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HomeMy WebLinkAboutzT-3946Set00 0 N N 7D 0 oo 0 O 0 i z c� w 0 i 0 0 0 Go 0 z 0 z w i w 0 c- CL INSTALL LUMINAIRE 1 AT BACK OF WALK TO AVOID EXISTING DUCT BANK -R/W - s— KIM 1" 11 • �� ��■■r PHASE SEQUENCE DIAGRAM EVPE SCHEDULE �1 �2 03 NOT 04 USED 04 IkN goo `'4 NOT NOT NOTE z USED USED USED 05 06 07 08 VEHICLE MOVEMENT PROTECTED TURNING MOVEMENT % PEDESTRIAN MOVEMENT # PHASES A 02 B NOT USED C 01 D 08 � 17 I 4 \ C) t .n VIDEO DETECTION — Fo 12 FO 2 • Ft) SCHEDULE _ s� # PHASES VDA 02 VDB NOT USED VDC 01 VDD 08 w w NI 1 If 3 LEGEND P Fo R/W EXISTING NEW DESCRIPTION INSTALL AND WIRE NEW PEDESTRIAN ILLUMINATION 3 DECORATIVE SIGNAL POLE WITH MAST POLE ON EX FOUNDATION ARM AND DECORATIVE LUMINAIRE INSTALLED BY OTHERS OO TYPE I OR TYPE PS SIGNAL POLE °_� G)_c ROADWAY LUMINAIRE AND POLE 0.0 DECORATIVE PEDESTRIAN LUMINAIRE AND POLE NOTES: * LED UPLIGHT LUMINAIRE 1. ALL NEW CONDUIT SHALL BE INSTALLED IN CITY OF RENTON �� ---► VEHICLE SIGNAL HEAD RIGHT-OF-WAY. �-. PEDESTRIAN SIGNAL HEAD 2. EXISTING SIGNAL AND LIGHTING CONDUIT MAY HAVE LESS THAN EMERGENCY PRE-EMPTION DETECTOR 12" OF COVER. CONTRACTOR SHALL USE CAUTION WHEN VEHICLE DETECTION CAMERA EXCAVATING NEAR EXISTING CONDUIT. a PTZ CAMERA 3. FOR CONSTRUCTION NOTES, SIGN SCHEDULE, PANEL SCHEDULE, TRAFFIC SIGNAL MOUNTED SIGN LUMINAIRE SCHEDULE, & ONE LINE DIAGRAM SEE SHEET 23. m TRAFFIC CONTROLLER CABINET 4. FOR GENERAL NOTES AND TRENCH DETAIL SEE SHEET 27. ® ® ELECTRICAL SERVICE CABINET 5. FOR TRAFFIC SIGNAL WIRING DIAGRAM SEE SHEET 24. INTERCONNECT CABINET 'R IRRIGATION CONTROLLER 6. FOR LOOP MODIFICATIONS AT SOUTH 2ND STREET & WELLS ® z m 8 0 JUNCTION BOX TYPE 1, 2& 8 AVENUE SOUTH SEE ROADWAY PLANS, SHEET 11 sc SMALL CABLE VAULT EXISTING TRAFFIC SIGNAL SYSTEM SHALL r , L--------- J VEHICLE VIDEO DETECTION ZONE REMAIN FULLY OPERATIONAL UNTIL DAY OF - - CONDUIT 0 SIGNAL POLE NOTE CHANGEOVER WHEN UNIFORMED POLICE O OFFICER SHALL DIRECT TRAFFIC. CONSTRUCTION NOTE Q WIRE NOTE O SIGN NOTE LUMINAIRE SCHEDULE NOTE (SEE SHEET 23 FOR LUMINAIRE SCHEDULE) a 11��1�We III �. 114 SIGNAL HEAD ASSIGNMENTS INDICATES HORIZONTAL PLUMBIZER LOCATION, TYP (TYPE "M" MOUNTING, MAST ARM MOUNT) NOTES: (: D 12" R 12" 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5 Y2" BACKPLATES WITH 1" YELLOW RETROREFLECTIVE TAPE. Y 12" Y 12" MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M" POLE MOUNTED SIGNAL , 12" G 12" �rlrlr HEADS SHALL USE MOUNTING TYPE "K" OR "D". ALL 14 V_P I L I SIGNAL HEAD HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL BACKPLATES SHALL BE BLACK VEHICLE HEADS: G 12" ` COLOR (FRONT) AND YELLOW COLOR (BACK) PER O�5 # 12, 13, 14, 22, 81, - SPECIAL PROVISIONS. 82 & 83 VEHICLE HEADS: PEDESTRIAN HEADS: 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE / # 11, 21 # 18, 19, 28, 29, WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE A „ OR B„ 7 ,1 4 .18 V111 V�121 1 VVA 1 21 EVF 6 -w A I�G _ A 1 MOUNTINGS. ALL PEDESTRIAN SIGNAL HEADS SHALL BE 1 12 \ I COUNTDOWN TYPE AND SHALL CONFORM TO LATEST ADOPTED MUTCD AND ADA REQUIREMENTS. ALL (TYP) VDA _ 8 AI PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW P 7 A1 COLOR PER SPECIAL PROVISIONS. 00 R/W 15 GP \ o0 3. ALL NEW PEDESTRIAN PUSH BUTTON STATIONS SHALL 21 EV�� i 8 _ BE APS TYPE. SEE SPECIAL PROVISIONS. INSTALL LUMINAIRE 4 AT BACK OF WALK Pi s 0 TO AVOID EXISTING I 5w DUCT BANK o I 7 7 1 11 14 9 L. � � 8 Of'Ile f•7�7CC 28 -MQ G - -7 15 A a s — s 10 r--------- V811 s 12 - � o ., w w w S2NDST �w- SD SD _0_<29 �..IIIII•�. -_ II. � �e i� Lo N z E ELECTRICAL SERVICE "S1" INSTALLED BY OTHERS waft NNW Mow emu �07 G s55 s o o . w ''~ w w — w TV w TV — C/' so T T PLAN N 0 10 20 40 60 SCALE IN FEET ftmft Mow � Al 15 L w. ELECTRICAL SERVICE "S1" LUMINAIRE SCHEDULE CONSTRUCTION NOTES (CONTINUED) N 0 N N C7, 0 00 0 i O C) 0 i z c� w 0 0 0 0 LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 1 52+08.1 31.4' LT DEC PEDESTRIAN 60W, LED, 700mA, (S—III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 5 02 30+43.4 19.5' LT DEC PEDESTRIAN 60W, LED, 700mA, (S—III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 5 < 30+79.8 17.6' RT DEC PEDESTRIAN 60W, LED, 700mA, (S—III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 5 < 16+33.2 34.3' RT DEC PEDESTRIAN 60W, LED, 700mA, (S—III, B2—UO—G1), 4000K, 240V 2' 15' FIXED 5 Al * * DEC ROADWAY 10OW, LED, 700mA, (S—III, B2—UO—G2), 4000K, 240V * 30, FIXED 1 *SEE POLE SPECIFICATION SHEET * * DEC ROADWAY 10OW, LED, 700mA, (S—III, B2—UO—G2), 4000K, 240V * 30, FIXED 1 *SEE POLE SPECIFICATION SHEET * * DEC ROADWAY 