Scr GEOTECHNICAL REPORT FOR MORE INFORMATION. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALLATION OF THE NEW PAVEMENT SECTION. 5. ALL CEMENT CONC. USED IN THE PROJECT SHALL BE CLASS 4000. MATERIAL CODE (+ DESCRIPTION 1 2" HMA CL 1j" PG 64-22 FOR OVERLAY 2 5" HMA CL )r PG 64-22 (2 LIFTS) 3 6" CRUSHED SURFACING BASE COURSE 4 4" CEMENT CONC SIDEWALK OR 10" CEMENT CONC DRIVEWAY ENTRANCE 5 4" CRUSHED SURFACING BASE COURSE 6 18" CEMENT CONC TRAFFIC CURB AND GUTTER PER COR STD PLAN 101 7 1 COMPACTED SUBGRADE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT TYPICAL ASPHALT ROADWAY SECTIONS DRAWING NO, 6 PROJECT NO. 16125 FED AID Na HIPULSTP 99 Iwj - DATE: DEC 2019 SHEET NO. 6 OF 119 BUILDINP ROW FACE t— ROW BUILDING FACE —, I t— BUILDING ROW FACE —, I S 2ND ST CONSTRUCTION CROWN OF ROAD 5.50' 36 30' 18.5' SIDEWALK I I 11' THRU LANE 11' THRU LANE 11' THRU LANE 7.5' SIDEWALK 0.5' FL ELEV ` FL ELEV _0.5 0' 4 4 1-5k 10 VARIE`1A7r4.0% I 8 VARIES 0�3.016 10 `15% F 5 9 7 7 7 S 2ND ST -TYPICAL SECTION E LOOKING WEST NTS S 3RD ST S CONSTRUCTION q ROW 30' 30' BUILDING 17' SIDEWALK 2 12.5' THRU LANE I 15' THRU LANE 17' SIDEWALK FACE 0.5' FL ELEV ` FL ELEV 0.5' 1.57E 4 10 VARIE`0_9%4.0% VARIES 0�3.0% �4 4 1.5% 5 • � � 9 .• 5 \Ov 7 5 �r L'i S 3RD ST -TYPICAL SECTION F LOOKING EAST NTS WIWAMS AVE S CONSTRUCTION Z ROW 30' 31Y BUILDING FACE 17' SIDEWALK 12.5' THRU LANE 125' THRU LANE 17' SIDEWALK F�. 0.5' FL ELEV FL ELEV 0.5' 4 10 VARIES 0_�4.5% 10 4 1L_5% 1.57E VARIE�O%-4.0% 5 5 77 5 5 7 WILLIAMS AVE S- TYPICAL SECTION G LOOKING NORTH NTS WELLS AVE S CONSTRUCTION CL 30' 17' SIDEWALK 12.5' THRU LANE 125' THRU LANE 0.5' FL ELEV FL ELEV� 1. 7 4 10 VARI �,1_5%-4.5% VARIES1.0%-4.0% 10 i• :�- 7 WELLS AVE S - TYPICAL SECTION H LOOKING NORTH NTS SURVEYED: KPG ;�,. S� W]p, CX"'A ••+ DRAWN BY: JRW - DESIGN BY: BRAA Interdisci313fEMA4plin Designn a p� CHECKBY: OBP 5*4A imm4WAOU PROJ MGR: JF SearY.WA96121 �awk)*V'um 1dg0 REVISION DESCRIPTION BY APP. DATE �y FILE: 16125TlPSECA., [ 30, 17' SIDEWALK 0.5' BID DOCUMENT ROW /— BUILDING FACE TYPICAL SECTION GENERAL NOTES I. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICA11ONS. 2. ADDITIONAL FILL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW, UNLESS NOTED OTHERWISE IN THE PLANS. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. ACCESS TO ADJACENT PROPERTIES MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. 4. TYPICALLY, THE EXISTING ROADWAY PAVEMENT SECTION IS APPROXIMATELY Y-9" HMA OVER 3"-9" CONCRETE PANELS. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION. CONCRETE PANELS SHALL BE REMOVED AS REQUIRED FOR INSTALLATION OF THE NEW PAVEMENT SECTION. 5. ALL CEMENT CONC. USED IN PROJECT SHALL BF MATERIAL CODE DESCRIPTION 4 4" CEMENT CONC SIDEWALK OR 10" CEMENT CONC DRIVEWAY ENTRANCE 5 4" CRUSHED SURFACING BASE COURSE 7 COMPACTED SUBGRADE 8 10" CEMENT CONC PAVEMENT 9 5" CRUSHED SURFACING BASE COURSE 10 CEMENT CONC VALLEY CURB PER DETAIL, THIS SHEET 5� FLOW LINE SLOPPVARIES LJ 1.5' THICKENED EDGE SIDEWALK CEMENT CONC PAVEMENT RAISED INTERSECTION TYPICAL SECTION NTS TOG ELEV o FLOW LINE 1/2-R, TYP 18" CEMENT CONC VALLEY CURB NTS CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 7 CONVERSION PROJECT PROJECT NO 16125 Public Works Department HIP1L•STP 991 FED AID NO AP v/;v ',coNsmucvom % / TYPICAL CEMENT CONCRETE ROADWAY SECTIONS DATE: DEC 2019 _../f /! J/. SHEET NO 7 OF 119 CONCRETE HMA ROADWAY AREAS PAVEMENT AREAS 1' MIN FOR I TRENCH CROSSINGS CEMENT CONC PAVEMENT OR SAWCUT AS SECTION PER TYPICAL SAWCUT EXISTING PAVEMENT, SECTIONS & DETAILS INDICATED ON APPLY TACK COAT TO SIDES PLANS • EXISTING ASPHALT PAVEMENT, TYP G CEMENT CONC HMA ROADWAY EXISTING f {, SECTION PER TYPICAL PAVEMENT (WHERE PRESENT) SECTION & DETAILS '{ BANK RUN GRAVEL b FOR TRENCH BACKFILL g oo. Via• c �i _1-GRAVEL BACKFILL FOR PIPE FOR DI WATER ZONE BEDDING, COMPACTED PIPE, USE TO 95% MAX DENSITY OR COMPACTED/ POLYWRAP CONTROLLED DENSITY FILL SUBGRADE AS INDICATED ON THE PLANS NOTES 1. FINISHED GRADE SURFACES FOR NON -ROADWAY AREAS NOT SHOWN. PROVIDE CURBS, SIDEWALKS, DRIVEWAY AND PARKING AREA PAVEMENT, AND UNPAVED SURFACE RESTORATION AS SHOWN ON THE PLANS. 2. THE MAXIMUM PAY LIMITS FOR TRENCH WIDTHS SHALL BE IN ACCORDANCE WITH WSDOT STD SPECIFICATION 2-09. 3. TEMPORARY PAVEMENT MAY BE USED FOR PATCHING IN AREAS WHERE ADDITIONAL ROADWAY OR TRENCH EXCAVATION IS ANTICIPATED, OR WHERE DRIVEWAY AND PEDESTRIAN ACCESS MUST BE MAINTAINED. 4. SEE CITY OF RENTON STANDARD PLAN 220.00 FOR PIPE COMPACTION DESIGN AND BACKFILI TYPICAL UTILITY TRENCH SECTION NTS HMA OVERLAY TO BE I` FLUSH WITH PAVEMENT. SEAL JOINT WITH AR* '--GRIND EXISTING a ROADWAY TO o FORM BUTT JOINT BUTT JOINT DETAIL NTS 10" CEMENT CONC PAVEMENT TRAFFIC "10'-15' T�ANSMON'aG-RI (SEL CURB & GUTTER 5H EELS HAND FORM) SURFACE TRANSITION VALLEY " r CURB BEGIN RAMP WITH 6" CURB r EXPOSURE END RAMP WITH 0.5" CURB EXPOSURE VALLEY CURB TRANSITION DETAIL NTS 2" HMA OVERLAY 10' 5" CSBC SECTION A -A NTS CWDIT CONIC VALLEY CURB BEGINS WITH 0" EXPOSURE VAS Cl/Ipg �AI� � '�srTlgy CONCRETE ROADWAY a HMA OVERLAY _ h to C. Aa�Ay �Mlp EASiING �- ROADWAY 5" HMA 1.5' 3^ 5" CSBC 12' 4" CEMENT CONIC VALLEY CURB ENDS WITH 6" EXPOSURE ENDS. MATCH EXISTING OR PROPOSED CURB & GUTTER C SPECIFICATIONS 6" RISER 19' 12" RISER REINFORCING - ASTM A-625 - ALL COMPONENTS - #3 GRADE 60 REINFORCING 6-INCH RISER, 300 LEIS 12-INCH RISER, 600 LEIS PRECAST BASE - BASE UNIT HAS FOUR-WAY KNOCKOUTS - 1100 LEIS - 1-1/2 INCH HOLE ON EACH SIDE FOR HANDLING CONFORMITY STANDARDS WASHINGTON STATE APWA/WSDOT STANDARD SPECIFICATIONS MODIFIED SHALLOW CONCRETE INLET NTS NTS ROADWAY RAMP DETAIL TRAFFIC CONTROL GENERAL NOTES (APPLIES TO SHEETS 11-19) 1. CONSTRUCTION PHASING IS INTENDED TO DEMONSTRATE A POSSIBLE GENERAL COURSE OF ACTION. THE CONTRACTOR SHOULD REVIEW AND, IF DESIRED, DEVELOP ALTERNATIVES SUITABLE TO THEIR OPERATIONS. ALTERNATIVE PHASING, IF DEVELOPED BY THE CONTRACTOR, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL ACCEPTANCE OF ALTERNATIVE PHASING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. 2. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THESE DRAWINGS. FOR ADDITIONAL INFORMATION SEE APPLICABLE CONTRACT DRAWINGS. THESE PLANS DEPICT GENERAL PHASING ONLY. 3. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT. FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE SPECIFICATIONS ARE NECESSARY FOR ITEMS INCLUDING, BUT NOT LIMITED TO, STORM DRAINS, UTILITY TRENCHING AND OTHER ITEMS AFFECTING TRAFFIC OR AGENCY COORDINATION. 4. ALL CHANNELIZATION SHOWN IS SCHEMATIC ONLY. DETAILED TRAFFIC CONTROL PLANS CONFORMING TO THE MUTCD AND WSDOT STANDARD PLANS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER AT LEAST FOURTEEN (14) DAYS PRIOR TO THE START OF ANY CONSTRUCTION PHASE. 5. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE SYSTEM OR CONSTRUCT TEMPORARY SYSTEM UNTIL FINAL DRAINAGE SYSTEMS ARE OPERATIONAL 6. "BUSINESS OPEN DURING CONSTRUCTION' SIGNS SHALL BE PLACED AT BUSINESS ACCESSES PER DETAIL, SHEET 10. THE SIGNS SHALL BE USED DURING ALL CONSTRUCTION PHASES. CONTRACTOR TO MAINTAIN ACCESS TO ALL BUSINESSES DURING BUSINESS HOURS. COORDINATE DRIVEWAY ENTRANCE REVISIONS WITH PROPERTY OWNERS. 7. TRAFFIC SAFETY DRUMS SHALL BE SPACED AS INDICATED. FLASHERS SHALL BE MOUNTED ON ALTERNATING DRUMS. USE YELLOW TRAFFIC SAFETY DRUMS TO DELINEATE DRIVEWAYS. B. LANE CLOSURES SHALL BE AS SPECIFIED HEREIN AND IN SECTION 1-07.23(1), CONSTRUCTION UNDER TRAFFIC, IN THE SPECIAL PROVISIONS. 9. ENCROACHMENT ON TRAVELED LANES IS NOT ALLOWED. 10. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT. 11. STEADY BURNING WARNING LIGHTS (TYPE C MUTCD) SHALL BE USED TO MARK CHANNELIZATION DEVICES AT NIGHT. 12. CHANNELJZATION DEVICES ARE TO BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 13. ABRUPT PAVEMENT EDGES OF 0.10 FT OR GREATER TRANSVERSE TO THE ROADWAY SHALL BE WEDGED ACCORDING TO THE REQUIREMENTS OF SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 14. PROTECT AND/OR ADJUST VALVE BOXES, MANHOLE LIDS, VAULT LIDS & CB LIDS WHEN EXPOSED PRIOR TO FINAL GRADING AND PAVING. 15. ALL CONSTRUCTION SIGNING, STRIPING AND CHANNELIZATION DEVICES SHALL BE PER MUTCD AND WSDOT STANDARD PLANS. CONFLICTING SIGNS AND CHANNELIZATION SHALL BE COVERED OR REMOVED. 16. "MOTORCYCLES USE EXTREME CAUTION" SIGNS (W21-1701P) SHALL BE INSTALLED WHEN THE FOLLOWING ROADWAY CONDITIONS EXIST: • GROOVED PAVEMENT • ABRUPT PAVEMENT EDGE (0.10 FT OR GREATER) • STEEL PLATES • LOOSE GRAVEL OR EARTH SPECIFIC SIGNS FOR EACH OF THE CONDITIONS NOTED SHALL BE INSTALLED ALONG WITH THE W21-1701P SIGNS. 17. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) WILL BE REQUIRED PRIOR AND THROUGHOUT THE DURATION OF THIS PROJECT. PCMS TO INCLUDE ALERT "EXPECT DELAYS S 2ND/S 3RD ST' AT: • EASTBOUND ON S GRADY WAY/TALBOT RD S OR NORTHBOUND S GRADY WAY/BENSON RD S/MAIN AVE S • SOUTHBOUND BRONSON/N 1ST ST • EASTBOUND ON S 3RD ST/RAINIER AVE S 18. CONTRACTOR SHALL PROVIDE INTERSECTION PEDESTRIAN TRAFFIC CONTROL PER WSDOT STANDARD PLAN TC16, OR BY OTHER METHODS PROPOSED BY THE CONTRACTOR AND APPROVED BY THE CITY. ' pq l�f�5kn.11 14} ti PHASE A GENERAL NOTES UTILITIES THE FOLLOWING WORK IS ANTICIPATED FOR PHASE A. SEE SHEET 11. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. 3. COMPLETE INSTALLATION OF UNDERGROUND FACILITIES, INCLUDING STORM, WATER, AND DRAIN SEWER SYSTEMS. PHASE B1 GENERAL NOTES IS 2ND STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE 81. SEE SHEET 12. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. 3. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 4. CONVERT THE INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S, S 2ND ST/WELLS AVE S, S 3RD ST/WILLIAMS AVE S. S 3RD ST/WELLS AVE S TO ALL -WAY STOP CONTROLLED. ALL FOUR INTERSECTIONS SHALL BE MAINTAINED AS ALL -WAY STOP CONTROLLED UNTIL ALL THE NEW SIGNAL SYSTEMS ARE READY TO BE ACTIVATED. 5. COMPLETE INSTALLATION OF SIGNAL & ILLUMINATION SYSTEMS. REMOVE ABANDONED UTILITIES ALONG S 2ND STREET AND INTERSECTING STREETS. 6. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CURB, GUTTER & SIDEWALKS AT THE INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S AND S 2ND ST/WELLS AVE S. 7. THE CONTRACTOR MAY INSTALL IRRIGATION, LANDSCAPING, AND SIGNING AT THIS TIME. PHASE B2 GENERAL NOTES S 2ND STREET THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B2. SEE SHEET 14. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. IMPLEMENT DETOUR PLAN FOR SOUTH HALF ROADWAY CONSTRUCTION. T1E 3. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10 4. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE SOUTH HALF INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S AND S 2ND ST/WELLS AVE S. PHASE B3 GENERAL NOTES (S 2ND STREET THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B3. SEE SHEET 16. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. IMPLEMENT DETOUR PLAN FOR NORTH HALF ROADWAY CONSTRUCTION. THE N HALF OF S 2ND ST AT THE INTERSECTIONS WILLIAMS AVE S AND WFi IS, AVF S MAY AF CI OSFD FOR A MAXIMUM TOTAL OF 7 CONSECUTIVE DAYS, 3. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10 4. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE NORTH HALF INTERSECTIONS OF S 2ND ST/WILLIAMS AVE S AND S 2ND ST/WELLS AVE S. PHASE B4 GENERAL NOTES (S 3RD STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE 84. SEE SHEET 17. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. 3. INSTALL TEMPORARY EROSION CONTROL MEASURES, COMPLETE CLEARING AND GRUBBING, BEGIN DEMOLITION, CUT AND CAP EXISTING IRRIGATION SYSTEMS. 4. COMPLETE INSTALLATION OF SIGNAL & ILLUMINATION SYSTEMS. REMOVE ABANDONED UTILITIES ALONG S 3ND STREET AND INTERSECTING STREETS. 5. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CURB, GUTTER & SIDEWALKS AT THE INTERSECTIONS OF S 3RD ST/WILLIAMS AVE S AND S 3RD ST/WELLS AVE S. 6. THE CONTRACTOR MAY INSTALL IRRIGATION, LANDSCAPING, AND SIGNING AT THIS TIME. PHASE B5 GENERAL NOTES (S 3RD STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B5. SEE SHEET 18. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. 2. IMPLEMENT DETOUR PLAN FOR S 3RD ST/WILLIAMS AVE S ROADWAY CONSTRUCTION. THE INTER5ECTION MAY BE CLOSED FOR A MAXIIAUM_OF_7 CONSECUTIVE DAYS. 3. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. 4. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE INTERSECTION OF S 3RD ST/WILLIAMS AVE S. PHASE B6 GENERAL NOTES (S 3RD STREET) THE FOLLOWING WORK IS ANTICIPATED FOR PHASE B6. SEE SHEET 19. 1. INSTALL GENERAL CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES. IMPLEMENT DETOUR PLAN FOR S 2ND ST/WELLS AVE S ROADWAY CONSTRUCTION. THE INTERSECTION MAY BE CLOSED FOR A MAXIMUM OF 7 CONSECUTIVE DAYS. 2. INSTALL BUSINESS OPEN AND BUSINESS ACCESS SIGNS. SEE DETAILS, SHEET 10. 3. PROVIDE ROADWAY EXCAVATION, GRADING, AND INSTALLATION OF CEMENT CONCRETE PAVEMENT ROADWAY AT THE INTERSECTION OF S 2ND ST/WELLS AVE S. PHASE C GENERAL NOTES THE FOLLOWING WORK IS ANTICIPATED FOR PHASE C. CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN FOR THIS PHASE FOR REVIEW AND APPROVAL BY CITY. 1. INSTALL STREET FURNITURE AND COMPLETE URBAN DESIGN TREATMENTS. 2. INSTALL PRELEVEL (IF REQUIRED) AND FINAL LIFT HMA OVERLAY AND PERMANENT STRIPING FOR THE PROJECT. 3. ADJUST ALL SURFACE UTILITIES TO GRADE. 4. COMPLETE IRRIGATION AND LANDSCAPING. 5. COMPLETE THE FINAL SIGNAL CONFIGURATIONS AT THE INTERSECTIONS OF: • S GRADY WAY & WILLIAMS AVE S • S 2ND ST & WILLIAMS AVE S • S 2ND ST & WELLS AVE S • S 3RD ST & WILLIAMS AVE S S 3RD ST & WELLS AVE S 6. COMPLETE ALL CHANNELIZATION AND PERMANENT SIGNING. 7. CONVERT TO 2-WAY TRAFFIC OPERATIONS AT WIWAMS AVE S & WELLS AVE S, FROM S GRADY WAY TO N 1ST STREET. 8. ONCE INTERSECTIONS ARE CHANGED TO TWO-WAY OPERATION, "TRAFFIC REVISION AHEAD" SIGNS SHALL BE INSTALLED BY THE CONTRACTOR AND WILLIAMS AVE S & WELLS AVE S CAN NOT GO BACK TO ONE-WAY OPERATION. MINIMUM LANE CLOSURE TAPER LENTH = L (feet) LANE WIDTH (feet) Posted Speed (mph) 25 30 35 40 10 105 150 205 270 11 115 165 225 295 12 1 125 180 245 320 SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' t RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 200' f (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' f (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35 / 45 30 60 25 / 30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 LENGTH (feet) 155 200 250 305 360 BUSINESS NAME BUSINESS NAME BUSINESS NAME BUSINESS NAME t NESE L❑. R_Sygps BUSINESS NAME Downtown Renton STORES OPEN N OPEN DURING This Block wE�00ME CONSTRUCTION YOUR 50% J I _ 4.5' DOWNTOWN SIGN NOTES: BUSINESS ACCESS SIGN NOTES: 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL FOUR (4) DOWNTOWN SIGNS ON INDIVIDUAL SIGN 1. BUSINESS OPEN DURING CONSTRUCTION SIGNS SHALL BE CUSTOM MADE TO LIST EACH BUSINESS THAT IS ACCESSED BY POSTS. LOCATIONS SHALL BE DETERMINED BY THE THE DRIVEWAY WHERE THE SIGN IS PLACED. THE SIGN HEIGHT ENGINEER. SHALL VARY (2.5' 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. DOWNTOWN SIGN DETAIL BUSINESS ACCESS SIGN DETAIL NITS NITS TRAFFIC CONTROL LEGEND L WORK ZONE NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 -a- TEMPORARY SIGN n SAFETY DRUM 444 SEQUENTIAL ARROW SIGN /0 FLAGGING STATION P—CM S PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAVEL DETOUR ROUTE ® TEMPORARY JERSEY BARRIER 26 BURNETT AVE S F ` WILLIAMS AVE S 7 28 29 f 4- -- u u - - - nln s ' 0 'V 1�cp 1 WELLS AVE S ❑ _ 83 84 , 86 PLAN 0 30 60 120 180 SCALE IN FEET N G M y 'L N IF O M ❑• o rs ❑ ❑- -❑ F-- .III ' Iq q q ql✓ GENERAL NOTES f. ❑ ❑ ❑ ❑ ❑ 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES h CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. �= T 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN 3 ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. ❑ ❑ ❑ ❑ ❑. •❑ ❑ _ 3• MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. EF 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. ' 1 2 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES - 31 32 33 34 35 u - Cl G co cl z N H 11 89 90 — n — 91 " 92 "— ' u - u- Lj- UTILITIES CONSTRUCTION 1f G " 37 38 u - - F H br 94 — 95 E SAFETY DRUM ❑2 WHITE EDGE USE PAINT F3 STOP LINE ❑4 TRAFFIC ARROW ❑8 SEQUENTIAL ARROW SIGN TRAFFIC CONTROL LEGEND WORK ZONE SAFETY DRUM 44 SEQUENTIAL ARROW SIGN DIRECTION OF TRAVEL ROW S 3RD ST � ROW 20' 2;STRUCTION 110N THRU LANE -----�r -- -- I I�------tr 2• TYPICAL SECTION F-F S 3RD ST WESTBOUND ROW S 2ND ST q ROW CONSTRUCTION ZON� 2' fTH 10' RU LANE TYPICAL SECTION G-G S 2ND ST WESTBOUND ROW S 2ND ST q 2 2 ROW CONSTRUCTION ZONE 11 I THRU LANE F---` -- — — — — — —� JF�2' --I TYPICAL SECTION H-H S 2ND ST WESTBOUND GENERAL NOTES uA WI LAMS AVE 00 35� : tip: �: 36� � �` .� • 3 o 0 N i T � 3 �u u 92 Iw } ^ CV 3 STEP Efld } � 6 +j 4 0 S 2ND ST - WEST SIDE CONSTRUCTION tiq �R'n etas ,"�.•�•} 'U NUMBER REVISION DESCRIPTION BY APP DATE F 35 - 36 u u\\' . PLAN 0 15 30 60 90 SCALE IN FEET WELLS AVE S nL' � � 92 I � ' N I S 2ND ST - EAST SIDE CONSTRUCTION 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3. MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFUCTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFUC11NG PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES 11 SAFETY DRUM ❑2 WHITE EDGE USE PAINT C STOP LINE �4 TRAFFIC ARROW �B SEQUENTIAL ARROW SIGN TRAFFIC CONTROL LEGEND WORK ZONE i TEMPORARY SIGN ❑ SAFETY DRUM 444 SEQUENTIAL ARROW SIGN DIRECTION OF TRAVEL ROW S 2ND ST ROW CONSTRUCTION ZONE Z 11' 2' CONSTRUCTION THRU LANE ZONE 1 TYPICAL SECTION A -A S 2ND ST WESTBOUND 26 ❑• •❑ ❑ ❑ ❑ ❑ L ❑ ❑• •❑ ❑ ❑ BURNETT AVE S17 _ - - - - _ — �' ..ram � — , •�:.i� � i N1 _ y I p o- A❑ o n• -❑ p a a a p- -p a � Df cn o W rn � N w U - - I e 0 Of rn rn N ana_�o 'F ON3 NILLIAMS AVE S i32 33 34- F_s 7 ° 1 N I: - B � WELLS AVE S 4 - �,- L3 $3 84 86 �— 87 88 89 90 =-J I r GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. — 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3. MINIMUM LANE WIDTH SHALL BE 9.5', 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. CONSTRUCTION NOTES N 04 O B WELLS AVE S 95 � — afi o END I D I DETOUR 00 Cep � �.. o 0 1 . ��orn T � uo SEE DETAIL, SHEET 14 Id11013i1 C MAIN AVE S f u I — PLAN d. 0 30 so 120 1e0 DETOUR PLAN FOR S 2ND ST SOUTH HALF CONSTRUCTION SCALE IN FEET q ❑1 SAFETY DRUM �2 WHITE EDGE USE PAINT STOP LINE ® TRAFFIC ARROW TEMPORARY JERSEY BARRIER TEMPORARY SINGLE -SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 ❑7 PORTABLE CHANGABLE MESSAGE SIGN TRAFFIC CONTROL LEGEND WORK ZONE ® NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 i TEMPORARY SIGN ❑ SAFETY DRUM 444 SEQUENTIAL ARROW SIGN FLAGGING STATION PCMS PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAVEL DETOUR ROUTE ® TEMPORARY JERSEY BARRIER ROW S 2ND ST i ROW CONSTRUCITION 2 2' I 20NEI T RU LANE I TYPICAL SECTION B-B S 2ND ST WESTBOUND PLAN 0 15 30 60 90 SCALE IN FEET S 2ND ST SOUTH HALF CONSTRUCTION GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3• MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES �1 SAFETY DRUM 0 WHITE EDGE USE PAINT ❑3 STOP LINE f4 TRAFFIC ARROW TEMPORARY JERSEY BARRIER ©TEMPORARY SINGLE -SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 ❑7 PORTABLE CHANGABLE MESSAGE SIGN E8 SEQUENTIAL ARROW SIGN 0 TYPE 3 BARRICADE TRAFFIC CONTROL LEGEND WORK ZONE ® NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 SAFETY DRUM 444 SEQUENTIAL ARROW SIGN DIRECTION OF TRAVEL ® TEMPORARY JERSEY BARRIER ROW S 2ND ST ROW CONSTRUGAON p" 2 ZONES 9.5' THRU LANE TYPICAL SECTION B-B S 2ND ST WESTBOUND GENERAL NOTES 0 r BURNETT AVE S " : I • o �'� I II: o• o 0 0 0• •o If ' [--- -- - IIfILLIAMS AVE S BURNETT AVE S V U�H m A s� I = o o iC r Z 1 N I C� C WELLS AVE S 4 --- 0 C - xa ch c� vlot G MAIN AVE S °_ D ROW S 2ND ST (i RC 9.5 CONSTRUCTION THRU LAN ZONE TYPICAL SECTION C-C S 2ND ST WESTBOUND WILLIAMS AVE S WELLS AVE S 5EE DETAIL, SHEET 16 7 �5 fri c spy MILL AVE S� may/ ' S.}L11LL511 ' - � 15111l•. .',,- . _ .. — � �1 k. PLAN \ % PARK AVE N 0 50 100 200 300�\7 SCALE IN FEET ��o M �- DETOUR PLAN FOR S 2ND ST NORTH HALF CONSTRUCTION 1. SEE SHEET 9-10 FOR TRAFFlC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3. MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30° SOLAR POWERED FLASHING LED. Cl Oo f J / f� / PELLY AVE N WtLLI AVC N CONSTRUCTION NOTES SAFETY DRUM �2 WHITE EDGE USE PAINT �3 STOP LINE �7 PORTABLE CHANGABLE MESSAGE SIGN TRAFFIC CONTROL LEGEND WORK ZONE NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.26 TEMPORARY SIGN SAFETY DRUM <<< SEQUENTIAL ARROW SIGN FLAGGING STAICIN PCM_$ PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAVEL — * — DETOUR ROUTE ® TEMPORARY JERSEY BARRIER ROW S 2ND ST 9.5' THRU LAN77 2• u I TYPICAL SECTION C-C S 2ND ST WESTBOUND S 2ND ST NORTH HALF CONSTRUCTION GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3. MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES ❑1 SAFETY DRUM �2 WHITE EDGE USE PAINT E3 STOP LINE ® TRAFFIC ARROW F TEMPORARY JERSEY BARRIER ITEMPORARY SINGLE -SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 D7 PORTABLE CHANGABLE MESSAGE SIGN © SEQUENTIAL ARROW SIGN ❑9 TYPE 3 BARRICADE TRAFFIC CONTROL LEGEND J WORK ZONE ® NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 __mL TEMPORARY SIGN SAFETY DRUM 444 SEQUENTIAL ARROW SIGN FLAGGING STATION PCMS PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAVEL DETOUR ROUTE TEMPORARY JERSEY BARRIER N D n all 30 I L� D d Q U CI] WILLIAMS AVE S PLAN o f S 3RD ST - NORTH SIDE CONSTRUCTION o 15 30 so so SCALE IN FEET l B P 1q SURVEYED: KPG I"} DRAWN BY: CS q DESIGN BY: OBP q� CHECK BY: JF '•'• ' ' Y ,y'� PROJ MGR: JF NUMBERI REVISION DESCRIPTION BLI APP. DATE FILE: 16125TCP04 dwg GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3• MINIMUM LANE WIDTH SHALL BE 9.5. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES ❑1 SAFETY DRUM �2 WHITE EDGE USE PAINT ❑3 STOP LINE ® TRAFFIC ARROW © SEQUENTIAL ARROW SIGN TRAFFIC CONTROL LEGEND WORK ZONE 1 TEMPORARY SIGN SAFETY DRUM Q:14 SEQUENTIAL ARROW SIGN FLAGGING STATION DIRECTION OF TRAVEL ROW S 3RD ST q ROW CONSTRUCTION ZONE 2' 13' THRU LANE - - - __---- iJ - -----------�f-------..__� TYPICAL SECTION D-D S 3RD ST EASTBOUND ROW S 3RD ST q ROW I 13' 2' CONSTRUCTION ZONE THRU LANE 4 TYPICAL SECTION E-E S 3RD ST EASTBOUND S 3RD ST - SOUTH SIDE CONSTRUCTION 7 OV3HV AHOM 7 OVON C: 0133dai mH1 o Ol J 0 03S010 OVOb d ols - 1 {}. .❑ ❑ ❑ ❑ ❑ ❑ BURNETT AVE S SS300V 1tl001 / 0 som Otl0t1 I y WILLIAMS AVE S L,..90 38' � 1 � M r. I �1n013O �I I WELLS AVE S $1 2 83 84, 86 C!] 0 N c M y DETOUR 9 w o LL a uLU ¢ ❑7 C-) 0 L0 n 32 — 33 4 35 '' 36 37. 38 q Li 37' rY' w 9 �8u �� � 0 z[, - T ROAO CLOSED N LOCAL ACCESS IJ ONLY 89 0 90 9..1 92 93 ,,, 94 95 DETOUR PLAN FOR S 3RD ST & WILLIAMS AVE CLOSURE B Yh k. O q • s ryd v PLAN 0 30 60 120 180 SCALE IN FEET 1-4 � I N � PCMS GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. 3. MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFUCTING PAVEMENT MARKINGS SHALL BE REMOVED. 6. TEMPORARY STOP SIGNS SHALL BE 30' SOLAR POWERED FLASHING LED. CONSTRUCTION NOTES �1 SAFETY DRUM ❑2 WHITE EDGE USE PAINT �3 STOP LINE ® TRAFFIC ARROW LE TEMPORARY JERSEY BARRIER FTEMPORARY SINGLE -SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 El PORTABLE CHANGABLE MESSAGE SIGN �8 SEQUENTIAL ARROW SIGN E9 TYPE 3 BARRICADE TRAFFIC CONTROL LEGEND WORK ZONE ® NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 i TEMPORARY SIGN ❑ SAFETY DRUM 444 SEQUENTIAL ARROW SIGN FLAGGING STATION PCMS PORTABLE CHANGEABLE MESSAGE SIGN _ DIRECTION OF TRAVEL - * - DETOUR ROUTE ■ - n. 1 1 WELLS AVE S oil- 84 _ 86 r m E I o� 24 25 26 i IN O ^� n 4 5 P m N 81 r 182 $3 sMd 7- NaOM avow owsm mHl OI a3solo adoa WILLIAMS AVE S 28 29 • ----tom D I _ [SS300VOOI Voa N c cn M U) f ❑ ❑ ❑ ❑ ❑ Cl •u ❑ ❑ ❑ ❑ ❑• •❑ ❑ - — GENERAL NOTES 1. SEE SHEET 9-10 FOR TRAFFIC CONTROL GENERAL NOTES & CUSTOM r PROJECT SIGN DETAILS. CUSTOM SIGNS TO BE PROVIDED AND m I i INSTALLED BY THE CONTRACTOR. m 2. MAINTAIN BUSINESS ACCESS DURING BUSINESS HOURS. MAINTAIN ACCESS TO PRIVATE RESIDENCES AT ALL TIMES. — 3• MINIMUM LANE WIDTH SHALL BE 9.5'. 4. CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 5. CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED. omr 1 6. TEMPORARY STOP SIGNS SHALL BE 30" SOLAR POWERED FLASHING LED. 32 33 � u 34 35 36 37 II p N NA grin 37' � I N I END i; DETOUR "I R _ J o J U * � o �o� \A aJ i 00 O v L)i -, v T m cn 9 �1 o I � Ln ROAD CLOSED � E N z3na13a LOCAL ACCESS ONLY MAIN AVE S I I DETOUR PLAN FOR S 3RD ST & WELLS AVE CLOSURE PLAN 0 30 60 120 180 SCALE IN FEET CONSTRUCTION NOTES 1❑ SAFETY DRUM �2 WHITE EDGE USE PAINT �3 STOP LINE ® TRAFFIC ARROW EE TEMPORARY JERSEY BARRIER TEMPORARY SINGLE -SLOPE CONCRETE BARRIER (PRECAST) TERMINAL PER WSDOT STANDARD PLAN C-75.30-01 ❑7 PORTABLE CHANGABLE MESSAGE SIGN ❑8 SEQUENTIAL ARROW SIGN �9 TYPE 3 BARRICADE TRAFFIC CONTROL LEGEND WORK ZONE Uul NO PARKING ZONE/U-TURN AREA ® TYPE 3 BARRICADE PER WSDOT STD PLAN K-80.20 TEMPORARY SIGN ❑ SAFETY DRUM 444 SEQUENTIAL ARROW SIGN FLAGGING STATION PCMS PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAVEL DETOUR ROUTE GENERAL NOTES avM„ J,pp RN 38 12 IE 54.4 hT- B" tm IE 34 3 S. 8" C41IG IE 33 B SW. 6' COLIC DTI2" IE 33 5 N, T2' CONC , M� I N ON INSTALL NLET CH Dw NEXT DOCATCHBASINS-/ uo ssa ELEV 38 30 ® TOP OF PVC sshul11 STA 197+10.3 gill " IF M R E, 12 CONIC b1.fi' LT ; , IE :t .� N-S METRO SEWER STA 197+03.5 STCR MO 06EP TO MEASURE TTE- A 197+15.6 5' CHLK 55.9' LT $ 6 LT a' wood ATOP wAIL, STA 196+37.6 n CONC PET WILL- 40.6' LT ff I S,E-W ® CL 12" CONC (TIP) 1Jz N 3 :• I-- ! pTi Ca M11H. 65'.I'x85 , .1: /~1 •• ; 1 I ($ 11711 10 4• CB o473 1 CTL MH, 5'. S' S - , \ I OWY R1Y 31-86 { IE 36 5 W, 6' CONIC IE 365 E, 6" CONC 2 AW 3R.46 IE 378 E. B" IRON STA 199+23.0 crL MH e'.IB'IT- `3 Tppg{� 29.3 LT TOT „ -T \ 1` :•1 -- --- H 1p',�3 R 1'3 SPIKE IDO �� COLIC RET WALL-•, -i C :* CR !+, i .:a,6 5 -� E J2.0 SEVCTa CL 12' CONC nra" os D�� I cl f -DOC' - I i -7u' 1 •--"S �IlY ST ITUCT-L�T"ar = 74i5r ur i{AS T]'JIY �. . ...., l 1 %llkl500 - �- -c e.. ___W -r ---_ --- - --- -� �----- �� f� STA 99+s13a- I _5 sr s. 5 4. T TA 196+427 _-J-- _� 1 STA 196+84.8 j- ------ _-------------------. - - - - -- qg= FIN i v OPI o� Nu 3&37 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. T7 14 d �gwAt A 7.vl s 17 LDCA OF ALL SPUJCEDAR f 6' CHLK DUCT RW 3656 DER PIPES APM,MATE ti 3 IE 34-0 E, 18" CONC STA 199+23.2 E 334 W. 10" CONG STA 198+56.6 I 30.0' RT 3' METAL HANDRAIL 22 RT DUCT �` FF-39 24 STA 198+73.0 \ 1 1 6 II 22.5 RT R61 3a n IE 357 E. fi' CONIC IE 35S w, 12" CONC -� ��fF-V-26 iiiI L _J Fiv 38 57 IE N/A_ E, CAN'T SEE PIPE PLANsmimmmillimil r� 0 10 20 40 60 SCALE IN FEET a NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. T7 14 d �gwAt A 7.vl s 17 LDCA OF ALL SPUJCEDAR f 6' CHLK DUCT RW 3656 DER PIPES APM,MATE ti 3 IE 34-0 E, 18" CONC STA 199+23.2 E 334 W. 10" CONG STA 198+56.6 I 30.0' RT 3' METAL HANDRAIL 22 RT DUCT �` FF-39 24 STA 198+73.0 \ 1 1 6 II 22.5 RT R61 3a n IE 357 E. fi' CONIC IE 35S w, 12" CONC -� ��fF-V-26 iiiI L _J Fiv 38 57 IE N/A_ E, CAN'T SEE PIPE PLANsmimmmillimil r� 0 10 20 40 60 SCALE IN FEET a OT�d� o Mz � E 36 C 4 6 li ff S35 o a R&I 39 �-a•• it L N.3 rR Him 41 $[i 1 C8 52W P 11 RIY 39 45 a 40 IE 37.9 E. B" IRON A 05= N 4 6 d I I �� I PJIt ! E 372 IE 3 [ e 1{ V 4E 35 S 8 N S MATCH LINE STA 35+25 SHEET 24 I. 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. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL 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. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED, 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. B. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 11. FOR WATER REMOVALS, SEE SHEETS 49-52. 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. 13. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 59-71. 14• FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. SITE PREPARATION NOTES SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING L J SURFACE REMOVAL LIMITS. REMOVE CONC. SIDEWALK AND/OR CONIC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE LJ REMOVAL LIMITS. Q4 REMOVE TREE. REMOVE SHRUB. 6 REMOVE AND SALVAGE TREE GRATE TO THE CITY, 10 PRESERVE AND PROTECT EXISTING WALL. 11 PRESERVE AND PROTECT STAIRS AND RAILING. 13 PRESERVE AND PROTECT EXISTING PLANT MATERIAL LEGEND EXISTING SURFACE REMOVAL LIMITS ® 2" DEPTH PLANING BITUMINOUS PAVEMENT ---�l-`-�--- FULL DEPTH SAWCUT L ■ ! INLET PROTECTION �� PRESERVE & PROTECT SPU WATER MAIN GENERAL NOTES 0 N w w in Lo 0 0 N N z J x U H MATCH LINE STA 92+25 SHEET 24 PLAN 0 10 20 40 60 SCALE IN FEET NOTE CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. INSTALL INLET PROTECTION ON NEXT DOWNSTREAM CATCH BASINS J <3� 40.43 � f '- STA 203+69.6 TV V V V 400 RT LEGEND 1. EXISTING SURFACE REMOVAL LIMITS 2" DEPTH PLANING BITUMINOUS PAVEMENT -----�— FULL DEPTH SAWCUT 2 ■ ! INLET PROTECTION �� PRESERVE & PROTECT SPU WATER MAIN I. 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. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL 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. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRJCT10N TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. B. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED NTH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 11. FOR WATER REMOVALS, SEE SHEETS 49-52, 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. 13. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 59-71. 14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SE CITY OF RENTON STANDARD PLAN 268.00. SITE PREPARATION NOTES D SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING �J SURFACE REMOVAL LIMITS. OREMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. ® REMOVE TREE. REMOVE SHRUB. Q6 REMOVE AND SALVAGE TREE GRATE TO THE CITY. OREMOVE AND RESET USPS MAILBOX. SEE ROADWAY PLAN FOR NEW LOCATION. r. SALVAGE TRASH RECEPTACLE TO THE CITY. 10 PRESERVE AND PROTECT EXISTING WALL 12 PROTECT PRIVATE BUSINESS SIGN, POST, FOUNDATION, AND ELECTRICAL CONNECTION. 13 PRESERVE AND PROTECT EXISTING PLANT MATERIAL 15 REMOVE WALL. GENERAL NOTES BENCH otLY1� BENCH MH 77849 BENCH I ; V J820 < 13 2 N-SW, METRO SEER1 CR TOO DEEP TO MEASURE , ca 778=s ons' IF 348 E, 12" PVC F ALL SPU/CEDAR " IPES APPROXIMATE SO I STA 296+94.9 - -STA 297+00.3 297 G .:� = 919 LT G STA 297+00.3 2X LT 3 P f IKE RACK) TRASHCAN 13061 STA 297+17.1 IM 3&N 18.0' RT N/A, UNABLE TO OPEN y W Q H W NZ I.L 7 NOTE CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. ff ]�,3.5, 12" METAL IF 34.2 N, 12" METAL iE 34.4 E, 4" METAL fE METAL dl:3a.0 342 S, 12METAL 'EE 354 E, 12 METAL IF 345 W, 12" PVC T IF 341 N. 12" METAL r CB 77990 "356 37 t RIO 3Z17 JE r36wi�'c 53 RIM 3H 44 IE 36 2 SW, 4 PVC IE 340 E. 6" CONC FILLED W/SEDIMENT, 5'i DEEP somm 13578 RM 3$ 6T IF 349 E 8" CONC IE 348 NW, 12" IRON o` g x � + � A �T`knn� r-ay '4 NUMBER REVISION DESCRIPTION BY APP DATE STA 297+52.8 17.7 LT ! 7 Po 3670 361 NW, 8" CONIC 36.1 SW, 8" UNKNOWN OIL/WATER SEPARATOR SHROUD OVER ENDS OF PIPES PREVENTED ACCURATE MEASUREMENTS 11�76 STA 298+48 Rnl 38 61 351 E, 6" CONC 20.4 T IF 35-0 W. 6" CONC 6" WATER & TWO COMM UNES RUN N-S THROUGH CENTER OF STCR -35't DOWN �u�irws�s..eurH rErem�►��rsr�a IF 389 N, 3" PVC STA MATCH LINE STA 31+50 SHEET 24 299+99.8 1 ! LT s EF=4121- - STA l►� = �viu�►iir�r�i�ie��ar��rs�r�Irmacv��.e~�istw�.t�w°�s.is�""� rf+�rrrrrs�r�r�vYrYrir�Gi?1��'�t1t�K.'►'+�J�/fi��7rrardrs��I9 �Js�m�..�/fir�f/f MAM r fAnAi/SSS t/ y��i��a� ;r3+b+�+s�chg, i. 11- it �19�sw+�r,i: /�i ii�JrJTi�t3►Jlf,!}..� srt'�/116©JC 6i li3ari.7�.lrle". ��s p 1=66 tiljAN1�: d . atr - GM ASSEMBLY P.LE r r ,.` o �f 1UC I . III ' o� STA 25+713,5B L' STA 01 PLAN N 0 10 20 40 60 SCALE IN FEET 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. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL 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. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED, 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. B. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTIING. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 11. FOR WATER REMOVALS, SEE SHEETS 49-52. 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. 13. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 59-71. 14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. SITE PREPARATION NOTES SURFACE REMOVAL LIMITS. REMOVE CONC. SIDEWALK AND/OR CONIC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. f�1 REMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE �J REMOVAL LIMITS. 5 REMOVE SHRUB. SALVAGE TRASH RECEPTACLE TO THE CITY, SALVAGE BIKE RACK TO THE CITY. 14 REMOVE METAL PLATE. LEGEND EXISTING SURFACE REMOVAL LIMITS 2" DEPTH PLANING BITUMINOUS PAVEMENT ---�--- FULL DEPTH SAWCUT L m { INLET PROTECTION -= r� - • ^ PRESERVE & PROTECT SPU WATER MAIN GENERAL NOTES I. 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. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN MATCH LINE STA 88+50 SHEET 24 THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 2-995 111 STA 88+35.20 Ca 44 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH IE 377 N ®CL 8" PVC FF.4296 I�EY4�23NW, 3" PVC BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS I IE 404 S. 6• CONC i4 7 AT THE TIME OF INSTALLATION. INSERTS MUST BE TRIMMED TO 4 6 Tau .I7 WITHIN 2 INCHES OF THE GRATE CONTRACTOR SHALL CLEAN 2 IE 3 v W, I2" CONC INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE i 3 9 E, 12" CONC ra d2.7 4 6 w ° E 37s NE. 8" CONC INSERTS WHEN THE PROJECT IS COMPLETED. mY 440a9}I RIY 42 15 IV e D EMPTY IE 3�9 SE, 8" CONC CONC 39.4 N, 3" PVC IE 41.4 N, 2" PLAS C _ 5 ou EILI D STCR 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT 6" CONC 39 W, 6" CONC 1E 4t.6 S, 2" PLASTIC 4' e 5 + MAP4" ;1 CONC 3 ; 4 4295 I BIKE RACK RN 2157 STA 304+80.0 CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT " CONC EMPTY- iZ71 Pp� yl d3 3' - BKE RA IE .3 N. 6" tout CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW Ral 4I. ,,f IE 1 E. 6" CONC 19.1 LT RIY 4r.aa al D,aVwxIE 41 3 N, 2" PLASTIC CB 4240 IE 39 9 NE, 5' CLAr STA 304+74.5 STA 304+81. PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE OF WATER IE 409 N, J" PlA$TLC IE;D7 5IE 41 2 S, 2" PLASTIC 4F2-2 4 FF=43341E 39.1 W, 8" CONC ENGINEER. WERS PIPES IE 4d fi N, 4" 4iEN11 51i nZ62 ° 4 IE 41.6 E, 3• PVC I.' ' n L8 4445 $TA 303+90,3 2{1.5 LT 9.8' LTIE 40s S, 3" PCA P171 43.SnWY 31 34 IE 406 SE, 6• CONIC , mu 42.34 FF=44.08 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE IE 1a.9 N. Y'SIE J7.2 E, 8" C9NC DUCT 5 IE 41.4 E, fi" 1*0 LT FF•;5 � ;S,aD rFa 1511IE 40S, 3• Pk.�SIE 37.2 W. ' c FF=aJ.z7 J 5 iE aI 3 w, s" ant TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. FF.4t. 3 i II �` r } FF.;3.32=4 7}. a 6 PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE 1 I l:.� s 4 a E 1,i °-r, sA�°�r�E RA 55Y o IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT �Ix'^ a9 rrrris 4 �" w� _ -LS p• ` 5 I a1.7 W, fi P Iri ��44 a ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND uj `�-y- �� OPERATIONAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE. V7 -!ram---' ,' 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL 4 9D ___ _r: `_�__ __ 4i. air. w 5 w - w w 3 f�7igx a yip w 1 a+F 305 LIMITS. o w -fir+^^ B. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION r•� n- . �' - F ' 8 77 JOINTS WITH NO SAWCUTTING. 1 _ I I _ 5 , I 9 3 I I 55 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS 8 3 G = _ 3Ed 8 OTHERWISE COORDINATED MATH THE ENGINEER AND PROPERTY OWNER. z SEE ALSO SPECIAL PROVISIONS 1-07.23(1). t; 5 BIFWA -. a I °p Fg41 � 4 °n -CONC TILE 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. Q FF=4269 �Ae µ •-a - - - [B 4414 ` YD 26193 r nLE • FF=aa66 11. FOR WATER REMOVALS, SEE SHEETS 49-52. 1 5 -4t90 FF=4207 FF=4232 Ip w, 6° a 2 -FF-41, to jB'4 R u 4ii2 51A 302+08.5 FF=4315 Fla-045 '_ +'' RAA 42}2 IE;1 .; i. 3" PVC FF•4$.7i FF=437J FF•439i RIM 4389' i3 7$ FF-44.40 roBRIC211RET WA FF-44-74 ,nR 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. E 11/A. NO PIPES VISOLE 1D .B,Sa CA HH 463 TA ni IE 4i 0 W. 6" CONC m 3310 35•,g,=� 5 STA 300+93.4 i3.9 LT 9ZSK1 IE 423 S. 2" PVC DUCT- s' FF.+43.J6 Y a E 427 N, 3" PVC IE 433 S. 4" CONC E 430 N. 3° PVC Pul 4i•rr 13. FOR SIGNAL &ILLUMINATION REMOVALS, SEE SHEETS 59-71. 2* 8.3' LT IE N. 3• PVC 422 t 2 i J u } RIM 1E 427 3" PVC S STA 304F80.1 4 4 4 IE N/A, BRICK STCR RU WATER 200 RT 14• FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE 4" CONC TCR FULL OF WATER SILT i%2 + WOOD pLTR 2 CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. IE 368 S ®CL B" PVC ` YI 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE 5 CITY OF RENTON STANDARD PLAN 268.00. T DIT STA 86+7129 1' SITE PREPARATION NOTES l PLAN N 0 10 20 40 60 SCALE IN FEET NOTE? CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. 1 SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING I SURFACE REMOVAL LIMITS. OREMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. F� REMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE LJ REMOVAL LIMITS. ® REMOVE TREE. 5 REMOVE SHRUB. T REMOVE AND SALVAGE TREE GRATE TO THE CITY. SALVAGE TRASH RECEPTACLE TO THE CITY. SALVAGE BIKE RACK TO THE CITY LEGEND EXISTING SURFACE REMOVAL LIMITS ® 2" DEPTH PLANING BITUMINOUS PAVEMENT -----�---- FULL DEPTH SAWCUT t ■ { INLET PROTECTION •� PRESERVE & PROTECT SPU WATER MAIN 2e6 1E ,7 3" PVC 6251 E EB' IRON - tl��/A.-. 91 TER`k F..:•IE 3838 FF^i1.09CrDUCT N ° _ o OWY - ° m O>K[ N i ° t b d I- Coll 11585 ^pii P w LLJ LLJ v=i STA WILLIAMSi4VE 5 ` `� :"' ri + II M _� . - a _ __. i V)�, �� v7 Z_ J _ a awr Dwv Q �.a1� I _ NO DHAL FFT4694 2 i � •FF=41 03 fFeil 09 C7., �"-� { Ff.41.25 ;WOOD B�ilETA1 G4TE FF.sr.64 3 �lu, 6l71 'i0 w 38 8 8" IRON 8�065 RiSI +✓} IE 40 3 W.PVC CB IN1�6 a0.2 E, PVC R 39-I i CCe1C IE 36t I Tat W.fi IE 39.7 W, 4" � 5aMH Ii I RIMIll W 6" 1RON E I - IE+•' 3877, 12 IRON N 7 1E564 V IE M 07E3 fl' 601 RIµ 40 67 W, 3" IRON RMI IE 37,6 E, B' IRON IE U 3716 N" 91 PP IE 3115 E 3" TRON IE 37.6 W. B" IRON IE 37.3 N, 12' M IE 380 N. 12" IRON IE 37 8 S. 12" IRON IRO IE 37 fi S, 12" IRON IE 37.6 N. 12" 1 Ij 1 PLAN Irv% 0 10 20 40 60 SCALE IN FEET Ij To i CTL� . PLiW�-Rfji CITY HALL 23 r 2" PVC FAIT 5138 I INN I 4 (j 5511EE1}iL} 4' &'NOL70 B43 i3 IE 7 2 %t 3" PVC a IE 366 5-t CL B" PVC 4' METAL k WOOa BARRIER IE 6' CW MiS.15 u 4298 }}�� A6i _- yp� ~-• 7 4' f '� 4 1 METAL HANDRAILS RAMP EMP�1' 2 ,. FF=43 O6 3 W, 3" PVC 3137 r J; .,r1.. - .� FF-a3.11 IE .3 E, 2" PVC i II ' 4 J I II O N - FF•43a� _ _ - b UWY Fd} d s D .3} �- ° g,Da n ,73 Ori _ N LiWr U FF 43.10 IIWr w _ 12 w = (= _ S. - 3 N 00 OO_ i• - - ~ - WELLS AVE S °' - w w U METAL �l0 FF=4322 A -_-_ _ --5 F- *R0.5�IC1W a - GATE r -i3 FF.4315 , FF=4247 FF=4223 z•+2 s3 Q F'<,IOUi-'C{IA THEATRE" FF-4315 1 D SE ►Pa43 OD 2 IF � ' II 1E .3 E R51 7 .O6 IE .i A9 CG:C� 579 RN: 4163 IE RIM 43.06 IE J9.7 W. B" CONC IE A 2 12" IR0lI WN06W OVERHANGS I IE : 02 W. 4 E 39 7 E, 12" IRON - BLDG, 2'f ABOVE I IE 39.4 N, 12" CONC 1>tt1 42 GROUND IN THIS AREA a 1 IE 390 E, B' IRON IE 3B7 S 12' CONC IE 409 ME +' P5C R01 4294 IE 3136 N, 12' CONC' IE 40 4 E. r ti - IE 39 7 S B" CONCI ' IE 40 4 8" IRON IE 39 2 SW, B" CONq IE 39 2 S, 12" CONC] IE 391 1I, 12' CONC PLAN NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. 0 10 20 40 60 SCALE IN, FEET 13 E, 1k I'�^• SURVEYED: KPG DRAWN BY: BRAA MPG • CITY OF RENTON a DESIGN BY: OBP Interdisciplinary Design BID Public Works Department �QI 31311Eo6nx ESiQJc!4escnAre Q '� CHECK BY: JF 50�Lf/J 2ppprW,WASF'g2 DOCUMENT ❑ OR CONSTRUCTION al PROJ MGR: JF StRfe.WA98121 t2SSj G7I-0iA B /J DATE: /�X �ti FILE: 16125SP.dw9 tpsla'r~i$ao F` VVVIrk NUMBER REVISION DESCRIPTION BY APP. DATE I GENERAL NOTES 1• THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS NTH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL 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. INSERTS MUST BE TRIMMED TO WITHIN 2 INCHES OF THE GRATE. CONTRACTOR SHALL CLEAN INSERTS THROUGHOUT THE PROJECT. CONTRACTOR SHALL REMOVE INSERTS WHEN THE PROJECT IS COMPLETED. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED NTH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. 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. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL OMITS. 8. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1), 10. FOR STORM DRAINAGE REMOVALS, SEE SHEETS 43-46. 11. FOR WATER REMOVALS, SEE SHEETS 49-52• 12. FOR SEWER REMOVALS, SEE SHEETS 57-58. 13. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 59-71. 14. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 101-117. 15. FOR EROSION AND SEDIMENT CONTROL STANDARD PLAN NOTES, SEE CITY OF RENTON STANDARD PLAN 268.00. SITE PREPARATION NOTES �l SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN EXISTING LJ SURFACE REMOVAL LIMITS. OREMOVE CONC. SIDEWALK AND/OR CONC. PAVEMENT, BRICK PAVERS, AND METAL PLATES WITHIN EXISTING SURFACE REMOVAL LIMITS. REMOVE CURB OR CURB & GUTTER WITHIN EXISTING SURFACE LJ REMOVAL LIMITS. REMOVE TREE. l�J REMOVE SHRUB. a REMOVE AND SALVAGE TREE GRATE TO THE CITY. LEGEND EXISTING SURFACE REMOVAL LIMITS 2' DEPTH PLANING BITUMINOUS PAVEMENT ---�----- FULL DEPTH SAWCUT 2 ■ f INLET PROTECTION �-�iii PRESERVE & PROTECT SPU WATER MAIN WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 24 CONVERSION PROJECT PROJECT NO 16125 HIPUL-STP 9917 FED AID NO 034) SITE PREPARATION AND TESC PLAN DATE: DEC 2019 TA 31 +50 TO STA 35+25 & STA 88+50 TO STA 95+25 SHEET NO, 24 OF 119 sTk 37+1 ID9-^ LEGEND GENERAL NOTES r - 2 3U 2 a10.Q' J 16 NEW ASPHALT PAVEMENT SECTION 1 106UOR PER DETAIL,ESH En ST ALL LT4ES 0 TO GRADE PER CDR STANDARD PLAN ASPHALT OVERLAY AREA 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND r 4 p ,'� CEMENT CONC SIDEWALK OR PAVEMENT INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL 1 Y SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW LINE AND SIDEWALK STA 36+99,33 I AYOIIT PI ANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, ' 7 ,�;�aeva„o.,°.. DETECTABLE WARNING SURFACE, (COLONIAL RED, 30.00` RT °O°O°°o FED-STD-595 20109, PR APPROVED EQUAL) SHEETS 36-39. I SEE SHEETS 30-35 FOR STATIONED LOCATION 3. ALL CEMENT CONIC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND GUTTER SHALL BE CLASS 4000. Ia 4 4. FOR REMOVAL LIMITS, CONSTRUCTION IJMITS, AND TEMPORARY k 4 EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATIC & TESC PLAN, SHEETS 20-24. 5. FOR STORM DRAINAGE PLAN & PROFILES, SEE SHEETS 43-48. I o l5 I Ia L HH 264 TA 6. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. 1 I 7. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. STA `2DD+29.96 ° 30.00' LT 7 8. FOR SIGNALIZATION, ILLUMINATION & ITS IMPROVEMENTS, SEE SHEETS V 12.5' 1 .5 T 1 J 59-79. c1L MH, ea�.r�l " I a a 9 2) 9. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. L I STA 200+45.93 2 7 6 flll 10. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 9 3 T 30.00' LT " d - 11. FOR CHANNEUZAT10N & SIGNING IMPROVEMENTS, SEE SHEETS DUCT -- CTL Mid, 4 00 6 5­. a° ""'~ C --" 101-117. 5 CD -:� C)15 d a 9 y L - --- 16 p y=F T it v , D F P Fa A ° a 4 Vwr d D a p P G -rr-- d - - w ,- 2 3 15a- ' ° 15 4 a T �, ^w � � LU _ ° A a d as d I W V3 T Q z �_.... 1 T _ e s °' e � I N 4 d b 2d 3 I ' LO O ... •G -= a d Q d �,I -DUCT 4 1.5 6 1 a Q a {,/ All I STA 201+15-67 + N d , V3 I STA 1139+23.06 q Q c �(]1 ! --------------------- N �3 w w w • W a S 2ND 5T o--•--------- -- i--------- � 4 Q d 3 -- Y d 6 x d f U W _ W w W W W - L H, LS W Q V) a Q SD SD r d - 5S SL3 SD a AQ n I a L> I CONSTRUCTION NOTES x a.. A ��o _ e o CONSTRUCT CEMENT CONC PAVEMENT RAISED INTERSECTION PER Z a \ q - �- " n O TYPICAL SECTIONS, SHEET 7 AND CONCRETE PANEL PLAN, SHEETS � � a e a� a `,. a o��',',, a 4 a d ,• �° I d a I q� 2 2 T 36-39. MATCH EXISTING. 44 a CONSTRUCT CEMENT CONC ROADWAY RAMP PER DETAIL, SHEET 8 FF=4092 d� AND CONCRETE PANEL PLAN, SHEETS 36-39. P i� \ �} CONSTRUCT PLANTER AREA PER URBAN DESIGN PLAN, SHEETS ° ° d _ v 80-83. <� - O CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE PER DETAILS, SHEETS Fn e FF=aI fie 41-42. ` 4 4 4 RECONSTRUCT HMA DRIVEWAY PER DETAIL, SHEET 42. � ! I f ° C1 MH,Sx8ti5' n CONSTRUCT CEMENT CONC EXTRUDED CURB TYPE 6 PER WSDOT o LLJ I titiJJ STANDARD PLAN F-10.42. 