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HomeMy WebLinkAboutzT-3883 Setw Li FUTURE FUTURE 1 �► 1 NOT USED NOT USED I I z J n z LU LU > S10 NA STA 1 1 +06.5 I I 18.5' LT, SIGN I I I I S2 NA STA 10+94.5 18.5 LT, SIGN I QI J I WIQ I I v Imo' I L I �I I I I I I I I I 10 i 9 I ° SEE SHEET PM-02 FOR: • PAVEMENT MARKING, SIGNING AND SIGNAL GENERAL NOTES • TRAFFIC SIGNAL POLE SCHEDULE R/W p - - - \ rr 0 81 M8269 n ° I �, C o ° I W \ \ I 2 88 0 C/) ° 1 o C/) 8 49 0 _ 63 °VECTOR 2 —� 99+00 +50 0 CID' 100i 00 100+5 O EVP C �� 51/21 — S12 +, rr S12 F__ E X 12, 11161 VECTOR24 LU I S 48 S C� EX 12 J 3 Li �-- aI � 42 � 41, i U I Q N CONC 0 C� R/W 29 28t 89 0 du UO z 7 / S O , / S J 6 �• .0 (� 10 40 \ I W I I 4 = i I 5 R� 0 20 60 I I SCALE IN FEET I SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. PAVEMENT MARKING CONSTRUCTION NOTES O INSTALL 24" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 STOP BAR PER CITY OF RENTON STD. PLAN H009.1. INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 TYPE 2R TRAFFIC 0 ARROW PER CITY OF RENTON STD. PLAN H009. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 PREFERENTIAL LANE SYMBOL PER CITY OF RENTON STD PLANS H009. ® INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 "BUS" TEXT PER WSDOT STANDARD PLAN M-80.10. O INSTALL WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 "ONLY" TEXT PER WSDOT STANDARD PLAN M-80.10. © INSTALL WHITE RPM APPROACH LINE AS PER CITY OF RENTON STD. PLAN H002. IC\;)� h 07 INSTALL 8" WHITE 3M STAMARK ALL WEATHER TAPE 380AW WITH CONTRACT TAPE 380AW-5 WIDE LINE PER WSDOT STD. PLAN M-20.10. � �'~�ob �O ® REMOVE EXISTING RPM LANE LINE PER CITY OF RENTON APPROVED METHOD. REMOVE EXISTING BARRIER BY CITY APPROVED METHOD. V v^ �� '� (IV" p 10 INSTALL 2-4" RPM WHITE CROSSHATCH PAVEMENT MARKINGS O ^ �Q ��� v Ob'� (PM) AT 10' SPACING PER CITY OF RENTON STD. PLAN H008. v N v �QOpv � � ppvQ��Jh h,v N h h �� — v 4 , 10 2 10 �cv hh �O —01+00 1 6.5' 6 3 10j�S0 Skly te, 9 2 7 EX 14' \ F 10 \ 8 T9 P CP 6 � \\ \ T ­�, O T lam` - � a o1?x� i SIGNAL CONSTRUCTION NOTES: \ SIGN NOTES I � � � \ S 1 EXISTING R 1-1 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. O1 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. � I \ o I (D EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION.L01 T S2 EXISTING R3-8 MOD SIGN TO REMAIN. PROTECT DURING -I- CO i \ CONSTRUCTION. , I O3 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. \ REMOVE EXISTING R3-8 MOD SIGN AND POST. FILL AND COMPACT I I O EXISTING POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS S3 I OTHERWISE NOTED. REMOVE EXISTING CUSTOM "LEFT TURN YIELD ON VOID. I I i I FLASHING YELLOW ARROW" SIGN AND REPLACE WITH NEW R 10-12 0 0 \ S4 EXISTING R4-7 SIGN TO REMAIN. PROTECT DURING CONSTRUCTION. I I LEFT TURN YIELD ON GREEN BALL SIGN. REMOVE THE BOTTOM \ I I I SECTION METHOD. OF THE EXISTING FOUR SECTION HEAD PER CITY APPROVED \ SS EXISTING W 16-102 SIGN TO REMAIN. PROTECT DURING I 1 I \ \ CONSTRUCTION. I I 0EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. SIGNAL DISPLAYS S4 \ S6 EXISTING R3-17 MOD SIGN TO REMAIN. PROTECT DURING O EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. S5 CONSTRUCTION. \\ O 18 \ I I , I O7 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 12" OR 12" . \ EXISTING R3 17 MOD SIGN TO REMAIN. PROTECT DURING I O8 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. S7 CONSTRUCTION. I " DY " DY I i 9 EXISTING POLE AND ASSOCIATED EQUIPMENT TO REMAIN UNLESS 1212I ® 16" EXISTING "CUSTOM" SIGN TO REMAIN. PROTECT DURING 1 O OTHERWISE NOTED. REMOVE EXISTING CUSTOM "LEFT TURN YIELD ON 12" G 12" G I S8 I FLASHING YELLOW ARROW SIGN AND REPLACE WITH NEW R 10-12 O 0 CONSTRUCTION. I I I "LEFT TURN YIELD ON GREEN BALL" SIGN. REMOVE THE BOTTOM I SECTION OF THE EXISTING FOUR SECTION HEAD PER CITY APPROVED VEHICLE HEADS VEHICLE HEADS EXISTING "CUSTOM" SIGN TO REMAIN. PROTECT DURING el I I I I METHOD. INSTALL ONE NEW VEHICLE HEAD 63 ON EXISTING TENON NEW: 63 EX: 51 /21 * PEDESTRIAN HEADS S9 CONSTRUCTION. I I N I I� PER POLE SCHEDULE, SHEET PM-02. EX: 22 1 1/61 * EX: 28,29 _P �I C 10 EXISTING POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 4142 48,49 EXISTING W20-901 SIGN TO REMAIN. PROTECT DURING I k I N I� 62 68,69 S 10 CONSTRUCTION. I I I 81,82 88,89 �� LU EXISTING W20-901 SIGN AND POST. FILL AND COMPACT I *REMOVE FYA SECTION FROM SIGNAL HEADS 51/21 & 11/61 S11 VOID. S2 FROM RECENTLY INSTALLED EQUIPMENT ON MAST ARM. NER T �'•WA3 °•B/C O REMOVE EXISTING CUSTOM SIGN AND INSTALL NEW 24 "X30" R 10-12 ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. �:''aF y °••% S12 "LEFT TURN YIELD ON GREEN" SIGN ON MAST ARM PER SIGNAL '~� _ ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M o CONSTRUCTION NOTES AND POLE SCHEDULE PER SHEET PM-02. 2; 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 �.: • �E WAS,, � MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). F•FC/STE���G�? SS�OIVAL �� ALL PEDESTRIAN HEADS ON TYPE II OR III POLES SHALL USE TYPE E CLAMSHELL MOUNTS. ALL PEDESTRIAN HEADS ON TYPE PS POLES SHALL USE TYPE D TOP MOUNT. 1 AS B U I LT DRAWINGS 07 25 18 SURVEYED: SCALE: VERTICAL: NAVD 1988 • DESIGNED: HORIZONTAL: NAD 1983/1991 C T Y OF JLS RENTON ENTON JLS ONE INCH DATUM • CHECKED: AT FULL SCALE Planning/Building/Public Works Dept GIVID IF NOT ONE INCH NO. REVISION BY DATE AP P R �APPROVED:CTB SCALE ACCORDINGLY SIGN LEGEND EXISTING EXISTING EXISTING v R2-1 24"x3O" R3-8 MOD 36"x3O" R4-7 36"x30" S1 S2 S4 S3 O 0 0 U��� 0 0 0 EIKE ROUTE CUSSTING TOM STOM 0 0 ss 00 EXISTING R3-17 MOD "x24" BEGIN EXISTING 30 W 16-102 S6 EXISTING 18 "x 18" S7 CUSTOM S5 S9 4TRAFF1 REVISION AHEAD RELOCATED TEMP. W20-901 30"x30" S10 S11 LEFT TURN l YIELD ON GREEN NEW R10-12 24"X30" S12 Q J LEFT TURN YIELD ON FLASHING YELLOW OQ 0 0 0 � S1 REMOVE CUSTOM 30"x36" z a z LU LU O O 00 A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O LU LU DATE: CE 11/21/17 U GHC LONACRES - METRO BUS STOP IMPROVEMENT FIELDBOOK: P< PAGE: `/ RENTON, WASHINGTON DRAWING N0: z PAVEMENT MARKING, SIGNAGE AND PM-01 O TRAFFIC SIGNAL PLAN SHEET: 1OF: ^ U T-388301 PAVEMENT MARKING AND SIGNAL LEGEND EX NEW/RELOCATE DESCRIPTION JUNCTION BOX TYPE 112,8 - (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA o LUMINAIRE POLE SIGNAL POLE TYPE III O TYPE PPB OR PS POLE I- PPB EMERGENCY PRE-EMPTION DETECTOR TENON — CONDUIT/CONDUCTOR ® ELECTRICAL S R ICE CABINET W/B ® CONTROLLER CABINET POST MOUNTED SIGN SIGNAL POLE NUMBER/ ® CONSTRUCTION NOTE 0 PAVEMENT MARKING NOTES 0 SIGN NOTES o FLEXIBLE GUIDE POST z J z LU 2 LU 0 0- 2 0- 0 m 0 rr LU vJ LU IIr CU Q 0 z 0 J CU 0 PAVEMENT MARKING, SIGNAL & SIGNING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. G �_ O C K W I S E CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY P T T A C H MF T 0 WORK. R O M N po T GPO 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF 900 RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND TYPICAL E1 4. 0 CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO SIGNAL ARM Al VERIFY LAYOUT. ATTACHMENT POINT ALL HANDHOLES AT 180 0 3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO 0 + 180 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. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED POLE ORIENTATION O v VISIBILITY TO DRIVERS. ANGLE (P.O.A.) 2700 DEGREES CLOCKWISE 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION FROM OFFSET LINE 0 BASE PLATE 0 SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. TO 0 POINT 110 Y LOCATION STATION 6. 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 POLE ORIENTATION AND ATTACHMENT POINT DETAIL WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) PER CITY OF RENTON STANDARD PLAN 135. 7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND I COMPLETELY COVERED WHILE NOT IN OPERATION. 