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HomeMy WebLinkAboutzT-400501SetLn CD O O PAVEMENT MARKING & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING BY SANDBLASTING TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. TAPER RATES FOR LANE TRANSITIONS ARE BASED ON WSDOT DESIGN MANUAL, CHAPTER 13, CURRENT EDITION. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNEOZATION, AND THEN CONTACT THE ENGINEER 48—HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 4. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 5. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 6. 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS O.E. JUNCTION BOXES SHALL HAVE NON—SKID LIDS) PER CITY OF RENTON STANDARD PLAN 135. STATION ALIGNMENT CURVE 199+12.46 N21°3326"E 24.50' 198+92.28 N18°40'56"E 23.05' 198+73.47 N14°32'17"E 69.44' 198+71.46 N14°05'37"E 22.00' 19TENW Transportation Engineering North West iron nning I Dp gn IIraffic lmpacl a0pn 1,rn, wgseer I�ei ss)eew-eia711e wasa° Prg7 t copm­t Ely,. sremrnler. P.E. LEGEND EXIST. NEW/RELOCATE DESCRIPTION O PAVEMENT MARKING NOTE O SIGNING NOTE POST MOUNTED SIGN POLE MOUNTED SIGN LUMINAIRE POLE - OVERLAY LIMITS 10 40 0 20 60 SCALE IN FEET SIGNING CONSTRUCTION NOTES S1 REMOVE EXISTING W4-2 "RIGHT LANE ENDS" SIGN FROM EXISTING 35 "LANE RELOCATE EXISTING W13-1 "20 MPH" SIGN TO NEW LUMINAIRE POLE LUMINAIRE. INSTALL ONE NEW R3-8 (MOD) CONTROL" SIGN TO RELOCATE EXISTING WI—iR POLE ABOVE RELOCATED W13-1 SIGN NOTE: THE BACK OF SIGNS ON LUMINAIRE POLES AND NEW POST. RELOCATE EXISTING R7-101 "NO PARKING ANY TIME" RELOCATE EXISTING R3-2 "NO LEFT TURN" SIGN TO THE BACK 01 ALL MOUNTING EQUIPMENT SIGN BELOW NEW R3-8 (MOD) SIGN PER CITY OF RENTON STANDARD RELOCATED W13-1 SIGN PER CITY OF RENTON STANDARD PLAN 12E SHALL BE PAINTED BLACK. PLAN 129. RELOCATE EXISTING R7-201AP "TOW —AWAY ZONE" SIGN THE BACK OF SIGNS AND ALL MOUNTING EQUIPMENT SHALL B, BELOW EXISTING R7-101 SIGN. RETURN EXISTING W4-2 SIGN TO THE PAINTED BLACK. CITY OF RENTON'S SIGNAL MAINTENANCE SHOP. THE BACK OF SIGNS 56 AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. O EXISTING R5-2MOD SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. S2 INSTALL NEW Dl-201 SIGN AND STEEL POST. REMOVE EXISTING SIGN S7 REMOVE EXISTING R3-8 (MOD) "LANE CONTROL" SIGN AND REPLACI WITH R3-8 INTERSECTION LANE CONTROL SIGN 01 AND FILL AND COMPACT VOID. STREET NAME SIGN SHALL BE 4000 SERIES DG3 DIAMOND GRADE SHEETING. RETURN EXISTING D1-201 NEW ADVANCED EXISTING SIGN POST PER CITY OF RENTON STANDARD PLAN 129. SIGN TO THE CITY OF RENTON'S SIGNAL MAINTENANCE SHOP. 58 EXISTING W10-3(L) AND D11-1 SIGNS TO REMAIN. PROTECT DURIN( 1 S3 RELOCATE EXISTING R7-201AP "TOW —AWAY ZONE" SIGN TO NEW "NO CONSTRUCTION. LUMINARIE / POLE. RELOCATE EXISTING R7-101 PARKING ANY 1� S9 RELOCATE EXISTING W3-3 "SIGNAL AHEAD" SIGN TO NEW LUMINAIRI TIME" SIGN ABOVE EXISTING BACK OF SIGN PER CITY OF LINING 1 STANDARD PLAN 129. THE BACK OF SIGNS AND ALL MOUNTING POLE PER CITY OF RENTON STANDARD PLAN 129. THE BACK 0, EQUIPMENT SHALL BE PAINTED BLACK. SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. 1� RELOCATE EXISTING "RAIL ROAD CROSSING" SIGN TO NEW 510 S4 INSTALL ONE NEW CUSTOM LANE USE SIGN AND POSTS PER CITY OF RENTON STANDARD PLAN 129. . .• � RENT POST PER CITY OF RENTON STANDARD PLAN 129. SIGN SHALL BE 1 MOUNTED ON ROAD SIDE POST. "/i 511 RELOCATE EXISTING R3-8 MOD "LANE CONTROL" SIGN TO NEW ! PAVEMENT MARKING CONSTRUCTION NOTES R7-101 LUMINAIRE POLE. RELOCATE EXISTING"NO PARKING ANY TIME" SIGN BELOW EXISTING R3-8 (MOD) SIGN PER CITY OF RENTON 1 1 INSTALL 24" WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ � O STANDARD PLAN 129. RELOCATE EXISTING R7-201AP "TOW —AWAY ZONE" SIGN BELOW EXISTING R7-101 SIGN. THE BACK OF SIGNS DRY ELEMENTS STOP BAR PER CITY OF RENTON STD PLAN AND H009.1. ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. 1 1 N186391.13 — �\ E:1302559.08 Y 3 SIGNAGE REMS10NS EMS 01/28/19 4 UGHrING & SIGNAGE REVISIONS 3/ EMS 020/19 AS —BUILT$ I HW 09/04/19 NO. I REVISION JLS JLS BY I DATE I APPR I -gyp CTa 0 INSTALL RPM DOUBLE YELLOW CENTER (DYC) LINE PER CITY OF RENTON STD PLAN H001. O3 INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY ELEMENTS EDGE LINE PER CITY OF RENTON STD PLAN H008. ® INSTALL RPM LANE LINE PER CITY OF RENTON STD PLAN H002. OINSTALL RPM APPROACH LINE PER CITY OF RENTON STD PLAN H002. ©INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY ELEMENTS LANE —USE PAVEMENT MARKING PER WSDOT STANDARD PLAN M-24.40. CENTER IN LANE AT STATION SHOWN. OINSTALL WHITE PAINTED EDGE LINE AT 45° CITY OF RENTON STD PLAN H008. ®INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY ELEMENTS RAILROAD CROSSING SYMBOL PER CITY OF RENTON STD PLAN H009.2. OINSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY ELEMENTS BIKE LANE SYMBOL PER CITY OF RENTON STD PLAN H009.2. INSTALL 24" WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ 10 DRY ELEMENTS TRANSVERSE LINE PER CITY OF RENTON STD PLAN H009.2. EN7.,' /L �qli£ 11 PLAN H0WHITE PAINTED WIDE LINE PER CITY OF RENTON STD O INSTALL RPM SKIP APPROACH LINE PER CITY OF RENTON STD �199t8a ., 12 PLAN H002. I V� // /__� — SCALE 1"=5' DATUM — — R/w OCITY OF RENTON Planning/Building/Public Works Dept. SIGN LEGEND ENO Lk. Wash. Blvd* EXISTING I \ R7-101 Houser Way �►12"X78" ONLY EXISTING NEW NEW TOW -AWAY R7-201 aP D 1-201 REMOVE R3-8(MOD) ZONE 12"X6" S2 W4-2 36"X36" Si S3 SS S11 30"X30" CSD S7 REMOVE R3-8(MOD) I 36"X30' EXISTING S7 ONLY R R 0"X30" OVER EXISTING 26,000 LBS W10-1 EXISTING ' ONLY ONLY Zp (GROSS VEH. WT 36"X36" X18 EXCEPTLOCAL 54 18 "x 18" MPH NEW DELIVERIES 8 R3—( 55 (MOD) EXISTING 48 "X30" R5-2MOD 37 24"X48" S6 Southport Gene Coulon Lk. Wash. Park and Blvd. and Only Southport Houser Way EXISTING EXISTING R-X3 W0"X30" (30 "X30") 30"X30" ss SB ONLY ONLY CUSTOM TOP WHITE LETTERS ON BIKE ROUTE GREEN BACKGROUND (86"x48") EXISTING S10 D11-1 24 x18 EXISTING 58 EXISTING 30'X30" R3-8 (MOD) 48"X30" 59 511 ONLY ONLY T-400501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PAVEMENT MARKING PLAN 10/01/201, LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT 1083 LAKE WASHINGTON BLVD N PM-01 RENTON, WA 98055 00 rn M O O r U (O LO O O Q J N 00 O O O O I CD 0 O LEGEND EXIST. NE RELOCATE O DESCRIPTION PAVEMENT MARKING NOTE SIGNING NOTE �r{{CD 7 POST MOUNTED SIGN H H POLE MOUNTED SIGN LUMINAIRE POLE - OVERLAY LIMITS 3 h 3V tiQ p�, 2 �~e QhQOQ O�O,2 h C9p �m W4T �4)�• _ ) m v„�voK y�P sM �OQ 0 5 c, 4 o�o����o�.