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<br /> d m o GENERAL NOTES $51
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<br /> m 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF EVERETT AND WSDOT STANDARD PLANS AND PPB 68
<br /> G p SPECIFICATIONS, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE PED HEAD
<br /> >< cV DURING CONSTRUCTION. 68
<br /> W 1/! N
<br /> O 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION.
<br /> >�R C) m
<br /> (j N 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE
<br /> CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
<br /> w; 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE
<br /> AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING LIGHTING WORK. NOT 811 F Fra„@^O^rO�^
<br /> ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. ___ W 769 ll1 1 1v�7p g p
<br /> M M M EVP 4 B 765 WHAT TRANSPORTATION CAN BE.
<br /> 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS.THE CONTRACTOR SHALL 811 - EB
<br /> CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH
<br /> AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE -_` i
<br /> L 12131113TH AVENUE NE,SUITE 203
<br /> FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR -- Y 1 KIRKLAND,WASHINGTON 98034
<br /> SHALL NOTIFY THE AFFECTED UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE - 11• 0
<br /> RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED UTILITY c c c c (TEL)425821-3665
<br /> AGENCY. Z ss c ss ssc ss -•s�o ss- sg s ss s ss ss- (FAX)425 825-8434
<br /> O ;. I
<br /> 6. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE U I TERM
<br /> GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH w
<br /> --------------------------- ------- T @� PED HEAD CAB
<br /> THE ENGINEER PRIOR TO INSTALLATION. w kFROM
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<br /> 7. POLE FOUNDATION LOCATION SHALL BE STAKED IN THE FIELD, POTHOLED TO VERIFY NO POTENTIAL p °�°°�° ro ro o I,80' W F,S, r cc
<br /> UTILITY CONFLICTS EXIST, AND BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. Z P LI E) 4yF W
<br /> w m m r 780o8. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS SHALL BE EQUIPPED WITH SLIP-RESISTANT m L8S I BB 784 R t,LIDS. I p sJ,x m-1
<br /> r_c~il L81 0 u I s4ss }'Q G O9. ACCESSIBLE PEDESTRIAN PUSHBUTTONS (APS) SHALL BE TYPE POLARA NAVIGATOR (3-WIRE) AND w1 TYPE 8 JB -,I C m WO
<br /> INSTALLED PER MANUFACTURER'S REQUIREMENTS. L� A X
<br /> 10. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONDUCTORS ASSOCIATED WITH EXISTING SIGNAL 0�Ld
<br /> s l•
<br /> EQUIPMENT SPECIFIED FOR REMOVAL, UNLESS OTHERWISE NOTED. ABANDON EXISTING UNUSED •.I
<br /> CONDUIT AND REMOVE CONDUIT SWEEPS. REMOVE PORTIONS OF ABANDONED CONDUIT WHERE IN w Ir
<br /> CONFLICT WITH NEW CONDUIT, UNLESS OTHERWISE NOTED. EXISTING TRAFFIC SIGNAL SYSTEM SHALL O
<br /> REMAIN OPERATIONAL UNTIL INSTALLATION OF FINAL TRAFFIC SIGNAL IS INSTALLED. DELIVER REMOVED
<br /> �SS
<br /> SIGNAL POLES TO RAILWAY AVE YARD PER SPECIAL PROVISIONS. Z � I 0 r m 3 A o
<br /> LEGEND O I o z o5 pi a �e
<br /> DESCRIPTION EXISTING PROPOSED m � o{m
<br /> DETECTION SCHEMATIC 811 3 (TYP) IJTI y< LcJT U S
<br /> RIGHT-OF-WAY - - - - o LJ m m<
<br /> CONDUIT - - - - - - - - - , w
<br /> SIGNAL POLE NOTE ® o p o111 m ctevelapmel�t partners
<br /> CONSTRUCTION NOTE14 m 'm
<br /> WIRE NOTE - - - - - - P m m W W=
<br /> � - I 'a
<br /> TYPE 1 JUNCTION BOX
<br /> TYPE 2 JUNCTION BOX 51 o �F. C�_�
<br /> �� �� ��TYPE 8 JUNCTION BOX 0 03 TYP) ��q
<br /> SERVICE CABINET . ! ° FoFo �GG
<br /> Fo 0o LEGEND
<br /> IP - P"N"VM-MULTI-CONDUCTOR N0.14 AWG CABLE,
<br /> TRAFFIC SIGNAL CONTROLLER CABINET ® I 1 2 I _ EVP 4
<br /> 1 G G G G G� IMSA SPEC 20-1-1984,FOR MAIN V
<br /> 0EHICLE HEADS.