10OW, LED, 700mA, (S—III, B2—UO—G2), 4000K, 240V * 30, FIXED 1 *SEE POLE SPECIFICATION SHEET 4 * * DEC ROADWAY 10OW, LED, 700mA, (S—III, B2—UO—G2), 4000K, 240V * 30, FIXED 1 *SEE POLE SPECIFICATION SHEET 60W �_ 60W CKT #5: 2—#8 iN CKT #6: 2—#6 �260W � 100W A4 A3 (4)10W* i 100W sow ; �I CKT #5: 2—#8 CKT #4: 2—#6 CKT #6: 2—#8 EX1 PANEL SCHEDULE 60W EX2 60W EX3 +-� 60W EX4 � 60W EXS�60W � CKT #1: 2—#8 I 100W A2 100W — � — Al ONE -LINE DIAGRAM N TS ELECTRICAL SERVICE CABINET "S1" # Sl LOCATION: MAIN AVE S, APPROX. STA 15+19.2, 38' RT VOLTS: 120/240 PHASE: 1 SERVING: SIGNAL, ILLUMINATION MAIN BREAKER: 200 AMPS WIRE: 3 CKT TRIPq TRIP CKT # LOAD DESCRIPTION KVA 30 KVA LOAD DESCRIPTION # -AMPMPS 2.7 SIGNAL 2 1 ILLUMINATION (A1,A2,A3,A4) 0.5 20 20 20 5 s 20 1•2 RECEPTACLES 4 ILLUMINATION (1,2,3,4,EX1,EX2, 0.2 LED UPLIGHT LUMINAIRES 6 5 EX3,EX4,EX5) 0.7 8 15 s 10 15 0.1 LTG CONTROL 8 1.0 GFI OUTLET 10 9 ILLUMINATION SPARE — 20 — PLAZA LIGHTING SPARE 12 » 12 20 U— 14 13 BLANK — — BLANK 14 REMARKS: ALL LIGHTING CIRCUITS SHALL BE CONTROLLED BY PHOTOCELL ON SIGNAL POLE #1. ONLY CKT #6 SHALL CONNECTED LOAD: 6.2 KVA 25.9 AMPS BE CONNECTED TO THE SLIDING DIMMER SWITCH. DEMAND LOAD (125%): 7.8 KVA 32.5 AMPS SIGN SCHEDULE a o QOlvsou mm 0 D3-1 (24" x 78") D3-1 (24" x 96") 0 R3-1 (24" x 24") TURNING VEHICLES WIRE NOTES GOB O� ISJ�p� n ��,ol 14 1 2" SPARE 2 3" SPARE 3 2" 6 2 4 2" 2 1 5 2" 2 6 2" 2 2 7 3" 4 2 1 1 8 3" 2 1 1 9 2" 4 2 10 3" 4 2 1 11 3" EX 1 12 3" 3 2 1 1 13 3" 2 2 14 2" 2 3 15 2" 3 16 EX 2 2 EX WIRING TO REMAIN 17 2" EX 1 FEED EX 1-12CT 18 2" 1 19 EX 2 20 EX EX 1 EX WIRING TO REMAIN 21 3" 4 2 2 1 1 22 N/A 1 LED UPLIGHT LUMINAIRES NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT UNDER VEHICLE TRAVEL WAY USE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". CONSTRUCTION NOTES O CONSTRUCT FOUNDATION PER WSDOT STD DETAIL J-26.10 AND INSTALL POLE AND BASE FOR DECORATIVE TYPE III SIGNAL POLE. SIGNAL MAST ARM SHALL BE PROVIDED TO THE CITY FOR FUTURE INSTALLATION. CAP MAST ARM SIMPLEX MOUNT WITH COLOR —MATCHED, WEATHER TIGHT COVER. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO APS STYLE PEDESTRIAN PUSH BUTTON ASSEMBLIES, ONE STREET NAME SIGN, AND ONE TERMINAL CABINET ON THE POLE. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE WITH PHOTOCELL ON THE LUMINAIRE ARM, SEE LUMINAIRE SCHEDULE, THIS SHEET. FOR DETAILS AND LOCATION SEE SIGNAL POLE SPECIFICATIONS SHEET 25. SEE SPECIAL PROVISIONS. © CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. INSTALL ONE APS STYLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE—EMPTION DETECTOR, ONE VEHICLE DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM, SEE LUMINAIRE SCHEDULE, THIS SHEET. INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO APS STYLE PUSH BUTTON ASSEMBLIES AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. INSTALL ONE APS STYLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. Og LOCATION OF EXISTING POWER SOURCE. FURNISH AND INSTALL CONDUIT AND WIRING FROM POWER SOURCE TO NEW ELECTRICAL SERVICE CABINET PER WIRE NOTES. SPLICING AT POWER SOURCE BY OTHERS. COORDINATE POWER HOOK UP WITH PSE REPRESENTATIVE. 10 CONSTRUCT JOINT CONTROLLER/SERVICE FOUNDATION PER CITY OF RENTON STD. PLAN 126.2. FURNISH AND INSTALL TS2—TYPE 1 "P+" SIGNAL CONTROLLER CABINET WITH INTEGRAL BBS, AND ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1, EXCEPT MATCH CIRCUITS PER PANEL SCHEDULE, THIS SHEET AND INCLUDE ONE SLIDING DIMMER SWITCH FOR THE LED UPLIGHT CIRCUIT. INSTALL ONE FIBER PATCH PANEL, AND PTZ CAMERA EQUIPMENT SEE SPECIAL PROVISIONS. CENTER OF FOUNDATION LOCATED AT APPROX. MAIN AVE S, STA 15+19.2, 38' RT, VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. COORDINATE ELECTRICAL SERVICE METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. SEE SPECIAL PROVISIONS. 11 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 12 EXISTING LUMINAIRE AND POLE TO REMAIN. PROTECT LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/WIRING DURING CONSTRUCTION. 13 CONSTRUCT PEDESTRIAN LUMINAIRE POLE FOUNDATION AND FURNISH AND INSTALL DECORATIVE PEDESTRIAN LUMINAIRE POLE AND BASE WITH LUMINAIRE, FLEXIBLE IRRIGATION CONDUIT, PLANT AND BANNER SUPPORT ARMS AND BRACKETS, DUPLEX WEATHERPROOF RECEPTACLE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING PER LUMINAIRE SCHEDULE, THIS SHEET AND PEDESTRIAN LUMINAIRE POLE AND DETAIL, SHEET 26. C11_4_ REPLACE EXISTING JUNCTION BOX WITH NEW JUNCTION BOX WITH NON SKID LID AND FRAME PER THE PLANS AND MATCH PROPOSED GRADE. PRESERVE AND PROTECT WIRING CONTINUITY DURING CONSTRUCTION. 