7 Q I REESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. 41D.O' ADJUST GAS VALVE TO GRADE. a 15 ADJUST FRANCHISE UTILJTY VAULT/MANHOLE TO GRADE. NEW TRAFFIC a tr I PLAN I O BEARING UD OR NON-SIJP LID TO BE PROVIDED BY OTHERS, AS NECESSARY. CONSTRUCT CEMENT CONIC SIDEWALK 5' MIN WIDTH TRANSITION COL 1 a 0 5 10 20 30 PANEL. COL a j� , SCALE IN FEET MATCH LINE STA 35+25 SHEET 29 Pn SURVEYED: u. WILLIAMS AVENUE S AND WELLS AVENUES DRAWING NO 2 3�r R3 KPCy DRAWN BY: CS KPG CITY OF RENTON Interdisciplinary Design R CONVERSION PROJECT PROJECT NO 16125 p DESIGN BY: BRAA BID D Public Works Deparlment HIPUL-STP 9917 C, 3f91l of ive 2 klhrsrAreFED AID NO O� CHECK BY: OBP DOCUMENT(034) _ 'L� 1a�'A91 k'11fpR CONSTRUCTION ROADWAY PLAN DATE: DEC 2019 PROJ MGR: JF $ue,WA021 i24]1wtmOAT-� 5� ��% 2ND ST & WILLIAMS AVE S SHEET NO 25 OF 119 NUMBER REVISION DESCRIPTION BY APP- DATE ti FILE: 16125RD01 dwg [[[ STA 93t91.18 GENERAL NOTES 2 20.0' m zo.o' 2 7 LEGEND STA 93+93.6 3D.00' RT 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN t5 1 10.0' 106 OR PER DETAIL, SHEET 40. NEW ASPHALT PAVEMENT SECTION 0.0' . r 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL ASPHALT OVERLAY AREA ® d SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW UNE AND SIDEWALK CEMENT CONIC SIDEWALK OR PAVEMENT 4 2 -0 LAYOUT PLANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, 5TA 93+71.41 _ I � SHEETS 36-39. a ti a o o c DETECTABLE WARNING SURFACE, (COLONIAL RED, t7 23.06' LT ° a 18 3. ALL CEMENT CONIC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND aege0e�o°o° FED-STD-595 20109, PR APPROVED EQUAL) 9 � m a GUTTER SHALL BE CLASS 4000. SEE SHEETS 30-35 FOR STATIONED LOCATION '- d 4. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY © USPS MAILBOX 7 STA 9g LT 58.24 15 4 EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION a a & TESC PLAN, SHEETS 20-24. STA 202+28.88 STA 202+52.74 2 7 39.50' LT 15.7 5 J a 5. FOR STORM DRAINAGE PLAN & PROFILES, SEE SHEETS 43-48. 2 7 39.69 LT STA 202#022 STA 202+52.26 .7 � „ ad a a � 6. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. 7 STA 202+28.88 7 3O.01' LT 47.16 LT d ; 6,- STA 93+46.01 7 30.00' LT Cn HH 264 Ia 30,00' RT 7. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. - C� STA 203+35.89 7 8. FOR SIGNAUZATION, ILLUMINATION & ITS IMPROVEMENTS, SEE SHEETS STA 202+2188. a " ad 30.00 LT STA 203+fii.81 59-79. 2 7 30.00' LT TD ` 6 9 34.30' LT 2 7 9. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. a 15 3STA �t 9 0LT 61 75 7 10. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 CD ' CD C) CD 11. FOR CHANNELIZATION & SIGNING IMPROVEMENTS, SEE SHEETS a e� `� '►y _ 101-117. R. " �_ " e co FO a -nd QO' -� oo° a T` a T ® - --.. 5 a 2 a a s d. w y -_ T T T N a a 4d ul ad a .1 s aLJ { FO a w5 - S S 5 a a A a n d -- -2L2- _ + - __-_ - _- - a �I Q-"r� s ��------w-- -w----- w - W -�--- N =_� g S 2ND ST 3 e i d a d 4 i `1%1 STA 204+40.43 a a sTA 2aa+6a 14. w l! Fz Z z a n 2 2 00' LT SID- I a DW3 d aF,no Q- P d d v a d a r a r W5 rx, A 4 4 'd DWY qrPl UCT `i {- - -- _ - £ I 1 P - STA zo3ti AT M `; TA CONSTRUCTION NOTES n a I a 3Q.50' I CONSTRUCT CEMENT CONC PAVEMENT RAISED INTERSECTION PER TYPICAL SECTIONS, SHEET 7 AND CONCRETE PANEL PLAN, SHEETS 36-39. L Cn HH iB L(D�N,CV STA 202+46.85 12.5', 12 5'264 TA A 202+17.24 7 15 q O2 MATCH EXISTING. RT 30.00' RT I STA 203+30.35 j - - ` d a I a 34.00 RT 7 I CONSTRUCT CEMENT CONC ROADWAY RAMP PER DETAIL, SHEET 8 AND CONCRETE PANEL PLAN, SHEETS STA 202+14.26 7 STA 202+46.85 ' a , A 7 2 STA 203+69.60 �'J 36-39. 2 7 34.04 RT, PC=3.0 37.19 RT, PT 5 0 DWY 4 JO•DO RT I CONSTRUCT PLANTER AREA PER URBAN DESIGN PLAN, SHEETS 80-83. STA 202+17.24 STA 202+49.85 a STA 92+85.28 7 7 34.19 RT, PC-3.0 R 2 7 37.04 RT, PT 15 0 a a ? 31.99' RT 5 4 a a CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE PER DETAILS, SHEETS 41-42. � �. STASTA 92 a 3 i11J 30.00 RT 7 RECONSTRUCT HMA DRIVEWAY PER DETAIL, SHEET 42. -- J O7 CONSTRUCT CEMENT CONIC EXTRUDED CURB TYPE 6 PER WSDOT STANDARD PLAN F-10.42. d`� LII � REESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. ADJUST GAS VALVE TO GRADE. EMPTY) 1G• ' SI o lr' sL0.0' r PLAN EMPTY 15 ADJUST FRANCHISE U11UTY VAULT/MANHOLE TO GRADE. NEW TRAFFIC BEARING LID OR NON -SLIP LJD TO BE MATCH LINE STA 92+25 SHEET 29 PROVIDED BY OTHERS, AS NECESSARY. O 5 10 20 30 16 CONSTRUCT CEMENT CONC SIDEWALK 5' MIN WIDTH TRANSITION PANEL. SCALE IN FEET 17 INSTALL USPS MAILBOX. w PAq I SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 26 DRAWN BY: CS PRICITY OF RENTON '- Interdisciplinary Design R CONVERSION PROJECT PROJECT NO 6125 ' 1 q DESIGN BY: BRAA 3Interd isc BID Public Works Department HIPULStl`*17 DOCUMENT FED AID NO I CHECK BY: OBP sub AN Tswau,wA9BiP1 � ROADWAY PLAN DATE' DEC o19 y1 ry RP!'R FOR CONSTRUCTION - �it PROJMGR: JF 'wfl21 BY GATE 7 r S 2ND ST & WELLS AVE S SHEETNO. 26 OF 119 1 FILE: 16125R001.dwg Q�}16dd� I� NUMBER REVISION DESCRIPTION BY APP DATE MATCH LINE STA 31+50 SHEET 29 4d x z J a 3 w cD z a or 0 w w z 0 a z M z 0 U Of O 2 REVISION DESCRIPTION GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 106 OR PER DETAIL, SHEET 40, 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW UNE AND SIDEWALK LAYOUT PLANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, SHEETS 36-39. 3. ALL CEMENT CONC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND GUTTER SHALL BE CLASS 4000. 4. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLAN, SHEETS 20-24. 5. FOR STORM DRAINAGE PLAN & PROFILES, SEE SHEETS 43-48. 6. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. 7. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. 8. FOR SIGNALIZATION, ILLUMINATION & ITS IMPROVEMENTS, SEE SHEETS 59-79. 9. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. 10. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 11. FOR CHANNELIZATION & SIGNING IMPROVEMENTS, SEE SHEETS 101-117. CONSTRUCTION NOTES OCONSTRUCT CEMENT CONC PAVEMENT RAISED INTERSECTION PER TYPICAL SECTIONS, SHEET 7 AND CONCRETE PANEL PLAN, SHEETS 36-39. 00 MATCH EXISTING. N O CONSTRUCT CEMENT CONC ROADWAY RAMP PER DETAIL, SHEET 8 w 3 AND CONCRETE PANEL PLAN, SHEETS 36-39. w_ CONSTRUCT PLANTER AREA PER URBAN DESIGN PLAN, SHEETS � 4 80-83. + 8O REESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. N ADJUST GAS VALVE TO GRADE. z 15 ADJUST FRANCHISE UTUTY VAULT/MANHOLE TO GRADE. NEW TRAFFIC BEARING UD OR NON -SUP UD TO BE PROVIDED BY OTHERS, AS NECESSARY. a OCONSTRUCT CEMENT CONC SIDEWALK 5' MIN WIDTH TRANSITION 16 PANEL LEGEND NEW ASPHALT PAVEMENT SECTION ASPHALT OVERLAY AREA CEMENT CONC SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE, (COLONIAL RED, FED-STD-595 20109, PR APPROVED EQUAL) SEE SHEETS 30-35 FOR STATIONED LOCATION �� NAk1 1 SURVEYED: DRAWN BY: KPG�� CS 31UCITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NO. 27 PROJECT NO. 16125 DESIGN BY: OR AA Interdisciplinary Design BID Public Works Departmenl FED AID Na HIPUL-STP 99 (034) q O~ r ti CHECK BY: OBP 3S31E601+He 25D2J�aplAve 9AAM Teomis!a=Ave DOCUMENT APP FOR CONSTRUCTION � ROADWAY PLAN DATE: DEC 2019 qj PROJMGR: JF [ 1� BY DATEa-/ S 3RD ST & WILLIAMS AVE S SHEETNO 27 OF 119 FILE: 1G725RD1)1 dwR M261V4121 ¢Odl?�1o1� ��� , /� MATCH LINE STA 88+50 SHEET 29 GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER CDR STANDARD PLAN 106 OR PER DETAIL, SHEET 40. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW LINE AND SIDEWALK LAYOUT PLANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, SHEETS 36-39. 3. ALL CEMENT CONC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND GUTTER SHALL BE CLASS 4000, 4. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TENPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLAN, SHEETS 20-24. 5. FOR STORM DRAINAGE PLAN & PROFILES, SEE SHEETS 43-48. 6. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. 7. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. 8. FOR SIGNALIZATION, ILLUMINATION & ITS IMPROVEMENTS, SEE SHEETS 59-79. 9. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. 10. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 11. FOR CHANNEUZAT10N & SIGNING IMPROVEMENTS, SEE SHEETS 101-117. CONSTRUCTION NOTES 1 CONSTRUCT CEMENT CONC PAVEMENT RAISED INTERSECTION PER �J TYPICAL SECTIONS, SHEET 7 AND CONCRETE PANEL PLAN, SHEETS 36-39. LuMATCH EXISTING. W x V' CONSTRUCT CEMENT CONC ROADWAY RAMP PER DETAIL, SHEET 8 z 3 AND CONCRETE PANEL PLAN, SHEETS 36-39. ¢ J O CONSTRUCT PLANTER AREA PER URBAN DESIGN PLAN, SHEETS Lu 4 80-83. U' a a 8� REESTABUSH DISTURBED MONUMENT PER SPECIAL PROVISION 8-13.3. 0 ui t�9 ADJUST GAS VALVE TO GRADE. ui z 15 ADJUST FRANCHISE UTILITY VAULT/MANHOLE TO GRADE. NEW TRAFFIC F BEARING LID OR NON -SLIP LID TO BE PROVIDED BY OTHERS, AS ¢ NECESSARY. F16 CONSTRUCT CEMENT CONIC SIDEWALK 5' MIN WIDTH TRANSITION z PANEL 0 U LEGEND NEW ASPHALT PAVEMENT SECTION ASPHALT OVERLAY AREA CEMENT CONC SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE, (COLONIAL RED, L- FED-STD-595 20109, PR APPROVED EQUAL) SEE SHEETS 30-35 FOR STATIONED LOCATION r- N LU w w s N 0 v) N w Z J s N H W f=!7 O Lo + OD OD H (/7 W Z J 2 U H Q 0 10 20 40 60 SCALE IN FEET PLAN Z 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER CDR STANDARD PLAN 106 OR PER DETAIL, SHEET 40• 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 6-8 AND FLOW LINE AND SIDEWALK LAYOUT PLANS, SHEETS 30-35 AND CONCRETE PANEL PLANS, SHEETS 36-39. Lo 04 3. ALL CEMENT CONC USED FOR PAVEMENT, SIDEWALKS, AND CURB AND w Lu GUTTER SHALL BE CLASS 4000. in 4. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY in EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION + & TESC PLAN, SHEETS 20-24. M 5. FOR STORM DRAINAGE PLAN & PROFILES, SEE SHEETS 43-48. ¢ V) 6. FOR WATER IMPROVEMENTS, SEE SHEET 49-56. z 7. FOR SEWER IMPROVEMENTS, SEE SHEETS 57-58. J s 8. FOR SIGNALIZATION, ILLUMINATION & ITS IMPROVEMENTS, SEE SHEETS 59-79. 9. FOR URBAN DESIGN IMPROVEMENTS, SEE SHEETS 80-85. 10. FOR LANDSCAPE AND IRRIGATION IMPROVEMENTS, SEE SHEETS 86-100 11. FOR CHANNELIZATION & SIGNING IMPROVEMENTS, SEE SHEETS 101-117. co N ui 2 N N + N tT Q H f/] W Z J 2 U H ¢ CONSTRUCTION NOTES MATCH EXISTING. �9 ADJUST GAS VALVE TO GRADE. 11 ADJUST WATER VALVE TO GRADE. 12 ADJUST SEWER MANHOLE TO GRADE. 13 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE 18 ADJUST MONITORING WELL TO GRADE. LEGEND NEW ASPHALT PAVEMENT SECTION ASPHALT OVERLAY AREA CEMENT CONC SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE, (COLONIAL RED, L FED-STD-595 20109, PR APPROVED EQUAL) SEE SHEETS 30-35 FOR STATIONED LOCATION FLOW LINE POINTS - R1 NUMBER STATION OFFSET ELEV DESCIRAMP 10 199+22.98 22.00' LT 39.40 MA 11 199+49.99 22.00' LT 39.81 BOTT CONIC 12 199+59.99 22.00' LT 40.08 TOP OF CONIC. RAMP 13 199+62.40 22.00' LT 40.11 PC, 25' R 14 36+40.47 19.84' LT 40.35 MIDPOINT 15 36+54.28 12.81' LT 40.04 TOP OF CONC. RAMP 16 36+58.17 12.50' LT 39.95 PT 17 36+64.12 12.50' LT 39.80 BOTTOM OF CONC. RAMP/PC, 10' R 18 36+71.20 15.44' LT 39.75 PT 19 36+72.83 17.07' LT 39.74 PC, 10' R 20 36+79.90 20.00' LT 39.69 PT 21 37+05.03 20.00' LT 39.52 CB 22 37+12.09 20.00' LT 1 39.56 MATCH PLAN aL 0 5 10 20 30 SCALE IN FEET FLOW LINE POINTS- R3 NUMBER STATION OFFSET ELEV 1 DESCRIPTION 70 199+23.14 22.00' RT 39.45 MATCH 71 199+30.74 22.00' RT 39.64 PC, 10' R 72 199+37.82 19.07' RT 39.83 PT 73 199+42.96 13.93' RT 40.01 PC, 10' R 74 199+50.03 11.00' RT 40.20 PT/BOTTOM OF CONIC. RAMP 75 199+59.99 11.00' RT 40.38 TOP OF CONIC. RAMP 76 199+62.60 11.00' RT 40.40 PC, 25' R 77 199+80.25 18.30' RT 40.54 MIDPOINT 78 35+78.98 12.79' LT 40.42 TOP OF CONIC. RAMP 79 35+75.20 12.50' LT 40.38 PT 80 35+69.12 12.50' LT 40.30 PC, 10' R/BOTTOM OF CONIC. RAMP 81 35+62.05 15.43' LT 1 40.26 PT 82 35+60.41 17.07' LT 40.25 PC, 10' R 83 35+53.33 20.00' LT 40.21 PT 84 35+31.92 20.00' LT 40.10 CB 85 35+22.29 20.00' LT 40.37 MATCH REVISION DESCRIPTION SIDEWALK POINTS - R1 NUMBER STATION OFFSET ELEV DESCRIPTION 30 199+22.98 29.33' LT 40.00 BSW, MATCH 31 199+57.75 29.36' LT 40.35 BSW 32 36+52.21 30.42' LT 40.51 BSW 33 36+85.27 30.42' LT 40.32 BSW 34 36+85.27 30.00' LT 40.31 BSW 35 37+12.09 30.37' LT 40.15 BSW, MATCH 36 36+57.64 21.00' LT 40.31 PLANTER 37 36+65.64 21.04' LT 40.33 PLANTER 38 36+65.66 15.04' LT 40.27 PLANTER 39 36+57.66 15.00' LT 40.07 PLANTER S 2ND ST 69 70 � � 17 45 71 46 16 3' 36 39 68 STA 199+81.4 y�°° ° 15 47 ° `o 30" 1' LT e° STA 199+84.6 STA 200+15.2 43.5 LT 43.5 LT 14 0 STA 199+77.6 48 STA 199 14.4' RT .7 `° se 77 a9 JE:l 9D '° �` R3 91 92 STA 199+81.6 219' RT _°. STA 199+84.8 STA 32.5' RT M ■ Sp. ;= 78 r" -1-7r SIDEWALK POINTS - R3 NUMBER STATION OFFSET ELEV DESCRIPTION 86 199+23.14 30.00' RT 4-0.10 BSW, MATCH 87 35+81.18 30.00' LT 40.66 BSW 88 35+22.29 30.00' LT 40.78 BSW, MATCH 89 199+55.05 13.50' RT 40.50 PLANTER 90 199+63.04 13.50' RT 40.46 PLANTER 91 199+55.07 19.50' RT 40.45 PLANTER 92 199+63.04 19.50' RT 40.50 PLANTER 93 35+75.65 21.00' LT 40.54 PLANTER 94 35+75.63 15.00' LT 40.46 PLANTER 95 35+67.63 93 94 9fi � 95 80 STA 200+31.0 14.5' RT R4 4' RT 00+1I RT TRANSITION CURB HT. FROM 6" TO 4" 15.00' LT 40.59 PLANTER O � 21.00' LT 40.63 PLANTER 85 10D 120 P�q SURVEYED:KPG DRAWN BY: BRAA BRAA O DESIGN BY: BRAA Interdisciplinary Design BID q MlEfvd7,e P50¢JeFnonAre CHECK BY: OBP SAM T�c'a,we�eaoa DOCUMENT PROD li JF S1m�r.'NA99121 1r,]1strArA1 FIM,sL "� ti (1L6]i6f0 xwkpgcm DATE ti FILE: 161255WPLN.dwg DWI FF=41.68 SIDEWALK POINTS - R2 NUMBER STATION OFFSET ELEV DESCRIPTION 60 37+12.09 29.67' RT 40.41 BSW, MATCH 61 36+99.33 1 30.00' RT 40.43 BSW, AP 62 200+29.96 30.00' LT 40.51 BSW 63 200+43.97 30.00' LT 40.81 BSW, DW WING 64 200+49.97 30.00' LT 40.72 BSW, DW 65 200+93.97 30.00' LT 40.50 BSW, DW 66 201+00.97 30.00' LT 41.02 BSW, DW WING 67 j 201+15.68 30.00' LT 41.12 BSW, MATCH 68 1 36+57.57 15.00' RT 40.38 PLANTER 69 36+65.58 15.00' RT 40.43 PLANTER 70 36+65.57 21.00' RT 40.46 PLANTER 71 36+57.57 21.00' RT 40.43 PLANTER 201 0 SIDEWALK POINTS - R4 NUMBER STATION OFFSET ELEV DESCRIPTION 120 35+22.29 30.00' RT 40.90 BSW, MATCH 121 200+30.11 48.85' RT 40.71 BSW, MATCH 122 35+7261 30.00' RT 40.52 BSW, MATCH 123 35+81.01 38.66' RT 40.57 BSW, MATCH 124 200+48.98 30.00' RT 40.71 BSW, MATCH 125 201+15.67 30.00' RT 41.19 BSW, MATCH 126 200+15.08 35.53' RT 40.4-0 PLANTER 127 200+21.08 35.53' RT 40.49 PLANTER 128 35+67.53 15.01' RT 40.64 PLANTER 129 1 35+67.52 21.01' RT 40.65 PLANTER Adatli CITY OF RENTON Public Works Department *C,0,NSTRUCTION BY FLOW LINE POINTS - R2 NUMBER STATION OFFSET ELEV DESCRIPTION 40 37+12.09 20.00' RT 39.58 MATCH 41 37+01.29 20.00' RT 39.53 CB I 42 36+79.87 20.00' RT 39.84 PC. 10' R 43 36+72.80 17.07' RT 39.95 PT 44 36+71.15 15.43' RT 39.98 PC, 10' R 45 36+64.08 12.50' RT 40.10 PT/BOTTOM CONIC. RAMP 46 36+58.04 12.50' RT 40.13 PC, 25' R 47 36+54.24 12.79' RT 40.15 TOP CONC. RAMP 48 36+40.38 19.80' RT 40.41 MIDPOINT 49 200+37.43 2200' LT 40.60 PT 50 200+39.96 2200' LT 40.62 TOP CONIC. RAMP 51 200+43.97 2200' LT 40.60 DW WING 52 200+49.97 2200' LT 40.57 DW/BEGIN CONIC. RAMP 53 200+93.97 2200' LT 40.35 DW, CB 54 201+00.97 2200' LT 40.41 DW WING 55 201+15.68 2200' LT 40.54 MATCH FLOW LINE POINTS - R4 NUMBER STATION OFFSET ELEV DESCRIPT10N 100 35+22.29 20.00' RT 40.18 MATCH 101 35+31.87 20.00' RT 40.04 CB 102 35+53.29 20.00' RT 40.19 PC, 10' R 103 35+60.36 17.07' RT 40.24 PT, 4" CURB HT. 104 35+62.00 15.4S RT 40.26 PC 10' R, 4" CURB HT. 105 35+69.07 12.50' RT 40.32 PT BOTTOM OF CONIC. RAMP 106 35+75.01 1250' RT 40.36 PC, 25' R 107 35+78.92 12.81' RT 40.38 TOP OF CONIC. RAMP 108 35+9271 19.84' RT 40.49 MIDPOINT 109 200+37.58 11.00' RT 40.63 PT 110 200+40.02 11.00' RT 40.65 TOP OF CONIC. RAMP 111 200+50.02 11.00' RT 40.59 PC, 10' R/BOTTOM OF CONC. RAMP 112 200+57.10 13.93' RT 40.55 PT 113 200+62.23 19.07' RT 40.51 PC, 10' R 114 200+69.30 22.00' RT 40.47 PT 115 200+90.72 22.00' RT 40.35 CB 116 201+15.67 22.00' RT 40.55 MATCH J WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT FLOWLINE AND SIDEWALK LAYOUT PLAN S 2ND ST & WILLIAMS AVE S DRAWING NO. 30 PROJECT NO 16125 FED AID NO HIPUL-STP 9911 (034) DATE: DEC 2019 SHEET NO- 30 OF 119 SEE SHEET 31 FOR SIDEWALK PLAN VIEW REVISION DESCRIPTION SIDEWALK POINTS - R5 NUMBER STATION OFFSET ELEV DESCRIPTION 150 202+22.88 30.00' LT 41.51 BSW, MATCH, DW WING 151 202+28.88 30.00' LT 41.20 BSW. DW 152 202+52.24 30.00' LT 41.61 BSW. DW 153 93+51.90 30.00' LT 42.11 BSW 154 202+58.24 30.00' LT 41.89 BSW. DW WING 155 93+96.18 30.00' LT 41.69 BSW, MATCH 156 93+58.38 21.49' LT 41.85 PLANTER 157 93+72.38 21.50' LT 41.83 PLANTER 158 93+72.37 15.51' LT 41.76 PLANTER 159 93+58.37 15.51' LT 41.79 PLANTER SIDEWALK POINTS - R7 NUMBER STATION OFFSET ELEV DESCRIPTION 210 201+73.55 30.00' RT 0.00 BSW, MATCH 211 202+17.24 17.50' RT 41.74 DW 212 202+17.24 30.00' RT 41.80 DW 213 202+46.83 17.50' RT 41.86 DW 214 202+46.85 30.00' RT 42.05 DW 215 202+53.32 13.50' RT 42.10 PLANTER 216 202+53.33 19.50' RT 42.03 PLANTER 217 202+63.32 13.50' RT 42.01 PLANTER 218 202+63.33 19.50' RT 42.05 PLANTER 219 202+70.35 30.00' RT 42.26 BSW, MATCH 220 92+70.37 21.00' LT 42.13 PLANTER 221 92+70.36 15.00' LT 41.99 PLANTER 222 92+56.33 21.00' LT 42.17 PLANTER 223 92+56.32 14.99' LT 42.13 j PLANTER 224 92+11.98 30.00' LT 42.48 BSW, MATCH SIDEWALK POINTS - R6 NUMBER STATION OFFSET ELEV I DESCRIPTION 180 93+91.10 30.00' RT 42.01 BSW, MATCH 181 93+46.01 30.00' RT 42.29 BSW 182 203+35.89 30.00' LT 42.34 BSW 183 203+68.21 30.00' LT 42.54 BSW, MATCH 184 93+58.31 15.00' RT 41.94 PLANTER 185 93+72.31 15.00' RT 41.98 PLANTER 186 93+7229 21.00' RT 42.04 PLANTER 187 1 93+58.29 21.00' RT 42.05 PLANTER SIDEWALK POINTS - R8 NUMBER STATION OFFSETLELEV DESCRIPTION 270 92+11.98 30.00' RT BSW, MATCH 271 92+30.48 30.00' RT BSW, MATCH 272 203+30.35 30.00' RT 42.23 BSW, AP 273 203+69.60 30.00' RT 42.57 BSW, MATCH 274 92+50.28 19.00' RT 42.08 DW GRADE BREAK 275 92+50.28 30.00' RT 42.24 BSW 276 92+65.28 19.00' RT 42.08 DW GRADE BREAK 277 92+65.2B 30.00' RT 42.24 BSW 278 203+39.33 19.50' RT 42.28 PLANTER 279 203+39.32 13.50' RT 42.27 PLANTER 280 203+49.32 13.50' RT 42.24 PLANTER 281 203+49.33 1 19.50' RT 42.29 PLANTER 282 204+10.34 26.00' RT 42.70 DW GRADE BREAK 283 204+29.34 26.00' RT 42.80 DW GRADE BREAK 284 204+10.34 30.00' RT 42.77 DW, MATCH 285 204+29.34 30.00' RT 42.87 DW, MATCH 288 204+40.43 30.00' RT 42.92 BSW, MATCH 1 SURVEYED: KPG DRAWN BY: BRAA L7' AomkkWILLIAMS CITY OF RENTON AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NO. 32 16125 DESIGN BY: BRAA Interdisciplinary Design BIDILW ftw public Wc,ka Wp r moM FED AID NOO. HIPUL034) 99 - col q CHECK BY: OBP 3171SgEAve 2412k6sloAAY& $„� Trlc AWAYdW DOCUMENT oR CaNSTRUCTION FLOWLINE AND SIDEWALK LAYOUT PLAN 1034) DATE: DEC 2019 w ry 't�'a"'" PROJ MGR: JF Sm*WA%121 a531BtW4M APFR _ Ci S 2ND ST &WELLS SHEET NO. 32 OF 119 t��~ 0%)28&$90 www_ '`ti" o' -IT FILE:1B7255WPLKdwg FLOW LINE POINTS - R9 NUMBER STATION OFFSET ELEV DESCRIPTION 250 299+14.96 20.00' LT 40.00 MATCH 251 299+34.18 20.00' LT 40.21 PC, 10' R 252 299+41.25 17.07' LT 40.30 PT 253 299+42.90 15.43' LT 40.32 PC, 10' R 254 299+49.97 12.50' LT 40.41 BOTTOM CONIC. RAMP,, PT 255 299+59.96 12.50' LT 40.67 TOP OF CONC. RAMP 256 299+62.40 12,50' LT 40.71 PC, 10' R 257 30+70.93 19.85' LT 41.04 MIDPOINT 258 30+88.63 12.50' LT 40.88 PT 259 30+91.07 12.50' LT 40.86 TOP OF CONIC. RAMP 260 31+01.07 12.50' LT 40.77 BOTTOM CONIC. RAMP 261 31+12.63 12,50' LT 40.67 PC, 10' R 262 31+19.70 15.43' LT 40.62 PT 263 31+21.34 17.07' LT 40.60 PC, 10' R 264 31+28.41 20.00' LT 40.55 PT 265 299+79.78 1 84.94' LT 40.49 MATCH FLOW LINE POINTS - R11 NUMBER STATION OFFSET I ELEV DESCRIPTION 313 299+07.69 20.00' RT 39.75 MATCH 314 299+12.83 20.00' RT 39.82 CB 315 299+34.25 20.00' RT 40.14 PC, 10' R 316 299+41.32 17.07' RT 40.26 PT 317 299+42.96 15.43' RT 40.30 PC, 10' R 318 299+50.03 12.50' RT 40.41 BOTTOM CONIC. RAMP,, PT 12.50' RT 40.69 TOP OF CONIC. RAMP 12,50' RT 40.72, PC, 25' R 19.80' LT 40.99 MIDPOINT 12.50' LT 40.79 PT 319 299+60.03 320 299+62.59 321 30+31.28 323 30+13.63 324 30+11.06 12.50' LT 40.77 TOP OF CONIC. RAMP 325 30+01.06 12.50' LT 40.52 PC 10' R, BOTTOM OF RAMP 326 29+93.25 16.25' LT 40.43 PRC, 10' R 327 29+85.45 20.00' LT 40.34 PT 328 29+78.58 20.00' LT 40.27 MATCH REVISION DESCRIPTION F-- I 338 30+08.05 1 14.98' LT 41.11 PLANTER 339 30+02.07 15.01' LT 41.03 PLANTER 340 30+02.10 21.01' LT 40.98 PLANTER r K P1 SURVEYED: KPG DRAWN BY: BRAA � DESIGN BY: BRAA � Y CHECK BY: OBP '� �V PROJ MGR: JF FILE: 16125SWPLN dwg 0 5 10 20 30 SCALE IN FEET KPG BID Interdisciplinary Design 191DOAn �O T=..WWAWA DOCUMENT 51>SAp, YG 9BF21 �rMa'wzoo'm"A* jt(6wmm nel4gm SIDEWALK POINTS - R10 380 300+49.04 21.00' RT 41.18 PLANTER 381 300+39.04 21.00' RT 41.02 PLANTER FLOW LINE POINTS - R10 NUMBER STATION OFFSET ELEV DESCRIPTION 280 31+36.02 20.00' RT 40.47 MATCH 281 31+16.79 20.OV RT 40.58 PC, 10' R 282 31+09.72 17.07' RT 40.62 PT 283 31+08.07 15.43' RT 40.63 PC, 10' R 284 31+01.00 12.50' RT 40.68 BOTTOM CONIC. RAMP,, PT 285 30+91.00 12.50' RT 40.78 TOP OF CONIC. RAMP 286 30+88.44 12.50' RT 40.82 PC, 25' R 287 30+70.79 19.86 RT 41.18 MIDPOINT 288 300+37.41 12.50' LT 41.08 PT 289 300+39.97 150' LT 2 41.07 TOP OF CONIC. RAMP 290 300+49.97 12.50' LT 41.02 PC, 10' R. BOTTOM OF CONIC. RAMP 291 300+57.04 15.43' LT 40.98 PT 292 300+58.68 17.07' LT 40.96 PC, 10' R 293 300+65.75 20.00' LT 40.93 PT 294 300+87.17 19.25' LT 40.82 CB 2 55 300+93.32 20.00' LT 40.86 MATCH FLOW LINE POINTS - R12 NUMBER STATION OFFSET ELEV DESCRIP11ON 350 29+78.58 20.00' RT 40.18 MATCH 351 29+85.39 20.00' RT 40.25 PC, 10' R 352 29+93.20 16.25' RT 40.34 PCC, 10' R 353 30+01.00 1250' RT 40.43 PT 354 30+11.00 1250' RT 40.68 BOTTOM CONIC. RAMP,, PT 355 30+13.45 150' RT 2 40.71 TOP OF CONIC. RAMP 356 30+31.15 19.84' RT 41.03 MIDPOINT 357 300+37.58 12.50' RT 41.14 PT 358 300+40.03 12.50' RT 41.15 TOP OF CONIC. RAMP 359 300+50.03 12.50' RT 41.10 BOTTOM CONIC. RAMP,, PC 360 300+57.10 15.43' RT 41.06 PT 361 300+58.74 17.07' RT 41.05 PC, 10' R 362 300+65.81 20.00' RT 41.01 PT 363 300+87.76 20.00' RT 40.90 CB 364 300+93.44 20.00' RT 40.93 MATCH CITY OF RENTON I WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT P, tk. Works Oopan mono CONSTRUCTION FLOWLINE AND SIDEWALK LAYOUT PLAN I� DAre.�% S 3RD ST & WILLIAMS AVE S DRAWING Na 33 PROJECT NO. 16125 FED AID Na HIPULSTP 991 (034) DATE: DEC 2019 SHEETNO. 33 OF 119 000 00007 4C CAD C1nC1A1Al V FLOW LINE POINTS - R13 NUMBER STATION OFFSET ELEV DESCRIPTION 390 302+08.49 20.00' LT 41.67 MATCH 391 302+12.70 20.00' LT 41.75 CB 392 302+34.12 20.00 LT 42.15 PC, 10' R 393 302+41.19 17.07' LT 42.30 PT 394 302+42.83 15.43' LT 42.35 PC, 10' R 395 302+49.91 12.50' LT 42.50 BOTTOM CONC. RAMP,, PT 396 302+59.91 12.50' LT 42.68 TOP OF CONC. RAMP 397 302+62.36 12.50' LT 42.70 PC, 25' R 398 87+69.59 19.84' LT 42.90 MIDPOINT 399 87+87.28 12.50' LT 42.77 PT 400 87+93.74 12.50' LT 42.73 TOP OF CONC. RAMP 401 88+03.74 12.50' LT 42.66 BOTTOM OF CONC. RAMP/PC, 10' R 402 88+10.81 15.43' LT 42.62 PT 403 88+12.46 17.07' LT 42.61 PC, 10' R 404 88+19.53 20.00' LT 42.57 PT 405 302+79.78 85.42' LT 42.49 MATCH FLOW LINE POINTS - R15 NUMBER STATION OFFSET ELEV DESCRIPTION 471 302+08.50 20.00' RT 41.92 MATCH 472 302+12.50 20.00' RT 41.98 CB 473 302+34.17 20.00' RT 42.26 PC, 10' R 474 302+41.24 17.07' RT 42.37 PT 475 302+42.88 15.43' RT 42.40 PC, 10' R 476 302+49.95 12.50' RT 42.50 PT, BOTTOM OF RAMP 477 302+59.95 12.50' RT 42.59 TOP OF CONC. RAMP 478 302+62.51 12.50' RT 42.60 PC, 25' R 479 1 87+29.96 19.80' LT 42.70 MIDPOINT 480 87+12.30 12.50' LT 42.85 PT 481 87+05.75 12.50' LT 42.90 TOP OF CONC. RAMP 482 86+95.75 12.50' LT 42.76 BOTTOM CONC. RAMP 483 86+88.68 15.43' LT 42.64 PT 484 86+87.00 17.11' LT 42.61 PC, 10' R 485 86+79.66 20.03' LT 42.49 PT 486 86+73.37 1 19.86' LT 1 42.39 MATCH PLAN 0 5 10 20 30 FLOW LINE POINTS - R14 NUMBER STATION OFFSET ELEV I DESCRIPTION 430 88+35.25 20.00' RT 42.39 MATCH 431 88+19,48 20.00' RT 42.53 PC, 10' R 432 88+12.41 17.07' RT 42.61 PT 433 88+10.77 15.4S RT 4263 PC, 10' R 434 88+03.70 12.50! RT 4270 BOTTOM OF CONC. RAMM P 435 87+93.70 12.50' RT 42.85 TOP OF CONC. RAMP 436 87+87.16 12.50' RT 42.94 PC, 25' R 437 87+69.49 19.81' RT 43.20 MIDPOINT 438 303+37.36 1250' LT 43.05 PT 439 303+39.91 12.50' LT 43.03 TOP OF CONC. RAMP 440 303+49.90 12.50' LT 4296 BOTTOM OF CONC. RAMP 442 303+56.98 15.43' LT 42.90 PT 443 303+58.62 17.07' LT 4288 PC, 10' R 444 303+65.69 20.00' LT 42.82 PT 445 303+87.10 20.00' LT 42.66 CB 446 303+90.25 20.00' LT 42.68 MATCH FLOW LINE POINTS - R16 NUMBER STATION OFFSET ELEV DESCRIPTION 510 86+73.37 20.19' RT 42.46 MATCH 511 86+80.36 19.92' RT 42.53 PC, 10' R 512 86+87.05 17.00' RT 42.61 PT 513 86+88.62 15.43' RT 42.63 PC, 10' R 514 86+95.69 12.50' RT 42.71 BOTTOM CONC. RAMP,, PT 515 87+05.69 150' RT 2 42.90 TOP OF CONC. RAMP 516 87+12.14 1250' RT 42.97 PC, 25' R 517 87+29.83 19.84' RT 43.16 MIDPOINT 518 303+37.51 12.50' RT 43.06 PT 519 303+39.95 12.50' RT 43.04 TOP OF CONC. RAMP 520 303+49.95 12.50' RT 42.99 BOTTOM CONC. RAMP 522 303+57.03 15.43' RT 42.95 PT 523 303+58.67 17.07' RT 42.94 PC, 10' R 524 303+65.74 20.00' RT 42.90 PT 525 303+86.84 20.00' RT 42.80 CB 526 303+90.26 20.00' RT 42.82 MATCH SEE SHEET 34 FOR SIDEWALK PLAN VIEW SIDEWALK POINTS - R13 NUMBER STATION OFFSET ELEV DESCRIPTION 410 302+08.48 30.00' LT 42.24 BSW, MATCH 411 302+22.62 30.00' LT 42.31 BSW, EXISTING YD 412 302+58.18 30.00' LT 43.11 BSW, MATCH 413 87+79.77 30.00' LT 42.98 BSW, MATCH 414 302+70.09 36.84' LT 42.91 BSW, MATCH 415 302+69.80 76.07' LT 43.03 BSW, MATCH 416 88+35.16 30.00' LT 43.06 BSW, MATCH 417 88+00.76 21.00' LT 42.88 PLANTER 418 88+00.75 15.00' LT 42.99 PLANTER 419 87+88.75 15.00' LT 42.79 PLANTER 420 87+88.76 21.00' LT 42.82 PLANTER 421 302+52.88 21.00' LT 42.93 PLANTER 422 302+60.90 21.00' LT 43.00 PLANTER 423 302+60.91 15.00' LT 42.80 PLANTER 424 302+52.90 15.00' LT 42.91 PLANTER SIDEWALK POINTS - R15 NUMBER STATION OFFSET ELEV DESCRIPTION 490 F3O250 29.92' RT 42.60 BSW, MATCH 493 08 29.97' RT 42.72 BSW 494 87+19.79 30.00' LT 42.81 BSW 495 86+73.37 30.00' LT 43.27 BSW, MATCH 496 302+49.04 14.98' RT 42.93 PLANTER 497 302+61.04 14.97' RT 42.75 PLANTER 498 302+61.06 20.98' RT 42.68 PLANTER 499 302+49.06 20.98' RT 42.79 PLANTER 500 87+10.82 20.98' LT 42.86 PLANTER 501 87+10.81 14.98' LT 42.83 PLANTER 502 86+98.81 14.97' LT 42.93 PLANTER 503 86+98.82 j 20.97LT 42.97 PLANTER SIDEWALK POINTS - R14 NUMBER STATION OFFSET ELEV DESCRIPTION 450 88+35.25 30.00' RT 42.90 BSW, MATCH 451 303+29.87 30,00' LT 43.26 BSW 452 303+68.14 30.00' LT 43.46 BSW 453 303+90.25 30.00' LT 43.34 BSW, MATCH 454 88+00.69 15.00' RT 43.11 PLANTER 455 88+00.67 21.00' RT 43.17 PLANTER 456 87+88.68 21.00' RT 43.24 PLANTER 457 87+88.69 15.00' RT 43.02 PLANTER 458 303+38.89 21.03' LT 43.01 PLANTER 459 303+50.89 21.03' LT 43.21 PLANTER 460 303+50.90 15.02' LT 43.41 PLANTER 461 303+38.90 15.00' LT 43.07 PLANTER SIDEWALK POINTS - R16 NUMBER STATION OFFSET ELEV DESCRIPTION 530 86+73.37 30.00' RT 43.09 BSW, MATCH 531 87+14.15 30.14' RT 43.27 BSW 532 303+35.70 29.91' RT 43.31 BSW 533 303+68.42 29.97' RT 42.46 BSW, YD 534 303+90.26 30.00' RT 43.77 BSW, MATCH 535 87+10.69 15.00' RT 43.02 PLANTER 536 87+10.67 21.00' RT 43.12 PLANTER 537 86+98.67 21.00' RT 43.17 PLANTER 538 86+98.69 15.00' RT 43.15 PLANTER 539 303+38.96 15.00' RT 43.12 PLANTER 540 303+48.96 15.00' RT 43.44 PLANTER 541 303+48.97 21.00' RT 43.33 PLANTER 542 303+38.98 1 21.00' RT 43.20 PLANTER CONCRETE PANEL POINT TABLE NUMBER STA11ON OFFSET ELEV 100 199+50.00 5.50' LT 40.51 101 199+60.00 5.50' LT 40.57 102 199+70.00 5.50' LT 40.70 103 199+80.00 5.50' LT 40.83 104 199+90.00 5.50' LT 40.96 105 200+00.00 5.50' LT 41.09 106 200+10.00 5.50' LT 40.99 107 200+19.99 5.50' LT 40.89 108 200+30.00 5.50' LT 40.82 109 200+40.00 5.50' LT 40.96 110 200+50.00 5.50' LT 41.08 111 35+69.10 0.00' 40.53 112 35+79.10 0.00' 40.58 113 35+89.10 0.00' 40.74 114 36+02.85 0.00' 40.96 115 36+30.35 0.00' 40.93 116 36+44.10 0.00' 40.69 117 36+54.10 0.00' 40.50 118 36+64.10 0.00' 40.26 119 199+49.99 21.00' LT 39.85 120 199+59.96 21.00' LT 40.12 121 199+69.96 19.25' LT 40.29 122 1199+69.95 22.12' LT 40.24 123 199+79.96 19.25' LT 40.47 124 36+38.94 20.00' LT 40.37 125 36+30.37 10.00' LT 40.72 126 36+44.12 10.00' LT 40.31 127 36+44.13 15.62' LT 40.28 128 36+54.12 11.82' LT 40.08 129 P1 36+64.12 11.50' LT 39.84 130 36+64.08 11.50' RT 40.14 31 36+54.08 11.80' RT 40.19 132 36+44.09 10.00' RT 40.40 133 36+44.08 15.56' RT 40.36 134 36+38.81 20.00' RT 40.47 PLAN 0 5 10 20 30 SCALE IN FEET A CONTRACTION JOINT (LONGITUDINAL & TRANSVERSE) CONSTRUCTION JOINT EXPANSION JOINT °E SHEET 40 FOR GENERAL CONCRETE kNEL NOTES CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 135 36+30.34 10.00' RT 40.74 136 200+19.97 19.25' LT 40.64 137 200+29.96 22.09' LT 40.57 138 200+29.97 19.25' LT 40.59 139 200+39.97 21.00' LT 40.56 140 200+49.97 21.00' LT 40.61 141 199+50.03 10.00' RT 40.24 142 199+60.03 10.00' RT 40.42 143 199+70.02 6.25' RT 40.53 144 199+70.03 11.09' RT 40.49 145 199+80.02 8.25' RT 40.67 146 199+80.04 16.72' RT 40.57 147 199+90.02 8.25' RT 40.79 148 35+89.13 10.00' LT 40.61 149 35+89.14 15.55' LT 40.54 150 35+79.13 11.80' LT 40.46 151 35+69.13 11.50' LT 40.34 152 35+69.08 11.50' RT 40.36 153 35+79.08 11.82' RT 40.42 154 35+89.08 10.00' RT 40.59 155 35+89.07 15.62' RT 40.50 156 200+10.02 8.25' RT 40.83 157 200+20.02 8.25' RT 40.68 158 200+20.04 16.81' RT 40.54 159 200+30.02 8.25' RT 40.63 160 200+30.02 11.12' RT 40.62 161 200+40.02 10.00' RT 40.69 162 200+50.02 10.00' RT 40.63 CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 202+52.24 5.50' LT 42.12 202+62.24 5.50' LT 42.26 E 202+70.29 5.50' LT 42.37 202+80.31 5.50' LT 42.45 202+90.26 5.50' LT 42.55 205 203+00.30 5.50' LT 42.79 206 203+10.26 5.50' LT 42.63 207 203+20.29 5.50' LT 42.58 208 203+30.29 5.54' LT 42.53 209 203+40.29 5.50' LT 42.42 210 203+50.29 5.50' LT 42.37 211 92+50.34 0.00' 42.31 212 92+65.34 0.00' 42.21 213 92+79.34 0.00' 42.32 214 92+89.34 0,00' 42.45 215 93+02.34 0.00' 42.62 216 93+28.34 0.00' 42.60 217 93+41.34 0.00 42.41 218 93+51.34 0.00' 42.27 219 93+65.34 0.00' 42.08 220 93+75.33 0.00' 41.88 221 202+52.24 21.00' LT 41.50 222 202+62.24 21.00' LT 41.75 223 202+70.26 18.50' LT 41.93 224 202+70.26 22.12' LT 41.86 225 202+80.26 18.50' LT 42.10 226 93+37.68 20.00' LT 42.01 227 93+28.36 10.00' LT 42.30 228 93+41.36 10.00' LT 42.13 229 93+41.37 16.66' LT 42.01 230 93+51.36 12.10' LT 41.90 231 93+65.36 11.50' LT 41.63 232 93+75.36 11.50' LT 41.38 233 93+75.31 11.50' RT 41.59 234 93+65.31 11.50' RT 41.79 235 93+51.31 12.08' RT 42.00 236 93+41.31 10.00' RT 42.22 237 93+41.30 16.59' RT 42.16 23B 93+28.31 10.00' RT 42.38 239 203+20.26 18.50' LT 42.32 202 S 2ND ST TOP OF CONC. ROADWAY RAMP BOTTOM OF CONC. ROADWAY RAMP - BOTTOM OF CONC, ROADWAY RAMP - TOP OF CONC. ROADWAY RAMP CD u 235 o g eP 237 ° 240 224 a ; 217 0 22 I 1238, 225 1 227 2i6 0 1 239 I 241 I { 3423 I I 202 I - 203 I 204 1 ❑■ 206 i 207 1 208 2pt I I ' 209Ld 21Q W2471, I I I 263 264 I 266 10.08.1 �249 �{_ 251 215 _ _ 10.0' 10.0' ' ' 10t0' ' � ^ ` i0.0' 10.0' 10.0, 1 10.0 10.0' 250 25 0 ui 256 j� N� TOP OF CONC. ,]t BOTTOM OF CONC. W ROADWAY RAMP ROADWAY RAMP > a J J W 3 TOP OF CONC. ROADWAY RAMP - BOTTOM OF CONC. ROADWAY RAMP LEGEND CONTRACTION JOINT (LONGITUDINAL & TRANSVERSE) CONSTRUCTION JOINT EXPANSION JOINT SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 240 93+37.52 20.00' RT 42.21 241 203+30.26 18.50' LT 42.21 242 203+30.25 22.09' LT 42.15 243 203+40.25 21.00' LT 42.11 244 203+50.32 21.00' LT 41.85 245 202+52.24 10.00' RT 41.67 246 202+6224 10.00' RT 41.97 247 202+70.31 7.50' RT 42.09 248 202+70.32 11.09' RT 42.05 249 202+80.31 7.50' RT 42.25 250 202+80.33 16.74' RT 42.17 251 202+90.31 7.50' RT 42.36 252 92+89.35 10.00' LT 42.25 253 92+89.36 16.60' LT 42.16 254 92+79.35 1208' LT 42.11 255 92+65.35 11.50' LT 42.04 256 92+50.36 11.50' LT 41.96 257 92+50.32 11.50' RT 41.86 258 92+65.32 11.50' RT 41.95 259 92+79.32 10.00' RT 42.09 260 92+79.31 12.10' RT 42.05 261 92+89.32 10.00' RT 42.23 262 92+89.31 16.65' RT 42.12 263 203+10.31 7.50' RT 42.39 264 203+20.31 7.50' RT 42.34 265 203+20.33 16.80' RT 42.16 266 203+30.31 7.50' RT 42.29 267 203+30.32 11.12' RT 42.23 268 203+40.32 10.00' RT 42.30 269 203+50.32 10.00' RT 42.25 LEGEND N CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 300 299+50.00 0.00' 40.87 301 299+60.00 0.00' 40.92 302 299+70.00 0.00' 41.07 303 299+80.00 0.00' 41.21 304 299+90.00 0.00' 41.36 305 300+00.00 0.00' 41.50 306 300+10.00 0.00' 41.45 307 300+20.00 0.00' 41.40 308 300+30.00 0.00' 41.35 309 300+40.00 0.00' 41.30 310 300+50.00 0.00' 41.39 311 30+01.00 0.00' 40.99 312 30+11.00 0.00' 41.04 313 30+21.00 0.00' 41.16 314 30+31.00 0.00' 41.27 315 30+41.00 0.00' 41.39 316 30+61.00 0.00' 41.41 317 30+71.00 0.00' 41.32 318 30+81.00 0.00' 41.23 319 30+91.00 0.00' 41.14 320 31+01.00 0.00' 41.00 321 299+49.97 11.50' LT 40.45 322 299+59.97 11.50' LT 40.71 323 299+69.97 10.00' LT 40.91 324 299+69.97 12.62' LT 40.87 325 1 299+79.97 10.00' LT 41.10 326 30+69.40 20.00' LT 41.06 327 30+61.06 10.00' LT 41.26 328 30+71.06 10.00' LT 41.18 329 30+71.08 18.32' LT 41.07 330 30+81.06 10.00' LT 41.03 331 30+81.07 12.62' LT 40.98 332 30+91.06 11.50' LT 40.90 333 31+01.06 11.50' LT 40.81 334 31+01.00 11.50' RT 40.72 335 3G+91.01 11.50' RT 40.82 336 30+81.01 10.00' RT 41.04 337 30+81.GO 12.59' RT 40.99 338 30+71.01 10.00' RT 41.23 339 30+70.99 1 18.23' RT 41.19 299 S 3RD ST O 3oD BOTTOM OF CONC. ROADWAY RAMP TOP OF CONC. ROADWAY RAMI PLAN 0 5 10 20 30 SCALE IN FEET BOTTOM OF CONC., TOP OF CONC. ROADWAY RAMP ROADWAY RAMP 331 330 0 1 335 ' o 329 337 339 344 .324 326 o ` 342 343 328 317 I 33B 322 323 j 325 327 I 318 c $ 340 341 I 309 301 302 3D3 304 305 3Ofi l 307 I 10.0' 10.0' 10.0' 10.0' lad 10.0' 1atl' 10.0' 10.0' 10.0' 3487 349 351 �� 1 314 Q I 368 369 .MO 352 ` 370 355 354 - e4364 365 BOTTOM OF CONC. ROADWAY RAMP fn W TOP OF CONC. a ROADWAY RAMP to 31 N ,--BOTTOM OF CONC. ROADWAY RAMP TOP OF CONC. ROADWAY RAMP CONTRACTION JOINT (LONGITUDINAL & TRANSVERSE) - CONSTRUCTION JOINT EXPANSION JOINT SEE SHEET 40 FOR GENERAL CONCRET PANEL NOTES CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 340 3D+61.01 10.00' RT 41.30 341 300+19.98 10.00' LT 41.25 342 300+19.96 18.23' LT 41.21 343 300+30.03 laW LT 41.19 344 300+29.97 1259' LT 41.15 345 300+39.97 11.50' LT 41.11 346 300+49.97 11.50' LT 41.06 347 299+50.03 11.50' RT 40.45 348 299+60.03 11.50' RT 40.73 349 299+70.02 10.00' RT 40.90 350 299+70.03 1259' RT 40.86 351 299+79.97 10.00' RT 41.06 352 299+80.04 18.21' RT 41.01 353 299+90.00 10.00' RT 41.23 354 30+31.06 10.00' LT 41.09 355 30+31.08 18.23' LT 41.02 356 30+21.08 10.00' LT 40.96 357 30+21.06 12.59' LT 40.91 358 30+11.06 11.50' LT 40.81 359 30+01.06 11.50' LT 40.56 360 30+01.01 11.50' RT 40.47 361 30+11.01 11.50' RT 40.72 362 30+21.01 10.00' RT 40.92 363 30+21.01 12.627 RT 40.87 364 30+31.01 10.00' RT 41.10 365 30+30.99 18.31' RT 41.05 366 300+10.02 10.00' RT 41.32 367 300+20.02 10.00' RT 41.24 368 300+20.04 18.31' RT 41.08 369 300+30.03 10.00' RT 41.18 370 300+30.03 12.62' RT 41.14 371 300+40.03 11.50' RT 41.19 372 300+50.03 11.50' RT 41.14 LEGEND CONCRETE PANEL POINT TABLE NUMBER STATION OFFSET ELEV 400 302+49.90 0.00' 42.86 401 302+59.90 0.00' 42.97 402 302+69.90 0.00' 43.15 403 302+79.90 0.00' 43.34 404 302+89.90 0.00' 43.52 302+99.90 0.00' 43.71 303+09.90 0.00' 43.60 303+19.90 t 0.00' 43.49 303+29.90 0.00' 43.38 409 303+39.90 0.00' 43.27 410 303+49.90 0.00' 43.33 411 86+95.72 0.00' 43.11 412 87+05.72 0.00' 43.16 413 87+19.72 0.00' 43.35 414 87+29.74 0.00' 43.47 415 87+39.72 0.00' 43.59 416 87+59.72 0.00 43.59 417 87+69.77 0.00' 43.46 418 87+79.72 0.00' 43.34 419 87+93.72 0.00' 43.16 420 88+03.72 0.00' 43.11 421 302+49.91 11.50' LT 42.54 422 302+59.91 11.50' LT 42.72 423 302+69.91 10.00' LT 42.86 424 302+69.91 12.62' LT 42.81 425 302+79.91 10.00' LT 43.04 426 302+79.90 18.30' LT 42.93 427 302+89.91 10.00' LT 43.31 428 87+69.74 10.00' LT 43.08 429 87+69.75 18.30' LT 42.93 430 87+79.74 10.00' LT 42.90 431 87+79.74 12.62' LT 42.85 432 87+93.74 11.50' LT 42.74 433 88+03.74 11.50' LT 42.67 434 88+03.70 11.50' RT 42.74 435 87+93.70 11.50' RT 42.89 436 87+79.70 10.00' RT 43.14 437 87+79.70 12.59' RT 43.07 438 87+69.70 10.00' RT 43.32 439 87+69.69 18.24' RT 43.22 - CONTRACTION JOINT (LONGITUDINAL & TRANSVERSE) - - CONSTRUCTION JOINT EXPANSION JOINT SEE SHEET 40 FOR GENERAL CONCRETE PANEL NOTES CONCRETE PANEL POINT TABLE MBER STATION OFFSET ELEV 440 87+59.70 10.00' RT 43.45 441 r 303+19.91 10.00' LT 43.37 442 303+19.89 18.24' LT 43.23 443 303+29.91 10.00' LT 43.20 444 303+29.90 12.59' LT 43.15 445 303+39.91 11.50' LT 43.17 446 303+49.91 11.50' LT 43.12 447 302+49.95 11.50' RT 42.55 448 302+59.95 11.50' RT 42.84 449 302+69.95 10.00' RT 43.09 450 302+69.95 1259' RT 43.08 451 302+79.95 10.00' RT 43.26 452 302+79.97 1&23' RT 43.19 453 302+89.95 10.00' RT 43.40 454 87+29.74 10.00' LT 43.32 455 87+29.76 18.23' LT 43.20 456 87+19.74 10.00' LT 43.18 457 87+19.75 12.59' LT 43.14 458 87+05.75 11.50' LT 42.78 459 86+95.75 11.50' LT 42.56 460 86+95.69 11.50' RT 42.75 461 87+05.69 11.50' RT 42.94 462 87+19.70 10.00' RT 43.13 463 87+19.69 1262' RT 43.08 464 87+29.70 10.00' RT 43.32 465 87+29.68 1&31' RT 43.19 466 303+09.95 10.00' RT 43.46 467 303+19.95 10.00' RT 43.32 468 303+19.97 18.31' RT 43.20 469 303+29.95 10.00' RT 43.19 470 303+29.95 12.62' RT 43.14 471 303+39.95 11.50' RT 43.08 472 303+49.95 11.50' RT 43.03 W = 3/8" MIN OUTLINE OF CATCH BASIN, 3 5/8" MAX MANHOLE, VALVE BOX, N OR OTHER STRUCTURE GRATING OR LID NEW PAVEMENT, TYP AND FRAME 1' MIN DIMENSION, TYP ALL AROUND ISOLATION JOINT ' POURED JOINT SEALER BACKER ROD lb = 1.25W PAVEMENT JOINT, TYP , , OUTLINE OF CATCH BASIN, FACE OF CURB MANHOLE, VALVE BOX, OR OTHER STRUCTURE CONSTRUCTION JOINT SEAL DETAIL NTS 1' MIN DIMENSION, TYP ALL AROUND ISOLATION JOINT r PAVEMENT JOINT, TYP - ISOLATION JOINT FACE OF CURB PAVEMENT JOINT, TYP r (3) #4 BAR, 30" LONG AT 6" OC TYPICAL STRUCTURE ISOLATION JOINTS DETAILS NTS W = 3/8" MIN * 5/8" MAX N I NEW PAVEMENT 3 POURED JOINT N SEALER BACKER ROD 0 = 1.25W CONTRACTION JOINT SEAL DETAIL (LONGITUDINAL OR TRANSVERSE NTS io 3/8" NEW OR EXISTING STRUCTURE OR PAVEMENT i . ' r NEW PAVEMENT POURED JOINT SEALER 1/2" 0 BACKER ROD o PREMOLDED EXPANSION JOINT FILLER, FULL DEPTH ISOLATION EXPANSION JOINT SEAL DETAIL NTS GENERAL CONCRETE PANEL NOTES 1. CONCRETE PANEL JOINT LAYOUT IS SCHEMATIC. CONTRACTOR TO SUBMIT PLACING AND JOINTING PLAN TO ENGINEER FOR APPROVAL, PRIOR TO CONSTRUCTING FORMS. JOINTS SHALL BE CONSTRUCTED PER SPEC SECTION 5-05.3(8) AND PER WSDOT STANDARD PLAN A-40,10. 2. ARCHITECTURAL SCORE JOINTS ARE NOT SHOWN FOR CEMENT CONC. SIDEWALK OR CROSSWALK AREAS. SEE URBAN DESIGN PLAN SHEETS 80-B4 FOR SCORE JOINT LOCATIONS & DETAILS. 3. LONGITUDINAL JOINTS ARE TO BE CONSTRUCTION JOINTS UNLESS PAVED BY A MACHINE CAPABLE OF PLACING AND FINISHING CONCRETE FOR TWO OR MORE PANEL WIDTHS (IN WHICH CASE A CONTRACTION JOINT IS ALLOWED). 4. ALL TRANSVERSE AND LONGITUDINAL CONTRACTION JOINTS SHALL BE FORMED WITH SUITABLE POWER -DRIVEN CONCRETE SAWS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT SAWING EQUIPMENT CAPABLE OF COMPLETING THE SAWING TO THE REQUIRED DIMENSIONS AND AT THE REQUIRED RATE TO CONTROL CRACKING. THE CONTRACTOR SHALL PROVIDE ADEQUATE ARTIFICIAL LIGHTING FACILITIES FOR NIGHT SAWING. 5. COMMENCEMENT OF SAWING TRANSVERSE CONTRACTION JOINTS WILL BE DEPENDENT UPON THE SETTING TIME OF THE CONCRETE AND SHALL BE DONE AT THE EARLIEST POSSIBLE TIME FOLLOWING PLACEMENT OF THE CONCRETE WITHOUT TEARING OR RAVELING THE ADJACENT CONCRETE EXCESSIVELY. 6. LONGITUDINAL CONTRACTION JOINTS SHALL BE SAWED AS REQUIRED TO CONTROL CRACKING AND AS SOON AS PRACTICAL AFTER THE INITIAL CONTROL TRANSVERSE CONTRACTION JOINTS ARE COMPLETED. 7. ANY DAMAGE TO THE CURING MATERIAL DURING THE SAWING OPERATIONS SHALL BE REPAIRED IMMEDIATELY AFTER THE SAWING IS COMPLETED. B. WHEN CEMENT CONCRETE PAVEMENT IS PLACED ADJACENT TO EXISTING CEMENT CONCRETE PAVEMENT, THE VERTICAL FACE OF ALL EXISTING WORKING JOINTS SHALL BE COVERED WITH POLYETHYLENE FILM OR BUILDING PAPER IN ACCORDANCE WITH AASHTO M 171. 9. LENGTH TO WIDTH RATIO BETWEEN JOINTS SHALL NOT EXCEED 1.5:1. JOINT SPACING SHALL NOT EXCEED 15'. 10. JOINT LOCATION IN SIDEWALKS SHALL BE LOCATED TO DIFFERENTIATE PANEL THICKNESS AND PAVEMENT TREATMENT, TYP. 11. ISOLATION JOINTS FOR STRUCTURES ARE NOT SHOWN ON THESE PLANS BUT SHALL BE CONSTRUCTED PER DETAILS ON THIS SHEET OR WSDOT STANDARD PLAN A-40.15 FOR ALL CATCH BASINS, MANHOLES, WATER VALVES AND MONUMENTS. 12. PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO THE CENTERLINE FOR ALL CONCRETE IN STREET. 13. CLEAN JOINTS BY SAWCUT OR HAND TOOL NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. 14. SEE CONCRETE ROADWAY JOINT DETAILS, THIS SHEET. 3 CONSTRUCTION NOTES LEGEND Qf CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE TYPE C2 PER NEW ASPHALT PAVEMENT AREA COR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 42. ASPHALT OVERLAY AREA O2 CONSTRUCT CEMENT CONC DRIVEWAY ENTRANCE TYPE C2B f CEMENT CONC. SIDEWALK OR PAVEMENT PER CDR STD PLAN 104, 104.2, & 104.4. ALSO, SEE DETAILS SHEET 42. 3 RECONSTRUCT HMA DRIVEWAY PER DETAIL SHEET 42. DRIVEWAY DWI 2ND AND WILLIAMS (NE CORNER) DWI STA 0+00 TO STA 0+45 0+00 0+45 PROFILE HOR: 1 =40 VER: 1 =2 ' I 0 3 0: P r =0 3 wY DW2 3% Max � a 23.4' w S 2ND ST A 202+4Q.&. DRIVEWAY 2 STA 0+ Q.0' G A e d DRIVEWAY DW3 DRIVEWAY DW4 DRIVEWAY DW2 2ND AND WELLS (SW CORNER) 2ND AND WELLS (SE CORNER) 2ND AND WELLS (NW CORNER) PLAN 0 5 10 20 30 SCALE IN FEET DW2 DW3 DW4 STA 0+00 TO STA 0+45 STA 0+00 TO STA 0+40 STA 0+00 TO STA 0+45 60 80 60 _ 60 a. ...... ...............� . -- ..................... rnII .............�....... ....... ... .........- II 5 EXISTING GROUND' Id a.. ............................... a ........ ............... 40 PROPOSED GROUND J 0+00 0+45 PROFILE HORc 1 -4Q VER: 1 A20 6 P'1k SURVEYED: KPG l DRAWN BY: BRAA DESIGN BY: BRAA q ¢ CHECK BY: OBP A y ry '`1yk'M;1L PROJ MGR: JF lam•' FILE: 16125DW61. dwg DATE v AC 0+50 • -LJ S 2ND ST 5 2ND SSA RIVEWAY 5 4+20A i320 DT— I a -To R d P hp a ,d 6.0' /r' f ! 2 I�I MATCH EXISTING I HMA DRIVEWAY o Lo O DRIVEWAY DW4 2ND AND WELLS (SE CORNER) DW5 STA 0+00 TO STA 0+35 60 60 E l ......_............... ................................,...........,....p............ .................... .... If] C G N 50 _50 0 50 50 - 50 50 50 G o N p 6 N. II II f)f ys ll H A II .................. R -. s II------•5 a. s a a td s s a .......� 5 s a a PROPOSED..GRUM7. -Z 13 .41 ^4.8Q;5.... ,w_M........... 40 40 PROPOSED GROUND- 40 40 - 40E70�S �!G f 1�f 10 40 EXISTING GROUND EXISTING GRDUND...:.......... • • ................. _..�............ ....... .................................. .......... ............ ............_.__. PROPOSED GROUND ... ....... ..........- ........................... :............... ................................ ..........._................................... 30 I 0+00 0+40 PROFILE HOR: i =4p VER: 1 =20 0+00 0+45 PROFILE HOR: 1"=40' VER: 1"=20' ............................................. 0+00 PROFILE OR: T = 0+35 CEMENT CONIC ROADWAY RAMP CEMENT CONIC VALLEY CURB TRANSITION BEGINS WITH 0.5" EXPOSURE CEMENT CONIC VALLEY CURB TRANSITION ENDS WITH 6" EXPOSURE, CEMENT CONIC CURB & GUTTER BEGINS i DRIVEWAY DW1 DETAIL NTS 2ND AND WILLIAMS (NE CORNER) CEMENT CONIC VALLEY CURB TRANSITION BEGINS NTH 0.5" EXPOSURE CEMENT CONIC VALLEY CURB ENDS WITH 6" EXPOSURE, CEMENT CONIC CURB & GUTTER BEGINS • a CEMENT CONC . . •� 4 ROADWAY RAMP 4 n d•' � " • 4 �Rll�ygy�� �9DWa °a.-r �� & DRIVEWAY DW3 DETAIL NTS 2ND AND WELLS (SW CORNER) :`CEMENT CONIC DRIVEWAY ENTRANCE" PAY LIMIT "CEMENT CONIC DRIVEWAY CEMENT CONC CURB & GUTTER ENDS, ENTRANCE" PAY IJMI T CEMENT CONIC VALLEY CURB TRANSITION BEGINS WITH 6" EXPOSURE r CEMENT CONIC VALLEY a ` • • "�R��WAy �TRA I CURB TRANSITION ENDS a WITH 0.5' EXPOSURE 4 ` ANC ou e 4 •r 4 r= A• {vVy . 