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HomeMy WebLinkAboutTigard Photo Enforcement Plans_Stamped_112019 IIM@IEM� SIGN AND POST DATA TABLE SIGN COLOR 1/ SIGN TYPE OF SUPPORT POST FOOTING REMARKS N0. SIGN SIGN SUB- BACK LEGEND NO y SECONDARY SIGN EXISTING CONTROLLERS POLES AND SERVICE LOCATION" DIMENSIONS STRATE GROU LEGEND TYPE w SUPPORT LOCATION MIN.DEPTH ND (TM676&TM678) SIZE LENGTH o 1- Ato N RETAIN AND PROTECT EXISTING CONTROLLER CABINET (TM200-TM201, v TM635) - _� ri Co' m F (O N O^ N ttD N N N ® n O 2^ 2 IT 1- N H U �� RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET r' 17~~ 1-w z i '-N ' ❑w ® (°� yN.-. 2m NtON mNQX LENGTH = WIDTH HEIGHT ,-to Q U o I-- 'D N v w (FT.) I- Q RETAIN AND PROTECT EXISTING WOOD POLE(DATA COMMUNICATIONS SOURCE) ~ F m z F z z C r` (gg°❑ y Z H ¢0 0 w p w w tt w a F 0 2 LL 0 w O w~ 0 LL O. a 17 ,0 Cm S<F w w�0 2 0 L,= I a PHOTO ENFORCEMENT EQUIPMENT z W t9 6 y• Q 31_LU,)w tLLJUJO ; g w o° > • O O Z m fr W•'z U Z m N W a'(Jj Z Q y J Lu ILI w m INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR z• p w w w w 'Ul' Z CO~in▪K J w m J N 4 z w LI ® ❑ J to a s Q. a LL w m O W2 ,Oy at >❑2 wa H4J> „, 0 w Owl Z O~�¢�a z o~z m z�w a O�O X x a co ® Z F LL W INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST w X r Lu r r ❑ O- O-- v ¢ a h W a co a a 0 d r G�� QD�nm"Uhw=2 Ei>UUU co 2 Ali INSTALL PHOTO FLASH UNIT FOR CAMERA NUMBER(N)ON PIPE POST 1 OR 99W NB 30 30 X Y BK X 1 X 4"x 6" 17.75' MOUNT ON NEW WOOD POST 6"BEHIND SIDEWALK. Mr OR 99W SB 30 30 X Y BK X X 4"x 6" 17.75' MOUNT ON NEW WOOD POST 6"BEHIND SIDEWALK. INSTALL RADAR UNIT ON PIPE POST.SEE RADAR ISOLATION PROCEDURE DOCUMENT. 2 OR 99W NB 24 18 X Y BK X 2 MOUNT BELOW SIGN NO.1 INSTALL MODEM PER DATA COMMUNICATIONS PROVIDER REQUIREMENTS. OR 99W SB 24 18 X Y BK X MOUNT BELOW SIGN NO.1 0INSTALL DATA COMMUNICATIONS SWITCH 'INSTALL POSTS 6"BEHIND SIDEWALK AT 1/ BK=BLACK R=RED LOCATIONS INDICATED ON SHEET 2. BL=BLUE RB=RED-BLUE SIGN LEGEND BR=BROWN SW=SILVER-WHITE 0INSTALL CAMERA JUNCTION BOX ENCLOSURE ON PIPE POST FY=FLUORESCENT YELLOW W=WHITE G=GREEN Y=YELLOW ON INSTALL NEW SIGN(N) O=ORANGE YG=YELLOW-GREEN JUNCTION BOXES INSTALL NEW SIGN(N)ON NEW(M)SIGN SUPPORT M m GENERAL NOTES N=SIGN NUMBER Icy REMOVE EXISTING JUNCTION BOX M=MATERIAL 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS, MATERIAL OPTIONS. irk INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE FLASH MODULES,RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. Niff APRON PER OREGON STD.DWG.TM472 W-WOOD POST ST-PERFORATED STEEL SQUARE TUBE SIGN SUPPORT 2. CONTRACTOR SHALL PROVIDE PELCO POLES,JUNCTION BOXES,TERMINAL CONDUITS COMPARTMENTS,CONDUIT AND WIRING PER THE DETAILS PROVIDED ON SHEETS 2 AND 3. RETAIN AND PROTECT EXISTING CONDUIT 3. ALL FLASH MODULES,CAMERAS AND RADAR DEVICES SHALL BE INSTALLED WITH A . E MINIMUM OF 8 FEET OF CLEARANCE ABOVE THE SIDEWALK ELEVATION AND NO 4 EQUIPMENT SHALL EXTEND WITHIN 18 INCHES OF THE NEAREST CURB FACE. ACCOMPANIED BY APPLICABLE • INSTALL(S)INCH ELECTRICAL