<br /> TYPE 1/PS TRAFFIC SIGNAL POLE ® �. 68 2 w W W � w I
<br /> � ,I o P'N'AX MULTI CONDUCTOR N0.14 AWG CABLE,
<br /> TYPE III TRAFFIC SIGNAL POLE �I �o - - o - -
<br /> a- IMSA SPEC 20 1 1984,FOR AUXILIARY
<br /> PEDESTRIAN PUSHBUTTON POST ❑0 0 I .=' _ ° - FUNCTIONS&PED HEADS
<br /> P'N'OP-3 CONDUCTOR NO.20 AWG,OPTICOM
<br /> PUSHBUTTON ASSEMBLY 1L A ---- - 14*00 0 4
<br /> 41 PPB 89
<br /> 80 #138 CABLE OR EQUAL
<br /> VIDEO DETECTION CAMERA 14 1 I � n\/��� P"N"PB-3 SHIELDED PAIR CABLE NCAS AWG,
<br /> OOn D`^/nv A 5 R A V A BELDEN 1037A OR APPROVED EQUAL
<br /> VEHICLE DETECTION LOOPS O O 3 2 Od o FOR PED PUSH BUTTONS
<br /> -� o -1
<br /> o3� P"N"SL-N0.8 AWG,WITH GROUND,FOR STREET
<br /> to FO _Oj od-F� 3-� I o LIGHTING
<br /> SIGNAL POLE NOTES 1 I 3�-
<br /> "N"= POLE NUMBER W
<br /> G G 2 G G G G 6
<br /> Q EXISTING TYPE III TRAFFIC SIGNAL POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTON. U� Q
<br /> REPAIR UNUSED HOLES PER WSDOT STANDARD PLAN IS-17. REMOVE EXISTING PPB CONDUCTORS W W W W I �� WIRING SCHEMATIC Q N
<br /> BACK TO EXISTING TRAFFIC SIGNAL CONTROLLER CABINET. I P 3 I = 03
<br /> (7)02 CONSTRUCT POLE FOUNDATION AND INSTALL TYPE PPB GALVANIZED STEEL PEDESTRIAN PUSHBUTTON �O EXISTING TRAFFIC SIGNAL CABINET ®tee 4
<br /> POST WITH BREAKAWAY COUPLING AND ONE (1) ACCESSIBLE PEDESTRIAN PUSHBUTTON (APS) Q
<br /> ASSEMBLY. RUN NEW 2CSH#14 CONDUCTORS BACK TO EXISTING TRAFFIC SIGNAL CABINET AND i O 61/31 i EXISTING SERVICE CABINET
<br /> TERMINATE IN THE ASSOCIATED INPUT TERMINAL. RUN NEW 4Cb#18 TO EXISTING PEDESTRIAN HEAD
<br /> CONTROLLER UNIT ON POLE #1. U F_
<br /> 03 CONSTRUCT POLE FOUNDATION AND INSTALL TYPE PPB GALVANIZED STEEL PEDESTRIAN PUSHBUTTON L - - - - - - - - - - -I O W tY
<br /> POST WITH BREAKAWAY COUPLING AND ONE (1) ACCESSIBLE PEDESTRIAN PUSHBUTTON (APS) INLET SCALE: 1 =10� -1 LLJ
<br /> >
<br /> ASSEMBLY. RUN NEW 2CSH#14 CONDUCTORS BACK TO EXISTING TRAFFIC SIGNAL CABINET AND m W
<br /> TERMINATE IN THE ASSOCIATED INPUT TERMINAL. RUN NEW 4Cb#18 TO EXISTING PEDESTRIAN HEAD 40