4e ' G + 4• 10, ROADI y RAkfP CEMENT CONC ROADWAY RAMP DRIVEWAY DW2 DETAIL NITS 2ND AND WELLS (NW CORNER) CEMENT CONIC VALLEY CURB TRANSITION "CEMENT CONC DRIVEWAY CEMENT CONIC BEGINS WITH 0.5" EXPOSURE ENTRANCE" PAY LIMIT ROADWAY RAMP - "CEMENT CONC DRIVEWAY ENTRANCE" PAY LIMIT EXTRUDED CURB n , ' CEMENT CONC VALLEY CURB ENDS d 4 4+ WITH 6" EXPOSURE, O��W,q y ek��CF i CEMENT CONC CURB & GUTTER BEGINS �e � • 4 r e 7 4 A 4 p5, F� W4 CEMENT CONIC CURB & GUTTER DRIVEWAY DW4 DETAIL NTS 2ND AND WELLS (SE CORNER) 4" HMA CL Jf PG A ED 4" CSBC SUBGRD SUBGRAE SAWCUT AS INDICATED ON PLANS. NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. PROVIDE TACK AND COAT AND SEAL WITH AR4000 PARKING AND DRIVEWAY -PAVEMENT NOTES 1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. HMA DRIVEWAY DETAIL NTS 4tiA y P.l R I 'F p F`s1rn,�I. 1 a' AR' SURVEYED: KPG DRAWN BY: JRW DESIGN BY: BRAA CHECK BY: OBP PROJi JF FILE: 16125DET-RDdwg Interdisciplinary Design BID SB6¢ 400 TBcama, WA 98402 Sure liottAv¢ �2502kffvKnAeA9WDOCUMENT SB¢WB, WA 9B121 (253)62700 (206)28 1fi40 www.kpg,mm CITY OF RENT0IN iLr Wnrkx (9 APPRO F R CDNS7RyGT1ON _ % av DATE r WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRIVEWAY DETAILS y DRAWING NO 42 PROJECT NO- 16125 FED AID NO. HIPUL•STP 991 I034) C2 DATE: DEC 2019 SHEETNO. 42 OF 119 REVISION DESCRIPTION BY APP DATE J f /� \r � TI 1 - G G w -w p P Dp N.1 F I ■ CaN $S'BI.E L_ III - _ e�oN FeFE�sw 1 i CH14 TRROM STO 11950 ' 1so" 231812" �CaNC RN 3a.A I IE WE 18' Calla IE 32.8 S. Ir CONCi IF 199 W IR' rONr !] IE 365 W, 6" CONC IE 36 5 E. 6" CONC 1 o T 1� --' I T _ - ---,-_.-_- � $ .1. •3; .: .. V .. a w W Sr so Y1 I' I7 I F DUCT 9W id r" IE 34.0 E, 18" CONIC I IE 334 W. 18" CONIC N I DUCT FF=39 24 W P [B 1 069 o Z I A&I M-11 W I( iC 36.7 E, 6" CONC I IE 3.2 W, 12" CONIC m ® 1 rF-79.i 6. . Rim T TEE NSA F CAMT SEE PIPE N, CANT SEE PIPE �� I 1� 1 - •^ IE N/A. Wk OF ALL SPUICEDAR-/ I I j -6' CHLK xPPRa=N1ATE FF.4G.92 EAX SPU WATER E �9y N W Q N -� PLAN a� L _J Ju II � 0 10 20 40 60 SCALE IN FEET 70 70 ........:_SHALLOW CONCRETE INLET- CONNECT NEW PIPE 10 EXIST CB TYPE 2- STA 199+81.13, 79.23 RT-30 TO EXISTING STA 200+15.68, 3 RIM 40.34 ••-•••••••-•-- STRUCTURE RIM 40.06 IE OUT 38.65 {B'E)� fi0 IE IN 36,20 (12"S) EXPOSE D-VERIFY DEPTH IE OUT 36-80 (12" COORl71NATE 1NTH"FIFATlCH[$E UTILITY TO IE IN 37.62 (6"E) 1+�A 11ALLY'FaOW 602ECR11E CAP TO INSTALL SHALLOW DIP 40 _-CB TYPE 1 /:l 50 •'•• STA 200+19.26, 7B"16' RT " I RIM 40.04 -_--I _-IE OUT 37.23 (8"W) --� C8 TYPE 1 _ WITH ROUND FRAME All COVER 31 - STA 200+13.74 4, 79.29' RT RIM 40.32 - . IE IN 38.49 (B"W) ----lE IN 37.20 (8 E) 10 r _ -•4 n IE IN 37.05 (12"S) CONNECT EXISTING I IE OUT 37.05 (12"N)-� PIPE TO NEW " Rd, t V "- STRUCTURE 0 - ";2Is- wrWt-- - a. PROFILE HOR: i =40 VER: 1 =20 0 - ADJUST EXITING RIM TO FINISH GRADE. ROTATE _LID TO AVOID CURB RAMP ...... DETECTABLE WARNING ...SURFACE 50 1 CONCRETE INLET STA 300+36.19, 531 RIM 40.57 OUT�38.07 (6"W) SD S=2.06% PROFILE HOR: 1 -40 VER: 1 =20 70 60 L FULL OF WATER &"6UD D STRUCTURE... EXIST W RCP, -CONNECT' NEW PIPE -- TO -FASTING PIPE ............... -f -WITFI-COUPUNG' SEE SHEET 47-48 FOR ADDITIONAL STORM DRAIN ,,,,,,,,,,,66"-:fy- SPIi) CROSSING PROFILES 10 199+00 1 R � 1f-.�'Ln, - 25 GENERAL NOTES I��0' lilmilmol EXIST CO TYPE 2-48" STA 200+14.36. 14.17• RT RIM 4065 ... ............... IE IN 3&50 (15"E) ""' """ E IN 36.80 (T2'S) ... IE OUT 36.40 118% 200+00 PROFILE HOR: 1 =40 VER: 1 =20 i 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL la. CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. Lil E. 8" IRON 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE , 8" IRON , 12" CPP FOR 12" TO 18" OR SOLID WALL PVC STORM SEWER PIPE FOR 6" TO 6" + W. 8" IRON CAM PROTECTION 3• PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. NPIPES LABELED "DIP -POLY' SHALL BE CLASS 52 DUCTILE IRON PIPE 7' . 8" Kul WITH POLYWRAP. SEE SPECIAL PROVISIONS. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR wPROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: N a. TYPE 1 - RENTON STD PLAN 200.00 Lo o b. TYPE 1L - RENTON ST PLAN 200.10 + c. CONCRETE INLET - RENTON STD PLAN 200.30 4 2 o d. TYPE 2 - RENTON STD PLAN 201.00 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 1 N 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN W 7 ::3 NOTED AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS �a NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: x a. RECTANGULAR SOLID METAL COVER - RENTON STD PLAN 204.10 3 7 2 b. BI-DIRECTIONAL VANED GRATE - RENTON STD PLAN 204.30 IB" DIP c. ROUND FRAME AND COVER - RENTON STD PLAN 204.50 B. ALL CATCH BASIN TYPE 1 OR TYPE 1L WITH A ROUND FRAME AND COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 22LF 6" SO I€ 36 6 S, 12" CPR 200.40 IE 36.5 E��,�I 15' CONC 1 7 IE 36.4 A4 18" CONIC 9. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED (yAOMAN BLOCK 12" W ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. CONSTRUCTION NOTES E 372 IE 373 fi" PVC APA 40.06 Ili 137.2 E, 6" PVC �1 ADJUST EXISTING STORM DRAINAGE STRUCTURE TO FINAL GRADE. IE 363 W. 8" IRON IE 36.8 N. 12" CPR IE 362 S. 12" CPP REMOVE/ABANDON EXISTING STORM DRAINAGE PIPE. AIM 40 35 IE 37 2 E 6" PVC IE 37A1.0 � 12. CPP �3 REMOVE EXISTING DRAINAGE STRUCTURE. IE 36 8 2" CPP 32 70 4 CONNECT NEW PIPE TO EXISTING PIPE WITH COUPLING. ............................... � CONNECT EXISTING STORM DRAIN PIPE TO NEW STRUCTURE. 60 7� CONNECT NEW PIPE TO EXISTING STRUCTURE. -------- E7tl5iING' ............ x� SIN........ ......... ....................... • - FROPM. EDT LEGEND ........................ 40 p CONC INLET, CB TYPE 1 OR CB TYPE 1L WW Q CB TYPE 2 WITH RECTANGULAR FRAME Co CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WITH DIRECTION OF FLOW ........ - - - - - - - FULL DEPTH SAWCUT ......' """" " " 20 So EXISTING STORM PIPE 46 LF 16" DIP S=0.36% /�/ / REMOVE/ABANDON STORM PIPE ...........:::......... (MATCH EXISTING SLOPE) -30 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE CONNECT NEW PIPE PUBLIC UTILJTIES (SPU) WHEN WORKING NEAR �............. ............••••• TO EXISTING PIPE SEATTLE WATER MAIN. CONTRACTOR TO CONTACT ............••• ••• -• NTH COUPLING RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). 200+50 GENERAL NOTES �I v , L�I�IIt�� r „ will 42 T Qi W C8 56989 EX SPU WAT MAIN RW 11.Si UJ t E 39.7 S. 8" CPP r� . E 39.1 W, 'CON' 11 IE 39.1 E, 6" (PLUGGED) I CB 56240 Rw 41.50 f 396 N, 8" CPP IE 39 6 E, 8" CPP LJ, . CoTYPE 1 27 .,..... 14.22' RT .................... .................... ................I............. .. .......... 11 ..................... .............. _:..... .. ........... .......... 7D ...................................... STA 200+90.72, . -RIM 40.64• ..... CONNECT -FASTING PIPE-10-NEW STRUCTURE .......... ................... IE IN 37.20 (8"S)-- - ........................ ........................................ ..................................... IE OUT 36.78 (15"W) ...........I ... .... ....... ... ..................._. ....................................... ....................IE .................. IN 36.79 (1-*El --- ... CONNECT NEW PIPE 10 E*SW STRUCTURE PRRP ................ .............. PROPUSED GR01iND fir.......... .EXISTING GROUND ... .................. - - AT.0 ............... AT G6N5Ti2UCi)bN.�k.......,....AL.CONSTRU.CTION.. ............. _...__....M.LL.16°'"Di �D -......-......... .............................................------------ I I ........... ....................................... _ " S=0:37 I.. . ..........._...._.._...-.-... ........ ..................._............................................. 40 .................................. .............................. - -L -EXIST 15" CONIC_ ___ ... _- �a ......................................................................................... ........ ......................... .......................... - ............. ..._..........., SEE SHEET 47-48 FOR ......:... .................�. ..................• . ...,......... AODl1i0NAL STORM DRAIN CROSSING PROFILES .................... 10 1 200+50 EXIST CO TYPE 2-4 STA 203+06.17, T4.' RIM 42.36 IN 38 70 " IE a E IE IN 37.60 (12'S),.. IE OUT 37.60 (15"W 1E IN 37.93 (8"N)' T IE 38 8 N. 8" CONC I � fi' IRON (TIP) 17 VD 96477 RNJ 43.17 } 6' IRON (TYP) IE IIlRCCFSSiBL? FULL OF 61RT p p A' o CD O O CD_ - CD CDO Fo s D1 T AP -POLY ; R ____f s4--- ------ i 205 1 - - w 6 1 � i .� SD 36 ` r-- 41 AC 8" DIP , J ce 6an3 -009 .. 3 8i _ LTICATIOH OF ALL SPN/iEDFR AC Rill 42 IE 405 S, 6" IRON 11 42.0 402 E. 8" RIVER PIPES APFP.aYlMAIE TiL 6 84404 I IE 405 N, 8' IRON IE 401 NW, 8, IATAI. 42.65 B1 C9 8402 REW 4 S' 3E 406 5, 8" IRON {E 4W. 8" IRON 0.6 413 N. fi" METAL I IE i RIM 41.E -B' DIP LE 396 N, 8" CPP R51 i2.21 IE 376 S-W, ®CL 12" CONC IE 387 E3, SIZE/TYPE UNKNOWN 1 RIM2 7 ONLY EVIDENCERIZZLE F E-BOUND IS A TER TO PIPE PLAN IE E 38.1 EE, , 8" CPP IE 38 0 W. CPP THE STCR FROM THE EAST I12E 37 9 N, 12' CONC IE 37.9 S. 12" PVC - 0 10 20 40 60 SCALE IN FEET CB TTF'E 1 ......... _ .... ---- --------.L,-.-,,-, .. RECTANGULAR SOUD COVER. 18 ..................................... ....,.,. .............. -_........... 57A 203+91.03, 17.25' R ..................................................... .................................... RIM 42.08.. ... ....... lf IN 40.28 8"S - ......................... ............. ....... IE IN 40.27 (B'E)... CONNECT EX1STfNG PIPES.......... ....... ............ ............................. ... IE OUT 40.27 (87W)...._.." ......................................... To,NEW STRUC RE ................. .. ....:.................,EXIST CB TYPE 1 204+5335, 174 ' PT •' ........ ... .......................... • ...,..................STA ...... ....... ... ......... .:.................. ........... ................................... .....................RIM 4265 ............... 5T. f,. V............ ....................................... ................................. ..................IE OUT 40 51 (8"W).,.....,.,,.. IE IN 40.6 (8"S) --------------- - -- ---�-- y _..._ _ _ .... .................................... In ..... ....... ...... __l.......... I1......................._...._.._.............. ............... 5..................................:..........xi,. ......... ........................................................................... ...... ............... ._.I... ,, ............... .._.._.....1..,...,,.........,....,.........._........ �.... ...... .-. ..........................:...............,.... ................... ..... . ..... L^L.. y...... ...-I• ------ ........ [LF Si CB TYPE CONNECT NEW PIPE-TO-EXISPNG� - 1 PIPE MATH COUPLING-- - - .I 4}.s1 �w� •••••••. STA 203+17.81, 17.06' RT ............................................... <....... 5=0:367......' � RIM 41.99 (MATCH EXISTING PIPE SLOPE) ..................................................-------- --- ...............................,....,....._...-....................,..... � .� �. .... ........ ....... ..................................................:.......:...................... - ........,............................I......................__ ........................................,........................... K x x � IE IN 4014 (8"E),� ••• .wj...'� "�.......JE OUT 4014 (8"W)... _ I 201+00 202+00 203+00 PROFILE HOR: 1 =40 VER: '140 204+00 205+00 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12' TO 18" OR SOLID WALL PVC STORM SEWER PIPE FOR 6' TO 8". 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. PIPES LABELED "DIP -POLY" SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYWRAP. SEE SPECIAL PROVISIONS. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 - RENTON STD PLAN 200.00 b. TYPE 1L - RENTON IT PLAN 200.10 c. CONCRETE INLET - RENTON STD PLAN 200.30 d. TYPE 2 - RENTON STD PLAN 201.00 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN 204.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. RECTANGULAR SOLD METAL COVER - RENTON STD PLAN 204.10 b. BI-DIRECTIONAL VANED GRATE - RENTON STD PLAN 204.30 c. ROUND FRAME AND COVER - RENTON STD PLAN 204.50 8. ALL CATCH BASIN TYPE 1 OR TYPE IL WITH A ROUND FRAME AND COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 200.40 9. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. CONSTRUCTION NOTES �1 ADJUST EXISTING STORM DRAINAGE STRUCTURE TO FINAL GRADE, REMOVE/ABANDON EXISTING STORM DRAINAGE PIPE. 3� REMOVE EXISTING DRAINAGE STRUCTURE. $0 CONNECT NEW PIPE TO EXISTING PIPE WITH COUPLING. CONNECT EXISTING STORM DRAIN PIPE TO NEW STRUCTURE. 70 LEGEND CONC INLET, CB TYPE 1 OR CB TYPE 1L BO Q CB TYPE 2 WITH RECTANGULAR FRAME Q CB TYPE 2 WITH ROUND FRAME & COVER 50= STORM PIPE WITH DIRECTION OF FLOW --------- FULL DEPTH SAWCUT 40 sD EXISTING STORM PIPE REMOVE/ABANDON STORM PIPE NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). - I`PL',1. i• 11 NUMBER REVISION DESCRIPTION BY APP DATE FILE 181255D.dwg a � LOLL �i CI I o I E 1L-L�1 I I IE 34.8 E, 12" PVC IF ALL SPU/CEDAR- PES APPRO%IMATE C � W cDU -G g- 70 40 SD +_ Io�L 3a.21 i IE 343 S, 12" METAL I w IE 342 N, 12" METAL E 344 E. 4" METAL " IE 34 5 W, 4" METAL I FF=41 21 " E 21, I � IE 3♦,S, 12: METAL 1 jIE 35-4 E. 12" METAL E 345.N, 12" PVC g 3B 1 NW! 8" CONIC I E 341 S. 12° METAL IE 36.1 SW, 8' UNKNOWN cc I OIL/WATER SEPARATOR I i_ nrI SHROUD OVER ENDS OF PIPES PREVENTEDRfJ I I IE 35.6 W 12" SIFT ACCURATE MEASUREMENTS LOCATION OF ALL SPU/CEDAR.4 !! RIVER PIPES APPROMMATE D I MH L R 661 12 1 3 W 13377 1$ IE 3RtA 51 F.. 5" CONIC ift =9•� { IE S 6. CONC IE 350 W. S' CONC IE 35B EX ® CL B" CLAY 55 FF=410 6" WATER & TWO COMM LINES RUN N-S 12" SID PFa4R51 3 2 I 3 2 OM CENTER OF STCR -35'f DOWN _ Z } - 6 Ac 5 8 I 2. " DI 12" PVC. )DO �- - -� ----- - --- --- --_------- 3 L------ - --- i 3 nyR� PV�C9a0- `ti 12' PVC-C90D, .: � sISV ST Fib Ek_ -lc-- " ® ~} C8 13652 RN 38-17 RNI 39.72➢LE Y9 89 5 r I r- F IE 370 W, 6" CONIC IE 389 N. 3" PVC �lzwmllml_�� pql 94 �� " 5 IE 3 N, 3" PVC c RIM 3a.H 54 lE 400 5. 3" PVC IE 4 .I S, 3" PVC W " IE 36.2 SW. 4' PIC IE 400 N. 3" PVC IE 34.0 E 6" CONIC SPU WATER MAINS 11 5 Q RLLED +91SE0MWNT. 5'i DEEP _ 17 N Ru 3861 5 a 11 1E 34.9 E 6" MIC IE 346 NW, 12' WA J " 68LF 6" SO - PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 5 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. FF=4171 IID 9CHk 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE SM FOR 12" TO 18" OR SOLID WALL PVC STORM SEWER PIPE FOR 6" TO 4,8425 I IE 369 SE. 6' CONC 8" IE 36 9 NE, 6' CONC E 3441, r CONIC IE 36.5 W. 8" CONC 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 4 PIPES LABELED "DIP -POLY" SHALL BE CLASS 52 DUCTILE IRON PIPE RIM M/n5 WITH POLYWRAP. SEE SPECIAL PROVISIONS. Iyo L uJ41 aCONE4. 5Tj ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. RIM 41.96 RI 4a.1- N 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR �. PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: 3 2LF b" 50 � w a. TYPE 1 - RENTON STD PLAN 200.00 uj b. TYPE 1L - RENTON ST PLAN 200.10 N c. CONCRETE INLET - RENTON STD PLAN 200.30 ILn d. TYPE 2 - RENTON STD PLAN 201.00 ID 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 CD 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN c (n 204.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: z J a. RECTANGULAR SOLID METAL COVER - RENTON STD PLAN 204.10 - b. 81-DIRECTIONAL VANED GRATE - RENTON STD PLAN 204.30 3 a c. ROUND FRAME AND COVER - RENTON STD PLAN 204.50 I CB 92 3EXf 8. ALL CATCH BASIN TYPE 1 OR TYPE 1L WITH A ROUND FRAME AND I COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 200.40 I Iran 111u 41 L 9• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED 1 2 BRICK ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. FF=41.30 REMOVE/ABANDON EXISTING STORM DRAINAGE �3 REMOVE EXISTING DRAINAGE STRUCTURE. 5 CONNECT EXISTING DOWNSPOUTS OR ROOF DRAIN LEADER WITH NI 80 SD PIPE (SIZE AS SHOWN ON PLANS) AND REDUCER COUPLING. CONNECT TO NEAREST CB WITH 27 MIN SLOPE. REPLACE EXISTINC FRAME AND GRATE AND ADJUST TO GRADE. 6� CONNECT EXISTING STORM DRAIN PIPE TO NEW STRUCTURE. 70 LJ REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. s0 LEGEND .............. CONIC INLET, CB TYPE 1 OR C- ................. ...... " 50 Co CB TYPE 2 NTH RECTANGULAR FRAME Co CB TYPE 2 WITH ROUND FRAME & COVER •••• STORM PIPE WITH DIRECTION OF FLOW 1114 to -�- FULL DEPTH SAWCUT so EXISTING STORM PIPE 30 //////////// REMOVE/ABANDON STORM PIPE �? 20 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE -..... PUBLIC UTILITIES (SPU) WHEN WORKING NEAR ........... SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM _.DUCT)•.-.••-- 10 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 300+50 FEET OF SPU WATER MAIN(S). WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO- 45 CONVERSION PROJECT PROJECT NO 16125 FED AID NO. HIPIX- SW"17 Ia9Nl DRAINAGE PLAN & PROFILE DATE: DEC 2019 STA 296+00 TO STA 300+50 SHEET NO, 45 OF 119 GENERAL NOTES N 60 40 CB TYPE 2-48" ......... — ...................... WITH ROUND FRAME & COVER- 4..... ......... .•................... STA 300+87,73. 11.01' LT -..........._...................... RIM41.22........................... .... .....................:.................. —­IE IN 36.26 (12"E) IE IN 37.28 (8"S).........,.,..........................................:..... IE IN 36.89 (12 N).........:..-._......................... ._......,......... ....IE OUT 36.26 (12"W)................ .... ............. _............................. ......r.—. ................ EXi5T1NG-GROUND .... .AT:CON C1TON...... ." - - - FF=431y • ��L,.ES J' 'I IE 41.7 S, S PVC �-% Lifrs373 `iF'-i3.91 CB 1 HIM 43 69 " 3634 IE 41.0 Vi 6' 1fl 4370 fills 43 75 N 4'�911 N 136 l4! !S}9 IE 43 3 S. 4" CONC RIM 4417' if 423 S. 2' PVC 5 w 4 1E 42.7 N. 3" PVC IE 430 N, 3" PVC i 422 N. 3" PVC Lu RIM 4314 IE 427 S, 3" PVC aIE NIA. BRICK STCR OF WATER J r/ H 59LF 6" SO WEMPTY PLAN ,- .ill . — I 0 10 20 40 60 SCALE IN FEET ................................... .....................................................:.................................................................... .. 80 LF 12" PVC—C900......._....-.-...,t 90 LF 12" PVC—ii S-0.94% ...... ....... . ........... ...... 96...........................I... ................. ... ................ .. .. s�a ......................, .. f eKB -12" SD 31 .w — CONC TILE ....... _.. .... ................................. ........., .. - ... ... .•,.................................._ ....................-• • .......... _ ____ I 30 _.................................................,............................................:................._....................................... ...�..._._..{.... �.1 .... _—...................... ..... 12 Yi TO ABANDONED- {w. .................... .............. ...................., ........... .. , .... - I ...... .. 'i1 D {-.._.,, { , {,... ,{ AN ' R D E1 ............:................•........... .......------ ..............._... ..,...... 4 L. I PVC G949.5-0:43% ..... ................,....., ....... ,.................. . ........... i.� .... _.................... ...................... .................. . . • •..... .......�..__........... ........................... ::.......... �- - { - ...............,............. SEE SHEET 47-48 FOR � I3 3 20 ADDITIONAL STORM DRAIN T�� _ ...................... ............._...........,......1.._..1,,.........• 1........................................... N.. _ ................. . CROSSING PROFILES .... g{.................._. ~ �_..._................... ...............................__...:.........................,,....................._.......... ............. x...........--.�..�}. {.....o....��......3I. ��. �... { ... �.yk....... ........................... ............................................................I .... ... ... ... ... ........----....._.......................�..........,.................. ,ate, .,�—�,. �. �?... �, - .{y. ................. _................................. .....,...i...i................... .. ... ...N .. ............................................ �� �I WI .�� .......�..wj. ..............................................................:_...._,.,...,,.,...... _.. w�1.,,.....,...................Q ....,.............. "wGa 300+50 301+00 302+00 303+00 304+00 305+00 PROFILE HOR: 1 =40 V132: 1 =20 R. PpR SURVEYED: Ki CITY OF RENTON WILLIA 4 r�4 . -+- DRAWN BY: WRE Interdisciplinary Design DESIGN BY: WIRE BID PuhllcwII+loo Doi— 3081iotlAve �2502,leli t tiQ CHECK BY: KRS Sulle400 Tacoma, WA 9W2 DOCUMENT APPR UON8TRLICTi y PROJi JF Sea16e,WA96121 (253)627-0720 (206)26fr1640 WWw.kpgwin BY dA �% NUMBER REVISION DESCRIPTION BY APP DATE FILE: 16125SCAW9 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12' TO 18" OR SOLID WALL PVC STORM SEWER PIPE FOR 6" TO 8". 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. PIPES LABELED "DIP —POLY' SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYWRAP. SEE SPECIAL PROVISIONS. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 — RENTON STD PLAN 200.00 b. TYPE 1L — RENTON ST PLAN 200.10 c. CONCRETE INLET — RENTON STD PLAN 200.30 d. TYPE 2 — RENTON STD PLAN 201.00 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN 204.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. RECTANGULAR SOLID METAL COVER — RENTON STD PLAN 204.10 b. BI—DIRECTIONAL VANED GRATE — RENTON STD PLAN 204.30 c. ROUND FRAME AND COVER — RENTON STD PLAN 204.50 B. ALL CATCH BASIN TYPE 1 OR TYPE 1L WITH A ROUND FRAME AND COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 200.40 9• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. CONSTRUCTION NOTES OREMOVE/ABANDON EXISTING STORM DRAINAGE PIPE. �3 REMOVE EXISTING DRAINAGE STRUCTURE. CONNECT EXISTING DOWNSPOUTS OR ROOF DRAIN LEADER WITH NEW SO PIPE (SIZE AS SHOWN ON PLANS) AND REDUCER COUPLING. CONNECT TO NEAREST CB NTH 2% MIN SLOPE. REPLACE EXISTING FRAME AND GRATE AND ADJUST TO GRADE. �8 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. LEGEND CONIC INLET, CB TYPE 1 OR CB TYPE 1L ® CB TYPE 2 WITH RECTANGULAR FRAME Q CB TYPE 2 WITH ROUND FRAME & COVER STORM PIPE WTH DIRECTION OF FLOW — — — — — — — FULL DEPTH SAWCUT SD EXISTING STORM PIPE REMOVE/ABANDON STORM PIPE 20 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATILE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 10 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAINCS). GENERAL NOTES 50 20 SHALLOW CONCRETE INLET24 22 CB TYPE 1L " 25 SOLID LID ............... RIM 39.51 CB TYPE 1 STA 35+36.27, 15.22' RT E OUT 37.723(8 E) 9 �gTA .37+01.i3, 1I ' RT .........._ ................---RIM 40NTH 6NQ FRAME AND .. 38 01 8 E IE IN ( ) 74 70 70 SHALLOW CONCRETE RIM39.53.............................,..................................,t..t............................................... .......... _ IE OUT 36.34 (12"W) An IE OUT 35.90 (12"N) 60 60 E oUTSTA 037.9---- N CB TYPE 1L -- RIM 40.35 ........... ................. 73 PATH ROUNQ FRAME AND SOLID LID................................_................................:.........-....,_....................I............_.........I..".."." ( ) STA 37+01.11, 15.OB RT ............I.................I.......................... - ............CB TYPE 1 7 LF 8" DI 5=10.93 $ r 15....... __STA 200+93.97, 21.08 LT ......................... •............................ . RIM 39.70 ...... , ..: ..........................-..................lR. ) . RIM 40.35..............._................................ 50 27 C8 T7PE 1 50 IE IN 35.64 (12,S) '"............IE OUT 38.40 (8"W] STA 200+90,72. 14.22' RT IE IN 37.04 ( ................................ x g .... 34 LF. 8".DIP ............. IE IN 35.64 (17E) ....... ....,........., OT•----.. ....... 5=1:99% IE OUT 35.61 (12'N)...._... 6•{Rs2n} .......................... .....:... ..... - T ... ........40 40 [CONNECT EXI5TING ................... 55 LF 12' PVC-C9D0 f PIPE TO NEW _ w=r Y•-.. a 1 ............ 5=0.40%- .........STRUCTURE ....}... ------- 30 30 - - I 2" SO EXIST 12" ....... .......... f 11 .............�._............... 20 20 .......... ................... __ I ..f......�..�.'............ . ............... ................I ..::.:.::. SAME ........................ ........ .�---••--"-:::I�...f... I..._. ......�............ ...... .. STRUCTURE .................. 10 10 l...._.................. �. ;. .... :r1 3 PROFILE HOR: 1 =40 VER: 1 =20 70 CB TYPE 1L WITH ROUND FRAME AND SOLID LID 76 _STA 92+1445, 6.i2 RT RIM 42.25 ..... IE IN 37.93 (eW) IE IN 39.90 (81) ", 25 LF 8" DIP S=9.01%. .................. SHALLOW CONCRETE INLET ................. STA 92+14.50, 19.08' LT RIM 42.00 IE OUT 40.20 (8"E) -- „ w , 31' TOP - 38. BOTTOM TV• L, & POWER (412' (1)3. (2) 4" 24' YADE 20 0 0 PROFILE HOR: 1 =40 VER: 1 =20 74 EXIST CB TYPE 2-48" - .........• STA 2037 3+06.17, 14.19' RIM 42,36 13.LF 8" DIP S=0.54% IE IN 38.70 (8"E) IE IN 37,60 (12"S) 60 IE OUT 37.60 (15"W) SHALLOW CONCRETE INLET 77 fE IN 37.93 (B'N) S TA RT 50 NECT NEW PIPE XISTING 4� CTURE PROFILE HOR: 1 =4D VER: 1 =20 30 ID 22 LF 8" DIP -POLY 0 RIM 40.64 I. .........._ ..................... IE IN 37.20 (VS)............... ........... IE OUT 36.78 (15"W).....-- .... CONNECT EXISTING IE IN 36.79 (15"E) "' 40 - PIPE TO NEW STRUCTURE ........ .... ......._... 30 3p '�� .,. ... 30 0 CB TYPE 1L 70 ROUND FRAME & COVER -11 "STA 203+05.88, 7.74 LT' ------- -RIM 42.39------ .................... •. IE IN 39.74 (8"N) ......................... IE OUT 39.74 (8"S)........................ 60 ......... CB TYPE 1L .........ROUND FRAME AND £OV-E ...STA 203+05.74, 18.0LT, -RIM 42.4- -.................. 1C�1 ONCETE INLET IE IN 39.79 (870) -STA 203+50,32, 21. IE OUT 39.79 (8S)....... 'RIM 41.81 ..... 1E OUT 40.01 (8"W) ........ - ............... 40 ..I........... . 45 IF• 8°••DP S=0.50% ....f I .............� ......................... 10 1._.......... I5T. ,........ 1 10 PROFILE HOR: 1 =4V VER: 1 -20 CB TYPE 1 RECTANGULAR SOLID CO1 STA 202+85.85, 37,79' 1 RIM 42.08 1- - IE IN 39.10 (6"W) IE OUT 38.60 (12"E) 30 ... 20 !� �. T............... ....�...�.. .. { ... 1 5=0.50% PROFILE HOR: 1 =40 VER: 1 -20 0 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" TO 18' OR SOLD WALL PVC STORM SEWER PIPE FOR 6" TO 8". 3. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. PIPES LABELED "DIP -POLY" SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYWRAP. SEE SPECIAL PROVISIONS. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 - RENTON STD PLAN 200.00 b. TYPE 1L - RENTON ST PLAN 200.10 c. CONCRETE INLET - RENTON STD PLAN 200.30 d. TYPE 2 - RENTON STD PLAN 201.00 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN 204.00) AND VANED GRATE (RENTON STD PLAN 204,20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. RECTANGULAR SOLID METAL COVER - RENTON STD PLAN 204.10 b. 81-DIRECTIONAL VANED GRATE - RENTON STD PLAN 204.30 c. ROUND FRAME AND COVER - RENTON STD PLAN 204.50 B. ALL CATCH BASIN TYPE 1 OR TYPE 1L WITH A ROUND FRAME AND COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 200.40 9. STATIOH/CMET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN 5. 70 70 60 60 .........60 E ST C8 TYPE 2-48" ..................STA 263+07.05, 32'79 RT Si .................. RIM 42.14 ........................IE IN 37.90 (12"S) 50 _ _....... CONCRETE INLET IE OUT 37.90 (12"N) 41.9991,12, 21.0 """""- IE IN 37.90 (12"W) CONNECT NEW PIPE •••• IE RIM OUT 40.30 (8"N) TO EXISTING STRUCTURE 40 40 40 �...� ....... J. 4. ' 8" DIP S=0.51% "rr CB TYPE 1 30 RECTANGULAR SOLID COVER 30 2 18 STA 203+91.03, 17,25 RT ..... LF 12" SD 5=3.21% I. RIM 42.08 .... }} IE IN 40.28 (8"S) IE IN 40 27 WE)........ " I 20 CONNECT EXISTING � IE OUT 40.27 (8"W)0- PIPES TO NEW „__.-... ,,,•••••• _......�...I....- .._.... STRUCTURE PROFILE HOR: 1 =40 VER: 1 =20' 10 10 1......... I— ------ 1 10 0 1......... I...._.._.1 0 PROFILE HOR: 1 =40 VER: r =20 70 CB TYPE 2-46r STA 297+22.27. 16.17' LT ....... ....................... RIM 38.40 IE IN 34.76 02"E) ...... ........... ..:..... ........... ........ IE IN 35.94 (8"S) IE IN 35.94 (8"E) ........... ............_�lN�a IE OUT 34.72 (12"W) ........P-.ZR.H • .. ............:S1RUC.NR1 9 LF 8" DIP 5=4.62% ......................... 40 ............... ....... �...... 12+. W.i ... 70 _ 70 TYPE 70 70 48 12 STA 298+49.53 19.02 LT WI 298 49 FR 1E & LT 5 � RCM 39.82 INLET ............... ........ RIM 39.28 RIM 39.61 IE IN 37.61 (fi S)•.._......._•. ............•• CB TYPE 1 VAFfi ROUND FRAME &COVER STA 299+12.$3, 19.08 RT, •,•••,•• 60 IE OUT 35.80 (12"S) .IE IN 35.36 (12"E) 60 60 __,IE OUT 37.58 ($"NE}. -IE IN 35.80 ($'"N) ......IE IN 35.36 (12"N) ..... 33 LF 8" DIP -POLY 9=045-........... .. IE IN 36.66 (8"S) :.......... ......................... .............. IE OUT 35.36 (12"W) - CB TYPE 2-48" M COVER . ..................... •.._........ WITH ROUND 1. & 54 50 .. ................. I 50 55 STA 294+25.9393, 11.73 LT ••• . ............. .. ,.... POLY ..... - ------ ..... 3A..1 _EI"...WP-POLY RIM 40.37 ............... ............ I IE IN 35.70 (12"E) 5=26.47....1 IE IN 37.43 8 40 IE OUT 35.70(12"W} Y ^-._y.- ... 40.... ............ ll! 40 .... 30 I .... ................ _.......- 31) EXIST CB TYPE 1 ... { STA 297+30.73, 19.09. LT'- ..... ... ' {" RIM 38.12 ^.... ..................... IE OUT 36.30 (8"W) .............. •-..��. c . i...... .......... 20 IE OUT 36.30 (8"W) Ni EXI5F CE3 TYPE 2-4 197+20.44, 571 ..,... �........ .......... .. E IN33 00 (6"E) i0 :to ... W I . ..... El ......... - IF IN 36,20 (4'SW) CONNECT NEW IE OUT 36.20 (B'N) ...... PIPE TO EXISTING - ...4 0 PROFILE HOR: 1 =40 VER: 1 =20 70 70 CB TYPE 2-48" - WITH ROUND FRAME & COVER .. 'STA 302+12.66, 11.19' LT RIM 42.10 ....... ••LF--8� DIP -POLY 5=1.46% IE IN 37.04 (12"E)_................ ....... IE IN 39.31 (8"S) --•............... .. - CONCRETE INLET IE IN 38.81 (12"N)..................... STA 302+12.50. 19.08' RI IE OUT 37.04 (12"W) RIM 41.98 I ..................... ''"" .. ...... , IE IN 39.75 (6"S) 8 LF 12" SD 5.=1:98Y IE OUT 39.75 (8"N) _ 40EX - -.-. V-40 TV l PoAviNOT WJIM30 _I_ CB TYPE 1 f ..�pp......_.. �................ STA 302+12,70. 19.08" LT .. .....f .4...E ..... ......... . •.� .."f . .... 20 RIM 41.75 20 IE IN 39.54 (4'NE) ' IE OUT 38.97 (12"S) ...' L...�....L. f )_..Fsl ......... 10 0 I......................4 I' I' CiI z,I�......... 0 PROFILE HOR: 1 -40 VER: 1 =20 ............... I r ........I - CONCRETE INLET L..... :...I••-•••! STA 298+49.56, 19 30 i� .................. I .. RIM 39.23 8 LF 1 fE OUT 37.46 (8 N) sA ,s� ................. f:::l:::::1:::.::......... 20 .......I.....�.. -I,. �......I............� 20 _ 0 PROFILE HOP: 1 =40 VER: 1 =20 CB TYPE 1L 10 PROFILE HOR: 1 =4Q VER: 1 =20 2 WITH ROUND FRAME & COVER 70 STA 303+86.82, 11.69' LT RIM 43.04 .. _... IE IN 38.21 (121) IE IN 40.22 (8"S), IE IN 38.21 (12% IE OUT 38.21 (12"W)•-•- C7 LF I•'..! 50� CB TYPE 1 14 55 303+87,11, RIM 42.66 IE OUT 38.67 (12"S) ..... p. POWER .. NOT VXXTO ............ ......................... 60 .. .....317- POLY s_0:49x......j l CONCRETE INLET STA 303+86,84. 19.08" RT RIM 42.80 IE IN 40.37 (6"S) _ IE OUT 40.37 (8"N) 40 PROFILE HOR: 1 =40' VER: 1 =20 Y A pcma LCCATM 70 70 CB TYPE 2-48" 4 WITH ROUND FRAME STA 300+87.73, 11 RIM 41.22 60 IE IN 36.26 (12"E), IE IN 37.28 (8"S) IE IN 36.89 (12"N) IE OUT 36.26 (121 50 5a 8 LF If SO 5=! 1 C8 TYPE 1 40 STA 300+87.18, 191 RIM 40.82 4U IE IN 3&04 (6"N) IE OUT 37.37 (12"S) 30 30 /) EX TV &00WM NOT LOCATED 20 20 10 0 CB TYPE 2-48" WITH ROUND FRAME STA 304+77.25. t2 RIM 43.88 IE IN 40.88 (S-S) IE IN 40.55 (12'N) IE OUT 39.06 (121 7 LF 12" SD S=0. 50 CB TYPE 1 STA 304+77.23, 19. RIM 43.63 IE OUT 40.59 02"S 31" TOP - 35' SOT POWER (QL5- (1)2- 20 60 F 8"c P-R Y 5=3.95% .......... __ i -CONCRETE INL T' STA 300+87.76, 19.ff RIM 40.90 IE OUT 38.47 (8"N) Ec�m� PROFILE HOR: i =4o VER: 1 =2O 70 1 30 EX TR & POWER 36. TOP 40' SO OM 0 V (2)2" 0 .. ............ '32 %F:� DIP -POLY 5=1.70% . .. •••••CB TYPE 1 5TA 304+77.39, 19.21' RT - RIM 43.67 -- IE OUT 41.42 (8"N) �- - 40 o I ......... I ........ t31..61.61......*.o..... A PROFILE HOR: s =40 VET1: 7770 ' 70P - 33' BOTTOM sWr 20 GENERAL NOTES 1. REFER TO RENTON STD PLAN NO. 267.00 AND 267.10 FOR ADDITIONAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SPECIAL PROVISIONS. 2. PIPES LABELED "SD" SHALL BE POLYPROPYLENE STORM SEWER PIPE FOR 12" TO 18" OR SOLD WALL PVC STORM SEWER PIPE FOR 6" TO 8". 3. STORM SEWER PIPE. "DIP" BE DUCTILE IRON T M PIPES LABELED P PIPES LABELED "DIP -POLY" SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYWRAP. SEE SPECIAL PROVISIONS. 4. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 5. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 - RENTON STD PLAN 200.00 b. TYPE 1L - RENTON ST PLAN 200.10 c. CONCRETE INLET - RENTON STD PLAN 200.30 d. TYPE 2 - RENTON STD PLAN 201.00 6. SHALLOW CONCRETE INLET SHALL BE PER DETAIL SHEET 8 7. CATCH BASINS SHALL HAVE RECTANGULAR FRAME (RENTON STD PLAN 204.00) AND VANED GRATE (RENTON STD PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. RECTANGULAR SOLID METAL COVER - RENTON STD PLAN 204.10 b. 81-DIRECTI0NAL VANED GRATE - RENTON STD PLAN 204.30 c. ROUND FRAME AND COVER - RENTON STD PLAN 204.50 B. ALL CATCH BASIN TYPE 1 OR TYPE IL WITH A ROUND FRAME AND COVER SHALL INCLUDE A CONVERSION RISER PER RENTON STD PLAN 200.40 9• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATO PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAINS . STA 58.76' LT 2 CONNECT WITHk97+06.19, 24-x 8" TAPPING TEE & VALVE PER COR STD PLAN NO. 300.1 SEE CONNECTION 1 & 1A DETAIL, SHEET 53, STA 196+41.36 37.26' LT 1 - 12" END CAP (MJ] W/ THRUST BLOCK 2" BLOW -OFF ASSEMBLY ;y u 1 rr— STA 196+48.67 9.W LT�� 12' 11.25' BEND (MJ) S--W/ THRUST BLOCK- r G -S lub STA 196+48,99 4.98' LT "1 - 12 TEE (NJ) ' —1 - 12" END PLUG (NJ) 1 - 12" D.I. SPOOL (LENGTH AS NEEDED) _ W/ THRUST BLOCK (2) STA 196+80L 3.71'7 LT 1 - 12w 22.5' BEND (MJ} l 7 W/ THRUST BLOCK III IT- Illl + TA 196+91.34 0,37' RT o 2 CONNECT WITH 24'x12" TAPPING TEE & VALVE PER CDR STD PLAN NO. �300.1 III � _ 1. YU STA 196+91.34, 0,37' RT �.... CONNECT TO EXISTING W W ................................. IE ±32,35 (R7) STA 198+ N6 (NJ LT . 12 END ......................... ..................... f ................ 1 - CRP {MJ] W/ THRUST BLOCK.................... ..... ......:................ ..................... 2" BLOW -OFF ASSEMBLY ................. ..........:.............. ..... ... ............ . 50............................... ............ �30STING-GR A WA TER. ...... LIRE ... : ........ ... 40 ..........tW.................. • •.. ... ..... . . . . . . . - _ .. .. 30 �.. �f.................. ................. ....... IT14 �..,. I .. .............. 20 ....... .. .. 10 2- a......2- ... �' .................M..............i...--..._................. � �I tw wt....I...... j , .:- :.............. ................... 25' • • CDF PIPE • ENCASEMENT ••SEE• DETAIL- SHEET 56 RESIRA�1f0 JOINTS ..� PROFILE S 2ND STREET & BURNETT AVE S STA 197+T2.72 64,71 LT 1 - 8" SOLID LONG SLEEVE COUPLING (MJ] 8" DIP SPOOL (LENGTH AS NEEDED) STA 197+1104. 58.95' LT 1 - 8' 90' BEND (NJ) W/ THRUST BLOCK STA 196+94,25, 4.28' LT CONNECT WITH 24"02" TAPPING TEE & VALVE PER COR STD PLAN NO. 300.1 raw r�r'�iiirir�irry�r�ri irrri R 12"x6" TAPPING TEE (MJxFL) 6" GV (FLxMJ) _ STA 200+10.22 1,49' RT CONNECT WITH 12"x12" TAPPING TEE & VALVE j PER CDR STD PLAN NO. 300.1 I . I SEE CONNECTION 2 DETAIL, SHEET 54. I 1 I P T T T c IT,--- ------- --- ___J ._w ... P p P Dwy wy f coca Gu cr xu Sav1�a� � a v STA 191+58.40. 1.50' RT-� 66" SPU WATER MAIN 1 - 127 X 4" TEE (MJxFL} 1 - 4" GATE VALVE (MJxFL) r` 4" DIP SPOOL (LENGTH AS NEEDED) I RECONNECT TO EX. 4" FIRE SPRINKLER SERVICE WITH 4" SLEEVE (NJ) va STA 197+01.71 1.50' RT l - 12" 45' BEND (NJ) ROTATED DOWN l[ W/ THRUST BLOCK r L�_J NNECT TO EXISTING 24" W ±32.35 (R7 & R91) STA 196+98.20. 1.22' LT ........... ....". ................... 1 - 12" 11.25' VERTICAL BEND (NJ) ..••••••••. ....... W/ THRUST BLOCK .............. .......... STA 197+01.71. 1.50' RT 3 WATER SERVICE I" WA 8.40. 1.50, RT ....... .... ............. . . RVICE.... I- ........................... .............. .I ...... .........,.. . ..... —,....... I.. ......... . 1.2" 45' BEND {MJ} ROTATED DOWN.... ....................__ ....... .......E18S O.GROUND.............. ............... *1.. W/ THRUST BLOCK .AT- CONSTRUGTIONA .... -........ ..................................I..............::..,........... ......... ..__...,............... y j -------- ---- ----------- ---� .. .... ...... _........................,. ....... 316 LF 127 W ................ ...................................... �..............I.............� . :ry ......... eA... .......I ........ ............ ..... - .. .. ... �`jr .. .... _.......................................... r.¢...... ............. ... ..... ..�, ......E. ............. ............w ....... 75'- CF'PIPF7 ENCASEMENT ..... SEE DETAIL SHEET 56 . {< 6"..VERTICAL ..SEWER SEPARATION}............ 197+00 ........I........1.......... F•R.. f T3. LENGTH RE"rTRAINEO-J01N 198+00 STA 200+10.18. 4.46' RT 2 CONNECT WITH 12" TAPPING T PER CDR STD PLAN NO. 300.1 STA 200+1&M 4.23' RT 1 - 12" 11,25' BEND ROTATED UP W/ THRUST BLOCK AC GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 53 I rn CONSTRUCTION NOTES 0 O FURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON WATER PIPE AND FITTINGS WITH POLYWRAP. r 8 O CONNECT TO EXISTING MAIN PER CDR STD PLANS. INSTALL NEW 1' CE LINE F TO NEW M EXISTING SIZE WMAIN ^ 5 7 MAIN AFTER NEW IS INNSERVICE. SEE PROFILE FOR AND ' ! APPLICABLE CDR STANDARD PLAN. 4 FURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER COR STD i' _ PLAN NO. 310.1 AND NO. 310.3. 3 REMOVE EXISTING HYDRANT AND INSTALL 6" PLUG ON EXISTING C VALVE. J � � Lu N 6 :; _ ® ADJUST EXISTING VALVE BOX OR MANHOLE TO FINAL GRADE. n - + -' c • 12 7 ABANDON EXISTING WATER LINE. • N B INSTALL NEW 2-INCH WATER SERVICE PER CDR STANDARD PLAN N0. 1 W 320.3 WITH DOUBLE CHECK VALVE ASSEMBLY PER DETAIL, SHEET 100. Z. 1 6 10 INSTALL B" MJ PLUG AND CONCRETE BLOCK. CAP AND ABANDON z EXISTING 8" WATER EAST F VALVE. = 11 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. H 12 REMOVE EXISTING 6" GATE VALVE AND INSTALL 6" BLIND FLANGE ON TEE. CAP AND ABANDON EXISTING 6" WATER TO EAST. ` P I 7":EXISTING S s 13 REMOVE AND REPLACE CURB & GUTTER AND SIDEWALK FOR UTILITY INSTAI I AT10N. ^ STA 200+48-54, Tfi.50' RT 4 g 7 HYDRANT A LY PLAN STA 200+30.30, 1.49' RT 1 - 12' 11.25' BEND I W/ THRUST BLOCK 0 10 20 40 60 SCALE IN FEET LEGEND TER MiN -STA 200+10.22, 1.49' RT TO EXISTING 12" WATER MAIN 70 W WATER MAIN ••- i 'STA 200+18.29. 4.23' RT §111I CDF PIPE ENCASEMENT 7200, 1:50' RT...............................CONNECT IE 434.6 (RT8) 0 TAL SERVICE - .................... STA 199+99.33, 1.48' RT WATER SERVICE LINE 1 - 12" 11.25' BEND ROTATED UP ...............................ter...:.................. 1 - 12" 22.5' VERTICAL BEND-, ...............WITH THRUST BLOCK ------..... _W/ THRUST BLOCK FL TEE ............. CROSS ...................... STA 199+95.95, 1.48' RT . .......... ........ ........... ............... 1 - 12' 22.5' VERTCAL BEND BEND ..................................................W/ THRUST BLOCK .... ...... .. 50 STA 200+22.51. 3,27' R1 CAP (90VFR ............................ PROPOSED 9ROUND • ................ .......... ............. . .. . 1 - 12' 22.5' VERTICAL BEND y METER BOX W/ THRUST BLOCK - AT CONSTRUCTION' ......... ............. 40 H GATE VALVE 2....56 LF 12' W Y FIRE HYDRANT • #44 . ....... ........ ... I� COUPLING ...... ........ . _- .....1 .......... ... 30 AIR AND VACUUM RELEASE I- - .�. ..... T Ss BLOW OFF ASSEMBLY ................................................ ...................._.....a_....................................... ........ ..............i...i..............i .... I.. x ...I...... 1 . ................ ......_.. . II x —w— EXISTlNG WATER LINE ........... .......... .._ ............._._.......... _.................� .... = •• ....-• Al aT1h�'W; • ..�.............� .......... .... � ," ':..'.' ' ABANDON WATER LINE F..... ....................... W4::....:::..: ........ .................................. _ ..... .. _........I.: ... < .y1. ....---------- FULL DEPTH SAWCUT 10 w ........ .............. ................................ .........._... ....... ... .. ..........._.............�..-_..........��........�............ ... .. ...............................................-......_ - NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE ...... SEWER ......... ............... ........................ .......... ARA7l OBii............................................................. ........._................ ......., .... .... ......... • -- ..... ......... 40! ......... . RESTRAINED JOINTS PUBLIC UTILITIES (SPU) WHEN WORKING NEAR 0 SEATTLE WATER MAIN. CONTRACTOR TO CONTACT 200+50 RICHARD COX AT (206) 953-0184 WITH MINIMUM 199+00 T 200+00 72 O ANY WORK WITHIN 10 RMAIN(IOR PROFILE FEET FRSPU WATER $ /ha lri�IFA �wsw.�I.fwS,� ��r�.rarwr � a ; � JUL STA 93+$8.46, 10,26' RT 1 - 12" X 12" X &" TEE (FLxFLxMJ) ROTATED UP 1 - 12" GATE VALVE (FLxMJ) 1 - 12" END CAP (FL) WITH THRUST BLOCK 6" DIP SPOOL (LENGTH AS NEEDED) STA 93+49.04 10.29' RT 2 1- 12" LONG SLEEVE COUPLING (MJxM 12" DIP SPOOL (LENGTH AS NEEDED) T T 7 s W ------ 12" W I p6 DWY 0 L� 1 STA 202+63.54, 0,69' RT 12" 11.25' BEND (MJ) W/ THRUST BLOCK EX 66" SPU WATER MAIN STA 202+83.69. 4.49' RT 12" 11.25' BEND (MJ) I W/ THRUST BLOCK AC ........... STA 201+04.77, 1.50' RT ....... STA 201+77.55. 1.50 RI 1 2" WATER SERVICE 1.5" WATER SERVICE 60.............. PROPOSED GROUND--.......... ...... ..... ................. ............................_.................... . AT CONSTRUC110N -1.. ................. ....... ........ .------ ............ ................,..................... ........ •------ .....,EXISTING- -GROUND .............. ................ .. 50............... .:.......:....................... .... ............. AT- CONSTRUCTION••. -........................... .................-.._... ..........I~ ..:^.............................. ...............- 40 ......................... ,........_.. _. -- _ •.......... - 10 200+50 201+00 2 SEE CONNECTION 3A DETAIL, SHEET 54. � -� T f STA 93+88.46. 16.82' RT \ 1- 5' 90' BEND (MJ) ROTATED DOWN 1- 6" SOLID LONG SLEEVE COUPLING (MJ) } a 3 1- 6" GV (MJ) ` 8 6" DIP SPOOL (LENGTH AS NEEDED) V STA 93+74.97, 17.74' R� - HYDRAF�T A�f.Y 5 SEE CONNECTION 3 & CONNECTION 4 DETAIL, SHEET 54. 8 C, ACII CD o 0 0 o a a m 6 I • T 1 -, S 2ND ST �5 s °��---- �4'i_-------- 205 12 3 i I I 14 I I - wy ®dam 1 AC • Ac 5 7 j - I LOCATION PI OF ALL SPUAC SPU/CEDAR I N 5FR PIPES APPROXIMATE s D- STA 203+10.80 4.22' RT 2 5 7 1 - 12 TEE (MJ X FL) q� W/ THRUST BLOCK J�N rs 92+7RT 2 - 12" TAPPING GATE VALVE (FLxMJ) al. HTYAD AN A 0 4 I I II 12"x6" TAPPING TEE PLAN 0 10 20 40 60 SCALE IN FEET STA 203+10,80, 4.22' RT 70 CONNECT TO EXISTING 1.2" W .............. 67, 1.50' RT STA 202t83:69, 4.49' RT' ............. SERVICE 12 11.25' BEND QAJ) ..................... . .....I...................... ...................... ...................................... W/ THRUST BLOCK ............................................ .................. ...........,............. 60 ......................................... ............. _......,....................... .. .................... 4 .6 ' RT.................................. • . ---•---.......r-PROMM ..... STA 242+63.-� , 0 9 GROUND"' "' ...... 12' 11.25' BEND (MJ . ....................................... w/ THRUST BLOCK 50 202+00 PROFILE ................ ,.I—— .............. ..._. .... ................. t l CDF PIPE ENCASElIMT .................. . SEE DETAIL SHEET P16.................... ................:.............................. ...................... .. 0 203+00 203+75 •• STA 93+88,48 16.82' RT .........ICONNECT TO EXISTING 6" W ............. 60 ...... STA 93+88.46, 10.26' RT 12' X 8" TEE ................ EXISTING . o-....I................... ALONG WATER 1JNE..' ............... I ....... ... 50 . *.04, 10.29' RT W . TO EXISTING 1 ._.1i.........4:.MIN.cDVER. 40 -•- .........39 LF 12" IN ..................... . I.............. ..... ......... • • ..._. 30 .........V.... '... . . I .... STA 93+74.97,' TO-27' RT ,.If: w FIRE HYDRANT AS BLY 20 ..........:.. STA 93+60.23 10,26' RT ....................... 2" WRTER SERVICE 1 0 STA 93+84.46, 10.25' RT 2" IRRIGA110N SERVICE ................ ..... »., ... .. .......................... 0 .... . .... •. •--...................... PROFILE AT STATION 203+11 (S 2ND STREET & WELLS AVE S) GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 53 CONSTRUCTION NOTES FURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IROI. WATER PIPE AND FITTINGS WITH POLYWRAP. 