15 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING SIGNAL CONTROLLER AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING FOUNDATIONS AND BACKFILL AND COMPACT PER SPECIAL PROVISIONS. (16) FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING LUMINAIRE POLE WITH SIGNAL EQUIPMENT AND ALL ASSOCIATED EQUIPMENT/WIRING. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE. REMOVE EXISTING LUMINAIRE, POLE, ASSOCIATED EQUIPMENT, AND UNUSED WIRING. REMOVE EXISTING POLE FOUNDATION AT LEAST 3 FEET BELOW FINISHED GRADE. SEE SPECIAL PROVISIONS. �g REMOVE EXISTING JUNCTION BOX AND ASSOCIATED ELBOW/WIRING. CAP AND ABANDON ALL EXISTING UNUSED CONDUIT. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. �g REPLACE EXISTING JUNCTION BOX WITH NEW TYPE IV HEAVY—DUTY JUNCTION BOX (PER WSDOT STD PLAN J-40.20) WITH NON SKID LID AND FRAME. MATCH PROPOSED GRADE. PRESERVE AND PROTECT EXISTING WIRING AND CONDUIT CONTINUITY DURING CONSTRUCTION. QO INSTALL SMALL CABLE VAULT AND MOUNTING HARDWARE PER WSDOT STD PLAN J-90.21 WITH NON SKID LID AND FRAME. MATCH PROPOSED GRADE. C21 INSTALL NEW CONDUIT AND WIRING INTO JUNCTION BOX PER WIRE NOTES. PRESERVE AND PROTECT EXISTING WIRING AND CONDUIT CONTINUITY DURING CONSTRUCTION. COMPLETE WIRING PER WIRE NOTES, THIS SHEET. Q ABANDON EXISTING TELEMETRY WIRING AND CONDUIT EAST OF JUNCTION BOX. REMOVE EXISTNG TELEMETRY WIRING WEST OF JUNCTION BOX AND ABANDON TELEMETRY CONDUIT. Q UNSPLICE EXISTING ILLUMINATION WIRING FROM EXISTING WIRING LEADING TO EXISTING ELECTRICAL SERVICE. EXISTING ILLUMINATION WIRING NORTH OF SPLICE TO REMAIN. COMPLETE WIRING PER THE WIRE NOTES. Q HAND EXCAVATE AND FIELD LOCATE EXISTING CONDUIT. UNSPLICE EXISTING WIRING AND PULL BACK TO NEAREST PULL POINT. INTERCEPT AND CONNECT NEW CONDUIT TO EXISTING CONDUIT AND COMPLETE WIRING PER WIRE NOTES, THIS SHEET. 25 LOCATION OF EXISTING COMCAST COMMUNICATION VAULT. DO NOT DISTURB DURING CONSTRUCTION. ALL WORK SHALL BE DONE BY OTHERS, COORDINATE WORK WITH COMCAST REPRESENTATIVE. 46 FOLLOWING ACTIVATION Of NEW SIGNAL SYSTEM, REMOVE EXISTING TYPE PS SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SPECIAL PROVISIONS. REMOVE EXISTING SIGNAL POLE FOUNDATION. Q PULL EXISTING 12CT FIBER OPTIC CABLE FROM THE SW CORNER OF S 2ND ST &WELLS AVE S TO THIS LOCATION. INSTALL ONE FIBER OPTIC PRE —TERMINATED PATCH PANEL AND COMPLETE WIRING PER WIRE NOTES. - - - -,. - ... TEGT LUMINAIRE AND ALL AsseelATED EQUIPMENT DURING 6ONSTRU6TIONT— (NOT USED) O CONSTRUCT FOUNDATION PER WSDOT STD DETAIL J-26.10 AND INSTALL POLE AND BASE FOR DECORATIVE TYPE III SIGNAL 29 FURNISH AND INSTALL LED UPLIGHT LUMINAIRE PER URBAN DESIGN DETAILS, SHEET 31. SEE SPECIAL PROVISIONS. POLE. INSTALL TWO VEHICLE SIGNAL HEADS, ONE VEHICLE DETECTION CAMERA, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM, SEE LUMINAIRE SCHEDULE, THIS 30 FOLLOWING ACTIVATION OF NEW SIGNAL SYSTEM, REMOVE EXISTING TYPE II SIGNAL POLE AND ALL ASSOCIATED EQUIPMENT/WIRING. SALVAGE PER SHEET. INSTALL ONE VEHICLE SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEAD, ONE APS STYLE PUSH BUTTON ASSEMBLY SPECIAL PROVISIONS. REMOVE EXISTING SIGNAL POLE FOUNDATION AT LEAST 3 FEET BELOW THE FINISHED GRADE. AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. PUSH BUTTON SCHEDULE O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-21.10 AND INSTALL DECORATIVE TYPE I POLE. INSTALL ONE VEHICLE vTo SIGNAL HEAD, ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. 0 0 NOTE: D3-1 (36" x 144") R10-15R (30" x 30") 1. SIGNS ARE NOT TO SCALE. 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. 3. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C—SERIES NUMERALS AND LETTERS. 4. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. ® CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL DECORATIVE TYPE III SIGNAL POLE. INSTALL TWO VEHICLE SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE—EMPTION DETECTOR, ONE VEHICLE DETECTION CAMERA, ONE REGULATORY SIGN, AND ONE STREET NAME SIGN ON THE MAST ARM. INSTALL ONE DECORATIVE ROADWAY LUMINAIRE ON THE LUMINAIRE ARM, SEE LUMINAIRE SCHEDULE, THIS SHEET. INSTALL ONE VEHICLE SIGNAL HEAD, ONE REGULATORY SIGN, ONE TYPE 721 EMERGENCY PRE—EMPTION DETECTOR, ONE PTZ CAMERA, TWO PEDESTRIAN SIGNAL HEADS, TWO APS STYLE PUSH BUTTON ASSEMBLIES AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-20.10 AND INSTALL TYPE PPB POLE. INSTALL ONE APS STYLE PEDESTRIAN PUSH BUTTON ASSEMBLY ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. POLE # PUSH BUTTON 0 ARROW DIRECTION SIGN CUSTOM WALK VOICE MESSAGE 1 29 LEFT R10-4e(L) 2ND STREET WALK SIGN