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• SIGNAL HEAD NOTES SIGNAL DISPLAYS SIGNAL POLE NOTES
<br /> 1. VEHICLE SIGNAL HEADS 11/OLA, OLE7/OLC, 21, 22, 21/OIB, 22/OLB, 31, 32, 41, 42, 61, 62, 61/OLF, 62/OLF, AND 71/OLD SHALL HAVE / //// /////J 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6. FURNISH AND INSTALL TYPE 2A STEEL SIGNAL POLE WITH 40' MAST ARM.
<br /> TYPE "M" MOUNTING PER WSDOT STANDARD PLAN J-75.20-01. / TWO (2) VEHICLE SIGNAL HEADS, ONE (1) PAN-TILT-ZOOM CAMERA PER SPECIFICATIONS, ONE (1) POLE MOUNTED TERMINAL
<br /> 12" / /® R 12" /O/ LED COUNTDOWN CABINET, ONE (1) PEDESTRIAN SIGNAL HEAD, AND ONE (1) APS PEDESTRIAN PUSHBUTTON ASSEMBLY.
<br /> 2. VEHICLE SIGNAL HEADS 12/OLA, OLE2/OLC, 23, 23/OLB AND 63 SHALL HAVE TYPE 'K" MOUNTING PER WSDOT STANDARD PLAN J-75.10-02. / /
<br /> / / O CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6. FURNISH AND INSTALL TYPE 3A STEEL SIGNAL POLE WITH 35' MAST ARM.
<br /> 3. PEDESTRIAN SIGNAL HEADS 27, 28, 29, 38 AND 39 SHALL HAVE TYPE "E" MOUNTING PER WSDOT STANDARD PLAN J-75.10-02. 12" /®/ Y 12" /O/ ��I• 0 ONE (1) TYPE 1 (DAVIT) 12' LUMINAIRE ARM, ONE (1) GREEN COBRA HEAD LED 80E TYPE 3 700mA LUMINAIRE, INCLUDING
<br /> 5 MOUNTINGS, FOUR (4) VEHICLE SIGNAL HEADS, TWO (2) EVP DETECTORS TYPE 711, ONE (1) LANE CONTROL SIGN, AND ONE (1)
<br /> 4. PEDESTRIAN SIGNAL HEAD 26 SHALL HAVE TYPE 'D" MOUNTING PER WSDOT STANDARD PLAN J-75.10-01. '/ / / / !AV" POLE MOUNTED TERMINAL CABINET.
<br /> 12" /®/ FYA 12" /OG / 0
<br /> 5. ALL VEHICLE SIGNAL HEADS SHALL HAVE BACKPLATES. / / / / 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6. FURNISH AND INSTALL TYPE 2A STEEL SIGNAL POLE WITH 30' MAST ARM.
<br /> t'///. THREE (3) VEHICLE SIGNAL HEADS, ONE (1) EVP DETECTORS TYPE 711, ONE (1) STREET NAME SIGN, AND ONE (1) POLE
<br /> 6. PEDESTRIAN PUSHBUTTONS SHALL BE TYPE APS (4-WIRE) PER SPECIFICATIONS, AND INSTALLED PER MANUFACTURERS REQUIREMENTS. 12" ,,/,®/ G LLED _ MOUNTED TERMINAL CABINET.
<br /> l//// 21, 22, 23, 21/OLB, 26, 27, 28, 29
<br /> 38, 39 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6. FURNISH AND INSTALL TYPE 3A STEEL SIGNAL POLE WITH 40' MAST ARM.
<br /> LED 22/OLB, 23/0LB, 31, 32, ONE (1) TYPE 1 (DAVIT) 12' LUMINAIRE ARM, ONE (1) GREEN COBRA HEAD LED 80E TYPE 3 700mA LUMINAIRE, INCLUDING
<br /> 11/OLA 12�OLA 41, 42, 61, 62, 63, MOUNTINGS, THREE (3) VEHICLE SIGNAL HEADS, ONE (1) LANE CONTROL SIGN, AND ONE (1) POLE MOUNTED TERMINAL CABINET.
<br /> OLE1/OLC, OLE2/OLC 61/OLF, 62/OLF 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6. FURNISH AND INSTALL TYPE 2A STEEL SIGNAL POLE WITH 20' MAST ARM.
<br /> 71/OLD TWO (2) VEHICLE SIGNAL HEADS, ONE (1) EVP DETECTORS TYPE 711, ONE (1) STREET NAME SIGN, ONE (1) POLE MOUNTED
<br /> WIRE SCHEDULE TERMINAL CABINET, AND ONE (1) PEDESTRIAN SIGNAL HEAD..