0 CONNECT TO EXISTING MAIN PER COR STD PLANS. INSTALL NEW 1" WATER SERVICE LINE FROM EXISTING METER TO NEW �✓ MAIN AFTER NEW MAIN IS IN SERVICE. SEE PROFILE FOR SIZE AND APPLICABLE CDR STANDARD PLAN. FURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER CDR STD lJ PLAN NO. 310.1 AND NO. 310.3. OREMOVE EXISTING HYDRANT AND INSTALL 6" PLUG ON EXISTING VALVE. Q ADJUST EXISTING VALVE BOX OR MANHOLE TO FINAL GRADE. 4 J ABANDON EXISTING WATER LINE. �1INSTALL NEW 2-INCH WATER SERVICE PER COR STANDARD PLAN NO. �i 320.3 WITH DOUBLE CHECK VALVE ASSEMBLY PER DETAIL, SHEET 100 14 REMOVE EXISTING 8" GV AND INSTALL 8" BLIND FLANGE ON EXISTING TEE. CAP AND ABANDON EXISTING 8" WATER LINES TO EAST AND WEST. LEGEND W WATER MAIN CDF PIPE ENCASEMENT WATER SERVICE LINE TEE CROSS ry BEND i0 n CAP e METER BOX N GATE VALVE so Y FIRE HYDRANT COUPLING AIR AND VACUUM RELEASE 50 1 BLOW OFF ASSEMBLY w EXISTING WATER LINE 40 W/� ABANDON WATER LINE ----- - FULL DFPTH SAWCUT 10 NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR 0 SEATTLE WATER MAIN, CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). NUMI GENERAL WATER NOTES ® 1 F ALL SPU/CEDAR ® �I PES APPROXIMATE SD 7 296 w w G G— %I 7 I I —STA 297+0&17. 6.05 LT 5 1 - IT' TRANSITION COUPLING (RESTRAINED) , FROM 12" Cl TO 12" DIP 12" DIP SPOOL AS NEEDED r P r J 7 a W Z C' m 70 STA 197+09.66. $54.03' RT EX-s2* B-wNn"05S — 1 — 12" TRANSITION COUPLING ........................ FROM 12" Cl TO 12" DIP I .............. I ...................... ,.....At DIP SPOOL AS NEEDED ......................••••...... ...................... . .SD .. ... '�' ' 60 ......... i-FG81 VERTICAL CLEARANCE"' ........................... ................ . _ -. �wR�En kpO--......---i ....................... -,(2) 4..&.f•3Y.fT....... I ................... 12" W 50 ................... ..... ......... ......... tR•,41a)..................,..........'.........I......,-.I 50 'STA 197-151.43. 554.70 RT 1 - 12" X 6" TEE (MML W/ THRUST BLOCK ..... ......... 40 " " 12" DIP SPOOL (LENGTH AS NEEDED) s .......................�40 37•LF1 • 2' 1 --- - Ex%rl U ^r+ • •• •• f- 7•• • 5TA 297+57,13, 5.42' LT 3a —1 - 12" 45' VERTICAL BEND (MJ)- - iL............ ........ .............. �;_� .. STA 297+53.82. 5.40' LT 20 "------- I - 12" 45' VERTICAL BEND (MJ) 20 IE 133.81 --.. .................�Y.�iS...SPU-. -W........................ .—.. ......... ............. .STA 297+16:30 5.W LT • t0. .... 1 - 12 45' VERTICAL BEND (MJj- 1E t33.81 .... 10 .... STA 297+13.75, 5.96' LT .................. .... I - 12" 45' VERTICAL BEND(MJ)............................. ..-1---------- • ".5v sPU w.... I.........( .............................. ................., 0 23.94' LT STA 2974-6013 5 44' LT STA 3i+01.5D, 17.99' RT 4 HYD AN ASSEMBLY 12"x6" TAPPING TEE STA 30+54.74 18.50' RT CONNFCT WITH 12' CUT -IN LINE TEE & LOCAnON OF ALL SPU/CEDAR PER COR STD PLAN NO. 300.2 1 - 12" DIP LONG SLEEVE COUPLING (MJ) RIVER PIPES APPROXIMATE 12" DIP SPOOL AS NEEDED SEE CONNECTION 5 DETAIL, SHEET 5 STA 30+3164 18.50' RT 12' 45' BEND (MJ) W/ THRUST BLOCK ROTATED DOWN L------ -- --- - _ _ _ N ��w --- P w a-- - - -- ---- 7 WTV ® TILE 5 7 I I 7"..TER MAINS 4 STA 29+95.43, 20.48' LT 1 .SEE CONNECTION 5A DETAIL, SHEET 55, NT A Y J STA 297+49.94, 5.38' LT � I 1 - 12" X 6" TEE (MJxFL) '*`J STA 29+80,77, 9.5D' RT W/ THRUST BLOCK 1 -12" X 6" TEE (MJxFL) ROTATED UP 12" DIP SPOOL (LENGTH AS NEEDED) 1-12" END CAP (MJ) 1 - 6" GATE VALVE (FL -LA J) 6" D.I. SPOOL (LENGTH AS NEEDED) 12" D.I. SPOOL (LENGTH AS NEEDED) W/ THRUST BLOCK (2) I STA 29+80.77, 17.40' RT 1 - 6" 90' BEND (MJ) ROTATED DOWN W/ THRUST BLOCK 11 1 - 6" SOLID LONG SLEEVE COUPLING (MJ) 6" D.I. SPOOL (LENGTH AS NEEDED) STA 29+89.77, 9.50' RT STA 30+54.74, 15.60' RT 70 ­- 12" LONG SOLID SLEEVE COUPLING ( 1 -12" X fi" TEE [MJxFL) ROTA EO UP 2 MJ) 1-12" END CAP (MJ) 1 - 12" TEE (MJ) 1 - 6" GATE VALVE (FLxMJ) 1 - 12" 45- BEND (MJ) VERTICAL 6" D.I. SPOOL (LENGTH AS NEEDED) 2 - 12" D.I. SPOOL (LENGTH AS NEEDED) 60 12" D.I. SPOOL (LENGTH AS NEEDED) f1 - 12" GV (MJ) W/ THRUST BLOCK (2) W/ THRUST BLOCK 1J STA 30+48.12. ""' RT STA 29+8D.77, 17.40' RT D VACUUMAIR RELEA EMBLY............. 50 1 - 6' 90' BEND (MJ) ROTATED DOWN STA 30+32.84. 1&50' RT— W/ THRUST BLOCK 11.25' BEND (MJ)...... ...... 1 - 6" SOLID LONG SLEEVE COUPLNG (MJ) EXISTING'CROUND. 6" D.I. SPOOL LENGTH AS NEEDED AT WATER' LINE' '- """" 40 CAP AND ABANDON EXISTING 6" WATER TO NORTH- = --`-- ............. i N Lo %II F M� r), i. STA 30+48,12, 16.51' RT 2" AIR AND VACUUM RELEASE ASSEMBLY SEE GENERAL WATER NOTES ON SHEET 53. CONSTRUCTION NOTES ( FURNISH AND INSTALL CLASS 52 RESTRAINED -JOINT DUCTILE IRON D WATER PIPE AND FITTINGS NTH POLYWRAP. Q CONNECT TO EXISTING MAIN PER COR STD PLANS. 0 INSTALL NEW 1" WATER SERVICE LINE FROM EXISTING METER TO NEW MAIN AFTER NEW MAIN IS IN SERVICE. SEE PROFILE FOR SIZE AND APPLICABLE CDR STANDARD PLAN. (:1 FURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER CDR STD PLAN NO. 310.1 AND NO. 310.3. REMOVE EXISTING HYDRANT AND INSTALL 6" PLUG ON EXISTING VALVE. ADJUST EXISTING VALVE BOX OR MANHOLE TO FINAL GRADE. �7 ABANDON EXISTING WATER LINE. G) INSTALL NEW 2-INCH WATER SERVICE PER CDR STANDARD PLAN NO. 320.3 WITH DOUBLE CHECK VALVE ASSEMBLY PER DETAIL, SHEET 100. 11 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. 13 REMOVE AND REPLACE CURB & GUTTER AND SIDEWALK FOR UTILITY INSTALLATION. 15 INSTALL 8" BLIND FLANGE AND REMOVE EXISTING VALVE. CAP AND ABANDON EXISTING 8" TO SOUTH. 18 INSTALL 8" BLIND FLANGE AND REMOVE EXISTING VALVE. CAP AND ABANDON EXISTING 8" TO NORTH 6 BEND (MJ) W/ THRUST BLOCK TED UP - 11 t <7� PLAN[ �1 0 10 20 40 60 SCALE IN FEET 76 LF 12 .............. ..LF... 5 „ W MAINTAIN A MINIMUM OF 6" SEPARATION 30 STA 29+94.87, 9.5D' RT ..... it ....i k"' FROM SPU MAINS WITH 1.5" WATER SERVICE - ETHAfOAM — STA 29+96.28. 9.50' RT ............... .. ....FIR .,. ,............... E HYDRANT ASSEMBLY ............ .......1...�_.......... ...... ii 20 [STA 29+97.06, 9.48' RT •................ `' ....... — ...........^{ t ai •- —� .,.... 20 1.5" WATER SERVICE ..... I { .. ..... ..�.....v ..... . s n .. �1-� G E� 0+23.21, f0.50' RT--— BEND (MJ) ................... . ..... ...... ....... ........ RESTRAINED JOINTS- ....... • • •......' 0 PROFILE LEGEND W WATER MAIN Wes: CDF PIPE ENCASEMENT WATER SERVICE LINE Fri TEE CROSS r BEND CAP METER BOX N GATE VALVE Y FIRE HYDRANT COUPLING J� AIR AND VACUUM RELEASE 1 BLOW OFF ASSEMBLY w EXISTING WATER LINE W - — ABANDON WATER LINE - - - - - - - - - - FULL DEPTH SAWCUT NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). zj IF, affiWAWMAMA n G ' STA 88+15,00, 2.00' RT -1_— 12' 90' BEND (MJ) STA 87+6D.32 200' RT AIR AN VACUUMRELEASE A%UMULY I STA 87+55.35 i2" CUT—2.00' RT 1 CONNECT WITH IN LINE TEE & VALVE 1 PER COR STD PLAN NO. 300.3 4 STA 302+49.32 17.53' LT 5 7 YORANT A MMLY 12"x6" TAPPING TEE P — — L----'-------------------- -----J l` ' ---- ------ -- so r---- ---- w w ---- w w SEE CONNECTION 6B DETAIL, SHEET 55. GP1 —�� -- —c .Y STA 88+T5.00, 10.56' RT I L 1 — 1Y" 90' BEND (MJ) II w -- 1 — 12" SOLID LONG SLEEVE COUPLING (MJ) I g 12" D.I. SPOOL (LENGTH AS NEEDED) l p CAP AND ABANDON EXISTING 12" WATER TO SOUTH rc I I 8 STA 88+05.21 17.23' RT 4 HYDRANT ASSEMBLY Ln 7 12"x6" TAPPING TEE 5 7 STA 87+55.46 5.00' RT 2 I CONNECT WITH 12" CUT —IN LINE TEE & VALVE PER CDR STD PLAN NO. 300.3 w I' 11 u_1iEr� rrww fffiwfw�ls��► rfffiorff fw.«�^"rrw f�sf��r:�v�=� - -�-vi � r .�r•�. i rwwJ►�ffffi�. � ��+ C �ariorr��l�friffw�r����rr:sue ��� � Yt..�� e wyi� STA 87+37.24. 1 WATEREX SPU L a•I� 90* 1 W/ THRUST BLOCK SEE CONNECTION 6A DETAIL, SHEET 55.. 1 1'Il4Cillpv~it�l 70 70 ............ STA 87+48.98. 5.00' RT STA 86+90.13, 5.00' RT . ------- STA 87+46.27, 5-00' RT 12' 45' VERTICAL BEND (MJ) 0' BEND --- ••-• AIR AND VACUUM - ---- 1 60 """ RELEASE ASSEMBLY 60 ............... •......... _ ....... STA 87+55.40. 5.00' RT ...................... STA 86+90.i0, 828 RT .. . . ......................I....... ........CONNECT TO EXISTING 12" W 9 ' BEND. ......... ......... ........................ . ..... IE ±36.75 CONNECT TO EXISTING 12" W" ""' """"""' "'"""' ' '"' 12" TEE (MJ) IE ±36.30 — If 45• VERTICAL BEND (MJ) ..EXISTING GROUND........... • . -12" GV (MJ) AT WATER LINE.— � - -... .._. ......... - - — 12" DI SPOOL (LENGTH AS NEEDED) ....... .-..-.-.: ^: . 40 4� ................ 30 ......... • . �...... .... ............ 3a ......I.... .-.... - Fr1...... I.... r... .......... "---'-- ......I� ...... ?p 6' MIN '$EPARATION"" .........20 FROW SPU WATER WITH ElHAFOAI� FF ........ .................................... ��.... ul....ie gi 10 to....:i::::::::.:......................:: , _� ............ I .... ........ �I ter... }.. RESTRAINED JOINTS ................... ..... PROFILE y,ti� n. Foa. r tia v DATE �ia�sciz:a.�r.'�1e•� sr STA 87+46.27, 5.00' RT _ J 2' AIR AND VACUUM RELEASE ASSEMBLY�*� �+� 7 5 STA 86+94.22 17.21' RT 4 HYD AN AS 8LY I STA 86+s0.10. 5.2'S RT 1 — 12" 90' BEND [A1J) EMPTY 1� 1 — 12" SOLID LONG SLEEVE COUPLING (MJ) �• 12" D.I. SPOOL (LENGTH AS NEEDED) = I CAP AND ABANDON EXISTING 8" WATER TO NORTH PLAN 0 10 20 40 60 SCALE IN FEET 70 70 STA 87+60,32, 2,00' RT AIR AND VACUUM RELEASE ASSEM L $0............................................... STA 87+6Z50, 2.00' RT 60 STA 87+55.35. 2.0(Y RT 1 — 12 45BEND VERTICAL (MJ) .....I......... CONNECT TO EXISTING 12" W .... STA 87+65.50, 2,00' RT ........ IE ±36.75 71 — 12" 45' BEND VERTICAL (MJ).............. 54 12" TEE (MJ) 12" 45' VERTICAL BEND (MJ) J ' �••••• ••• •• . • • • FJaSTING' GROUND" 2-12" GV (MJ) AT' -WATER' LINE----' 12" DI SPOOL (LENGTH AS NEEDED) = ... = = - 40 ........................................ ...,....,.._..._...._..- 40 iac i r yr 1' MIN SEPARATION 30 "" FROM 12" SD STA 203+03.25, 54226' f 1 — 12" 45' BEND VERTt 20 10 f � .................. .......... ... T..... ............. L(m............. . ................ STA 88+05,21. 2.00" RT I ............ FIRE HYDRANT A _LY .....,.STA 88+09,70, 2.00' RT............. .............2" WATER SERVICE ............. ...... . ---'STA N+15.00, 2.D& RT .................'90 .._..... ----STA 88+15,00, 10.56' RT ..............__. a• BEND, CONNECT TO EXISTING 12" W' ............. IE ±37.9 RESTRAINED JOINTS PROFILE 0 GENERAL WATER NOTES SEE GENERAL WATER NOTES ON SHEET 53 CONSTRUCTION NOTES FURNISH AND INSTALL CLASS 52 RESTRAINED —JOINT DUCTILE IRON WATER PIPE AND FITTINGS WITH POLYWRAP. �2 CONNECT TO EXISTING MAIN PER CDR STD PLANS. !�1 FURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER COR STD i4J PLAN NO. 310.1 AND NO, 310.3. J • REMOVE EXISTING HYDRANT AND INSTALL 6" PLUG ON EXISTING VALVE. E305 6 ADJUST EXISTING VALVE BOX OR MANHOLE TO FINAL GRADE. I I 70 ABANDON EXISTING WATER LINE. � INSTALL NEW 2—INCH WATER SERVICE PER CDR STANDARD PLAN NO. f§ 8 320.3 WITH DOUBLE CHECK VALVE ASSEMBLY PER DETAIL, SHEET 100. — _aK AIL REMOVE EXISTING WATER METER AND BOX. 15 INSTALL 8" BLIND FLANGE AND REMOVE EXISTING VALVE. CAP AND ABANDON EXISTING 8" TO SOUTH. LEGEND W WATER MAIN CDF PIPE ENCASEMENT WATER SERVICE LINE FT I TEE CROSS rti BEND CAP e METER BOX N GATE VALVE Y FIRE HYDRANT COUPLING 1}� AIR AND VACUUM RELEASE 1 BLOW OFF ASSEMBLY w EXISTING WATER LINE fi� fi WI-7Y7L7L`fl- ABANDON WATER LINE — — — — — — — — — — FULL DEPTH SAWCUT NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAINS. STA 197412,72, 64.71' LT 1 - 8' SOLID LONG SLEEVE COUPLING 8" DIP SPOOL (LENGTH AS NEEDED) STA 197+06.19, 58.76 LT 1 - 24" X B" TAPPING TEE (FL) W/ THRUST BLOCK l} 1 - 8" TAPPING GATE VALVE (FLxMJ) 1 DUCT • T � (T P P T- r T- P—� CDi „iR a DUCT W CONNECTION 1-\ ----12" ---- S 2ND ST CDF PIPE PER DETAIL SHEET 56 I 66" DIA SPU — W—WATER MAIN STA 196+84.81. 3.71' LT 1 - 12" 22-5' BEND (MJ _W/ THRUST BLOCK ,r w 1 ` ff / T CONNECTION 1A STA 197+13.04 58.95' LT 1 - 8" 90' BEND (MJ) W/ THRUST BLOCK YI / - DUCT T U P 7!ti f v 0. AT&T STA 196+94.25, 4.28' LT 1— 24" X 12" TAPPING TEE (FL) r W/ THRUST BLOCK T-1— 12" TAPPING GATE VALVE (FLxMJ) — 1 — 12" 11.25' VERTICAL BEND (MJ) 9- 2 - 12" D.I. SPOOL (LENGTHS AS NEEDED) s I y s s- --- -----1��_---------_^- CDF PIPE ~ w w ENCASEMENT w w PER DETAILSHEET f 'SPA 197+01.71. 1.50' RT 56 I 12" 45' BEND (MJ) ROTATED DOWN ------- F— so oar w. W/ THRUST BLOCK P STA 196+91.34. 0.37' RT - r I 1 - 24" X W TAPPING TEE (FL) 1 - 12" TAPPING GATE VALVE (FLxMJ) `I W/ THRUST BLOCK CONNECTION 1 & 1A DETAIL S 2ND ST & BURNETT AVE S SEE PLAN & PROFILE SHEET 49 AND SEE DETAILS THIS SHEET w 66" 3 8" W B" GV If GV 3 24" W a s" w W w w W a' W w w CONNECTION 1 & 1A EXISTING CONDITION NTS EX 24" MAIN -1 NEW 12" MAIN VERTICAL CROSS PER CDR STANDARD PLAN NO. 30�.6 FINAL CONNECTION BY CITY FORCES 12" SLEEVE (MJ X MJ) ' EX 24" MAIN _FINAL CONNECTION BY CITY FORCES 12" SLEEVE (MJ X MJ) - VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 NEW 12" MAIN CONNECTION 1 CONSTRUCTION COORDINATION SEE CDR STANDARD PLAN NO. 300.1 FOR ADDITIONAL CONNECTION DETAILS EX 8" MAIN-.. y ... ,I NEW 8" MAIN-` FINAL CONNECTION BY CITY FORCES VERTICAL CROSS PER CDR STANDARD PLAN NO. 300.6 CONNECTION 1A CONSTRUCTION COORDINATION SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL CONNECTION DETAILS GENERAL NOTES 1. REFER TO CITY OF RENTON STANDARD PLAN NO. 300 FOR WATER INSTALLATION PLAN GENERAL NOTES. 2. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 3. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5• ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINT'S PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (OD) OF ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). 7. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 10. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. 12. PROVIDE 10' MIN HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES UNLESS OTHERWISE SHOWN ON PLANS. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MIN VERTICAL SEPARATION FOR STANDARD INSTALLATION. 13. ALL MECHANICAL JOINT (MJ) FITTINGS AND VALVES SHALL HAVE WEDGE -RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR TO ROMAC ROMAGRIP IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. 14. RESTRAINED JOINT PIPE SHALL CONSIST OF PUSH -ON JOINT PIPE WITHE SEPARATE RESTRAINT HARNESS PER SPECIAL PROVISIONS. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN 5 . r,� W rl r STA 200+10,22. 1.49' RT 1 2 12" X 12" TAPPING TEE (FL) W/ THRUST 1PBLOCK " TAPPING GATE VALVE (FLxMJ) �r s s �E NECTION 2- c W T" — SO 2w+10.18 4.46' RT 66' DIA SPU X IF TAPPING TEE [FL) WATER 1rIAINNPP - THRUST BLOCK TAPPING GATE VALVE (FLxMJ) CONNECTION 2 DETAIL S 2ND ST & WIWAMS AVE S SEE PLAN & PROFILE SHEET 49 AND SEE DETAILS THIS SHEET CONNECTION 2 EXISTING CONDITION NTS EY 12" MAIN - FINAL CONNECTION BY NEW 17" MAIN CITY FORCES 12" SLEEVE (MJ X MJ) VERTICAL CROSS PER VERTICAL CROSS PER 7 CDR STANDARD PLAN COR STANDARD PLAN NO. 300.6 NO. 300.6 FINAL CONNECTION BY CITY FORCES NEW 12" MAIN 12" SLEEVE (MJ X MJ) I CONNECTION 2 CONSTRUCTION COORDINATION SEE CDR STANDARD PLAN NO. 300.1 FOR ADDITIONAL CONNECTION DETAILS REVISION DESCRIPTION I BY I APP I DATE CONNECTION 3A rn If PL -r on BRI, n Lro-nc -STA 93+ 16.62' RT BEN 1- 6" 90' BEND (MJ) ROTATED DOWN El- 6" SOLID LONG SLEEVE COUPLING (MJ) STA 93+6$.46 10.26' RT 1- 6" GV (MJ) 1 - 12" X 12" X 6" TEE (FLxFLxMJ) ROTATED UP 6' DIP SPOOL (LENGTH AS NEEDED) 1 - 12" GATE VALVE (FLxMJ) �1- 12" END CAP (FL) WITH THRUST BLOCK 6"DIP SPOOL (LENGTH AS NEEDED) H 264 TA W o J IRON (TYP) 4A STA 93+49.04 10.29' 1- 12" LONG SLEEVE COUPLING (MJxMJ) 3 C) • C t DIP SPOOL (LENGTH AS NEEDED) CONNECRICK _ [`{ Al2" — o W/TO Q — T p tiL1 a _ T STA 203+10.80, 4,22' RT — - T a T — 12" TEE (MJ X FL) —S S 5 W/ THRUST BLOCK 2 — 12" TAPPING GATE VALVE (FLxMJ) SDST 23 �• V� W r 66" DiA SPU WATER MAIN CONNECTION 4 CONNECTION 3, 3A & CONNECTION 4 DETAIL S 2ND ST & WELLS AVE S SEE PLAN & PROFILE SHEET 50 AND SEE DETAILS THIS SHEET NEW 12" CAL CROSS PER STANDARD PLAN 3DO.6 CONNECTION TY FORCES (5A) EX 6" (6) EX 12" MAIN CONNECTION 3 & 3A EXISTING CONDITION NTS EX 6" NEW 12- MAIN- FINAL CONNECTION BY CITY FORCES GENERAL NOTES SEE GENERAL WATER NOTES SHEET 53. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTICE PRIOR TO ANY WORK WITHIN 10 FEET OF SPU WATER MAIN(S). 3 6" GV A6ANDONED f 12" W 'L12° W 66" W 12" GV w w�-w�W� IS" GV 0*-~ W 12" GV 6" W 12" W-" F CONNECTION 4 EXISTING CONDITION NTS VERTICAL CROSS PER NEW 12" MAIN-j CDR STANDARD PLAN I NO. 300.6 VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6\ FINAL CONNECTION BY CITY FORCES - 12" MAIN EX 12" MAIN 12" MAIN CONNECTION 3 CONSTRUCTION COORDINATION CONNECTION 3A CONSTRUCTION COORDINATION CONNECTION 4 CONSTRUCTION COORDINATION SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL CONNECTION DETAILS SEE CDR STANDARD PLAN NO. 300.5 FOR ADDITIONAL CONNECTION DETAILS SEE CDR STANDARD PLAN NO. 300.2 FOR ADDITIONAL CONNECTION DETAILS a, r� •-- " SURVEYED: KPG DRAWN BY: JRW ■}< CITY OF RENTON ., WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT DRAWING NO. 54 PROJECT N0. 16125 DESIGN BY: WRE Interdisciplinary Design BID 1%07Public Works Department HIPUL-STP 99 FED AID NO. ,UQ �hn1. LT"�` ry CHECK BY: KRS PROJ MGR: JF 7t3lEicaRr_ i962heamnAre iawxr,wmg DOCUMENT &4kv,WASE121 (�g}6TI-0P20 INBj�&16i� ■1nr}G7oon APP 4 CONSTRUCTION BY DATE WATER DETAILS q DATE: DEC3019 SHEETNO- 54 OF 119 ■ FILE: 16125WAT_DETdwg L _ Ikbl TA 30+54.74. 18.SO' RT = ! - 12' LONG SOLID SLEEVE COUPLING (MJ) COINECT0-- 12" TEE (MJ) sD - 12" 45' BEND (MJ) VERTICAL - 12" D.I. SPOOL (LENGTH AS NEEDED) —sD - w w - 12" GV (MJ) S 3RD ST /rTHRUST BLOCK r --- W— G 1 �k 21— G -} _ G ---f G Elm 5 l �a l� ,Att'� •R G Is I - FF3ll I II CONNECTION STA 88+15.00, 10.56' RT 1 -- 12" 90- BEND (MJ) 1 - 12" SOLID LONG SLEEVE COUPLING (MJ) 12" D.I. SPOOL (LENGTH AS NEEDED) G " CAP AND ABANDON E]q TINC 12' WATER TO SOUTH 4� EMPTY — p co �J n 1 -12" X 6- TEE (MJxFL) ROTATED UP , BIKE RACK 1-12" END CAP (MJ) 1 - 6" GATE VALVE (FLxMJ) STA 29+80.77, 17AO' RT 6" D.I. SPOOL (LENGTH AS NEEDED) _�^ - _ 1 - 6' 90' BEND (MJ) ROTATED DOWN 12" D.I. SPOOL (LENGTH AS NEEDED) -I 1 THRUST BLOCK W/ THRUST BLOCK (2) I I---- 1 - 6" SOLID LONG SLEEVE COUPLING (MJ) CONNECTION 5A 6" D.I. SPOOL (LENGTH AS NEEDED) ��E~=i=CAP ANQ ABANDON EXISTING 6" WATER TO NORTH �i s I �fi� TC�ir. CONNECTION 5 & 5A DETAIL SEE PLAN & PROFILE SHEET 51 AND SEE DETAILS BELOW CONNECTION 5 & 5A EXISTING CONDITION NTS I - 12" TEE (MJ) 1 - 12" GV (MJ) - SOUTH �T1 - 12" 45' VERTICAL BEND (MJ) 2 - 12" SOLD LONG SLEEVE COUPLING (MJ) '12" DIP SPOOL (LENGTH AS NEEDED) _1 - 12" GV (FLxMJ) - SOUTH cSTA 87+55.35, 2.00' RT �1 — 12" TEE (MJ) ROTATED UP =1 - 12" 90" VERTICAL BEND (MJ) -°1 - 12" SOLID LONG SLEEVE COUPLING (MJ) -1 - 12" GV (MJ) - NORTH _1 - 12" GV (MJ) - WEST =12" DI SPOOL (LENGTH AS NEEDED) SD w 1 I I S 3RD S CONNECTION TO ER EXISTING WATER MAIN CUT IN -LINE y TEE &ONE VALVE EX 12" MAINS �a FINAL CONNECTION f' BY CITY FORCES 63 TA VERTICAL CROSS PER NEW 12" MAlN CDR STANDARD PLAN NO. 300.6 DUCT CONNECTION 5 CONSTRUCTION COORDINATION SEE CDR STANDARD PLAN NO. 300.2 FOR ADDITIONAL CONNECTION DETAILS 66' DIA SPU WATER MAIN °�-11 I �51.5' DIA SPU WATER c GENERAL NOTES SEE GENERAL WATER NOTES SHEET 53. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTllJT1ES (SPU) WHEN WORKING NEAR 12' W SEATTLE WATER MAIN. CONTRACTOR TO CONTACT RICHARD COX AT (206) 953-0184 WITH MINIMUM 72 HOURS NOTCE PRIOR TO ANY WORK WITHIN 10 � FEET OF SPU WATER MAIN 5 . i� IN w 51.5" W Ir D 8" W F CONNECTION 6 & 6A EXISTING CONDITION NTS Lu a - 3 J — TV CONN ON fiY NEW 12' MAIN w M1 VCRT1CnL CROSS PER I COR STANDARD PLAN NO. 300.6 -FINAL CONNECTION m BY CITY FORCES w R` 3 ae (5A) EX 6" MAIN-- ,; (6) EX 12" MAN N ~ I CONNECTION 5A & 6A CONSTRUCTION FlCOORDINATION SEE CDR STANDARD PLAN NO.300.5 FOR ADDITIONAL CONNECTION DETAILS 12" GV � � 66" W 12' W W N W iW W W STA 86+90,13, 5.00' RT,STA 86+90.10. 8.28' RT 1 - 12' 90' BEND (MJ) 1 - 727 90' BEND (MJ) W/ THRUST BLOCK f! w 1 - 12" SOLID LONG SLEEVE COUPLING (MJ) JLlll� CI.ONNECTI01� 6A �- 112" D.I. SPOOL (LENGTH AS NEEDED) II I CAP AND ABANDON EXISTING 8" WATER TO NORTH CONNECTION 6 & 6A DETAIL SEE PLAN & PROFILE SHEET 52 AND SEE DETAILS BELOW EX 12" MAIN -FINAL CONNECTION BY CITY FORCES JIIL " __ -- VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 __—NEW 12" MAIN CONNECTION 6B CONSTRUCTION COORDINATION SEE COR STANDARD PLAN NO. 300.3 FOR ADDITIONAL CONNECTION DIET NEW 12' FINAL CONNECTION BY CITY FORCES - EX 12" MAINJ CONNECTION TO EXISTING WATER MAIN CUT IN -LINE TEE & TWO VALVES-) VERTICAL CROSS PER COR STANDARD PLAN NO. 300.6 -FINAL CONNECTION BY CITY FORCES -VEilT1GAL CROSS PER COR STANDARD PLAN NO. 300.6 -NEW 12" MAIN CONNECTION 6 CONSTRUCTION COORDINATION SEE COR STANDARD PLAN NO. 300.3 FOR ADDITIONAL CONNECTION DETAILS t,A,' q S 2ND STREET I l I t 30" I I 8,75' 4.50' _1 4.00'-5.00' I \ ' 5.00' I 4.00' . 1 I 66" SPU WATER MAIN 12" RESTRAINED JOINT DUCTILE IRON PIPE FINISH GROUND 6.70'-7.10' 6 12'SS (PVC—C900) 0 M 0 CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT S 2ND ST -WATER & SEWER UTILITY CLEARANCES CROSS SECTION FROM WILLIAMS AVE S TO BURNETT AVE S NTS BACKFILL PER TYPICAL UTILITY TRENCH SECTION DETAIL, SEE SHEET 8 CONTROLLED DENSITY FILL (CDF) PIPE ENCASEMENT AS SHOWN ON PLANS AND DETAILS CONTROL DENSITY FILL PIPE ENCASEMENT FOR WATER & SANITARY SEWER UTILITY SEPARATION REVISION DESCRIPTION UNDISTURBED SOILS i S MD STREET I 5' I I I 36" MIN 44" (G16) t 63" 1 12" GATE VALVE (MJ� f 76" IN t15" 2" GAS WITH 6" CASING r 1 (TO BE RELOCATED) I 1 12" RESTRAINED JOINT DIP I 1 � � \ 7.89' f 51.5" SPU WATER MAIN 66" SPU WATER MAIN �5.5 I FINISH GROUND 12"-90' BEND (MJ) I I 67- (R44)—IMUJAMS 66" (R72)—WELLS S 3RD STREET WATER INSTALLATION (CROSS SECTION LOOKING WEST AT WILLIAMS AVE S & S 3RD STREET AT WELLS AVE S & S 3RD STREET NTS 12" TEE (MJ) CONNECT TO EXISTING 12" EAST —WEST WATER ;. R. ea SURVEYED: KPG DRAWN BY: WRE ��� ft CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT DRAWING NO. 56 PROJECT NO. 16125 — DESIGN BY: WRE Interdisciplinary Design BID Public Works Department HIPUL-STP" FED AID NO. t O _ ry 1�51 CHECK BY: KRS PROJ MGR: JF 3131610Ae Z�2ldfes[6 Are &6am TamaWAWA DOCUMENT SMXWMg2*A�121 1P11 APP FOR CONSTRUCTION n /j� By DATE./f/G/ WATER DETAILS `� jm DATE: DEC 2019 SHEET NO. 56 OF 119 6r �ti FILE: 1fi12555_DET.dwg1000'� WNJX !i _ j nwilp !E 3 E, 12" CONC } IE <I .i It-S, METRO SEW 5t(RIi0011EFP TO MEASURE 1 � I t tax CL 12" CONC I _ ` iill —J I I 3 sswl 1 { \ r •-- ;ie IE 320 S,E-N ® CL 12' CONC I \ C �- :( P T�� I 1 ' ill M�111111 196+00 INUMBERI REVISION DESCRIPTION U) UJ Lu l� m 19 /+UU BY I APP I DATE SPU WATER MAIN P �Y�F7 eye Y a F/J+JF3//.�J�ISJr reran •Ilil! 1'OT V V PROFILE SURVEYED: WR DRAWN BY: WRE - Interdisciplinary Design DESIGN BY: WIRE 31318IaBAve 2502Jefferson Ave ,LO CHECK BY: KRS 6uBe400 Tacame,WA9W2 PROJMGR: JF Seattle, WA98121 0fi)28E-16W (253)627-0720 www.kpg com FILE: 1612555.dwg (2 BID DOCUMENT T G N Y w LO j w w N owwww W G A /n W W-"I Q � w � I a PLAN 0 10 20 40 60 SCALE IN FEET CITY OF RENTON Pub1k Woc1u GpplAmam APP V GONSTRVCTIOei �� GENERAL NOTES 1. REFER TO CITY OF RENTON STANDARD DETAILS FOR SANITARY SEWER NOTES AND SPECIFICATIONS. 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. CONTRACTOR TO PERFORM ALL REPAIRS IN EXISTING SANITARY SEWER MAIN PRIOR TO INSTALLING CURED IN PLACE PIPE (CIPP) LINING. CONSTRUCTION NOTES 1 REMOVE EXISTING SANITARY SEWER PIPE. 3 CONNECT NEW SANITARY SEWER PIPE TO EXISTING MANHOLE. RE —CHANNEL MANHOLE. OINSTALL CURED IN PLACE PIPE LINING IN EXISTING 12" CLAY SANITARY SEWER MAIN AND THROUGH REPAIRED PIPE SECTIONS PI PROJECT SPECIFICATIONS. �7 ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE. $ CONTRACTOR TO PREPARE AND SUBMIT A SEWER BYPASS PLAN f CITY APPROVAL FOR EACH SEWER MAIN SECTION IMPACTED BY CONSTRUCTION OF NEW PIPE OR CURE IN PLACE LINING. LEGEND PROPOSED SANITARY SEWER s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER SS SS— EXISTING SIDE SEWER ffiS5ff�8FffH�f� ABANDON EXISTING SEWER PIPE NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTIUTIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SEWER PLAN & PROFILE STA 196+00 TO STA 200+50 DRAWING NO. 57 PROJECT NO, 16125 FED AID NO, HIPlJL-STP * �10341— DATE DEC 2019 SHEET NO. 57 OF 119 r- LU LLI in 0 In 0 0 N Q H N W Z J 2 U H Q PLAN AL 0 10 20 40 60 SCALE IN FEET 200+50 201+00 LULtUU LUJTUU 111vv PROFILE s CIPP LINING OF EXISTING SANITARY SEWER s EXISTING SANITARY SEWER ss ss EXISTING SIDE SEWER Trim �'$frrrrf ABANDON EXISTING SEWER PIPE I. RC7CR IV Lill Uf RCIYIUR 31MIlUMRU UCIMILJ FVR JMIYIIMI\I -LIN NOTES AND SPECIFICATIONS, 2. PIPES LABELED "SS" SHALL BE PVC SANITARY SEWER PIPE. 3. SEWER PIPE BEDDING SHALL BE PER CITY OF RENTON STD. PLAN 405. 4• STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE MH STRUCTURE. 5. CONTRACTOR TO PERFORM ALL REPAIRS IN EXISTING SANITARY SEWER MAIN PRIOR TO INSTALLING CURED IN PLACE PIPE (CIPP) LINING. CONSTRUCTION NOTES Q3 CONNECT NEW SANITARY SEWER PIPE TO EXISTING MANHOLE. RE —CHANNEL MANHOLE. QLOCATE AND REMOVE BROKEN 12" CLAY SEWER PIPE AND REPLACE WITH 12" PVC SEWER PIPE. REPAIR COUPLINGS SHALL BE FERNCO STRONG —BACK OR APPROVED EQUAL ❑6 INSTALL CURED IN PLACE PIPE LINING IN EXISTING 12" CLAY SANITARY SEWER MAIN AND THROUGH REPAIRED PIPE SECTIONS PER PROJECT SPECIFICATIONS. O7 ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE. ❑8 CONTRACTOR TO PREPARE AND SUBMIT A SEWER BYPASS PLAN FOR CITY APPROVAL FOR EACH SEWER MAIN SECTION IMPACTED BY CONSTRUCTION OF NEW PIPE OR CURE IN PLACE LINING. NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES (SPU) WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION NITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. 4 7GENERAL NOTES SIGNAL HEAD ASSIGNMENTS �" — - " r — — 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOTIAPWA STANDARD INDICATES HORIZONTAL PLUMBIZER PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD LOCATION, TYP (TYPE "M" MOUNTING, SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PP I 7 PLANS. MAST ARM MOUNT) I + 1 4 8 3 ^ _ 7 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY r OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE R 12" 1 I f I ENGINEER FOR RESOLUTION. ,,,� lI 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL rrr rL 7 �, °- 8r -_� /W._] SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT Y 12" 18 6 1, 8 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL 12 2$ g I I CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT 9 :,; 1 �+=L1... 3 1&7 (425) 430-7423. VEHICLE HEADS: PEDESTRIAN HEADS: C 1 �' I � A r , 21, 22, 61, 62, # 28, 29, 48, 49 _ x 1D a• 1 1 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR o• _ GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN 81 & 82 68, 69, 88 & 89 16 I �+ 2 19 - - ;+. �= THE FIELD PRIOR TO INSTALLATION. PHASE SEQUENCE DIAGRAM _ - -�: -• 3 �,JJ I 7 I 1 1` r I ,11-t4 tfi - --- _ _.. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO F EXCAVATION. 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. B. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9 ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE o - l �: i I 7 ' T - T• 611" f ;t D�I i r 8- T INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. _ VEHICLE MOVEMENT 138 4 l 6F r 88 21 q -g Y; I f J ► PEDESTRIAN MOVEMENT 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" OF COVER. a --R— CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. SO 12. FOR CONSTRUCTION NOTES, WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH NOTEALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL ' :.- -� _ v X -- _ ---EXI BUTTON SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW - - _ _ _ _ 82 f ` - - - - SHEET 60. FOR TRAFFIC SIGNAL WIRING DIAGRAM SEE SHEET 61. RETROREFLECTIVE TAPE. MOUNTINGS SHALL BE PER SIGNAL POLE - fl T1P 13. FOR FIBER OPTIC PLAN SEE SHEET 76. EQUIPMENT SCHEDULE, SHEET 60 (MATCH POLE COLOR). ALL SIGNAL HEAD ° HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL 199+00 81; � - - 14. FOR TRENCH DETAIL SEE SHEET B. BACKPLATES SHALL BE BLACK COLOR (FRONT) AND YELLOW COLOR S 2ND ST- 1 15. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. (BACK) PER SPECIAL PROVISIONS. m-_ g. - 1 �811- _ _ can. PTZ1' — F r w T T - v' T 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE NTH SOLID SYMBOLS, - _ -r - I I ,1 = % EX2 SHALL BE EQUIPPED WITH "Z" CRATE VISORS, SHALL BE COUNTDOWN TYPE LEGEND AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA -"i! ` 1' j;' ] STING Na DESCRIPTION REQUIREMENTS. MOUNTINGS SHALL BE PER SIGNAL POLE EQUIPMENTEXI- --5� - 211 SCHEDULE, SHEET 60 (MATCH POLE COLOR). ALL PEDESTRIAN SIGNAL„_ 3 3 ` �. ELEC CAL DECORATIVE SIGNAL POLE WITH MAST HEAD HOUSINGS SHALL BE YELLOW COLOR. SEE SPECIAL PROVISIONS. g 5 - „I•.�P SERVI E ARM AND DECORATIVE LUMINAIRE PB ° P CABIN "S1" 1 �3 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. SEE 3 TYPE PPB POLE W1TH PUSHBUTTON SPECIAL PROVISIONS. - ROADWAY LUMINAIRE AND POLE VIDEO DETECTION DECORATIVE PEDESTRIAN LUMINAIRE EVPE SCHEDULE SCHEDULE d L Co r .' AND POLE ILU # PHASES # PHASES > t I SIGN SCHEDULE p� VEHICLE SIGNAL HEAD A 02 VDA 02 Q B NOT USED VDB NOT USED t � 1- N .- WHITE LETTERS ERS SPARE TENON \ 19 5 ION GREEN f :. �«► PEDESTRIAN SIGNAL HEAD D 08 VDD 08 J � BACKGROUND ` EMERGENCY PRE-EMPTION DETECTOR - -'` - - - - - T - - - - 1� WHITE O3 Jr. _ O 2G 3 4. . 1� VEHICLE DETECTION CAMERA + 2 Oa --- =1 BACKGROUND T � _ D3-1 (18" x 108")� D3-1 (18" x 77") 81 00 WHITE BORDER a PTZ CAMERA { i TRAFFIC SIGNAL MOUNTED SIGN 1 5 ++ 1 > 7 -J B11 1IX 1 TRAFFIC SIGNAL CONTROLLER CABIN a 1 �+ 10 �f I , Ii.• EX12� ® m -{ o A 1 P - - EX13 ELECTRICAL SERVICE CABINET 4 1 ® I +i © IRRIGATION CONTROLLER CABINET 16 EX14, �" O © 0 Og © 10 JUNCTION BOX TYPE 1, 2 & 8 I TY ' f •o- " ,' - Y.� _# � D ` °..I.. 9 � � Q4, - R3-1 (24" x 24") R3-2 (24" x 24") R6-1R (36" x 12°) R6-1L (36" x 12") SMALL CABLE VAULT_ _ J - P - - - .. _ _ ..,.g - - •- `� 7 �' - ®gym eoa _ P, 4 PLAN �1 ® t4 I� V 1. ALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER F VEHICLE VIDEO DETECTION ZONE i - $ �� NOTES* ALL SIGN DIMENSIONS SHALL f _-.• •°� r r •� 0 10 20 40 60 PRIOR TO FABRICATION. ICATION. • . 211 2 FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C SERIES NUMERALS AND - - -- —CONDUIT - - /Y+� SCALE IN FEET LETTERS. SIGNAL POLE NOTE 29 1 3 1 �fJ-� i. 3 3. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH fi '� J SIGNAL MAST ARM COLOR. CONSTRUCTION NOTE PPB ! Q WIRE NOTE 12 48 5 T 15 16 DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL y 4 SYSTEM SHALL BE REMOVED AND TEMPORARILY LUMINAIRE SCHEDULE NOTE (SEE �� �-- 4 0 SIGN NOTE I� oo l ! SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, � , SHEET 60 FOR LUMINAIRE SCHEDULE) ^ _ — r _ _ — if _ _ _ UNTIL NEW SYSTEM IS OPERATIONAL. rlcSURVEYED: KPG .1, — r1. WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 59 DRAWN BY: JWCITY OF RENTON CONVERSION PROJECT PROJECT NO 16125 1 DESIGN BY: DE Interdisciplinary Design BID Public Works Department HIPUL-WP991 a 31]1�AAre 2.9PkJdknlM1A4e FED AID NO (WI - C CHECK BY: JC &64ar Iiimla; WA93=?? DOCUMENT �1! CONSTRUCTION SIGNALIZATION &ILLUMINATION PLAN DATE: DEC 2019 PROJ MGR: JF 5�7k,WA98121 QS,i]EY1U7iO �y+7 % ff }t4x+tns ., ry so „wIW472 BY. flAT£.� ' f� S 2ND ST & WILLIAMS AVE S SHEETNO 59 OF 119 NUMBER REVISION DESCRIPTION BY APP DATE FILE: 16125SIG01.dwg 01 02 03 04 NOT 11 NOT rx USED USED a NOT NOT z USED USED 05 06 07 0B CONSTRUCTION NOTES LUMINAIRE SCHEDULE LUMINAIRE TYPE LUMINAIRE MOUNTING BASE CIRCUIT # FOUNDATION DEPTH POLE ID �! COMMENTS LUMINAIRE STATION OFFSET # ARM HEIGHT 1 * * DEC ROADWAY 9OW, LED, (TYPE III, B3-UO-G2), 4000K, 240V * * FIXED 1 5123C90 *SEE POLE SPECIFICATION SHEET 2 * * DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V * * FIXED 1 5124C90 +SEE POLE SPECIFICATION SHEET 3 * + DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V + * FIXED 1 5125C90 *SEE POLE SPECIFlCAIION SHEET 4 * * DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V * * FIXED 1 5126C90 *SEE POLE SPECIFICATION SHEET 5 35+37 23.1' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, 81-UO-G1), 4000K, 240V 2' 15' FIXED 5 5127840 6 199+34 25.0' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 2' 15' FIXED 9 512BB40 7 36+91 23.1' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 2' 15 FIXED 13 5129B40 B 201+OB 25.1' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 2' 15' FIXED 17 5130840 CKT #13: 2-#8 (ILL) CKT #20: 2-#6 (REC) 3 I CKT #1: 2-#8 • , I 6 CKT #5: 2-#8 (ILL) CKT #16: 2-#6 (REC) CKT #9: 2-#8 (ILL) CKT #18: 2-#6 (REC) ONE -LINE DIAGRAM NTS PANELSCHEDULE CKT #17: 2-#8 (ILL) CKT #22: 2-#6 (REC) 18 EX1 I I I I ELECTRICAL SERVICE CABINET "51� - CKT ft 2-18 (ILL) #S1 LOCATION: SIGNAL, ILLUMINATION, IRRIGTION' 16.50RT MAIN BREAKER: 200/AMPS WR240 � 3 CKT # LOAD DESCRIPTION KVA TRIP AMPS 20 20 , 2p 20 20 20 20 TRIP AMPS 30 PO 20 20 30 30 30 20 20 20 20 20 IKVA LOAD DESCRIPTION CKT # 1 ILLUMINATION ON SIGNAL POLES (1 2 3 4) 0.5 2.7 SIGNAL 2 1.0 IRRIGATION 4 5 ILLUMINATION SE (5,EX2,EX11,EX12,EX13) 0.6 0.1 LTG CONTROL 6 1.0 GFCI OUTLET 8 9 ILLUMINATION SW (6) 0.1 FUTURE SMALL CELL NETWORKS 10 - FUTURE SMALL CELL NETWORKS 12 13 ILLUMINATION NW (7) 0.1 - FUTURE SMALL CELL NETWORKS 14 1.0 RECEPTACLES SE 5 16 17 ILLUMINATION NE (8,EX1) 0.2 1.0 RECEPTACLES SW 6 18 1.0 RECEPTACLES NW 7) 20 21 SPARE = 1.0 RECEPTACLES NE 8 22 23 SPARE - - SPARE 24 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL IN ELECTRICAL SERVICE CABINET CONNECTED LOAD: 10.3 KVA 42.9 AMPS DEMAND LOAD (125%): 12.9 KVA 53.6 AMPS * LOCATION OF CENTER OF 3-CABINET COMBINED FOUNDATION. PUSH BUTTON SCHEDULE WIRE NOTES • c NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRES (NOT SHOWN). GROUND WARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF RENTON'. POLE # NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRES (NOT SHOWN). GROUND WARE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF RENTON'. POLE # BUPUSH TTON (ARROW DIRECTION SIGN CUSTOM WALK VOICE MESSAGE 1 29 LEFT R10-3e(L) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 2 48 RIGHT R10-3e(R) WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WILLIAMS AVENUE 3 49 LEFT R10-3e(L) WWAMS AVENUE WALK SIGN IS ON TO CROSS WLLIAMS AVENUE 4 68 RIGHT R10-3e(R) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 5 69 LEFT R10-3e(L) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 6 88 RIGHT R10-3e(R)[WWAMS AVENUE WALK SIGN IS ON TO CROSS WLLIAMS AVENUE 7 89 LEFT R10-3e(L)WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WLLIAMS AVENUE 8 28 RIGHT R10-3e(R) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET L ryg1q SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON WON 0 �o0m Malawi momommoom mamma 99Mmm0EMME0EEM 99MENEENEWEENWEEM MO11111111111NE SIGNAL HEAD MOUNTING TYPE: 11ITYPE A LHTYPE K 13] TYPE M O CONSTRUCT FOUNDATION PER WSDOT STO PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION. SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION. SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O ODNSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICA71ONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS, 10 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLER CABINET FOUNDATION PER DETAIL (TYPE A) ON SHEET 75. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES, SHEET 80, VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE 1 P+'SIGNAL CONTROLLER CABINET NTH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS, FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CDR STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 11 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 12 EXISTING LUMINAIRE POLE TO REMAIN. INSTALL NEW WIRING TO NEW SERVICE CABINET PER WIRE NOTES, THIS SHEET. UPDATE POLE AND JUNCTION BOX SPLICES. 13 CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER CDR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. 14 REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. 15 REMOVE EXISTING SIGNAL CONTROLLER AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATIONS AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 16 SEE FIBER OPTIC PLAN SHEET 76 FOR CONSTRUCTION NOTE FOR JUNCTION BOX OR CABLE VAULT. 17 REMOVE EXISTING LUMINAIRE POLE AND GRIND DOWN FOUNDATION 3 FEET BELOW PROPOSED GRADE. REMOVE EXISTING JUNCTION BOX AND REMOVE EXISTING WIRING TO THE NEAREST JUNCTION BOX SPLICE. ABANDON AND CAP UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. 18 PRIVATE LUMINAIRE TO BE REMOVED BY OTHERS. COORDINATE WORK WITH PROPERTY OWNER. REMOVE UNUSED WIRING AND CONDUIT. 19 REMOVE EXISTING LUMINAIRE POLE AND FOUNDATION. REMOVE EXISTING JUNCTION BOX AND REMOVE EXISTING WIRING TO THE NEAREST JUNCTION BOX SPLICE. ABANDON AND CAP UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS, CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE. LUMINAIRE. FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER CDR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. 0 REMOVE EXISTING AND INSTALL NEW JUNCTION BOX. ADD CONDUIT PER THE PLANS AND REMOVE ALL UNUSED WRING. VERIFY CONDUIT CONTINUITY ALONG STREET SIDE. 21 REMOVE EXISTING LUMINAIRE AND POLE REUSE EXISTING FOUNDATION AND ANCHOR BOLTS. INSTALL CITY PROVIDED SIGN POST AND REGULATORY PARKING SIGN ON THE EXISTING FOUNDATION. EXISTING JUNCTION BOX TO REMAIN. REMOVE EXISTING UNUSED WRING. © INTERCEPT AND RE-ROUTE EXISTING CONDUIT RACEWAY TO NEW JUNCTION BOX. CAP AND ABANDON EXISTING UNUSED CONDUIT. VERIFY EXISTING CONDUIT SIZE IN FIELD PRIOR TO CONDUIT SPLICE © REMOVE EXISTING ELECTRICAL SERVICE CABINET, PEDESTAL, FOUNDATION AND UNUSED WRING. INSTALL JUNCTION BOX, CONDUIT AND WRING TO PROVIDE CONNECTION TO NEW ELECTRICAL SERVICE CABINET. CAP AND ABANDON EXISTING UNUSED CONDUIT. SALVAGE PER SPECIAL PROVISIONS. ® INSTALL JUNCTION BOX AND DAYLIGHT EXISTING ILLUMINATION CONDUIT. REPLACE EXISTING WRING TO NEAREST SPLICE TO RE-ROUTE EXISTING LUMINAIRE(S) TO NEW ELECTRICAL SERVICE CABINET. Q LOCATION OF EXISTING POWER SOURCE (PSE VAULT) FOR EXISTING TRAFFIC CONTROLLER CABINET. INSTALL NEW CONDUIT AND FEEDER WRING TO THE VAULT PER WIRE NOTES, THIS SHEET. COORDINATE CONNECTION TO THE EXISTING TRANSFORMER WITH PSE REPRESENTATIVE. REMOVE EXISTING FEEDER WRING AND ABANDON EXISTING CONDUIT. © INSTALL JUNCTION BOX AND DAYLIGHT EXISTING CONDUIT. REMOVE ALL UNUSED WRING. VERIFY CONDUIT CONTINUITY ALONG STREET SIDE. © REMOVE EXISTING JUNCTION BOX AND ALL EXISTING WRING. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING UNUSED CONDUIT. ® INSTALL JUNCTION BOX AND DAYLIGHT EXISTING EMPTY CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. DRAWING NO PROJECT NO 16125 FED AID NO. HIPUL-STP" DATE: DEC 2019 SHEETNO 60 OF 119 J-BOX POLE #6 POLE #5 POLE #T B 84 PB 88 w or Y fit 63 G w 68Y c 82 vB 684 ] 3 766 757 0666 8 4aD R 1 = 68 EVPE D ,n 3 664 M TERMINAL CABINET R E:6i k 662 r 683 a 81 B 684 686 PHASE SEQUEI 01 01 NOT USED NOT z USED 05 06 VEHICLE ► PEDESTRIAN MOVEMENT EVPE SCHEDULE # I PHASES A 02 B NOT USED C 06 D 08 +c8 PEDS— �06 8 � T S 2ND ST �-04 Pt � w RQJEL ILLUMINATION, INTERCONNECT SYSTEM AND GROUND WIRES ARE NOT SHOWN - SEE PLANS FOR ADDITIONAL INFORMATION. TERMINAL CABINET EVPE C 587 GP3 Y CPS POLE #3 x' 5c— MAST ARM 62 �2cs 111111111�111111111111111111111111111111, I�REVISIONDESCRIPTION $ 745 PPB 49 j- 745 POLE #4 PPB 48 POLE #2 TERMINAL CABINET Gn Li4 SURVEYED: KPG ��CZ vl. -• DRAWN BY: JW Int3131erdfsciplinary Design - -q DESIGN BY: DE E�d CHECK BY: JC m4w Tgyt�y(Ag�pj U. -4 P •' Y ,>1GtL PROJ IAGR: JF 5g89k,WABE121 1t53}BTI-0i20 kµ`� ti [ikj M9rr16W N1Yk.i'I � FILE. 161258IG01,dwg J—t1Ux BID DOCUMENT POLE #1 0 0 J CONTROLLER CITY OF RENTON Public Works Department AD CONSTRUCTION f j BY DAT' W INPUT Z m 24V PWR 1 B - V 4 e 4V RTN 2 W- GROUHD 3 G - W 4V PWR 1 B - * 24V RTN 2 W - GROUND 3 G - 24V PWR 1 B - 0 r 4 $ ~ Z G - AN B - (0j $� W- G- Z C7 N 24V 581 0 - 2 n A CALL Y- ILL.� N OUND 24V 583 BL- 0 - —CAL— 585 Y - H wo GROU 586 BL- 4V 587 0 - C CALL 588 0--y- I ofmiia BL- $ 24V 590 0 - 0 CALL 591 Y - ND 592 BL- TO 764 CARD OUTPUT R 21 1 DON'T 13 . i7� tit E3202 13§MMKqM wtm 13"� 3E0 I -R -0 -G -B -w r R TO ETHERNET 0 SWITCH G B W -R-- -0-7 -G -B -W R 0 B- G w- B B- W- -R B- -0 w- -G B- -B w- -w B- R w- 0 B w- B B W- - R B- -0 w- -c B- W- -w B- R W- 0 g- G W- B B- w w- -R B- -0 w- -G B- -B w- -w B- -R w- -0 B- -G W- -B -w -R -0- - G -B -W -R -0 -G -B -W WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SIGNALIZATION & ILLUMINATION PLAN S 2ND ST & WILLIAMS AVE S WIRING DIAGRAM F. 0 0 Ea ■ Is `E rI* i, DRAWING Na 61 PROJECT NO. 16125 FED AID NO, HIPUL-STP 99 (034) DATE: DEC 2019 SHEET NO, 61 OF 119 GENERAL NOTES SIGNAL HEAD ASSIGNMENTS r INDICATES HORIZONTAL PLUMBIZER I 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE +MTH THE WSDOT/APWA STANDARD LOCATION, TYP (TYPE "M" MOUNTING, 9 PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD MAST ARM MOUNT) I 1 SPECIFICATIONS, CITY OF RENTON STANDARD OETAILS, SPECIAL PROVISIONS AND THESE r J PLANS. I 2 2 ❑❑ R 12" 2• UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY f �i •• OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 12" 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL I SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT I 1 1 12" f 1` 1 I 1 1-BBB-321-7779 PRIOR TO INSTALLATION OF METER BASE. DD - 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL VEHICLE HEADS: PEDESTRIAN HEADS: ?•+ := :� 4 44` I CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT # 21 22 61 62 # 28, 29, 48. 49 - ' + g{j (425) 430-7423. 81 & 82 68, 69. 88 & 89 1 , I •• 7 _ 6 l r 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR 1 I L I 1 GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN II PPB 14 THE Flan PRIOR To INSTALLATION. PHASE SEQUENCE DIAGRAM 28 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO I l EXCAVATION. 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. B. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 14 22 0. is L B - � ; "' � � I I I ' PPB � F �-- ` AA 11 a` P 9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE —► VEHICLE MOVEMENT — FO FO 69 14 1 I 11 —` _ — INSTALLED PER CITY OF RENTON STANDARD PLAN 119. _ _ i r 1 - - 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. PEDESTRIAN MOVEMENT T6 I I,`L �r 831 I _ 1 3 Z _I 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12" OF COVER. I' "" �"`� S 6 7 �. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. NOTES: ' E 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL r .� 5 •; I' '-.., I _ 12. FOR CONSTRUCTION NOTES, HIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW BUTTON SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE RETROREFLECTIVE TAPE. MOUNTINGS SHALL BE PER SIGNAL POLE EQUIPMENT �Y `11 �� _ SHEET 63. FOR TRAFFIC SIGNAL WIRING DIAGRAM SEE SHEET 64. SCHEDULE, SHEET 63 (MATCH POLE COLOR). ALL SIGNAL HEAD HOUSINGS AND n ' TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL BACKPLATES SHALL BE FD - -6 3I.I j . 1[ 28 - 13. FOR FIBER OPTIC PLAN SEE SHEET 77. BLACK COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. I r 14. FOR TRENCH DETAIL SEE SHEET B. 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE N1TH SOtJD SYMBOLS, , -, , ,,, .... :..� .... t"^ 15. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. SHALL BE EQUIPPED WITH "Z" CRATE VISORS, SHALL BE COUNTDOWN TYPE _ _ - _ EVPE n AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. -- 262+ 8_1 2_C 00 I 2040Q MOUNTINGS SHALL BE PER SIGNAL POLE EQUIPMENT SCHEDULE, SHEET 63 - - , ELECTRICAL _ - - -- - (MATCH POLE COLOR). ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE $ ZNQ $T -4 - _ '�' ' . 1 T811 SERVICE: - PPB ..� y m CABINET "51" , 17 18 r T LEGEND YELLOW COLOR. SEE SPECIAL PROVISIONS. Z EXISTING ffy( DESCRIPTION 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE. SEE__�I(0-DECORATIVE SIGNAL POLE WITH MAST SPECIAL PROVISIONS. rF - - ARM AND DECORATIVE LUMINAIRE VIDEO DETECTION — a ;€emu ® TYPE PPB POLE WITH PUSHBUTTON EVPE SCHEDULE SCHEDULE C9--0 ROADWAY LUMINAIRE AND POLE # PHASES # PHASES 9 3 f £; 2 DECORATIVE PEDESTRIAN LUMINAIRE A 02 VDA 02 L -tffNqCHEDULE AND POLE B NOT USED VDB NOT USED E �D - ► 7�+ VEHICLE SIGNAL HEAD C 06 VDC 06 / I rX - NITS WHITE LETTERS D 08 VDD 08 - _J- -ON GREEN rrti^ SPARE TENON ... .