IS ON TO CROSS 2ND STREET 1 48 RIGHT R10-4e(R) MAIN AVENUE WALK SIGN IS ON TO CROSS MAIN AVENUE 2 49 LEFT R10-4e(L) NONE 3 18 RIGHT R10-4e(R) NONE 5 19 LEFT R10-4e(L) NONE 6 88 RIGHT R10-4e(R) NONE 7 89 LEFT R10-4e(L) NONE 8 28 RIGHT R10-4e(R) NONE J-BOX N 0_ O N N c� Co 0 00 0 `r i 0 i 0 i z w 0 i 0 0 O Go 0 z 0 z w i w 0 c- CL o I I N Cn Cn U U N I L MINAL LAJINt I POLE #3 POLE #6 2CS -2CS POLE 454 B 714 PPB W 715 N U N U I1,5Z01111111113-H Goal 613 I B401 614 B W401 616 1• W R491 741 R G491 742 10 G W401 743 W 0401 746 0 B401 747 B TERMINAL CABINET POLE #2 VDC VIDEO MAST ARM U Lo En N R 741 DON'T G 742 WALK W 743 COM 49 0 746 SPARE B 747 SPARE B 744 PP B W 745 DON'T I jj=R--- WALK 782 G 89 COM 783 W SPARE 786 0 SPARE 787 B 784 B- Lo PPB 785 W � I U N DON'T 7 1 R WALK = G - COM 7 3 W--� SPARE 7 6 0--, SPARE 7 7 B C. VIDEO 581 0 582 Y 583 L VDA EVPE A � CEO � CEO • • MAST ARM R 781 R --� G 782 G--� W401 783 1W- -� 0 786 0 B401 787 B-� R401 721 R-� G40 1 722 G-� W40 1 723 1W- 0401 726 0-� B 727 B-� R 1 621 R- 0 622 0- G B 624 B-1 W 626 W-1 TERMINAL CABINET POLE V (P:P B RF7_5__�W­ POLE B #8 U N 29 DON'T 721 R WALK 722 G COM 723 W SPARE 726 0 SPARE 727 B 724 B DON'T 741 R PPB 725 W WALK 742 G "' 48I COM I743 W SPARE 746 0 SPARE 747 B PPB 744 B 745 W 5C J-BOX PHASE SEQUENCE DIAGRAM �1 �2 03 14 (.) NOT USED `"" NOT NOT NOTE CD USED USED USED 05 06 07 08 VEHICLE MOVEMENT PROTECTED TURNING MOVEMENT ► PEDESTRIAN MOVEMENT EVPE SCHEDULE # PHASES A 02 B NOT USED C 01 D 08 2CS -5C 5C- -5C VIDE 3CS 2CS 2CS 2CS J-BOX -2CS VIDEO J� J 5C 5C J 5C 5C - 2CS 2CS 2CS 5C 5C ^5C 5C r i 1 -7..� nnrn JIiJ 'LJL-'j3CS o 01 01 V) N o >- S 2ND m ST --a-08 PEDS--w- 08 0 o 0 w N1 f1 S 2ND ST --a-04 PEDS--w- cn Z Ld a> 02 NOTE: ILLUMINATION AND INTERCONNECT CIRCUITS ARE NOT SHOWN. GROUND WIRES ARE NOT SHOWN. Of 0 Ld w 0 w O 0 '�C �C �C 1�C �C �C 1�0 �C �C �C �C : � C :• C �C �C : � C - B- -W- -B- -B- -B- -W- -B- -W- -W- -W- -W- -B- -W- -B- -W- -B- -W- -B- -W- -B- -W- -B- -W- -B- -W- -B- -W- II-_ W z m U w J 0 z 0 U U- LL OC H 3-VIDEO 8_5C _ 5-5C 8-2CS N 24V PWR 1 24V RTN 2 GROUND 3 24V PWR 1 24V RTN 2 0-1 GROUND 3 01 24V PWR 1 24V RTN 12 GROUND 3 24V PWR 1 24V RTN 2 GROUND 3 24V 581 A CALL 582 GROUND 583 24V 584 B CALL GROUND 585 586 ;9. 24V 587 C CALL 588 GROUND 589 00 24V 590 D CALL 591 GROUND 592 1 -R- -0- -G- -B- -W- -R- -0- -G- -B- -W- -R- -0- -B- -W- -R- _0_ -B- -W- OUTPUT 711 DON'T �. 70 712 WALK 70 713 COM 70 716 SPARE 70, 717 1 SPARE 70 721 DON'T 70 722 WALK 70 723 COM 70 726 SPARE 70 727 SPARE 70, 741 DON'T a 70 742 WALK 70 743 COM 70 746 SPARE 70, 747 SPARE 70 781 DON'T CIO 70 782 WALK 70 783 COM 70 786 SPARE 70 787 SPARE 611 RED 612 YELLOW 613 GREEN 614 SPARE 616 COM 621 RED cI.4 622 YELLOW 623 GREEN 624 SPARE 636 COM 631 RED 632 YELLOW 633 GREEN 634 SPARE 636 COM 641 RED �a 642 YELLOW 643 GREEN 644 SPARE 646 COM 651 RED � 652 YELLOW 653 GREEN 654 SPARE 656 COM 661 RED W 662 YELLOW 663 GREEN 664 SPARE 666 COM 671 RED 672 YELLOW 673 GREEN -01 674 SPARE 676 COM 70 681 RED 70 682 YELLOW 70 683 GREEN 684 SPARE 686 COM 6A1 RED 6A2 YELLOW 6A3 GREEN 6A4 SPARE 6A6 COM 661 RED m 6132 YELLOW 6133 GREEN 6134 SPARE 6136 COM 6C1 RED 6C2 YELLOW 6C3 GREEN 6C4 SPARE 6C6 COM 6D1 RED 6D2 YELLOW 6D3 GREEN 6D4 SPARE 6D6 COM a cn Z a Of N w 0 w N 0 N N w 0 w 0 00 0 i 0 0 0 i z c� w 0 0 0 0 Go 0 i z 0 z w w i w 0 w w E2 E1 c POLE ORIENTATION LINE (El ATTACHMENT POINT) POLE ORIENTATION ANGEL DEGREES CLOCKWISE FROG LINE TO POLE ORIENTATIO (El ATTACHMENT POINT) MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (El ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION ATTACHMENT POINT ANCHOR BOLT PLATE OCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL 1-RG59, 1-14/2 NOTES SIGNAL MAST ARM I I 1. ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR THE SIZE AND 1 SHAPE OF CABLE. 2. CAMERA ROTATION IN HOUSINGS TO BE ADJUSTED TO PROVIDE LEVEL I MONITOR PICTURE. I 3. DRIP LOOP SHALL BE 6 TO 8 INCHES. 1 4. ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUE TO MANUFACTURER'S RECOMMENDATIONS WITH LOCKNUTS. 5. POWER LEADS SHALL BE INSTALLED W/SUITABLE COPPER OPEN SPADES. 6. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. 7. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED BY VIDEO VENDOR. 8. TILT AND PAN BRACKET, SENSOR BRACKET SHALL BE ANODIZED ALUMINUM. 9. ALL FASTENER PENETRATIONS OF CABINET SHALL BE SEALED WITH APPROVED METHOD. 