CONDUIT 0 • 4. EACH POLE SHALL BE INSTALLED WITH#6 SOLID GROUND WIRE AND 10'GROUND ROD. OREGON STANDARD DRAWINGS: TM471 O INSTALL CONDUIT RISER AND WEATHERHEAD 5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. TM472TM821 0INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED TM821 V�rl-3 TM822 SIGN NO.1 AS REQUIRING HORIZONTAL DIRECTIONAL DRILLING ON THE PLANS AND SHALL BE IN TM831 ACCORDANCE WITH CURRENT ODOT STANDARD SPECIFICATIONS. TM840 WIRES &CABLES TM841 PHOTO 7. ALL CONTACT CLOSURES FROM THE TRAFFIC SIGNAL CONTROLLER SHALL BE TM842 ENFORCED ® ELECTRICALLY ISOLATED FROM THE TRAFFIC SIGNAL EQUIPMENT. TM843 —- ---_ RETAIN AND PROTECT EXISTING WIRING IN CONDUIT TM844 W16-10aP 8. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 20 AMPS FOR POWER. TM851 SIGN NO.2 (N (G) INSTALL(N)NO.(G=AWG WIRE SIZE)TYPE THHN WIRES(PHOTO ENFORCEMENT SYSTEM POWER) 9. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 5 AMPS FOR PHASE CONDUCTORS. (N)-7C INSTALL(N)7-CONDUCTOR#14 AWG IMSA 19-1 CABLES(SIGNAL PHASE CONTROL OUTPUTS) 10. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 15 AMPS FOR EACH r OREGON DEPARTMENT OF TRANSPORTATION AUX FLASH POWER Traffic Section Approval (N)-E .CS INSTALL(N)6-CONDUCTOR#18 AWG SHIELDED CABLES(RADAR CONNECTION CABLE) ARD 21370 SW Langer Farms Parkway,Ste 142 11. CONTRACTOR SHALL REPAIR AND REPLACE SIDEWALK AND LANDSCAPING TO THEIR SW Lange F OREGON 97140 (N CT INSTALL(N)CAT 5e SHIELDED BELDEN 7919A CABLES OR APPROVED EQUAL(COMMUNICATION) ORIGINAL CONDITION OR BETTER AS REQUIRED TO INSTALL EQUIPMENT,CONDUIT AND �cj PROFFS NG Ph:503-537-8511 JUNCTION BOXES.CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND ,j\� SS OR 99W at SW Durham Road COMM DATA COMMUNICATIONS PROVIDER TO INSTALL COMMUNICATIONS CABLE THROUGH DEDICATED MAINTAIN SUFFICIENT CLEARANCE FROM RAMPS TO AVOID DAMAGE DURING � �Q)\ Nee Photo Red Light Enforcement System (CONTRACTOR-PROVIDED)WEATHERHEAD AND CONDUIT FROM SOURCE ON WOOD POLE TO MODEM CONSTRUCTION.CONTRACTOR TO CLEAN UP ANY DEBRIS AROUND THE WORK AREA. •s �; PE g y TIGARD, OREGON 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR WASHINGTON COUNTY L=LENGTH SHOWN(FEET) DISRUPTIONS MUST BE APPROVED BY ODOT AND THE CITY OF TIGARD. / PH=PHASE SHOWN N=NUMBER SHOWN 13. CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING EXISTING UTILITIES AND SHALL vU 0`� G=AWG SIZE SHOWN 10, PROPERLY PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TO EXISTING UTILITIES. �f A E L 20 O S=SIZE SHOWN(INCHES) IF CONFLICTS BETWEEN POLE LOCATIONS AND UNDERGROUND UTILITIES ARE /Cy 1. •P� SHEET CH=CHANNEL SHOWN IDENTIFIED IN THE FIELD,CONTRACTOR SHALL CONSULT WITH CONDUENT AND ARD NO. ENGINEERING TO DETERMINE WHETHER AND HOW TO ADJUST POLE LOCATIONS AND I RENEWS: 12/31/2019I LEGEND AND NOTES FOUNDATIONS. 