<br /> 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6 AND SG7. FURNISH AND INSTALL TYPE 3A STEEL SIGNAL POLE WITH 30'
<br /> MAST ARM. ONE (1) TYPE 1 (DAVIT) 12' LUMINAIRE ARM, ONE (1) GREEN COBRA HEAD LED 80E TYPE 3 700mA LUMINAIRE,
<br /> PED PED PUSH PUSH VEHICLE AND PED DET LOOP SYSTEM PULL INCLUDING MOUNTINGS, THREE (3) VEHICLE SIGNAL HEADS, TWO (2) EVP DETECTORS TYPE 711, ONE (1) POLE MOUNTED
<br /> TERMINAL CABINET, ONE (1) PEDESTRIAN SIGNAL HEAD, AND ONE (1) APS PEDESTRIAN PUSHBUTTON ASSEMBLY.
<br /> RACEWAY PT2 BUTTONS BUTTONS SIGNAL HEADS OPT-DET RETURNS POWER ILLUM GROUND CORD �W
<br /> (PPB) (PPB) /� 0 ,� 0 CONSTRUCT FOUNDATION PER CITY OF EVERETT STD. DRAWING 809A. FURNISH AND INSTALL TYPE 1 (DAVIT) STREET LIGHT
<br /> y cea STANDARD PER WSDOT STD. PLAN J-28.10-01, ONE (1) 12' LUMINAIRE ARM, ONE (1) GREEN COBRA HEAD LED 80E TYPE 3
<br /> 4Cb#18 2SPCb#16 5Cb#14 7Cb#14 1OCb#14 3SCb#16 2SPCb#16 3SPCb#16 2CSH#14 #2 #6 #6 #8 cva ,2 700mA LUMINAIRE, INCLUDING MOUNTINGS, ONE (1) VEHICLE SIGNAL HEAD, ONE (1) PEDESTRIAN SIGNAL HEAD, AND ONE (1) APS
<br /> 1 2" PVC, SCH 40 2 1 1 1 0.89 0.25 PEDESTRIAN PUSHBUTTON ASSEMBLY.
<br /> 2 2" PVC, SCH 40 1 2 1 1 2 0.89 0.43 OS CONSTRUCT FOUNDATION PER WSDOT STD. PLAN J-20.10-03. FURNISH AND INSTALL ONE (1) APS PEDESTRIAN PUSHBUTTON
<br /> 3 1" PVC, SCH 40 1 1 1 1 3 0.23 0.21 ASSEMBLY.
<br /> 4 2" PVC, SCH 40 1 1 1 4 0.89 0.26 0 CONSTRUCT FOUNDATION PER DETAIL DWG. NO. SG6 AND SG7.FURNISH AND INSTALL TYPE PS STEEL SIGNAL POLE WITH ONE (1)
<br /> 5 2" PVC, SCH 40 2 1 2 1 1 5 0.89 0.64 PEDESTRIAN SIGNAL HEAD, AND ONE (1) APS PEDESTRIAN PUSHBUTTON ASSEMBLY.
<br /> 6 4" PVC, SCH 40 1 2 1 1 6 3.35 0.70 10 CONSTRUCT FOUNDATION PER CITY OF EVERETT STD. DRAWING 809A AND SG7. FURNISH AND INSTALL TYPE 1 (DAVIT) STREET
<br /> 7 2" PVC, SCH 40 1 1 2 1 1 7 0.89 0.50 LIGHT STANDARD PER WSDOT STD. PLAN J-28.10-01, ONE (1) 12' LUMINAIRE ARM, ONE (1) GREEN COBRA HEAD LED 80E TYPE
<br /> 8 4" PVC, SCH 40 2 2 2 1 1 8 3.35 0.91 3 700mA LUMINAIRE, INCLUDING MOUNTINGS, TWO (2) VEHICLE SIGNAL HEADS, ONE (1) PEDESTRIAN SIGNAL HEAD, AND ONE (1)
<br /> APS PEDESTRIAN PUSHBUTTON ASSEMBLY.
<br /> 9 4" PVC, SCH 40 1 1 1 1 9 3.35 0.43
<br /> o 10 4" PVC, SCH 40 1 2 1 1 10 3.35 0.48 CONSTRUCTION NOTES
<br /> E 11 4" PVC, SCH 40 1 2 1 1 1 11 3.35 0.81
<br /> 12 4" PVC, SCH 40 1 2 1 1 1 12 3.35 0.81 O INSTALL TYPE 1 JUNCTION BOX WITH 2' PVC STUB OUT TO EDGE OF GUTTER, PER CITY OF EVERETT STANDARD DRAWINGS 805A
<br /> 13 2" PVC, SCH 40 1 1 1 13 0.89 0.21 AND 805B. JUNCTION BOXES PLACED IN SIDEWALK SHALL HAVE NON-SKID UDS.