10. CAMERA MOUNT, RISER AND HOUSING SHALL BE PAINTED RAL 9005 "JET BLACK" TO MATCH DECORATIVE SIGNAL POLES PER SPECIAL PROVISIONS SECTION 6-07. VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL NTS DECORATIVE TYPE 1 VEHICLE HEAD STANDARD 6" I.D. LINE SPLIT CAST IRON BASE WITH ACCESS DOOR N 18" DECORATIVE TYPE I SIGNAL POLE BASE DETAIL NTS SIGNAL STANDARD IDENTIFICATION TAG DETAIL RENTON STD. N0. XX SIGNAL STANDARD N0. MANUFACTURER MANUFACTURER APPROVED DWG. XXXXXX APPROVED DRAWING NO. FAB. XX/XX/XXXX FABRICATION DATE WINDLOAD XXXX FT3 WINDLOAD XYZ (FT3) NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE SIGNAL AND LUMINAIRE MAST ARMS - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT TEXT SHALL BE A MINIMUM OF 3/16" HIGH, STAMPED OR EMBOSSED. PAINT SPECIFICATIONS: ALL POLES, ARMS, BASES AND RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. FINISH COLOR: RAL 9005TX "JET BLACK" 14" I.D. 16.5" 0 n I LUMINAIRE MAST ARM X Y Z (ft)3 MAST ARM XYZ (ft)3 LENGTH 6' 19.8 8' 26.4 10' 33.0 12' 39.6 14' 46.2 16' 52.8 SPLIT CAST IRON BASE WITH ACCESS f"`^" 25" FLAT -TO -FLAT 27" POINT-TO-POINT DECORATIVE TYPE III SIGNAL POLE BASE DETAIL NTS SEE VIDEO DETECTION CAMERA SIGNAL MAST ARM MOUNT DETAIL, THIS SHEET. 2 LEGEND a. VEHICLE DISPLAY b. MAST ARM MOUNTED SIGN C. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. CABINET i. PPB-M j. HANDHOLE k. VIDEO DETECTION CAMERA I. PTZ CAMERA 33 0 `-� �1 2 3 It VD B3 �J 65 64 d b J �a A1�1TCC SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY v MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN CHART. O FIELD INSTALLED. O3 LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. L O SEE CITY OF RENTON STANDARD PLAN 117.3. O5 DECORATIVE BASE PER DETAIL, THIS SHEET. O DECORATIVE ROADWAY LUMINAIRE. B6 p 67 69 b 610 611 b c HORIZONTAL DISTANCE FROM STOP LINE 40' 45' 50' 53' - 180' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 5 SECTION DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY ROADWAY TYPE 11, III & SD SIGNAL STANDARDS ANCHOR BOLT. SEE NOTE [2]. SIDEWALK FOUNDATION 450�4. /\ s 6» 1 a \\ \\ 6 1 a (DC3 \\\ 41 SIDEWALK THICKENED EDGE AROUND FOUNDATION DETAIL D1 I D1 F � OR F 2 e FI h FI G 9 G 9 IN ul SEE WSDOT STANDARD PLAN J-26.10 FOR ADDITIONAL FOUNDATION INFORMATION. APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SIGNAL STANDARD DETAIL CHART POLE FIELD LOCATION POLE TYPE MOUNTING HEIGHT MAST ARM LENGTH LUMINAIRE ARM LENGTH SIGNAL MAST ARM DATA CALCULATED POLE XYZ [FT 3] POLE ATTACHMENT POINT ANGLES [DEG] TOP OF FOUNDATION ELEVATION FOUNDATION DESIGN XYZ [FT 3] SOIL LATERAL BEARING PRESSURE (PSF) FOUNDATION DEPTHS POLE REMARKS OFFSET DISTANCES [Z] POLE TO ATTACHMENT POINTS (FT) WINDLOAD AREAS (SQ FT) [X] [Y] D E F1 F2 G1 G2 H 11 12 J (UPPER) L 3' RD 3' SQ 4' RD NOTE STATION OFFSET LT RT P.O.A. Al A2 Cl C2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 Bll B1 B2 B3 B4 B5 B6 B7 B8 B9 Bll MAIN AVE S, STA 15+28.1 38.0' X 0° III 18.0' 30.0' 33.0' 12.0' - 32.2 23.7 26.9 - 21.2 18.9 - - - - 9.0 9.2 6.3 9.2 - - 9.2 - - - 45.5 1316 0° 0° [3] - - - 180° [1] [1] 1800 180° - 44.57' 1350 1000 11'-0" 9'-0" 9'-0" SEE NOTE [4] 2 MAIN AVE S, STA 15+25.7 20.6' X 00 III 18.5' 30.0' 27.0' 4. Of - 25.5 - 14.5 - - - - - - - 8.0 9.2 - 9.2 - - - - - - 16.0 516 0° 0° [3] - [3] - 180° [1] - 180° 1800 - 44.16' 700 1000 10'-0" 8'-0" 8'-0" O S 2ND ST, STA 52+52.1 18.0' X - 1 - - - - - - - - [3] - [3] - - [1] - 180° - - 43.84' - - PER WSDOT STD PLAN J-21.10 ® S 2ND ST, STA 52+50.7 38.4' X 0° III 17.5' 30.0' 34.0' 12.0' - 33.2 - 25.2 21.5 30.2 - - - - - 12.0 9.2 - 9.2 9.0 - - - - - 45.5 1316 0° 00 - - [3] [3] 0° - - 1800 180° - 315° 44.17' 1350 1000 ill -of) 9'-0" 9'-0" O S 2ND ST, STA 52+53.5 30.4' X - PPB - - - - - - - - - - - - - [1 ] - - - 44.05' - - 700 - - PER WSDOT STD PLAN J-20.10 © MAIN AVE S, STA 15+95.3 30.8' X - PPB - - - - - - - - - - - - - [1 ] - - - - 44 27' 44.53' - 1000 - PER WSDOT STD PLAN J-20.10 7 MAIN AVE S, STA 15+96.0 36.8' X 0° III 18.5' 30.0' 27.0' 8. Of - 25.1 - 17.1 - 20.2 - - - - - 10.4 9.2 - 9.2 - - - - - - 16.0 581 0° 0° - - [3] [3] 180° [1 ] - 1800 1800 - 10'-0" 8'-0" 8'-0" 0 S 2ND ST, STA 53+39.1 21 7' X - PPB - - - - - - - - - - - - - [1 ] - - - - 44.26' PER WSDOT STD PLAN J-20.10 [1 ] ATTACHMENT ANGLE FOR PEDESTRIAN PUSH BUTTONS SHALL BE [3] ATTACHMENT ANGLES FOR POLE MOUNTED [2] TOP OF FOUNDATION ELEVATION GIVEN IS THE FINISHED GRADE OF THE SIDEWALK. THE CONTRACTOR [4] MAST ARM SHALL BE SUPPLIED TO THE CITY FOR FUTURE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO DRILLING. EQUIPMENT SHALL BE VERIFIED BY THE SHALL PLACE THE FOUNDATION UP TO THE BOTTOM OF THE FUTURE SIDEWALK ELEVATION, PROVIDE INSTALLATION. CONTRACTOR SHALL SUPPLY AND INSTALL PUSH BUTTON SHALL BE ANGLED PARALLEL TO THE