8. 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. NOTES: I 9. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. O MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE I INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED, 10. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TO REQUESTED APPROVAL DATE. DRILL 1 " DIA HOLE IN MAST ARM AND INSTALL PLASTIC I SPLIT BUSHING FOR CABLE ENTRANCE. 11. 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. O FIELD INSTALLED. I 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE O DECORATIVE ARM CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. O THE CONTRACTOR SHALL MAINTAIN 10" MAX HORIZONTAL 13. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED. CLEARANCE BETWEEN FACE OF CURB AND FACE OF PUSHBUTTON. I THE CLEARANCE SHALL BE VERIFIED BY THE ENGINEER IN THE I FIELD PRIOR TO CONSTRUCTION OF FOUNDATION. I 14. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS. I 15. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION. 16. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL 425-430-7423. SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. i 2 � 1" NIPPLE 2 B7 g2 B3 � � B5� B2 B4 d b b a a C 3 (� e0e B6 69 h B10 611 `b a Eb c EXAMPLE SIGNAL STANDARD NO. 2, RDA 13 1/2"-16" BASE DIA SIGNAL STANDARD # LOG #, MP ROUND SMOOTH STEEL G 4-1/2" TAPERED POLE ROAD LOG I~ / �I (4) STANDARD SLOTS ACCEPTING: (0.14"/FT TAPER) X X\ \ \ T X X X 9 0 1 5 2 1- X X X �X X 02 01 .09 \ COUNTY ROAD NUMBERS SHALL BE A + MILE POST # MINIMUM OF 3/8" HIGH SIGNAL STANDARD IDENTIFICATION TAG DETAIL VERTICAL CLEARANCE *--MINIMUM: 16-6" FULFILL MUTCD REQUIREMENTS ROADWAY (4) 1 1 /2"-2" O x 60" LONG GALVANIZED ANCHOR BOLTS 3/4" 1.5"-2" A36 STEEL PLATE T18"-22" SQ 18-22" O BOLT CIRCLE TYPE II MAST ARM SIGNAL STANDARD BASE PLATE DETAIL F Q i� D D PAINT SPECIFICATIONS: ALL STEEL SIGNAL POLE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" (SEE SPECIAL PROVISIONS) E E a F or b H h H 2 4 I i 0 LIMITS OF VERTICAL CLEARANCE REQUIREMENT - = 6 LEGEND a. Vehicle Signal Head b. Sign C. Street Name Sign d. Pre-Empt Detector e. Video Detection Camera f. Luminaire g. Pedestrian Signal Head h. Cabinet i. Pedestrian Push Button Assembly j. Handhole N � 2'-0" �0 MIN. CURB OR EDGE OF SHOULDER TYPE III TYPE IV TYPE V COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING AND MAST ARM STANDARD AND STRAIN TYPE SD SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. NO. COR FIELD LOCATION MOUNTING MAST ARM SIGNAL MAST ARM DATA LUM. POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION REMARKS OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT) (X)tY) (X)(Y)(Z) POLE ID POLE HEIGHT(FT) LENGTH ARM(FT) DEPTHS(FT) STATION OFFSET LT RT P.O.A A 1 A2 81 B2 83 B4 B5 86 1 B7 B9 B 10 B 1 1 B 1 82 B3 B4 B6 B7 B9 1310 B 1 1 TOTAL(FT)3 C D El E2 F G 1 G2 H I 1 12 3' RD 3' SQ # (4) TYPE (FT) 1 NACHES EX X EX EX III 18.5 F 35 FT EX EX (2) - EX - EX EX - - - EX EX - EX - EX - - - EX EX EX - - - - EX - - EX - EXISTING POLE TO REMAIN. PROTECT EX EX EX DURING CONSTRUCTION. 2 SW 27TH EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX I I I I DURING CONSTRUCTION. 3 SW 27TH EX X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX EX PPB DURING CONSTRUCTION. SW 27TH (2) (1) (5) (2) EXISTING POLE AND ASSOCIATED EQUIPMENT TO 4 EX EX X EX EX III 18.5 F1 35 FT EX EX 41.0 EX - EX EX - EX - EX EX 7.5 EX - - - EX - EX EX EX - - - - EX _ - - - EX EX REMAIN UNLESS OTHERWISE NOTED. 5 NACHES EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX _ - EX - - _ EXISTING POLE TO REMAIN. PROTECT EX DURING CONSTRUCTION. 6 NACHES EX X EX EX III 18.5 F 35 FT EX EX - EX - EX EX - - - EX EX - EX - EX - - - EX EX EX - - - - EX - EX - EXISTING POLE TO REMAIN. PROTECT EX _ EX EX DURING CONSTRUCTION. 7 SW TH EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ EX _ EX _ _ _ EXISTING POLE TO REMAIN. PROTECT EX - DURING CONSTRUCTION. SW 27TH EXISTING POLE TO REMAIN. PROTECT 8 EX EX X - EX PPB - - - _ - - - - - - - - - - - - - - - - _ _ _ - _ _ _ _ _ _ _ EX _ DURING CONSTRUCTION. SW 27TH (5) (1) (3) (2) EXISTING POLE AND ASSOCIATED EQUIPMENT TO 9 EX EX X EX EX III 18.5 F7 35 FT EX EX 47.0 EX - EX 27.0' - EX - EX EX 7.5 EX - EX - - - EX EX EX - - - - EX _ - EX - EX EX REMAIN UNLESS OTHERWISE NOTED. NACHES EXISTING POLE TO REMAIN. PROTECT 10 EX EX X - EX PS - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX _ - EX - - - DURING CONSTRUCTION. NACHES EXISTING POLE TO REMAIN. PROTECT 10 EX EX X - EX PPB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX - - - DURING CONSTRUCTION. (1) REMOVE EXISTING CUSTOM SIGN AND REPLACE WITH NEW R 10-12 SIGN. (2) TENON FOR FUTURE USE. (3) INSTALL NEW THREE -SECTION HEAD ON EXISTING TENON. (4) COR POLE ID NUMBERING TO BE ESTABLISHED BY THE CITY AT THE TIME OF CONSTRUCTION. CONTRACTOR TO PROVIDE AND INSTALL COR POLE ID NUMBERING. (5) REMOVE THE FOURTH SECTION, FLASHING YELLOW ARROW, WITH CITY APPROVED METHOD. %9TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 `''pRNER T° �•oF wadh syB�� • i 356 < °°Fc�STE��'G� SS/ONAL I 1 1 ASBUILT DRAWINGS N0. REVISION 07 25 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ,�pRNER T° ��••oF i. IFS 3 STE��G� TONAL I CITY OF RENTON Planning/Building/Public Works Dept. U Q J z J a_ I- z W 2 LLl 0 Ir a_ 2 CL 0 I- A-NNNNNNN D IN COMPLIANCE WITH CITY OF RENTON STANDARDS m 0 LULU G U) W DATE: 11/21/17 U GHC LONACRES - METRO BUS STOP IMPROVEMENT FIELDBOOK: <1•�� PAGE: `J RENTON, WASHINGTON DRAWING N0: z TRAFFIC SIGNAL POLE CHART PM-O SHEET: OF:: J 2 4 U T-388302 APPROACH LINE SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. T vJ Z J n Z UJ \LU 0 rr n n 0 U) m 0 rr UJ I U) LJ rr U r< V Z 0 J U r2 0 3�:ttttt tt::"t :®t�8" 24' 4 WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS OR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS SKIP APPROACH LINE ss s ii — 9'— 15' - 3'- 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) BAND - OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE " MIN. T( 5/16"X2-1/2" GALVANIZED BOLT WITH GALVANIZED WASHERS. METAL POST O In _ZO _ FINISHED J) G UN LINE a O W z LANE LINE 4" 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REEL.) CHANNELIZATION MAKERS DETAIL ADOPTED CITY OF RENTON ♦I♦ STANDARD PLANS LST DATE:04J04 DWG. NAME: H002 SP PAGE: HOC2 NOTES 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 30'�t 90' 3' FOR REFLECTORIZED SIGNS: MOUNT FACING 3*(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION SIGN POST is LOWER SIGN a 5/16" ,IN) CORNER BOLT POST SUPPORT OR 3/8 (IN) FLANGED PI SHOULDER BOLT WITH NUT AND WASHERS ti 2 REQUIRED (TYP.) BDLT STOP FOR SIGN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT ., 2.25" (IN), 7-GAGE, HOT -DIP GALV., VIN HEAVY-DUTY ANCHOR . COMMERCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTING ON SINGLE STD. PLAN- 129 ®* PUBLIC WORKS METAL POST APPROVED: DEPARTMENT (ADOPTED) (,-A N C� DATE 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 ••oF WA& C rt O\ 1 O 6 \ � r O � � I Rm3 -3" A5 LD a0 1 e U11 R=2'-3" 1'-0"-i {-- WHITE TURN MARKINGS WHITE 12" TO 24" STOP LINE WHITE 4» -77 EDGE OF ROAD UNE 6" TO 8" TRAFFIC FLOW WHITE OR YELLOW \X;� " 6 TO 8" ISLAND W/CROSSHATCHING 9'-0" 15'-0" 9'- 0" 3:5 RATIO 4" WHITE J LANE UNES 4 50' VAR. 15' EDGE LINE CJ o s I PAVED SHOULDER HALF MARKER (12 MILE INTERVAL) EDGE LINE 7 i I I PAVED SHOULDER FULL MARKER I I MILE IN'ERVAI j AERIAL SURVEILLANCE MARKERS RAILROAD CROSSING MARKING CENIERUNE Of CROSS CULVERT EDGE LINE CROSS of ii GROSS CULVERT PAVED SHOULDER CROSS CULVERT EDGE LINE r TYP. — \ •6• eo• b .lli lS to Pavement Marking Details y O ADOPTED tit G A CITY OF RENTON STANDARD PLANS LST DATE:1-Aug-90 DWG NAME: ER-03 SP PAGE: H008 GENERAL NOTE - CROrtS"U.M _ See contnd for location and -- - materialrequirtsmeft ty -- e TYP SEE NOTE 1 N . /% 5,6w r ROADVAY LANE I � _ CROSSVYI \... ---- LINES -- I �1• / �- 1 1 I b I 7 7YP. I,� I' FOR 4' SHOULDERS Z FOR WIDER SHOULDERS - - SEE NOTE 2 s MAX. STOP LINE NOTES LANE_ LANE .. tIDIAe61 1. For skewed crosswalks, position the lines parallel to the traffic lane. _ --- _ 2. Install Crosswak Line in shoulder area only when adjacent to sidewalk or separate walkway. STANDARD PATTERN PAVED SHOULDER ' CATCH BASIN OR s aouoMeLr C'COr:T ZBjt GRATE INLET rTYP. DRAINAGE MARKING T p,l 1A I + t b i aeeeo P,, aIfTSE G�? s/ONAL 1ST EXPIRES MAY S. 2003 USE TYPICAL SET FOR SHOULDERS WIDER THAN ! i•-- - - - - ' - ��-- �' -- ' TYP. --I USE s• LINE FOR SHOULDLW; — NO WIDER THAN SEE NOTE LANE LANE sltouDER 4' SEE NOTE 2 PAVEMENT MARKINGS STANDARD PLAN H-5c LOCAL AGENCY OPTIONAL PATTERN SHLLI 2 OF a SHEETS ADOPTED CROSSWALK LINES CITY OF RENTON 1 ASBUILT DRAWINGS N0. REVISION 07 25 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB 1 STANDARD PLANS LAST DATE: 06/24/2002 SP PAGE H009.1 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TYPE 5 TYPE I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ■:..