-. - 'i r"� -. _ - I k 1 f BACKGROUND _ e PEDESTRIAN SIGNAL HEAD ^I P -- t r - 1 1 -) 811 17 O 0 WHITE 0 IE EMERGENCY PRE-EMPTION DETECTOR 6B; - o - �. _ I 1 BACKGROUND- ') v I' 13 I 1 D3-1 (18" x 84") D3-1 (18" x 77") 1� VEHICLE DETECTION CAMERA _ _ �jJ-. 1 1t 7 WHITE BORDER TRAFFIC SIGNAL MOUNTED SIGN •rI C - 1 15 •I 1 4 ' i ''`- r , i 3 fl , ry ..J ... : .F - 9 ff`� ® m JNE WAY 11 TRAFFIC SIGNAL CONTROLLER CAB '} = 3 4 6 - - ce - o Q E1f5, ® ® ELECTRICAL SERVICE CABINET - - �- n. ® �� ® - _ _ __�. N"� EX7 © IRRIGATION CONTROLLER CABINET I 61 ,p� +i,'J �` - 10 _ - I o LU 00 80 10 �11 g p El JUNCTION BOX TYPE 1, 2 & 8 P „ .+ , ' I PP&16 14 R�.• J3 p Gv:n R3-1 (24" x 24") R3-2 (24" x 24") R6-1R (36" x 12") R6-1L (36" x 12") ® SMALL CABLE VAULT s ' `s',Ig` 1 IW NOTES: VEHICLE VIDEO DETECTION ZONE I f4 2 I '� : ` PLAN 1. ALL SIGN DIMENSIONS SHALL BE VERIFIED NTH THE ENGINEER AND MANUFACTURER .a„ ->� •� PRIOR TO FABRICATION. 2 .,{. 1 2. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C-SERIES NUMERALS AND - - —CONDUIT o V •:' i i LETTERS. S- ~ I;. ; 3. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH Q SIGNAL POLE NOTE 1 `. - -� 0 10 20 40 60 SIGNAL MAST ARM COLOR. Q CONSTRUCTION NOTE •• :212: I 2 a 11 11 I SCALE IN FEET 11 o I r DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL 0 WIRE NOTE ly, - .• I SYSTEM SHALL BE REMOVED AND TEMPORARILY O SIGN NOTE _ 1 0 LUMINAIRE SCHEDULE NOTE (SEE Irr �• SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, SHEET 63 FOR LUMINAIRE SCHEDULE) L _ _ 11 _ __ -_ _- _ I — .- J UNTIL NEW SYSTEM IS OPERATIONAL, 00.1,1, SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 62 CITY OF RENTON 'k ,. +, �'�' DRAWN BY: JW � CONVERSION PROJECT PROJECTNO. 16125 Interdisciplinary Design BID Public Works Department HIPUr_-STP 991 _ DESIGN BY: DE FED AID NO q 3131FJIialtAre 2502JeHersonAve i - x• MOB CHECK BY: JC Soile 400 Tacw@,WAW02 DOCUMENT AP R ONSTRIJCrrON. SIGNALIZATION & ILLUMINATION PLAN DATE: DEC2019 PROJ MGR: JF Sea10e, WA 98121 (253) 627-07 20 (206)2W1640 om kN cam BY. QATE �f S 2ND ST &WELLS AVE S SHEET NO. 62 OF 119 NUMBER REVISION DESCRIPTION BY APP DATE ; FILE: 1612551G02 dwg 01 0211� 03 04 NOT NOT rx USED USED " NOT # NOT z USED 11f USED � 05 m6 07 0B LUMINAIRE SCHEDULE LUMINAIRE STATION V OFFSET LUMINAIRE TYPE 1 * I s DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V 2 * * DEC ROADWAY 90W, LED, (TYPE III, 83-UO-G2), 4000K, 240V 3 * * DEC ROADWAY 90W, LED, (TYPE III, B3-UO-G2), 4000K, 240V 4 s * DEC ROADWAY 9OW, LED, (TYPE III, B3-UO-G2), 4000K, 240V 5 92+33 23.1' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 6 92+26 23.4' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 7 93+76 17.5' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V 8 203+88 28.5' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1-UO-G1), 4000K, 240V CKT #13: 2-#8 (ILL) CKT #17: 2-#8 (ILL) _,� CKT #20: 2-#6 (REC) 3 I I 3 I I I CKT #1: 2-#8 — I 1 1 i ELECTRICAL SERVICE f —CABINET "S2" 8� CKT #9: 2-#8 (ILL) _Qv CKT #18: 2-#6 (REC) EX5 CKT #16:22-#6(I(REC) EX6 ONE -LINE DIAGRAM NTS EX7 PANEL SCHEDULE LUMINAIRE MOUNTING BASE CIRCUIT # FOUNDATION DEPTH POLE ID # COMMENTS ARM HEIGHT * * FIXED 1 5131C90 *SEE POLE SPECIFICATION SHEET # S2 OCATION: S 2ND ST. APPROX. STA 203+52.00, 17.50, RT* VOLTS: 120/240 PHASE: 1 SERVING: SIGNAL ILLUMINATION, IRRIGATION MAIN BREAKER: 200 AMPS WIRE: 3 $ LOAD DESCRIPTION IKVA TRIPCKT MPS 20 20 20 20 20 20 20 MPS 30 4 20 20 20 30 30 30 20 20 20 20 20 KVA LOAD DESCRIPTION # 1 IILLUMINATION ON SIGNAL POLES I(1,2,3A) 0.5 2.7 SIGNAL 2_ 1.0 IRRIGATION 4 5 ILLUMINATION SE (5,8,EX4,EX5,EX6,EX7) 0.1 0.1 LTG CONTROL 6 1.0 GFCI OUTLET 8 9 ILLUMINATION SW (6) 0.1 - FUTURE SMALL CELL NETWORKS 10 - FUTURE SMALL CELL NETWORKS 12 13 ILLUMINATION NW (7) 0.1 - FUTURE SMALL CELL NETWORKS 14 1.0 RECEPTACLES SE 5,8) 16 17 ILLUMINATION NE (EX3) 0.2 1.0 RECEPTABLES SW 6 18 1.0 RECEPTACLES NW (7) 20 21 SPARE - - FUTURE RECEPTACLES 22 23 SPARE •- - SPARE 1 24 REMARKS: CONNECTED LOAD: 9.4 KVA 39.2 AMPS ALL Uq{DNG CIRCUITS SHALL BE CONTROLLED BY DEMAND LOAD (125%):11.8 KVA 49.0 AMPS PHOTOCELL IN ELECTRICAL SERVICE CABINET * LOCATION OF CENTER OF 3-CABINET COMBINED FOUNDATUN. PUSH RUTTON SCHEDULE s * FIXED 1 5132C90 *SEE POLE SPECIFICATION SHEET * * FIXED 1 513JC90 *SEE POLE SPECIFICATION SHEET * * FIXED 1 5134C90 *SEE POLE SPECIFICATION SHEET 2' 15' FIXED 5 5135B40 2' 15' FIXED 9 5136B40 2' 15' FIXED 13 5137840 2' 15' FIXED 5 5138840 WIRE NnTFC ■ � ■ y i t a r � r ®©100�DI♦������ NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCHSO. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (NOT SHOWN). GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #B AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". POLE # PUSH BUTTON 0 ARROW DIRECTION SIGN CUSTOM WALK VOICE MESSAGE 1 29 LEFT R10-3e(L) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 2 48 RIGHT R10-3e(R) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 3 49 LEFT R10-3e(L) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 4 68 RIGHT R10-3e(R) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 5 69 LEFT R10-3e(L) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 6 BB RIGHT R10-3e(R) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 7 89 LEFT R10-3e(L) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 8 28 RIGHT R10-3e(R) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET REVISION DESCRIPTION yr,• [1G,i,y2�. CS� DATE SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON POLE (POLE POLE MAST ARM LUMINAIRE ARM NUMBER ®SIGN TYPE VEH PED HEAD APS WITH SIGN I TERM I VEH HEAD PRE- I.R. PRE-aV�B GPS SIGN LUMI NAIRE 10 CELL PTZHEAD Q1 III - 2m 1 Q2 PPB Q3 III 11�] 2"' 1 Og 1 1� 1 1 1 0 02 - - ® PPB Q5 III - 2I1] 1 10 1 2� 1 - 1 d(D 3 - - © PPB 7O 10 112] 2[1] 1 © 1 1� 1 - 1 O o4 - - © PPB SIGNAL HEAD MOUNTING TYPE: "'TYPE A "TYPE K `"'TYPE M SURVEYED: KPG �1p� DRAWN BY: JW Interdisciplinary Design p ID DESIGN BY: DE 313AtE Bcr�mA4B p CHECK BY: JC � �4m ilam' �d. WA�Ii12 DOCUMENT PROJ MGR: JF StCk,Wk98121 1 [MI W4120 [206}Zll�i6(4 FILE: 16125SIG02.dwg CONSTRUCTION NOTES O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS, O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET, SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPEOnCATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-H AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PRWSIDNS. O9 INSTALL JUNCTION BOX AND DAYLIGHT EXISTING EMPTY CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. 10 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLER CABINET FOUNDATION PER DETAIL (TYPE B) ON SHEET 75. CE141ER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK UNES, SHEET 81. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2-TYPE I P+'SIGNAL CONTROLLER CABINET WITH INTEGRAL BIDS AND ADDITIONAL FIBER PATCH PANEL. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CDR STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 11 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 12 REMOVE EXISTING JUNCTION BOX AND ALL EXISTING UNUSED WIRING. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. 13 CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WRING PER CDR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. 14 REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. 1g REMOVE EXISTING SIGNAL CONTROLLER AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATIONS AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 16 SEE FIBER OPTIC PLAN SHEET 77 FOR CONSTRUCTION NOTE FOR JUNCTION BOX OR CABLE VAULT. 17 REMOVE EXISTING LUMINAIRE POLE AND GRIND DOWN FOUNDATION 3 FEET BELOW PROPOSED GRADE. REMOVE EXISTING JUNCTION BOX AND REMOVE EXISTING WIRING TO THE NEAREST JUNCTION BOX SPLICE. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. 18 REMOVE EXISTING POLE MOUNTED ELECTRICAL SERVICE CABINET AND ALL ASSOCIATED WIRING. SALVAGE CABINET PER SPECIAL PROVISIONS. 19 LOCATION OF EXISTING POWER SOURCE (PSE VAULT) FOR EXISTING TRAFFIC CONTROLLER CABINET. REPLACE EXISTING CONDUIT AND WIRING, PER WIRE NOTES THIS SHEET, TO PROVIDE POWER FOR THE PROPOSED ELECTRICAL SERVICE CABINET. COORDINATE CONNECTION TO THE EXISTING TRANSFORMER WITH PSE REPRESENTATIVE. ©p DAYLIGHT EXISTING CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. SPLICE EXISTING ILLUMINATION CIRCUIT INTO NEW WIRING TO RE-ROUTE EXISTING LUMINAIRES TO NEW SERVICE CABINET BREAKER. 21 EXISTING LUMINAIRE POLE TO REMAIN. INSTALL NEW WIRING TO NEW SERVICE CABINET PER WIRE NOTES, THIS SHEET. UPDATE POLE AND JUNCTION BOX SPLICES. © DAYLIGHT EXISTING CONDUIT, REMOVE EXISTING WIRING AND INSTALL NEW JUNCTION BOX. INSTALL NEW WIRING FROM EXISTING LUMINAIRE TO NEW SERVICE CABINET PER WIRE NOTES, THIS SHEET. ABANDON AND CAP UNUSED CONDUIT. ©3 REMOVE EXISTING JUNCTION BOX AND INSTALL NEW JUNCTION BOX. REMOVE EXISTING WIRING, CAP AND ABANDON EXISTING UNUSED CONDUIT. CITY OF RENTON qLau Public Worts Department BY FOR CONSTRUCTION WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SIGNALIZATION & ILLUMINATION PLAN S 2ND ST & WELLS AVE S NOTES DRAWING NO 63 PROJECTNO. 16125 FED AID NO HIPUL-STP 99 (034) DATE: DEC 2019 SHEET NO. 63 OF 119 J-BOX POLE #5 69 POLE #6 I i�� 6B4 c B2 I 7si B 682 � ' 6B3 1 4 a 6B6 < TERMINAL CABINET EVPE D 53 R 681 N G 68 c B1 B 6B4 89 MAST ARM tK4 �-0 sax r [RUE-BL 21 VPE A V PHASE SEQUENCE DIAGRAM 01 02 03 04 NOT NOT USED USED N NOT NOT ice► USED USED 05 06 07 08 VEHICLE MOVEMENT ram► PEDESTRIAN MOVEMENT EVPE SCHEDULE # I PHASES A 02 B NOT USED C 06 D 08 PPB 48 POLE #2 NOTE: ILLUMINATION, INTERCONNECT SYSTEM AND GROUND WIRES ARE NOT SHOWN - SEE PLANS FOR ADDITIONAL INFORMATION. VOC E C 61 i6 �EDSi 7ST--4 03 pTS PETS-1 TERMINAL CABINET SURVEYED: KPG zytigllr 1 DRAWN BY: JW XCIP11"I'l eEIMAAclplinary Design g DESIGN BY: DE 3131 CHECK BY: JC Ikllb�400 T11=4 W196W2 �. ' ;,;'r• PROJ MGR: JF &ftWA91121 85318ii-0i20 " FILE: 16125SIG62.dwg REVISION DESCRIPTION BY APP DATE POLE #7 OON T 1 WALK 72 723 97A-R-E E72s AA 72 8 N) LJ BID DOCUMENT POLE #8 B 28 POLE #1 W c J ER CM CITY OF RENTON Public Works Department FOR CONSTRUCTION gy. DATE: //% z INPUT co 24V PWR 1 B - V 3 a 24V R W- NO 24V PWR 3 I G - B - * GROUND 3 G - 0 24V 1 B - `+ 24V HIN 2 W - Z GR 3 G - p 4V PWR I 1 B - C1 $ 24V W - V OIIND 3 G - LL LIL ~ 4V 581 0--0- "I Y - GROUN 413 BL- 24V 8 CALL 584 585 0 - Y - o ND 5a6 BL- 24V 557 0 - $ C CA WY - F GROUND 589 BL- 1 24v 1 590 1 0 - '1 D CALL 1 591 Y - GROUND 592 8L- TO 764 CARD -R -0 G -B -W R 0 G B W -R -0 -G -B -W R 0 -B- G -W_ B -B- W -W- -R -0 B- -W_ -G B- -B W- -W B- R W_ 0 B- G W_ B B- W Xw W- -R B_ -0 W_ -G B- -B W- -W B- R W_ 0 B- G W- B B- W yy _ - R B- -0 -WI- - G B- -B W- -W g- -R W_ -0 B- -G W_ - B -W -R -0 -G -B -W -R -0 -G -B _w WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SIGNALIZATION & ILLUMINATION PLAN S 2ND ST & WELLS AVE S WIRING DIAGRAM OUTPUT a U m v J � 0 19 C 1 cw iR DRAWING NO 64 PROJECTNO 16125 FED AID NO HIFUL-STP 99 N1NI DATE: DEC 2019 SHEETNO, 64 OF 119 GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDQT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, 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 CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12° OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 12. FOR CONSTRUCTION NOTES. WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON SCHEDULE. PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 65. FOR TRAFFIC SIGNAL ARING DIAGRAM SEE SHEET 67. 13. FOR FIBER OPTIC PLAN SEE SHEET 78. 14. FOR TRENCH DETAIL SEE SHEET 8. 15. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. LEGEND EXISTING SIGNAL HEAD ASSIGNMENTS INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "M° MOUNTING, MAST ARM MOUNT) 12" 0 12" irl�r I 0 12° l — VEHICLE HEADS: PEDESTRIAN HEADS: # 21. 22, 41, 42, # 28, 29, 48, 49, 61 & 62 68, 69, 88 & 89 PHASE SEQUENCE DIAGRAM - 01 021111 03 04 CD NOT NOT USED USED NOT NOT E z_ USED USED � 05 ' 06 07 08 VEHICLE MOVEMENT r%-► PEDESTRIAN MOVEMENT Q11 A° I �.. _c. 89 — -R/W NOTES: 11 J.� • • 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED • • -;: — I TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW S 3RD ST RETROREFLECTIVE TAPE. MOUNTINGS SHALL BE - PER SIGNAL POLE EQUIPMENT SCHEDULE, SHEET EVPE SCHEDULE 19 41# 6E 66 (MATCH POLE COLOR). ALL SIGNAL HEAD T- HOUSINGS AND TUNNEL VISORS SHALL BE # PHASES w - YELLOW COLOR AND ALL BACKPLATES SHALL BE A 02BLACK COLOR COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. B 04 -Rr C 06 F 2 ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED D NOT USED NIM DESCRIPTION TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED (� DECORATIVE SIGNAL POLE WITH MAST WITH "Z" CRATE VISORS, SHALL BE COUNTDOWN ARM AND DECORATIVE LUMINAIRE TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. VIDEO DETECTION TYPE PPB POLE WITH PUSHBUTTON MOUNTINGS SHALL BE PER SIGNAL POLE SCHEDULE ROADWAY LUMINAIRE AND POLE EQUIPMENT SCHEDULE, SHEET 66 (MATCH POLE COLOR). ALL PEDESTRIAN SIGNAL HEAD # PHASES DECORATIVE PEDESTRIAN LUMINAIRE HOUSINGS SHALL BE YELLOW COLOR. SEE VDA 02 AND POLE SPECIAL PROVISIONS. VDB 04 ♦ VEHICLE SIGNAL HEAD 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS VDC 06 - SPARE TENON SHALL BE APS TYPE. SEE SPECIAL PROVISIONS. VOD NOT USED - «► PEDESTRIAN SIGNAL HEAD - - - `" a s -�( EMERGENCY PRE-EMPTION DETECTOR i r--------- --------------._. - -� 41i ` •� I VEHICLE DETECTION CAMERA -1` - � TRAFFIC SIGNAL MOUNTED SIGN m TRAFFIC SIGNAL CONTROLLER CABINET- y ® ELECTRICAL SERVICE CABINET © IRRIGATION CONTROLLER CABINET p 9 0 [1 JUNCTION BOX TYPE 1, 2 & ® SMALL CABLE VAULT 6 3 n r{ ., = 7 VEHICLE VIDEO DETECTION ZONE _ 0114 ' CONDUIT ; 6 ' 4 T O SIGNAL POLE NOTE P .... O CONSTRUCTION NOTE i 9 0 WIRE NOTE 1` j O SIGN NOTELUMINAIRE SCHULE NOTE (SEE O SHEET 66 FOR SLUMINAIRE SCHEDULE) UMNAIRSCHEDULE) SURVEYED: KPG DRAWN BY: JW DESIGN BY: DE q • ry0� CHECK BY: JC F 11+nn[ •L�y�- PROJ MGR: JF REVISION DESCRIPTION BY APP. DATE FILE: 16125SIG03 dw9 KPG BID Interdisciplinary Design 7 1111E4A"w DOCUMENT APP O S,14110 Tam[^a,WA SP,WA99i21 i1S3I6Yt-07p 15�51r16tU r1w pgwx BY C4 L 1 I P r•7 {EX14 E15 . f E116 � — ` -I / LL 19 1 1 — 341+00 1 _ r . •. 1=:.. .. 5 SERA CANE€- "S3" -T 5 /W- I•- 2 4 L1 1 ;s 'I •?1L I RA rf 13 SIGN SCHEDULE NTS WHITE LETTERS w ON GREEN i LLIFy II ' Tm BACKGROUNDS I I + • i f! IL ' In __ O Q BACKGROUND Q3 Q D3-1 8" x 108" (1 ) WHITE BORDER D3-1 16" x 75" ( ) IN ONE WAY I. (a) © � 0 Q 10 0I o ` R3-1 (24" x 24") 133-2 (24" x 24") R6-1R (36" x 12°) R6-1L (36° x 12") � j 4 NOTES: I I SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER r I PRIOR TO FABRICATION. Il 2. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C-SERIES NUMERALS AND ' o LETTERS. 3. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. PLAN DURING THE CONSTRUCTION. EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY 0 10 20 40 60 SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, SCALE IN FEET UNTIL NEW SYSTEM IS OPERATIONAL. CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWINGNO 65 CONVERSION PROJECT PROJECT NO 16125 Public Works Department FED AID NO HIPU4•STP 99 32019 CONSTRUCTION SIGNALIZATION & ILLUMINATION PLAN DATE: DEC AA "/° DATE"1 /v S 3RD ST & WILLIAMS AVE S SHEETNO 65 OF 119 CONSTRUCTION NOTES LUMINAIRE SCHEDULE LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # FOUNDATION DEPTH POLE ID # COMMENTS # DEC ROADWAY 90W, LED, (TYPE III, B3—UO—G2), 4000K, 240V * * FIXED 1 5139C90 *SEE POLE SPECIFICATION SHEET 2� • * DEC ROADWAY 9OW, I FD, (TYPE III, B3—UO—G2), 4000K, 240V * * FIXED 1 514OC90 *SEE POLE SPECIFICATION SHEET DEC ROADWAY 90W, LED, (TYPE III, B3—UO—G2), 4000K, 240V * * FIXED 1 5141C90 *SEE POLE SPECIFICATION SHEET 4> * * DEC ROADWAY 90W, LED, (TYPE III, B3—UO—G2), 4000K, 240V * * FIXED 1 5142C90 *SEE POLE SPECIFICATION SHEET 5> 29+85 23.1' RT DEC PEDESTRIAN 40W, LED, (TYPE III, B1—UO—G1), 4000K, 240V 2' 15' FIXED 5 5143B40 8) 299+31 23.1' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1—UO—G1), 4000K, 240V 2' I 15' FIXED 9 5144840 7) 31+11 22.5' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B1—UO—G1), 4000K, 240V 2' 15' FIXED 13 5145B40 B) 300+67 23.1' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, Bt—UO—G1), 4GOOK, 240V 2' 15' FIXED 17 5146B40 XI WIRE NOTES CKT #13: 2—#8 (ILL) CKT #20: 2—#6 (REC) 3 I CKT #1: 2—#8�{L yI1 L I' M CKT #17: 2—#B (ILL) CKT #22: 2—#6 (REC) r 18 I I i ! 1 fi — — ELECTRICAL SERVICE CABINET "S3" CKT #5: 2—#8 (ILL) CKT #16: 2—#6 (REC) CKT #9: 2—#8 (ILL)•: CKT #18: 2—#6 (REC) ONE -LINE DIAGRAM PANEL SCHEDULE # S3 SEERRVING: SIGNAL, ILLU�HATION X. AIRRRIIGATION 52.13. 19 RT MAINMBREAKER: 200/240 AMPS WIRE: 3 LKT # LOAD DESCRIPTION IKVA TRIP AMPS 20 20 20 20 20 20 20 TRIP AMPS 30 20 20 20 30 30 30 20 20 20 20 20 KVA LOAD DESCRIPTION CKT # ILLUMINATION 1 (1 ON SIGNAL POLES 2 3 4) 0.5 2.7 SIGNAL 2 1.0 IRRIGATION 4 5 ILLUMINATION SE (5) 0.1 0.1 LTG CONTROL 6 1.0 GFCI OUTLET e 9 ILLUMINATION SW (6) 0.1 — FUTURE SMALL CELL NETWORKS 10 — FUTURE SMALL CELL NETWORKS 12 13 ILLUMINATION NW (7,EX14,EX15,EX16) 0.5 — FUTURE SMALL CELL NETWORKS 14 1.0 RECEPTACLES SE 5 16 17 ILLUMINATION NE (8) 0.1 1.0 RECEPTABLES SW 6 18 1.0 RECEPTACLES NW (7) 20 21 SPARE — 1.0 RECEPTACLES NE (8) 22 23 SPARE — — SPARE 24 REMARKS: ALL LIGHTING CIRCUITS SHALL BE ODNTROLLED BY PHOTOCELL IN ELECTRICAL SERVICE CABINET KVA 42. .E E AMPS DEMAND LOAD (1257):CONNECTED LOAD: 110.KVA 52.AMPS * LOCATION OF CENTER OF 3—CABINET COMBINED FOUNDATION. PUSH BUTTON SCHEDULE r• ®_I♦I♦�I♦I♦©I♦�I♦I♦ �®©©01♦I0�1♦� I♦� 0 ®©©I♦I• I♦I♦I♦ I♦�I♦I♦ 0®©01♦����I♦I♦�I♦ ��©I00�101♦I♦��I♦� m0©I0101010� I♦I♦ �IO � ®®I♦ I♦I♦ I♦� I♦I♦�I♦ I♦© NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH80, 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (NOT SHOWN). GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". POLE # PUSH ARROW DIRECTION BUTTON 0 SIGN CUSTOM WALK VOICE MESSAGE 1 29 LEFT R10-3e(L) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 48 RIGHT R10-3e(R) WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WILLIAMS AVENUE 3 49 LEFT R10-3e(L) WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WILLIAMS AVENUE 4 a62 68 RIGHT R10-3e(R) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 5 69 LEFT R10-3e(L) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 88 RIGHT R10-3e(R) WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WILLIAMS AVENUE 7 89 LEFT R10-3e(L) WILLIAMS AVENUE WALK SIGN IS ON TO CROSS WILLIAMS AVENUE 8 28 RIGHT R10-3e(R) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON jlPLE �OmOom� D�m�OmmO� �OmOommOmO' DmmmuOmmana SIGNAL HEAD MOUNTING TYPE: TYPE A E K TYPE M O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET, SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. Og LOCATION OF EXISTING POWER SOURCE (120/24OV, SINGLE PHASE). FURNISH AND INSTALL CONDUIT AND WIRING FROM POWER SOURCE TO NEW ELECTRICAL SERVICE CABINET PER WIRE NOTES. SPLICING AT POWER SOURCE BY OTHERS. COORDINATE POWER HOOK UP WITH PSE REPRESENTATIVE. 10 CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINETARRIGATION CONTROLLER CABINET FOUNDATION PER DETAIL (TYPE B) ON SHEET 75. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS MEET, ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES. SHEET 82. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2—TYPE 1 P+'SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 11 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 12 EXISTING LUMINAIRE AND POLE TO REMAIN. PROTECT LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/WIRING DURING CONSTRUCTION. 13 CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER COR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. 14 REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. 1g REMOVE EXISTING SIGNAL CONTROLLER AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATIONS AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 16 SEE FIBER OPTIC PLAN SHEET 78 FOR CONSTRUCTION NOTE FOR JUNCTION BOX OR CABLE VAULT. 17 REMOVE EXISTING LUMINAIRE, POLE, ASSOCIATED EQUIPMENT, JUNCTION BOX AND UNUSED WIRING TO NEAREST SPLCE. REMOVE EXISTING POLE FOUNDATION AT LEAST 3 FEET BELOW FINISHED GRADE. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING UNUSED CONDUITS. SEE SPECIAL PROVISIONS. 18 INSTALL JUNCTION BOX AND DAYLIGHT EXISTING CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. REPLACE EXISTING WIRING TO NEAREST JUNCTION SPLICE PER WIRE NOTES, THIS SHEET. 19 INSTALL JUNCTION BOX AND DAYLIGHT EXISTING EMPTY CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. 0 REMOVE EXISTING JUNCTION BOX AND ALL EXISTING WIRING. FILL AND COMPACT VOID PER SPECIAL PROVISIONS, CAP AND ABANDON EXISTING UNUSED CONDUIT. 21 AFTER RE—ROUTING EXISTING LUMINAIRES TO NEW ELECTRICAL SERVICE CABINET, ABANDON EXISTING POLE MOUNTED ELECTRICAL SERVICE CABINET. RE ALL UNUSED WIRING. © MODIFY FOUNDATION AND/OR REINFORCING BAR CAGE AS NECESSARY BASED ON TEST POTHOLING. COORDINATE WITH THE ENGINEER. © REMOVE EXISTING LUMINAIRE, POLE, JUNCTION BOX AND HARING. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. REUSE EXISTING FOUNDATION AND ANCHOR BOLTS. INSTALL CITY PROVIDED SIGN POST AND REGULATORY PARKING SIGN ON THE EXISTING FOUNDATION. ® REMOVE EXISTING LUMINAIRE, POLE AND FOUNDATION. REMOVE EXISTING JUNCTION BOX AND REMOVE EXISTING WIRING TO NEAREST JUNCTION BOX SPLICE. CAP AND ABANDON UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER COR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. Q REROUTE EXISTING UNDERGROUND 1- PVC CONDUIT AND WIRING AROUND PROPOSED FOUNDATION BASED ON TEST POTHOLING. COORDINATE WITH THE ENGINEER. © REROUTE EXISTING UNDERGROUND 1" PVC IRRIGATION PIPE AROUND PROPOSED FOUNDATION BASED ON TEST POTHOLING. COORDINATE WITH THE ENGINEER. 1 J-BOX POLE #6 TERMINAL CABINET PHASE SEQU 01 02 z NOT USED NOT z USED 05 06 VEHICLE MOVEMENT PEDESTRIAN MOVEMENT VIDEO DETECTION EVPE SCHEDULE SCHEDULE # I PHASES # PHASES A 02 VDA —02 — B 04 VDB 04 C 06 VDC 06 D NOT USED VDD NOT USED PB 68 R G 76 62 R G — B 764 7ss w 76 w S 765 767 0 B R 741 $ POLE #4 742 743 W ES 747 747 0 B R 741 DON T 66662R am B B 747 AR 663 664 666 B 7µ B 68 TERMINAL CAEUNET T 78 CD EVPE C ' W 76 763 A 766 58 Y PAR 787 Bij 7 BL 5B9 POLE #3 3�s 5C— MAST ARM PPB 48 NQIL ILLUMINATION, INTERCONNECT SYSTEM AND GROUND WIRES ARE NOT SHOYM - SEE PLANS FOR ADDITIONAL INFORMATION. POLE #2 6f REVISION DESCRIPTION BY I APP I DATE 06 f08 PEDS— 04-+ 8 j S 3RD ST +94 PFAS+ TERMINAL CABINET n 641 R r 2 w— } J m i VOB 42 c 643 644 B PTZ3 NRP� CtGA 1N SURVEYED: KPG IcIP V1 4� DRAWN BY: JW Interdisciplinary Design ! DESIGN BY: DE 3131EhdAve 2502dofersanAve II r CHECK BY: JC 80e 400 T2CM'a, WA 98402 TM-N' PROJMGR: JF Sea6e,WA981211263J62T-0120 FILE: 16125SIG09dwg (206)286-1640 ww+ 4g,cdm J-BOX TO CONTROLLER BID DOCUMENT POLE #8 B 724 PB 28 2CS 725 28 N R TO CONTROLLER Aubk CITY OF RENTON 21 WIN ' Public Works Department 44 APP=NSTRUCTION 2�fy By. DATE: z INPUT m 24V PWR I B - V `gm 24VR W- Q, NO 2VP 3 1 G - B- Lu J * GROUND 3 G - O 4V P 1 B - H � $ 4V R 2 W - Z 3 G- p 24V PWR l B - V $ 24V W - V 3 G- LL LL F- 24V 581 0 - A C Y- HD 583 BL- 24V 4 0 - B 585 Y - W GROUND 51% BL- 24V C CALL 588 Y - F: GROUND 589 BL- $ V 590 0 - D CA O 592 BL- TO 764 CARD a J -R -0 -G -B -W R TO ETHERNET 0 SWITCH 9 W -R -0 -G -B -W R 0 B- G W- B B- w W- -R B- -0 W- -c B- -B W- -W B- R W- 0 B- G �W-. W- B B- w- -R B- -o W- -c B- -B W- -W B- R w- 0 B- G W- B B- w W- -R B- -0 Wr - - G B- -B W- -W B- -R w- [w- -0 B- -G -B -w -R -0 -G -B -W Xw -R -0 ZZ -G -B -W OUTPUT s TY m a a 5 0 U 67 WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO, CONVERSION PROJECT PROJECT NO. 16125 HIPUL-STP 99 FED AID NO. (034) SIGNALIZATION & ILLUMINATION PLAN DATE: DEC 2019 S 3RD ST & WILLIAMS AVE S WIRING DIAGRAM SHEETNO. 67 OF 119 GENERAL NOTES I. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSOOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS. LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, 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 CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 7. ALL NEW JUNCTION BOXES SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. 9. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 119. 10. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 11. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12' OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 12. FOR CONSTRUCTION NOTES WIRE NOTES, SIGNAL POLE EQUIPMENT SCHEDULE, PUSH BUTTON SCHEDULE, PANEL SCHEDULE, LUMINAIRE SCHEDULE & ONE LINE DIAGRAM SEE SHEET 69, FOR TRAFFIC SIGNAL WIRING DIAGRAM SEE SHEET 70. 13. FOR FIBER OPTIC PLAN SEE SHEET 79. 14. FOR TRENCH DETAIL SEE SHEET B. 15. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. LEGEND EXISTING 1IE1N DESCRIP11ON 00— DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE TYPE PPB POLE WITH PUSHBUTTON --- ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE p� 7�+ VEHICLE SIGNAL HEAD - SPARE TENON PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR VEHICLE DETECTION CAMERA a PTZ CAMERA TRAFFIC SIGNAL MOUNTED SIGN ® m TRAFFIC SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET © IRRIGATION CONTROLLER CABINET ©0 m 9 [AJUNCTION BOX TYPE 1, 2& 8 ® SMALL CABLE VAULT VEHICLE VIDEO DETECTION ZONE CONDUIT O SIGNAL POLE NOTE Q CONSTRUCTION NOTE Q WIRE NOTE = O SIGN NOTE 0 LUMINAIRE SCHEDULE NOTE (SEE SHEET 69 FOR LUMINAIRE SCHEDULE) REVISION DESCRIPTION SIGNAL HEAD ASSIGNMENTS 1 -INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "M" MOUNTING, MAST ARM MOUNT) 0 12" ' 2" 1 rl u Ex 28 .* a ..- 12"16 1 EX8 1 7 I 4 14 .. - L EX9 1 VEHICLE HEADS: PEDESTRIAN HEADS: 16 I;:. 1 EX10 # 21, 22, 41, 42. # 28, 29, 48. 49 r, �. •" 61 & 62 68, 69, 88 & 89 - --• PP8r'�• ?� � � � --- - --- 88- PHASE SEQUENCE DIAGRAM 01 NOT USED 02 03 NOT USED 04 _ - - `� NOT NOT z USED USED s 05 06 11 07 08 —► VEHICLE MOVEMENT 18 3 19 O n} 69 8 21 8 ► PEDESTRIAN MOVEMENT — `-� i + P y NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE Y 9 DOORS AND 5" BACKPLATES NTH 1" YELLOW :c c --- 9 ; - 2 RETROREFLECTIVE TAPE, MOUNTINGS SHALL BE ' '— 302+009'y . 4 304H00 PER SIGNAL POLE EQUIPMENT SCHEDULE, SHEET S 3RD ST `= 69 (MATCH POLE COLOR). ALL SIGNAL HEAD 4111_ -' 3 VQ6 SERVICE HOUSINGS AND TUNNEL VISORS SHALL BE _CABINET "54" . YELLOW COLOR AND ALL BACKPLATES SHALL BE T _ T_� --- N p _I 0"-r fT BLACK COLOR (FRONT) AND YELLOW COLOR----=EXiI� (BACK) PER SPECIAL PROVISIONS. - B8 = ::•c J _ _ ' 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED I 21S _R' R t - TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED �j WITH 7CRATE VISORS, SHALL BE COUNTDOWN 6 17 � = 2 TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. LL o J MOUNTINGS SHALL BE PER SIGNAL POLE VIDEO DETECTION r i T -r ^ EQUIPMENT SCHEDULE, SHEET 69 (MATCH POLE t7 COLOR). ALL PEDESTRIAN SIGNAL HEAD EVPE SCHEDULE SCHEDULE / f ..L.- HOUSINGS SHALL BE YELLOW COLOR. SEE SPECIAL PROVISIONS. # PHASES # PHASES / �.--212•. r SIGN SCHEDULE A 02 VDA 02 / r 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS B 04 VDB 04 NITS WHITE LETTERS SHALL BE APS TYPE. SEE SPECIAL PROVISIONS. / 1 ON GREEN _ C � 06 _ VDC 06 L / I o' ' N F � 1 � BACKGROUND D NOT USED VDD NOT USED �e p 1�LLS I WHITE 3 4 �a �-oo 41 1,tl,� _ . L. a BACKGROUND'O(O ) f 1 J r ' D3-1 (18" x 84") D3-1 18" x 75" 1 — EVI W - WHITE BORDER r 4DB _ J411 14 I 4 _I Y 14 15 I 1. ® © O O (DO P - 6$ j'q�� 3 5 _ _ A� ;yr _ - - _ R3-1 (24" x 24") R3-2 (24" x 24") R6-1R (36" x 12") R6-1L (36" x 12") { I I 6 11 PPB „ ~ ` I TALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGNEER AND MANUFACTURER { I_. 2 AD I PRIOR TO FABRICATION. Au - I 2. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C-SERIES NUMERALS AND 16 I , • R/H j LETTERS. 9 3 9 2' I I 3. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH I SIGNAL MAST ARM COLOR. I I - *• 7 # PLAN DURING THE CONSTRUCTION, EXISTING TRAFFIC SIGNAL SYSTEM SHALL BE REMOVED AND TEMPORARILY O 10 20 40 60 SUBSTITUTED WITH ALL WAY STOP CONTROL OPERATION, SCALE IN FEET UNTIL NEW SYSTEM IS OPERATIONAL. CIt.1 t. SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUES DRAWING NO, 68 DRAWN BY: JWCITY OF RENTON CONVERSION PROJECT PROJECTNO• 16125 Interdisciplinary Design BID Public Works Dcpartm t HIPUL-STP 9917 DESIGN BY: DE FED AID NQ • q 3131FJIbttAve �2502A%wAve (034) �• CHECK BY: JC Suite 400 Tacoma,WA93402 DOCUMENT AP F ONSTRUCTION SIGNALIZATION & ILLUMINATION PLAN DATE: DEC 2019 .j• //!! PROJ MGR: JF Seattle, WA 9B121 (2$3I fi27-0720 T/ / I; SHEET NO, 66 OF 119 .r�Rn•,s� �.•y��' ry (206)261}1640 wawkpg.cvm BY DATE: . -U S 3RD ST & WELLS AVE S 4TE �ry FILE: 161258IG04.dwg CONSTRUCTION NOTES LUMINAIRE SCHEDULE LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # FOUNDATION DEPTH POLE ID # COMMENTS LUMINAIRE STATION OFFSET If 9OW, LED, (TYPE III, B2—UO—G2), 4000K, 240V * * FIXED 1 5147C90 *SEE POLE SPEGFlCATION SHEET 1 : * DEC ROADWAY 2 * * DEC ROADWAY 90%, LED, (TYPE III, B2-1.10-132), 4000K, 240V * * FIXED 1 5148C90 *SEE POLE SPECIFICATION SHEET 3 * * DEC ROADWAY 90W, LED, (TYPE III, B2—UO—G2), 4000K, 240V * * FIXED 1 5149C90 *SEE POLE SPECIFICATION SHEET 9OW, LED, (TYPE III, B2—UO—G2), 4000K, 240V * * FIXED 1 5150C90 *SEE POLE SPECIFICATION SHEET 4 * * DEC ROADWAY 5 86+81 23.0' FIT DEC PEDESTRIAN 4OW, LED, (TYPE III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 5 5151B40 6 302+27 23.1' RT DEC PEDESTRIAN 4OW, LED, (TYPE III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 9 5152B40 7 88+15 22.5' LT DEC PEDESTRIAN 40W, LED, (TYPE III, B2—UO—G1), 4DOOK, 240V 2' 15' FIXED 13 5153B40 8 303+84 23.1' LT DEC PEDESTRIAN 4OW, LED, (TYPE III, B2-1.10-131), 4000K, 240V 2' 15' FIXED 17 5154B40 .r-tlFx� WIRE NOTES CKT #13: 2—#8 (ILL) 60W /_ CKT #20: 2—#6 (REC) f s CKT #9: 2—#8 (ILL) CKT #18: 2—#6 (REC) PANEL SCHEDULE 3 I CKT #1: 2—#8 CKT #5: 2—#8 (ILL) CKT #16: 2—#6 (REC) 11 ONE -LINE DIAGRAM CKT #17: 2—#8 (ILL) j CKT #22: 2—#6 (REC) r 18 I I I I I I ELECTRICAL SERVICE CABINET "S4" # $4 LOCATION: S 30 ST,, APPROX. STA 303+52 00. 19.0T RT* SERVING: SIGNAL ILLUMINATION. IRRIGATION VOLTS.. 120/240 PHASE 1 MAIN BREAKER: 2DD AMPS WIRE: 3 LOAD DESCRIPTION KVA TRIP AMPS 20 20 2p 20 20 20 2 TRIP AMPS 30 20 20 20 30 30 30 20 20 20 20 0 KVA LOAD DESCRIPTION CKT # 'ILLUMINATION ON SIGNAL P 1 (1,2,3,4) 0.5 2.7 SIGNAL 2 1.0 IRRIGATION 4 5 ILLUMINATION SE (5) 0.1 0.1 LTG CONTROL 6 1.0 GFCI OUTLET 8 9 ILLUMINATION SW (6, EX18) 0.2 -- FUTURE SMALL CELL NETWORKS 10 — FUTURE SMALL CELL NETWORKS 12 13 ILLUMINATION NW (7,EX8,EX9,EX10,EX17) 0.6 — FUTURE SMALL CELL NETWORKS 14 1.0 RECEPTACLES SE 5 16 17 ILLUMINATION NE (8) 1 0�__ 1.0 RECEPTACLES SW 6 16 1.0 RECEPTACLES NW (7) 20 21 SPARE 1.0 RECEPTACLES NE 8) 22 23 SPARE — SPARE 24 REMARKS: I CONNECTED LOAD: 10.3 KVA 42.9 AMPS ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY DEMAND LOAD (1257):12.9 KVA 53.6 AMPS PHOTOCELL IN ELECTRICAL SERVICE CABINET * LOCATION OF CENTER OF 3—CABINET COMBINED FOUNDATION. PUSH BUTTON SCHEDULE o REMOVE EX WRING 0®©O�I♦���I♦��� MMMMMMMMMMM—CO GROUND WIRE m®©©�■I000m�l.�o� 0�i•1•���=�� IQJ ' NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE (NOT SHOWN). GROUND TIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED 'CITY OF RENTON". # BUPUSH TTON 4 ARROW DIRECTION SIGN CUSTOM WALK VOICE MESSAGE 1 29 LEFT R10-3e(L) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 2 48 RIGHT R10-3e(R) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE PPOLE 3 49 LEFT R10-3e(L) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 4 68 RIGHT R10-3e(R) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 5 69 LEFT R10-3e(L) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET 6 88 RIGHT R10-3e(R) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 7 89 LEFT R10-3e(L) WELLS AVENUE WALK SIGN IS ON TO CROSS WELLS AVENUE 8 28 RIGHT R10-3e(R) 3RD STREET WALK SIGN IS ON TO CROSS 3RD STREET REVISION DESCRIPTION SIGNAL POLE EQUIPMENT SCHEDULE EQUIPMENT MOUNTED ON POLE (POLE POLE MAST ARM I LUMINAIRE ARM NUMBER ® TYPE VLTi HEAD PED HEAD APS WITH SIGN SIGN TERM VEH HEAD PRE— I.R. PRE— GPS VETR DEIECT CAMERA SIGN LUMI NA1RE 070 CELL PTZ 0 ID _ 210 1 © 1 2"' 1 1 1 1 1 Q1 1 — 1 Q2 PPB — — 1 — — — — — — — — — Q3 III 1[21 2L111 1 10 1 iDI 3 ® PPB — — 1 — — — — — — — — — — SQ III — 2U] 1 © PPB — — 1 — — — — — — — — 7Q ID ILO 2L1] 1 6 SIGNAL HFAn uOUNTING TYPE: ['[TYPE A 'z'TYPE K `°'TYPE M 0 CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72 ## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72—## AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL [DECORATIVE TYPE III SIGNAL POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72—## AND SIGNAL POLE £OJIPMEN T SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. © OONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS SHEETS 72-73 AND SIGNAL POLE EQUIPMENT SCHEDULE, THIS SHEET. SEE SPECIAL PROVISIONS. Og LOCATION OF EXISTING POWER SOURCE. REUSE PORTION OF EXISTING AND ADD NEW CONDUIT BETWEEN EXISTING PSE VAULT AND NEW ELECTRICAL SERVICE CABINET. REMOVE EXISTING AND INSTALL NEW FEEDER WIRING PER WIRE NOTES, THIS SHEET. SPLICING TO POWER SOURCE SHALL BE DONE BY OTHERS. COORDINATE POWER HOOK UP WITH PSE REPRESENTATIVE. tp CONSTRUCT COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINET/IRRIGATION CONTROLLER CABINET FOUNDATION PER DETAIL (TYPE 8) ON SHEET 76. CENTER OF FOUNDATION LOCATED PER PANEL SCHEDULE, THIS SHEET. ALL EDGES OF FOUNDATION SHALL ALIGN WITH SCORED SIDEWALK LINES, SHEET 87. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. FURNISH AND INSTALL TS2—TYPE 1 P+"SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, ADDITIONAL FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT. FIBER OPTIC CABLE TO BE CONNECTED BY OTHERS. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD PLANS 122.1 AND 122.2, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, THIS SHEET. COORDINATE ELECTRICAL METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 45 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 12 EXISTING LUMINAIRE AND POLE TO REMAIN. PROTECT LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/WIRING DURING CONSTRUCTION. 13 CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.5 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER CDR STD PLAN 117.5 AND LUMINAIRE SCHEDULE, THIS SHEET. 14 REMOVE EXISTING SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT AND JUNCTION BOXES AND ASSOCIATED CONDUIT ELBOWS. ABANDON AND CAP REMAINING CONDUIT AND REMOVE UNUSED WIRING TO CONTROLLER / SERVICE CABINETS. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE SALVAGE EQUIPMENT PER SPECIAL PROVISIONS. 15 REMOVE EXISTING POLE MOUNTED SIGNAL CONTROLLER AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. Ig SEE FIBER OPTIC PLAN SHEET 79 FOR CONSTRUCTION NOTE FOR JUNCTION BOX OR CABLE VAULT. 17 REMOVE EXISTING LUMINAIRE, POLE, ASSOCIATED EQUIPMENT, JUNCTION BOX AND UNUSED TIRING TO NEAREST SPLICE. REMOVE EXISTING POLE FOUNDATION AT LEAST 3 FEET BELOW FINISHED GRADE. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. RESTORE SIDEWALK PER DETAILS, SHEET 28. SEE SPECIAL PROVISIONS. tg EXISTING LUMINAIRE POLE TO REMAIN. INSTALL NEW WIRING TO NEW SERVICE CABINET PER WIRE NOTES, THIS SHEET. UPDATE POLE AND dUNCiIOh BOX SPLICES. 19 INSTALL JUNCTION BOX AND DAYLIGHT EXISTING CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY, REPLACE EXISTING WIRING TO NEAREST JUNCTION SPLICE PER WIRE NOTES, THIS SHEET. ©p REMOVE EXISTING JUNCTION BOX AND ALL EXISTING WIRING. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING UNUSED CONDUIT. 21 REMOVE EXISTING LUMINAIRE POLE AND FOUNDATION. REMOVE EXISTING JUNCTION BOX AND REMOVE EXISTING TIRING TO THE NEAREST JUNCTION BOX SPLICE. ABANDON AND CAP UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION PER CDR STD PLAN 117.2 AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE, BASE, LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER CDR STD PLAN 117.4 AND LUMINAIRE SCHEDULE, THIS SHEET. © INSTALL JUNCTION BOX AND DAYLIGHT EXISTING EMPTY CONDUIT TO PROVIDE CONTINUOUS CORRIDOR CONDUIT RACEWAY. © INTERCEPT EXISTING AND SPLICE IN NEW CONDUIT FOR FEEDER WIRING PER WIRE NOTES, THIS SHEET. ® REROUTE ONE EXISTING 1.5" AND ONE EXISTING 3" UNDERGROUND PVC CONDUITS AND WIRING AROUND PROPOSED FOUNDATION BASED ON TEST POTHOLING. COORDINATE WITH THE ENGINEER. ©5 TWO EXISTING UNDERGROUND PVC CONDUITS TO BE REROUTED AROUND PROPOSED FOUNDATION BY OTHERS BASED ON TEST POTHOLING. SURVEYED: KPG DRAWN BY: JW �� CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT DRAWING NO 69 PROJECT NO 16125 O DESIGN BY: DE Interdisciplinary Design FED AID NO HIPUL•STP 41 �— a • o t^ •i' '} CHECK BY: JC PROJ MGR: JF erson A 2502 81319Ii0tlAve Tacoma6WAW(a DOCUMENT su6eaoo Tacoma, wase4o2 Saatlk, WA 98121 (2831027-0720 RPPR r QNSFRi]CTI4N �-7 �+.� SIGNALIZATION &ILLUMINATION PLAN 'v S NOTES DATE: DEC 2019 SHEET NO. 69 OF 119 ..... 1'�'` ,U (206)28&1640 www,�pg,mm pgTE.: .- 1 -S 3RD ST & WELLS AVE i FILE: 16125SIGD4 dwg POLE #8 Z INPUT OUTPUT TERMINAL CABINET POLE #6 9784 PB 88 W78 PHASE SEQUENCE DIAGRAM 01 NOT USED 02 03 NOT USED 04 —� NOT NOT z USED USED 05 06 07 08 —i VEHICLE MOVEMENT ► PEDESTRIAN MOVEMENT VIDEO DETECTION EVPE SCHEDULE SCHEDULE If PHASES $ PHASES A 02 VDA 02 B 04 VDB 04 C 06 VDC 06 -"8 PEDS- 04 �+ B 8 1 S 3RD ST �-e4 PES— OO ram- n wAtx }® 49 NOIE: ILLUMINATION, INTERCONNECT SYSTEM AND m GROUND WARES ARE NOT SHOWN - SEE PLANS FOR ADDITIONAL INFORMATION. POLE #Z P8 VOC EVPE fit MAST ARM J-BOX TERMINAL CABINET 0 =3 644 s4s r � R 64t r 64 42 6 fi43 844 646 tips PTZ2 ■� 29 $E CORNER TO CONTROLLER .y CSG,y,y, SURVEYED: KPG XCIP� JW DRAWN BY: JW Interdisciplinary Design BID DESIGN BY: DE 31 y, ti0 CHECK BY: JCVp{(S Q T �OTi y>ay�yp¢ DOCUMENT PROJ MGR: JF Sp�gWAt0121 {253}BZTdi26 FILE: 16125SIG64.dwg (RI6}Z1t61G� REVISION DESCRIPTION BY APP DATE TO >1 CONTROLLER T CITY OF RENTON `' ' Public Works Department APPP=ONSTRUCTION BY DATE4//# B 28 m 1 Z W— Q,3 1 G- B- J * 2 3 1240- G — Q 1 B— IX `'$ Z w— Z G - Q 1 B- Ci w - VGRUMP 131G- LL ILL 24V 0 - y A CALL Y - OUNO BL- 24V �+ q584 GROUND BL- 24V0-C CALL Y - F GROUND BL- $ I L-74V _590 0 - WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT SIGNALIZATION & ILLUMINATION PLAN S 3RD ST & WELLS AVE S WIRING DIAGRAM r- 25 S DRAWING NO. 70 PROJECT NO. 16125 FED AID NO HII L•STP 9917 aul DATE: DEC 2019 SHEET NO 70 OF 119 IERAL NOTES ALL WORK SHALL BE COMPLETED IN THE ACCORDANCE WITH WSOOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS. 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. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTA11ON MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH BLACK MATERIAL WHILE NOT IN OPERATION. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN 12' OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. INSTALL SIGNAL REVISION AHEAD SIGNS (W20-903, 36"x36") AT ALL SIGNAL APPROACHES. COORDINATE LOCATIONS WITH THE ENGINEER IN THE FIELD. FOR ADDITIONAL GENERAL NOTES SEE CITY OF RENTON STANDARD PLAN 135. PHASE SEQUENCE DIAGRAM 4 I 0� 041 �- Z a � N c� � f'k► 05 06 07 08 /• 00L-L`� L10-2J16, - VEHICLE MOVEMENT 4 OVERLAPPED VEHICLE MOVEMENT �4 FYA VEHICLE MOVEMENT ► PEDESTRIAN MOVEMENT LEGEND INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "M" MOUNTING, MAST ARM MOUNT) 12" 0 12' LQ 12" VEHICLE HEADS: # EX21, EX22, EX41, 42, EX61, EX62, EX81, EX82 & EX83 SIGNAL HEAD ASSIGNMENTS Q12" 12"- r rlr 12" - (BI-MODAL) FYA 12" G 12" I7 12" VEHICLE 07 VELIICLE HEADS: PEDESTRIAN HEADS: # II/Dial & 51/OLC EX31/OLB, EX71/OLD, N Ex26, EX27, & EX72/OLD EX46, EX47, EX66 & EX67 -- Op —� OP / 001 S EX EVPE A EVPE SCHEDULE / k, 11x� PHASES ° A 02 & 05 B 04 & 07 EX C 06 & 01 LIM ' f-E!X D 08 & 03 5 -EX' 7 ;•�� "81 EX71/OLD £X41 EX 42 �ph1� EVPE.� e r w 51/OLC 11 01A EX L63A -' f 0+00 YDL` w - EX. _ . __� L63B �. _ •_ L.6 AI� 7 EX610- - - EX L61B7-1 ' EX62 - ,_----_ IX - EX EVPE1 I _-'EWEI EX D EX82 E7t81 E)(31i0� C EXISTING yEy( DESCRIPTION SIGNAL POLE WITH MAST ARM AND LUMINAIRE ---> 7�+ VEHICLE SIGNAL HEAD d PEDESTRIAN SIGNAL HEAD EMERGENCY PRE-EMPTION DETECTOR AMA VEHICLE DETECTION CAMERA TRAFFIC SIGNAL MOUNTED SIGN ® TRAFFIC SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET ®z m JLJNC11ON BOX TYPE 1, 2 & 8 VEHICLE DETECTION LOOPS CONDUIT O CONSTRUCTION NOTE 0 WIRE NOTE REVISION DESCRIPTION 2 ETF67 - EX L71 7 r J A, 5. TYP IX L41 CONSTRUCTION NOTES O EXISTING SIGNAL POLE TO REMAIN. INSTALL ONE NEW VEHICLE SIGNAL HEAD (ON EXISTING TENON, TYPE "M" MOUNT) AND ONE VEHICLE DETECTION CAMERA ON MAST ARM. INSTALL ONE 30"X36" REGULATORY SIGN (-LEFT TURN YIELD ON FLASHING ARROW) AND REMOVE ONE EXISTING R3-2 SIGN (NO LEFT TURN) FROM THE MAST ARM. ADD WIRING PER WIRE SCHEDULE THIS SHEET. O2 EXISTING SIGNAL POLE TO REMAIN. REMOVE EXISTING R3-5R SIGN (RIGHT TURN ONLY) FROM THE POLE. O3 EXISTING SIGNAL POLE TO REMAIN, REMOVE EXISTING VEHICLE SIGNAL HEAD EX51/OLC AND INSTALL NEW VEHICLE SIGNAL HEAD 51/DLC ON THE SAME EXISTING TENON WITH TYPE 'M" MOUNT. REMOVE ONE EXISTING R3-1 SIGN (NO RIGHT TURN) FROM THE MAST ARM. REMOVE TWO R6-2 SIGNS (ONE WAY) AND ONE R6-7 SIGN (END ONE WAY) FROM THE POLE. EXISTING SIGNAL POLE TO REMAIN. ADD ONE NEW VEHICLE SIGNAL HEAD (ON EXISTING TENON, TYPE "M" MOUNT) AND REMOVE ONE EXISTING R3-5R SIGN (RIGHT TURN ONLY) FROM THE MAST ARM. REMOVE TWO R6-2 SIGNS (ONE WAY) AND ONE R6-7 SIGN (END ONE WAY) FROM THE POLE. ADD WIRING PER WARE SCHEDULE THIS SHEET. O LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. THE CONTRACTOR SHALL ONLY TERMINATE NEW WIRING OR REMOVE EXISTING FIELD WIRING IN THE CABINET_ CONTROLLER MODIFICATIONS AND TESTING SHALL BE DONE BY OTHERS. COORDINATE WORK WITH THE CITY TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE. ONLY JOURNEY LEVEL WORK IS ALLOWED IN THE CABINET. © ABANDON EXISTING VEHICLE INDUCTION LOOPS AND REMOVE EXISTING UNUSED WIRING FROM THE JUNCTION BOX SPLICE TO THE TRAFFIC CONTROLLER CABINET. Q7 EXISTING VEHICLE DETECTION LOOPS TO REMAIN. DO NOT DISTURB WIRING CONNECTIVITY DURING CONSTRUCTION. _C1f, I,r SURVEYED: KPG ]KINDIIIIEW"61 ti DRAWN BY: JW DESIGN BY: DE Interdisciplinary Design 3131BliodAve 2502JeK&wAve ,y0 CHECK BY: JC 8UICB4W Tacra,WA98402 PROJMGR: JF 8eaCe,WA96121 (263) 621-0720 ¢ .si.1 y (206)2661640 wwwkNcdm DATE ti FILE: 1612551G05 dvvg BID DOCUMENT SIGN SCHEDULE FO I� IXd6= - EX — z— — II - i L21B • ,,liil ` ,'` % a` % ERA • •-7.lYPix EX --... --• - __ ..... _._.. �........� . _-. �. 402+00 II � t ter:.- r L51 SGRADYWAY ..-...-...-.-.-..__ �.__. ... LEFT TURN WHITE BACKGROUND YIELD ON FLASHING BLACK LETTERS YELLOW All \— —YELLOW ARROW ON BLACK BACKGROUND 0 R10-12 MOD (30" x 36") NOTE: 1. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. WIRE NOTES RN 1 EX 1 1 2 EX 1 1 _ 3 EX 1 1 4 5 6 7 NUILI 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON'. PLAN EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN FULLY OPERATIONAL UNTIL DAY OF 0 10 20 40 60 CHANGEOVER WHEN UNIFORMED POLICE SCALE IN FEET OFFICER SHALL DIRECT TRAFFIC. CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 71 (9 CONVERSION PROJECT PROJECT NO 16125 Public Works Department FED AID NO HIPUL-STP 5017 1034) ,4PPR wdsTlzucrlor+ SIGNALIZATION & ILLUMINATION PLAN DATE: DEC 2019 BY DATES GRADY WAY & WILLIAMS AVE S SHEETNO. 71 OF 119 E1 c4i POLE ORIENTATION LINE (E1 ATTACHMENT POINT) MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E1 ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION 1TTACHMENT POINT NCHOR BOLT PLATE DCATION STATION 90� POLE ORIENTATION ANGLE (P.O.A.)�/ 9� DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE - (E1 ATTACHMENT POINT) POLE ORIENTATION AND ATTACHMENT POINT DETAIL VIDEO CABLE NOTES SIGNAL MAST ARM I 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND ) SHAPE OF CABLE. I 2. CAMERA ROTATION IN HOUSING TO BE ADJUSTED TO PROVIDE LEVEL I MONITOR PICTURE. 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. + 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUE TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED W/SUITABLE COPPER OPEN I SPADES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. 