CROSSWALK. ENGINEER IN THE FIELD PRIOR TO DRILLING. ADEQUATE ADDITIONAL LENGTH OF ANCHOR BOLTS TO THE BE INTEGRATED INTO THE SIDEWALK WHILE A STEEL PLATE TO COVER MAST ARM ATTACHMENT. MAINTAINING EMBEDMENT REQUIREMENTS AND INSTALL SIDEWALK THICKENED EDGE PER DETAIL, THIS SHEET. PLATE SHALL BE PAINTED TO MATCH SIGNAL POLE. NOTE: FOUNDATION DEPTHS SHOWN ASSUME CONSTRUCTION METHOD ALTERNATE #1 PER WSDOT STD PLAN J-26.10. IF THE CONTRACTOR ELECTS TO USE A CORRUGATED METAL FORM, DEPTHS SHALL BE INCREASED TO BE CONSISTENT WITH ALTERNATE #2 PER J-26.10. N 0 N N 77 w 0 J w 0 00 0 `r O / 0 / z c-D w 0 / 0 0 0 Go 0 z 0 z w Un c� w 0 CL 4" ALUMINUM POLE TOP CAP WITH (3) SET SCREWS @ 120° APART N NOTES: 2'-0" * ROUND TUBULAR SECTION (NO TAPER) ** ROUND TAPERED POLE SECTION O (0.15"/FT) SEE LUMINAIRE AND ARM DETAIL FOR NOTES, THIS SHEET 22" SECURE TOP BANNER BRACKET WITH THROUGH BOLTS (FIELD DRILL) AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS LOCKABLE DIE CAST NEMA 3R LOCKING, PAINTABLE, WEATHERPROOF, IN -USE COVER, MODEL WP1010MC BY INTERMATIC (OR APPROVED EQUAL) MOUNTED TO GFCI RECEPTACLE. PAINT TO MATCH POLE. STREET LIGHT DECAL NUMBERING PER DECAL NUMBERING DETAIL, CITY OF RENTON STD. PLAN 121 SECURE BOTTOM BANNER BRACKET WITH 3 ADJUSTABLE STAINLESS STEEL BANDS AND SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS z o Q 0 z o = L CD w w = o CD w z o z z o 0 CO o Ln -H 0 i LO -x- 4" O.D. ALUMINUM POLE (2) DECORATIVE BANNER BRACKETS WITH PRESSURE RELEASE SPRINGS WITH PROTECTIVE RUBBER COATING. 2' x 4' DECORATIVE BANNER 2' DECORATIVE BANNER ARM WITH FINIAL --------------------------- 2.5" x 5" REINFORCED ALUMINUM DRIP ACCESS HANDHOLE OPENING ON POLE FLUSH FITTING ALUMINUM DOOR AND GASKET ;�_SEE DECORATIVE _FLOWER BASKET DETAIL FOR NOTES THIS SHEET POLE SHAFT FABR 6063-T4 ALUMINU ASSEMBLY HEAT 7 CONDITION AFTER ULLU1110) 3'-6" 0 6" O.D. x .250" WALL (POLE) 0 00 TOP OF BASE ACCEPTING 6" STRAIGHT ROUND POLE SECTION. APPLY SILICON SEALANT AT INSTALLATION. 3" x 6" REINFORCED ALUMINUM HANDHOLE OPENING ON POLE WITH "-16 HOLE FOR A GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET ASTV 356, SPLIT CAST ALUMINUM BASE WITH 4" x 8" REMOVABLE ACCESS DOOR FABRICATED ALUMINUM BASE PLATE o N I ASSEMBLY (SEE DETAILS, THIS CD ^ SHEET) FACE OF CURB . TOP OF SIDEWALK PAINT SPECIFICATIONS: ALL ALUMINUM LUMINAIRE, POLE, CAST ALUMINUM BASE PARTS, DECORATIVE BANNER ARMS, AND DECORATIVE FLOWER BASKET ARMS SHALL BE FACTORY PRIMED AND POWDER COATED. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE COLOR OF THE LUMINAIRE POLE. FINISH COLOR: RAL 9005TX "JET BLACK" DRIP MICROTUENG (TYP) 2'-0" DECOF ALUMI SUPP( WI TH (MAX AND F 1" DIE HOLE TIGHT FLEXI[ SUPPI "FLE FLOW[ PROM 2" TANGENT x 4" RECTANGULAR ARM WITH 01" O.D. WIREWAY FOR THE -IRE LENGTH OF THE ARM. uUIVII/-\ LLU LUIVIIIVhill\t �vvATTAGE AND OPTICS PER PLANS, 4000K CCT, 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE LUMINAIRE AND ARM DETAIL TYPICAL PEDESTRIAN LUMINAIRE AND POLE DETAILS SURVEYED: KPG ��� DRAWN BY: BAC DESIGN BY: BAC Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Ave CHECK BY: JC Suite 400 Tacoma, WA 98402 RECORD DRAWING VS OBP 9 2018 PROJ MGR: JF Seattle, WA98121 (253)627-0720 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 140801LLDET.dwg (206) 2861640 www,kpg,com DECORATIVE FLOWER BASKET DETAIL rdescribes RD DRAWING hown on this record drawing —designed components and/or ted components. Information —constructed components was others and was not verified. DIRECTION _ OF TRAFFIC STREET CURB AND 0* SIDEWALK 270'AN .4 180° ORIENTATION LOCATIONS: ALL HANDHOLE ACCESS DOORS SHALL BE MOUNTED AT 180' BANNER SHALL BE MOUNTED AT 180' RECEPTACLE SHALL BE 90MOUNTED AT 180' CARFLEX CONDUIT AND IRRIGATION HOLE SHALL BE LOCATED AT 0° A """'""JM POLE K. ALUMINUM DILATE -T6 ALLOY) l4) %4 -10 ANCHOR BOLTS (4) %" DIA. x 1 %" LG. BOLT SLOTS 010" MIN BOLT CIRCLE (8)3"x3"x%"THK. ALUMINUM PL. GUSSETS (6061-T6 ALLOY) 011" MAX BOLT CIRCLE 6" RD. x .188" WALL ALUMINUM POLE R=2" TYP. CITY OF RENTON URI lquvrPublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: 2" CONDUIT %" CHAMFER 6" FOUNDATION CAP SEE TYPICAL LIGHTING UNDERGROUND SYSTEM, CITY OF RENTON STD. PLAN 119, FOR JUNCTION BOX AND WIRING CONFIGURATION. RECEPTACLE WIRING PER PLANS IRRIGATION CONDUIT SHALL BE ROUTED TO IRRIGATION VALVE BOX, IRRIGATION EQUIPMENT SHALL NOT BE INSTALLED IN ELECTRICAL JUNCTION BOXES ANCHOR BOLT, 4 TOTAL, Y4" DIA (TYP) ANCHOR BOLT TEMPLATE %4" THICK STEEL PLATE. SIZE TO FIT ANCHOR BOLTS AND BOLT CIRCLE Y4" HEX NUTS, STEEL (6 REQ'D PER ANCHOR