<br /> 14 4" PVC, SCH 40 2 2 2 1 1 14 3.35 0.91 O INSTALL TYPE 2 JUNCTION BOX PER CITY STANDARD DRAWINGS 805A AND 805B. JUNCTION BOXES PLACED IN SIDEWALK SHALL
<br /> 15 4" PVC, SCH 80 1 3 1 1 2 1 1 15 3.35 1.37 HAVE NON-SKID LIDS.
<br /> o
<br /> y 2" PVC, SCH 80 I I I I I I I I I I I I 2 I 1 1 0.89 0.19 O HAVE NON-SKID PE LIDSON BOX PER CITY STANDARD DRAWINGS 805A AND 8058. JUNCTION BOXES PLACED IN SIDEWALK SHALL
<br /> 2" PVC, SCH 80 �� F� I- 1
<br /> 16 4" PVC, SCH 80 1 2 2 1 1 1 16 3.35 1.02 O INSTALL UTILITY VAULT PER DETAIL DRAWING SG7.
<br /> 2" PVC, SCH 80 2 1 1 0.89 0.19 O INSTALL TYPE NEMA TS2 CONTROLLER CABINET ON FOUNDATION PER CITY OF EVERETT STANDARD DRAWING 823. CONTRACTOR TO
<br /> 2" PVC, SCH 80 , I ' �� , E- 1 FURNISH ALL CABINET PERIPHERALS INCLUDING FIBER SPLICE TRAY, PATCH PANEL PATCH CORDS, AND FIBER SWITCH.
<br /> g 17 4" PVC, SCH 80 3 3 1 1 1 17 3.35 1.73
<br /> O CONSTRUCT FOUNDATION PER CITY OF EVERETT STD. DRAWING 826. FURNISH AND INSTALL SERVICE CABINET PER CITY OF EVERETT
<br /> Pi 2" PVC, SCH 80 2 1 1 0.89 0.19 STD. DRAWING 801C.
<br /> 2' PVC, SCH 80 1 A �� h- 1
<br /> / 18 4' PVC, SCH 80 1 1 3 3 2 2 1 1 18 3.35 1.73 O INSTALL SMALL CABLE VAULT PER WSDOT STD. PLAN J-90.21-00.
<br /> 2" PVC, 80 - 2 1 1 0.89 0.19 SIGNAL EQUIPMENT TABLE
<br /> ,, SCH 2" PVC, SCH 80 , I ' �� 1
<br /> E 19 4" PVC, SCH 40 1 3 1 5 3 6 2 _ 1 1 19 3.35 2.76 STATION/OFFSET DESCRIPTION CONDUIT FILL (IN)
<br /> 2" PVC, SCH 40 2 1 1 0.89 0.19 53+85 - 30' RT TYPE 1 J-BOX 4
<br /> 2" PVC, SCH 40 1=:. A I 1 54+85 - 33' RT TYPE 1 J-BOX 4
<br /> 20 2-4" PVC, SCH 40 1 I I 1 1 4 I 2 I 10 I 6 I 6 I I 4 I I I I 1 1 20 6.70 5.15
<br /> 4 4" PVC, SCH 40 . i=" ..-, >, I-- I 1 55+76 - 39' RT TYPE 1 J-BOX 6
<br /> 21 2" PVC, SCH 40 2 1 1 21 0.89 0.19 55+83 - 51' PT UTILITY VAULT 20
<br /> N 22 2" PVC, SCH 40 2 1 1 22 0.89 0.19 PHASING SEQUENCE DIAGRAM 56+65 - 66' RT TYPE 1 J-BOX 4
<br /> 23 4" PVC, SCH 80 L-J �C \/ I- I L- 1_--- -.. f� < E- 1 23
<br /> 56+79 - 50' RT UTILITY VAULT 36
<br /> 3 OLA 57+33 - 43' RT TYPE 1 J-BOX 4
<br /> CONDUCTOR NOTES + Ow_ O y 57+41 - 48' RT UTILITY VAULT 28
<br /> 3SCb#20= 3 CONDUCTOR NO. 20 AWG, OPTICOM #138 CABLE OR 2Cb#10= 2 CONDUCTOR NO. 10 AWG CABLE, WSDOT SPEC 9-29.3(5) POLE 57+95 - 62' RT TYPE 1 J-BOX 4
<br /> a EQUAL (APPROX. AREA 0.07 SQ IN) AND BRACKET CABLE FOR LUMINAIRE (APPROX. AREA 0.14 SQ IN) 58+01 - 46' RT TYPE 8 J-BOX 16
<br /> 10Cb#14= 10 CONDUCTOR NO. 14 AWG STRANDED CABLE, IN 4Cb#18= 4 CONDUCTOR NO. 18 AWG STRANDED CABLE, BELDEN 8489 OR 01 02 03 04