9. CAMERA MOUNT, STRAPS 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 NI, SIGNAL POLE AND FOUNDATION IDENTIFICATION TAGS: INSTALL TAGS PER CDR STD PLAN 139 PAINT SPECIFICATIONS:_ SEE VIDEO DETEC11GN ALL POLES, ARMS, BASES, POLE -MOUNTED TERMINAL CAMERA SIGNAL MAST ARM CABINETS AND RELATED PARTS SHALL BE FACTORY MOUNT DETAIL, THIS SHEET. GALVANIZED AND FACTORY POWDER COATED WITH PRIMER AND FINISH. ALL LUMINAIRE FIXTURES SHALL Oj BE FACTORY POWDER COATED WITH PRIMER AND �1 �J FINISH. FOR PAINT COLOR AND APPLICATION B1 PROCESS, SEE SPECIAL PROVISION 6-07. B2 b 2 9 I I 0 I � 1 TYPE PPB TYPE PS SEE POLE PED. PUSH PED. HEAD BASE NOTES BUTTON POST STANDARD LUMINAIRE MAST ARM XYZ ft MAST ARM LENGTH X Y Z (ftJ 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16' 52.8 Dff VEHICLE HEAD STANDARD VD LEGEND a. VEHICLE DISPLAY b. MAST ARM MOUNTED SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POLE MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY In. CABINET I. PPB-M } HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA B4 b NOTES f DI D1 D MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN CHART. FIELD INSTALLED. _ 3 LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO I INSTALLATION. L [� SEE CITY OF RENTON STANDARD PLAN 117.3. OS DECORATIVE ROADWAY LUMINAIRE. a I SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY B8 a HORIZONTAL DISTANCE FROM STOP LINE 45 53 - 180 MIN. MA]L MIN, MAX. MIN,MA]L MIN. MAx 3 SECTION 12" 5 SECTION DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.6 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY I I I ROADWAY LIMITS OF VERTICAL CLEARANCE REQUIREMENTS TYPE II, III k SO SIGNAL STANDARDS B10 811 b C lj a 2 ANCHOR BOLT I a OR J' 2 SIDEWALK r FOUNDATION I H h H 45.�' •,i�. t G G fi 2 3 9 9 SIDEWALK THICKENED 1� EDGE AROUND j FOUNDATION DETAIL POLE BASE NOTES 4 m SEE POLE SIDEWALK BASE NOTES 1. TOP OF FOUNDATION ELEVATION IS BOTTOM OF SIDEWALK. 2. INSTALL POLE FOUNDATION IDENTIFICATION TAG ON TOP OF FOUNDATION PER CDR STD PLAN 139. 3. CONSTRUCT SIDEWALK THICKENED EDGE AROUND FOUNDATION PER DETAIL. 4. POLE ANCHOR BOLTS SHALL EXTEND ABOVE TOP OF SIDEWALK ELEVATION AS REQUIRED. 5. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD. 6. PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD. 7. INSTALL DECORATIVE POLE BASE PER SPECIAL PROVISION. SIGNAL STANDARD DETAIL CHART MOUNTING MAST LUMINAIRE SIGNAL MAST ARM DATA CALCULATED POLE ATTACHMENT POINT ANGLES [DEG] TOP OF SOIL LATERAL FOUNDATION DEPTHS FIELD LOCATION POLE HFlGHT POLE FOUNDATION BEARING POW REMARKS ARM ARM LENGTH OFFSET DISTANCES [T] POKE TO ATTACHMENT POINTS (FT) WINDLOAD AREAS (SO FT] [X] [Y] XYZ [ETa] D E F1 F2 G1 G2 H 11 2 J L ELEVATION [4] PRESSURE (PSF) 3' RD 3' SO 14' RD ID STATION OFFSET LT R P.O.A. TYPE Al A2 LENGTH C B1 B2 B3 B4 B5 B6 B7 BEI B9 B10 B11 B1 B2 B3 B4 B5 86 B7 88 B9 B11 WILLIAMS AVE S & S 2ND S7 PER FOUNDATIONS PER FOUNDATIONS I IST NAME SIGN O S 2ND ST. 16.5' X 1 0' III 19.0 35.0 23.0' 6.0' 22 STA 200+33.8 0 WILLIAMS AVE S, 18.0' X - PPB - - - STA 35+76.8 O WILLIAMS AVE S, STA 35+615 28.3' X 0 11 19.0' 35.0' 28.5' 12.0' 27.5 23 ® NWAMS AVE S, 17.6' X - PPB - - STA 35+78.0 S 2ND ST, 16.5' X - PPB - - - STA 199+66.9 6 O S 2ND ST, 0' III 19.0' 35.0' 30.0' 12.0' 29.0 STA 199+68.6 7 O WILLIAMS AVE S, - PPB - - - STA 36+55.9 t 8 WILLIAMS AVE S, 0' III 19.0'35.0' 18.0' 6.0' 17.0 13O STA 36+52.3S 0 2ND ST, - PPB - - STA 200+28.7 O S 2ND ST. 15.5' X 0' 10 19.0 35.0 22.0' 6.0' 21. STA 203+34.9 WELLS AVE S. 18.0' X - PPB - - SETA 92+77.1 O WELLS AVE S, 17.0' X 0' III 19.0 35.0 17.0' 6.0' 16.0 1, STA 92+77.0 ® S 2ND ST, 16.5' X - PPB - STA 202+67.7 5 O S 2ND ST, 31.1' X 0' 111 19.0, 35.0' 29.0' 10.0' 28.0 STA 202+63.3 © WELLS AVE S, 18.0' X - PPB - - - STA 93+52.7 7 O WELLS AVE S, 19 7' X 0' III 19.5' 35.0' 19.5' 8.0' 18.5 1 STA 95+53.6 © S 2ND ST, 29.0' X _ PPB - SETA 203+32.7 1 O S 3RD ST, 17 5' X 0' III 19.0 35.0 21.0' 6.0' 20.E STA 300+33.1 - 2 O WILLIAMS AVE S, 180 X - PPB STA 30+18.4 X 0' IR 19.0' 35.0' 33.5' 12.0' 32.5 ; 3 O S 3RD ST, 18.0' STA 299+66.9 WILLIAMS AVE S, 18.5' X - PPB ® STA 30+19.0 S 3RD ST, 20.0' X 0' III 19.0' 35.0' 20.0' 8.0' 19. STA 299+66.9 WILLIAMS AVE S, 18.3' X - PPB - _ - STA 30+84.2 ►c� WILLIAMS AVE S, 180 X 0' III 19.0' 35.0' 18.0 6.0 17.0 ' V STA 30+84.0 0 S 3RD ST, 18.0' X - PPB - - - STA 300+32.6 .0000E®O�oO®o00®IMMUNE ®mom ME Emmons Now0000E®®®0■00000®=00mom®e® 000Emmons �00®00000®®®0000000®®mB®0®®®I noun MEN - `liT1uJlL!4 'l1211;JUtI• 1 S 3RD ST, 17 5' I X 1 0' IR 19.0 35.0 21.0' 6.0' 20.E - O STA 303+35.0 WELLS AVE S. STA 87+17.2 18.0' X - PPB - - - O WELLS AVE S, 16.0' X 0' ill 19.0' 35.0' 17.0' 6.0' 16.E 12. STA 87+16.7 S 3RD ST, ® STA 302+67.3 16.0' X PPB- 0 S 3RD ST, STA 302+67.3 17 5' X 0' III 19.0' 35.0 16.0' 6.0' WELLS AVE S, © STA 87+83.0 18.9' X - PPB - - - 7 WELLS AVE S, I7.3 ' X 0' III 19.0' 35.0' 17.0' 6.0' 16.0 12.0 O STA 87+82.5 O S 3RD ST, 8 STA 303+32.9 18.0' X - PPB - - - PER FOUNDATIONS PER FOUNDAIIONS 80- 180- - 40.82' CHART, SHEET i CHART, SHEET it PER WSDOT STD - - 40.59' PLAN J-20.10 80' 180' - PER FOUNDATIONS PER FOUNDATIONS 40.61' CHART, SHEET #! CHART, SHEET N PER WSDOT STO - - 40.58' PLAN J-20.10 80' 180' - 40.59' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET ## CHART, SHEET J# - 40.69' PER WSDOT ST0 PLAN J-20.10 80' 180, - 40.68' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET #0 CHART, SHEET i1 - - - 40.82' PER WSDOT STD PLAN J-20.10 16. - 18.0 12.0 - - - - 6.0 9.2 - 9.2 - - 9.2 - - - 10.5 ( O)F 0' 0' - - [3] [311 l8O' [1] - I80' 180- - 41.94' CHART, SHEET t# CHART, SHEET ii PER WSDOT STO _ - - - - - - [1] - - - - 41.77' PLAN J-20.10 PER FOUNDATIONS PER FOUNDATIONS 0 - 13.5 - - - - - 5.0 9.2 4.0 - - - - - - 9.4 262.0 0' 0' [3] - [3] [3] 18D' [1] - 180' 180' - 41.79' CHART, SHEET SN CHART, SHEET H PER WSOOT STI? -- - - - - - - - 1-11 - - - 41 76' PLAN J-2010 [1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE n MW I III : nrr. nF DI ICM RI ITrnM c34A1l RC eun Fn P A R A I I Fl TO THE CROSSWALK[ �I•I• REVISION DESCRIPTION 4.5 9.2' - 9.2' - I - - - - 10.5 306.3 0' 1 0' - - 13.5 - - - - 6.0 9.2 4.0 - - - - - - 9.4 271.4 +00. [2] (NOTE NOT USED) [3] �F1IDBTHE LES N�POLE FINTED EQUIPMENT G BE 41BY THE N THE FIELD PRIORTO DRILLING. SURVEYED: KPG 1C.F""'C1141 DRAWN BY: JW - _ DESIGN BY: DE Interdisciplinary Design g I D CHECK BY: JC w� DOCUMENT PROJ IAGR: JF P.7ml,621- n ,.rkn•.,I ,.' (196I28G1W9 .lgig.mn �ry FILE: 16125SIGPOLEdw9 PLACED ON POLE ST NAME SIGN SHALL BE PLACED ON POLE ST NAME SIGN a PLACED ON POLE - [3] [3] 180' [1] - 180' 180' - 41.60' CHARTOUSHEET CHARSH ENDATIONS PER TT { PLACED ON POLONS ST NAME SIGN E BE PER WSDOT STD - - - - [1] - - - 41.61' PLAN J-20.10 ] - [3] RER FOUNDATIONS PER FOUNDATIONS 41.75' CHART, SHEET CHART, SHEET ## PER WSDOT STD [1] - - - - 41.96' 1 PLAN J-20.10 [4] TOP OF FOUNDATION ELEVATION IS BOTTOM OF F FUTURE SIGNAL HEAD OR SIGN. INSTALL SIDEWALK. SEE POLE BASE NOTES ON SHEET 72, TENON FOR FUTURE SIGNAL HEAD. 3 CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 73 CONVERSION PROJECT PROJECT NOL 16125 PudI,c W06o 000-1 r"nt HIPUL-STP 95 FED AID N0. (034) AAP DNSTRUCnON �I SIGNAL POLE SPECIFICATIONS DATE: DEC 2019 BY GATE f/ SHEET NO. 73 OF 119 _ 14. - - - - - - 7.0 9.2 - 9.2 - - - - - _ 13.5 445.5 0' 0' - - [3] [3] 180 [1] - �wl - 40.29' CHART, SHEET #1 CHART, SHEET N PER WSDOT STO - 40.12' PLAN J-20.10 NS 5 - - 25.0 - - - - - 15.0 9.2 4.0 - - - - - I - 9.6 530.6 0' 0' [3] - [3] [3] 180' - - 180' 180' - 40.18' PER FOUNDATIONS PER T, SHE U CHART SHEET MART SHEET PER WSDOT STD - 40.32' PLAN J-20.10 PER WSDOT STD 40.19' PLAN J-20.10 - 19.0 - 22.5 25. - 15. - _ 8.5 9.2 - 9.2 - 11.5 - 9.2 - 13.5 596'O 0' 0' - - [3] [3] 180' [1] - 180' 1Bo' - 40,06' PER FOUNDATIONS PER T, SHEET {593.OjF CHART, SHEET CHART, SHEET { PER WSDOT STD 39.85' PLAN J-20.10 0 - - 15.0 - - - 9.2 4.0 - - - - - - 9.6 295.4 0' 0' [3] - [3] [3] 1w [1] - 180' 180' - 39.98' PER FOUNDATIONS PER FOUNDATIONS - 7.0 CHART, SHEET � CHART, SHEET � PER WSDOT STO [1] - - - 40.17' PLAN J-20.10 WELLS AVE S & S 2ND ST NS 9.2 - 9.2 - - - - - - 10.5 395.6 0' 0' - - [3] [3] 180' [1] - 180' 180- - 41.94' PER FOUNDATIONS CH T, SH FT ## CHART, SHEET � CHART, SHEET � PER WSDOT STD - - 41.77' PLAN J-20.10 PER FOUNDATIONS FOUNDATIONS 0 - - 13.5 - - - - - 6.0 9.2 4.0 - - - - - - 9.6 272.6 0' 0' [3] - [3] [3] 180 [1] - 780 180' - 41.79' CHART, SHEET ## CCHHART, SHEET #1 PER WSDOT STD - - - - 41.76' PLAN J-20.10 18.0 - 22.5 24. - l4, - 7.5 9.2 9.2 - - 11,$ - 9.2 - 10.5 535.0 F 0' 0' - - [3] [3] 180' [1] 180' 180' - 41.60' PER FOUNDATIONS PER FOUNDATIONS (529 4) CHART, SHEET { CHART, SHEET 00 PER WSDOT STD j0' k[31- 41.61' PLAN J-20.10 .5 _ - 16.0 - -- - - 8.0 9.2 4.0 - - - - - - - 9.6 331.4 [3] 180, [1] - I80' 180' - 41.75' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET H CHART, SHEET �PER WSDOT ST0- - 41.96' PLAN J-20.10 WILLIAM5 AVE S & S 3RD ST PER FOUNDATIONS PER FOUNDAIIONS 80- 180- - 40.82' CHART, SHEET i CHART, SHEET it PER WSDOT STD - - 40.59' PLAN J-20.10 80' 180' - PER FOUNDATIONS PER FOUNDATIONS 40.61' CHART, SHEET #! CHART, SHEET N PER WSDOT STO - - 40.58' PLAN J-20.10 80' 180' - 40.59' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET ## CHART, SHEET J# - 40.69' PER WSDOT ST0 PLAN J-20.10 80' 180, - 40.68' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET #0 CHART, SHEET i1 - - - 40.82' PER WSDOT STD PLAN J-20.10 16. - 18.0 12.0 - - - - 6.0 9.2 - 9.2 - - 9.2 - - - 10.5 ( O)F 0' 0' - - [3] [311 l8O' [1] - I80' 180- - 41.94' CHART, SHEET t# CHART, SHEET ii PER WSDOT STO _ - - - - - - [1] - - - - 41.77' PLAN J-20.10 PER FOUNDATIONS PER FOUNDATIONS 0 - 13.5 - - - - - 5.0 9.2 4.0 - - - - - - 9.4 262.0 0' 0' [3] - [3] [3] 18D' [1] - 180' 180' - 41.79' CHART, SHEET SN CHART, SHEET H PER WSOOT STI? -- - - - - - - - 1-11 - - - 41 76' PLAN J-2010 [1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE n MW I III : nrr. nF DI ICM RI ITrnM c34A1l RC eun Fn P A R A I I Fl TO THE CROSSWALK[ �I•I• REVISION DESCRIPTION 4.5 9.2' - 9.2' - I - - - - 10.5 306.3 0' 1 0' - - 13.5 - - - - 6.0 9.2 4.0 - - - - - - 9.4 271.4 +00. [2] (NOTE NOT USED) [3] �F1IDBTHE LES N�POLE FINTED EQUIPMENT G BE 41BY THE N THE FIELD PRIORTO DRILLING. SURVEYED: KPG 1C.F""'C1141 DRAWN BY: JW - _ DESIGN BY: DE Interdisciplinary Design g I D CHECK BY: JC w� DOCUMENT PROJ IAGR: JF P.7ml,621- n ,.rkn•.,I ,.' (196I28G1W9 .lgig.mn �ry FILE: 16125SIGPOLEdw9 PLACED ON POLE ST NAME SIGN SHALL BE PLACED ON POLE ST NAME SIGN a PLACED ON POLE - [3] [3] 180' [1] - 180' 180' - 41.60' CHARTOUSHEET CHARSH ENDATIONS PER TT { PLACED ON POLONS ST NAME SIGN E BE PER WSDOT STD - - - - [1] - - - 41.61' PLAN J-20.10 ] - [3] RER FOUNDATIONS PER FOUNDATIONS 41.75' CHART, SHEET CHART, SHEET ## PER WSDOT STD [1] - - - - 41.96' 1 PLAN J-20.10 [4] TOP OF FOUNDATION ELEVATION IS BOTTOM OF F FUTURE SIGNAL HEAD OR SIGN. INSTALL SIDEWALK. SEE POLE BASE NOTES ON SHEET 72, TENON FOR FUTURE SIGNAL HEAD. 3 CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 73 CONVERSION PROJECT PROJECT NOL 16125 PudI,c W06o 000-1 r"nt HIPUL-STP 95 FED AID N0. (034) AAP DNSTRUCnON �I SIGNAL POLE SPECIFICATIONS DATE: DEC 2019 BY GATE f/ SHEET NO. 73 OF 119 _ 14. - - - - - - 7.0 9.2 - 9.2 - - - - - _ 13.5 445.5 0' 0' - - [3] [3] 180 [1] - �wl - 40.29' CHART, SHEET #1 CHART, SHEET N PER WSDOT STO - 40.12' PLAN J-20.10 NS 5 - - 25.0 - - - - - 15.0 9.2 4.0 - - - - - I - 9.6 530.6 0' 0' [3] - [3] [3] 180' - - 180' 180' - 40.18' PER FOUNDATIONS PER T, SHE U CHART SHEET MART SHEET PER WSDOT STD - 40.32' PLAN J-20.10 PER WSDOT STD 40.19' PLAN J-20.10 - 19.0 - 22.5 25. - 15. - _ 8.5 9.2 - 9.2 - 11.5 - 9.2 - 13.5 596'O 0' 0' - - [3] [3] 180' [1] - 180' 1Bo' - 40,06' PER FOUNDATIONS PER T, SHEET {593.OjF CHART, SHEET CHART, SHEET { PER WSDOT STD 39.85' PLAN J-20.10 0 - - 15.0 - - - 9.2 4.0 - - - - - - 9.6 295.4 0' 0' [3] - [3] [3] 1w [1] - 180' 180' - 39.98' PER FOUNDATIONS PER FOUNDATIONS - 7.0 CHART, SHEET � CHART, SHEET � PER WSDOT STO [1] - - - 40.17' PLAN J-20.10 WELLS AVE S & S 2ND ST NS 9.2 - 9.2 - - - - - - 10.5 395.6 0' 0' - - [3] [3] 180' [1] - 180' 180- - 41.94' PER FOUNDATIONS CH T, SH FT ## CHART, SHEET � CHART, SHEET � PER WSDOT STD - - 41.77' PLAN J-20.10 PER FOUNDATIONS FOUNDATIONS 0 - - 13.5 - - - - - 6.0 9.2 4.0 - - - - - - 9.6 272.6 0' 0' [3] - [3] [3] 180 [1] - 780 180' - 41.79' CHART, SHEET ## CCHHART, SHEET #1 PER WSDOT STD - - - - 41.76' PLAN J-20.10 18.0 - 22.5 24. - l4, - 7.5 9.2 9.2 - - 11,$ - 9.2 - 10.5 535.0 F 0' 0' - - [3] [3] 180' [1] 180' 180' - 41.60' PER FOUNDATIONS PER FOUNDATIONS (529 4) CHART, SHEET { CHART, SHEET 00 PER WSDOT STD j0' k[31- 41.61' PLAN J-20.10 .5 _ - 16.0 - -- - - 8.0 9.2 4.0 - - - - - - - 9.6 331.4 [3] 180, [1] - I80' 180' - 41.75' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET H CHART, SHEET �PER WSDOT ST0- - 41.96' PLAN J-20.10 WILLIAM5 AVE S & S 3RD ST 16. - 18.0 12.0 - - - - 6.0 9.2 - 9.2 - - 9.2 - - - 10.5 ( O)F 0' 0' - - [3] [311 l8O' [1] - I80' 180- - 41.94' CHART, SHEET t# CHART, SHEET ii PER WSDOT STO _ - - - - - - [1] - - - - 41.77' PLAN J-20.10 PER FOUNDATIONS PER FOUNDATIONS 0 - 13.5 - - - - - 5.0 9.2 4.0 - - - - - - 9.4 262.0 0' 0' [3] - [3] [3] 18D' [1] - 180' 180' - 41.79' CHART, SHEET SN CHART, SHEET H PER WSOOT STI? -- - - - - - - - 1-11 - - - 41 76' PLAN J-2010 [1] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE VERIFIED BY THE ENGINEER IN THE n MW I III : nrr. nF DI ICM RI ITrnM c34A1l RC eun Fn P A R A I I Fl TO THE CROSSWALK[ �I•I• REVISION DESCRIPTION 4.5 9.2' - 9.2' - I - - - - 10.5 306.3 0' 1 0' - - 13.5 - - - - 6.0 9.2 4.0 - - - - - - 9.4 271.4 +00. [2] (NOTE NOT USED) [3] �F1IDBTHE LES N�POLE FINTED EQUIPMENT G BE 41BY THE N THE FIELD PRIORTO DRILLING. SURVEYED: KPG 1C.F""'C1141 DRAWN BY: JW - _ DESIGN BY: DE Interdisciplinary Design g I D CHECK BY: JC w� DOCUMENT PROJ IAGR: JF P.7ml,621- n ,.rkn•.,I ,.' (196I28G1W9 .lgig.mn �ry FILE: 16125SIGPOLEdw9 PLACED ON POLE ST NAME SIGN SHALL BE PLACED ON POLE ST NAME SIGN a PLACED ON POLE - [3] [3] 180' [1] - 180' 180' - 41.60' CHARTOUSHEET CHARSH ENDATIONS PER TT { PLACED ON POLONS ST NAME SIGN E BE PER WSDOT STD - - - - [1] - - - 41.61' PLAN J-20.10 ] - [3] RER FOUNDATIONS PER FOUNDATIONS 41.75' CHART, SHEET CHART, SHEET ## PER WSDOT STD [1] - - - - 41.96' 1 PLAN J-20.10 [4] TOP OF FOUNDATION ELEVATION IS BOTTOM OF F FUTURE SIGNAL HEAD OR SIGN. INSTALL SIDEWALK. SEE POLE BASE NOTES ON SHEET 72, TENON FOR FUTURE SIGNAL HEAD. 3 CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 73 CONVERSION PROJECT PROJECT NOL 16125 PudI,c W06o 000-1 r"nt HIPUL-STP 95 FED AID N0. (034) AAP DNSTRUCnON �I SIGNAL POLE SPECIFICATIONS DATE: DEC 2019 BY GATE f/ SHEET NO. 73 OF 119 _ 14. - - - - - - 7.0 9.2 - 9.2 - - - - - _ 13.5 445.5 0' 0' - - [3] [3] 180 [1] - �wl - 40.29' CHART, SHEET #1 CHART, SHEET N PER WSDOT STO - 40.12' PLAN J-20.10 NS 5 - - 25.0 - - - - - 15.0 9.2 4.0 - - - - - I - 9.6 530.6 0' 0' [3] - [3] [3] 180' - - 180' 180' - 40.18' PER FOUNDATIONS PER T, SHE U CHART SHEET MART SHEET PER WSDOT STD - 40.32' PLAN J-20.10 PER WSDOT STD 40.19' PLAN J-20.10 - 19.0 - 22.5 25. - 15. - _ 8.5 9.2 - 9.2 - 11.5 - 9.2 - 13.5 596'O 0' 0' - - [3] [3] 180' [1] - 180' 1Bo' - 40,06' PER FOUNDATIONS PER T, SHEET {593.OjF CHART, SHEET CHART, SHEET { PER WSDOT STD 39.85' PLAN J-20.10 0 - - 15.0 - - - 9.2 4.0 - - - - - - 9.6 295.4 0' 0' [3] - [3] [3] 1w [1] - 180' 180' - 39.98' PER FOUNDATIONS PER FOUNDATIONS - 7.0 CHART, SHEET � CHART, SHEET � PER WSDOT STO [1] - - - 40.17' PLAN J-20.10 WELLS AVE S & S 2ND ST NS 9.2 - 9.2 - - - - - - 10.5 395.6 0' 0' - - [3] [3] 180' [1] - 180' 180- - 41.94' PER FOUNDATIONS CH T, SH FT ## CHART, SHEET � CHART, SHEET � PER WSDOT STD - - 41.77' PLAN J-20.10 PER FOUNDATIONS FOUNDATIONS 0 - - 13.5 - - - - - 6.0 9.2 4.0 - - - - - - 9.6 272.6 0' 0' [3] - [3] [3] 180 [1] - 780 180' - 41.79' CHART, SHEET ## CCHHART, SHEET #1 PER WSDOT STD - - - - 41.76' PLAN J-20.10 18.0 - 22.5 24. - l4, - 7.5 9.2 9.2 - - 11,$ - 9.2 - 10.5 535.0 F 0' 0' - - [3] [3] 180' [1] 180' 180' - 41.60' PER FOUNDATIONS PER FOUNDATIONS (529 4) CHART, SHEET { CHART, SHEET 00 PER WSDOT STD j0' k[31- 41.61' PLAN J-20.10 .5 _ - 16.0 - -- - - 8.0 9.2 4.0 - - - - - - - 9.6 331.4 [3] 180, [1] - I80' 180' - 41.75' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET H CHART, SHEET �PER WSDOT ST0- - 41.96' PLAN J-20.10 WILLIAM5 AVE S & S 3RD ST PLACED ON POLE ST NAME SIGN SHALL BE PLACED ON POLE ST NAME SIGN a PLACED ON POLE - [3] [3] 180' [1] - 180' 180' - 41.60' CHARTOUSHEET CHARSH ENDATIONS PER TT { PLACED ON POLONS ST NAME SIGN E BE PER WSDOT STD - - - - [1] - - - 41.61' PLAN J-20.10 ] - [3] RER FOUNDATIONS PER FOUNDATIONS 41.75' CHART, SHEET CHART, SHEET ## PER WSDOT STD [1] - - - - 41.96' 1 PLAN J-20.10 [4] TOP OF FOUNDATION ELEVATION IS BOTTOM OF F FUTURE SIGNAL HEAD OR SIGN. INSTALL SIDEWALK. SEE POLE BASE NOTES ON SHEET 72, TENON FOR FUTURE SIGNAL HEAD. 3 CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 73 CONVERSION PROJECT PROJECT NOL 16125 PudI,c W06o 000-1 r"nt HIPUL-STP 95 FED AID N0. (034) AAP DNSTRUCnON �I SIGNAL POLE SPECIFICATIONS DATE: DEC 2019 BY GATE f/ SHEET NO. 73 OF 119 _ 14. - - - - - - 7.0 9.2 - 9.2 - - - - - _ 13.5 445.5 0' 0' - - [3] [3] 180 [1] - �wl - 40.29' CHART, SHEET #1 CHART, SHEET N PER WSDOT STO - 40.12' PLAN J-20.10 NS 5 - - 25.0 - - - - - 15.0 9.2 4.0 - - - - - I - 9.6 530.6 0' 0' [3] - [3] [3] 180' - - 180' 180' - 40.18' PER FOUNDATIONS PER T, SHE U CHART SHEET MART SHEET PER WSDOT STD - 40.32' PLAN J-20.10 PER WSDOT STD 40.19' PLAN J-20.10 - 19.0 - 22.5 25. - 15. - _ 8.5 9.2 - 9.2 - 11.5 - 9.2 - 13.5 596'O 0' 0' - - [3] [3] 180' [1] - 180' 1Bo' - 40,06' PER FOUNDATIONS PER T, SHEET {593.OjF CHART, SHEET CHART, SHEET { PER WSDOT STD 39.85' PLAN J-20.10 0 - - 15.0 - - - 9.2 4.0 - - - - - - 9.6 295.4 0' 0' [3] - [3] [3] 1w [1] - 180' 180' - 39.98' PER FOUNDATIONS PER FOUNDATIONS - 7.0 CHART, SHEET � CHART, SHEET � PER WSDOT STO [1] - - - 40.17' PLAN J-20.10 WELLS AVE S & S 2ND ST NS 9.2 - 9.2 - - - - - - 10.5 395.6 0' 0' - - [3] [3] 180' [1] - 180' 180- - 41.94' PER FOUNDATIONS CH T, SH FT ## CHART, SHEET � CHART, SHEET � PER WSDOT STD - - 41.77' PLAN J-20.10 PER FOUNDATIONS FOUNDATIONS 0 - - 13.5 - - - - - 6.0 9.2 4.0 - - - - - - 9.6 272.6 0' 0' [3] - [3] [3] 180 [1] - 780 180' - 41.79' CHART, SHEET ## CCHHART, SHEET #1 PER WSDOT STD - - - - 41.76' PLAN J-20.10 18.0 - 22.5 24. - l4, - 7.5 9.2 9.2 - - 11,$ - 9.2 - 10.5 535.0 F 0' 0' - - [3] [3] 180' [1] 180' 180' - 41.60' PER FOUNDATIONS PER FOUNDATIONS (529 4) CHART, SHEET { CHART, SHEET 00 PER WSDOT STD j0' k[31- 41.61' PLAN J-20.10 .5 _ - 16.0 - -- - - 8.0 9.2 4.0 - - - - - - - 9.6 331.4 [3] 180, [1] - I80' 180' - 41.75' PER FOUNDATIONS PER FOUNDATIONS CHART, SHEET H CHART, SHEET �PER WSDOT ST0- - 41.96' PLAN J-20.10 WILLIAM5 AVE S & S 3RD ST 4A 44 79 IN A AN W■ ©N Um I0m Um KII■ q SIGNAL POLE TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE "- SEE STANDARD PLAN J-26.15 FOR PLACEMENT DETAILS CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GROUT W/ d" GLUE PVC STUBOUT) DRAIN HOLE EARTH EMBANKMENT AS REQUIRED -SEE WDOT _ PLACEMENT DETAILS EXISTING GRADE 0 a ��I 3 1 MAX ww�'a I--IIIJ — GROUND SLOPE o 25 1 i Q�U ANCHOR BOLTS &ANCHOR PLATE SUPPLIED BY \E4 W z i T14 HOOPS O SIGNAL POLE m�N w 1'-0" CENTERS MANUFACTURER azz� wUC a � 8 - (JB BARS EVENLY SPACED n 3" CLR. (TYPO J 3'-0" SQUARE ___.........Ill OR ROUND UNDISTURBED OR 4'-0" ROUND EARTH FOUNDATION REINFORCEMENT DETAIL CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT ALTERNATE #1 q SIGNAL POLE TOP OF FOUNDATION LEVEL W/ SIDEWALK OR ABOVE SOIL SURFACE 1 SEE STANDARD PLAN J-26,15 FOR PLACEMENT DETAILS �• CONDUIT COUPLING - INSTALL FLUSH J WITH TOP OF FOUNDATION (DO NOT GROUT W/ d" \ f/ GLUE PVC STUBWT) DRAIN HOLE EARTH EMBANKMENT AS REQUIRED -SEE WDOT r _ PLACEMENT DETAILS X •�Q �_ X LTV+ I I ^ EXISTING GRADE LD 5w _ U ILIkF 3 �1n III—� 1 MAX w1oo — )" GROUND SLOPE m a z p SEE NOTE 7 I ! T W , N < ANCHOR BOLTS & ANCHOR PLATE SUPPLIED BY g M4 HOOPS O f SIGNAL POLE m a 0 1'-0" CENTERS I MANUFACTURER SEE NOTE 7 W w W X z 8 - #8 BARS " 1 3" CUR. EVENLY SPACED �U (TYP.) 3"-D" SQUARE y'_O" OR ROUND UNDISTURBED OR 4'-O" ROUND EARTH FOUNDATION REINFORCEMENT AND BACKFILL DETAIL CONCRETE CAST AGAINST CORRUGATED METAL PIPE STAY -IN -PLACE FORM ALTERNATE #2, SEE NOTE 9 SIGNAL POLE FOUNDATIONS SCHEDULE NOTES: 1. THIS STRUCTURE HAS BEEN DESIGNED ACCORDING TO THE FIFTH EDITION 2009 AASHTO STANDARD SPECIFICATIONS FOR STRUCIURAL SUPPORTS FOR HIGHWAY SIGNS, UUMFNAIRES AND TRAFFIC SIGNALS. BASIC WIND VFLC0TY IS 115 MPH, DESIGN LIFE/RECURRENCE INTERVAL 50 YEARS AND FATIGUE CATEGORY III 2. FOUNDATION DIMENSIONS ARE IN ACCORDANCE WITH WSDOT ST00ARO PLAN J-26.10-03 WHERE APPLICABLE AND AS INDICATED IN THE SCHE01JLE NOTES- FOUNOATONS NOT WITHIN THE PARAMETERS OF THE WSDOT STANDARD PLAN REQUIRED SPECIAL DESGN AND ARE INDICATED IN THE SCHEDULE NOTES. 3. WHERE A FOUNDATION IS CONSTRUCTED WTHIN A MEDIA FILTER DRAIN, THE FOUNDATION DEPTH SHOWN IN THE CONTRACT PLANS SHALL BE INCREASED BY THE DEPTH OF THE MEDIA FILTER DRAIN A THE TOP 2 FEET OF THE FOUNDATION SHALL USE A SMOOTH FORM (SUCH AS PAPER OR CARDBOARD). AFTER THE CONCRETE HAS CURED, THIS ENTIRE FORM SHALL BE REMOVED. 5 INSTALL SIGNAL FOUNDATION IDENTIFICATION TAG SEE STANDARD PLAN J-26.15 FOR DETAILS. & WREN THE EXISTING SOIL WILL NOT RETAIN A VERTICAL FACE. OVER -EXCAVATE THE FOUNDATION AREA AND INSTALL A 36- OR 40- DUAMETER CORRUGATED METAL (P1PE) FORM. THE TOP OF THE CORRUGATED METAL FORM. SHALL TERMINATE I FOOT BELOW FINAL GRADE, CONTINUE FORMING TO FULL HEIGHT USING PAPER OR CARDSOWID FORM TO ACHIEVE A SMOOTH FINISH ON FINAL EXPOSED CEMENT CONCRETE, SUPPORT THE FORM AS NECESSARY TO REMAIN PLUMB. PLACE THE CONCRETE FOUNDATION. AFTER CONCRETE HAS CURED, REMOVE THE ENTIRE PAPER OR CARDBOARD FORM PORTION. 7. SHORING OR EXTRA EXCAVATION AS REQUIRED_ EXCAVATED AREA SHALL BE BACKFILLED NTH CONTROL -DENSITY FILL (CDF), OR WITH SOIL IN ACCORDANCE NTH STANDARD SPECIFICATION SECTION B-20.3(2) AND COMPACTION METHOD 1 OF STANDARD SPECIFICATION SECTION 2-09 3(1)E SIGNAL POLE LOCATION ALLOWABLE BEARING PRESSURE (PSF) 600 BORING AM-2 BORING DEPTH FEET) ( 26.5 SOIL TYPE SM WEIGHTED N-VALUE (BPF) 4 SOIL FRICTION ANGLE (DEG) 26 FOUNDATION DESIGN XYZ (FT3) 1350 ALT. 1 FOUNDATION ALT, 2 FOUNDATION DIA. X DEPTH DIA. X DEPTH 3' 0 X 15'-0" 3' 0 X 18'-0" NOTES SPECIAL DESIGN POLE # INTERSECTION -WILLIAMS—AVE S & S CORNER/STREET SIDE SE I 2ND STREET WLLIAMS AVE S & S S,A, 800 AM-1 21.5 SM 3 26 700 S 0 X 15'-0" 3' 0 X 15'-0" SPECIAL DESIGN 3 2ND STREET WLLIAMS AVE S & S NW 800 AM-1 21.5 SM 3 26 1350 3' 0 X 15'-0" 3' m X 18'-O" SPECIAL DESIGN 5 2ND STREET 4 26 700 3' 0 X 15'-0" 3' 0 X 15'-0" SPECIAL DESIGN 7 WILLIAMS AVE S & S NE 800 AM-2 26.5 SM 2ND STREET 3 26 1.350 3, 0 X 19'-0" 3' 0 X 19'-0" SPECIAL DESIGN I WELLS AVE S & S SE 750 AM-7 26.5 SM 2ND STREET 2• 26 700 3' 0 X 15'-0" 3' 0 X 15'-0" SPECIAL DESIGN 3 WELLS AVE S & S SIN 750 AM-10 21.5 SM 2ND STREET 2• 26 1,350 3' 0 X 15'-0" 3' m X 18'-0" SPECIAL DESIGN 5 WELLS AVE S & S NW 750 AM-10 21.5 SM 2H0 STREET WELLS AVE S & S NE 750 AM-7 26.5 SM 3 26 700 S 0 X 19'-O" 3, O X 19'-0" SPECIAL DESIGN 7 2ND STREET WLLIAMS AVE S & S SE 750 AM-9 21.5 SM 3 26 900 3' 0 X 19'-0" 3' 0 X 19'-0" SPECIAL DESIGN 1 3RD STREET WILLIAMSIAMS AVE S A S SW 750 AM-8 26.5 SM 2• 26 700 3' • X 20'-0" 3' 0 X 20'-0" SPECIAL DESIGN 3 3RD STREET WILLIAMS AVE S & S AM-8 26,5 SM 2" 26 900 3' 0 X 20'-0" 3' m X 20'-0" SPECIAL DESIGN 5 3RD STREET WILLIAMS AVE S & S NW NE 750 750 AM-9 21.5 SM 3 26 700 3, 0 X 19,-0" 3' 0 X 19'—O" SPECIAL DESIGN 7 3RD STREET WELLS AVE S & S SE 800 AM-5 26.5 SM 3 26 900 3' 0 X 18'-0" 3' 0 X 18'-0" SPECIAL DESIGN I 3RD STREET 3 26 700 3' 0 X 15'-0" 3' 0 X 15'-0" SPECIAL DESIGN 3 WELLS AVE S & S 5W 800 AM-4 21.5 SM 3RD STREET 11ELLS AVE S & S NW 800 AM-4 21,5 SM 3 26 900 3' 0 X 16-0" 3' 0 X 15-0" SPECIAL DESIGN 5 3RD STREET 3 26 , 700 3' 0 X 18'-0" 3' 0 X 18'-0" SPECIAL DESIGN 7 WELLS AVE S & S NE 800 AM-5 26.5 SM 3RD STREET 'NOTE: SOIL DENSITY AND N-VALUE INTERPRETED FROM ADJACENT BORING SHOWING SIMILAR SUBSURFACE CONDITIONS amec foster wheeler ENVIRONMENT & INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, NW SUITE 100 KENNESAW, GA 30144 TEL- (770) 4212 400 NOT VALID WITHOUT SIGNATURE AND AND DATE PROJECT: WELLS AVE S & WILLIAMS AVE S CONVERSION RENTOYF 'y T OFNTON PUBLIC WORKS DEPT 1055 S. GRADY WAY RENTON. WA 98057 AMECFW PROJECT No: PS17-1913570 CCM1eICIf1A1C DESIGNED BY: DMP DRAWN BY: MDH CHECKED BY: JMB APPROVED BY: — pATE: — SIGNAL POLE FOUNDATIONS SHEET NUMBER: REV. # 745-1119 SHEET 74 OF 119 SHEETS 2 3 4 15 6 7T 8 I9 P:\INF\PS17-19135-0 — "I' & W111ums SIVII PN11\GAO\S-101 SIGNAL POLE FWNDAT,DNSGx9 — S-101 SIGNAL POLE FWNDAIIONS 12/05/2019 1—pm m,cncancrolson 10 I 11 1 12 SHIM TO PLUMB SEE NOTE 3 SHIM TO PLUMB - SEE NOTE 3 U,J REAR VIEW SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 3 SEE NOTE 3 #4 HOOPS (EQUAL SPACES) SHIM TO PLUMB SEE NOTE 3 a -H II 4 o fE Li LJ FRONT VIEW HINGE ON LEFT IRRIGATION SIDE OF BBS DOOR CONTROLLER SEE NOTE 14 SEE NOTE 7 CABINET WIDTH +2" —SEE NOTE 14 BBS DOOR ON LEFT SIDE OF CABINET SEE NOTE Fw+ �- - �z<a U � C d H� � ri W A M M Cl ___ CL V S o N� a� RE M U 11 W U I I I I I II i I I I SEE NOTE 14 I N I I I I 1 1 N I I SEE NOTE 5 I I I 6-4 REINFORCING BAR, TYP (EQUAL TRAFFIC SIGNAL 5- ELECTRICAL 10" _ CONTROLLER SERVICE CABINET HINGE ON LEFT SIDE CABINET WIDTH +1" WIDTH +2 SPACES)" PER DIAGRAM OF DOOR (TYPICAL, 8'-0" EXCEPT AS NOTED) Ir ~ N NOTES: 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH REAR VIEW LJ Ll WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE SHIM TO PLUMB SHIM TO PLUMB REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. SEE NOTE 3 2. PAD MOUNT DESIGN IS TYPICAL SEE NOTE 3 3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER �l4 HOOPS (EQUAL SPACES) AND SUBMITTED TO THE ENGINEER FOR APPROVAL 5. CONDUIT SIZES/QUANTITIES FOR THE CABINET'S SHALL BE INSTALLED PER THE ' I k IiiCONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. III 1 N 6. CONCRETE CLASS PER STD PLAN 135. N 7. 2" CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE CABINET TO THE I TRAFFIC SIGNAL CONTROLLER CABINET. Z B. 2" CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE CABINET TO THE / IRRIGATION CONTROLLER CABINET. 1 I 1 I 9. EACH CABINET SHALL HAVE A fib" DIAMETER PLASTIC DRAIN PIPE. I I II U 10. LOCATE CONDUITS CENTRALLY WITHIN THE CABINET'S. FRONT VIEW Ll 11. WOODEN SHIMS SHALL NOT BE USED, 12' GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3. IRRIGATION 13. ALL EDGES OF FOUNDATION SHALL ALIGN NTH SCORED SIDEWALK LINES. SEE URBAN CONTROLLER DESIGN PLANS, SHEETS 81-84. ELECTRICAL 12" 5" CABINET WIDTH +2" 14. PLACE A W DIAMETER PLASTIC DRAIN TUBE INSIDE THE CONCRETE PEDESTAL FOR +� SERVICE CABINET EACH CABINET. WIDTH +2" N 12" TRAFFIC SIGNAL CONTROLLER CABINET WIDTH +1" 6'-0" fi. — N + z ULLI = m J U � F IINGE ON RIGHT TIDE OF BBS DOOR f 12" HORIZONTAL REINFORCING BAR DIAGRAM 6 PIECES PER FOUNDATION IBS DOOR ON RIGHT 3DE OF CABINET 3-#4 REINFORCING 3AR, TYP (EQUAL SPACES) 'ER DIAGRAM SEE NOTE 14 3EE NOTE 5 PLAN VIEW TYPE A TYPE B SIDE -BY -SIDE TRAFFIC SIGNAL AND ELECTRICAL SERVICE CABINETS BACK-TO-BACK TRAFFIC SIGNAL AND ELECTRICAL SERVICE CABINETS COMBINED TRAFFIC SIGNAL CONTROLLER CABINET/ELECTRICAL SERVICE CABINETIIRRIGATION CONTROLLER CABINET FOUNDATION DETAIL �C.Iti.i,�• SURVEYED: �'�'�• DRAWN BY: JW C JW ITY OF RENTON _ DESIGN BY: DE Interdisciplinary Design BID Public Works Department • - Of 3131 EWA" i3121dk4W11iYE CHECK BY: JC swe>0 I7a=,WAVM DOCUMENT PROJ MGR: JF SM,WA913121 (M415i14M. ' R RCAU15TCi 11CTION 1W12&16W va4gwr BY DATE' SCRIPTION BY APP DATE titi FILE: 16125SIG_0ET dwg WIRE NOTES CONSTRUCTION NOTES 1 INSTALL TYPE 2 JUNCTION BOX AT END OF NEW SIDEWALK PER U6 EXISTING AT&T SMALL CABLE VAULT TO REMAIN. ADJUST WSDOT STD PLAN J-40.10. TO MATCH PROPOSED GRADE. SOME EXISTING FIBER OPTIC CABLES TO BE REMOVED BY OTHERS. 1 e REMOVE EXISTING JUNCTION BOX AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10. REMOVE EXISTING � EXISTING COMCAST CABLE VAULT TO REMAIN. ADJUST l 1� TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS. REMOVE ROUND TOP TO MATCH PROPOSED GRADE. SOME EXISTING EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND FIBER OPTIC CABLES TO BE REMOVED BY OTHERS. I CAP AND ABANDON CONDUITS. 8 INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE it REMOVE EXISTING JUNCTION BOX AND CONDUIT ELBOWS. INSTALL PER WSDOT STD PLANS J-90.21. AND J-90.50. INSTALL I r-t SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD CONDUITS INTO VAULT AS SHOWN IN THE WIRE NOTES. PLANS J-90.21 AND J-90.50, ONE FOOT OR MORE OUTSIDE FIBER OPTIC CABLE SPLICE ENCLOSURE TO BE FURNISHED TRUNCATED DOMES DETECTABLE WARNING SURFACE. EXTEND ALL BY CONTRACTOR, AND INSTALLED IN VAULT BY OTHERS. I I I EXISTING CONDUITS AND INSTALL CONDUIT ELBOWS INTO SMALL EXISTING AND NEW FIBER OPTIC CABLES TO BE RE -PULLED I I++ 11 CABLE VAULT. FILL AND COMPACT VOID PER SPECIAL PROVISIONS. INTO VAULT AND SPLICED BY OTHERS. EXISTING FIBER OPTIC CABLES TO BE REMOVED BY OTHERS BY PULLING TO SOUTHEAST CORNER OF INTERSECTION. EXISTING AND I INTERCEPT AND CUT EXISTING CONDUIT. INSTALL CONDUIT I l NEW FIBER OPTIC CABLES TO BE RE -PULLED BY OTHERS. JOINT AND NEW CONDUIT TO NEW SMALL CABLE VAULT. I g EXISTING FIBER OPTIC CABLES TO BE REMOVED BY OTHERS I 0�'� REMOVE EXISTING JUNCTION BOX AND ALL EXISTING ELECTRICAL BY PULLING TO JUNCTION BOX, AND LATER RE -PULLED BY I I!1 WIRING. REMOVE EXISTING CONDUIT ELBOWS AND CAP AND ABANDON OTHERS. I' +j EXISTING CONDUITS. FILL AND COMPACT VOID PER SPECIAL TO BE CUT AND 10 FIBER OPTIC CABLE TO BE CONNECTED INSIDE TRAFFIC j PROVISIONS. EXISTING FIBER OPTIC CABLES REMOVED BY OTHERS BY PULLING TO EXISTING JUNCTION BOXES TO SIGNAL CONTROLLER CABINET BY OTHERS. 11+ I THE WEST, NORTH AND SOUTHEAST OF INTERSECTION. EXISTING FIBER 11 REMOVE EXISTING JUNCTION BOX AND INSTALL NEW TYPE I 4 J OPTIC CABLE SPLICE ENCLOSURE TO BE REMOVED BY OTHERS. 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10. REMOVE EXISTING JUNCTION BOX AND ALL EXISTING ELECTRICAL REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION 5 WIRING. REMOVE EXISTING CONDUIT ELBOWS AND CAP AND ABANDON CONDUCTORS. REMOVE EXISTING TRAFFIC SIGNAL AND u EXISTING CONDUITS. FILL AND COMPACT VOID PER SPECIAL ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON PROVISIONS. EXISTING FIBER OPTIC CABLES TO BE REMOVED BY CONDUITS. I [ o OTHERS BY PULLING TO EXISTING JUNCTION BOXES TO THE WEST, I I NORTH AND SOUTHEAST OF INTERSECTION. P P P 6 ' L a 199+00 1 t S 2ND ST l � 1 GENERAL NOTES Q� 1 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS. CITY OF RENTON STANDARD DETAILS, 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. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES AND CABLE VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. -(NUMBER 6. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 7. EXISTING SIGNAL AND ILLUMINATION CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 8. CONTRACTOR SHALL PROTECT EXISTING FIBER OPTIC CABLES AND CONDUITS FROM DAMAGE DURING CONSTRUCTION. 9. NOT ALL TRAFFIC SIGNAL AND ILLUMINATION CONDUITS ARE SHOWN ON THIS SHEET. JUNCTION BOXES NOT NOTED ON THIS SHEET MAY BE EXISTING OR PROPOSED SIGNAL OR ILLUMINATION JUNCTION BOXES. FOR SIGNAUZATION & ILLUMINATION PLAN SEE SHEET 59. 10. FOR TRENCH DETAIL SEE SHEET 8. PLAN 0 5 10 20 30 SCALE IN FEET 1 1 I 1 1 SURVEYED: KPG �_`CICA,fT DRAWN BY: JW - DESIGN BY: DE CHECK BY: JC ��?tYi,{tiAI PROJ MGR: JF M�'Cr REVISION DESCRIPTION BY APP DATE -1 FILE: 161251TS02.dwg OFF-R!" ...I . In Q N I Q �1 Interdisciplinary Design 3131l�alEiWe 2592Je1laollA- $We4f0 ixara,WA9Bwi SMgWA58121 r2M]B7!W4AMI Mp6frU ■W42= I 1i 1 BID DOCUMENT o ti o o a Ea Q �A,,ti� If"N 4) �i COMMENTS 1 EX ] CITY -OWNED TO PARKING GARAGE 2 EX 1 CITY -OWNED 3 EX I I1CITY- QMED. TO 2ND & BURNEU 4 EX 1 CITY -OWNED TO 2ND & WELLS 5 EY 1 CITY -OWNED, BACKBONE 6 EX 1 CITY -OWNED, TO CITY HALL 7 EX 1 OLD COMCAST EX 1 10 4" 1 1 SPARE WITH 4 CELL FLEXIBLE INNERDUCTS 11 2 SPARE 13 EX CONDUITS TO REMAIN FO CABLES TO BE REMOVED BY OTHERS 14 EX I I CAP AND ABANDON CONDUIT, FO CABLES TO BE REMOVED BY OTHERS 15 NEW 1 INSTALL NEW CONDUIT MATCH EX CONDUIT SIZE 16 NEW 1 1 INSTALL NEW CONDUIT, MATCH I X CONDUIT SIZE 17 NEW 1 1 1 I 1 (INSTALL NEW CONDUIT, MATCH EX CONDUIT SIZE 18 EX 1 INSTALL NEW CABLE IN EX CONDUIT 19 1 3" 1 1 1 ISEE SIGNAUZATION PLAN SHEET 59. wf — - • • • 1) • • • • 201+00 :fl P c0 FyP r� �1 ALtI V -- �0r. ..—w - ,ct r- -.w_ - .. f GENERAL NOTES (CONTINUED) ) 11. WORK THAT REQUIRES REMOVAL OF EXISTING FIBER OPTIC CABLES IN LEGEND EXISTING f{Eb DESCRIPTION 1 ORDER TO INTERCEPT AND EXTEND CONDUITS AND CABLES INTO NEW DECORATIVE SIGNAL POLE WITH MAST - SMALL CABLE VAULTS ON THIS SHEET SHALL BE CONDUCTED IN ONE ARM AND DECORATIVE LUMINAIRE EIGHT (8) HOUR PERIOD. THE CITY WILL DETERMINE THIS 8-HOUR PERIOD IN ORDER TO MINIMIZE DISRUPTION TO FIBER OPTIC DATA TYPE PPB POLE WITH PUSHBUTTON E TRANSMISSION SERVICES. CONTRACTOR IS ADVISED THAT THIS 8-HOUR ROADWAY LUMINAIRE AND POLE PERIOD MAY OCCUR AT ANY TIME OF THE DAY OR WEEK, INCLUDING AT NIGHT OR ON A WEEKEND. CONTRACTOR SHALL MAKE SUFFICIENT ° DECORATIVE PEDESTRIAN LUMINAIRE ADVANCE PREPARATIONS, INCLUDING TRENCHING, CONDUIT LAYOUT, NEW AND POLE j` CABLE PER WIRE NOTES 17-19, AND RELATED WORK, TO MINIMIZE THE AMOUNT OF WORK NEEDED DURING THIS 8-HOUR PERIOD. CONTRACTOR ® m TRAFFIC SIGNAL CONTROLLER CABINET T SHALL COORDINATE THE SCHEDULE NTH THE TRANSPORTATION ELECTRICAL SERVICE CABINET MAINTENANCE MANAGER AT (425) 430-7423 AND PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE TRANSPORTATION MAINTENANCE MANAGER ID IRRIGATION CONTROLLER CABINET AS TO WHEN THE ADVANCE PREPARATIONS WILL BE COMPLETED. CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL, MATERIALS AND ®O ED 9 0 Eg JUNCTION BOX TYPE 1, 2 & 8 EQUIPMENT ON -SITE THROUGHOUT THIS 8-HOUR PERIOD TO ACCOMPLISH ® SMALL CABLE VAULT THE WORK. CONTRACTOR SHALL COMPLETE CONDUIT WORK IN A SEQUENCE THAT ALLOWS FIBER OPTIC CABLE RE-PUWNG AND SPLICING - _ _ _ _ CONDUIT TO BEGIN AS SOON AS POSSIBLE A RECOMMENDED SEQUENCE IS TO COMPLETE THE WORK IN WIRE NOTE 15, THEN NOTE 16, THEN NOTE 17. O CONSTRUCTION NOTE CONTRACTOR SHALL REMAIN ON -SIZE UNTIL AL I FIRFR OPTIC CABLES HAVE BEEN RE -PULLED INTO THE NEW SMALL CABLE VAULTS, OR AS 0 WIRE NOTE DIRECTED BY THE ENGINEER. FIBER OPTIC CABLES WILL BE CUT, PULLED, RE-PUIll ED. AND SPLICED BY OTHERS. CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 76 CONVERSION PROJECT PROJECT NO 16125 Public Works Department HIPUL-STP 99 FED AID NO (034) APP1:ov caNsucrlont FIBER OPTIC PLAN DATE: DEC 2019 //} gY•DATE: I/Ary7 S 2ND ST & WILLIAMS AVE S SHEETNO 76 OF 119 CONSTRUCTION NOTES 0 INSTALL TYPE 2 JUNCTION BOX AT END OF NEW SIDEWALK PER WSDOT STD PLAN J-40.10. 0 REMOVE EXISTING JUNCTION BOX AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON CONDUITS. REMOVE EXISTING JUNCTION BOX. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON CONDUITS. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10. , EXCEPT AS NOTED HEREIN. NEW JUNCTION BOX (INCLUDING LIP PLATE) SHALL BE COMPLETELY OUTSIDE THE TRUNCATED DOMES DETECTABLE WARNING SURFACE. CONTRACTOR SHALL SHIFT OR ROTATE JUNCTION BOX, REMOVE A PORTION OR OTHERWISE MODIFY JUNCTION BOX WALL, AND/OR MODIFY CONDUITS AS NECESSARY AND IN COORDINATION WITH THE ENGINEER. �4 REMOVE EXISTING JUNCTION BOX AND EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON CONDUITS. INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50, EXCEPT THAT BOTTOM OF VAULT CAN BE MODIFIED TO PLACE OVER EXISTING CONDUIT AND WRING, FIBER OPTIC CABLE SPLICE ENCLOSURE TO BE FURNISHED BY CONTRACTOR, AND INSTALLED IN VAULT BY OTHERS- ABER OPTIC CABLES TO BE SPLICED BY OTHERS. FIBER OPTIC CABLE TO BE CONNECTED INSIDE TRAFFIC SIGNAL CONTROLLER CABINET BY A , OTHERS. �G O ~ FO .— 202+00 I I Oil i 00� 1 L' p • 1 8 1 wl a F- S 2ND ST 1 1 AMAMA INE y GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WTH THE WSOOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS. LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, 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. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES AND CABLE VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT UDS AND FRAMES. 6. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT—OF—WAY. 7. EXISTING SIGNAL AND ILLUMINATION CONDUIT MAY HAVE LESS THAN 12' OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. B. CONTRACTOR SHALL PROTECT EXISTING FIBER OPTIC CABLES AND CONDUITS FROM DAMAGE DURING CONSTRUCTION. 9. NOT ALL TRAFFIC SIGNAL AND ILLUMINATION CONDUITS ARE SHOWN ON THIS SHEET. JUNCTION BOXES NOT NOTED ON THIS SHEET MAY BE EXISTING OR PROPOSED SIGNAL OR ILLUMINATION JUNCTION BOXES. FOR SIGNAUZATION & ILLUMINATION PLAN SEE SHEET 62. 10. FOR TRENCH DETAIL SEE SHEET 8. `INUMBERI REVISION DESCRIPTION I BY I APP I DATE SURVEYED: KPG 'C1G1, DRAWN BY: JW �- DESIGN BY: DE q k '•� O� ^ CHECK BY: PROJ MGR: JC JF 1h' FILE: 161251TS02.dwg 0 -I I J ]KIPICZ01 Interdisciplinary Design 3131ERdAna 7SU2k4rmA* &b a 1 T=ra,'WA %V S"eWAA121 [I5 UT*M MW,60 4"In m BID DOCUMENT 1 WIRE NOTES /� r� �J, 44 f—AlE4 `ry�1ry �� �k ►�' IR �`� tiIK COMMENTS 2 IX 11 CITY —OWNED 3 EX 1 4 IX 1 CITY —OWNED TO 2ND & WILLIAMS 6 EX 1CITY—OWNED, TO CITY HALL 7 EX 1 OLD COMCAST ;7f 1 10 4. SPARE WITH 4 CELL FLEXIBLE INNERDUCTS 11 2 SPARE 12 EX 1 CITY —OWNED, TO 2ND & MAIN 18 EX 1 INSTALL NEW CABLE IN EX CONDUIT 19 3• 1 SEE SIGNAUZATION PLAN SHEET 62 P - - FO O 204+00 I PLAN 0 5 10 20 30 SCALE IN FEET CITY OF RENTON `' " Public Works Departmmeentt �i APPSi DNSTRUCTIQN tom-//O BY- DAT � 0 l LEGEND EXISTING Nff DESCRIPTION (� DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE TYPE PPB POLE WITH PUSHBUTTON o-- ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ® m TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET © IRRIGATION CONTROLLER CABINET ® 0 m 9 p 0 JUNCTION BOX TYPE 1, 2& 8 ® SMALL CABLE VAULT CONDUIT O CONSTRUCTION NOTE Q WIRE NOTE WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT FIBER OPTIC PLAN S 2ND ST & WELLS AVE S DRAWING NO 77 PROJECTNO 16125 FED AID NO HIPUL-STP 0 M341 DATE: DEC 2019 SHEETNO. 77 OF 119 CONSTRUCTION NOTES O1 INSTALL TYPE 2 JUNCTION BOX AT END OF NEW SIDEWALK PER WSDOT STO PLAN J-40.10. REMOVE EXISTING JUNCTION BOX AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS, REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON CONDUITS. INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLANS J-90.21 AND J-90.50. INSTALL NEW CONDUITS INTO VAULT AS SHOWN IN THE WIRE NOTES FIBER OPTIC CABLE SPLICE ENCLOSURE TO BE FURNISHED BY CONTRACTOR, AND INSTALLED IN VAULT BY OTHERS. EXISTING FIBER OPTIC CABLES TO BE RE -PULLED INTO VAULT BY OTHERS EXISTING AND NEW FIBER OPTIC CABLES TO BE SPLICED 8Y OTHERS, 0 REMOVE EXISTING JUNCTION BOX AND ALL EXISTING UNUSED ELECTRICAL WIRING. REMOVE EXISTING CONDUIT ELBOWS AND CAP AND ABANDON EXISTING CONDUITS. FILL AND COMPACT VOID PER SPECIAL PROVISIONS, EXISTING FIBER OPTIC CABLE TO BE CUT AND REMOVED BY OTHERS BY PULLING TO JUNCTION BOX ON SOUTHWEST CORNER OF INTERSECTION. INTERCEPT AND CUT EXISTING CONDUIT. INSTALL CONDUIT JOINT AND NEW CONDUIT TO NEW SMALL CABLE VAULT. EXISTING FIBER OPTIC CABLES TO BE CUT AND REMOVED BY OTHERS BY PULLING TO JUNCTION BOX ON SOUTHWEST CORNER OF INTERSECTION, AND LATER RE -PULLED BY OTHERS. �6 FIBER OPTIC CABLE TO BE CONNECTED INSIDE TRAFFIC SIGNAL CONTROLLER CABINET BY OTHERS. I— — —1 — — 1 �arrIrr► w�w P P FT ® `n GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS. LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL -A -BIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES AND CABLE VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 6. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 7. EXISTING SIGNAL AND ILLUMINATION CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 8. CONTRACTOR SHALL PROTECT EXISTING FIBER OPTIC CABLES AND CONDUITS FROM DAMAGE DURING CONSTRUCTION. 9. NOT ALL TRAFFIC SIGNAL AND ILLUMINATION CONDUITS ARE SHOWN ON THIS SHEET. JUNCTION BOXES NOT NOTED ON THIS SHEET MAY BE EXISTING OR PROPOSED SIGNAL OR ILLUMINATION JUNCTION BOXES. FOR SIGNALIZATION & ILLUMINATION PLAN SEE SHEET 65. 10. FOR TRENCH DETAIL SEE SHEET B. - I NUMBER — SURVEYED: KPG DRAWN BY: JW DESIGN BY: DE _ S7 °' g p' '4 1^' CHECK BY: JC PROJ MGR: JF FILE: 161251TS02.dwg REVISION DESCRIPTION BY APP DATE �I t j Interdisciplinary Design 1131FIattAut ]S(QJehrSDTAtE Suns4W ixune,WA96tLQ SemY.WA5812t [2S31tf!-0Ft0 fm)361610 wM;I% p1l 00 r rnla BID DOCUMENT WIRE NOTES II, l fis+ �p 4�� C'S414 V� O GKFo t+�F� G`fA G�ka G�4O COMMENTS 3 i KC 1-24 CITY 25-48 10 4" SPARE WITH 4 CELL FLEXIBLE INNEROUCTS 11 2 SPARE T9 T T SEE SIGNAUZATION PLAN SHEET 65 2D NEW 1 INSTALL NEW CONDUIT MATCH EX CONDUIT SI7E PLAN 0 5 10 20 30 SCALE IN FEET P F p P— 1 _L _L p P — GENERAL NOTES CONTINUED LEGEND 11, WORK THAT REQUIRES REMOVAL OF EXISTING FIBER OPTIC CABLE IN EXISTING ffy DESCRIPTION ORDER TO INTERCEPT AND EXTEND CONDUITS AND CABLE INTO NEW �7--� DECORATIVE SIGNAL POLE WITH MAST — SMALL CABLE VAULT ON THIS SHEET SHALL BE CONDUCTED IN ONE `�1 ARM AND DECORATIVE LUMINAIRE THREE (3) HOUR PERIOD. THE CITY WILL DETERMINE THIS 3-HOUR ® TYPE PPB POLE WITH PUSHBUTTON PERIOD IN ORDER TO MINIMIZE DISRUPTION TO FIBER OPTIC DATA TRANSMISSION SERVICES. CONTRACTOR IS ADVISED THAT THIS 0­0 ROADWAY LUMINAIRE AND POLE 3-HOUR PERIOD MAY OCCUR AT ANY TIME OF THE DAY OR WEEK, INCLUDING AT NIGHT OR ON A WEEKEND. CONTRACTOR SHALL MAKE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE SUFFICIENT ADVANCE PREPARATIONS, INCLUDING TRENCHING, o CONDUIT LAYOUT, NEW CABLE PER WIRE NOTE 19, AND RELATED ® m TRAFFIC SIGNAL CONTROLLER CABINET WORK, TO MINIMIZE THE AMOUNT OF WORK NEEDED DURING THIS 3-HOUR PERIOD. CONTRACTOR SHALL COORDINATE THE SCHEDULE MI CE ELECTRICAL SERVICE CABINET WITH THE TRANSPORTATION MAINTENANCE MANAGER AT (425) © IRRIGATION CONTROLLER CABINET 430-7423 AND PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE TRANSPORTATION MAINTENANCE MANAGER AS TO WHEN THE ® 0 m B 0 0 JUNCTION BOX TYPE 1, 2 & 8 ADVANCE PREPARATIONS WILL BE COMPLETED. CONTRACTOR SHALL IN SMALL CABLE VAULT HAVE SUFFICIENT PERSONNEL, MATERIALS AND EQUIPMENT ON -SITE THROUGHOUT THIS 3-HOUR PERIOD TO ACCOMPLISH THE WORK. - _ _ _ _ _ CONDUIT CONTRACTOR SHALL REMAIN ON -SITE UNTIL ALL FIBER OPTIC CONSTRUCTION NOTE CABLES HAVE BEEN RE -PULLED INTO THE NEW SMALL CABLE 0 VAULT, OR AS DIRECTED BY THE ENGINEER. FIBER OPTIC CABLES Q WIRE NOTE WILL BE CUT, PULLED, RE -PULLED, AND SPLICED BY OTHERS. CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 78 CONVERSION PROJECT PROJECT NO, 16125 Public Works Department HIPUL•STP 991 FED AID NO. 10341 sTRUCrION FIBER OPTIC PLAN DATE: DEC 2019 0 DATE � ! rIN 4- S 3RD ST & WILLIAMS AVE S SHEETNO. 78 OF 119 CONSTRUCTION NOTES �1 INSTALL TYPE 2 JUNCTION BOX AT END OF NEW SIDEWALK PER WSDOT STD PLAN J-40.10. REMOVE EXISTING JUNCTION BOX AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS. REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AND ABANDON CONDUITS. L/ REMOVE EXISTING JUNCTION BOX AND EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUCTORS, REMOVE EXISTING TRAFFIC SIGNAL AND ILLUMINATION CONDUIT ELBOWS AND CAP AHD ABANDON CONDUITS. INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSOOT STD PLANS J-90.21 AND J-90.50. FIBER OPTIC CABLE SPLICE ENCLOSURE TO BE FURNISHED BY CONTRACTOR, AND INSTALLED IN VAULT BY OTHERS. FIBER OPTIC CABLES TO BE SPLICED BY OTHERS. FIBER OPTIC CABLE TO BE CONNECTED INSIDE TRAFFIC SIGNAL CONTROLLER CABINET BY OTHERS. —P—P P P P v 7-p--mod GENERAL NOTES w ...rlrrr r r�rr rr I. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS. 2. U11UTY 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. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 5. ALL NEW JUNCTION BOXES AND CABLE VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS AND FRAMES. 6. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON RIGHT-OF-WAY. 7. EXISTING SIGNAL AND ILLUMINATION CONDUIT MAY HAVE LESS THAN 12" OF COVER. CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR EXISTING CONDUIT. 