•01. \■ .-7........... • • • 6' 20, L I,-4, LANE C RAILROAD CROSSING SYMBOL A TYPE 4 M PREFERENTIAL LANE SYMBOL ,��NER Te ��`' •oE WA01 B/�y ' 2 A••'PF �4 �`rS ONAL ECG\ CITY 0 E RENTON Planning/Building/Public Works Dept LOOP � TYPE 1 L(bF i 'CSIOD Bar t' I , t 1 ' 1 ' 0 10 i..... .e......... ;.................. SYMOX sY �oc E CYCLE DETECTOR SYMBOL LOCATION S4. P.) HANDICAPPED PARKING STALL MBO NOTES- See contract for locaiaa and material regWnmems. E 3 LOOP Traffic filters Mall Conform to the FHWA Publication Standard ALPHABET for HIGHWAY SIGNS and PAVEMENT MARKINGS. With the escePllon of the railroad crossing symbol 1 1are, all traffic letters shall be B feet Ir height. TYPE 3 Preforeintiol Lane Symbol shall be I Installed only an designated bicycle longs. CYCLE DETECTOR SYMBOL PAVEMENT MARKINGS ••--... ■rwr.wr a 1uww 1­ ADOPTED Vi�e CITY OF RENTON • .4 ` ♦ STANDARD PLANS LST DATE:17-Jul-81 SP PAGE: 111009 Q J 0 o V J Z I— Z 5W G W O ry� a_ G L.L O I— v ) A-NNNNNNN D IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O LU G I W DATE: 11/21/17 U FIELDBOOK: PAGE: GHC LONACRES - METRO BUS STOP IMPROVEMENT ��1•�� RENTON, WASHINGTON `J z DRAWING N0: PAVEMENT MARKING, SIGNAGE AND PM-03 O TRAFFIC SIGNAL DETAIL SHEETS J U SHEET: 30F: ^ `t T-388303 SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. Z J In I— Z 5W W 0 r n 2 n O II-- Cf) V M� W 0 rr LU W rr U �a'RJ V Z 0 J U _ 0 TYPE I iaa� '• "Mol.':' :::::� �: cede e.. Niiia �rreerfrl i ..dreli •:ieiei i.....:::: r P . a :e 1. 2� LAML E RAILROgy_.02SSING SYM80L A TYPE / Rl-10 wrle R=-7 it TYPE A 1 I. 24' 9• C I 2 6" 12' 2'-S' S F' 6 L'•3" PREFERENTIAL LANE Y� MBQL O q CENTERLINE & LANE LINE O 10' 30' Er_ NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE IV 1 _ 30' 10 m� I REVERSIBLE LANE LINE 30, WIDE BROKEN LANE LINE 3' 9' m� WIDE DOTTED LANE LINE T__O YELLOW OR WHITE - SEE NOTE 1 DOTTED EXTENSION LINE %9TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 �[Tc NOTES, ------- __.�_ �S.f ppvlx9Cl 14r IOStllion 9np npleri0l + LOOP rogw am nfa. �••TTpL 1 L,ppP E3 L.00! Trellis lei ovis ehoh conform Io In! FHYfA PyOlNodpn Slond Ord AkPNABET foe 1 Slgp Do, W4HWAY $IONS and PAYMENT M,ERI(tfra& Wlrh Phi nclaliaa of P4 rehraea "OH,Jag SYxnaal aP itre" IIth 1FJJ teller) 1noll be i I B lest In heighl. I I : TYPE 3 Prdfdreneial Load SrTav1 snail be I r111011e0 Oflly 00 d"hotee 61cycle Janet LL I �i� I l r � � I r . ...... ........... i. svwlp% SYMBOL CYCLE DETECTOR SYMBOL LOCATION e W NY 10 HANDICAPPED PARKING STAILL-MBOL 4' Ia. {Iy PJ CYCLE DETEC70R SYMBOL PAVEMENT MARKINGS ADOPTED x CITY OF RENTON • + STANDARIi PL.%NS L,ST DATE:17-Ju1-81 SP PAGE: H009 10 SEE CONTRACT FOR LENGTH .y. c� T— EDGE LINE & SOLID LANE LINE YELLOW OR WHITE -SEE NOTE 2 YELLOW ^ CENTERLINE, SEE CONTRACT FOR LENGTH WHITE - LANE LINE 4"OR12"- 10, I � ,,,. � SEE NOTE 3 ..r DOUBLE CENTERLINE &DOUBLE LANE LINE `L YELLOW-DBL. CENTERLINE, WHITE -DBL LANE LINE SEE CONTRACT FOR LENGTH YELLOW 19 WIDE LANE LINE WHITE SEE CONTRACT FOR LENGTH YELLOW DOUBLE WIDE LANE LINE WHITE 10' SEE CONTRACT FOR LENGTH WHITE Nj� BARRIER CENTERLINE YELLOW hie NOTES 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of WHITE traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double S 91 3' Centerline shall be 12" everywhere, except 4" for left -turn channelizaltion and narrow road- ways with lane widths of 10 Feet or less. Local O Agencies (on non state routes) may specify a WHITE 4distance for all locations. The distance between the lines of the Double DOTTED LANE LINE Lane Line shall be 4". ,�pRNER T° �`' •oF wAsyB�� 356 • i F °'Fc/ STE��' G� SS;J - I A� a9115 S� 'mow �8 IONAL LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-02 SHEET 1 OF i SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 06-03-11 STATE GEGIDN ENGINEER DATE Wcshinebn Sh Dspvlm—I f T arep. Wi TRAFFIC TRAFFIC LANE LINE TRAFFIC TRAFFIC VEHICLE VEHICLE v LANE LANE WHEEL PATH WHEEL � PATH VEMCLE VEHICLE 12� � WHEEL PATH WHEEL PA I p� v}0 I I TRAFFIC �j LANE =w WH�CUE "�TH DLD k D _k 00 co oG = LANE A - o i LANE z 3._3..' 3._3• 3'-3 3'-3" �/ w MIK AMK MIN. MIN. - y 3'-3' 3'-3' I / : I MIN.. MK LANE LANE LANE rt I EDGE Ali: LINES2 x EDGE 11 LINEJ j� pJJ LANE _ LINE I _EDGE EDGELINE LINE HIGHSPEED APPLICATION HIGH-SPEED APPLICATION TRAFFIC LANE TRAFFIC VEMCLE LANE RAWHEEL PATH TFFIC I VEMCLE LANE j WHEEL PATH VEHICLE rruu eA WHEEL PATH = pI ' e e 12 o byVASyF� w LAI+E o a _ ZII T - 3" w a e MIK , MK N 6e LANE z 3._3.•3.3.. W I OA�./B 291i5 e0 �Vi OI STG0. �? MIK ' MK w I i c S�ONALLAN �E w I m i :k y z = ; S TRAFFIC LETTER AND D S2 w I) I I d NUMERAL APPLICATIONS D p o G o o STANDARD PLAN M-80.10-01 J ~ SHEET 2 OF 2 SHEETS w � 3" • T - TI 3' - 3'• T - 3" w APPROVED FOR PUBLICATION MIN. MIN. _ EDGE MIK MK EDGLINE Pasco Bakotich Ill 06-03-11 LINE EDGE sriuEcexN ENONEER — LINE T wmh:w� vm o.wmm.nr aL T,.,uRmdan HIGH-SPEED APPLICATION LOW -SPEED APPLICATION S HIGHPEED APPLICATION -" 1 1 ASBUILT DRAWINGS N0. REVISION 07 25 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept U J Z a_ I— Z W 2 W O , n 2 n O I— v J A-NNNNNNN 'D IN COMPLIANCE WITH CITY OF RENTON STANDARDS In O CC w I U) W cc DATE: 11/21/17 U <1•�� GHC LONACRES — METRO BUS STOP IMPROVEMENT FIELDBOOK: PAGE: RENTON, WASHINGTON `J z DRAWING N0: PAVEMENT MARKING, SIGNAGE AND PM-04 O TRAFFIC SIGNAL DETAIL SHEETS J U SHEET: `t ^ `t OF: ^ T-388304 w z Ld 1 T 5 TYP. 9 4 - - - 68 21 11 - 24 12 2 U) I 4 11 I z I I • Q 8 • 1:10 SCALE NW CORNER U LL 0 m 0 9 R/W r w L 16 w rr 8 Q U Q 99+00 0 _ _ 15 J L/ 6 U 2 _ - VL51 /21 0 F FBR _ FBR FBR R/W Y- 6 A 48A .� I 3 7 R/W - LU FB \ R 1:10 SCALE SW CORNER R 5 \ SV0 ICI - 14" E- JEL JEL E - FUE IOTE: THE ENGINEER SHALL REVIEW AND APPROVE LL SIGNAL POLE LOCATIONS PRIOR TO OUNDATIONS INSTALLATION. IT IS RECOMMENDED HAT CONTRACTOR POTHOLE POLE LOCATIONS PRIOR 0 SHOP DRAWING PREPARATION. 11 9 4 1 7 1 6 69 - R - \ W 1 � \ - 6 3 3 20 S1 10 12 2 88 - - 6 22 - - 4 1:10 SCALE NE CORNER 3 18 � OPL - 1► II III ��� _ o wag o ■� e 2 ; _ O ---- .� . 1z 4WTR 0 ,R �� - Q) S 1 M 0 11 I M 22 6 I VECTOR 2-- LV-� a 10 (z)- O2H S%7 E� Eo +1 51121 101+00 S3 14 �' I S3 - 1 ` w �11/61 VECTOR 4 I � �� 18 22= -L/ SD- SD i �D S2 14 �L 1 j161 48 8 ,� 14 I - V �� 0 3 _ - 16 S1 5 � .1 41W 29 I 28,E 89 0 P sv. ` 1 \ 17 I \ 16 29 3 S1 S V �4V 1_� ___ - 6 \ 6 SIGN LEGEND S 1 SW 27TH ST LEFT TURN YIELD LEGEND - BLACK D3-101 ON FLASHING ARROW - YELLOW VARIESx 12" S3 OYELL OWQ BACKGROUND - WHITE s2 INACHESAVE SW CUSTOM D3-101 30"x36" VARI ESx 12 " 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 �q*aR, T. ' 35635 Q e101 STE�� G�2 NA. L�� PP 19 R/W 4 / 4 S2 5 4 1 � � 4 5 1 21 4 6 1:10 SCALE SE CORNER N ' Is 10 40 0 20 60 SCALE IN FEET r� SECTION 25 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. SIGNAL CONSTRUCTION NdTES: 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE, SHEET TS-04. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE PRE-EMPTION DETECTOR, ONE STREET NAME SIGN AND ONE TENON ON MAST ARM. INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 69, AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 69 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE WITH SHORTING CAP PER CITY OF RENTON STD PLAN 117.3. 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 88 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 88. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. 0 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 89. PEDESTRIAN PUSHBUTTON SHALL FACE WEST PARALLEL TO CROSSWALK. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE, SHEET TS-04. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE PRE-EMPTION DETECTOR, ONE "LEFT TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE STREET NAME SIGN AND TWO TENONS ON MAST ARM. INSTALL ONE TERMINAL CABINET AND ONE PEDESTRIAN SIGNAL HEAD 89 ON SIGNAL POLE. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 28 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 28. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10 AND POLE SCHEDULE, SHEET TS-04. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS VIDEO DETECTION CAMERA, ONE PRE-EMPTION DETECTOR, ONE STREET NAME SIGN AND ONE TENON ON MAST ARM. INSTALL ONE TERMINAL CABINET, ONE PEDESTRIAN SIGNAL HEAD 29, AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 29 ON SIGNAL POLE. PEDESTRIAN PUSHBUTTON SHALL FACE NORTH PARALLEL TO CROSSWALK. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 48 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 48. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. OCONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 49. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-26.10, POLE SCHEDULE, SHEET TS-04. FURNISH AND INSTALL BLACK TYPE III DECORATIVE SIGNAL POLE WITH TWO VEHICLE SIGNAL HEADS, ONE VECTOR VIDEO DETECTION CAMERA, ONE PRE-EMPTION DETECTOR, ONE "LEFT TURN YIELD ON FLASHING YELLOW ARROW" SIGN, ONE STREET NAME SIGN AND TWO TENONS ON MAST ARM. INSTALL ONE TERMINAL CABINET AND ONE PEDESTRIAN SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION ®� L_ m JUNCTION BOX TYPE 1,2,8 (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD _+_0_ PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA o- LUMINAIRE POLE SIGNAL POLE TYPE III O TYPE PPB OR PS POLE �- PPB EMERGENCY PRE-EMPTION DETECTOR TENON - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET W/BPS ® CONTROLLER CABINET O DETECTION LOOPS OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE Z� WIRE NOTE SIGNAL HEAD 49. FURNISH AND INSTALL ONE DOMUS 135W LED DECORATIVE LUMINAIRE PER CITY OF RENTON STD PLAN 117.3. ®10 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-21.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PS SIGNAL POLE WITH ONE PEDESTRIAN SIGNAL HEAD 68 AND ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 68. PEDESTRIAN PUSHBUTTON SHALL FACE SOUTH PARALLEL TO CROSSWALK. 11 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.10, POLE SCHEDULE, SHEET TS-04, AND POLE DETAIL, SHEET TS-02. FURNISH AND INSTALL BLACK TYPE PPB SIGNAL POLE WITH ONE NEW POLARA INAVIGATOR 2 WIRE APS PUSHBUTTON 49. PEDESTRIAN PUSHBUTTON SHALL FACE EAST PARALLEL TO CROSSWALK. O1 CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLLER/BPS/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.2. INSTALL TYPE P-PLUS TS2 TYPE 1 CONTROLLER CABINET (SIEMENS M60) WITH USB DATA PORTS AND ALL ASSOCIATED COMPONENTS (SPECIFICATIONS AND CONTROLLER SOFTWARE TO BE PROVIDED BY THE CITY) WITH FOUR PREEMPTION PHASES. THE CABINET DOOR SHALL OPEN TO THE NORTH. INSTALL ALPHA BATTERY BACKUP. INSTALL SERVICE CABINET WITH 1201240V SINGLE PHASE POWER. CONTRACTOR SHALL VERIFY CABINET LOCATION AND LAYOUT WITH CITY PRIOR TO INSTALLATION. OAPPROXIMATE LOCATION OF POWER SOURCE IN NEW PSE TRANSFORMER. THE CONTRACTOR SHALL COORDINATE WITH PSE ENGINEER TO CONFIRM LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO POWER SOURCE. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. O EXISTING STREET LIGHT TO REMAIN. PROTECT DURING CONSTRUCTION. O4 REMOVE EXISTING STREET LIGHT POLE, CONDUIT, AND CONDUCTORS. REMOVE EXISTING FOUNDATION. FILL AND COMPACT VOID. RETURN STREET LIGHT POLE TO THE CITY OF RENTON TRANSPORTATION MAINTENANCE SIGNAL/SIGN SHOP. 50 ALL JUNCTION BOXES OUTSIDE OF SIDEWALK MUST HAVE A CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 125. OINSTALL NEW CONDUIT TO EXISTING ILLUMINATION JUNCTION BOX FOR FIBER ROUTING THROUGH EXISTING ILLUMINATION CONDUIT. INSTALL FIBER, 1-24CT, FROM NEW SIGNAL CONTROLLER TO EXISTING CONTROLLER AT OAKESDALE AVENUE SW. FIBER TO BE INSTALLED IN EXISTING ILLUMINATION CONDUIT ON THE SOUTH SIDE OF SW 27TH STREET TO THE EXISTING SIGNAL CONTROLLER CABINET ON THE NORTHEAST CORNER OF THE INTERSECTION OF SW 27TH STREET AND OAKESDALE AVENUE SW PER FIBER OPTIC SPLICE SCHEMATIC, SHEET TS-02. CAP SPARE CONDUIT FOR FUTURE PEDESTRIAN LIGHTS. SIGNAL WIRING SCHEDULE RACEWAY CONDUIT SIZE VEH HEAD 5C PED HEAD 5C PUSH BUTTON 2C SH DETE� E.V.P. DETECT. 3C(SH) IL#8M SVC. PWR. 410 CONT. PWR. #6 _ 1 FIBER EQUIP. GRND. WIRE CONDUIT FILL ALLOW. FILL NEW NO. EX NEW EX NEW EX NEW 1 1 2" SCH40 PVC 1 1 1 0.280 0.890 2 2" SCH40 PVC 1 1 0.180 0.890 3" SCH40 PVC 1 1 1 1 1 0.550 1.950 3 3" SCH40 PVC SPARE 1 --- --- 4 2" SCH40 PVC 2 1 0.168 0.890 5 3" SCH80 PVC 2 2 1 1 1 1 0.930 1.950 2" SCH80 PVC SPARE 1 --- --- 6 2" SCH80 PVC 2 1 0.180 0.890 2" SCH80 PVC SPARE 1 --- --- 3" SCH40 PVC 5 6 2 3 3 1 1.950 1.950 7 3" SCH40 PVC SPARE 1 --- --- 3" SCH80 PVC 3 4 1 2 2 1 1.210 1.950 8 2" SCH80 PVC SPARE 1 --- --- 2" SCH80 PVC SPARE 1 --- --- 3" SCH40 PVC 1 2 1 1 1 0.640 1.950 9 3" SCH40 PVC SPARE --- --- 10 3" SCH40 PVC 3 0.219 1.950 11 3" SCH80 PVC 3 0.510 1.950 12 3" SCH80 PVC 5 6 2 3 3 1 1.950 1.950 2" SCH80 PVC SPARE 1 --- --- 13 MASTARM 1 --- --- 14 MASTARM 1 1 --- --- 15 MASTARM 2 1 --- --- 16 MASTARM 2 1 1 --- --- 17 MASTARM 1 --- --- 18 MASTARM 1 1 1 --- --- 19 2" SCH40 PVC EXISTING** 1 2 2 1 1 0.220 1.360 20 2" SCH40 PVC 1 1 0.040 0.890 21 3" SCH40 PVC 2 1 1 1 1 0.690 1.950 3" SCH40 PVC SPARE 1 --- --- 22 2" SCH80 PVC EXISTING** 1 1 0.040 1.360 23 2" SCH80 PVC EXISTING** 2 2 1 1 0.220 1.360 24 2" SCH40 PVC SPARE I 1 1 --- 0.890 *EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. **OTHER CONDUIT AND CONDUCTORS MAY BE PRESENT. AS B U I LTS 7/20/18 SURVEYED. SCALE. VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY 0 DESIGNED: DRAWN: JLS RENTON Nbz JLS ONE INCH DATU M • CHECKED: AT FULL SCALE GMD Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: CTB SCALE ACCORDINGLY PHASE DIAGRAM 01 05 02 06 o3 NOT USED NOT USED 07 04 08 PROTECTED VEHICLE MOVEMENT --- PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PRE-EMPT (VEHICLE) EVP A = 02 EVP B = 08 EVP C = 06 EVP D = 04 SIGNAL DISPLAYS 18" 12" OR 12" OR 12" OY 12" OY 12" . 12" in 16" Cl)z J 12" G/ FYA � PEDESTRIAN HEADS VEHICLE HEADS VEHICLE HEADS NEW: 28,29 48,49 1= NEW: 22 NEW: 51121 68,69 42 V 11161 88, 89 62' � 81,82 O ALL VEHICLE AND PEDESTRIAN DISPLAYS SHALL BE LED. ALL VEHICLE HEADS SHALL HAVE 12" LENSES AND TYPE M U) MOUNTS (CONNECTED BETWEEN THE RED AND YELLOW SIGNAL FACES). m ALL PEDESTRIAN HEADS ON TYPE II OR III POLES SHALL USE 0 TYPE E CLAMSHELL MOUNTS. ALL PEDESTRIAN HEADS ON TYPE PS POLES SHALL USE TYPE D TOP MOUNT. II- w A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS w cc U Q 0 z 0 J DATE: 03/10/17 =R GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK: RENTON, WASHINGTON PAGE: DRAWING N0: TS-01 TRAFFIC SIGNAL PLAN SHEET: 3 OF:9 T-388305 U) z Q U n O U) U) D m O rr uJ U) UJ rr U rQ V z 0 J U 2 w Q Z J DETAIL POLE PLACEMENT FOR POLES 2, 5 & 11 POLE 8"=PPB, PS BASE 18"=TYPE II, III PLATE\ NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 3 POLE 4'X4' BASE ____LEVEL PLATE OLANDING 1 1 UTILITY 0' MAX POC TO PPB NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 7 BACK OF SIDEWALK 1 1 COIL N� POLE U- BASE PLATE NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. DETAIL POLE PLACEMENT FOR POLE 10 4'X4' POLE LEVEL LANDING--,,- BASE t- I � PLATE I � �U 8 "= PS NOTE: SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. 