BOLD), FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) SEE THIS SHEET FOR ADDITIONAL FOUNDATION DETAILS #4 HOOPS (TYP.) TOP OF SIDEWALK %" FLEXIBLE CONDUIT FOR IRRIGATION SCH 80 REDU (S X T ) 1" CONDUIT F IRRIGATION MICROTUBING MICROTUBING a. a a a aU, II Q a a a a a SEE WSDOT STANDARD PLAN J-26.15-01 FOF PLACEMENT DETAILS 30" (8) #5 BARS EVENLY SPACED 24" z r-IcV rIN 0 W a -, J O CD o z U Cn ¢ Cn ®- —0 3}1 00 CL o -' �¢m� CLR. = v' 1=1'-) v ®— --® (TYP.) N _>j- C) (3 ®— ® ZWo o2z= Vi jg1P_o16 UNDISTURBED EARTH LUMINAIR 'POLE FOUNDATION SCALE = 4" NOTES: FOR KPG 1. ANCHOR BOLTS & ANCHOR PLATE SIZING AND KPG PROJECT NO. 14080 PATTERN SHALL BE SUPPLIED BY THE SIGNAL POLE MANUFACTURER. - CITY OF RENTON '� WAi8.0�8M QCTS)RENTON PUBLIC WORKS DEPARTMENT �'� 02.10.2M DOWNTOWN CIRCULATION PROJECT PHASE I SHEET NO. LUMINAIRE POLE FOUNDATION SK-1 TYPICAL PEDESTRIAN LUMINAIRE FOUNDATION DETAILS N-J MAIN AVENUE S (S 3RD STREET TO MILL AVENUE S) ILLUMINATION DETAILS 26 DRAWING NO. PROJECT NO. 14080 FED AID NO. DATE: OCT 2016 SHEET NO. 26 OF 44 PHASE SEQUENCE DIAGRAM GENERAL NOTES 0) N 0 0 N N c� 0 0 0 0 i 0 0 C) 0 0 i z c� w 0 i 0 0 0 0 0 0 0 0 i z 0 z w Un U w 0 0 0 01 02 03 04 :' NOT NOT NOT E2 USED USED USED NOT o NOT z USED USED 05 06 07 08 VEHICLE MOVEMENT ► PEDESTRIAN MOVEMENT O ZL FT—1 .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 7 8 ' SIGNAL HEAD ASSIGNMENTS OO R 12" Y 12" G 12" VEHICLE HEADS: WIRE NOTES 12" D12" 12" w D 12" 12" F( — 1 v i olf VEHICLE HEADS: VEHICLE HEADS: # 22 # EX23, 24 71; MAIN AV 7 �v� C�1`�.0�� OJ\� QUO O�,P <� 1 EX 1 EX WIRING TO REMAIN 2 EX 1 EX WIRING TO REMAIN 3 EX 1 1 EX WIRING TO REMAIN NOTES: 1. ALL PROPOSED SIGNAL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT UNDER VEHICLE TRAVEL WAY USE RIGID PVC SCH80. 2. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG). CONDUITS THAT DO NOT CONTAIN ELECTRICAL CONDUCTORS SHALL INCLUDE A DETECTABLE PULL TAPE AND SHALL BE LABELED "CITY OF RENTON". VEHICLE SIGNAL HEAD REVISIONS NUMBER REVISION DESCRIPTION G ® Eh � TV O NOTES: 1. ALL EXISTING VEHICLE SIGNAL HEADS AND PEDESTRIAN SIGNAL HEADS SHALL REMAIN UNLESS NOTED OTHERWISE. 2. ALL NEW VEHICLE SIGNAL HEADS AND RETROFITTED VEHICLE SIGNAL HEAD MODULES SHALL BE LED TYPE. ALL SIGNAL HEAD HOUSINGS AND TUNNEL VISORS SHALL BE YELLOW COLOR AND ALL BACKPLATES SHALL BE BLACK COLOR (FRONT) AND YELLOW COLOR (BACK) PER SPECIAL PROVISIONS. �L �L Il. 1 • ALL WORK SHALL BE COMPLETED IN THE ACCORDANCE WITH WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD DETAILS, SPECIAL PROVISIONS AND THESE PLANS. 2. UTILITY LOCATION (DIAL —A —DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE PSE REPRESENTATIVE AT 1-888-321-7779 PRIOR TO INSTALLATION OF METER BASE. 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT TRANSPORTATION II MAINTENANCE DEPARTMENT REPRESENTATIVE ERIC CUTSHALL AT (425) 430-7423. IJ 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. L----- — 7. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. 12 �. ...., . . ----� 3 (TYP) 8• ALL PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WITH WHITE, YELLOW OR TAN MATERIAL WHILE NOT IN OPERATION. r'r. -T--• 1.1 1 ^ •1-���.^ •• • • • •i `_ S 9. REMOVE ALL EXISTING UNUSED WIRING ASSOCIATED WITH THE EXISTING SIGNAL SYSTEM UNLESS NOTED OTHERWISE IN THE / \ / PLANS. CAP AND ABANDON ALL EXISTING CONDUIT, EXCEPT ALL EXISTING CONDUIT IN CONFLICT WITH THE NEW SYSTEM - - - = - - - - - - _ SHALL BE REMOVED UNLESS NOTED OTHERWISE IN THE PLANS. • : • 10. ALL LUMINAIRE WIRING AND CONDUIT BETWEEN POLE AND JUNCTION BOX SHALL BE INSTALLED PER CITY OF RENTON • STANDARD PLAN 119. 24 2 ® . . CONSTRUCTION NOTES NOTE: VIDEO VEHICLE DETECTION SHALL BE INSTALLED PRIOR TO MODIFICATION OF SOUTH BOUND VEHICLE INDUCTION LOOPS. • ® • O O FURNISH AND INSTALL ONE VEHICLE SIGNAL HEAD AND MOUNTING BRACKET ON THE EXISTING MAST ARM PER VEHICLE SIGNAL HEAD ASSIGNMENTS, THIS SHEET. REUSE EXISTING WIRING TO THE EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. SEE SPECIAL rrtvviSwrva. \\/ O DISCONNECT EXISTING LEFT TURN LOOP LEAD—IN SPLICES IN THE EXISTING JUNCTION BOX. REMOVE UNUSED EXISTING WIRING � TO THE TRAFFIC CONTROLLER, PRESERVE AND PROTECT EXISTING CONDUIT/WIRING TO REMAIN. SEE SPECIAL PROVISIONS. Q O3 EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED OR REMOVED BY GRINDING (DISCONNECT LOOPS SPLICES IN THE 4 0 0 JUNCTION BOX PRIOR TO GRINDING. REMOVE ALL ASSOCIATED WIRING TO THE EXISTING TRAFFIC SIGNAL CONTROLLER 11 � CABINET. 