8. CONTRACTOR SHALL PROTECT EXISTING FIBER OPTIC CABLES AND CONDUITS FROM DAMAGE DURING CONSTRUCTION. 9. NOT ALL TRAFFIC SIGNAL AND ILLUMINATION CONDUITS ARE SHONN ON THIS SHEET. JUNCTION BOXES NOT NOTED ON THIS SHEET MAY BE EXISTING OR PROPOSED SCNAL OR ILLUMINATION JUNCTION BOXES. FOR SIGNALIZATION & ILLUMINATION PLAN SEE SHEET 68. 10. FOR TRENCH DETAIL SEE SHEET B. J S 3RD ST a❑ co pO t3 1 : 1 r 0 I N UJI _ J ALU . I I • I I li I I C1G,IY SURVEYED: KPG IC�CW DRAWN BY: JW 1 DESIGN BY: DE Interdisciplinary Design 3131 FW** WJI1IMM j .� z. CHECK BY: JC{� iamry WA964G2 DO PROJ MGR: JF sakWA91121 [LS ev,0727 ,t t'��` �ti FILE:78125RSU2.dwg [e'g6�79&1Wfi 11Nw1Gl'Ad - NUMBER REVISION DESCRIPTION BY APP DATE AA k HI WIRE NOTES 41 I 1 - I �. 1 1 a PA1������o�� ©f 1� '��k ►4� try �`�+� �`�' COMMENTS 2 EX 1 1CITY-OWNED 3 EX 1 KC 1-24 CITY 25-48 4 EX 1 CITY -OWNED 6 EX 1 CITY -OWNED, TO CITY HALL _ &BEX SPARE WITH 4 CELL FLEXIBLE INNEROUCTS SPARE 1 SfE: SIGNALIZA ION PLAN SHEET 68 PLAN 0 5 10 20 30 C('AI F IN FFFT CITY OF RENTON DPublic Works Department MENT APP ❑NSTRUCTION �f gy- - - DATE:FJ�j 19 LEGEND EXISTING NEW DESCRIPTION DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE TYPE PPB POLE WITH PUSHBUTTON o 9--0 ROADWAY LUMINAIRE AND POLE DECORATIVE PEDESTRIAN LUMINAIRE AND POLE ® m TRAFFIC SIGNAL CONTROLLER CABINET ® ® ELECTRICAL SERVICE CABINET © IRRIGATION CONTROLLER CABINET ® 21 m 9 0 0111 JUNCTION BOX TYPE 1, 2 & 8 ® SMALL CABLE VAULT — — — CONDUIT O CONSTRUCTION NOTE 0 WIRE NOTE WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 79 CONVERSION PROJECT PROJECT NO, 16125 FED AID NO HIFUL-STPI1.91 FIBER OPTIC PLANS DATE: DEC S 3RD ST & WELLS AVE S SHEETNO, 79 OF 119 CONCRETE BLOCKOUT SCHEDULE STATION OFFSET 199+78.83 33.19' LT 199+79.06 22.10' RT 200+21.01 33.14' LT 200+21.07 22.18' RT BIKE RACK SCHEDULE STATION OFFSET 35+94.72 48.20' LT WASTE RECEPTACLE SCHEDULE STATION OFFSET 35+63.56 19.00' RT 35+63.65 19.00' LT 36+41.75 38.98' LT 36+82.65 23.53' RT BENCH SCHEDULE STATION OFFSET 36+61.76 22.01' LT 199+58.54 20.50' RT 35+94.72 51.20' LT 35+94.73 54.20' LT 36+68.34 18.93' LT TREE GRATE SCHEDULE STATION OFFSET START SCORING PATTERN HERE 35+50.66 22.50' LT 35+86.39 94.50' RT 36+87.56 22.50' RT S 2ND ST START SCORING PATTERN HERE • I t . l5 NUMBER[ REVISION DESCRIPTION GENERAL NOTES I 1 STATIONSAND OFFSETS OF SITE FURNISHINGS SHALL BE TO M CENTER F 21 2. SEE SIGNALIZATION & ILLUMINATION PLANS, SHEETS 59-79, FOR ' I SIGNAL AND LUMINAIRE STATIONS AND SCHEDULE, 1 16 5 START SCORING PATTERN HERE a CONSTRUCTION NOTES 114 14 E 1� SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 84. 'T17 SCORED COLORED CEMENTCONCRETECROSSWALK PAVEMENTPER Q 11 TYP RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. 10 I I _. MEDIUM BROOM FINISH. i SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1. SEE DETAIL, I - - SHEET 84. �1 PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS I 5 �J 86-90. I I i vo T CEMENT CONCRETE APPROACH PAVEMENT. SEE CONCRETE PANEL I PLAN NOTES AND DETAIL SHEETS 36-40. i I r � UTILITY CABINET BOX WRAP. �1 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER. SEE C `J SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 10 SIGNAL TYPE PS, I, OR PPB. SEE SIGNAUZA11ON & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE START SCORING PATTERN HERE 11 SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. I g TYP O ROADWAY LUMINAIRE AND POLE. SEE SIGNAUZATION & ILLUMINATION 12 PLANS AND DETAILS, SHEETS 59-79. I [9 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE 13 STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 201 84. 2 TYP 14 LANDSCAPE STRIP FENCING X SEE DETAIL, SHEET 85. 15 2'-8" SQUARE CONCRETE BLOCKOUT FOR FUTURE VEHICULAR BOLLARD. M _ BIKE RACK PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND 16 GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION ..15 TYP { START SCORING PATTERN HERE TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. a°" Y 17 BENCH PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND I GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION I TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. II - 18 FIRE HYDRANT. SEE WATER PLANS AND DETAILS, SHEETS 49-54. �1 12 TYP B 18 TYP 21 19 SCORED CEMENT CONCRETE PAVEMENT, SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. _ 20 SIGN ON NEW POST, SEE CHANNELJZATION PLANS AND DETAIL SHEETS 101-117. 5 a 1 y 1 TYP 21 08' TREE GRATE, SEE DETAIL, SHEET 84. 14 LU Q i N 5 a 14 E J 13 TYP 21 I 17 _J START SCORING PATTERN HERE PLAN 0 5 10 20 30 SCALE IN FEET 9 Tm }(A. Qy`* SURVEYED: KPG WILLIAMS AVENUE S AND WELLS AVENUE S DRAWINGNQ SO 4 �Mp n1JM�'Dy�' DRAWN BY: TF IM�� ; CITY OF RENTON CONVERSION PROJECT PROJECTNO 16125 N ✓• DESIGN BY: TF Interdisciplinary Design BID Public Works Department HIPUL-STP98 �q 3131 EIIIoflAva �2111 FED AID NO (034) ^ A CHECK BY: PN We 400 TMm.wA96W2 DOCUMENT URBAN DESIGN PLAN DATE: DEC 2019 1 � ^ PROJ MGR: JF Seate, WA 96121 (253)627-0720 A SRO CONSTRUCTION a ry SHEET NO. BO OF 119 (20fi)266.1640 wew.IGlgcan sY oA �� S 2ND ST & WILLIAMS AVE S BY APP DATE AE AR FILE: 16125URB01 dwg CONCRETE BLOCKOUT SCHEDULE WASTE RECEPTACLE SCHEDULE STATION OFFSET STATION OFFSET 202+78.83 21.61' RT 92+72.36 19.00' LT 202+78.93 32.84' LT 93+83.31 19.49' RT 203+21.61 32.72' LT 202+66.71 35.57' LT 203+21.82 21.67' RT 203+58.35 20.48' RT 10111mazi 7!START SCORIAG PA F on 7 S■■ 19912 ML 6 BENCH SCHEDULE STATION OFFSET _ \ 92+63.78 21.92LT } 93+65.38 22.50' LT 3 START SCORING PATTERN HERE BIKE RACK SCHEDULE STATION OFFSET 92+44.38 18.03' LT 92+47.35 18.09' LT 92+50.33 18.00' LT 92+53.32 18.00' LT 202 START SCORING PATTERN HERE L PLAN 0 5 10 20 30 SCALE IN FEET REVISION DESCRIPTION S 2ND ST P ■m no 0�0 m T W 'a N J J LLI SCORING PATTERN 9 START SCORING PATTERN HERE M 8 204 SCORING PATTERN HERE 4 GENERAL NOTES 1. ALL STATIONS AND OFFSETS OF SITE FURNISHINGS SHALL BE TO CENTER OF FEATURE. 2. SEE SIGNAUZA11ON & ILLUMINATION PLANS, SHEETS 59-79, FOR SIGNAL AND LUMINAIRE STATIONS AND SCHEDULE. CONSTRUCTION NOTES O1 SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 84. OSCORED COLORED CEMENT CONCRETE CROSSWALK PAVEMENT PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. MEDIUM BROOM FINISH. OSCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1. SEE DETAIL, SHEET 84. F1 SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2. SEE L'1 DETAIL, SHEET 84. �l PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS �J 86-90. �6 CEMENT CONCRETE APPROACH PAVEMENT. SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. 6D UTILITY CABINET BOX WRAP. DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER, SEE lJ SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 10 SIGNAL TYPE PS, I, OR PPB. SEE SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 11 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 12 ROADWAY LUMINAIRE AND POLE. SEE SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 13 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELJNES. SEE SURFACE MOUNT DETAIL, SHEET 84. 14 LANDSCAPE STRIP FENCING < & < • SEE DETAIL, SHEET 85. 15 2'-B" SQUARE CONCRETE BLOCKOUT FOR FUTURE VEHICULAR BOLLARD. 16 BIKE RACK PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIPED BY CITY PRIOR TO INSTALLATION. 17 BENCH PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. 18 FIRE HYDRANT. SEE WATER PLANS AND DETAILS, SHEETS 49-54. 19 SCORED CEMENT CONCRETE PAVEMENT, SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. 20 SIGN ON NEW POST, SEE CHANNEUZATION PLANS AND DETAIL SHEETS 101-117. I. W A yr SURVEYED: KPG Aoftk WILLIAMS �� AVENUE S AND WELLS AVENUES DRAWING NO 8 q yt sHy'o w DRAWN BY: TF KPG CITY OF RENTON CONVERSION PROJECT PROJECT NO 16125 Interdisciplinary Design {� DESIGN BY: TF P ry 9 BID Public Works Department HIPIJL•STP 991 25Q2ldroa.n+WE foul l O, CHECKBY: PN DOCUMENT FED AID O ,, ry su�� 1a�na.wA9BW1 vvE corrsrRuoTlvN URBAN DESIGN PLAN DATE Deczols PROJ MGR: JF SiN0.091 {iSi�62 04 F DATE iAE a' �� ry (2mmIfi30 BY DATE r' l� S 2ND ST & WELLS AVE S SHEET NO 61 OF 119 FILE: 16125URBOI dwg CONCRETE BLOCKOUT SCHEDULE WASTE RECEPTACLE SCHEDULE 0 5 10 20 30 Y SCALE IN FEET Ln GENERAL NOTES 1. ALL STATIONS AND OFFSETS OF SITE FURNISHINGS SHALL BE TO CENTER OF FEATURE. 2. SEE SIGNALIZATON & ILLUMINATION PLANS, SHEETS 59-79, FOR SIGNAL AND LUMINAIRE STA11ONS AND SCHEDULE. CONSTRUCTION NOTES O SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 84. 2 SCORED COLORED CEMENT CONCRETE CROSSWALK PAVEMENT PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. MEDIUM BROOM FINISH. PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS LJ 86-90. Q CEMENT CONCRETE APPROACH PAVEMENT. SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. �B UTILITY CABINET BOX WRAP. �1 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER. SEE �J SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 10 SIGNAL TYPE PS, I, OR PPB. SEE SIGNAUZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE 11 SIGNALJZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 12 ROADWAY LUMINAIRE AND POLE. SEE SIGNAUZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 13 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES, SEE SURFACE MOUNT DETAIL, SHEET 84. 14 LANDSCAPE STRIP FENCING O to �D SEE DETAIL, SHEET 85. 15 2'—B" SQUARE CONCRETE BLOCKOUT FOR FUTURE VEHICULAR BOLLARD. OBIKE RACK PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND 16 GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. 17 BENCH PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. 18 FIRE HYDRANT. SEE WATER PLANS AND DETAILS, SHEETS 49-54. 19 SCORED CEMENT CONCRETE PAVEMENT, SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. GENERAL NOTES CONCRETE WASTE REVISION DESCRIPTION 1. ALL STATIONS AND OFFSETS OF SITE FURNISHINGS SHALL BE TO CENTER OF FEATURE, 2. SEE SIGNALIZATION & ILLUMINATION PLANS, SHEETS 59-79, FOR SIGNAL AND LUMINAIRE STATIONS AND SCHEDULE. CONSTRUCTION NOTES 0 SCORED CEMENT CONCRETE SIDEWALK. SEE DETAIL, SHEET 84. O2 SCORED COLORED CEMENT CONCRETE CROSSWALK PAVEMENT PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. MEDIUM BROOM FINISH. n PLANTING AREA. SEE LANDSCAPE PLANS AND DETAILS, SHEETS 86-90. Q CEMENT CONCRETE APPROACH PAVEMENT. SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. �8 UTILITY CABINET BOX WRAP. li DECORATIVE PEDESTRIAN LUMINAIRE AND POLE WITH BANNER. SEE L'J SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 10 SIGNAL TYPE PS, I, OR PPB. SEE SIGNAUZAT10N & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 11 DECORATIVE SIGNAL POLE WITH MAST ARM AND LUMINAIRE. SEE SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 12 ROADWAY LUMINAIRE AND POLE. SEE SIGNALIZATION & ILLUMINATION PLANS AND DETAILS, SHEETS 59-79. 13 WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS ANO GUIDELINES SEE SURFACE MOUNT DETAIL., SHEET 84. 14 LANDSCAPE STRIP FENCING D E C SEE DETAIL, SHEET 85. 15 2'-8" SQUARE CONCRETE BLOCKOUT FOR FUTURE VEHICULAR BOLLARD. 16 BIKE RACK PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. 17 BENCH PER RENTON DOWNTOWN STREETSCAPE STANDARDS AND GUIDELINES. SEE SURFACE MOUNT DETAIL, SHEET 84. FINAL LOCATION TO BE FIELD VERIFIED BY CITY PRIOR TO INSTALLATION. 18 FIRE HYDRANT. SEE WATER PLANS AND DETAILS, SHEETS 49-54. 19 SCORED CEMENT CONCRETE PAVEMENT, SEE CONCRETE PANEL PLAN NOTES AND DETAIL SHEETS 36-40. 21 08' TREE GRATE, SEE DETAIL, SHEET 84. SCALE IN FEET SURVEYED: KPG CITY OF RENTONInterdisciplinary MR WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 83 DRAWN BY: TF Design BID CONVERSION PROJECT 16125 DESIGN BY: TF Public Works Department HEN1lSTP 99 FED AID NO FED AID NO 1131 aw" w ArB CHECK BY: PN 81151114+10 TdOdA7,WA96%GL DOCUMENT APPR6 NMtV—'TION URBAN DESIGN PLAN DATE: DEC 2019 PROJ MGR: JF .WAW21 RS1I� DA 7 S 3RD ST & WELLS AVE S SHEET NO 63 OF 119 FILE: 16125URB01.dwg R2I�IN BY .(� RCHITECTURAL SCORE YNT, TYP. SEE DETAIL, IIS SHEET 1ERMOPLASTIC STRIPING SCORED COLORED CEMENT CONCRETE CROSSWALK PAVEMENT DETAIL NTS TREE TRUNK TREE GRATE CEMENT CONCRETE SIDEWALK OF TREE F' GRATE oo M SECT10 TREE GRATE FRAME AND ANCHOR PER MANUFACTURER'S SPECIFICATIONS, SEE DETAIL BELOW FASTEN TO BACK OF CURB CEMENT CONCRETE CURB AND GUTTER ROADWAY PAVEMENT CEMENT CONCRETE SIDEWALK OR TREE GRATE & CEMENT CONCRETE FRAME CURB WELDED ANCHOR TYPE "E" FRAME DETAIL SCORE JOINT, TYP. SEE DETAIL, SHEET THIS SHEET. OF TREE GRATE 7'-111X TREE GRATE DETAIL NTS ROOT BARRIER ALONG SIDE, TYP. COORDINATE WITH TREE GRATE INSTALLATION. SEE DETAIL, SHEET 90. 2 PART "H" SUPPORT 1'-O" DIAMETER OPENING, WITH BREAK OUTS TO 2'-0", BREAK OUT AS NECESSARY FOR STREET TREE STATION/OFFSET REFERENCING POINT (CENTER OF TREE GRATE) PER URBAN DESIGN PLAN IS APPROX. CENTER ON EXISTING TREE (IF APPLICABLE) 1" THICK TREE GRATE WITH TYPE "E" FRAME CEMENT CONCRETE CURB & GUTTER BENCH, BIKE RACK OR 2.-0_ TYP a WASTE RECEPTACLE PER RENTON DOWNTOWN STREETSCAPE STANDARDS START SCORING PATTER FINISHED GRADE AT END OF TANGENT ARCHITECTURAL SCORE POINT, SEE PLANS JOINT, TYP. SEE DETAIL, 1/2" S.S. LOCK NUT f THIS SHEET 1/2" S.S. FLAT WASHER — SCORED CEMENT LEVELING WASHERS CEMENT CONIC CONCRETE MEDIUM/IJGHIDESANDBLAST VALLEY CURB FINISH, TYP STAINLESS STEEL CONCRETE WE — ANCHOR BOLT, LENGTH PER MANUFACTURER _. SURFACE MOUNT DETAIL NTS I- KIF.L MINIMUM DISTANCE BETWEEN EXPANSION JOINTS IS 12'. EXPANSION JOINT DETAIL SCORED CEMENT CONCRETE SIDEWALK DETAIL NTS POURED JOINT SEALER EXPANSION JOINT WITH JOINT FILLER, TYP SIDEWALK, DRIVEWAY, OR CROSSWALK q ARCHITECTURAL SCORE JOINT SCORED CEMENT CONCRETE SIDEWALK, CROSSWALK OR DRIVEWAY 4" CSBC RQILL CLEAN SCORE JOINT BY SAWCUT MLY. NO RADIUS ON EDGE. NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT, ARCHITECTURAL SCORE JOINT DETAIL NTS SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1, MEDIUM/LIGHT SANDBLAST FINISH, TYP EXPANSION JOINT, TYP SEE DETAIL, THIS SHEET ARCHITECTURAL SCORE JOINT, TYP. SEE DETAIL, THIS SHEET SCORED CEMENT CONCRETE SIDEWALK, TYP. DRIVEWAY RAMP, TYP. CEMENT CONIC CURB & GUTTER SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 1 DETAIL NTS SCOREI CONCRETE SCORED CEMENT CONCRETE SIDEWALK ARCHITECTURAL SCORE JOINT, TYP. SEE DETAIL, THIS SHEET EXPANSION JOINT, TYP SEE DETAIL, THIS SHEET CEMENT CONC CURB & GUTTER SCORED CEMENT CONCRETE DRIVEWAY PAVEMENT TYPE 2 DETAIL NTS O STREET OR SIDEWALK SIDE ELEVATION 4 STREET OR SIDEWALK SIDE ELEVATION NOTES: ALL SPACING, MIDDLE ARC RADII, AND LENGTH DIMENSIONS FOR POSTS ARE APPROXIMATE. VERIFY IN FIELD PRIOR TO FABRICATION. 2. SHOP DRAWINGS OF ALL LANDSCAPE STRIP FENCING TYPES SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIALS BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS. MECHANICAL CONNECTIONS FOR CORNER TO AID IN TRANSPORTATION AND INSTALLATION. 3. ALL LANDSCAPE STRIP FENCING PARTS SHALL BE POWDER COATED PER SPECIFICATIONS PRIOR TO ON -SITE DELIVERY. 4. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 5. ALL LANDSCAPE STRIP FENCING POSTS, TOP RAILS, BOTTOM RAILS, VERTICAL RAILS, ARCHED MIDDLE RAILS, AND BASE PLATES SHALL BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING HANDLING AND DELIVERY TO THE JOB SITE. 6. BASE PLATE BOTTOM AND TOP RAILS SHALL MATCH SLOPE OF FINISHED GRADE OF SIDEWALK. 7. CONTRACTOR TO PROVIDE TOLERANCES WITH SLEEVES FOR ALL LANDSCAPE STRIP FENCING TYPES PRIOR TO INSTALLATION PER THE SPECS. 8. ALL ARCS SHALL BE SMOOTH AND CONTINUOUS. 9. FINISHED GRADE ON ELEVATIONS DO NOT REFLECT ACTUAL FINISHED GRADE ON SITE. CONTRACTOR SHALL VERIFY FINISHED GRADE SLOPES ON SITE PRIOR TO LANDSCAPE STRIP FENCING SHOP DRAWING SUBMITTAL AND FABRICATION. 10. INSTALL VERTICAL RAIL AND POST LEVEL AND PLUMB. END SIDE TOP RAIL, TYP T POST, TYP O STREET OR SIDEWALK SIDE-ELEVA11014 STREET OR SIDEWALK SIDE ELEVATION io 0 i w END SIDE M vim—) 5'-6" TOP RAIL TYP 10 POST, TYP w 9f) o w 3 I p W w K] o ui Ir N (n w < o I o I o cn us M —AANITING AREA, TYP JOINT, TYP 5'-6. �N�° AREA, TYP-SCORE SCORE JOINT, TYP END SIDE END SIDE O LAYOUT PLAN O LAYOUT PLAN 5TREET OR SIDEWALK SIDE ELEVATION END ELEVATION END SIDE 5'-6" TOP RAIL, TYP - POST, TYP 0 i in — w 0 0 w 0 I N n 3 w N 0 ih PLANTING AREA, TYP N -SCORE JOINT, TYP END SIDE 0 LAYOUT PLAN END SIDE 5'-6" TOP RAIL, TYP POST, TYP I w � w o W { c j► r N T1NG AREA, TYP SCORE JOINT, TYP END SIDE 0 LAYOUT PLAN t3'-10" f3'-10" O STREET OR SIDEWALK SIDE ELEVATION END SIDE 5'-6" TOP RAIL, TYP i�POST, TYP w I I o O I IZ O !n I e� \ En N SLANTING AREA, TYP SCORE JOINT, TYP END SIDE 0 LAYOUT PLAN BL= T. TYP. w 4" SO X )6' THICK POST CAP BASE PLATE, WELD TO POST !~�: SEAL POST CYVAP TO �r 2•� o o POST POST TOP RAIL, FINIAL BASE PLATE PLAN LI TYP OF CAP, POST, AND BASE PLATE POST CAP PER DETAIL, AP, TYP SEE THIS SHEET —FINIAL, WELD TO TOP RAIL, POST ELEVATION THIS SHEET 2" SO X )(6" THICK METAL POST, SEE DETAILS THIS SHEET )OLE RAIL, TYP I INSTALL VERTICAL AND PLUMB 1)¢" TALL X OC WIDE X )C THICK L RAIL, TYP LANDSCAPE STRIP FENCING METAL TOP RAIL BASE PLATE, SEE DETAIL, THIS SHEET rL " SOINSTALL HICK VERTICALAND VERTICAL YP PLUMB (4) )C 0, 6" LENGTH BUTTONHEAD RAIL, TYP TAMPER PROOF ANCHOR BOLT, I" TALL X %6" THICK METAL FLAT EPDXY IN PLACE BAR, STRAIGHT OR ARC MIDDLE f2 1/4" LATE, TYP — FINISHED GRADE RAIL, WELD TO VERTICAL RAIL GRADE LANDSCAPE STRIP FENCING � POST CAP IYt' TALL X 1kz" WIDE X h" H j PLANTING AREA, TYP THICK METAL BOTTOM RAIL J 4' THICKENED EDGE ' TOP & BOTTOM RAIL ti°� SIDEWALK PARALLEL TO FINISHED 18" ly GRADE. SECTION A -A' SECTION B-B' POaLCAP PLAN LANDSCAPE STRIP FENCING DETAIL NTS CONSTRUCTION NOTES O1 ROADWAY PLANTER TYPE 1; INSTALL 36" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. 02 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. 0 EXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL SHEET, 90. 0 ROADWAY PLANTER TYPE 2; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. O6 INSTALL TREE IN TREE GRATE PER DETAIL, SHEET 90. 0 INSTALL TREE WATERING BAG SYSTEM PER MANUFACTURER'S RECOMMENDATION. TREE SYMBOL A 1 TREE QUANTITY SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES 0 ROADWAY PLANTER TYPE 1; INSTALL 36" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. 0 EXISTING PRIVATE LANDSCAPE TO REMAIN, SAVE, AND PROTECT. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL SHEET, 90. OADJUST AND INSTALL PLANTS AROUND FOOTINGS OF EXISTING SIGN. O5 ROADWAY PLANTER TYPE 2; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. TREE SYMBOL 1 . TREE QUANTITY SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES 0 ROADWAY PLANTER TYPE 1; INSTALL 36" TOPSOIL TYPE A AND 2' BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. OEXISTING TREE TO REMAIN; SAVE AND PROTECT PER DETAIL SHEET. 90. O5 ROADWAY PLANTER TYPE 2; INSTALL 24" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. TREE SYMBOL A 1 TREE QUANTITY SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES /\ ROADWAY PLANTER TYPE 1; INSTALL 36" TOPSOIL TYPE A AND 2" BARK OR WOOD CHIP MULCH, TYP., SEE DETAILS ON SHEET 90. O6 INSTALL TREE IN TREE GRATE PER DETAIL, SHEET 90. TREE SYMBOL } --TREE QUANTITY SEE SHEET 90 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES PLANT SCHEDULE N SYMBOL BOTANICAL NAME/COMMON NAME QTY SIZE REMARKS STREET TREE 0 T1 AMELANCHIER LAEVIS 'JFS-ARB' /SPRING FLURRY SERNCEBERRY 19 12-142V CAL ' HT BBB; WELL BRANCHED T2 ACER X FREEMANII 'SCARSEN'/ SCARLET SENTINEL MAPLE 4 2�" CAL 12 -14' HT. BBB; WELL BRANCHED SHRUBS, GRASSES, GROUNDCOVERS AND PERENNIALS S1 FOTHERGILLA GARDENII 'BLUE MIST/ BLUE MIST DWARF FOTHERGILLA 18 2 GAL CONT. 30" O.C. TRI. SP. TYP S2 HEBE ANOMALA 'PURPUREA NANA'/ DWARF HEBE 146 2 GAL CONE 24" D.C`TRI. SP. TYP S3 SPIRAEA JAPONICA 'YAN'/ DOUBLE PLAY GOLD SPIREA 47 2 GAL. CONT. 30" O.C. TRI. SP. TYP 0 S4 WEIGELA FLORIDA 'ELVERA'/ MIDNIGHT WINE WEIGELA 207 2 GAL CONE 18" O.C. TRI. SP. TYP G1 PENNISETUM ORIENTALE 'KARLEY ROSE'/ PINK FOUNTAIN GRASS 30 1 GAL CONT. 24" O.C. TRI. SP. TYP G2 SESLERIA AUTUMNALIS/ AUTUMN MOOR GRASS 185 1 GAL CONT. 15" O.C. TRI. SP. TYP O GC1 HEMEROCALLIS 'PURPLE D'ORO'/ PURPLE D'ORO DAYLILY 29 1 GAL. CONT. 15" O.C. TRI. SP. TYP 1 GC2 ERICA CARNEA 'MYRETOUN RUBY'/ MYRETOUN RUBY WINTER HEATH 38 1 GAL CONT. 18" O.C. TRI. SP. TYP GC3 VERONICA PEDUNCULARIS 'GEORGIA BLUE'/ GEORGIA BLUE SPEEDWELL 130 1 GAL. CONT. 18- O.C. TRI. SP. TYP TRUNK — TREE STAKE—\\ PREVAILING WIND — TREE STAKE PLAN- ROOT BALL FINISHED GRADE 6' MIN. BRANCH HT . ABOVE FINISH GRADE NON-ABRASIVE RUBBER TREE TIES 2" DIA. WOOD STAKE; STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL AND SHALL NOT INTERFERE WITH PERMANENT BRANCHES ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE 2" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM TREE TRUNK CONCRETE SIDEWALK TOPSOIL TYPE A ROOT BARRIER, TYP; SEE DETAIL THIS SHEET SCARIFY PRIOR TO TOPSOILIL INSTALLATION LATION RECOMPACT TOPSOIL BELOW R00T BALL TO PREVENT SETTLING TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS SPECIFIED SPACING, TYP EAR nan imp 1'-O" MAX TO LIMIT OF GRADING 'l REMOVABLE 6' HT ` 1 • HIGH -VISIBILITY TREE l / PROTECTION FENCING TREE PROTECTION DETAIL NTS R00T FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE 4" SOIL BERM ABOVE ROOT BALL SURFACE; BERM SHALL BEGIN AT ROOT BALL EDGE P" BARK OR WOOD CHIP MULCH; KEEP AWAY FROM BASE OF PLANT FINISH GRADE TOPSOIL TYPE A ZECOMPACT TOPSOIL BELOW 200T BALL TO PREVENT SETTLING iCARIFY SUBGRADE PRIOR TO TOPSOIL INSTALLATION TYPICAL SHRUBIGROUNDCOVER PLANTING DETAIL NTS w_n" PLAN TYPICAL ROOT BARRIER DETAIL NTS CONCRETE BARRIER, TYP BALL TRUNK BARRIER. WHERE RED; SEE NOTE BARRIER, TYP NT CONCRETE SIDEWALK FINISHED ( CEMENT CONCRETE SIDEWALK RECOMPACT SUBGRADE BELOW ROOT BALL TO PREVENT SETTLING v STAKING PLAN — EXCAVATION ZONE, SEE TREE PROTECTION NOTE 2, THIS SHEET 2"X10"X3'WITH EYEBOLTS EACH END 10 GA. GALVANIZED WIRE WITH )a" DIA. RUBBER HOSE, TURNBUCKLE AND EYEBOLTS CENTER TREE IN PIT ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE; TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE 2" DEPTH PEA GRAVEL LAYER TREE GRATE & FRAME; SEE DETAILS, SHEET 84 MIN. V)(8'X3' DEPTH TOPSOIL TYPE A. BACKFILL AROUND ROOTBALL CEMENT CONCRETE CURB AND GUTTER GENERAL NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY PER SECTION 8-02 OF THE SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WNTHOUT THE APPROVAL OF ENGINEER. 4. INSTALL 2" BARK OR WOOD CHIP MULCH OVER ALL DISTURBED AREAS NOT BEING PLANTED OR SEEDED, UNLESS OTHERWISE NOTED. 5. PROPERTY RESTORATION TO BE DONE AS DIRECTED BY THE PROJECT ENGINEER. 6. STREET TREES SHALL MEET WSDOT "STREET TREE GRADE" STANDARD AND SHALL BRANCH AT MIN. 6' ABOVE FINISH GRADE. TREE PLANTING NOTES 1. TREE PIT SHALL NOT BE LESS THAN (3) TIMES ROOTBALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP FROM ROOTBALL 3. REMOVE ALL PLASTIC AND TWINE. 4. BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN 6" LIFTS AND LIGHTLY RECOMPACT EACH LIFT; AFTER BACKFlLIING, WATER IN ROOT BALL TO SETTLE THE SOIL 5. PLANT TREES WITH ROOT FLARE VISIBLE; DO NOT COVER TOP OF ROOTBALL WITH SOIL. TREE PROTECTION NOTES 1. SIX FOOT HIGH HIGH -VISIBILITY FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 4• PORTIONS OF THE TREE PROTECTION FENCING MAY BE MOVED 1/3 INTO THE DRIP LINE IF UNABLE TO PROTECT ENTIRE DRIP LINE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE DRIP LINE AREA THAT ARE IN CONFLICT WITH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL 5. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 6. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 7. MAINTAIN FENCING IN PLACE UNTIL THE CITY AUTHORIZES REMOVAL OR A FINAL APPROVAL IS ISSUED. 8. SIGNS SHALL BE ATTACHED TO THE TREE PROTECTION FENCING STATING THAT THE TREE IS DESIGNATED FOR PROTECTION AND THE AREA INSIDE OF THE FENCE IS NOT TO BE DISTURBED UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER. R00T BARRIER, INSTALL ON ALL 4 SIDES OF TREE GRATE, TIGHT TO EDGE OF PAVEMENT, TYP; SEE DETAIL THIS SHEET SCARIFY SIDES AND BOTTOM OF PLANTING PIT PRIOR TO TOPSOIL INSTALLATION 2" X 10" X 3' WITH EYEBOLTS EACH END TYPICAL 5X5 TREE GRATE PLANTING DETAIL NTS CONSTRUCTION NOTES 7 I 199 S 2ND ST I REVISION DESCRIPTION TYP. I IFI-1/1 -=11 - I - 000001, 1 - - Fy 2' lllj 1' 5 c 6ce TTl — ►f 6 - I son M i U) w 7 a U a � 4Q SURVEYED: KPG� DRAWN BY: TF r7i ' DESIGN BY: LG Interdisciplinary Design B I D •� q 3131EIWtAA I2Q21 5onA,e CHECK BY: LG SAM Taoma, lVA:$✓le DOCUMENT r, A h PROJ MGR: JF SBetlk,NS's1121 1 (ZS3}gLi-0M (MMISW W1r4;= FILE: 16MIRR01.dwg SEE SHEET 92 FOR CORRESPONDING DRIP IRRIGATION SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES PLAN ti 0 5 10 20 30 SCALE IN FEET Alovtbh CITY OF RENTON Public Works Department APR ONSTRDC71p.Y O1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. OINSTALL METER AND POINT OF CONNECTION (POC-A) EQUIPMENT, SEE DETAIL SHEET 100. 6 INSTALL O IRRIGATION CONTROLLER A, PER CITY OF RENTON STANDARD DETAILS. SEE CORRESPONDING ILLUMINATION SHEET FOR POWER SUPPLY LOCATION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR CONTROL WIRES. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. SEE SHEETS 92, 94, 96, & 98 FOR DRIP AND BUBBLER VALVE 4 CONNECTIONS. PIPE SIZE CHART GPM SIZE 0-B '/4" 8 - 13 1" 13-22 1ye 22 - 30 112" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND SYMBOL DESCRIPT10N im SHH 50 5' ADJ. SPRAY NOZZLE LATERAL SPRAY/DRIP LINE — — — MAINLINE SLEEVING AUTOMATIC CONTROL VALVE Q WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT IRRIGATION PLAN SPRAY-S 2ND ST & WILLIAMS AVE S 91 DRAWING NO PROJECT NO 16125 HPl1L•STP SS 11 FED AID NO ravel DATE: DEC 2019 SHEET NO 91 OF 119 74 CONSTRUCTION NOTES OEXTEND 2" SLEEVE AND 3/4" LATERAL LINE FOR FUTURE EXTENSION !!r OF DRIP SYSTEM. LOCATE SLEEVE AND CAPPED LATERAL END IN DRIP CONNECTOR VALVE BOX PER DETAIL SHEET 99. I I CONNECT MAINLINE TO DRIP CONTROL VALVE, SEE SPRAY IRRIGATION SYSTEM SHEET 91. I INSTALL DRIP IRRIGA110N IN PEDESTRIAN LUMINAIRE POLE. SUPPLY EQUIPMENT AS SPECIFIED; SEE DETAILS, SHEET 99 AND ILLUMINATION I t1 1" PLANS. j W r 16 INSTALL DRIP ACCESS VALVE BOX IN PAVEMENT FOR DRIP I 1 f CONNECTION TO LUMINAIRE; SEE IRRIGATION DETAILS, SHEET 99 AND ILLUMINATION PLANS. OALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL I VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING „ 11 AREA. LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE INSTALLATION OF IRRIGATION PIPING AND WIRING THIS AREA PRIOR TO START OF SIDEWALK PAVEMENT WORK. INSTALL — SLEEVE AND IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. f 1• - IRRIGATION PIPING THIS SECTION MAY BE INSTALLED AS FLEXIBLE POLYPIPE PIPING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ROUTING OPTION IS AVAILABLE. VERIFY WITH ENGINEER PRIOR TO START OF WORK. C�9J rf 19 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. �n 0 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. y 21 INSTALL BUBBLERS BELOW TREE GRATE, SEE DETAIL SHEET 100. y ON ECT MAINLINETOBBUUBSHEETBBLER CONTROL VALVE, SEE SPRAY ..,. SYSTEM 1. Ala a ItiIIIIIIIIIIIIIIIIIIIIIIs __ 11111� 199 S 2ND ST � • IIIIIIIIIIIIIIIIIIII� y4" REVISION DESCRIPTION 3A I 0.5 - M - T I♦ � 1♦ � � l� , ° ';' ` I DATE I. N W Q 3 SURVEYED: KPG XCIP� DRAWN BY: TF DESIGN BY: LG Interdisciplinary Design 3131�711N! tSQ•l,)go=ASe lsl8 CHECK BY: LG B T4tlakWA332d2 PROJ MGR: JF Sw1�,WA 93121 {�$3}� FILE: 161251RR02.dwg 201 r• PIPE SIZE CHART GPM SIZE 0-B 4" B - 13 1" 13 - 22 11 4" 22 - 30 3D - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS DRIP IRRIGATION LEGEND SYMBM ® LUMINAIRE FLOWER BASKET Ov DRIP CONNEC110N VALVE BOX O D DRIP CONTROL VALVE SEE SHEET 91 FOR CORRESPONDING SPRAY IRRIGATION BUBBLER IRRIGATION LEGEND PLAN SEE SHEETS 99 AND 100 FOR SYMBOL DESCRIPTION IRRIGATION SCHEDULE, DETAILS 0 5 10 20 30 AND GENERAL NOTES ,,{{�� 0 FULL CIRCLE BUBBLER, TWO PER TREE SCALE IN FEET OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO. 92 BIDCACITY CONVERSION PROJECT PROJECT Na 16125 Public Works Department FED AID NO HIPLILSTP9917 DOCUMENT APPR "Ur TION IRRIGATION PLAN DATE: DEC 2019 � BY: pATti: L Q DRIP-S 2ND ST & WILLIAMS AVE S SHEET NO 92 OF 119 'ION NOTES JD LATERAL LINES TO BE LOCATED IN PLANTERS WHERE CATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES )ER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. R TO ALL ROADWAY AND SIDEWALK PAVING. R AND POINT OF CONNECTION (POC-B) EQUIPMENT, SEE f 100. ;ATION CONTROLLER B, PER CITY OF RENTON STANDARD CORRESPONDING ILLUMINATION SHEET FOR POWER 1TION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR ES. . VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL 1GHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING ION SHOWN IS DIAGRAMMATIC. INSTALLATION OF IRRIGA11ON PIPING AND WIRING THIS TO START OF SIDEWALK PAVEMENT WORK. INSTALL IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. PING THIS SECTION MAY BE INSTALLED AS FLEXIBLE ING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ION IS AVAILABLE. VERIFY WITH ENGINEER PRIOR TO )RK. SI FFVING. MAIN I INF AND I ATFRAI I INF INSTAI I ATION PIPE SIZE CHART GPM SIZE 0-B 31e B - 13 1" 13 - 22 11/4' 22 - 30 1127 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IATION LEGEND IBOL I DESCRIPTION I 11 500 5' ADJ. SPRAY NOZZLE LATERAL SPRAY/DRIP LINE — — MAINLINE SLEEVING AUTOMATIC CONTROL VALVE SEE SHEET 94 FOR CORRESPONDING DRIP IRRIGATION SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES . - 01 S' p��. SURVEYED: KPG DRAWN BY: TF DESIGN BY: LG CHECK BY: LG PROJ MGR: JF FILE: 161251RR01.dwg Interdisciplinary Design BID 3131:lAve 7�T2Jd°rm Aw Me T2m�WA%:U1 DOCUMENT I�larr� � 21WBY. CITY OF RENTON Public Works Department ARPR >_ _G srRucTla4 el LATE/% WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT IRRIGATION PLAN SPRAY-S 2ND ST &WELLS AVE S DRAWING NO. 93 PROJECT NO. 16125 HpUL$TP 9917 DATE: DEC 2019 DATE:(9 FED N0. 20 SHEET NO. 93 OF 119 REVISION DESCRIPTION BY APP DATE r S 2ND ST PLAN 0 5 10 20 30 SCALE IN FEET REVISION DESCRIPTION 1 19 { y� SURVEYED: KPG o-yQT DRAWN BY: TF Interdisciplinary Design DESIGN BY: LG a 3t3! EKcmke CHECK BY: LG $utg 4{I(3 F3Qxra�'•:=i: ,y PROJMGR: UftWV,ISi1521 I RSi)UNIN 1 a, IZN)2y'1m `M FILE: 181251RR02.dwg EI CONSTRUCTION NOTES 10 EXTEND 2" SLEEVE AND 3/4" LATERAL LINE FOR FUTURE EXTENSION OF DRIP SYSTEM. LOCATE SLEEVE AND CAPPED LATERAL END IN DRIP CONNECTOR VALVE BOX PER DETAIL SHEET 99. QCONNECT MAINLINE TO DRIP CONTROL VALVE, SEE SPRAY IRRIGATION SYSTEM SHEET 93. 0 INSTALL DRIP IRRIGATION IN PEDESTRIAN LUMINAIRE POLE, SUPPLY 15 EQUIPMENT AS SPECIFIED; SEE DETAILS, SHEET 99 AND ILLUMINATION PLANS. 0 INSTALL DRIP ACCESS VALVE BOX IN PAVEMENT FOR DRIP 16 CONNECTION TO LUMINAIRE; SEE IRRIGATION DETAILS, SHEET 99 AND ILLUMINATION PLANS. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE INSTALLATION OF IRRIGATION PIPING AND WIRING THIS 18 AREA PRIOR TO START OF SIDEWALK PAVEMENT WORK. INSTALL SLEEVE AND IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. IRRIGATION PIPING THIS SECTION MAY BE INSTALLED AS FLEXIBLE POLYPIPE PIPING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ROUTING OPTION IS AVAILABLE, VERIFY WITH ENGINEER PRIOR TO START OF WORK. OCOORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. �0 ALL IRRIGATION ONES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. PIPE SIZE CHART GPM SIZE 0-8 8 - 13 1" 13 - 22 1 Y 4" 22 - 30 112" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NO -ID ON PLANS SEE SHEET 93 FOR DRIP IRRIGATION LEGEND CORRESPONDING SPRAY r N4 IRRIGATION SYMOOL ® LUMINAIRE FLOWER BASKET SEE SHEETS 99 AND 100 FOR IRRIGATION SCHEDULE, DETAILS (D DRIP CONNECTION VALVE BOX O D DRIP CONTROL VALVE AND GENERAL NOTES CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 94 BID CONVERSION PROJECT PROJECT NO 16125 99 W,h1ic Wwx� Depanmonl HIPUL-STP FED AID NO DOCUMENT APPR NSTRIICTION IRRIGATION PLAN (034) DATE: DEC 2019 ( / DRIP- S 2ND ST & WELLS AVE S SHEET NO 94 OF 119 \�-w 0 5 10 20 30 SCALE IN FEET CONSTRUCTION NOTES 0 1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. 0 INSTALL METER AND POINT OF CONNECTION (POC-C) EQUIPMENT, SEE DETAIL SHEET 100. O8 INSTALL IRRIGATION CONTROLLER C, PER CITY OF RENTON STANDARD DETAILS. SEE CORRESPONDING ILLUMINATION SHEET FOR POWER SUPPLY LOCATION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR CONTROL WIRES. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE INSTALLATION OF IRRIGATION PIPING AND WIRING THIS 18 AREA PRIOR TO START OF SIDEWALK PAVEMENT WORK. INSTALL SLEEVE AND IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. IRRIGATION PIPING THIS SECTION MAY BE INSTALLED AS FLEXIBLE POLYPIPE PIPING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ROUTING OPTION IS AVAILABLE VERIFY WITH ENGINEER PRIOR TO START OF WORK. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. PIPE SIZE CHART GPM SIZE 0-8 34" 8-13 1" 13 - 22 1Y4" 22 - 30 IY2 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND SYMBOL DESCRIPTION 5H 5QQ 5 ADJ. SPRAY NOZZLE LATERAL SPRAY/DRIP LINE - - - MAINLINE SLEEVING Q AUTOMATIC CONTROL VALVE SEE SHEET 96 FOR CORRESPONDING DRIP IRRIGATION SEE SHEET 99.100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES CONSTRUCTION NOTES 10 EXTEND 2" SLEEVE AND 3/4" LATERAL LINE FOR FUTURE EXTENSION OF DRIP SYSTEM. LOCATE SLEEVE AND CAPPED LATERAL END IN DRIP CONNECTOR VALVE BOX PER DETAIL SHEET 99. QCONNECT MAINLINE TO DRIP CONTROL VALVE, SEE SPRAY IRRIGATION SYSTEM SHEET 95. QINSTALL DRIP IRRIGATION IN PEDESTRIAN LUMINAIRE POLE. SUPPLY EQUIPMENT AS SPECIFIED; SEE DETAILS, SHEET 99 AND ILLUMINATION PLANS. OINSTALL DRIP ACCESS VALVE BOX IN PAVEMENT FOR DRIP 16 CONNECTION TO LUMINAIRE; SEE IRRIGATION DETAILS, SHEET 99 AND ILLUMINATION PLANS. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE INSTALLATION OF IRRIGATION PIPING AND WIRING THIS 18 AREA PRIOR TO START OF SIDEWALK PAVEMENT WORK. INSTALL SLEEVE AND IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. IRRIGATION PIPING THIS SECTION MAY BE INSTALLED AS FLEXIBLE POLYPIPE PIPING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ROUTING OPTION IS AVAILABLE. VERIFY WITH ENGINEER PRIOR TO START OF WORK. 0 COORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. �0 ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. PIPE SIZE CHART GPM SIZE 0 - 8 S4 8-13 1" 13 - 22 1 A" 22 - 30 112" 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERYWSE NOTED ON PLANS DRIP IRRIGATION LEGEND SYMBOL ® LUMINAIRE FLOWER BASKET Ov DRIP CONNECTION VALVE BOX & D DRIP CONTROL VALVE 0 5 10 20 30 SCALE IN FEET CONSTRUCTION NOTES O1 MAINLINES AND LATERAL LINES TO BE LOCATED IN PLANTERS WHERE POSSIBLE, LOCATION SHOWN IS DIAGRAMMATIC. ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED PER GENERAL NOTES. INSTALL PRIOR TO ALL ROADWAY AND SIDEWALK PAVING. 0 INSTALL METER AND POINT OF CONNECTION (POC-D) EQUIPMENT, SEE DETAIL SHEET 100. 0 9 INSTALL IRRIGATION CONTROLLER D, PER CITY OF RENTON STANDARD DETAILS. SEE CORRESPONDING ILLUMINATION SHEET FOR POWER SUPPLY LOCATION. EXTEND 2" CONDUIT TO PLANTER AS SHOWN FOR CONTROL WIRES. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. OCOORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. QSEE SHEETS 92, 94, 96, & 98 FOR DRIP AND BUBBLER VALVE 4 CONNECTIONS. PIPE SIZE CHART GPM SIZE D- 8 34" 1" 8 - 13 13 - 22 lye 22 - 30 1W 30 - 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS IRRIGATION LEGEND SYMBOL I DESCRIPTION 6®R h 5 ADJ. SPRAY NOZZLE LATERAL SPRAY/DRIP LINE - - - MAINLINE - SLEEVING Q AUTOMATIC CONTROL VALVE SEE SHEET 98 FOR CORRESPONDING DRIP IRRIGATION SEE SHEET 99-100 FOR COMPLETE IRRIGATION SCHEDULE, DETAILS AND GENERAL NOTES REVISION DESCRIPTION CONSTRUCTION NOTES 10 EXTEND 2" SLEEVE AND 3/4° LATERAL LINE FOR FUTURE EXTENSION OF DRIP SYSTEM. LOCATE SLEEVE AND CAPPED LATERAL END IN DRIP CONNECTOR VALVE BOX PER DETAIL SHEET 99. OCONNECT MAINLINE TO DRIP CONTROL VALVE, SEE SPRAY IRRIGATION 14 SYSTEM SHEET 97. 0 INSTALL DRIP IRRIGATION IN PEDESTRIAN LUMINAIRE POLE. SUPPLY 15 EQUIPMENT AS SPECIFIED; SEE DETAILS, SHEET 99 AND ILLUMINATION PLANS. OINSTALL DRIP ACCESS VALVE BOX IN PAVEMENT FOR DRIP 16 CONNECTION TO LUMINAIRE; SEE IRRIGATION DETAILS, SHEET 99 AND ILLUMINATION PLANS. 1 ALL CONTROL VALVES TO BE LOCATED IN PLANTER AREAS. INSTALL VALVE BOX TIGHT TO EDGE OF PLANTER TO MAXIMIZE PLANTING AREA. LOCATION SHOWN IS DIAGRAMMATIC. COORDINATE INSTALLATION OF IRRIGATION PIPING AND WIRING THIS 18 AREA PRIOR TO START OF SIDEWALK PAVEMENT WORK. INSTALL SLEEVE AND IRRIGATION PIPING, PRIOR TO PAVEMENT INSTALLATION. IRRIGATION PIPING THIS SECTION MAY BE INSTALLED AS FLEXIBLE POLYPIPE PIPING IN FLEXIBLE CONDUIT SLEEVING IF NO OTHER ROUTING OPTION IS AVAILABLE. VERIFY WITH ENGINEER PRIOR TO START OF WORK. OCOORDINATE SLEEVING, MAIN LINE AND LATERAL LINE INSTALLATION 19 WITH ILLUMINATION CONDUIT AND FOOTING LOCATIONS. QO ALL IRRIGATION LINES LOCATED UNDER PAVEMENT SHALL BE SLEEVED. 21 INSTALL BUBBLERS BELOW TREE GRATE, SEE DETAIL SHEET 100. CONNECT MAINLINE TO BUBBLER CONTROL VALVE, SEE SPRAY IRRIGATION SYSTEM SHEET 97. PIPE SIZE CHART GPM SIZE 0-8 ye 8 — 13 1' 13 — 22 114" 22 — 30 1127 30 — 50 2" NOTE: ALL IRRIGATION MAINLINE SHALL BE 2" PVC SCH 40, UNLESS OTHERWISE NOTED ON PLANS DRIP IRRIGATION LEGEND SYMBOL LUMINAIRE FLOWER BASKET Q DRIP CONNECTION VALVE BOX D DRIP CONTROL VALVE BUBBLER IRRIGATION LEGEND SYMBOL DESCRIPTION 0 FULL CIRCLE BUBBLER, TWO PER TREE SURVEYED: KPG ]KIP� CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 98 DRAWN BY: TF Interdisciplinary Design BID CONVERSION PROJECT PROJECT NO. 16125 DESIGN BY: LG 3131EIIIadAve 2502 Jefferson Ave Public Works Depadm m HIPUL-STP 99 FED AID NO. (C CHECKBY: LG PROJ VGR: JF S911e 400 Tacma, WA Q8402 DOCUMENT Seattle, WA 99121 (253) 62N720 (206)28G•1640 W,Sw.kpg corn /' a APPR ON57RUCiiDN BY DnTe IRRIGATION PLAN �� DRIP- S 3RD ST & WELLS AVE S 20 DATE: DEC 2019 SHEET NO. 96 OF 119 FILE: 161251RR02 dwg IRRIGATION SCHEDULE SYMBOL MANUFACTURER $ RAINBIRD ® ® 50 5H RAINBIRD TORO © 93 5 RAINBIRD MODEL NO. IDESCRIP11ON 1400 SERIES (0.25 GPM) FULL CIRCLE TRICKLE PATTERN PRESSURE COMPENSATING BUBBLER, WITH SHRUB ADAPTER FOR 1/2" THREADED RISER, SEE DETAIL SHEET 100. 5 SERIES MPR SAM PRS I SHRUB HEAD - 6" PLASTIC POP-UP., 5' RADIUS AT 30 PSI. INSTALL ON SWING JOINT, SEE DETAIL THIS SHEET SENTINEL (4) 9-STATION OUTDOOR CONTROLLERS A-D, PROVIDE 3 SPARE WIRES (RED) FROM CONTROLLER THROUGH EACH CONTROL SATELLITE VALVE BOX, TO FURTHEST VALVE BOX FROM CONTROLLER. SEE ILLUMINATION DETAIL SHEET 75 FOR FOUNDATION. SB12PSlU PEB AUTOMATIC CONTROL VALVE - SIZE AS NOTED ON PLAN, SEE DETAIL THIS SHEET POINT OF CONNECTION, SEE DIAGRAM SHEET 100 (4 TOTAL) A-D 1" IRRIGATION METER (4 TOTAL) FEBCO WEATHERMATIC RAINBIRD 850 2100 44-LRC Q I FLOWER BASKET DRIP EQUIPMENT 1" DOUBLE CHECK VALVE, SEE DETAIL SHEET 100 (4 TOTAL) 1" MASTER SHUTOFF VALVE AND TORO TFS FLOW SENSOR (4 TOTAL) 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL ONE AT EACH DOUBLE CHECK VALVE ASSEMBLY, PER DETAIL SHEET 100 (4 TOTAL) PRESSURE REDUCING VALVE, SIZE TU LINE (4 TOTAL) PVC SCHEDULE 40, 2" MAIN LINE, 24" MIN COVER PVC SCH 40, LATERAL SUPPLY UNE- 18" MIN COVER - SIZE AS NOTED. SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. SUPPLY (1) DRIP BUBBLER ON SPIKE PER FLOWER BASKET (TWO BASKETS PER LUMINAIRE). FLOW RATE BASED ON APPROX 4GPH 15-30PSI. SUPPLY TUBING FROM PAVEMENT PR PLANTER VALVE BOX CONNECTION (SEE DETAIL, THIS SHEET AND SHEET 100) TO LUMINAIRE POLE AND UP TO ACCESS HOLE PROVIDED FOR MICROTUBING AT FLOWER BASKETS. SPLIT SUPPLY LINE OUTSIDE POLE NTH 1/4" BARBED TEE TO SUPPLY MICROTUBING TO EACH HANGING BASKET ARM. COIL 3' EXCESS (MIN) MICROTUBING IN EACH BASKET LOCATION. TIE MICROTUBING TO LUMINAIRE ARMS NEATLY WITH BLACK WIRE TIE OR OTHER APPROVED TIE. SUPPLY CITY OF RENTON WITH REQUIRED NUMBER OF DRIP EMITTERS AND SPIKES FOR FUTURE BASKET INSTALLATION. SEE ADDITIONAL NOTES THIS SHEET. - FINISH SURFACE OF PAVEMENT OR CURB - SPRINKLER FLUSH WITH GRADE WISH GRADE OZZLE AND BODY PER PECIFICATIONS. USE OTTOM INLET ONLY TWO (2) MARLEX STREET ELLS ;CHEDULE 80 PVC NIPPLE, i MINIMUM LENGTH IARLEX STREET ELL CHEDULE 40 PVC FITTINGS, TYP - LATERAL, TYP NOTE: USE TEFLON TAPE AT ALL THREADED FITTINGS TYPICAL SWING JOINT NTS NOTE: COPPER TRACE WIRE INSTALL WIRE BUNDLE BELOW PIPE � NYLON TY-WRAP AT 10' OC IRRIGATION MAINLINE, SIZE AS INDICATED ON PLAN D 3/4" DRIP CONTROL VALVE ASSEMBLY EACH DRIP ZONE TO INCLUDE (SEE DRIP CONTROL VALVE DETAIL, THIS SHEET): 1. DRIP CONTROL (LOW FLOW) VALVE WIRE BUNDLE 2. 3/4" PRESSURE REGULATING FILTER 3. PVC BALL VALVE Q DRIP ACCESS VALVE BOX SEE INSTALLATION DETAIL IN PAVEMENT OR PLANTER THIS SHEET AND SHEET 99. SEE ILLUMINATION SHEETS 59-70. 1A INDICATES VALVE# (A, B, C. OR D CONTROLLER) 10.5 �- INDICATES APPROX. GPM �^ INDICATES VALVE SIZE AUTOMATIC CONTROL VALVE NTS REVISION DESCRIPTION VALVE BOX FLUSH IN LAWN AREAS, 1/2" ABOVE FINISH GRADE IN SHRUB AND GROUNDCOVER AREAS AUTOMATIC CONTROL VALVE SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION - TYP 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 DRIP CONTROL VALVE NTS CONTROL WIRE BUNDLE INSTALLATION 1/2" FEMALE ADAPTER NTS FOR 1/4" MICROTUBING 1/2" PVC NIPPLE PVC BALL VALVE, THREADED ENDS, SIZE TO MATCH PIPE WATERPROOF CONNECTION VALVE BOX 30" LINEAR LENGTH OF WIRE, COILED DRIP CONTROL (LOW FLOW) VALVE PRESSURE REGULATING FILTER SCHEDULE 80 REDUCER (SxTH) SCHEDULE 80 UNION, TYP PVC LATERAL LINE 4" MIN PEA GRAVEL BRICK SUPPORTS, TYP EACH CORNER PVC 90' ELBOW SCHEDULE 40 PVC PIPE, NIPPLE LENGTH AS REQUIRED PVC PRESSURE MAIN WITH TRACER WIRE PVC ELBOW OR TEE GENERAL NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. IRRIGATION SYSTEM SHALL BE INSTALLED, TESTED, MAINTAINED AND GUARANTEED 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 PROVIDE OPTIMUM PERFORMANCE 4. LOCATIONS OF IRRIGATION MAIN LINE, LATERALS, SLEEVING AND VALVES INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. DO NOT OVERSPRAY ONTO PAVED SURFACES. 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 GRADE. 7. SLEEVE UNDER ALL PAVED SURFACES, CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, SLEEVING SHALL BE 2 TIMES THE DIAMETER OF THE INSERT PIPE AND WIRES. 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 SPUCE 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, BY THE CONTRACTOR 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. 12. MICROTUBING FOR FLOWER BASKETS SHALL BE BLACK, UV RESISTANT 13. DRIP ACCESS VALVE BOXES FOR PAVEMENT SHALL H2 PRECAST JUNCTION BOX TYPE 1, AS APPROVED BY ENGINEER. ACCESS BOXES INSTALLED IN PLANTERS SHALL (12"X10") CARSON VALVE BOX 1012 1/2q PVC RISER BRICK SUPPORTS, rYP -• EACH CORNER PVC LATERAL SUPPLY LINE SIZE AS NEEDED PVC SLEEVE IN PAVED AREAS S x T ADAPTER, SIZE AS NEEDE (TEE WHERE APPLICABLE FOR SUPPLY TO NEXT LUMINAIRE) PVC TEE OR ELBOW PAVEMENT RATED VALVE BOX, SEE GENERAL NOTES THIS SHEET FINISH GRADE SIDEWALK . CEMENT CONCRETE SIDEWALK 1/4" MICROTUBING TO PEDESTRIAN LUMINAIRE POLE 1" CONDUIT SWEEP TO LUMINAIRE BASE, SEE ILLUMINATION PLANS AND DETAILS COMPACTED SUBGRADE DRIP ACCESS VALVE BOX IN PAVEMENT FOR CONNECTION TO LUMINAIRE POLE NITS Y1 AA ti my Qp F -�` q ` 1O J v CA pE pA SURVEYED: KPG DRAWN BY: TF DESIGN BY: LG CHECK BY: LG PROJ VIGR: JF FILE: 161251RR_DET.dwg KpGr Interdisciplinary Design BID 3131 EFdAtE 2W kft=Aw Su'lIe:06 Teca-WA- DOCUMENT Seatlk, WA MTV �25716110i24 (206)2WIM4 wivwipgcw CITY OF RENTON Public Works Department APPRO STRUCTION /1101 By DA. WILLIAMS AVENUE S AND WELLS AVENUE S CONVERSION PROJECT / IRRIGATION DETAILS y DRAWING NO. 99 PROJECT NO 16125 HIPULSTP99 FED AID NO � j DATE: DEC 2019 SHEET NO. 99 OF 119 DATE TREE GRATE, TYP. FINISHED GRADE PEA GRAVEL POC VALVE BOX QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE P.V.C. NIPPLE 3' #4 REBAR STAKE ll-ili-ill=I�1 PLASTIC CAP p 360' PVC TRIPLE SWING JOINT FLOOD BUBBLER WITH Nz" Llo PVC PRESSURE MAIN FEMALE THREADED INLET Ii PVC TEE OR ELBOW WITH a° ! SHRUB ADAPTER SIDE ELEVATION THREADED OUTLET - 1 [ PEA GRAVEL, TYP. Ka ALL THE FITTINGS AND PIPE TO JIL- 4" PERFORATED BLACK BE SAME DIA AS IPS FEMALE � PLASTIC PIPE lI! ICI = CONNECTION OF QUICK COUPLER/ SPRINKLER HEAD �/2" NIPPLE INSTALL IN DCVA BOX QUICK COUPLER OR � I II- 1 BARBED POLYETHYLENE ELBOW - SPRINKLER BODY 360' PVC TRIPLE SWING JOINT ! 