<br /> CONTROLLER UNIT ON POLE #1. _
<br /> Q J
<br /> 0 20 60 Q 3: Q
<br /> CONSTRUCTION NOTES PHASE SEQUENCE DIAGRAM(EX) EMERGENCY VEHICLE PRE-EMPTIONS(EX) Q =
<br /> 01 02 03 04 0 0 (n
<br /> O1 REMOVE EXISTING TYPE PBB PEDESTRIAN PUSHBUTTON POST. < C2 N
<br /> Q
<br /> REPLACE EVP 1 EVP 2 EVP 3 EVP 4
<br /> O EVERE17 STANDARD NG JDRAWING 808. MANTAINUNCTION BOX WITH EAND JPROTEOT N BOX I EXISTINGTH NON-SKID PER CITY OF ALL ISTING CONDUIT AND N p '-_J--► NA (02+05) (04) (01+06) (08) 2:� N
<br /> CONDUCTORS. z cf) m 0
<br /> 716 ~ z 06 08
<br /> O ABANDON EXISTING DETECTION LOOPS. INSTALL 6' DIAMETER ROUND VEHICLE DETECTION LOOP w �
<br /> CENTERED IN TRAVEL LANE PER CITY OF EVERETT STANDARD DRAWINGS 805 AND 810. > w 05® MAINTAIN AND PROTECT EXISTING TRAFFIC SIGNAL POLE DURING CONSTRUCTION. • NA o w 02 03
<br /> 1
<br /> d 04 REVISION DATE REASON FOR ISSUE
<br /> O ROUTE NEW LOOP LEAD-INS TO JUNCTION BOX VIA EXISTING CONDUIT STUB-OUT. SPLICE NEW
<br /> LOOP LEAD-INS INTO EXISTING LOOP DETECTION CONDUCTORS WITHIN JUNCTION BOX.
<br /> 05 06 07 08
<br /> © INSTALL ONE TEMPORARY TELEDYNE FUR TRAFISENSE2 VIDEO DETECTION CAMERA ON EXISTING
<br /> LUMINAIRE MAST ARM FOR EASTBOUND TRAFFIC WHEN EXISTING LOOPS ARE IMPACTED PER
<br /> MANUFACTURER'S SPECIFICATIONS. ROUTE NEW VIDEO CAMERA DETECTION CONDUCTORS TO BACK
<br /> TO EXISTING TRAFFIC SIGNAL CABINET VIA EXISTING CONDUIT PATHWAY. VIDEO DETECTION CAMERA WIRE SCHEDULE CAMERA
<br /> AND ASSOCIATED EQUIPMENT SHALL BE REMOVED AFTER NEW DETECTION LOOPS HAVE BEEN
<br /> INSTALLED AND ARE OPERATIONAL. RACEWAY PED PUSH BUTTONS VEHICLE AND PED SIGNAL HEADS OPT-DET BEACON DIET LOOP RETURNS GNMRA ILLUMINATION SYS GIN Pull Cord Q
<br /> MATERIAL N EX 2SPCb#16 2CSH#14 3Cb#18 5Cb#14 7Cb#14 10Cb#14 3SCb#20 2CSH#14 2SPCb#16 3SPCb#16 2CSH#14 ETHERNET #6 #8
<br /> INCLUDE ALL EQUIPMENT FOR A FUNCTIONING SYSTEM INCLUDING FUR 632 CAMERA,
<br /> MOUNTING BRACKETS WITH EXTENSION POLES,TI BPL2 EDGE INTERFACE CARD,POE 1 2"PVC,SCH 40 x 1 1 1 1 1 ¢ e wq
<br /> INJECTOR,OUTDOOR RATED ETHERNET CABLE,AND OTHER HARDWARE NECCESARY.