10 40 0 20 60 SCALE IN FEET 19TENW SHEET TS-01: • CONSTRUCTION NOTES • WIRE SCHEDULE • BREAKER SCHEDULE SHEET TS-03: • WIRE DIAGRAM SHEET TS-04: • SIGNAL POLE SCHEDULE DETAIL POLE PLACEMENT FOR POLE 8 POLE BASE^ NOTE TO LEVEL LANDING SIGNAL CONTRACTOR SHALL COORDINATE WITH THE CONCRETE CONTRACTOR TO ENSURE PROPER RELATIONSHIP BETWEEN THE SIGNAL POLE AND ADA RAMP. BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR VOLTS MAIN 2P-200 AMP --- 1201240 SIGNAL 1 P-50 AMP --- 120 ILLUM A SIGNAL ILLUM)2P-20 AMP 30 AMP 240 ILLUM B SPARE 2P-20 AMP 30 AMP 240 R/W SIGNAL & ILLUMINATION GENERAL NOTES SECTION 257 TOWNSHIP 23 NORTH, RANGE 4 E, W.M. 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. J. 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 LINES OR SUBSURFACE EXISTING OR FIRSTEOUSINOONLIWIHSSUR DCEHOAVT)WI PORDRLFOBNESSITEGRORCONDITIONS T�ATATEEAI RETCFCTS�TOUBFACEELKADDTIALYTHESEOUMNTSS E THAT THERE UTILITIES. ADDITIONALLY, CONTRACTOR SHALL CONFIRM THAT THERE IS A )WINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED SIGNAL AND LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 17. FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL 425-430-7423. 18 RESIST NTT I ALLBJUNCTION SHALL BECORRECTLYACCESS, URRENT" SHALL BE NON—SKID, SKID SIDEWALK (LIGHTING, SIGNAL CUNCRETE ALL PERRSCIT Y OF RENTONASTANDARD (PEDESTRIAN 18. ALL PUSH BUTTONS SHALL BE POLARA EZ NAVIGATOR WITH ONE (1) PROGRAMMING NOTE FOR THE ENTIRE INTERSECTION. — ❑❑ lt_� _— M M � M D C) R/W M 7777� M 2 (!1 r 101+50 102+00 M = �02+50 SYV 27%/� s� ITT _ CO (27— L 1/V , 103+00 M D E) SD —1 N _D SD D SD _ U) _ U1J CD �— N —GAS GAS GAS T T T_ T GAS U-1 E A� O �S••oF wAsyB�� _ o 2. IFS p, 35 ST6�'0�0..- S�ONAL•��G _12 Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 � 35635 Q �c�STv ; ibhsi2 31orl? 19 6 I _ SD R/W aS - M- —GAS _ -- E �- �6 Gq GAS P, R/W RIW 0 so M M SW 27TH ST SD SD — — — — — — — — — — — — — — — —� — — — — GAS — GAS T GS — A— as FIBER OPTIC SPLICE SCHEMATIC 24 SMFO 24 SMFO 24 SMFO 24 SMFO GRADY & OAKESDALE (NB) 43RD & OAKESDALE (SB) 27TH & OAKESDALE TSC 27TH & NACHES 1-12 1-12 1-6 1-6 13-18 13-18 7-12 7-12 19-24 19-24 OLD 13-18 NEVI 13-18 19-24 19-24 r AS BUILTS REVISION NEW 7 20 18 SURVEYED: DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB a %7M-xl 1i I �06\11 Lis L� SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION �- m 0 JUNCTION BOX TYPE 1,2,8 (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD -# ► PEDESTRIAN SIGNAL HEAD VIDEO DETECTION CAMERA LUMINAIRE POLE SIGNAL POLE TYPE III O TYPE PPB OR PS POLE PPB EMERGENCY PRE-EMPTION DETECTOR -A TENON - - - - - - CONDUIT/CONDUCTOR ® ® ELECTRICAL SERVICE CABINET W/BPS ® ® CONTROLLER CABINET O DETECTION LOOPS OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE WIRE NOTE \-- - -- --RIW \ I \� 0 0 0 U Q J I I I I 1 2 6 o o z J 23 6 GAS 1@ 0 G - I- , - U Lu- R/W O N Cn W 3 m NEW FIBER SPLICE TO CONTINUE TO SW 43RD ST w SEE FIBER OPTIC SPLICE SCHEMATIC, THIS SHEET. A—NNNNNNN 21 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn W IIr CU Q 0 z O J CU SCALE: VERTICAL: NAVD 1988 • DATE: HORIZONTAL: NAD 1983/1991 CITY OF 03110117 GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK: RENTON RENTON WASHINGTON PAGE: ONE INCH DATUM • 1 DRAWING N0: AT FULL SCALE Plan ning/Building/Public Works Dept. TS-02 IF NOT ONE INCH SCALE ACCORDINGLY TRAFFIC SIGNAL PLAN SHEET: OF: 4 9 T-388306 SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. T PPB 68 0 764 B 765 PED HEAD 68 R 1761 HAND D G 17621 MAN W+0 17631 COM U u� Cf) z a J n U n 0 Cn Cn m 0 rr CLU G i Cl) LU rr U Vram z 0 J U r= 0 w Q z J L, U LO I JB POLE 10 POLE 9 3-2CSH 3-3CSH 12-5C 3—VIDEO POLE 11 1-2CSH ��-2CS— _W 745 PPB 49 1-3CSH 0 3-5C -1 -VIDEO 3CS VIDEO U U) R 661 R 0 662 A G 663 G SIGNAL W 664 HEAD 62 U 8 666 U) R 661 R CAMERA 2 0 662 0 G 663 G 0 961 j� W 664 W Y 962 I EVP C 'PTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 U 0 `U M`n R= 681 R --O= 682-0 --G= 683 G --W= 684-W R 681 R R 681 R - —B= 686 B A 682 0 A 682 0 941 0 G 683 G G 683 G 942 Y 684 W 684 W 945 BI 686 8 1 1686le-8 0 � � SIGNAL CAMERA SIGNAL EVP B HEAD 81 3 HEAD 82 N0. AS BUILTS REVISION 3CS POLE 1 LUMINAIRE U to PED HEAD 69 761 R Q1HANDI MAN 17621 G COM 17631W PPB 69 764 0 765 B PPB 88 784 0 785 B PED HEAD 88 HAND 781 R MAN 782 G COM 783 W 0 7 U 20 IO SURVEYED: I DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE A P P R APPROVED: CTB 5C JB POLE 2 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3-2CSH 12-5C 3-3CSH 3—VIDEO 1-3CSH 2-5C 1—VIDEO 1-5C VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M JB C TY 0E RENTON Planning/Building/Public Works Dept. 2-5C 1-VIDEO 1-3CSH z O U w I- w 0 w O O J F1 w J D 04 931 932 935 z = w B 08 941 942 945 w c� w Lz A 02 951 952 955 w C 06 961 962 965 Q N Yw wu) U 0- Q� 2�w w u) Q= U a_ Q (.0 2�w w u) U a_ ¢co 2�w LUQ U a_ w Q� O DC/) cn w O� w 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 SERVICE CABINET CONTROLLER SPOWER OURCE CABINET 3-#6 J 3-4/0 J FIBER TO 2-2CSH 3> OAKESDALE 4-3CSH AVE SW 14-5C 1-24CT 4—VIDEO CONTROLLER CABINET o � TO SERVICE CABINET VIDEO 1 VIDEO 2 VIDEO 3 VIDEO 4 741 48 49 04 742 743 744 745 761 69 06 U) 0 w 762 763 764 765 781 89 08 = 0 a- 782 783 784 785 721 28 29 02 722 723 724 725 611 11 01 612 613 615 616 621 22 02 622 623 625 626 641 41 42 04 U) 0 Q w 642 643 645 646 651 51 05 Q z O U) 652 653 5 6$ 656 661 61 62 06 662 663 665 666 681 82 08 682 683 685 686 U w z z 0 U 0-1 w 501 AC- LU 0 502 AC+ LU U Q J q0 Cn z Q J a_ U a_ 0 I— Cn Cn M� W 0 I— Ir w A-NNNNNNN 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn W rr U Q C� z 0 J DATE: 03/10/17 = GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK: PAGE: RENTON WASHINGTON 1 DRAWING N0: TS-03 TRAFFIC SIGNAL WIRING DETAIL SHEET: 5 OF:g T-388307 J z J i J T-388308 SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. Cn z n I- 0 n 0 Cl/) C ) 0 I- IIr 5W L 1 Cf) W rr 0 Q 0 z 0 J 0 0 Lit Q z J lL POLE _ 4'-0" _ .f. UMINAIRE ARM LENGTH)'; - 2' TANGENT ' S' R 1 i, - I ' I 35- DIA HOLE 6'-0" (LUMINAIRE ARM LENGTH) ` 16 R �2z 3/4" - 1 1/2" DIAMETER WIREWAY I L 4" OD HOLE i ,O (LUMINAIRE ARM LENGTH) 30' R 30" 1 ( I - BRACKET SIDE VIEW DETAILS I' �- 4' OD HOLE TO'-0" - (LUMINAIRE ARM LENGTH) 45' R I A 36- - I I ` 4 OD HOLE ROUND CAP ALUMINUM SHROUD (BY MANUFACTURER) MANUFACTURER - - 12•_0• SHALL WELD SHROUD - _ (LUMNAIRE ARM LENGTH) ALL THE WAY AROLND u� - 60' R 46, LUMINAIRE ARM 1: CLAMP -ON TO LUMINAIe: 4. OD HOLE a �' I UMINAIRE CONDUCTORS w o =J DECORATIVE LUMINAIRE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET DETAILS ti�Y O � � + PEBLIC WORKS LUMINAIRE ARM AND MOUNTING � STD. PLAN 117 1 DEPARTMENT � Z BRACKET DETAILS Rove 4e4f 4 / l N n x a� B y z 2 W �2 J LO 1•l 1 � I $�� '1' I I �'U <­4 MO rTt-�; NI Z W L- - -J ( 8S C7 � W .