0 20 40 80 CAMERA POLE CHART STALE : CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE'TO DISTANCE*TO TERM.CABINET NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE/EOP ORIENTATION" EX ,`a`�,tP 3 6 5 BMC - C-1 99W SB(REAR) 20' 130' 112" 180° Z �", Ark C-2 99W NB(FRONT 2) 20' 115' 25" N/A !./ 0 C-3 99W NB(FRONT 1) 20' 100' 84" 90° IM®®W O C 4 99W NB(REAR) 20' 115' 74" 90° mm 2 C-5 99W SB(FRONT 2) 20' 120' 25" N/A %V W Q C-6 99W SB(FRONT 1) 20' 106' 84" N/A 'DISTANCES ARE MEASURED TOCENTERLINE POLE MOM®�O - Et "ORIENTATIONS MEASURED CLOCKWISE. TOCKWISE.0°=TOWARD ADAJCENT CURB FACE 41,0006,400 0 I O 9 8 1-7C I1-6CS 4 CT 0 POLE C-3 (n 0 9 8 1-7C I1-6CS 14 CTl Ark ell 4 ® O 9 8 1-7C 1-6CS 4 CT 0 ��®®• MCC ® OQ 40 , - T- — I'�; POLE Ca ' II, 100' 4 115' __ �-I NI I0 Q IV 115' rn o I I I I t I I �- I I I _J- - O = il ark v I PACIFIC HIGHWAY WEST (OR 99W) p3o -110 _ 1 it=S1 PACIFIC HIGHWAY WEST (OR 99W) / ` .O. kik. _ , — I _____ ____ JAME' im 120' I 106' i 1111.140. POLE C-5 1 / Amy 0 O 3 8 1 CT 2 W �A S m.0000 4 4 to Ub- *,- _ \ `__ O 3 8 1 CV OREGON DEPARTMENT OF TRANSPORTATION POLE C-1 I ""�` ""'..'", — r O © 0 0ARD 21370 SW Langer Farms Parkway,Ste 142 FM®®�© SHERWOOD,OREGON 97140 O �O PROF �� Ph:503-537-8511 iril COMM © O 3 8 1�C5 2 CT 5��� , N�£S/ OR 99W at SW Durham Road Mir . eve.. -. '983PE\� 9 Photo Red Light Enforcement System M�®©O (....."21 TIGARD, OREGON I / _ WASHINGTON COUNTY At®®CA al POLE C-6 :::y// /, ✓� Doti POLE C-2 CO O 6 8 1 6CS 3 CT••• �/�yA E L ' P�� SHEET ®m© 0 o RENEWS: 12/31/2019 INSTALLATION PLAN 2 RADAR UNIT - NEW TO BE MOUNTED APPROX. FLASH UNIT #2 NOTES' 19' FROM GROUND LEVEL- (MOUNTED APPROX. 19. 1. ALL CONCRETE SHALL BE 4000 PSI SYSTEM POWER INPUT REQUIREMENT MIN HEIGHT IS 13' FROM GROUND LEVEL) COMPRESSIVE STRENGTH. RADAR ISOLATION PART Lin (FOR RECEDING MODE ONLY) 2. ALL RE-BAR SHALL HAVE YIELD STRENGTH INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART#534-3053) FY=60KSI PLASTIC WASHER (MOUSER PART/534-3360) (♦ 3. THE PLACEMENT OF CONCRETE AND SYSTEM MAIN INPUT 100 M 4OVAC STAINLESS STEEL M4 HEX SCREW (MOUSER PART#571-18023-9) RE-BAR SHALL CONFORM TO THE NICKEL ANTI-SEIZE COMPOUND (GRAINGER#23YA45) REQUIREMENTS OF ACI 318-02. LOW BELOW 6VAC e PELCO POLE SIGNAL DETECT MODULE SPUN ALUMINUM POLE 4. ALL ANCHOR BOLTS SHALL BE ASTM 'CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE F1554, GRADE 55, Si WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 20VAC RADAR ISOLATION PROCEDURE DOCUMENT SCHEDULE 80 AND F436 WASHER. INPUT) 4-1/2' O.D. X .337" WALL THICKNESS 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W PELCO PART #PB-5102 FROM INCLEMENT WEATHER UNTIL CONCRETE HAS BEEN POURED. 6. CONTRACTOR TO VERIFY BOLT PROJECTION CAMERA UNIT IN FIELD BEFORE INSTALLATION OF SHAFT. (SIDE MOUNTED 7. ALL PEDESTAL BASE ASSEMBLIES ARE TO TO POLE) BE BREAKAWAY. FLASH 8. BASEPLATE BOLTS SHALL BE GALVANIZED UNIT #2 FLASH 3/4" DIA. A307 WITH HEAVY HEX NUTS UNIT #1 AND HARDENED WASHERS ON TOP AND RADAR UNIT - NEW BOTTOM. TO BE MOUNTED 19' FROM 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS POLE 13') REFER TO RADAR ISOLATION PELCO POLE BONDED TOGETHER TO FORM A GROUNDING SPUN ALUMINUM POLE �_� SYSTEM. SPUN ALUMINUM POLE PART LIST INFO ON THIS PAGE - SCHEDULE 60 II 1O.