•,� y ^• o o o P° Xy�\�E y� 0 0 0 ? Q, F?ti• ti. 5� EO, �` %0 o� 11p��0yh `v 2 � \ 10"0 02� 1 �i 0 ti o ' - - 1 -1 DOD 00000000 1 1 so UTHPORT DR• N i �D RIW - O �x , •rd- 'rS b� s2t `s S 0` ti v 2 ij�0b 2 OB �i0 be +b yam. > C 0 b 2"Y0 4'/Obe •'�d'yJ1 �Y bb dy 6' 1k �'B •Yb •O. b�Y Oe 0/O�Be •!�2> 0. 0 X`r .. •Os.�2 �/��// Z� i' 40 0 20 60 SCALE IN FEET °`#Wft,'�­0`�� 19TENW Transportation Engineering North Wes} ram^ 4005E Bfnnn9l UosgnoDTe�V�4V 1n moon Pine sro'rce w�sMO,.I—., WA sac fONALF' O f� Project contact ey,o srommior. P.E. 2 3 FIBER VAULT AND UGH7 POLE CONFUC FIIBER V REVISIONS 4 LIGHTING & SIGNAGE REVISIONS N0. REVISION PAVEMENT MARKING CONSTRUCTION NOTES Oj INSTALL 24" WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY DRY ELEMENTS STOP BAR PER CITY OF RENTON STD PLAN ® ELEMENTS RAILROAD CROSSING SYMBOL PER CITY OF RENTON NOTE: THE BACK OF SIGNS H009.1. STD PLAN H009.2. ON LUMINAIRE POLES AND ALL MOUNTING EQUIPMENT O INSTALL RPM DOUBLE YELLOW CENTER (DYC) LINE PER CITY OF Og INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY SHALL BE PAINTED BLACK. RENTON STD PLAN H001. ELEMENTS BIKE LANE SYMBOL PER CITY OF RENTON STD PLAN H009.2. O3 INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ DRY SEE SHEET PM-01 FOR: ELEMENTS EDGE LINE PER CITY OF RENTON STD PLAN H008. INSTALL 24" WHITE THERMOPLASTIC WITH 3M 50 SERIES WET/ 10 • SIGN LEGEND ® INSTALL RPM LANE LINE PER CITY OF RENTON STD PLAN H002. DRY ELEMENTS TRANSVERSE LINE PER CITY OF RENTON STD PLAN HOO9.2. OINSTALL RPM APPROACH LINE PER CITY OF RENTON STD PLAN 11 INSTALL WHITE PAINTED WIDE LINE PER CITY OF RENTON STD H002. PLAN H008.2. ©INSTALL WHITE THERMOPLASTIC WITH 3M 50 SERIES WET DRY 12 INSTALL RPM SKIP APPROACH LINE PER CITY OF RENTON STD ELEMENTS LANE -USE PAVEMENT MARKING PER WSDOT S ANDARD PLAN H002. PLAN M-24.40. CENTER IN LANE AT STATION SHOWN. ti p h INSTALL WHITE PAINTED EDGE LINE AT 45% 10' OC PER X\ 7 CITY OF RENTON STD PLAN H008. s h �v tiQ h �'v WWW S9 Q h• hW� N� I. M NJa 3a s o ZW C. +W� o2Q22 v 1,�Qps '�J gZ 2�0 3mo 0cs cl a 47 vim¢ Qh W �?Io u,om NI z Q Yoi� ry o o^ R/W 10.5. BiKf 5.0' E BIK� EX � O 11.0' C 13.5' Q 11.0' 6 11.0' N 16.0, Lu 11.0' 0 W W 6 Z = 12+50 11.0' -12.0 13 _1 V) 4 LAKE WA IN 6 13+50 ON BLVD _ _ _ 11.0 U W ----- --F-- N � 11.0' 12 _ RIW a \ 9 \ \ 11.0, S3 5.0• BIKE \ 9 \ \ O \ F ^3 W p J m= of uiZY NS 'I' Os2W C� N2 M Cs� ym� ti h I?Wm= e2 toI ��cQ YV Qo 3� 30 300� d SIGNING CONSTRUCTION NOTES O REMOVE EXISTING W4-2 "RIGHT LANE ENDS" SIGN FROM RELOCATE EXISTING W10-1 "RAIL ROAD CROSSING" SIGN TO Si EXISTING LUMINAIRE. INSTALL ONE NEW R3-8 (MOD) "LANE S4 NEW POST PER CITY OF RENTON STANDARD PLAN 129. SIGN CONTROL" SIGN TO NEW POST. RELOCATE EXISTING R7-101 SHALL BE MOUNTED ON ROAD SIDE POST. "NO PARKING ANY TIME" SIGN BELOW NEW R3-8 (MOD) RELOCATE RELOCATE EXISTING W73-1 "20 MPH" SIGN TO NEW SIGN PER CITY OF RENOWN STANDARD PLAN 129. S5 EXISTING R7-201AP "TOW -AWAY ZONE" SIGN BELOW LUMINAIRE POLE. RELOCATE EXISTING W1-1R POLE ABOVE EXISTING R7-101 SIGN. RETURN EXISTING W4-2 SIGN TO RELOCATED W13-1 SIGN. RELOCATE EXISTING R3-2 "NO THE CITY OF RENTON'S SIGNAL MAINTENANCE SHOP. THE LEFT TURN" SIGN TO THE BACK OF RELOCATED W13-1 SIGN BACK OF SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PER CITY OF RENTON STANDARD PLAN 129. THE BACK OF PAINTED BLACK. SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. INSTALL NEW Dl-201 SIGN AND STEEL POST. REMOVE S2 EXISTING SIGN AND FILL AND COMPACT VOID. STREET NAME 56 EXISTING R5-2MOD SIGN TO REMAIN. PROTECT DURING SIGN SHALL BE 4000 SERIES DG3 DIAMOND GRADE CONSTRUCTION. SHEETING. RETURN EXISTING Dl-201 SIGN TO THE CITY OF RENTON'S SIGNAL MAINTENANCE SHOP. 57 REMOVE EXISTING R3-8 (MOD) "LANE CONTROL" SIGN AND REPLACE WITH NEW R3-. ADVANCED INTERSECTION LANE RELOCATE EXISTING R7-201AP "TOW -AWAY ZONE" SIGN TO CONTROL SIGN ON EXISTING SIGN POST PER CITY OF S3 NEW LUMINAIRE POLE. RELOCATE EXISTING R7-101 "NO RENTON STANDARD PLAN 129. PARKING ANY TIME" SIGN ABOVE EXISTING R7-201OAP SIGN PER CITY OF RENTON STANDARD PLAN 129. THE BACK OF S8 EXISTING W70-3(L) AND D11-1 SIGNS TO REMAIN. PROTECT O SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED DURING CONSTRUCTION. BLACK. Sg RELOCATE EXISTING W3-3 "SIGNAL AHEAD" SIGN TO NEW LUMINAIRE POLE PER CITY OF RENTON STANDARD PLAN 129. THE BACK OF SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. JLS 11//1"RFD' O EMS 01/2828/19 CITY OF EMS 03/20/19 ` �� RENTON HW 09/04/19 JLS DATUM -EMS Planning/Building/Public Works Dept. IF Cr ICI BY DATE APPR °R0 CTB 5C4E "C.I— / w o �O `C a + z � O N K R Q Q N Q + N 3 Z W 0 4 +�?Zog �3 Q K Kw a rm N �LLW ¢W W JM m F W m h K Wa N a M Q 40 3 NwZ } NZNZ OL0 O jM�U 30� M < c, tD w lCt 3 00 OCOZ mW R1 °] CNN N ow JNN ti W mw FF yr v t � oo in 3- �c� N N N S10 INSTALL ONE NEW CUSTOM LANE USE SIGN AND POSTS PER CITY OF RENTON STANDARD PLAN 129. RELOCATE EXISTING R3-8 (MOD) "LANE CONTROL" SIGN TO NEW S71 LUMINAIRE POLE. RELOCATE EXISTING R7-101 "NO PARKING ANY TIME" SIGN BELOW EXISTING R3-8 (MOD) SIGN PER CITY OF RENTON STANDARD PLAN 129. RELOCATE EXISTING R7-201AP "TOW -AWAY ZONE" SIGN BELOW EXISTING R7-101 SIGN. THE BACK OF SIGNS AND ALL MOUNTING EQUIPMENT SHALL BE PAINTED BLACK. T-400502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PAVEMENT MARKING PLAN 10/01/201, LAKE WA BLVD IMPROVEMENTS °•°° PHASE III FOR SOUTHPORT DEVELOPMENT 1083 LAKE WASHINGTON BLVD N PM-02 RENTON, WA 98055 s.— ,1 OA,a 00 rn 0 O r U N 00 O 0 O O CD 0 O H -T R LINES •• • • }O •� 4" yELLOW TYPE LINE MARKERS DOUBLE YELLOW CENTER LINE 4 YELLOW TYPE ' 1 TI 1I 1 LINE MARKERS (REEL —9'�i$'—{-{3'�•`4'YELLOW TYPE 'I LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4' YELLOW TYPE LINE MARKERS (REFL) TWO-WAY LEFT TURN LANE 1 T • DI.4.. 