� Z I in 1 1 Q_' 1 "I 1 (( C ( 0W a z< d wa r 5 >3 NI God wa Zggq d e W iK N l/ @V 2p= mZ Y L+ i�Q pqY` aE 'GsOy Q of F rn € y of I IVY`vJ SS'�Ea 0 O-O ° I - - --- zi UJ ti� �N6n �� ° 1.0 gp� z Will, M gg Zs aX Lei 313 5 w H H SQ y O 7 Es7 I � Q 5611 LI_-- �n I to q IDZLaa U O G PUBLIC WORKS SERVICE CAB W/ BBS ATTACHED PLAN - 122.2 DEPARTMENT FOR SIGNALIZED INTERSECTIONS L) FN O I L 7_ AIL a. o I I I N 1 I W I N 0 I I I m o I I S 3.ON) PIPE GP ip TOP OF POST 3• (M PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutlon details. STAINLESS STEEL FLAT WASHER (TYP.) - _ _ _ - _ 2. Where shown in the lane install plaque R10-32P "PUSH BUTTON FOR 2 SECONDS FOR EXTRA P P g ( ) THREE 1W STAINLESS TOP of Posr T7 CROSSING TIME" above the Accessible Petlestnan Signal (MPS) assembly. Add 14" (in) to post (IN) STEEL HIX NUTS _ -j - t-; --, b hegM to accommodate plaque and leave a 2" (in) space between signs. 1M' ON) • 1 14' (IN) LONG GROUNDING CONNECTION - a 3. Mountingtllstarlces vary between manufacturers. See manufacturers recommendations for mountin information ry 9 U STAINLESS STEEL THREADED STUD - -- SEE DETAIL AT LEFT i EQUIPMENT GROUNDING ' I�. 0 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard EQUIPMENT GROUNDING POST CONDUCTOR YYALL CONDUCTOR AND FULL CIRCLE CRIMP -ON CONNECTOR - CRIMPED FIELD DRILL AND TAP FOR I 'iF WTH A MANUFACTURER'S RECOMMENDED CRIMPER 11 IX20 THREAD BOLT (TYP.) - ACCESSIBLE PEDESTRIAN iM * SIGNAL(APS)ASSEMBLY GROUNDING CONNECTION • WELD STUD TO POLE WALL TO DETAIL MAXIMUM EXTENT POSSIBLE ■ C 0 S/p' (IN) ROLE ( TER w HOLE (TYP) m 0 8' (IN) DIAMETER - BOLT CIRCLE (11r (IN) MINIMUM WELD) - B 1a' (IN) DR LESS DESIRABLE - 1B" (IN) MAXIMUM 1 IW (IM DIAMETER Sip- (IN) DIAMETER -- -- -- HOLE HOLE POST DETAIL 5 1W ON) STEEL PLATE PEDESTRIAN PUSHBUTTON POST - W STEEL PIPE (SCHEDULE 40) ANCHOR BOLT TEMPLATE T 3W (1Q CHAMFER (TYP.) 59"OM OLEO ER HOLE (TYP.) tN ~ FINISHED GRADE -. S' (IN) DIAMETER BOLT CIRCLE I. DIAMETER YYYJJJ HOLE �- 1n' (IN) T ON) STEEL PIPE SCHEDULE ( +O STEEL PLATE BASE PLATE DETAIL EQUIPMENT GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR 1y!" (IN DIAMETER STEEL HEAVY HEX NUT, WITH FLAT WASHER, TWO EACH 3116 REDD. PER ANCHOR BOLT - MIN. OF TWO THREADS ABOVE TOP OF NUT OR 515^ (IN) MAXIMUM (TYP.) •� GROUT PAD - INSTALPLUMBLAFTER 3/8. (IN) ,LAB PLUMBING STANDARD DRAIN TUBE ,e Z' (IN) PVC STUBOUT °.DETAIL O .. .. O w b_ I ROUNDING m a Y y CONDUCTOR CONDOR COUPLING - INSTALL FLUSH a i WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) A TOP Or rouNDAnoN PREMOLDED JOINT FILLER V ON) DIAMETER ELECTRICAL CONDOR =-Iull " RE FOUNDATION DETAIL 19TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 FINISHED GRADE`, t - ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED ELEVATION 1n' (IN) • 1 B" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED PER ASSEMBLY in' (IN) DIAMETER STEEL HEAVY HEX NUr6 - FOUR REQUIRED PER ANCHOR BOLT PERSPECTIVEVIEW HER T 'G S'ONAL IIOiI / 3' EDGE OF SIDEWALK TOP OF SIDEWALK Q� R. W 1A,g6r/ B A A: A ro OrO �BOi cTBP`� `2W �SSyONAL gNG �J� � He,l 'rre /.rra Cgw# run fir0144211 •M ACCES8I9LE PEDESTRIAN PUSHBUTTON POST (( Il AND FOUNDATIOIJ STANDARD PLAN J-20.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLIGTION Twaehl„i..,, sla. b.wnn,.,n w r,..ren,xen c NOTES 1 "We r "Vil" PMa L• IgCa (ad .ithrn a ai00wa1H, Construct pad top Auer with sict.01N grod4 amittinp [homier .har• top and side:•i'k obit. M0u ( Soo snail be Finirhed by i e cre le contractor oMd shoo most ill Murei sn i Of ••ot�on 8-14.3 b the WS0,DT Slandwd SpemiMitlina. T- Pad maynt dlealgn is typical. 3. Place a alienme MW bil l•Ne feuna•Ikm anal vaalnel. 4. Anrnar bilti arts the-., •pacing is be p pplled by eah*et and sNIb.m4l ted to lnr ­gnF.II.r er for C-WIJclurer ot.etzir S. Coadult slim/Ruinlli•• Fir the ci.lrill er and emtoclm enhilels shall be k.rtali•d per one c trocl Plane. plus one Z• spwe copped apt past the il-nelation. 6. Cie•cr•l. shall be Cla.r 3000. YK,• li ylrn•rn -Snri 1. p- 7. 2- tianaurl anon b• pla[•a Trim in. cinlaclW l0 111e CUMIJ nea eonleoe.r�BBS cubrn•t_ See rvaie 3 See Hare 3 B. Each ca h:le! 111WI nova a i{" Wometer plosUe drab vlpr $m In ptYkrl - na•pr J See H•ie 3 �q egad ep¢..es)' i 9. LMAty CarlauHj Lani,ally eelih'n lae CahM•t•- 2• qe 10. When na Inree caalnels i.e La he InelaNed seal Waco allows, _ T c tbined foundation sn04 he used- L 11711 ,- to x• S- YIN 3/8' niensento, PlmUe h.fi fern low ceaN.11 -� Ila, dionnow pLOII't dra`1 (one Per cab)nal) - 3 - �4 Renlere9 q Bar (eq pl pgc4} Sev Note T ]IB" deIImrler p'entr: r 5 Li v4­1 t' Sea Nat! 5 r Hwiieinl ul J-. N a n 'COMBINED FOUNDATION f REINF_ RAR D1�6{ 3 - FO R.r~farcinq Bar Iq ngpp7 I {raid gpocesl Cenfact er Canirgdler 10• C�idih [ ti . CWWilut ICI PLAN VIEW COIWiBIN£0 D7NTROIJiR/BRSJCONTACTOR FOUNDATION PUBLIC WORDS j CABINET FOUNDATION DETAILS DEPARTMENT I NOTES REINFORCING STEEL BENDING DIAGRAM l IF (. T'D" 1. Clamping bolts shall be tightened to 50 fit-lbs max. torque. After state inspection, burr threads to prevent SEE STD. SPEC. 9-07.1(2) FOR BENDING DUIM. V (IN) DLAM. O M I nut rotation. DO NOT OVERTIGHTEN. HOLE (TYP.) I I TAPERED STEEL SHAFT 2. The final height of the Anchor Bolts shall be bell the top of the slip plate assembly to ensure proper i'-T 1'-T' -'.Q (SEE NOTE 1)"--'--- ""'--"-"1 function of the slip base. j 21lY CLR I e �.�- 3. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be damped ' ' !�$r . �:� `, �' to vertical rebar with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to 135' o grounding stud with II i n connector trim manufacturer recommendedcrimper). 2•-r le o l a to Circle trim with a _ ,r_:O 11'.•P ( Pod HOOK I 1 9 9 P-o C ON) DIAM. BOLT I N f, 1 (TYP.) lO _ _ CIRCLE 11 17, i.: 4. Junction box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. O Q ELECTRICAL : r-=: .. 'T+ M 8/q^ (IN) STEEL t/e COIN M I I- .•_ 5. Provide cable tie at wiring entering the junction box (for slip base installations only) - See Detail A, PLATE WITH HOLE • y18 1.....-.._....--- ...._........ Standard Plan J-28.70. POLE BASE + 1B" IIN) CENTER ANCHOR BOLT Q8 M B. Keeper Plate Shall not extend beyond the edges of the pole base plate. BASE PLATE DETAIL ASSEMBLY IN FOUNDATION EIGHT REQ'D. DIMENSIONS ARE OUT TO OUT SECTION O Q M w -- SIGNAL STANDARD EQUIPMENT GROUNDING 3 M EIGHT READ. o a • • z�,r,rtp SUPFITTER TOP OF j CONDUCTOR \" 1 POLE I i .,,• ._` `" j Y (IN) PVC STUBOUT " b I GROUNDING STUD WITH NUT- I SEE STANDARD PLAN J-20.20 FOR ( ) " N o ! GROUND CONNECTION DETAILS ! BASE ASSEMBLY-3/4' IN '" �' DIAM. STEEL HEAVY HEX NUT, WITH m ELECTRICAL �: - 45; • ..; ! FLAT WASHER -TWO EACH REQ'D. CONDUIT _e_a I SUPPLEMENTAL GROUNDING CONDUCTOR ! PER ANCHOR BOLT -MINIMUM OF �, SIGNAL STANDARD ! (SEE NOTE 3) ! TWO THREADS ABOVE TOP OF "-- I NUT OR SIB' (IN) MAXIMUM (TYP.) a CENTER ANCHOR BOLT yq^ (IN) STEEL BASE PLATE ASSEMBLY IN FOUNDATION ! (SEE DETAIL) TOP OF FOUNDATION SECTION O ! ¢ GROUT PAD - INSTALL AFTER ! PLUMBING STANDARD I R2EMOLDED PAVED _ SEE DETAILS ABOVE MATCHLINE FOR r �- JOINT FILLER SURFACE SQUARE CONCRETE FCUNDATION m ale' N G I.D. DRAIN ; {� i u 2" �__ YILTCHUNE USE DETAILS ABOVE MATCHLINE FOR i UNPAVED _TUBE IN GROUT PAD SURFACE ROUND CONCRETE FOUNDATION ' O 1' To r (IN) OU1M. HOLLOW IN ' ! i CENTER OF GROUT PAD LEVEUNG N P.) I - MATCHLNE x :iI 3/4" (IN CHAMFER OYP.) i _� ANCHOR BOLT (TYP.) UNPAVED SURFACE PAVED i CONDUIT COUPLING - INSTALL FLUSH SURFACE WITH TOP OF FOUNDATION 3/C (IN) CHAMFER (TYP.) (DM CLAMP CONDUCTOR TO STEEL REINFORCING (DO NOT GLUE PVC STUBOUT) THREE REDO STEEL REINFORCING WITH BARS UNPAVED SURFACE LISTED CONNECTOR PAVED SUITABLE FOR USE n " ~ SURFACE EMBEDDED IN CONCRETE B ELECTRICAL CONDUIT - SEE I. CONTRACT FOR DIAMETER :y z I• ._ _,y„ DETAIL OC E- to N (Tk a".' _1L_. f b z OM iii b P N4 144I (TYP-)I,> O� A 3992o O h' •I' b N B B019T80.H' `2 __ b 1W(14 STEEL S G S ELECTCONTR CONDUIT - SEE H DMA(. i� ('LATE ONAL ELECTRIDAL CONDUIT -SEE CONTRACT FOR DIAM. ��-� b HOLE (TYP.) - - � e CONTRACT FOR CLAM. •.� , I' +. O2 M e J _ _ _. q: - l�,,( - Wiley, Ted FNE REO'D n E 1 12• 1 r' 1 1)Y ^"`^" /" Jun 2b 20I4 4:29 I'M ANCHOR BOLT ASSEMBLY - E ANCHOR BOLT TEMPLATE - ANCHORBOLTASSEMBLY TYPE S PS TYPE 1 RM TWO REQ'D. PER ASSEMBLY '1 j 7 b T .