<br /> 2 4"PVC,SCH 40 X 2 2 2 1 2W 1 1 2
<br /> 3 4"PVC,SCH 80 X 2,2(EX) 2(EX) 1(EX) 2(EX) 2(EX) 2 1 1 1 3
<br /> 2"PVC,SCH 80 X 2W 1 1 A,
<br /> MATERIAL N EX 2SPCb#16 2CSH#14 3Cb#18 5Cb#14 7Cb#14 10Cb#14 3SCb#20 2CSH#14 2SPCb#16 3SPCb#16 2CSH914 O ETHERNET #6 #8
<br /> # RACEWAY PED PUSH BUTTONS VEHICLE AND PED SIGNAL HEADS OPT-DET BEACON DIET LOOP RETURNS {-MMRPr ILLUMINATION SYS GIN Pull Cord A. f05smaVc'
<br /> KEY-EX=EXISTING,N=NEW,RMC=RIGID METAL CONDUIT,PVC=POLYVINYL CHLORIDE CONDUIT,W=WEST ILLUMINATION CIRCUIT,E=EAST,CAMERA ION CIRCUIT N4L '�tati
<br /> CONDUCTOR NOTES 3SCb#20= 3 CONDUCTOR NO.20 AWG,OPTICOM#138 CABLE OR EQUAL 2CSH#14= 2 CONDUCTOR SHIELDED NO.14 LOOP LEAD-IN CABLE,IMSA SPEC #2= SINGLE CONDUCTOR NO 2 AWG,TYPE USE INSULATION, TRAFFIC
<br /> (APPROX.AREA 0.07 SQ IN) 50-2-1984(APPROX AREA 0.09 SQ IN) WSDOT SPEC 9-29.3(A).APPROX.AREA 0.12 SQ IN) SIGNAL
<br /> �
<br /> 1OCb#14= 10 CONDUCTOR NO 14 AWG STRANDED CABLE,IN) 2Cb#10= 2 CONDUCTOR NO.10 AWG CABLE,WSDOT SPEC 9-29.3(5),POLE #4= SINGLE CONDUCTOR NO 4 AWG,TYPE USE INSULATION, S I G N A L
<br /> SPEC20-1-1984.(APPROX.AREA 0.29 SQ IN) AND BRACKET CABLE FOR LUMINAIRE(APPROX.0.14 SQ IN) WSDOT SPEC 9-29.3(A).APPROX.AREA 0.10 SQ IN) PLAN
<br /> 7Cb#14= 7 CONDUCTOR NO 14 AWG STRANDED CABLE,IMS SPEC20-1-1984. 2Cb#10= 2 CONDUCTOR NO.10 AWG CABLE,WSDOT SPEC9-29.3(5),POLE #6= SINGLE CONDUCTOR NO 6 AWG,TYPE USE INSULATION,
<br /> (APPROX.AREA 0.17 SQ IN) AND BRACKET CABLE FOR LUMINAIR.(APPROX.AREA 0.14 SQ IN) WSDOT SPEC 9-29.3(A).APPROX.AREA 0.08 SQ IN)
<br /> 5Cb#14= 5 CONDUCTOR NO 14 AWG STRANDED CABLE,IMS SPEC20-1-1984. 6,25,SOPAIR#19= INTERCONNECT:50,2S&6 PAIR NO.19 AWG CABLE,REA #8= SINGLE CONDUCTOR NO 8 AWG,TYPE USE INSULATION, CONSTRUCTION
<br /> (APPROX.AREA 0.14 SQ IN) SPECPE-39(UNDERGROUND),PE-38(AERIAL).(APPROX AREA WSDOT SPEC 9-29.3(A).APPROX.AREA 0.06 SQ IN)
<br /> 3Cb#14= 3 CONDUCTOR NO 14 AWG STRANDED CABLE,IMS SPEC20-1-1984. 6PR=0.32 SQ IN,25PR=0.82 SQ IN&50PR=1.43 SQ IN) #12= SINGLE CONDUCTOR NO 12 AWG,TYPE USE D 0 C U M E N TS
<br /> (APPROX.AREA 0.11 SQ IN) INSULATION,WSDOT SPEC 9-29.3(A).APPROX.AREA
<br /> 2SPCb#16= 2 SHIELDED PAIR CABLE NO.16 AWG,BELDEN 1055A OR 0.06 SQ IN)
<br /> APPROVED EQUAL.(APPROX.AREA 0.19 SQ IN) ULL CORD= 1/8"DIA NYLON PULL CORD WITH MINIMUM PULL DATE PROJECT NUMBER
<br /> 3SPCb#16= 3 SHIELDED PAIR CABLE NO.16 AWG,BELDEN 1037A OR STRENGTH OF 200 LBS. 1 2.1 2.2022 21-056
<br /> APPROVED EQUAL.(APPROX.AREA 0.19 SQ IN) SHEET NUMBER
<br /> APPROVED AS NOTED
<br /> s / -
<br /> a APPROVED n-IL L--E- T CJ` O
<br /> By CHert at 8:35:49 AM,12/27/2022
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