12, 4" YELLOW TYPE'Ild' LINE MARKERS (REFL.) •J / [4'YLL. .TY. E:I'IN. MARKERS ES® • :. : . ID • • • NUMBER CF 2-WAY LEFT TURN ARROWS 1 SPEED LIMIT 25 MPH - --- 200O C. SPEED LIMIT 30-35 MPH -- 250 O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. CNANNELSODIDN MARKERS DETAIL cr�rcDoe ecmo ONNAME 400� oArs. oaN< SP —11 ---------- DETAIL A DETAIL B DETAIL ew AI^ Oa+ rmrn T.sr. �� ALTERNATE LINE DETAIL �s DETAIL E (ANy - � MBR �F ;■I\ NO w RY yanry ` - C oawl•r• 'r DETAIL F srAR■AIm MAR ML DETAIL D • ® ORY OF RENTON SANOPAD BANS WTE:OM2MD00 A� H008.2 svB A—BCA-H L NE s::s:ssasss\ssss�s: A. `4" WHITE TYPE 'I' LINE MARKERS `4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS rOR A. 20'-50' 1 APROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & ENO OF APPROACH LINE) 125'-3Do' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER Soo' AT 1EP INTERVALS 9YI SKIP APPROACH LINE `4" WHITE TIRE LINE MAFKERS 4" WHITE TYPE 'lI LINE MAFKERS (REFL.) LANE LINE �9'—{-15'—{�3'I-•�c" WHITE TYPE I•� LINE MARKERS A" WHITE TYPE 'II¢' LINE MARKERS (REFL) •_ ur ous� RS DETA➢. � r R- -a• I m STOP LINE R_z•-r 1 -ITE- a r-o• '-D'-i I- wdITE EDGE OF ROAD LINE TURN MARKINGS I 1 e"roe• A4 1'EILOW S 1RAFFIC SHATRDW ISLAND W/CROSCHING 9'-0• IS'-0• s RAno rml1E LANE LINES 11 1 PlW,, •Dtid kbWIDab16 13' I 2w 15' ADOPTED RAILROAD CROSSING MARKING Iorr 0171ENON90 DWO NA 'HB-08 BPP 11008 AlIll F� c l F, r fi N DBANA ERABwND _ r �- UIX amoru�rcawswALN URa =.'IRE PEMON STANDARD BANS DSRAR00] sr FADE 11009.1 T-400503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TENW 2 FIBER VAULT AND GH POLE CONFLICT S vGB/,B 3 SIGNAGE REVISIONS EMS 01/28/19 q6O N,o sv/.ss CITY OF PAVEMENT MARKING DETAILS 16/01/201; TiaDEpOrtOtI00 Engineering Northwest 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 BLS AS-BUILTS HW 09/04/19 ^ JLs R E N TO N LAKE WA BLVD IMPROVEMENTS � D PHASE III FOR SOUTHPORT DEVELOPMENT o^ e Ir°=,ezlletq=Im°WA9B0d,°°°^, woseer ice j42sl1, 1slaw=. "" EMS DATUM plannin Buildin Public works Dept. IF-1E�„ 9� 9� P 1083 LAKE WASHINGTON BLVD NPM-03 Prg7 tC.1ta r:Ey,esrern 1l P.I. NO. REVISION BY DATE APPR cTB RENTON, WA98055 22 °A29 w rn 0 0 r U N 00 O O 0 O CD 0 O H ArxEr xorea EWA [� C�O....... N5 ARE�n HOT SF,OWN�B A9E Ns coMvunlivcET of MrvcnaP _. E `1E S BITER .TIE BA ARE SNOW«ON THE 111N ON r 10 iLWSiRATE ROW THE PARTS ARE 2 A z' (N) Pon vniN IsN)PPSSTA suas(N) aas xvTN AA iill' n z SSBE ROREMNOfRSmIEECa NEUETS TANDARDSEETSE ONLY BASE YOIIxrIN6 ON F31lTNO NEML rolE OR LNNINAfF1EBE,mwvEtEO 1C EE'SCH E RE BANON9N28 WSDOT STANDARD SPECIFICATIONS 9 . 9O ftE,_ FOR REaccTGR zfO S111 ROINT O E SCN ACNc.3(xtlegErET e) OugOgoWAY I5 WirvN OF OALVAI.. WASHERTME. SIM IAea OIIIJOBOATION uETA POST -To OFP R EHB ov L yl T Pon suPwA"T plw`aa�RP, 1 0 GAG True ans nax a"Pro" P uP PCRT - s zs - (.). " roufmNs or Nero rosr HOT-DIP—TROAL couwHOT-DIP cam., SIGN MOUNTING ON SINGLE STD. PLAN- 129 ry PUBLIC WORI6 DEPARfI1ENT METAL POST APPROVED: — Z� TA, (ADOPTED) _.J iwmyiaWzw..mmwwi unne,mmpn eeimn - - z` � f el ?� •mmn , , �Fonri.ur! f '' amutorowu+z '. �ed� T awe+z.r� TARP A •( "� �jF Y 4 •M > ••�—_ ,..,., � �+dr..I I.a,.,..��, �anaol.NNuiNss-�. Lnlfare A""iINI°WBimr� „mn m / arulNum roux N.af.waa T-400504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w rn 0 0 U CO LO 0 C Q J N 00 O 0 0 CD 1. �TENW 2 FIBERVAULTLT AND G POLE JLS 01/28/19 R 0 owNO PAVEMENT MARKING DETAILS 10/01/2016 3 SIGNAGEREVISIONS EMS 01/28/19 sv�Tfs CITY OF 4 UGHTING & SIGNAGE REVISIONS EMS 03/20/19 BLS N,o LAKE WA BLVD IMPROVEMENTS - TEansPOltOtlOn Er,9ir,eeE�Dg Nortbwest R E N TO N � D AS —GUILTS MW 09/04/19 ^ �LS PHASE III FOR SOUTHPORT DEVELOPMENT L ro^ ^ ° e; Te«j m°WA9B0p'°°°^ DATUM plannin Buildin Public works Dept. 1083 LAKE WASHINGTON BLVD N 7 —04 woseer 1C0 ia2s�eeb-eza7u '--EMS T EMS Il HOT 1E�N 9� 9� P PRDI co^^aGr: ey,e St—Ir T. P.E. NO. REVISION BY DATE APPR RA cTB s`"` "CC01�IN`L` RENTON, WA 98055 — 2s °A29 — Lf) O O O SIGNAL & ILLUMINATION GENERAL NOTES 1. CONTRACTOR SHALL CHECK FOR OVERHEAD VERTICAL CLEARANCE REQUIREMENTS PER SHEET TS-04 FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 2. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION. 3. JUNCTION BOXES SHALL BE PLACED OUTSIDE OF PAVEMENT SURFACE AND WHEELCHAIR RAMPS UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS. THE CURRENT EDITION OF THE CITY OF RENTON STANDARD SPECIFICATIONS AND DETAILS SHALL BE CONSIDERED PART OF THIS CONTRACT. 5. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 6. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. 7. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 9. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. 10. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS, AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX. 11. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. 12. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 13. SIGNAL POLE BASE PLATES AND FACE OF PUSHBUTTONS SHALL ALIGN WITH THE BEARING OF THE CROSSWALK IT SERVES. FAILURE TO ORIENT POLES/BASE PLATES WITH THE CROSSWALK WILL REQUIRE THE FOUNDATION TO BE REMOVED AND RE -POURED BY THE CONTRACTOR. SEE SIGNAL POLE PLACEMENT DETAILS, THIS SHEET. 14. CONTRACTOR SHALL CONFIRM PREFERRED TRENCHING/BORING METHOD WITH CITY OF RENTON PRIOR TO BEGINNING CONSTRUCTION. 15. TRAFFIC SIGNAL, ILLUMINATION AND INTERCONNECT CONDUIT SHALL BE PLACED SUCH THAT IT WILL NOT CONFLICT WITH FUTURE STREET TREE OR STRUCTURE INSTALLATIONS. VERIFY CONDUIT PLACEMENT WITH ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 16. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER SIGNAL DISPLAYS 18" 12" 12" (R 12" OR 12" OR 12" � 12" O 12" O 12" O I 12" � 12" OG 12" OG 12" OG VEHICLE HEADS 12" 12"zEl"/ VEHICLE HEADS EX: 11 VEHICLE HEADS VEHICLE HEADS EX: 31/OLC,32/OLC PEDESTRIAN HEADS RELOCATE. 52 EX! A2 EX: A11OLD B1 B2,B3 EX: 28,29 NEW. 51 41,42 38,39 61,62 48,49 RELOCATE: 21,22 88,89 ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). ALL PEDESTRIAN HEADS ON TYPE 11 OR III POLES SHALL USE TYPE E CLAMSHELL MOUNTS. PEDESTRIAN HEADS ON POLE 2 (TYPE PS) SHALL USE TYPE C TOP MOUNT AND ON TYPE I POLES SHALL USE TYPE B MOUNT. / Il I I 1 I / I I II I I 17. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC I CUTSHALL 425-430-7423. / 18. ALL JUNCTION BOXES SHALL BE LABELED CORRECTLY LIGHTING, SIGNAL ITS. ALL COVERS LIDS WITHIN PAR PEDESTRIAN ACCESS ROUTE _ ( )) i (( ) STANDARD PLAN 512Y, CURRENT/EDIT RESISTANT. JUNCTION BOXES OUTSIDE (SF SfhEWALK MUST HAVE CONCRETE PAD PER CITY OF RENTON I J 19. ALL PUSH BUTTONS SHALL BE POLARA I NAVIGATOR WITH ONE (1) PROGRAMMING NOTE FOR THE ENTIRE INTERSECTION. \ I c I 19TENW Transportation Engineering North West iron nning I °sign I Traffic lm°acl a a� ,Irn, wgse er I�ei ss)eew-eia711e WA F Protect Contact: Elyse St—ler. P.E. I 1:70 \� 9 1 17 F \I Cq<\ q�?S BCOw 1 1 1 1 PHASE DIAGRAM EXISTING PROPOSED 01 05 01 05 02 06 02 06 04 08 04 08 03 03OLA 07 07 PROTECTED VEHICLE MOVEMENT 1` PERMISSIVE VEHICLE MOVEMENT — -- PEDESTRIAN MOVEMENT PREEMPT 1 (RR) = TRACK: OLA & OLB, DWELL: 02 & 06 PREEMPT 2 (RR) = TRACK. 01, 06 &OLB, DWELL., 05, OLB, OLC & OLD PREEMPT 3 (EVP C) = DWELL: 02, 05 & OLB PREEMPT 4 (EVP D) = DWELL: 04 & OLA PREEMPT 5 (EVP E) = DWELL: 01, 06 & OLB PREEMPT 6 (EVP F) = DWELL: OLA & OLC �OLC ��LB + s OLD SBLT � � NBL i�iLC ��LB NBT � SBT N— r�}► 4 OLD OLA NOT USED OLCI +ir OLB NOT USED �OLC ��LB + s OLD SBLT � � ♦NBL LC YOWL NBT 1 �►I SBT N— OLD OLCI i OLB OLA SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION 71 El m m 0 JUNCTION BOX TYPE 1,2,8 L 444-LA ELECTRICAL VAULT VEHICLE SIGNAL HEAD -#-► PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA LUMINAIRE POLE SIGNAL POLE TYPE III I I FI`-------- SIGNAL POLE TYPE SD TYPE PPB OR PS POLE F PPB EMERGENCY PRE-EMPTION DETECTOR 7�# GPS OPTICOM — — — — — — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET ® CONTROLLER CABINET p. UTILITY POLE UTILITY POLE MOUNTED LIGHT OCONSTRUCTION NOTE SIGNAL AND LUMINAIRE POLE NUMBER/CONSTRUCTION NOTE 29 SIGNAL & ILLUMINATION CONSTRUCTION NOTES: I ` m 3 L 0 EXISTING TYPE SD SIGNAL POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED. INSTALL ONE NEW R3-8L o SIGN WITH BACK OF SIGN PAINTED BLACK AND RELOCATE EXISTING VEHICLE HEADS 52 21 22 AND EVP A PER POLE SCHEDULE SHEET TS-04. REMOVE EXISTING VIDEO DETECTION CAMERA 2 AND INSTALL ONE NEW VECTOR VIDEO DETECTION CAMERA AS o I DIRECTED BY THE ENGINEER. FIELD WELD NEW TENONS FOR SIGNAL DISPLAYS 52, 21 AND 22. REMOVE EXISTING CONDUCTORS o FROM MAST ARM PRIOR TO WELDING. RE —INSTALL CONDUCTORS TO VEHICLE SIGNAL DISPLAYS, PRE—EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. RETURN SALVAGED VIDEO DETECTION CAMERA 2 TO CITY OF RENTON \ TRANSPORTATION SIGNAL/SIGN SHOP. O2 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. I� R`,L p3 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. h OEXISTING TYPE III SIGNAL POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED. INSTALL ONE NEW VEHICLE 4 HEAD 51 ON THE BACKSIDE OF THE POLE AND ONE NEW GPS OPTICOM PER POLE SCHEDULE, SHEET TS-04. FIELD WELD NEW TENON FOR SIGNAL DISPLAY 51. REMOVE EXISTING CONDUCTORS FROM MAST ARM PRIOR TO WELDING. RE -INSTALL CONDUCTORS �i TO VEHICLE SIGNAL DISPLAYS, PRE-EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. 11 O5 EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE SD SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. O7 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. p EXISTING TYPE / SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. l ® EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. \© EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 13 0 1 / ZO EXISTING CONTROLLER AND SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. 4 \ O I � 3 EXISTING DECORATIVE LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. W O CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. FURNISH AND INSTALL ONE NEW 135W DOMUS DECORATIVE LUMINAIRE ON NEW FOUNDATION. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. RELOCATE EXISTING DECORATIVE LUMINAIRE TO NEW 5 FOUNDATION. REMOVE EXISTING FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O6 REMOVE EXISTING LUMINAIRE AND RETURN TO THE CITY OF RENTON TRANSPORTATION SIGNAL/SIGN SHOP. REMOVE EXISTING FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. 0 H. - OINSTALL NEW TA-25 FIBER VAULT PER WSDOT STANDARD PLAN J-40.36. COORDINATE WITH CITY OF RENTON'S TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL, 425-430-7423, ON DISCONNECTING EXISTING CITY FIBER AND PULLING IT BACK TO THE EXISTING SIGNAL CABINET ON THE NW CORNER OF SOUTHPORT DR. N AND SITE ACCESS. INTERCEPT EXISTING 4" CONDUIT WITH CITY FIBER AT NEW TA-25 LOCATION. ONCE ALL CONDUITS HAVE BEEN RECONNECTED, REMOVE EXISTING TA-25 FIBER VAULT. FILL AND COMPACT VOID. NTERCEPT f 0 ILLUMINATION OEXTEND CONDUCTORS EXISTING TOCONDUCOTORSI INFROM EXISTING NEW JUNCTIONT BOX, AS NECESSARY. VAULT OR ETD NEW JUNCTION BOX. SPLICE EXISTING it REMOVE EXISTING TYPE 1 JUNCTION BOX AND INSTALL ONE NEW TYPE 2 JUNCTION BOX. T-40O505 19 / 10 20 10 40 20 0 20 60 _ SCALE IN FEET 2 FIBER VAULT AND LIGHT POLE CONFLICT JLS 11/06/18 "YFtr 3 SIGNAGE REVISIONS EMS 01/28/19 xn isv"�� 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 ° JLS AS-BUILTS HW 09/04/19 JLS m EMS �� DATUM NO. REVISION BY DATE APPR °R0 CT6 5C4E "C .I— 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CITY OF TRAFFIC SIGNAL PLAN io/o1/Zo1 RENTON LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT Planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N �TS-01 RENTON, WA 98055 �^�° „ OA,o rn O O r U f,0 Lf) O O Q J N 00 O O O O ii OCONSTRUCTION NOTE SIGNAL AND LUMINAIRE POLE NUMBER/CONSTRUCTION NOTE 29 SIGNAL & ILLUMINATION CONSTRUCTION NOTES: I ` m 3 L 0 EXISTING TYPE SD SIGNAL POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED. INSTALL ONE NEW R3-8L o SIGN WITH BACK OF SIGN PAINTED BLACK AND RELOCATE EXISTING VEHICLE HEADS 52 21 22 AND EVP A PER POLE SCHEDULE SHEET TS-04. REMOVE EXISTING VIDEO DETECTION CAMERA 2 AND INSTALL ONE NEW VECTOR VIDEO DETECTION CAMERA AS o I DIRECTED BY THE ENGINEER. FIELD WELD NEW TENONS FOR SIGNAL DISPLAYS 52, 21 AND 22. REMOVE EXISTING CONDUCTORS o FROM MAST ARM PRIOR TO WELDING. RE —INSTALL CONDUCTORS TO VEHICLE SIGNAL DISPLAYS, PRE—EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. RETURN SALVAGED VIDEO DETECTION CAMERA 2 TO CITY OF RENTON \ TRANSPORTATION SIGNAL/SIGN SHOP. O2 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. I� R`,L p3 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. h OEXISTING TYPE III SIGNAL POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED. INSTALL ONE NEW VEHICLE 4 HEAD 51 ON THE BACKSIDE OF THE POLE AND ONE NEW GPS OPTICOM PER POLE SCHEDULE, SHEET TS-04. FIELD WELD NEW TENON FOR SIGNAL DISPLAY 51. REMOVE EXISTING CONDUCTORS FROM MAST ARM PRIOR TO WELDING. RE -INSTALL CONDUCTORS �i TO VEHICLE SIGNAL DISPLAYS, PRE-EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. 