01 0 O LOCATION OF EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. TERMINATE ALL NEW FIELD WIRING IN THE CONTROLLER •. (} CABINET. ONLY JOURNEY LEVEL WORK IS ALLOWED IN THE CABINET. COORDINATE ALL WORK WITH THE THE ENGINEER. O REMOVE ONE EXISTING REGULATORY SIGN R3-5R (RIGHT TURN ONLY) AND REPLACE WITH ONE REGULATORY SIGN R3-6R � (THRU AND RIGHT ONLY) SIGN ON EXISTING MAST ARM. 3. MINIMUM HORIZONTAL SPACING BETWEEN CENTER PLAN OF VEHICLE SIGNAL HEADS 21, 22, EX23 SHALL :�* LEGEND BE 8'. VEHICLE SIGNAL HEAD 21 SHALL BE LOCATED WITHIN THE COMBINATION THRU/RIGHT 0 10 20 40 60 EXISTING TURN LANE FOR THE NORTHBOUND APPROACH. SCALE IN FEET UNPAVED AREAS -- -- PAVED AREAS RESTORE SURFACE PER 12" VERTICAL SAWCUT SEAL SPECIAL PROVISIONS 8-02. --,, (TYP) `JOINT WMf PAVING ASPHALT UTILIZE NATIVE BACKFILL OR z ��i o ��°° � CSTC WHERE �® °®off NATIVE IS N UNSUITABLE AND ° AS DIRECTED BY THE ENGINEER 7 7 �7� �� �C� EXISTING PAVING ASPHALT EXISTING SUBGRADE RESTORATION PER PLANS CONDUITS PER PLANS COMPACTED GRAVEL BACKFILL FOR PIPE ZONE BEDDING, PER WSDOT STD SPEC 9-03.12(3) 2„ 2" NOTES: MIN VARIES MIN 1. EXISTING ASPHALT PAVEMENT MUST BE SAWCUT TO PROVIDE A CLEAN STRAIGHT EDGE BEFORE CONDUIT PLACEMENT. 2. EXISTING MATERIAL DISTURBED UNDER THE CONDUIT SHALL BE REPLACED WITH BEDDING MATERIAL AND COMPACTED TO 95% MAX DENSITY. 3. BACKFILL MATERIAL SHALL BE INSTALLED IN AN APPROVED MANNER TO ENSURE NO DAMAGES TO THE CONDUIT. 4. IF NATIVE MATERIAL IS DETERMINED UNSATISFACTORY BY THE ENGINEER, USE CRUSHED SURFACING TOP COURSE, PER WSDOT STD SPEC 9-03.9(3). CONDUIT TRENCH DETAIL NITS AC JC 7 19 17 BY APP. DATE SURVEYED: KPG DRAWN BY: BAC DESIGN BY: BAC CHECK BY: JC PROJ MGR: JF FILE: 14080SIG.dwg KPG Interdisciplinary Design 3131 Elliott Ave 2502 Jefferson Ave Suite 400 Tacoma, WA 98402 Seattle, WA 98121 (253) 627-0720 (206) 286-1640 www.kpg.com O REMOVE ONE EXISTING REGULATORY SIGN R3-5A (THRU ONLY) AND REPLACE WITH ONE REGULATORY SIGN R3-6L (THRU AND LEFT ONLY). NEW DESCRIPTION O7 REMOVE ONE EXISTING REGULATORY SIGN R3-5L (LEFT TURN ONLY). DECORATIVE SIGNAL POLE WITH MAST ARM AND DECORATIVE LUMINAIRE Og REMOVE ONE EXISTING REGULATORY SIGN R3-2 NO LEFT TURN). � � � TYPE I OR TYPE PS SIGNAL POLE Oj Og RELOCATE EXISTING RIGHT TURN VEHICLE SIGNAL HEAD TO THE EXISTING SIGNAL POLE PER VEHICLE SIGNAL HEAD ASSIGNMENTS AND NEW MOUNTING BRACKET, THIS SHEET. ROADWAY LUMINAIRE AND POLE 10 INSTALL ONE VIDEO DETECTION CAMERA ON THE EXISTING SIGNAL MAST ARM FOR THE SOUTH BOUND APPROACH. FOR VIDEO DECORATIVE PEDESTRIAN LUMINAIRE AND DETECTION DETAILS SEE SIGNAL POLE SPECIFICATION SHEET 25. SEE SPECIAL PROVISIONS. POLE INSTALL ALL ASSOCIATED VIDEO DETECTION SYSTEM EQUIPMENT IN THE EXISTING SIGNAL CONTROLLER CABINET. COORDINATE * LED UPLIGHT LUMINAIRE ALL WORK WITH THE ENGINEER. VEHICLE SIGNAL HEAD 12 VIRTUAL LOOP DETECTION ZONE (SHOWN FOR REFERENCE ONLY). FINAL ZONE LOCATIONS TO BE DETERMINED BY THE PEDESTRIAN SIGNAL HEAD ENGINEER IN THE FIELD. � EMERGENCY PRE—EMPTION DETECTOR Oj 13 RELOCATE VEHICLE SIGNAL HEAD EX23 AS NEEDED TO MAINTAIN MINIMUM 8' HORIZONTAL SPACING BETWEEN CENTER OF � VEHICLE DETECTION CAMERA VEHICLE SIGNAL HEADS. a PTZ CAMERA Oj �q FURNISH AND INSTALL ONE VEHICLE SIGNAL HEAD AND MOUNTING BRACKET ON THE EXISTING MAST ARM PER VEHICLE TRAFFIC SIGNAL MOUNTED SIGN SIGNAL HEAD ASSIGNMENTS, THIS SHEET. INSTALL NEW WIRING TO THE EXISTING SIGNAL POLE MOUNTED TERMINAL CABINET. REUSE EXISTING WIRING FROM SIGNAL POLE MOUNTED TERMINAL CABINET TO THE TRAFFIC SIGNAL CONTROLLER CABINET. SEE m TRAFFIC CONTROLLER CABINET SPECIAL PROVISIONS. CK ELECTRICAL SERVICE CABINET SIGN SCHEDULE 0 INTERCONNECT CABINET 'R IRRIGATION CONTROLLER m B 0 JUNCTION BOX TYPE 1, 2& 8 E3 SMALL CABLE VAULT r--------- i L_________J VEHICLE VIDEO DETECTION ZONE - - CONDUIT 0 SIGNAL POLE NOTE O O Q CONSTRUCTION NOTE R3-6R (30" x 36") R3-6L (30" x 36") A WIRE NOTE NOTE: 0 SIGN NOTE 1. SIGNS ARE NOT TO SCALE. 2. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. LUMINAIRE SCHEDULE NOTE (SEE SHEET 3. FOR MAST ARM MOUNTED STREET NAME SIGN USE 12 INCH C-SERIES NUMERALS AND LETTERS. O 23 FOR LUMINAIRE SCHEDULE) 4. BACK OF MAST ARM SIGNS AND MOUNTING EQUIPMENT SHALL BE PAINTED TO MATCH SIGNAL MAST ARM COLOR. RECORD DRAWING Information shown on this record drawing describes as —designed components and/or as —constructed components. Information regarding as —constructed components was provided by others and was not verified. CITY OF RENTON MAIN AVENUES DRAWING NO. 27 (S 3RD STREET TO MILL AVENUE S) PROJECT NO. 14080 lqzus7iPublic Works Department SIGNALIZATION PLAN FED AID NO. APPROVED FOR CONSTRUCTION DATE: OCT 2016 MAIN AVE S & HOUSER WAY S BY: DATE: SHEET NO. 27 OF 44