---III--IIj ANCHOR BOLT TEMPLATE - FB SIGNAL STANDARD p J1I 8 ANCHOR BOLTS- jl r TWO REaD. PER ASSEMBLY --;-F, h'. ,_ � pgNJ BOLT CIRCLE FOUNDATION DETAILS 314" RE x 30"(IN) FULL THREAD - G - THREE REO'D. PER ASSEMBLY JI Imo. ANCHOR BOLTS - 3/4" (IN) DIAMETER STEEL • •' 3W (IN) x 30"(IN) FULL THREAD - •'j �. STANDARD PLAN J-21 .1 0-04 HEAVY TE NUTS - FOUR REVEL PER ASSEMBLY 2 1/7 CLR U ANCHOR BOLT TEMPLATE SHEET 1 OF 2 SHEETS FOUR RED'D. PER ANCHOR BOLT 2IW CUR g' 34" (IN) DIAMETER STEEL 2• _ p HEAVY HEX NUTS - APPROVED FOR PUBUGTION FLATWASHERS- ) O SQUARE FOUR REQ'D. PER ANCHOR BOLT FOUR REO'D. PER ANCHOR BOLT FLAT WASHERS - ti'• ,.^,e-ni. , . ry ROUND 1• FOUR REO'D. PER ANCHOR BOLT ererercs.xEnixrea ELEVATION ELEVATION T Wa.hinpen Sblr Drpanm.+d honq,e,gNan ROUND CONCRETE FOUNDATION DETAIL FIXED BASE SQUARE CONCRETE FOUNDATION DETAIL SM. PLAN - 126.2 SLIP PLATE - AY 35 7 qAM HOLE VBN (TYP.) ON) W W HOLE (TYP.) SLIP PLATE ASTM A572 GR. 50 .l_ry 1' - 3' DIAM. i TAPERED STEEL OR ASTM A588 V- T DIAM. ` I BOLT CIRCLE SHAFT WALL T LE I I i BOLT CIRCLE HOLE DIAM. = 7/iB" (I b -> - 1'_3' DIAM. POLE .-.,�N I 1/B BASE R. a �ECTIII tT CIRCLE VtC (IN)�9/18tl3},., I SECTION O All EQUIPMENT GROUNDING e" (IN DIPM. T (IN) DIAM. HOLE r ! tT (IN) DIAM. HOLE r ! ) SIGNAL STI CONDUCTOR HOLE C PI - - HEAVY HEX CLAMPING BOLT I I ` BASE PLATE - I I ANCHOR PLATE - 2 r I KEEPER PLATE 7 r � GROUNDING STUD WI5IB' (IN) R g i 8' ASTM A572 GR. 50 B' ASTM A38 C i 81/C NG BOLTSI (SEE NOTE 3) SEE STANDARD PLAN J-2 (TYP.) I OR ASTM A588 GROUNDING CONNECTION DETAILS a" B 1/2" (28 GAGE SHEET METAL) FOR DIMENSIONS NOT SHOWN, (IN) DIAMETER STEEL HEAVY ' PUCE BETWEEN POLE BASE PLATE AND SEE SLIP AND ANCHOR PLATES DETAIL SUPPLEMENTAL GROUNDINUT (TYP.) -SIZE TO MATCH FOR DIMENSIONS NOT SHOWN, SLIF PUTS ON TOP OF MIDDLE WASHERS - CONDUCTOR (SEE NOTE MPINGBOLT SEEBASEPUTEDETAILSEESTANDARDPUNJ•2a.g2BASEPLATEDETAIL KEEPERPLATEDETAIL3/4"(IN)DIAMETERSTEELHEAWPUTEWASHER(T'P) SLIPANDANCHORPLATESDETAILMEXNUTANDHARDENEDWASHER-3#qTWO EACH REQUIRED PER ANCHOR BLOT3/1"(IN) BASE PLATE TOWARD ROADWAY EOM°H7 REQ'D. 7/B" (INDIAMZ_pHOLE WW SMOOTX �TOWARD ROADWAY1 1/4' (IN) ANCHOR PLATEKLA2B GAGEEEPER PTE CENTER ANCHORBIXTAMFERED EDGESaqINI.O. DRAIN HARDENED ROUND WASHER TGROUT PAD - UBEINGROUTPADP.GIBOTO MATCH ASSEMBLY IN FOUNDATION(TY)- CENTER ANCHOR BOLTCLAMPIASSEMBLY IN FOUNDATIONTOPOFNCRETEPAVED SURFACE wfEIOFIT FOUNDATIONELECTRICAL CONDUITh pREDO.7 3/B' (IN) SLIP PLATE ELECTRCAL CONDUITUNPAVED AFTER PLUMBING F$ � �. `•, .yF �--•- o N SURFACE 1/2'ON) THICK I+2'I STANDARD WIDE • 2 3/4' (IN) LONG RYR) 20a+ STEEL BAR \: o"': aJ •�- T • 3' (IN) DIAM. �; SEE DETAILS ABOVE NATCXLINE - SECTION OD PLATE WASHER DETAIL GROUT WELL (TYP. • _"-J ) LEVELING NUT (TYP) - FIXED BASE SQUARE CONCRETE I I - 3M" (IN) HEAVY NIX NUT FOUNDATION, SHEET 1 -MA7CH.BE �- - SEE DETAILS ABOVE 11A7CHLaE - $ESECTIONO 3/4"ON) • 2' -8" ANCHOR BOLT (rr P. - I I; AND HARDENED WASHER j IPLACED BASE SQUARE CONCRETE FOUR REQUIRED (SEE NOTE 4) I I FOUNDATION, SHEET 7 MATCHLINE CONDUIT COUPLING -INSTALL FLUSH CLAMP CONDUCTOR TO I WITH TOP OF FOUNDATION (DO NOT I i STEEL REINFORCING WITH GLUE PVC STUBOUT) 314" (IN CHAMFER I 2 AMI LISTED CONNECTOR �F O SUITABLE FOR / I ELECTRICAL CONDUIT - UNPAVED SURFACE IF ELECTRICAL REQ'D. 3/4" (IN) CHAMFER (TYP.) F j iQ p{ EMBEDDED IN CONCREUSETE / SEE CONTRACT FOR DIAM. PREMOULDED A...� THREE REQ'D. El' (IN) DIAM. HOLLOW J STEEL REINFORCING JOIM FILLER UNPAVED SURFACE BARS PREMOULDED IN CENTER OF FILLER GROUT PAD DETAIL O V E SQUARE FOUNDA ON SHOWN �Q. �OSrEP/j T, °,�� � O��OF •fib/'�' 9 5= 5 13/18' ON) DIAM. A AA s N S ca _ EE ff Z �,.L� ,, I z 1f'�'J ••I.(TYP) O M I I EIGHT REDO. OO 04 ••I"• - :I '•I'' b {'A TACK WELD - AT 9 4nt EIGHT REO'D ALL OVERLAPPING �,n AB 39e2o e0 Ay b, LOCATIONS (TYP.) B 019T1iT' \� ELECTRICAL CONDOR- 1 ELECTRICAL CONDUIT - SEE CONTRACT FOR DU1M. SEE CONTRACT FOR DIAM. ? H,B<r. Fee 1 Jun 26 20144�29 PM " ANCHOR BOLT ASSENBL ANCHOR BOLT ASSEMBLY 1 _ STRAP TEMPLATE - �^' ' • - l4� STRAP TEMPLATE 1/4" (IN STEEL BAR [TYP.) - TYPE PS, TYPE 1 RM THREE 1/4' (IN) STEEL BARS- THREE 1/4' (IN) STEEL BARS- I 2' (IN WIDE • 1'-3' LONG 8 FBI SIGNAL STANDARD TWO REQT). PER ASSEMBLY TWO REO'D. PER ASSEMBLY Z1Q„CLR V � FOUNDATION DETAILS 3/q' (IN). 30' (IN) FULL ILL 3/4"ON) x 30"(IN) FULL �i STRAP TEMPLATE DETAIL THREAD ANCHOR BOLTS- Ji THREAD ANCHOR BOLTS- Y-0• STANDARD PLAN J-21.10-04 THREE REO'D. PER ASSEMBLY THREE REQ'D. PER ASSEMBLY SQUARE 3/4' (IN DIAMETER STEEL 21/Y CLR 3/1' (IN) DIAMETER STEEL SHEET 2 OF 2 SHEETS HEAVY HEX NUTS - HEAVY HEx NUTS - APPROVED FOR PUBUGTION FOUR REQ'D. PER ANCHOR BOLT 2' • 0" � FOUR REQ'D. PER ANCHOR BOLT /� ®.,(/ r.,.. FLAT WASHERS- ROUND FLAT WASHERS- ��_Pn FOUR REQ'D. PER ANCHOR BOLT a FOUR REO'D. PER ANCHOR BOLT DeAleaOxw BlalxBA ELEVATION ELEVATION � Wyyp„ Sy aeP•rlmwr al T•nry•rArtlar, ROUND CONCRETE FOUNDATION DETAIL SLIP BASE SQUARE CONCRETE FOUNDATION DETAIL r Q 2 �s ��NALO��G\ FA'AARM 0 10 10 10 10 MLL IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS B U I LTS 7 2D 1 8 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • C T Y 0 o RENT 0 N + Plannin Buildin Public Works Dept. g/ g/ p GHC LONGACRES - MERTO BUS STOP CITY PLANS RENTON WASHINGTON 7 TRAFFIC SIGNAL DETAIL DAI L: 03/ 10/ 17 DESIGNED: LS FIELDBOOK: PAGE: DRAWN: JLS ONE INCH DRAWING N0: TS 05 CHECKED: GIVID AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R �APPROVED: CTB SHEEP: 7 OF: n 0 Z a `ter I- 0 O M� W O I- 5W L W 0 a G z O J 0 r= V T-388309 SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. U) z n I— U n O V Ir—n ) U) D IIn O I— rr W 73 VJ W rr U �Q�''[J V Z O J U 0 DIAMETER = 7/8" 4-7/8" 1/4" LOAD LINE 1/4" LFUSE O 1/8" CUTTING RINGS EPDXY FILL INLINE SPLICE WTt JF'LlUt SPLICE KIT I oOo c-' < z ~ x 3' 0 0 STREET LIGHT POLE JUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTION BOX NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD FUSE KIT & SPLICE KIT DETAILS �tiTY' o ADOPTED CITY OF RENTON ♦ i STANDARD PLANS IST DATE: 04/04 DWG. NAME: J013 SP PAGE: JO13 4" DEEP j • a Z •. " < J PLAN VIEW 1' INDIVIDUAL JUNCTION BOX (1 PUBLIC WORKS CONCRETE PAD DETAILS DSTD. PLAN - 120 ARVED �J2 DEPARTMENT if IPTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 NER T WAS e h� $• O�eA •,'P .3.56 O •: =fit/ F'•F��sTE�L't SS��NAL 3' AS PER PLANS CENTER OF SIGN AT OR AS DIRECTED BY CENTER OF MAST ARM ENGINEER MAST ARM SIGN MAST ARM SIGN SIGNAL A POLE —r P WE: VARIES �0M EVENLY �S, MAXIMUM SPACED A BETWEEN MOUNTING MOUNTING STRAPS STRAPS SIGN TO BE MOUNTED LEVEL AND HOLES DRILLED IN FIELD AFTER SIGNAL POLE IS LEVELED AND ALL SIGNAL FIXTURES INSTALLED. TYPICAL MOUNTING SCOTCHUTE SILVER ON GREEN 18" �/��, �:' VARIABLE STREET NAME -'LETTERS: B" - SERIES '•E" STREET CESIGNATION - LETTERS 4" - SERIES "E" 0.000 GAUGE ALUMINIUM SIGNS SINGLE MESSAGE 4 I L �:] Ran Awn- SnD (.. D e IN V O I lJ (/ i.. VARIABLE ALL LETTERS: 6" - SERIES "E•• DUAL MESSAGE PUBLIC WORKS SIGN MOUNTING ON SIGNAL STD. PLAN - 132.0 ®♦ DEPARTMENT POLE MAST ARM (FIXED MOUNT) 3/z6/is P MOUNTING HEIGHT 15 FEET 1-3/4" TO 2" 2" TC 2-1/2' 2-7/8" TO 3" INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. (i 1 NUMBERING �--1 EXAMPLES q C 45' + � TRAFFIC FLOW PLAN VIEW LED TYPE WATTAGE DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND Y °®♦ PUBLIC WORKS STREET LIGHT STANDARD STD. PLAN - 121 DEPARTMENT DECAL NUMBERING SYSTEM PRO ED: NO. AS BUILTS REVISION REFER TO WSDOT LOCKING LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-03 SPLICE KTS CLEAR EPDXY SPLICE KTS ON ALL THRU WIRE RUNS 4" CONCRETE PAD 2' MIN. M8 BARE COPPER GROUND WIRE 1 -ye EQUIPMENT GROUND --` WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM - WIRES TO CONTACTOR (SIZED AS REO'D.) 5/6'x8' COPPER CLAD GROUND ROD LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND R00 FUSE KITS OUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE .12 S.E.C. OR EQUAL AWG IN A JACKETED CABLE. NB GREEN INSULATED WIRE TO FIXTURE GROUND LUG 1 GROUND LUG 1 /4" MINIMUM DRAIN HOLE- 2" MIN. GROUT UNDER POLE BA `GROUND CLAMP II 4 2" PVC CONDUIT SYSTEM - �J CONCRETE FOUNDATION 3' SQ. OR DIA. NOTES: 1. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. OF CONCRETE FOUNDATION TO LEVEL WITH TOP OF SIDEWALK CURB. 1 Y o STD. PLAN - 119 PUBLIC WORKS TYPICAL LIGHTING APPROVED: DEPARTMENT UNDERGROUND SYSTEM 26 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 1'-6" -0" I• —VARIABLE MIN. 1'-6° 1' 1' 4 FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD I 3'- 0" I� 3'-0'� 4„ � ea0 ° °..0 ".0 :0 . FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD 4'-0" 3'-0" FRONT VIEW SIDE VIEW PUBLIC WORKS STD. PLAN - 125 TYPICAL CONCRETE PAD DETAILS � ROVED: o� DEPARTMENT N C oA 7 20 1O SURVEYED: I U DESIGNED: JLS DRAWN: JLS CHECKED: GMD BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 7 . W 4910 8" TYPE PS POLE DETAIL RroTT suvt4 REINFORCED HAND ASTM A-36 3/8" TOP HOLE WITH COVER PLATE DETAIL 05.0 �I 6.0 L 0 3.0 Detail i 4.0 ASTM A-36 FIXED BASE PLATE DETAIL Detail II C 10.0 06.0 O F 10.0 A Detail III MARK ITEM TYPEPS Detail ii K B 1 /6" 8„ Detail i E D ASTM A-595 ROUND TAPERED STEEL POLE SHAFT ANCHOR BOLTS F1554GR55-GALV ALL HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A-123 POLE SHOULD BE POWDER COATED AS PER RAL 9005 HAMMER FINISH -JET BLACK FOUNDATION AS PER WSDOT STD PLAN J-21.10. 04 PUBLIC WORKS 8' TYPE PS POLE ArPjOVED: �6 �• - 1� ♦ "ems ♦ DEPARTMENT / y � DATE 7 0 C TY OE RENTON `,Planning/Building/Public Works Dept. A HEIGHT 8'4" B POLE BASE DIA 6" U 0 z a ^J I.`.rL U I..L O VJ C) D m O rr W A-NNNNNNN 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn UJ U a 0 z O J DATE: C)03/10/17 = GHC LONGACRES - MERTO BUS STOP CITY PLANS FIELDBOOK: RENTON WASHINGTON PAGE: 7 DRAWING N0: TS-06 TRAFFIC SIGNAL DETAIL SHEET: 8 OF: n T-38831 0 SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. ,11111111111 z J n V n O m O rr LU 73 1 LU rr U PQ V z O J CU 0 Leader in APS Solutions 0 Call your dealer for more information, or visit POLARA.COM VTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Jaedi Stevens Phone: 425-250-0868 ISO 9001:2008 Certified - Made in USA NER T wary°/G' h� c356 ETV. 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NEMA TS2 / Temperature / Humidity / Mechanical -Shock -Vibration / Transient Surge ISO 9001:2008 Certified • Made in USA POLARA COM 100 Maple Street, Commeroe,Texas 75428.903-366-0300 9 Pola2. All ng t6 re—d. F 'OOIOIOIOIL' MLL IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS B U I LTS 7 20 1 8 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • `-� C T Y OF R EN TON • Plannin Buildin Public Works g/ g/Dept.TS-07 GHC LONGACRES - MERTO BUS STOP CITY PLANS RENTON7 WASHINGTON TRAFFIC SIGNAL DETAIL uAi t: 03/ 10/ 17 DESIGNED:JLS FIELDBOOK: PAGE: DRAWN: JLS ONE INCH DRAWING N0: CHECKED: GIVID AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R �APPROVED: CTB SHEET: 9 OF: n U Q J q z a J 0- CU m O m O rr LU LU rr U a G z O J U r= V T-38831 1 SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M. T 0 z J z Q Ir Cn 0 I_LI n ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. PULL WIRE N0. EX NEW I EX NEW EX NEW 1 2" SCH40 PVC 2 1 2" EXISTING** 2 1 2 2" EXISTING SPARE** 1 3 2" EXISTING** 2 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER CONDUIT AND CONDUCTORS MAYBE PRESENT. ILLUMINATION POLE SCHEDULE LUM. POLE ID STREET STATION *OFFSET *LATITUDE ** LONGITUDE ** MOUNT. ARM VOLTAGE SERVICE/ WATTAGE LUMINAIRE TYPE - BASE COMMENT POLE NO. NUMBER*** HEIGHT LENGTH CIRCUIT TYPE DISTRIBUTION AO SW 27TH ST 98+40.5 1.5' RT 14.0' 4. 0' 240 ILLUM A 35 LED CYCLONE DOMIA LIGHTING FIXED NEW FOUNDATION AND POLE PER RENTON SY21 P 1-GAL-3-35W-4K-240-CP3924-RAL9005TX STANDARD PLAN 117.1. ®BSW 27TH ST 96+90.5 1.0' RT 14.0' 4.0' 240 ILLUM A 35 LED CYCLONE DOMIA LIGHTING FIXED NEW FOUNDATION AND POLE PER RENTON SY21 P 1-GAL-3-35W-4K-240-CP3924-RAL9005TX STANDARD PLAN 117.1. 0SW 27TH ST 95+50.0 1.5' RT 14.0' 4.0' 240 ILLUM A 35 LED CYCLONE DOMIA LIGHTING FIXED NEW FOUNDATION AND POLE PER RENTON SY21 P 1-GAL-3-35W-4K-240-CP3924-RAL9005TX STANDARD PLAN 117.1. 0SW 27TH ST 94+22.5 13.0' LT 14.0' 4. 0' 240 ILLUM A 35 LED CYCLONE DOMIA LIGHTING FIXED NEW FOUNDATION AND POLE PER RENTON SY21 P 1-GAL-3-35W-4K-240-CP3924-RAL9005TX STANDARD PLAN 117.1. 0SW 27TH ST 93+45.0 29.5' LT 14.0' 4.0' 240 ILLUM A 35 LED CYCLONE DOMIA LIGHTING FIXED NEW FOUNDATION AND POLE PER RENTON SY21 P 1-GAL-3-35W-4K-240-CP3924-RAL9005TX STANDARD PLAN 117.1. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDE BY ERIC CUTSHALL (CITY OF RENTON) FOR CONTRACTOR TO INSTALL AND INCORPORATE INTO AS -BUILT PLANS. R/W W w FBR R/W FBR FBR - FBR FBR 1 1 B 1 1 97+00 - - 97+50 Q SW 27TH ST FBR F R FBR - = FBR - - - ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS ADMINISTRATOR SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MODIFIED PROCTOR. 9. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 10. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 11. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LIMITED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 12. THE LOCATION OF FEATURES SHOWN SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, AT (425) 430-7423. KIR %9TENW ��; OF WAsy • ;��' Transportation Engineering NorthWest - 0 1 ASBUILT DRAWINGS Transportation Planning I Design I Traffic Impact & Operations .e� •°'p 356 O ° _ 1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 S°•°•°, S7 G Project Contact: Jaedi Stevens AL 3.1% Phone: 425-250-0868 06 NO. REVISION 1 - - - - - - 1 a m� -w w w- 1 12" 11FUEL FUEL LV1___0 r 3 3 3 R/W / - - • ® I NA • 2" WrR 12" W)rR- M �i • I M I w / o ®® I ® 100+00 (2 7 -LINE) �J9+00 +50 10 ---------------- - FBR F FBR - �y-� FBIR FBR R - - FBR FBR FBR R% " FBR ILLUMINATION CONSTRUCTION NOTES DINSTALL FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-02, AND PER CITY OF RENTON STANDARD PLANS 117.2, 117.3, 119, 120, 121, 123, 125 & J013 ON SHEET IL-03. (DEXISTING LUMINAIRE TO REMAIN. (DINTERCEPT AND EXTEND EXISTING CONDUIT AND EXTEND TO THE EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS WITH EXISTING CONDUCTORS IN EXISTING JUNCTION BOX PER CITY OF RENTON STANDARD PLAN J013 ON SHEET IL-03. SIGNAL AND ILLUMINATION LEGEND EX NEW/RELOCATE DESCRIPTION ®� m m JUNCTION BOX TYPE 1,2,8 (SKID -RESISTANT) H MAST ARM MOUNTED SIGN VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD -� VIDEO DETECTION CAMERA LUMINAIRE POLE SIGNAL POLE TYPE III AIRE PEDSTRIAN POMIN 0 TYPE PPB OR PS POLE F PPB -A TENON - - - - - - CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET W/BPS ® CONTROLLER CABINET OCONSTRUCTION NOTE SIGNAL POLE NUMBER/ CONSTRUCTION NOTE AWIRE NOTE EX BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR VOLTS MAIN 2P-200 AMP --- 1201240 SIGNAL 1 P-50 AMP --- 120 ILLUM A SIGNAL ILLUM 2P-20 AMP 30 AMP 240 ILLUM B SPARE 2P-20 AMP r3O AMP 240 .I, �I 10 40 0 20 60 SCALE IN FEET A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS 11 30 18 SURVEYED: SCALE: HORIZONTAL: NAD D1983/1991 DATU M •ONTAL: *- C T Y O E RENTON Planning/Building/Public Works Dept. GHC LONGACRES - PEDSTRIAN LIGHTING RENTON WASHINGTON ILLUMINATION PLAN DATE: 06/23/ 17 DESIGNED: JLs FIELDBOOK: PAGE: DRAWN: JLS ONE INCH DRAWING NO: I L-01 CHECKED:GIVID AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: SHEET: 1 OF:CTB 3 T-388312 U a J G z 0 J z IO LU 0- W IIr CU Q 0 z O J CU 0 U a J n G Z 2 0 J Z a 0 w n w CU Q 0 Z O J CU 0 T-388313 U a J n G Z 2 0 J Z a 0 w n w CU Q 0 Z O J CU 0 T-388314