11 O5 EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE SD SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. O7 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. p EXISTING TYPE / SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. l ® EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. \© EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 13 0 1 / ZO EXISTING CONTROLLER AND SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. 4 \ O I � 3 EXISTING DECORATIVE LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. W O CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. FURNISH AND INSTALL ONE NEW 135W DOMUS DECORATIVE LUMINAIRE ON NEW FOUNDATION. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. RELOCATE EXISTING DECORATIVE LUMINAIRE TO NEW 5 FOUNDATION. REMOVE EXISTING FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O6 REMOVE EXISTING LUMINAIRE AND RETURN TO THE CITY OF RENTON TRANSPORTATION SIGNAL/SIGN SHOP. REMOVE EXISTING FOUNDATION TO A MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING JUNCTION BOX. 0 H. - OINSTALL NEW TA-25 FIBER VAULT PER WSDOT STANDARD PLAN J-40.36. COORDINATE WITH CITY OF RENTON'S TRANSPORTATION MAINTENANCE MANAGER ERIC CUTSHALL, 425-430-7423, ON DISCONNECTING EXISTING CITY FIBER AND PULLING IT BACK TO THE EXISTING SIGNAL CABINET ON THE NW CORNER OF SOUTHPORT DR. N AND SITE ACCESS. INTERCEPT EXISTING 4" CONDUIT WITH CITY FIBER AT NEW TA-25 LOCATION. ONCE ALL CONDUITS HAVE BEEN RECONNECTED, REMOVE EXISTING TA-25 FIBER VAULT. FILL AND COMPACT VOID. NTERCEPT f 0 ILLUMINATION OEXTEND CONDUCTORS EXISTING TOCONDUCOTORSI INFROM EXISTING NEW JUNCTIONT BOX, AS NECESSARY. VAULT OR ETD NEW JUNCTION BOX. SPLICE EXISTING it REMOVE EXISTING TYPE 1 JUNCTION BOX AND INSTALL ONE NEW TYPE 2 JUNCTION BOX. T-40O505 19 / 10 20 10 40 20 0 20 60 _ SCALE IN FEET 2 FIBER VAULT AND LIGHT POLE CONFLICT JLS 11/06/18 "YFtr 3 SIGNAGE REVISIONS EMS 01/28/19 xn isv"�� 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 ° JLS AS-BUILTS HW 09/04/19 JLS m EMS �� DATUM NO. REVISION BY DATE APPR °R0 CT6 5C4E "C .I— 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CITY OF TRAFFIC SIGNAL PLAN io/o1/Zo1 RENTON LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT Planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N �TS-01 RENTON, WA 98055 �^�° „ OA,o rn O O r U f,0 Lf) O O Q J N 00 O O O O ii 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CITY OF TRAFFIC SIGNAL PLAN io/o1/Zo1 RENTON LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT Planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N �TS-01 RENTON, WA 98055 �^�° „ OA,o rn O O r U f,0 Lf) O O Q J N 00 O O O O ii CD O O 5 A R/W ESS l) x C 16 \ / M) = (P) \P (P) R/W ♦ j / p oy s 3 o - So ORr y � °y o e oy a� / / — X — — _ r r e • r DR N Ss \ w SEE SHEET TS-01: • SIGN LEGEND SEE SHEET TS-03: • WIRE DIAGRAM SEE SHEET TS-04: TRAFFIC SIGNAL POLE SCHEDULE ILLUMINATION WIRE DIAGRAM Is GS as GS — OS (IS GS (IS --OS------OS I I • r r .•r r r r r ® •r, ��®®® r r ® r r ®� 2- SCH80 PVC SPARE IIII`� IIIIIIIII1IIIIIIIIII1IIIIIIII1IIIIIIIIIII1IIIIIIIII1IIIIIIIIII1IIIIIIII1IIIIIIIIIII1IIIIIIII1IIIIIIIIIII1IIIIIIII1IIIIIIIIIII1IIIIIIII1IIIIIIIIIII1©IIIIIIIIII1IIIIIIIII1IIIIIIIIII1111111111111111111111111111111111®®® 2" SCHBO PVC *EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. #OTHER CONDUIT AND CONDUCTORS MAY BE PRESENT. 29TENW Transportation Engineering North West Tran nning I D-on I Tr r, lm°acl aa� ,Irn, I —1EA1 1el s�eevF.I_. wa F 1747 Project Contact: Elyse St—ler. P.E. SIGNAGE REVISIONS LIGHTING & SIGNAGE REVISIONS AS —GUILTS NO. I REVISION EX SERVICE #0145 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-100 AMP --- SIGNAL 1 P-60 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP 4 SS r - GAS _LAKE WASHINGTON BLVD N w 21 SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION ® Elm m 0 JUNCTION BOX TYPE 1,2,8 ® 19 TA-25 ELECTRICAL VAULT VEHICLE SIGNAL HEAD ti+>► PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA O LUMINAIRE POLE SIGNAL POLE TYPE III SIGNAL POLE TYPE SD O TYPE PPB OR PS POLE F PPB EMERGENCY PRE-EMPTION DETECTOR 7W4 GPS OPTICOM — — — — — — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET ® CONTROLLER CABINET 4 UTILITY POLE UTILITY POLE MOUNTED LIGHT OCONSTRUCTION NOTE SIGNAL AND LUMINAIRE POLE NUMBER/CONSTRUCTION NOTE ------------ SIGNAL &ILLUMINATION CONSTRUCTION NOTES: 1 0 EXISTING PE SD SIGNAL P AND ASSOCIATED E MBACK ENT T YNOTED. NPAINLTEDS OTHERWISE ONE NEW R3-8 L SIONOLE INSTALL WITH OF SIGN BLACK AND RELOCATE EXISTING VEHICLE HEADS 52, 21, 22 AND EVP A PER POLE 20 EXISTING CONTROLLER AND SERVICE CABINET TO REMAIN. PROTECT DURING CONSTRUCTION. SCHEDULE, SHEET TS-04. REMOVE EXISTING VIDEO DETECTION CAMERA 2 AND INSTALL ONE NEW VECTOR VIDEO DETECTION CAMERA AS DIRECTED BY THE ENGINEER. FIELD 3O EXISTING DECORATIVE LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. WELD NEW TENONS FOR SIGNAL DISPLAYS 52, 21 AND 22. REMOVE EXISTING CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1. FURNISH AND INSTALL CONDUCTORS FROM MAST ARM PRIOR TO WELDING. RE -INSTALL CONDUCTORS TOO ONE NEW 135W DOMUS DECORATIVE LUMINAIRE ON NEW FOUNDATION. VEHICLE SIGNAL DISPLAYS, PRE-EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. RETURN SALVAGED VIDEO DETECTION CAMERA 2 TO CONSTRUCTFOUNDATIONRENTON E NSTANDARD PLAN 117.1. RELOCATE CITY OF RENTON TRANSPORTATION SIGNAL/SIGN SHOP. O LUMINAIRE ON.REMOVE A MINIMUM 24" TO NEW FOUNDATION. 0EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. BELOW SURFACE GRADE. FILL AND COMPACT VOID. O3 EXISTING TYPE PS SIGNAL POLE i0 REMAIN. PROTECT DURING CONSTRUCTION. REMOVE EXISTINGATION TUREMOVE EXISTING FOUNDATIONTMINAIRE AND RETURN TO THE OYO F RENTON LT AMINIMUM 24" BELOW SURFACE GRADE. © SIGNALSHOP. OEXISTING TYPE III SIGNAL POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS 4 FILL AND COMPACT VOID. OTHERWISE NOTED. INSTALL ONE NEW VEHICLE HEAD 51 ON THE BACKSIDE OF THE POLE AND ONE NEW GPS OPTICOM PER POLE SCHEDULE, SHEET iS-04. FIELD WELD SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING ILLUMINATION CONDUCTORS IN EXISTING O JUNCTION BOX. NEW TENON FOR SIGNAL DISPLAY 51. REMOVE EXISTING CONDUCTORS FROM MAST ARM PRIOR TO WELDING. RE -INSTALL CONDUCTORS TO VEHICLE SIGNAL DISPLAYS, PS ARE TO BE PULLED ALL THE WAY BAei( T9 7WE e6NT-ROLL'ER, PRE-EMPT DETECTOR AND CAMERA FOLLOWING THE COMPLETION OF WELDING ACTIVITY. ® N. OS EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. INSTALL TA-25 FIBER VAULT PER WSDOT STANDARDJ 40.36. COORDINATE OO DIN / © EX/STING TYPE SD SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 0 NEW TRANSPORTATION MAINTENANCE MANAGERLAN CITY OF 430 7423, ON DISCONNECTING EXISTING CITY FIBER PULLING /T BACK TO THE EXISTING SIGNAL O EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. AND CABINET ON THE NW CORNER OF SOUTHPORT DR. N AND SITE ACCESS. INTERCEPT EXISTING 4" ® EXISTING TYPE PS SIGNAL POLE i0 REMAIN. PROTECT DURING CONSTRUCTION. CONDUIT WITH CITY FIBER AT NEW TA-25 LOCATION. ONCE ALL CONDUITS HAVE BEEN RECONNECTED, REMOVE EXISTING TA-25 FIBER VAULT. FILL AND COMPACT VOID. O EXISTING TYPE I SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 10 INTERCEPT AND EXTEND EXISTING 2" CONDUIT FROM EXISTING TA-25 VAULT OR ETD NEW JUNCTION BOX. SPLICE EXISTING ILLUMINATION CONDUCTORS TO CONDUCTORS IN NEW JUNCTION ® EXISTING TYPE PPB POLE TO REMAIN. PROTECT DURING CONSTRUCTION. BOX, AS NECESSARY. 0 EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. i 1 REMOVE EXISTING TYPE 1 JUNCTION BOX AND INSTALL ONE NEW TYPE 2 JUNCTION BOX. 0 EXISTING TYPE PS SIGNAL POLE i0 REMAIN. PROTECT DURING CONSTRUCTION. © EXISTING TYPE PS SIGNAL POLE TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING TYPE PS SIGNAL POLE i0 REMAIN. PROTECT DURING CONSTRUCTION. ILLUMINATION POLE SCHEDULE LUM. STREET STATION OFFSET LT. RT MOUNT. ARM WATTAGE SERVICEI LUMINAIRE TYPE - POLE MOUNTING COMMENT POLE NO. HEIGHT LENGTH ITYPE CIRCUIT DISTRIBUTION TYPE TYPE O LAKE WA BLVD 10+47.0 49.5' X EX 35' EX +F10' EXISTING EXISTING EXISTING DOMUS LUMEC EXISTING EXISTING FDN PER CITY OF RENTON 135W LED DMS50-135W80LED4K-R-LE3F STD PLAN 117.1. B LAKE WA BLVD 11+79.0 46.0' X 35' +.- 10' 135W LED EXISTING DOMUS LUMEC ALUMINUM TAPERED CLAMP -ON BRACKET FDN PER CITY OF RENTON DMS50-135WSOLED4K-R-LE3F ATR106N UN-P 118 STD PLAN 117.1. CC LAKE WA BLVD 13+03.5 40.0' X 35' +2' 10' 135W LED EXISTING DOMUS LUMEC ALUMINUM TAPERED CLAMP -ON BRACKET FDN PER CITY OF RENTON N DMS50-135W80LED4K-R-LE3F ATR106N UN -PI IS STD PLAN 117.1. OD LAKE WA BLVD 14+66.0 30.0, X 35' -12' f0' 135W LED EXISTING DOMUS LUMEC ALUMINUM TAPERED CLAMP -ON BRACKET FDN PER CITY OF RENTON ILLUM B DMS50-135W8OLED4K-R-LE3F ATR106N UN-P 118 STD PLAN 117.1. '• .>IHI V/U1r­— Allradl IMAIL. UVIVIRHUIVR —L UV —FM A—U.-14-- WI111 LIVUIIVLLR r VR IV UVIV.>IRUUIIUIV. I _400bO6 IN COMPLIANCE WITH CITY OF RENTON STANDARDS S/ Z 10 40 0 20 60 SCALE IN FEET ILS 11/O6/18 uavErm w CITY OF TRAFFIC SIGNAL PLAN n,1E 2016 ,o/o,/— :MS 01/28/19 :MS 03/20/19 jL RENTON O LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT " �. °PAM1 �� 1W 09/04/19 -'EMS IF Cr ICI DATUM Planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N TS-02 BY DATE APPR CTB —.I— RENTON, WA 98055 �° 25 °A29 w 0) CIO CD O r U IO O O Q J N 00 O O O O I 7 Lf) O O O 9 724 725 m PPB 29 x N JB PED HEAD 86 745 -�_ J PED HEAD 49 PPB 48 741 HAND 742 MAN 743 PPB 49 744 745 7 ry 1-5C NEW 1-3CSH NEW 8-5C 2CSH, 1-5C / 2-3CSH 5-2CSH PPB 69 761 HAND 3-VIDEO 764 762 MAN 763 5 PED HEAD 69 C %7�1 2#6 2#8 48SMFO 1-5C NEW 1-3CSH NEW 8-5C 2-3CSH 5-2CSH 3-VIDEO 1-2CSH, 1-5C 1-2CSH, 2-5C xx UU a a U N O " w w a 4-5C w 2-3CSH ❑ 2CSH 2-VIDEO ❑ x HEAD 41 CAM 4 EVPE B HEAD 42 641 A 642 6-4-3- 64 5 645 646 646 3CS VIDEO 3CS x 0 0 x m ❑ a ❑ z Q a VIDEO- 3CS LED LUMINAIRE 645 646 TERMINAL CABINET 5C 5C 2#8 3CS 2-VIDEO VIDEO— I 3CS 615 ElscE_RI "'i 651 R 621 R 621 616 CAM 3 652 A 622 951 A 622 6fi1 G 653 G 623 952 G 623 OPTICOM HEAD 62 HEAD 61 EVPE C HEAD 11 HEAD 51 662 655 625 955 625 663 661 R 661 R 611 651 656 626 626 665 961 662 A 662 A 961 612 652 666 962 663 G 663 G 962 613 G 653 G HEAD 52 HEAD 21 EVPE A HEAD 22 TERMINAL 965 665 665 965 615 655 CAM 2 CABINET 666 666 616 656 LED 4 LUMINAIRE 3 w n n m 3CS /C( ❑❑ z n a r Z a i CS 4-5C VIDEO I 3-2CSH 1-3CSH 5C 2-VIDEO 2C(SH) lBSMFC 19TENW Transportation Engineering North West Tran nning I Ucsign I Tr°rric lm°°cl a O�nr°lions I oog SE Bf 1Ce("s)sev-a7q7ue wA 9B0 Project Contact Elyse Sfemmler. P.E. #6 3 SIGNAGE REVISIONS 4 LIGIf11NG & SIGNAGE REVISIONS PS —GUILTS N0. REVISION TERMINAL LED CABINET LUMI Q Qm� c¢o c¢o c¢o � w x rraC / UENCLosE w0 1-5C 1-2CSH 7-5C 2-3CSH 3-2CSH 2-VIDEO 2#8 PHASE DIAGRAM EXISTING PROPOSED 01 05 05J1 02 06 ID2 04 08 08 04 03 07 LA 87 033 PROTECTED VEHICLE MOVEMENT i -- PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT 1 06 �OLC ��LB z ¢ Q i � w � m ❑ a w a a vOi m 2 JB JB 2CSH $C- 2-2CSH 2#fi ILS 11/06/18 "�YFtr :MS 01/28/19 :MS 03/20/19 ° JLS IW 09/04/19 JLS m, EMS BY DATE APPR PP%10 cT6 + JB PREEMPT 1 (RR) = TRACK: OLA & OLB, DWELL: #2&ID6 PREEMPT 2 (RR) = TRACK: 01, 06 &OLB, DWELL: 05, OLB, OLC & OLD PREEMPT 3 (EVP C) = DWELL: 02, WS & OLB PREEMPT 4 (EVP D) = DWELL: 04 & OLA PREEMPT 5 (EVP E) = DWELL: Nf, 06 & OLB PREEMPT 6 (EVP F) = DWELL: OLA & OLC921 1-5C NEW 1-3CSH NEW � CABINET 1-2CSH 4-3CSH N 16-5C 11-2CSH .7 5-VIDEO 721 722 723 29 02 724 72$ 731 732 � ^ MAIN LINE 962 733 9 03 o_r 734 �w SPUR 922 735 741 03 931 742 D OVLPA 932 743 49 04 m 935 744 ❑ n � 04 941 745 w_ z^ a OVLPA 942 781 o� 945 782 � Er A 02 922 783 B9 08 a Liz OVLPB 925 784 78$ a� 06 961 611 E C OVLPB 965 612 613 11 01 02,03,04,06 911 615 GPS OVLPA/B 915 616 631 632 633 32 03/C 635 33 636 � w 24V PWR 1 641 a � 24V RTN 2 642 41 � a GROUND 