11 �/2" DIA. POLYETHYLENE FLEX PIPE, PVC THREADED TEE AT �_ 1= LENGTH AS NECESSARY BARBED POLYETHYLENE ELBOW SECTION THROUGH MAIN LINE MAINLINE PVC TEE OR ELBOW FLOOD BUBBLER ASSEMBLY QUICK COUPLING VALVE/ TRIPLE SWING JOINT NTS NITS DOUBLE CHECK VALVE PRESSURE REDUCING VALVE MASTER SHUT OFF VALVE AND FLOW CONTROL VALVE INSTALL IN SEPARATE VALVE BOX - IRRIGATION METER IRRIGATION p V m TO PRESSURE MAIN MAIN LINE NQM Q CONNECTION TO PRESSURE MAIN SHALL NOT BE MADE UNTIL - 1IRRIGATION MAIN LINE IS " QUICK COUPLER VALVE PRESSURE TESTED TYPICAL POINT OF CONNECTION ASSEMBLY NTS QUICK COUPLING VALVE, SEE DETAIL THIS SHEET ALL F17NGS PVC IRRIGATION MAIN COMPOSITE HD POLYMER CONCRETE BOX WITH NON SKID LID. SIZE TO FIT EQUIPMENT CEMENT CONCRETE SIDEWALK APPROVED DOUBLE CHECK VALVE, INSTALL PER CITY OF RENTON STANDARDS COPPER UNION AND PIPE PRESSURE REDUCING VALVE PRESSURE MAIN CONNECT TO MASTER SHUT OFF VALVE (INSTALLED IN 8" MIN DEPTH PEA SEPARATE BOX) AND GRAVEL, WITH FILTER FLOW CONTROL VALVE = FABRIC NOTE; 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 DWY DSTA 397+79.3 11 6.0' LT DWY _ 397 11 6.0 LT GP :...... • 11 STA 397+43 8 5.4 RT .. STA 398+29.4 4:,::, i i :,:r: 6 e i :�:�: e r s . `:'...-. 4{117 5 STA 398+95.1 STA 348+24.4 ... .... .... .... STA 399+49.2 1 STA�78.9 400+66.8 >>x2s J 5 r n STA-10+69:6 1 p Y76 RT 12 = S GRADY WAY = ❑4 6.0' RT 4 STA 399+49.2 -T i PLAN 0 10 20 40 60 SCALE IN FEET $4 S5 58 Lr l DW 2owfEn V) .14i All -5ajaaWT U'f er:.:Ca C1;:r:r.e;ra:r:ree,r�rererj:.rr STA 12+34.94 + 12 9.0` LT 13 N 3 AP, STA 12+34.6 ❑ w 2.0 RT z DWY DWY WILLIAMS AVE S 14 IP STA 12+84.61-1 PLAN 0 10 20 40 60 SCALE IN FEET 0 DWY -- - DWY '-- - --L:.•--�-�� 0WY W -❑3 Cn 0 Lo .... _ ....-,- - - _._ - . 5 .. Lo w z J DWY Y N DWY II DWY H U Pqh• I • a tt Sk �q 1 SURVEYED: KPG DRAWN BY: JRW DESIGN BY: JRW CHECK BY: OBP PROD MGR: JF FILE: 16125CHAN01.dw9 �� 3131Plinary Designg I D Eka Am sO61m DOCUMENT Seattle, WAS$}21 Ii'S3}Sil-0i16 (206)264640 W9W1'.l REVISION DESCRIPTION BY APR DATE GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION. 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNEUZATION 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 129. 6• FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER CDR STANDARD PLAN 128. ❑DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. ❑APPROACH LINE NTH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. WHITE THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN 5 M-24.40-02. �j WHITE THERMOPLASTIC TRAFFIC ARROW (THRU AND RIGHT TURN ONLY) PER WSDOT STD PLAN M-24.40-02. 11 LOW PROFILE YELLOW TRAFFIC SEPARATOR CURB PER DETAIL B, SHEET 117. 12 DOTTED EXTENSION LINE (WITH WHITE RPMS) PER WSDOT STD PLAN M-20.50. LEGEND r EXISTING SIGN i PROPOSED SIGN /_`�il SIGN SCHEDULE NOTE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS Si 10+51.7 30.5' LT RS-1 "DO NOT ENTER", R3-8 TRAFFIC ARROWS REMOVE S2 10+75.0 30.3' LT RS-1 "DO NOT ENTER' REMOVE S3 10+92.2 23.4' RT "LT LN MUST TURN Ill "DO NOT ENTER" REMOVE S4 11+57.8 30.0' LT R5-1A "WRONG WAY, R3-8 TRAFFIC ARROWS REMOVE S5 12+33.9 28.9' LT R7-1 "NO PARKING ANY TIME" TO REMAIN S6 12+63.4 23.2' RT R7-1 "NO PARKING ANY TIME" TO REMAIN S7 12+63.4 23.2' RT R6-1 "ONE WAY REMOVE 58 12+92.1 29.0' LT R7-1 NO PARKING ANY TIME" TO REMAIN S9 13+20.8 28.5' LT (2) R6-1 "ONE WAY REMOVE CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S DRAWINGNO, 101 CONVERSION PROJECT PROJECT NO 16125 Rublle Work; Department HIPUSTP 99, 7 � FED AID NO � '..r qpp � NSTtgticToofu •' CHANNELIZATION &SIGNING PLAN DATE DEc2o,s BY: �;.' DATE /r / /STA 397+00 TO STA 401+00 & STA 10+00 TO STA 15+50 SHEET NO ,o, of ,is 0 F_ w w N 0 Ln R w z U H w LLJ 0 0 O N cn w z J S U H PLAN 0 10 20 40 60 CIIAI C IAI CCCT PLAN 0 10 20 40 60 SCALE IN FEET M O_ w w En 0 0 N N w z J U F ¢ w LLJ N 0 0 0 N Q U) w z U GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE 'STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' LATEST EDITION. 3. FOR CHANNEUZATION 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 129. 6• FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES ❑1 16" THERMOPLASTIC STOP LINE PER CDR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. LEGEND r-1 EXISTING SIGN i PROPOSED SIGN SIGN SCHEDULE NOTE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 18+03.8 23.0' RT R6-1 'ONE WAY' REMOVE S2 18+96.0 22.8' RT R1-1 "STOP", R1-3P 'ALL WAY" NEW S3 19+10.3 36.4' RT R6-1 "ONE WAY" REMOVE S4 19+10.3 36.4' RT S 5TH ST/WILLIAMS AVE S TO REMAIN S5 19+10.6 34.8' LT R3-2 NO LEFT TURN REMOVE S6 19+10.6 34.8' LT R1-1 'STOP" TO REMAIN S7 19+10.6 34.8' LT R1-3P "ALL WAY" NEW - ATTACH TO POLE SB 19+51.1 37.3' LT R6-1 'ONE WAY" REMOVE S9 19+51.1 37.3' LT S 5TH ST/WIWAMS AVE S TO REMAIN S10 19+51.5 37.5' RT R3-1 NO RIGHT TURN, R6-1 "ONE WAY" REMOVE S11 19+51.5 37.5' RT R1-1 "STOP" TO REMAIN S12 19+51.5 37.5' RT R1-3P "ALL WAY" NEW - ATTACH TO POLE S13 19+69.4 23.6' RT W11-2 PEDESTRIAN, W16-7P ARROW RT REMOVE S14 19+70.1 23.1' LT R1-1 "STOP", R1-3P 'ALL WAY" NEW- ATTACH TO POLE S15 19+70.1 23.1' LT W11-2 PEDESTRIAN, W16-7P ARROW RT REMOVE S16 19+70.1 23.1' LT NO PARKING TO REMAIN S17 20+18.4 22.9' LT R7-1 "NO PARKING" TO REMAIN S18 23+46.1 22.7' RT 2 HR PARKING, "SPEED LIMIT 25" RELOCATE - REVERSE SIDE OF POLE S19 23+68.1 23.7' LT 2 HR PARKING TO REMAIN S20 23+91.7 1 31.4' RT 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE N 0 Ld w Ld 0 0 N Cn z J x SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 24+54.9 23.1' RT R1-1 "STOP", R1-3P "ALL WAY" RELOCATE - REVERSE SIDE OF POLE S2 24+54.9 23.1' RT W11-2 PEDESTRIAN, W16-7P ARROW RT REMOVE S3 24+55.3 23.9' LT W11-2 PEDESTRIAN, W16-7P ARROW LT REMOVE S4 24+55.3 23.9' LT R12-3 NO TRUCKS 26,000 LEIS TO REMAIN S5 24+66.7 34.1' RT R6-1 "ONE WAY" REMOVE S6 24+66.7 34.1' RT S 4TH ST/WILLIAMS AVE S TO REMAIN S7 24+66.9 35.2' LT R6-1 "ONE WAY", R3-2 NO LEFT TURN REMOVE SB 24+66.9 35.2' LT R1-1 'STOP", R1-3P "ALL WAY" TO REMAIN S9 25+14.6 36.2' RT R1-1 "STOP", R1-3P "ALL WAY" TO REMAIN S10 25+14.6 36.2' RT R6-1 "ONE WAY" REMOVE S11 25+15.9 47.3' LT W10-1 RAILROAD X'ING ADVANCE, S 4TH ST/WIWAMS AVE S TO REMAIN S12 25+15.9 47.3' LT R6-1 "ONE WAY' REMOVE S13 25+25.2 24.3' RT R5-1 "DO NOT ENTER" REMOVE S14 25+30.1 23.2' LT R5-1 "DO NOT ENTER" REMOVE S15 25+30.1 23.2' LT R1-1 'STOP", R7-1 "NO PARKING", R1-3P "ALL WAY" TO REMAIN S16 25+59.4 23.0' LT R7-108 2 HR PARKING R7-108 2 HR PARKING TO REMAIN S17 25+75.9 24.3' RT RELOCATE - REVERSE SIDE OF POLE S18 25+75.9 24.3' RT W10-1 RAILROAD X'ING ADVANCE RELOCATE - REVERSE SIDE OF POLE PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE 'STATE OF WASHINGTON STANDARD SPECIFlCAT10N 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES ❑1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. 1-21 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. FDOUBLE YELLOW CENTER UNE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. THERMOPLASTIC RAILROAD CROSSING SYMBOL PER WSDOT STANDARD PLAN M-11.10-02. 14 4' WHITE THERMOPLASTIC UNE FOR PARKING STALL LEGEND m EXISTING SIGN -A- PROPOSED SIGN SIGN SCHEDULE NOTE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S19 26+14.7 30.6' LT R1-1 "STOP", R1-3P 'ALL WAY", R7-1 NO PARKING, HOUSER WAY S/WIWAMS AVE S BY OTHERS S20 26+01.5 28.7' LT (2) R6-1 "ONE WAY REMOVE S21 26+17.5 15.0' RT R1-1 "STOP", R1-3P "ALL WAY", R3-3 'NO TURNS" NEW S22 26+39.5 21.6' RT R6-1 "ONE WAY" RT REMOVE S23 26+39.5 21.6' RT HOUSER WAY S/WIWAMS AVE S BY OTHERS S24 26+48.8 36.0' LT R5-1 "DO NOT ENTER", R5-1A "WRONG WAY" TO REMAIN S25 26+48.8 36.0' LT (2) R6-1 "ONE WAY', "FIRE LANE" REMOVE S26 26+48.8 36.8' RT (2) R6-1 "ONE WAY" REMOVE S27 26+48.8 36.8' RT R1-1 "STOP", R5-1 'DO NOT ENTER" TO REMAIN S28 26+83.4 15.0' LT R1-1 "STOP", R1-3P 'ALL WAY, R3-3 "NO TURNS" BY OTHERS S29 26+95.6 37.9' RT (2) R6-1 "ONE WAY" REMOVE S30 26+95.6 37.9' RT R1-1 "STOP", R1-3P "ALL WAY" BY OTHERS S31 26+99.2 47.9' RT R7-1 "NO PARKING", R7-8 RESERVED TO REMAIN S32 27+45.3 22.4' LT WIO-1 RAILROAD X'ING ADVANCE, 2 HR PARKING TO REMAIN S33 27+45.9 22.4' RT "CURB MAIL ONLY' RELOCATE - REVERSE SIDE OF POLE S34 28+06.5 22.4' LT "MOTORCYCLE PARKING ONLY" TO REMAIN S35 28+08.4 22.5' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE ``1, 8• P.LR,1 ,• 't'. • ql a- +Sr ¢r �ot¢1L t �y, e� SURVEYED: KPG DRAWN BY: JRW DESIGN BY: JRW CHECK BY: O BP PROJ MGR: JF FILE: 16125CHAN01A119 IMp, Interdisciplinary Design BAD 3131 EKA" i9 JADE` 5ql kie g,�u13 1xo�wAs6az DOCUMENT Setge WAWl21 i�slcrl [t 1 l�itl wix3mmm CITY OF RENTON Public Works Department APPROVED CONSTRUCTION BY; DATE: /j� ll WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT CONVERSION � CHANNELIZATION &SIGNING PLAN STA 24+00 TO STA 28+50 DRAWING,, 103 PROJECT NO. 16125 FED AID N0. `�' DATE: DEC 2019 SHEET NO. 103 OF 119 REVISION DESCRIPTION BY APP. DATE NM O_ H- w w = S t/1 � + S 00 N rn S w O iI MATCH LINE STA 299+25 SHEET 117 + S7 S8 L STA 30+fi2 84,3' LT STA 30+40.2 - 16 14 67.3 LT S A 3 SfAf m� �' a L - 38.2 LT0+51. i rIL 4 14 (TYP) � J 29 WILLIAMS AVE S 3 = 3 STA 29+57.6 STA 29+95.3 _ J-AP3 1.5 RT. AP DWY I 30+15.3 RT ®mm GENERAL NOTES 141 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. STA 31+06.8 ST STA 32+76.9 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF W PAVEMENT STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND LT, AP 3 I S13 MUNICIPAL CONSTRUCTION,' LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON A STANDARD PLANS UNLESS OTHERWISE NOTED. 59 515 ,n 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 0 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND w POST BASES PER CITY OF RENTON STANDARD PLAN 129. °'Or -� �- i •' • .. .. •. = -� ' '� STA 2 4 1 (=i1 o 6• FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 18 14 TYP) 32 13 + n 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED 3 5TA 31+4&4 STA 31+%9 STA 32+11.3 N GRADE. AP r TT r.J 1, Z T -' `oWY DW1 CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER CDR STANDARD PLAN 128. 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. 510 F-31 DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. RT 14 STA 30+39.9 y [ T] y r671 0+fi1.9 14 67.5 RT 16 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT 3' OC. N PLAN 14 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL MATCH LINE STA 300+75 SHEET 117 _ 16 LANE LINE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. 0 10 20 40 60 SCALE IN FEET 18 WHITE THERMOPLASTIC ACCESS PARKING SPACE SYMBOL PER WSDOT SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 28+70.4 22.5' RT R6-1 'ONE WAY, W11-2 PEDESTRIAN REMOVE S2 28+70.7 22.4' LT 1 2 HR PARKING TO REMAIN S3 28+70.7 22.4' LT W11-2 PEDESTRIAN REMOVE S4 29+15.9 30.6' LT R6-1 "ONE WAY REMOVE S5 29+29.1 22.5' RT 1 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S6 30+28.1 68.9' LT 1 2 HR PARKING, "1405" RELOCATE - ATTACH TO POLE S7 30+73.5 68.8' LT 1 2 HR PARKING TO REMAIN S8 31+14.7 22.8' LT 1 2 HR PARKING RELOCATE - ATTACH TO POLE S9 31+14.7 22.8' LT R7-8 RESERVED PARKING NEW - ATTACH TO POLE S10 31+66.3 22.6' RT 1 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S11 32+17.0 22.0' LT R7-6 LOADING ZONE NEW S12 32+17.0 22.0' LT 1 2 HR PARKING RELOCATE S13 32+25.8 22.6' LT R6-1 "ONE WAY REMOVE S14 32+27.1 22.7' RT 1 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S15 32+57.0 22.0' LT R7-6 LOADING ZONE NEW d. p5gr 1 M1 ti� 'ram q ,y0, �I. �'�•'y.v ^ tiLam, SURVEYED: KPG DRAWN BY: JflW RW DESIGN BY: JRW CHECK BY: OBP PflOJ MGR: JF FILE: 16125CHAN01.dwg Interdisciplinary Design BID ✓ 3431c3tU<te z�R DOCUMENT c, qpp TgpMY4mon Sw�kWA�}21 1253j5T1-07� 1 1FAQ 1YN�ripQOGIII � CITY OF RENTON Public Works Department AP O ONS-rRVCT1i }�1� BY. QA V REVISION DESCRIPTION BY APP DATE r STD PLAN M-24.60-04, LEGEND F1 EXISTING SIGN JL PROPOSED SIGN SIGN SCHEDULE NOTE WILLIAMS AVENUE S AND WELLS AVENUE S DRAWING NO 104 CONVERSION PROJECT PROJECT NO. 16125 FED AID NQ HIPUL(034) STP 9917 CHANNELIZATION & SIGNING PLAN DATE: DEC 2019 STA 28+50 TO STA 33+00 SHEET NO. 104 OF 119 MATCH UNE STA 199+25 SHEET 116 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 33+48.8 22.5' LT R6-1 "ONE WAY" REMOVE S2 33+48.8 22.5' LT R7-108 2 HR PARKING TO REMAIN S3 33+49.2 22.4' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S4 34+71.9 22.5' LT R7-108 2 HR PARKING TO REMAIN S5 34+71.9 22.5' LT R6-1 "ONE WAY" REMOVE S6 34+73.0 22.0' RT R7-6 LOADING ZONE NEW S7 35+25.0 22.0' LT R7-108 2 HR PARKING TO REMAIN SB 35+31.1 22.0' RT R7-6 LOADING ZONE NEW S9 35+37.1 22.6' RT R7-108 2 HR PARKING REMOVE S10 35+49.9 22.5' RT R7-8 RESERVED NEW - ATTACH TO POLE S11 35+82.6 28.2' LT R6-1L "ONE WAY REMOVE - FACING EAST PLAN MATCH LINE STA 200+75 SHEET 116 6 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S12 35+86.6 34.6' RT R3-7L LT LN MUST TURN LT REMOVE S13 35+86.5 73.8' RT R6-1 "ONE WAY TO REMAIN S14 35+922 36.0' LT OM3-L OBJECT MARKER TYPE 3 REMOVE S15 35+94.8 33.1' LT R6-iR "ONE WAY" RELOCATE - FACING NORTH S16 35+96.1 35.7' LT OM3-L OBJECT MARKER TYPE 3 REMOVE S17 36+91.1 23.1' LT R7-1 NO PARKING ANY TIME RELOCATE - ATTACH TO NEW LUMINAIRE S18 36+91.4 221' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S19 37+325 21.8' LT R5-11 BUS TO REMAIN S20 36+43.6 31.2' LT R6-1 'ONE WAY REMOVE S21 34+11.1 225' RT R7-108 "2 HR PARKING" NEW - ATTACH TO POLE co 0 La w w x 0 Ln Ir M I- N w z J 2 GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION. 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZA11ON 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP UNE PER COR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK UNE PER CDR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. WHITE THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02. 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT 3' OC. 14 4" WHITE THERMOPLASTIC UNE FOR PARKING STALL. 16 LANE LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. 18 WHITE THERMOPLASTIC ACCESS PARKING SPACE SYMBOL PER WSDOT STD PLAN M-24.60-04. LEGEND F EXISTING SIGN i PROPOSED SIGN g SIGN SCHEDULE NOTE P • wo ■ SURVEYED: KPG DRAWN BY: JRW DESIGN BY: JRW CHECK BY: OBP PROJMGR: JF FILE: 16125CHAN02,dwg KPcr Interdisciplinary Design BID Sfil Ci4A AY8 1501!ldnam lilC 40 TwmWAM DOCUMENT Seak.WAMI (MIMIN .wwiy.am CITY OF RENTON Public Wvrko Department AP PR �STRUCTKW By DATE / WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT CHANNELIZATION & SIGNING PLAN STA 33+00 TO STA 37+50 DRAWING NO 105 PROJECT NO,6125 HIPUL-STP 99 FED AID NO. (034) DATE: DEC 2019 SHEETNQ 105 OF 119 REVISION DESCRIPTION BY APP DATE L0 o_ - F- LU w x 0 F- w z J DwY J w- N 1n O 0 +2 N N w z J - x I' U y F�- ¢ T 38 REVISION DESCRIPTION DWY 43 DWY 39 � 1 IDWY DWY WILLIAMS AVE S 40 I� PLAN 0 10 20 40 60 SCALE IN FEET I I I I I 1 I DWY I, - OWY-I\ II DWY N WILLIAMS AVE S 44 �I , I � 1 I PLAN z i 0 10 20 40 60 SCALE IN FEET 41 I � I z m I STA 45+221 1 S12 N 36.8' LT S13 515 w x V) 24 2Lo 45 ul ¢ 3 STA 45+54.1 N z J x - Q GENERAL 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 w x 3. MUNICIPAL CONSTRUCTION,' LATEST EDITION. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON T N STANDARD PLANS UNLESS OTHERWISE NOTED. F- 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. CD + 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND N OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC z J 7• PLANS, SHEET 20-24. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. �2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT '' ^ LEGEND n EXISTING SIGN i PROPOSED SIGN -`41 SIGN SCHEDULE NOTE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 37+83.1 22.2' RT R6-1 "ONE WAY REMOVE S2 37+85.3 21.7' LT R6-1 'ONE WAY REMOVE S3 38+00.9 22.1' LT R7-6 NO PARKING LOADING ZONE TO REMAIN S4 30+24.7 21.4' RT R6-1 "ONE WAY REMOVE S5 38+24.7 21.4' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S6 38+97.5 22.6' LT R5-11 BUS TO REMAIN S7 39+06.0 22.0' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE SS 40+31.2 21.9' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S9 41+56.8 21.8' RT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S10 43+79.6 22.1' LT R2-1 "SPEED LIMIT 25" TO REMAIN S11 44+98.2 21.2' RT (3) R12-5 WEIGHT LIMIT SIGNS NEW - ATTACH TO POLE (SEE DETAIL SHEET 109) S12 45+028 35.0' LT R6-1 "ONE WAY REMOVE S13 45+02.8 35.0' LT R1-1 "STOP", R7-3 NO PARKING TO REMAIN S14 45+25.1 20.9' RT R6-1 "ONE WAY REMOVE S15 45+52.5 32.1' LT R7-1 NO PARKING, S TOBIN ST/WILLIAMS AVE S TO REMAIN � Pikes • YED SURVE: KPG SURVEYED: JRW DRACONVERSION ��� CITY OF RENTON WILLIAMS AVENUE S AND WELLS AVENUE S PROJECT DESIGN BY: JRW Interdisciplinary Design BID Pu611g W0044 Depoff"AL 3131EWArx ?502Jtl 1Are .� . �o CHECK BY: OBP S,44 Tw;%gWAM DOCUMENT APPR ONBTRUfT10N f' CHANNELIZATION & SIGNING PLAN � PROJMGR: JF FILE: 16125CHAN02.dwg , , 121 CI STA 37+50 TO STA 45+75 DATE L / DRAWING NO 106 PROJECT NO, 16125 FED AID NO. HIPUL-STP 9917 (034) DATE: DEC 2019 SHEET NO- 106 OF 119 N' r � ' \ STA 46+41. 35.4 LT F� ns �. 2 2 1 3 STA 46+10.5 -7 STA 46+07.2 13 GP n 3 13 Sr� 46+ I y !8.1 RT WILLIAMS AVE S ! -L'J 48 49 WILLIAMS AVE N 19 S13 sic � � S17 S22 SS a', S14 525 STA 46+34.9 1 3 ��� 324' RT STA 48+40.6 3 Fil Z 50.5' RT PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 45+99.5 22.8' RT (3) R12-5 WEIGHT LIMIT SIGNS NEW - SEE DETAIL SHEET 109 S2 46+08.9 22.5' RT W11-2 PEDESTRIAN RELOCATE - REVERSE SIDE OF POLE S3 46+08.9 22.5' RT W16-7P ARROW RT REMOVE S4 46+08.9 22.5' RT W16-7P ARROW LT NEW S5 46+17.4 22.9' LT W11-2 PEDESTRIAN, W16-7P ARROW RT, R7-1 NO PARKING TO REMAIN S6 46+29.3 34.3' LT R1-1 "STOP", S TILLICUM ST TO REMAIN S7 46+29.3 34.3' LT (2) R6-1 "ONE WAY" REMOVE S8 46+65.6 41.9' RT R6-1 "ONE WAY" R1-1 "STOP", R1-4 " ALL WAY", R9-3 NO PEDESTRIANS, R9-3bP USE X-WALK, RIVER SIGNS S RIVERSIDE DR/WILLIAMS AVE S R5-1 "DO NOT ENTER", R5-1A "WRONG WAY" W11-2 PEDESTRIAN W16-7P ARROW LT W11-1 BICYCLE, WI6-1P SHARE THE ROAD, R7-1 NO PARKING REMOVE S9 46+67.6 30.0' RT RELOCATE S10 46+73.2 16.9' RT TO REMAIN S11 1 46+73.2 16.9' RT REMOVE S12 48+20.0 16.5' RT RELOCATE S13 48+20.0 16.5' RT NEW S14 48+30.3 3B.5' RT TO REMAIN 00 0 SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S15 48+33.2 27.7' RT NEIGHBORHOOD WATCH, N RIVERSIDE DR, WILLIAMS AVE N TO REMAIN S16 48+41.9 20.5' LT RIVER SIGNS TO REMAIN S17 48+63.2 31.5 RT R1-1 "STOP" TO REMAIN S18 48+70.2 20.3' LT R6-1 "ONE WAY", WI6-4P NEXT 300 FT REMOVE S19 48+70.2 20.3' LT W11-2 PEDESTRIAN TO REMAIN S20 48+70.2 20.3' LT W16-7P ARROW LT NEW S21 48+827 20.5' LT (3) R12-5 WEIGHT LIMIT SIGNS NEW - SEE DETAIL SHEET 109 S22 48+93.9 29.6 RT W16-4P NEXT 300 FT REMOVE S23 46+08.9 225' RT R1-1 FLASHING "STOP", R1-4 " ALL WAY' NEW S24 48+827 20.5' LT R1-1 FLASHING "STOP", R1-4 " ALL WAY" NEW S25 48+63.2 31.5' RT R1-4 ' ALL WAY" NEW S26 48+20.0 16.5' RT R1-1 FLASHING "STOP", R1-4 " ALL WAY* NEW S27 46+84.7 18.7' LT R1-1 FLASHING "STOP", R1-4 ° ALL WAY" NEW GENERAL NOTES 1. REMOVE ALL EXISTING CONFUCTING CHANNELIZATION. 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFlCATTON FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITICN. 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT 3' OC. 19 REMOVE FLEXIBLE DELINEATOR AND SALVAGE TO CITY. LEGEND EXISTING SIGN i PROPOSED SIGN S# SIGN SCHEDULE NOTE GENERAL NOTES awr _ WILLIAMS AVE N L7 59 _ _ l s1a � � � N I. �STA 60+72.2 ' Y 7.4' LT 61 7 STA 60+69.91- SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 50+83.8 23.3' RT R1-1 "STOP", R1-4 "ALL WAY" NEW S2 51+02.0 20.3' LT (3) R12-5 WEIGHT LIMIT SIGNS NEW - SEE DETAIL SHEET 109 S3 51+26.7 35.9' LT (2) R6-1 "ONE WAY" REMOVE S4 51+26.7 35.9' LT R1-1 "STOP-, R3-2 NO LEFT TURN TO REMAIN 60+00.2 28.8' RT (2) R6-1 "ONE WAY" REMOVE RS7 60+00.2 28.8' RT R1-1 "STOP", R3-1 NO RIGHT TURN TO REMAIN 60+10.9 23.8' RT N 1ST ST/WILUAMS AVE N TO REMAIN 60+42.7 20.1' RT RI-1 "STOP", R5-1 DO NOT ENTER TO REMAIN S9 60+71.0 29.1' LT R6-1 "ONE WAY" TO REMAIN S10 60+73.8 20.1' LT R1-1 "STOP', R5-1 DO NOT ENTER TO REMAIN S11 60+20.0 48.2' LT R1-4 "ALL WAY" NEW S12 60+73.8 20.1' LT R1-4 "ALL WAY" NEW S13 60+00.2 28.8' RT R11-4 "ALL WAY' NEW I PLAN 0 10 20 40 60 SCALE IN FEET 1 r WEIGHT LIMIT SINGLE UNIT VEHICLES 4 AXLES 25 T 5 AXLES 27 T 6 AXLES 30 T 7 AXLES 34 T AXLE WEIGHT LJTJ SINGLE 1 TANDEM 1 GVW LIMIT 2 EXEMPTIONS BY PERMIT ONLY WEIGHT LIMIT SIGNS 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 CHANNELIZA11ON 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. WHITE THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02. �j WHITE THERMOPLASTIC TRAFFIC ARROW (THRU AND RIGHT TURN ONLY) PER WSDOT STD PLAN M-24.40-02. LEGEND F EXISTING SIGN i PROPOSED SIGN g# SIGN SCHEDULE NOTE S1 S2 STA 404+11.6 70 O&.( RT '. r STA 71+28.1� TA 70+63.5 n�' �3 57 �71 72 WELLS AVE S 73 STA 71+12-1� � Sfi 04 \ STA 405-FIS.O 11 $ 6.1' LT PLAN 0 10 20 40 60 SCALE IN FEET PLAN (� 0 10 20 40 60 SCALE IN FEET .EGEND _- EXISTING SIGN i PROPOSED SIGN S# SIGN SCHEDULE NOTE GENERAL NOTES SEE GENERAL NOTES SHEET 110. CHANNELIZATION NOTES ❑1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. �2 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. WHITE THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02. �9 WHITE THERMOPLASTIC TRAFFIC LETTERS "ONLY. 11 LOW PROFILE YELLOW TRAFFC SEPARATOR CURB PER DETAIL B, SHEET 117. SIGN SCHEDULE SIGN NO. STATION OFFSET F DESIGNATION REMARKS S1 70+32.6 28.3' LT R6-1 "ONE WAY REMOVE S2 70+48.4 19.7' LT R1-1 "STOP" NEW S3 70+90.5 21.3' RT R2-1 "SPEED LIMIT 25" TO REMAIN S4 70+85.5 35.3' RT GRADY WAY/WELLS AVE/CITY CNTR TO REMAIN S5 70+85.5 35.3' RT R6-1 "ONE WAY REMOVE S6 72+97.2 20.8' RT W11-2 PEDESTRIAN, WI6-9 AHEAD TO REMAIN S7 72+97.6 19.8' LT W11-2 PEDESTRIAN, WI6-9 AHEAD REMOVE S8 75+09.0 20.1' LT R6-1 "ONE WAY, "WRONG WAY REMOVE S9 75+22.0 20.8' RT R5-1A "WRONG WAY REMOVE S10 75+69.4 20.0' LT R7-1 NO PARKING RELOCATE - NEW POLE S11 75+99.4 20.0' LT R5-1 "DO NOT ENTER", WI1-2 PEDESTRIAN, W16-7P ARROW RT REMOVE SIGN(S) AND POST S12 75+99.5 20.8' RT R1-1 "STOP", R1-3P "ALL WAY NEW - ATTACH TO POLE S13 75+99.5 20.8' RT NO PARKING TO REMAIN S14 75+99.5 20.8' RT R5-1 "DO NOT ENTER", WI1-2 PEDESTRIAN, W16-7P ARROW LT REMOVE S15 76+09.8 30.1' LT R1-1 "STOP" TO REMAIN S16 76+09.8 30.1' LT R1-3P "ALL WAY NEW - ATTACH TO POLE S17 76+09.8 30.1' LT R3-1 NO RT TURN, "ONE WAY REMOVE S18 75+99.5 20.8' RT S 5TH ST/WELLS AVE S RELOCATE - ATTACH TO POLE S19 76+09.7 29.5' RT R6-1 "ONE WAY REMOVE SIGN(S) AND POST S20 76+49.9 28.9' LT R6-1 "ONE WAY REMOVE SIGN(S) AND POST S21 76+64.4 20.0' LT S 5TH ST/WELLS AVE S RELOCATE - ATTACH TO POLE S22 76+49.6 32.4' RT R1-1 "STOP" TO REMAIN S23 76+49.6 32.4' RT R1-3P "ALL WAY NEW - ATTACH TO POLE S24 76+49.6 32.4' RT R3-2 NO LT TURN, "ONE WAY REMOVE S25 76+64.4 20.0' LT R1-1 "STOP", R1-3P 'ALL WAY NEW S26 77+39.7 20.2' RT R7-5 "15 MIN PARKING" TO REMAIN S27 78+10.2 19.8' LT R7-1 NO PARKING RELOCATE - FACING NORTH 0 w V) 0 r- N w z 2 PLAN 4L 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 79+05.8 20.2' LT R7-1 NO PARKING RELOCATE - FACING NORTH S2 79+09.7 20.2' RT R7-108 2 HR PARKING TO REMAIN S3 79+58.6 20.5' RT R7-108 2 HR PARKING TO REMAIN S4 80+08.5 19.9' RT R7-108 2 HR PARKING TO REMAIN S5 80+22.0 21.0' LT R7-1 NO PARKING RELOCATE - REVERSE OF POLE S6 80+79.3 19.7' RT R7-5 15 MIN PARKING, 2 HR PARKING TO REMAIN S7 80+79.3 19.7' RT R5-1A "WRONG WAY" REMOVE S8 80+92.0 20.7' LT R7-1 NO PARKING RELOCATE - REVERSE OF POLE S9 80+92.0 20.7' LT R5-1A "WRONG WAY" REMOVE S10 81+21.8 19.4' RT R7-5 15 MIN PARKING TO REMAIN S11 81+21.8 19.4' RT R5-1 "DO NOT ENTER" REMOVE S12 81+54.0 20.6' LT R7-1 NO PARKING RELOCATE - REVERSE OF POLE S13 81+54.0 20.6' LT "ONE WAY", "DO NOT ENTER", "STOP", "ALL WAY", " NO RT TURN" REMOVE S14 81+51.2 20.4' RT R1-1 "STOP", R11-3P "ALL WAY", R7-1 NO PARKING TO REMAIN S15 81+64.8 28.7' LT R1-1 "STOP", R1-3P "ALL WAY", R7-1 NO PARKING TO REMAIN SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S16 81+65.8 327' RT S 4TH ST/WELLS AVE S TO REMAIN S17 81+65.8 327' RT R6-1 "ONE WAY" REMOVE S18 82+13.2 33.3' LT "PARKING", S 4TH ST/WELLS AVE S TO REMAIN S19 82+13.2 33.3' LT R6-1 "ONE WAY' REMOVE S20 82+13.5 34.3' RT R1-1 -STOP", R1-3P -ALL WAY" TO REMAIN S21 82+13.5 34.3' RT R6-1 "ONE WAY' REMOVE S22 82+27.6 21.4' LT R1-1 "STOP", R1-3P "ALL WAY", R7-1 "NO PARKING WITHIN 30 FT" NEW S23 82+25.1 227' RT R6-1 "ONE WAY REMOVE S24 82+67.6 21.6' LT WI0-1 RAILROAD XING ADVANCE REMOVE S25 82+67.6 21.6' LT R7-108 2 HR PARKING RELOCATE - REVERSE OF POLE S26 82+85.0 21.1' RT W10-1 RAILROAD RING ADVANCE, R7-1 NO PARKING TO REMAIN GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEL1ZATON. 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION; LATEST EDITION. 3. FOR CHANNEUZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. w = 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND N POST BASES PER CITY OF RENTON STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND r-> OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC co PLANS, SHEET 20-24. a c~n 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED z GRADE. J 2 U CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP UNE PER CDR STANDARD PLAN 128. �2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. LEGEND F1 EXISTING SIGN i PROPOSED SIGN �� SIGN SCHEDULE NOTE W w w N 0 00 ao V) w z J 2 H PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 83+11.4 21.1' RT R7-1 NO PARKING TO REMAIN S2 83+46.7 21.1' LT R7-108 2 HR PARKING RELOCATE - REVERSE OF POLE S3 83+50.7 21.7' RT R7-108 2 HR PARKING, "PARKING" TO REMAIN S4 84+14.9 21.6' LT R7-108 2 HR PARKING RELOCATE - REVERSE OF POLE S5 84+14.9 21.6' RT R7-108 2 HR PARKING, "PARKING ENTRANCE" TO REMAIN S6 84+62.3 15.7' LT R6-1 "ONE WAY" REMOVE S7 84+75.9 15.0' RT R1-1 "STOP', R3-1 "NO RIGHT TURN" BY OTHERS S8 85+06.7 37.9' RT R1-1 "STOP', 135-1 "DO NOT ENTER", R6-1 "ONE WAY" TO REMAIN S9 85+06.7 37.9' RT R3-2 NO LEFT TURN REMOVE S10 85+40.5 14.5' LT R1-1 "STOP', R3-2 NO LEFT TURN NEW SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S11 85+54.9 16.6' RT HOUSER WAY S/WELLS AVE S TO REMAIN S12 85+50.2 33.5' RT R6-1 "ONE WAY", R1-1 "STOP' TO REMAIN S13 85+60.0 54.3' RT R7-108 2 HR PARKING, R6-1 "ONE WAY TO REMAIN S14 85+66.8 225' LT R7-1 NO PARKING RELOCATE - REVERSE OF POLE S15 85+78.9 31.1' LT 136-1 "ONE WAY' REMOVE S16 86+27.8 227' RT R7-108 2 HR PARKING TO REMAIN S17 86+27.8 227' RT D11-1 MOD PER DETAIL, SHEET 111 NEW 00 GENERAL NOTES 1. REMOVE ALL EXISTING CONFIJC11NG CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFlCAT10N 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. THERMOPLASTIC RAILROAD CROSSING SYMBOL PER WSDOT STANDARD PLAN M-11.10-02. 10 WHITE THERMOPLASTIC SHARED LANE MARKING PER MUTCD FIGURE 9C-9. 14 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL LEGEND = EXISTING SIGN i PROPOSED SIGN SIGN SCHEDULE NOTE 24" Bicycle Boulevard D11-1 MOD DETAIL m. MATCH LINE STA 302+25 SHEET 117 16 S3 f STA 87 STA B7+3&9 88.5' L 4 88.5' LT STA 07 L3 35.7' L 87+19.2 0 . S2 W N � f0 � CD 87 00 w 3 �1.5 RL AP, - Z T J w Q , 5•. STA 87 6 37 R I I I I GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. "STATE STA 8B+39.5 2• ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE I OF WASHINGTON STANDARD SPECIFICCAT10N FOR ROAD, BRIDGE, AND 1 S4 S5 SB 514 MUNICIPAL CONSTRUCTION," LATEST EDITION. cP 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON cpc. STANDARD PLANS UNLESS OTHERWISE NOTED. ° I M 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. D" ® r-t� DW w 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND S9 ` - ._ = POST BASES PER CITY OF RENTON STANDARD PLAN 129. � STA 88+13.7 TYP 14� �L i X.'.:.'.: ....:' J 10 STA 89+85.8 STA 90+35 B f3 oN 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND / PRIVATE E20-24ERTM ITEMS, SEE SITE PREPARATION k TESC 3 3 13 + PLANS, t.5 L AP WELLS AVE S 89 90H _ 10 SAPTA 88+51.7� -r -r r T T 14 TYP +7 �e>� 10 STA 96+74. T T T T T '' TA 9 +54.5 13 rn � z 7• MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. " CHANNELIZATION NOTES � Q �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. L 510 i 512 S13 S35 �2 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. 10 WHITE THERMOPLASTIC SHARED LANE MARKING PER MUTCD FIGURE 9C-9. I III j I I I 111 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT 3' OC. 14 4' WHITE THERMOPLASTIC LINE FOR PARKING STALL - PLAN PLASTIC GREEN BIKE BOX PER DETAIL A, SHEET 117- 0 10 20 40 60 I5 LANE LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD SCALE IN FEET PLAN 109. LEGEND SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS Si 86+80.6 22.5' RT R7-108 2 HR PARKING RELOCATE - ATTACH TO POLE S2 86+88.9 22.2' LT R7-108 2 HR PARKING RELOCATE - REVERSE OF POLE S3 87+27.3 72.7' LT R7-108 2 HR PARKING RELOCATE - ATTACH TO POLE S4 88+14.8 22.5' LT 137-108 2 HR PARKING RELOCATE - REVERSE OF POLE S5 88+71.4 23.5' LT R7-108 2 HR PARKING RELOCATE - BY OTHERS S6 88+70.8 23.5' RT R7-108 2 HR PARKING RELOCATE - BY OTHERS S7 88+70.8 23.5' RT D11-1 MOD PER DETAIL, SHEET 111 NEW - ATTACH TO POLE FACING SOUTH S8 89+34.9 23.5' LT R7-108 2 HR PARKING RELOCATE - BY OTHERS S9 89+34.9 23.5' LT D11-1 MOD PER DETAIL, SHEET 111 NEW - ATTACH TO POLE FACING NORTH S1O 89+41.0 22.2' RT R7-108 2 HR PARKING RELOCATE - BY OTHERS SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S11 89+90.8 22.0' LT R7-6 LOADING ZONE NEW S12 89+98.5 23.5' RT R7-6 LOADING ZONE NEW S13 90+48.0 22.1' RT R7-6 LOADING ZONE NEW S14 90+25.9 22.0' LT R7-6 LOADING ZONE NEW S15 90+77.3 227' RT I R6-1 'ONE WAY' REMOVE - BY OTHERS i - EXISTING SIGN i PROPOSED SIGN g# SIGN SCHEDULE NOTE PROPOSED DECORATIVE PEDESTRIAN LUMINAIRE AND POLE (BY OTHERS) MATCH LINE STA 202+25, SHEET 116 w w x N 0 0 rn w z J Q SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 91+26.6 23.5' RT R7-108 2 HR PARKING RELOCATE - BY OTHERS S2 91+28.2 23.5' LT R7-108 2 HR PARKING RELOCATE - BY OTHERS S3 91+74.1 23.5' LT R7-108 2 HR PARKING RELOCATE - BY OTHERS S4 91+74.1 23.5' LT D11-1 MOD PER DETAIL, SHEET 111 NEW - ATTACH TO POLE FACING NORTH S5 92+33.4 23.1' RT "CITY CENTER PARKING" RELOCATE - FACING SOUTH S6 92+33.4 23.1' RT R7-8 RESERVED NEW - ATTACH TO POLE S7 92+39.6 22.5' RT R7-108 2 HR PARKING REMOVE SB 92+40.3 22.7' LT R7-108 2 HR PARKING REMOVE S9 92+74.6 14.6' RT "1405" RELOCATE S10 93+53.6 19.7' RT R12-3 NO TRUCKS OVER 26,000 LEIS RELOCATE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S11 93+87.0 21.9' RT R7-108 2 HR PARKING REMOVE S12 93+90.1 22S LT R7-1 "NO PARKING" REMOVE S13 93+90.1 22.3' LT R6-1 "ONE WAY' REMOVE S14 94+31.1 21.9' LT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S15 94+53.9 21.2' RT (2) R6-1 "ONE WAY" REMOVE S16 94+97.1 22.7' LT R7-1 "NO PARKING" RELOCATE - REVERSE SIDE OF POLE S17 94+97.1 22.7' LT R6-1 "ONE WAY" REMOVE S18 94+97.1 22.7' LT D11-1 MOD PER DETAIL, SHEET 111 NEW - ATTACH TO POLE FACING NORTH S19 95+028 21.6' RT R2-1 'SPEED LIMIT 25", R7-1 NO PARKING TO REMAIN S20 95+028 21.6' RT D11-1 MOD PER DETAIL, SHEET 111 NEW GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZAiION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFlCAT10N 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. w 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND = POST BASES PER CITY OF RENTON STANDARD PLAN 129. N 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND Ln OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC + PLANS, SHEET 20-24. Ln a 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED N GRADE. w z J CHANNELIZATION NOTES 11 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. 10 WHITE THERMOPLASTIC SHARED LANE MARKING PER MUTCD FIGURE 9C-9. 14 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL Fl 51 PLASTIC GREEN BIKE BOX PER DETAIL A, SHEET 117. 16 LANE LINE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. 18 WHITE THERMOPLASTIC ACCESS PARKING SPACE SYMBOL PER WSDOT STD PLAN M-24.60-04. LEGEND 7 EXISTING SIGN i PROPOSED SIGN /-41 SIGN SCHEDULE NOTE PROPOSED DECORATIVE PEDESTRIAN n LUMINAIRE AND POLE (BY OTHERS) GENERAL NOTES SEE GENERAL NOTES ON SHEET 115. CHANNELIZATION NOTES 11 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. ❑2 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. 10 WHITE THERMOPLASTIC SHARED LANE MARKING PER MUTCD FIGURE 9C-9. S2 S6 57 s3 w _ _ w f- DWY DWY DWY[, -- - - �10Y G 1 L NH L J L J 1 S J 1 1 0 0 u+•> 96�'� 9i WELLS AVE S 3 > .. gg. .... .... .... .... .... .... .1 + $. o cn z - r r r T T T T 10 T T T l w DWY - - - DWY 1 DWY = 11 H SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 96+40.0 21.7' RT R7-108 2 HR PARKING TO REMAIN S2 97+53.4 -23.1' LT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S3 97+53.4 -23.1' LT D11-1 MOD PER DETAIL, SHEET 112 NEW - ATTACH TO POLE S4 98+60.6 21.8' RT D11-1 MOD PER DETAIL, SHEET 112 NEW - ATTACH TO POLE S5 98+60.6 21.8' RT R7-108 2 HR PARKING TO REMAIN S6 98+81.0 -25.1' LT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S7 99+75.9 -30.5' LT R7-108 2 HR PARKING RELOCATE - REVERSE SIDE OF POLE S8 99+78.8 21.8' RT R7-108 2 HR PARKING TO REMAIN S9 10D+47.0 23.6' RT 137-1 NO PARKING, RIVER SIGNS TO REMAIN S10 100+47.5 -13.5' LT R7-1 NO PARKING RELOCATE - REVERSE SIDE OF POLE S11 100+65.3 31.5' RT R1-1 FLASHING "STOP", R1-4 "ALL WAY", W11-2 PEDESTRIAN, W16-7P ARROW LT NEW S12 100+93.5 -14.6' LT W11-2 PEDESTRIAN, W16-7P ARROW RT REMOVE S13 100+93.5 -14.6' LT W11-2 PEDESTRIAN, W16-713 ARROW LT NEW - ATTACH TO POLE S14 100+99.7 -22.5' LT R1-1 "STOP', WELLS AVE N/S RIVERSIDE DR RELOCATE S15 100+99.7 -22.5' LT R6-1 "ONE WAY" REMOVE S16 101+04.5 32.9' RT R6-1 "ONE WAY" REMOVE S17 102+62.8 -32.8' LT W11-1 BICYCLE, W16-6P ARROW RT NEW - FACING NORTHEAST S18 102+66.0 14.6' RT W11-1 BICYCLE, W16-6P ARROW LT RELOCATE TO NEW POST - FACING SOUTHWEST S19 102+72.2 -37.8' LT NORTH RENTON NEIGHBORHOOD TO REMAIN S20 102+73.4 28.3' RT W11-2 PEDESTRIAN, W16-7P ARROW LT TO REMAIN S21 102+74.4 -41.0' LT R1-1 "STOP" TO REMAIN S22 102+74.4 -41.0' LT (2) R6-1 "ONE WAY" REMOVE S23 102+77.6 38.4' RT W5-1 "ROAD NARROWS", W13-1P "15 MPH" TO REMAIN S24 102+99.4 27.7' RT R1-1 "STOP", N RIVERSIDE DR TO REMAIN S25 102+99.4 27.7' RT (2) R6-1 "ONE WAY" REMOVE S26 103+07.3 -28.5' LT R7-1 NO PARKING RELOCATE TO NEW POST - FACING NORTHEAST c 512 STA 100+62.8 1 3 10. RT / \\\ s1oo /L 10 3 59 PLAN r O 10 20 40 60 SCALE IN FEET p 522 - p i i C 521 G U) S3D STA 102+84.8 S28 STA 101+12.6 S19 LV ❑ 3fi,8' LT 1 Si5 �I w 280' LT 1 0-C Sal to S17 Z �526 r 13 1 3 STA 102+62.0 1 2 10 l w N 3 527 0 �J.10 2 102 1Q3 s.e,:�••.e:<<:s•ss.: :•r�::•e•r: i �a:.. ors WELLS AVE N 1 2 + _ M STA 1D3+05.4 10 2 5.6' LT 1 3 a \ N `02 STA 101+41.3 '' w 0.8' RT 1 3 529 520 51$ - z r STA 102+88.7 1 27.9' RT S24 S25 / S23 S32 SIB PLAN "All 1 51T� 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S27 103+46.1 -26.2' LT RIVER SIGNS RELOCATE S28 100+99.7 -225' LT R1-4 'ALL WAY" NEW S29 102+66.0 14.6' RT R1-1 FLASHING "STOP", R1-4 "ALL WAY' NEW S30 102+74.4 -41.0' LT R1-4 "ALL WAY' NEW S31 103+07.3 -28.5' LT R1-1 FLASHING "STOP% R1-4 "ALL WAY' NEW S32 102+99.4 27.7' RT R1-4 'ALL WAY' NEW S33 101+36.5 -229' LT R1-1 FLASHING "STOP", R1-4 "ALL WAY' NEW LEGEND F-1 EXISTING SIGN i PROPOSED SIGN S SIGN SCHEDULE NOTE 1 STA 105+57.6 / • %J 37-61' LT F S8 S9 �Q x , i. lyr `-- 55 -- L---------- 3 �3 2 WELLS AVE N } 105 106 107 A Bwr U S2 53 STA 10 Z1.5r-.1 i .r` S7. / / 1 DIRT / S4 25 RT PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 103+97.3 31.8' LT W3-1 STOP AHEAD REMOVE S2 104+48.5 31.8' RT R7-1 "STOP" TO REMAIN S3 104+48.5 31.8' RT R5-1 "DO NOT ENTER" REMOVE S4 104+77.0 76.5' RT R1-1 "STOP" RELOCATE S5 104+90.0 9.6' LT R7-1 "STOP", R5-1 'DO NOT ENTER" REMOVE S6 105+09.8 12.9' LT N 1ST ST/WELLS AVE N TO REMAIN S7 105+23.8 30.1' RT (2) R6-1 "ONE WAY", R3-2 NO LEFT TURN REMOVE S8 1 105+26.0 29.9' LT R3-1 NO RIGHT TURN, (2) R6-1 "ONE WAY" REMOVE S9 1 105+26.0 29.9' LT R1-1 "STOP' TO REMAIN GENERAL 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7• MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES �1 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128. �2 12" THERMOPLASTIC CROSSWALK LINE PER CDR STANDARD PLAN 128. DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. LEGEND EXISTING SIGN i PROPOSED SIGN S# SIGN SCHEDULE NOTE 6 P1g "•,.,, ' • ^ 1Q 11 a� do iy�g' "'�" rV• +YAK 4'. rV SURVEYED: KPG DRAWN BY: JRW DESIGN BY: JRW CHECKBY: JF PROD MGR: JF FILE: 16125CHAN04.dwg IKp4Q Interdisciplinary Design R BAD 31$1 l3d1 h5a 81I2 jdta7al AiE '5m" 1a [2W6V As6:4t DOCUMENT 5ea�e, WA 49121 (2S3}eif+7T'e0 [jJ a&lwI eea'lpgrolo Awfu CITY OF RENTON Poakc Works Dopartmont APPR OtJ13TRUCTION B•Y; DATE (( WILLIAMS AVENUE S AND WELLS AVENUES CONVERSION PROJECT CHANNELIZATION &SIGNING PLAN �� STA 103+50 TO STA 107+50 DRAWING NO 115 PROJECT NO 16125 HIPUL-STP 9917 FED AID NO, (034) DATE: DEC 20 L9 SHEETNO. 115 OF 119 REVISION DESCRIPTION BY APP DATE -a 1; �I, iT'J l7 iYA 1 196 DWY — N i rd W, Z .. STA 200+ DWY n _ w cn 17TT� .... .... .... .... ... .... .... .... .... .... .... .... ,n cV S 2ND ST 198 199 16 14 STA 199+17.9 _ V) T T z vg PLAN 0 10 20 40 60 SCALE IN FEET Uj W DWY W W W = N A 16 cn .• /. .. .... .... " .... ....... N 0 201 S 2ND ST 16 202 0 a 20.0' TYP STA 201+86.9 14 Z Z H T� M H PLAN �ry ' 0 10 20 40 60 SCALE IN FEET Q GENERAL 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 129. 6• FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 2G-24. 7• MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02. 14 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. 16 LANE LINE WITH RAISED PAVEMENT MARKERS PER COR STANDARD PLAN 109. 17 B" WHITE THERMOPLASTIC CROSSWALK 11NE PER COR STD PLAN 127. LEGEND EXISTING SIGN i PROPOSED SIGN g# SIGN SCHEDULE NOTE (D W W x N Lr) n + 0 a U3 N z J 2 U F- Q 1 J 36 m ® I © 1 y W Q W z m rLAN 0 10 20 40 60 SCALE IN FEET f L7. 14 STA 298+05.511.0' LT34 STA 297+85.511. LTDW , 7 298 S 3RD ST srA 297+s5.5 13 �7� T I ` PLAN N 0 10 20 40 60 SCALE IN FEET N WHITE STENCIL SOLID GREEN FILL SHI BE DURABLE LIQUID PAVEMENT METHYL METHACRYLATE (MMI STA 299+15.7 my LT LT Tyr 299 T 0 6" _" 8'-0" 6" r PLASTIC GREEN BIKE BOX NTS u .—L THERMOPLASTIC LINE GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNEUZATION. 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 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 20-24. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES m 12" THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 128. 13 EDGE LINE AND CROSSHATCH WITH WHITE TYPE 1 RPMS AT 3' OC. 14 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL. 16 LANE LINE WITH RAISED PAVEMENT MARKERS PER CDR STANDARD PLAN 109. 17 8" WHITE THERMOPLASTIC CROSSWALK UNE PER CDR STD PLAN 127 LEGEND EXISTING SIGN i PROPOSED SIGN SIGN SCHEDULE NOTE M PROFILE VIEW INSTALL DELINEATOR POSTS AS DIRECTED BY CITY ENGINEER INSTALL REFLECTIVE MARKERS AS DIRECTED BY CITY ENGINEER ISOMETRIC VIEW Km INSTALL PER MANUFACTURER'S SPECIFICATION DETAIL B LOW PROFILE YELLOW TRAFFIC INJECTION MOLDED POLYETHYLENE SEPARATOR CURB NTS LEGEND EXISTING RIGHT OF WAY CENTERLINE - EXISTING RIGHT OF WAY EXISTING PROPERTY LINE EXISTING BUILDING - SECTION/SECTION SUB -DIVISION LINE - - - PROPOSED RIGHT OF WAY - - - - - PROPOSED SIDEWALK EASEMENT - - -- - PROPOSED TEMPORARY CONSTRUCTION EASEMENT 50' EXISTING RIGHT OF WAY WIDTH s FOUND MONUMENTIN CASE S.F. SQUARE FEET 18 BLACK RIVER 198 N 88'23'12- CONST. $ & ROW 4 & 1 VENTURES BLDG FACE AT ROWS 723150-2085 SECTION LINE 0 DETAIL 'A' EXISTING ROAD ESMT 199 30' II PLAN N 30' 0 15 30 60 90 -� SCALE IN FEET M • wo o d! M � Z N TI`IIo f` U M � - OWNERSHIPS AND AREAS (SQ. FT.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER WALK ESMT TEMP ESMT 18 BLACK RIVER VENTURES 723150-2085 66,000 - 66,000 16 - 19 FIRST SAVINGS BANK NORTHWEST 723150-1825 11,150 11,150 - 60 20 PEOPLES NATIONAL BANK OF WASHINGTON 723150-1979 38,400 - 38,400 - 2,723 28 FIRST SAVINGS BANK NORTHWEST 723150-1940 11,200 - 11,200 - 1,200 29 FLETCHER MICHAEL F & LINDA 723150-1135 11,500 - 11,500 - 2,228 30 FIRST SAVINGS BANK NORTHWEST 723150-1095 12,000 - 12,000 18 -- * PER KING COUNTY ASSESSOR I - -I rn NW 114, SEC.17, T. 23 N., R. 5 E., W.M. 30' 20 PEOPLES NATIONAL BANK OF WASHINGTON 723150-1979 w I to 1 rL5 0 0 o i L v�NI NL 88'2449=E 9__Q C -TEMPORARY CONSTRUCTION EASEMENT L9 o 2 L15 + 3e "tl TEMPORARY CONSTRUCTION Ei I - CONSTRUCTION EASEMENT L13 L1T- EXISTING ROAD ESMT IO } 201 N 8824'49" W 202 CONST & ROW � & 1/4 SEC11ON LINE S 2ND ST L22 ---aLDG FACE AT ROW L30_ r, L23 24 L27 TEMPORARY a O CONSTRUCTION Al %IFIRST SAVINGS BANKz EASEMENT W723150-1825 NORTHWEST FIRST SAVINGS BANK Q TEMPORARY NORTHWEST N CONSTRUCTION 723150-1940 EASEMENT Q l SW 114, SEC.I17, T. 23 N., 4.5 E., W.M. 30' I 30' I� 40 0 O U r------------------- T------------ DETAIL'-', N.T.S. I SIDEWALK , i EASEMENT r I / EXISTING ROAD EASEMENT Li L-------------------------------- ----------------------- DETAIL 'B' N.T.S. I , , r , I r r , r r L L20-- J-� SIDEWALK EASEMENT L--------------------------------J 1 30 FIRST SAVINGS BANK I! NORTHWEST 30' I 723150-1095 DETAIL 'B' L35 F J JI �o ' L33 N z U � U) rn ; Q N I J J W 30' 1- -- 0 204N 8824'00" W CONST. & ROW j & 1/4 SECTION ST AV o M TEMPORARY j CONSTRUCTION EASEMENT n FLETCHER MICHAEL F & LINDA 723150-1135 I 1 LINE TABLE LINE BEARING LENGTH L1 S 88'23'10" E 1.54' L2 S 46'44'30" W 16.26' L3 N 4633'20" E 14.13' L4 N 129'40" E 1.47' L5 N 88'30'20" W 5.00' L6 N 1'29'40" E 40.01' L7 N 8824'50" W 63.03' LB N 1'35'10" E 15.00' L9 N 88'24'50" W 22.00' L10 N 1'35'10" E 5.00' L11 S 88'24'50" E 48.00' L12 S 1'35'10" W 15.00' L13 N 88'24'50" W 54.97' L14 S 1'28'20" W 44.99' L15 N 88'31'40" W 5.00' L16 N 1'28'20" E 48.00' L17 N 46'31'40" E 16.95' L18 S 1'28'20" W 6.24' L19 N 40'40'20" W 8.44' L20 S 88'24'00" E 5.66' L21 S 46'31'30" W 14.13' L22 N 88'24'50" W 8.92' L23 N 1'35'10" E 2.00' L24 S 88'24'50" E 8.09' L25 N 46'31'30" E 12.47' L26 N 1'27'40" E 8.01' L27 S 8832'20" E 2.00' L28 S 127'40" W 8.84' L29 S 1'35'10" W 15.00' L30 N 88'24'50" W 79.98' L31 N 1'30'00" E 15.00' L32 S 8824'50" E 80.00' L33 S 88'24'00" E 45.00' L34 S 1'30'00" W 49.50' L35 N 88'24'00" W 45.00' L36 N 1'30'00" E 49.50' I30' 30' I ; K:O I I SW 114, SEC.17, T. 23 N., R. 5 E.. W.M. w 3 c Z N ` 300+00.0 S 3RD ST 0 0+ 1.0 WILLIAMSA S 'o 298 N &6'2324' w 299 30 301 N 88'24'14" w 302 CCNST. j & ROW CONST. q & ROW S 3RD ST I - — �RLOG FACE AT ROW L_— J SEE DETAIL 'C' 15 801 LLC N 723150-1755 Z N N 1 FS Lu L a 1 QI �I PLAN 30' 30' 0 15 30 60 90 SCALE IN FEET I f LEGEND EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING PROPERTY UNE EXISTING BUILDING SECTION/SECTION SUB -DIVISION LINE — — — PROPOSED RIGHT OF WAY — — — — — PROPOSED SIDEWALK EASEMENT — PROPOSED TEMPORARY CONSTRUCTION EASEMENT 50' EXISTING RIGHT OF WAY WIDTH FOUND MONUMENT IN CASE S.F. SQUARE FEET I 1 I CHANGED LINETYPES AND ADDED DETAILS 1 KW 1 RR 1 11, 5179 1 7 ADDED IARR S TO TEMPORARY AND SIDEWALK EASEMENTS KW, ♦l/I6l1$ REVISION DESCRIPTION l I ____ I � i DETAIL 'C' r -- r I30' 30' N.T.S. I I r I I I I I i o i TEMPORARY j 1 / CONSTRUCTION + - -- � � � I i If EASEMENT I t I co" L_� 302+9919 S 3RD ST = 87+49.7 WELLS AVE S 03 304 N 86'24'05" W 305 CONNI. 6 & NOW 0 M 1 I r I �BLDG FACE AT ROW aO r------'-'---------------Ld T 3 SEE DETAIL 'D' I DETAIL Ds I I I N.T.S. i � I s I26 j L41. J x N ALPINE ONE LLC I F— T � 723150-1255 I 1. / I IW:MPOIRARY N I CONSTRUCTION—j Lu I L------ I---- - EASEMENT m rjI 30' 30' 1 OWNERSHIPS AND AREAS (SQ. FT.) NO. NAME TAX ID TOTAL AREA* RIGHT OF WAY REMAINDER WALK ESMT TEMP ESMT 15 801 LLC 723150-1755 6,000 - 6,000 - 33 26 ALPINE ONE LLC 723150-1255 11,314 - 11,314 - 25 LINE TABLE LINE BEARING LENGTH L37 N 46'02'00" E 11.41' L38 S 1'28'20" W 8.15' L39 I N 88'2410" W 8.01' L40 N 128'10" E 7.15' L41 S 88'24'00" E 7.12' L42 S 46'24'50" W 10.08' * PER KING COUNTY ASSESSOR 8-16-2019 sulavEYeo: KEEL- �%. pCZ' CITY OF RF-NTON WILLIAMS AVENUE S AND WELLS AVENUES DRAWING NO 119 DRAWN BY: KW— _ Interdisciplinary Design BID CONVERSION PROJECT PROJECT NO. 16125 DESIGN BY: OBP 3131Ekim 2xT2k!nv A'R0 Pue6c fteks Department FED AID NO. HIPU(034)L-STP 91Y =% CHECK BY: RR svmMoo 1�1,wA�a1 DOCUMENT RIGHT OF WAY PLAN 034) PROJ NIGR: JF Safe, IYA 46121 1 raj W4M APPIRo aNSTRucT1aN DATE: DEC 2019 [M28611RD wA1T.�Qmm BY• OATS I STA 298+00 TO STA 305+00 SHEET NO 119 OF 119 FILE: 16125ROWUlAW