<br /> E 60+15 - 31' LT TYPE 1 J-BOX 4
<br /> 8 APPROVED EQUAL (APPROX. AREA 0.21 SO IN)
<br /> 7Cb#14= 7 CONDUCTOR NO. 14 AWG STRANDED CABLE, IMS
<br /> SPEC 20-1-1984. (APPROX. AREA 0.17 SQ IN) #2= SINGLE CONDUCTOR NO. 2 AWG, TYPE USE INSULATION, WSDOT In p _ I
<br /> 59+24 - 31' LT TYPE 1 J-BOX 4
<br /> 5Cb#14= 5 CONDUCTOR N0. 14 AWG STRANDED CABLE, IMS SPEC 9-29.3(1) (APPROX. AREA 0.12 SQ IN) Z 58+24 - 31' LT TYPE 1 J-BOX 6
<br /> SPEC 20-1-1984. (APPROX. AREA 0.14 SQ IN) #4= SINGLE CONDUCTOR NO. 4 AWG, TYPE USE INSULATION, WSDOT EMERGENCY VEHICLE PRE-EMPTIONS La M 58+01 - 37' RT TYPE 2 J-BOX 9
<br /> SPEC 9-29.3(1) (APPROX. AREA 0.10 SQ IN) 2 W NOT
<br /> 3C6#14= 3 CONDUCTOR NO. 14 AWG STRANDED CABLE, IMS USED 57+46 - 33' LT TYPE 8 J-BOX 14
<br /> SPEC 20-1-1984. (APPROX. AREA 0.11 SQ IN) #6= SINGLE CONDUCTOR NO. 6 AWG, TYPE USE INSULATION, WSDOT EVP A EVP B EVP C EVP D
<br /> SPEC 9-29.3(1) (APPROX. AREA 0.08 SQ IN) (02) (03) (04+07) (01+06) 56+79 - 31' LT TYPE 1 J-BOX 4
<br /> 2SPCb#16= 2 SHIELDED PAIR CABLE NO. 16 AWG, BELDEN 1055A
<br /> OR APPROVED EQUAL. (APPROX. AREA 0.19 SQ IN) #8= SINGLE CONDUCTOR NO. 8 AWG, TYPE USE INSULATION, WSDOT co p OLE/05 06 07 08 56+15 - 32' LT TYPE 8 J-BOX 18
<br /> ESPEC 9-29.3(1) (APPROX. AREA 0.06 SQ IN) z w 06 56+71 - 59' RT SERVICE CABINET
<br /> 3SPCb#16= 3 SHIELDED PAIR CABLE NO. X. AWG, BELDEN 1037A w T. - VEHICLE MOVEMENT
<br /> OR APPROVED EQUAL. (APPROX. AREA 0.19 SQ IN) #12= SINGLE CONDUCTOR NO. 12 AWG, TYPE USE INSUlAT10N, WSDOT > 02-_ I --
<br /> w 01y OVERLAP VEHICLE MOVEMENT I 56+73 - 57' RT CONTROLLER CABINET
<br /> x SPEC 9-29.3(1) (APPROX. AREA 0.06 SQ IN) >Ct
<br /> I
<br /> 0 2CSH#14= 2 CONDUCTOR SHIELDED NO. 14 LOOP LEAD-IN CABLE, IMSA SPEC M a- 03 07 04 -�-=PEDESTRIAN MOVEMENT OLD I ALL STATION/OFFSET ARE TO CENTER OF STRUCTURE
<br /> 50-2-1984 (APPROX. AREA 0.09 SQ IN) PULL CORD= 1/8" DIA NYLON PULL CORD WITH MINIMUM PULL STRENGTH OF 200 LBS.
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<br /> E COMMUNITY TRANSIT Drawing No.
<br /> r
<br /> Perteet Drown
<br /> 9/27/16 SCALE
<br /> o�''�-o o 75%SUBMITTAL D,e;9ned By Horia SEAWAY TRANSIT CENTER SG3
<br /> _ ---__._ __ 425-252-770011-800-615-9900 communitytran NOT FOR Ms 9/27/16
<br /> F7l2707 Colby Avenue,Suite 900 S,, ,P 6.,,• CONSTRUCTION Checked By Vert Sheet No.
<br /> MN 9/27/16
<br /> n No. Date Revision BY - Mcr Everett,Washington 98201 Approved
<br /> By P2011 "amp°` SIGNAL NOTES & SCHEDULES
<br /> rn 20110155.023
<br /> of Total
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