3 643 42 04 v 24V PWR 1 64$ � a 24V RTN 2 646 U a GROUND 3 621 24V PWR 1 622 21 24V RTN 2 623 22 02 m c¢ia GROUND 3 625 4 w 24V PWR 1 626 x 24V RTN 2 651 \ GROUND 3 652 51 z Ud 24V PWR 1 653 52 05 (Dm 24V RTN 2 655 < a GROUND 3 656 6D1 �r61D5 D2 00 VIDEO 1 D3 D OLD � N VIDEO 2 m w VIDEO 3 6D6 � a VIDEO 4 6A1 ❑ � VIDEO 5 � m 6A2 Al171 00 JB C7 z F x JB � m i fiA3 A2 OLA fiA5 fiA6 6131 682 31 683 82 OLB 685 B3 686 511 � 512 513 zo SERVICE 514 w CABINET 515 z 516 2#6 501 AC- � 502 AC, w 342 _ TO HOOK-UP T 400507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w CrJ O O U CO O O Q J N O O O O d CITY OF TRAFFIC SIGNAL WIRING PLAN 10/01/2016 w RENTON LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT L �� DATUM planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N �TS-03 RENTON, WA 98055 �° ,F OA,o - 00 JB C7 z F x JB � m i fiA3 A2 OLA fiA5 fiA6 6131 682 31 683 82 OLB 685 B3 686 511 � 512 513 zo SERVICE 514 w CABINET 515 z 516 2#6 501 AC- � 502 AC, w 342 _ TO HOOK-UP T 400507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w CrJ O O U CO O O Q J N O O O O d CITY OF TRAFFIC SIGNAL WIRING PLAN 10/01/2016 w RENTON LAKE WA BLVD IMPROVEMENTS PHASE III FOR SOUTHPORT DEVELOPMENT L �� DATUM planning/Building/Public works Dept. 1083 LAKE WASHINGTON BLVD N �TS-03 RENTON, WA 98055 �° ,F OA,o - CD 0 0 SIGNAL STANDARD DETAIL CHART STD. COR FIELD LOCATION MOUNTING SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT)2 (X)(Y) (X)(y)(Z) N0. POLE ID POLE HEIGHT(FT) ARM(FT) DEPTHS(FT) REMARKS TYPE STATION I OFFSET I LT R P.O.A Al A2 B1 B2 B3 B4 B5 I B6 37 B9 I B10 I Bit 131 B2 B3 I B4 I B6 I B7 I B9 B10 Bit TOTAL(FT)3 C D El I E2 I F I G1 G2 H 1 Ii 1 12 3' RD 3' SO EB EX EX EX — EX — EX — — — — — EX — EX — — — — — — EX EX EX — (2) — — EX LK WASH BLVD SD 160 EX EXISTING POLES TO REMAIN. 1 8045N EX EX X 0 EX EX EX EX PROTECT DURING CONSTRUCTION. 639 NB EX 26.0 22.5 — — 17.5 13.5 — 5.5 — — 9.2 10.0 — — 9.2 — 9.2 — — 799 ?3) — — EX(i) — — — — — — 10 8 TOTAL 2 LK WASH BLVD EX X — EX — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — EX PS 3 LK WASH BLVD EX X EX — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — EX PS LK WASH BLVD EX EX EX EX EX EX EX EX EX EX 4 8042N EX EX X 0 III EX EX 36.5 — 25.5 — 12.5 17.5 36.5 — 32.0 — 9.2 — 9.2 — 9.2 _ _ f0.0 — 1052 EX EX EX — — — EX EX — _ 11 9 5 SOUTHPORT BLVD EX X _ EX EX — — — EX PPB SB EX EX — — SOUTHPORT BLVD SD EX EX — EX — EX — — — — — EX — EX — — — — — — EX2) g 8046N EX EX X 0 EX EX EX EX EX EX — EX (4) — EX EX EX (4) — — — EX — EX — EX EX — — — EX EX EX — — — — EX — — EB 15 11 TOTAL —EX 7 SOUTHPORT BLVD EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — (5) — — 90 — — — EX I 8 SOUTHPORT BLVD EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — (5) — — 270 — — — EX 9 SOUTHPORT BLVD EX X — EX EX PPB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — — SOUTHPORT BLVD EX 10 EX EX X — — — — — — — — — — — — — — — — — — — — — — — — — — — EX EX _ — — — — — SOUTHPORT BLVD EX 11 EX EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX _ — EX — — — SOUTHPORT BLVD EX 12 EX EX X — PS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX _ — EX — — — LK WASH BLVD FUTURE 13 FUTURE BY OTHERS FUTURE X — PS — — — — — — — — — — — — — — — — — — — _ _ _ EX _ — EX — — — EXISTINGLINSTALLED BY OTHERS AND TO REMAIN. LK WASH BLVD FUTURE PROTECT DURING CONSTRUCTION. 14 FUTURE BY OTHERS FUTURE X — pS — — — — — — — — — — — — — — — — — — — — — — — — — — — EX — — EX — — — (1) CLOCKWISE FROM NB MASTARM ATTACHMENT POINT. (4) TENON ON BACK —SIDE OF MASTARM. NOTE: CONTRACTOR SHALL STAKE ALL POLE LOCATIONS FOR (2) CLOCKWISE FROM EB MASTARM ATTACHMENT POINT. (5) NOT APPLICABLE. PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT PER SHEET TS-01. APPROVAL BY THE ENGINEER PRIOR TO FOUNDATION C L 0 C KW/ Se (3) SUMMATION OF NB AND EB WIND LOADS USED BASED UPON <90' ANGLE BETWEEN MASTARMS. CL EXCAVATION. �5 PTT ACyMe l0 G ILLUMINATION WIRING DIAGRAM G��GP�4 FROM 0°IT 0 LEGEND io EX SERVICE 0145 p Q� 0� N 90, a. Vehicle Signal Head ILLUM A — _ TYPICAL E1 Q T SIGNAL ARM `, b. Sign 3 D D ILLUM B — f 7 ATTACHMENT POINT ALL HANDHOLES c. Street Name Sign If 0 PAINT SPECIFICATIONS: ILLUM C / /l 00+ 180° AT 180 d. Pre—Empt Detector ALL STEEL SIGNAL POLE / / e. Video Detection Camera PARTS SHALL BE ILLUM A 2—//8 m f. Luminalre GALVANIZED. ALL POLE �EX� ILLUM A l / '^\ •� METAL COMPONENTS SHALL �2_#8 / / POLE ORIENTATION O v g. Pedestrian Signal Head BE FACTORY PRIME AND ILLUM A / / ANGLE (P.O.A.) 270° n 1 POWDER COATED. 2—//8 / / DEGREES CLOCKWISE h. Cabinet 2 1" NIPPLE n S / FROM OFFSET LINE 0 BASE PLATE 0 ).:J 2 }� 2 n1 FINISH COLOR: RAL 9005TX q�THpO L / TO 0°POINT 0 B7 B1 / B3 �G B5� ///��� N "JET BLACK" (SEE SPECIAL 00' S,LRl ��' 2�1. Pedestrian Push Button A UM A Y B10 B2 / R �0�4y LOCATION STATION h Handhole B4 d 0e j PROVISIONS) B6 b b 89 0cj 1 ILLUM A 2-8� / a a b B71 / POLE ORIENTATION AND ATTACHMENT POINT DETAIL a c / ILLUM B 2—/j6 NOTES: — — — — _ _ _ _ — — — — 2 E E J} O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE { INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED, EXAMPLE SIGNAL STANDARD N0. 2, ROAD 13 1/2"-16" BASE DIA DRILL 1" D/A HOLE IN MAST ARM AND INSTALL PLASTIC I SIGNAL STANDARD # //, ILLUM A 2—�'8 / LOG MP ROUND SMOOTH STEEL F a F � / SPLIT BUSHING FOR CABLE ENTRANCE. y Y (4) STANDARD SLOTS ACCEPTING: TAPERED POLE or ,a l ROAD LOG 4-1/2- (4) 1 112"-2"0 x 60" LONG (0.14"/FT TAPER) } // O2 FIELD INSTALLED. 0 GALVANIZED ANCHOR BOLTS b 2 EX� X X X X X 9 0 1 5 2 �.� -C�% O FOR DECORATIVE ARM DETAILS, SEE STANDARD DETAILS 1-3/4�5"-2" A36 R= I O vJ P� N i SHEETS TSS AND TS6. X X X X 02 01 .09 l STEEL PLATE 1 —22" SO ji ¢ 5� USR �18-22",rr BOLT3I N THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL COUNTY ROAD NUMBERS SHALL BE A CIRCLE '4 — — — CLEARANCE BETWEEN FACE OF CURB AND FACE OF PUSHBUTTON. MILE POST // MINIMUM OF 3/8" HIGH Q D THE CLEARANCE SHALL BE VERIFIED BY THE ENGINEER IN THE BASE PLATE DETAIL o v ILLUM B 2—//8 FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. SIGNAL STANDARD IDENTIFICATION TAG DETAILaC ILLUM B 2—#6 T-400508 VERTICAL CLEARANCE IN COMPLIANCE WITH CITY OF RENTON STANDARDS MINIMUM: 16'-6" FULFILL MUTCD REQUIREMENTS LIMITS OF VERi1CAL CLEARANCE REQUIREMENT 8 ROADWAY 2—#6 TYPE 11 TYPE III TYPE IV TYPE V "Ol CURB OR EDGE OF SHOULDER MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING A E55 SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SO 6 P 0 SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD R\' TO SOUTHPORT DR SVC NOT TO SCALE �i� T. e/ 2 FIBER VAULT AND LIGHT POLE CONFLICT JLS 11/06/18 mF WA '•'�c�f 3 SIGNAGE REVISIONS EMS 01/28/19 �a�^ TRAFFIC SIGNAL POLE SCHEDULE 10/01/20V 19TENW CITY OF K 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 LAKE WA BLVD IMPROVEMENTS Transportation Engineering Northwest RENTON 0i 35 I o1b True b05E Bfnning I'UornocT effi�clmo 10�p ,1,an AS—BUILTS MW 09/04/19 ""' JLS DATUM PHASE III FOR SOUTHPORT DEVELOPMENT . .01S"nl�n Plnn s'o-���e l4�s; aea=a�„Oe `""'a° `°` EMS e/ e/ P 1083 LAKE WASHINGTON BLVD N TS-04 SS .� Plannin Buildin Public Works Dept. ONAL 1p,O ICH Project co^^act ey,e St—l.r. P.E. NO. REVISION BY DATE APPR "� 6TB �`"` "C01�'""` RENTON, WA 98055 "`° 27 M29 w rn CV) 0 O r U CO LO O O Q J N 00 O O O O m. us .,... p >=r MKL I ra I �y w r wM. wM Pe "aBEni+t�,alanonIr A...� mac_*Y.-su-ul�elssE<� POLE ELEWATION FOUNDATION DETAILS ARTERIAL STREET OSTEL ^PIAN- IIDA PUBLIC WORKS DECORATIVE LUMINAIRE POLE DEPARTMENT DETAILS `APl-rL O STREET LIGHT POLE _C_ BOX PLAN VIEW r DEEP SIDE VIEW LIGHTING STANDARD & JUNCTION BOX 1 PLAN VIEW I' INDIVIDUAL JUNCTION BOX ND-u- CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD ✓• PUBLIC WORKS DEPARTMENT CONCRETE PAD DETAILS PWN - 320 19TENW Transportation Engineering North West Trap nning Design I Traffic lmoacl 10IF—lion, wDseer "ei ss. ao-.IN ue wAI Project Contact: Elyse St—GHler. P.E. PoK 1,-Q 'a' " p (uxn I, m HAIL une°wu NENANB) wlxxAr sA TOPE' 1R C ' (wYWwE AtW LEw'Ix) AL cox PoI u'uww[ v1x.LENix) , AD "ELE xE N. Wa wAir TERMINAL BLACK HOU9NG DETAIL I NN a U:' RlRiru* BRACKET (LEMx6 x ARI L 2, ti R 00 NOtE WE MEW DETAILS 3 dd 01 unnu ExRaui ler MAc,ulrtxl � etinEF•a :until vRo�D AAUFAnMBR uL R*B snRDUD . MAnuracnxEx ARawD HP IT11, (wuxuRLl B.- G_ .1 .S SH L, LUMPARE e ELAUP Ox TB LW NMRE NVNuttE��� caxi 11 SOLE Z rends ®R nZZ7 (R< B S G1a Ei'Pv U KxSN R9K WTx HA, LOxsl Br E.I. (ER LUMINAIRE ARM DETAILS NtE4w4T0a [ ERAEB SNPu SE DEC016 WMINAIRE LUMINAIRE ARM MOUNTING BRACKET DETAILS w PUBLC WORKS DEPARTI�WT LUMINAIRE AND BRACKET DETAIL MOUNTING I PWN- 119.3 RO D: i Q / wsrAu. DecAL nTmmmD vFRTICAu.Y. Ri1fALL M DRY NTATIBA SO' F OR ABOVE F NUAIDERWG 1 DES 9 9 C LFD TYPE 1 6 l WATTAGE WRSN PLAN Ili.1 Poe SfDB.AN 116.1,11i;IIT.4 '- 4' TD 2GBB N- y _ T BFr°` REPLECIUR®GOIIOC OOIDOR WHTfE LD;BVD ON BLAIX BAIXGROGNO 711AL T MEIII STYSTIII Pt:PA WORKS pECAL NUMBER NG SYSTEM DEPARTMENT RD SIGNAGE REVISIONS LIGHTING & SIGNAGE REVISIONS AS -GUILTS NO. I REVISION wauxn we ��� sda�6w�w Jrm S. &Waxvra am J Rwxana. FMENr Greco WRELY FAB-EWEO POLE H SHALLNAINDSS. nccEsve uA TENANCE F 1HE OXLLRE MANUFACTURER W WEATTACHMENT OF RE BE TO THE THE SAME LLUG UX NS.LATE. NE SHALL GROUND E vnRL sHANL BE TIE G SDE N11 GROUNDING BONDING& RPECTO rvG COxNECnOrvS MF rvs EcioN AND HAS MADEPROVISION FOR A GROUND M GREENT BE RUN F 0Tr INSIDE TIE NEOPOLE OU ND UMIGHALAa GREEN BE RN LINO LUGTHE FIXTURE 8ID. PLAN - 11B s PUBDC RORi6 DEPARTYOiT TYPICAL LIDNTINO UNDlRDROUND BYSTlM pPPKOVF:O: - R/w LINE M PRa 0 & . E III A.. Fxox Nwl ALTERNATE PLAN VIEW sl�w�x ' f TYPICAL STREET LIGHT FOUNDATION LOCATION o : i :i�°o"r III' III ANs ­ A'. . ALTERNATE STREET CROSS SECTION PUBDC WORKS LIGHT BASE AND JUNCTION BOX sm. ELM in .(J. PAR DETMENT LOCATION I F;�� F 10 IUs 11/06/18 uwvEYEo: :MS 01/28/19 :MS 03/20/19 c JLS IW 09/04/19 JLS x EMS A� DATUM ONE III BY DATE APPR PR0 CTB �"` AraBEIROUL `YPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3'-0" -6"O ]•-0" VARIABLE MINI' 1' 4�1 l FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'B' CONCRETE PAD D"� V.3 0-----FRONT 4}�3 MEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD �a D"� �3 D� FRONT VIEW SIDE NEW PUBLIC WORKS DEPARTuenT I TYPICAL CONCRETE PAD DETAILS PO PIJN - 336 �;]IAMETER I= 7/8' F4-i/8"�I 1/4- LOAD LINE 1/4" FUSE CUTTING. RINGS FUSE KIT EPDXY FILL Iq�l SPLICE KIT FGSE KIT & A—G. KIT D�A� GwcNANG�. 1013 sF FACE.. T 400509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O CITY OF RENTON Planning/Building/Public Works Dept. TRAFFIC SIGNAL PLAN DETAILS LAKE WA BLVD IMPROVEMENTS°° PHASE III FOR SOUTHPORT DEVELOPMENT 1083 LAKE WASHINGTON BLVD N RENTON, WA 98055 16/01/201; o- TS-05 s.— ,Q OF,o 00 rn 0 0 r U N 00 O O O CD _0 0 ZAM 4:1 —1-11-H -L4 =4u FT-17-9 MI 4-1-44 FOR= =01A & 11 L4 ------- --- --- me `4 I H Nil E 7— L REPLACEMENT REQUIREMENTS • LOOP E SHALL BE IMSA 51-7 #12 OR #14 IN ORANGE PVC JACKET. • LOOP INSTAL N SHALL FOLLOW WSDOT STANDARD PLAN J-50.12 AND J-50.15-01. • LOOP INSTALLATION SH NOT TAKE PLACE IN TEMPERATU BELOW 40 DEGREES. • LOOPS SHALL NOT BE SEALED N THERE IS MIDI RE ON THE GROUND. • THE SAW CUTS SHALL BE OF UNIFORM S AND ANY SHARP EDGES, ABRASIONS, OR RIDGES SHALL BE REMOVED PRIOR RO CI THE WIRE. • ALL LOOPS SHALL BE INSTAL IN THE FINAL LEFT ASPHALT DESIGNATED IN THE CONTRACT. LOOP CONDUC S SHALL BE HELD AT THE B OM OF THE SAW CUT BY HIGH TEMPERATURE B ERS ROD SIZED TO FIT SNUGGLY IN SAWS CENTER ALONG THE ENTIRE LOO ND HOME RUN(S) AND AT THE ENTRANCE AND T OF ALL TURNS GREATER TA 45 DEGREES. IF NEW LOOPS ARE INSTALLED OVER EXIST LOOPS, THE OLD LO SHALL BE REMOVED BY GRINDING AND THE GRINDING SHALL B OUGH TO DE OY ANY EXISTING OPERATIONAL LOOP CONDUCTORS. T-40051 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I 2 1 FIBER VAULT AND UGHT POLE CONFUCT JLS 11/06/18 3 SIGNAGE R SIONS Ems 01/28/19 TRAFFIC SIGNAL PLAN DETAILS 10/01/2016 19TENW 4 LIGHTING & SIGNAGE REVISIONS EMS 03/20/19 — JLS CITY OF LAKE WA BLVD IMPROVEMENTS F— Transportation Engineering NorthWest AS —GUILTS AW 09 04 19 jLS 0 RENTON PHASE III FOR SOUTHPORT DEVELOPMENT L T111111111111nnn, ­nlT QNI l� IF Cr 0 6 UDATUM .1, 1. 1—., A Is— Plan ning/Building/Pu Public Works Dept. 5)889 1747 EMS 1083 LAKE WASHINGTON BLVD N Prq—t contact: ElV. St —lei. P.E. NO. REVISION BY DATE APPR RENTON, WA 98055 ol' 1— 29 29