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 60 DRILLED SHAFT 4" ABOVE EXISTING GRADE. 4-1/2" O.D. X .337" u„� 4-1/Y O.D. X .337" AT LOCATIONS WHERE DRILLED SHAFT IS WALL THICKNESS 0. WALL THICKNESS ADJACENT TO OR WITHIN THE LIMITS OF CAMERA UNIT PELCO PART #PB-5102 PELCO PART #PB-5102 20, , EXISTING SIDEWALK PAVING, CONTRACTOR (SIDE MOUNTED TO POLE) SHALL INSTALL TOP OF DRILLED SHAFT FRONT CAMERA UNIT FLUSH WITH EXISTING CONCRETE SURFACE. WITH FLASHES - NEW " REFER TO CAMERA POWER TO BE MOUNTED A MINIMUM FLASH 411, can CONNECTION DETAIL ON 6' FROM GROUND LEVEL POWER OP UNIT #1 --AIR.— THIS PAGE 13 CAMERA JUNCTION BOX CAMERA JUNCTION BOX (12"X12-X10" HAMMOND TYPE 3R 120VAC HOT POWER: (3) #8 CONDUCTORS THHN (12"X12"X10" HAMMOND 0= ENCLOSURE C3R12121OHCR OR EQUAL) (HOT. NEUTRAL & GROUND) TYPE 3R ENCLOSURE FLASH UNIT #2 �_ Q FLASH UNIT #1 11' ,,I 30 AMP SERVICE \ C3R121210HCR OR EQUAL) CONCRETE FOUNDATION 120VAC NEUTRAL (., POLE BASE COLLAR PELCO PART #PB-5325. BELOW '�3 REINFORCING COLLAR FOR SQUARE BASE POLE BASE COLLAR 4.4 00 2'-0" 10' GROUNDING POLE BASE COLLAR PELCO PART #PB-5325 4 PELCO PART #PB-5325 SQUARE ALUMINUM PEDESTAL - ROD REINFORCING COLLAR FOR REINFORCING COLLAR FOR I BASE WITH ALUMINUM DOOR 13 - 3/4' EXISTINGCO INTERSECTION TION SQUARE BASE SQUARE BASE 1 rn PELCO PART #PB-5334 (TRAFFIC SIGNAL PHASES) SQUARE ALUMINUM SQUARE ALUMINUM ': \ r III B PEDESTAL BASE WITH PEDESTAL BASE WITH B COMMUNICATIONS FORCOMMS CABLE OUTSIDE ALUMINUM DOOR PELCO PARTALUMINUM OOOR #PB-5334 .—I RED I (TO BE PROVIDED BY OTHERS) PELCO PART #PB-5334 13 - 3/4' FOR CONCRETE FOUNDATION ----IAMBERI �" DETAILS SEE DETAIL 'A" SECTION B-B HOT (RED PHASE) qr. f(i, NOW BASE —I GREEN I-- HOT (AMBER PHASE) i BOTTOM PHASE CONTROL' - (1) 7/C #14 I 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), rt 1 HOTi (RED, AMBER, GREEN & WHITE) (2) CAT5e SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) FRONT VIEW OF POE BASE HOT (GREEN PHASE) 10' GROUNDING 10' GROUNDING REFER TO *NOTE: FOR LOCATIONS WITH ROD (1) 6-CONDUCTOR #18AWG RADAR CABLE ROD PLAN SHEET I HOT I HOT (120V) DEDICATED LEFT-TURN PHASING, (SHIELDED) #04S18A6 (MAX DISTANCE 650') CONNECT THE SEVEN WIRES IN THE to PHASE CONTROL CABLE TO THE RED, BASESTAL 1,',' AMBER HE H O GH GREEN LEFT-TURN FROM ** NOTE: 0 (4) 1.0x 25" LONG ANCHOR BOLT WITH 4" FRONT CAMERA CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND SIGNAL PHASES PLUS SIGNAL TO FRONT CAMERA POLE AS WELL Niz HOOK (BOLTS SHALL BE HOT DIPPEDCOMMON (HOT). HINOTE: HE NORTHBOUND AND FRTHBOUND APPROACHES ON LOCK NUT TO SECURE PEDESTAL BASE (X4) ■I GALVNIZED PER ASTM F2329) HfGHWAY 99W WILL REQUIRE TWO FRONT CAMERAS. HE ADDED #6 GROUND WIRE CAMERAS SERVE LEFT-TURN PHASES ND REQUIRE NO RADAR UNIT. ', 4" MIN. PROJECTION (SEE NOTE 6) REAR CAMERA WIRING FOR HESE POLES REQUIRES ONLY (3) il6 CONDUCTORS NOTE: GRADE ��' THHN (HOT NEUTRAL AND GROUND) AND (1) CATSe SHIELDED CAMERA UNIT TO BE MOUNTED ON SIDE •nylag '' (2) CONDUITS (POWER & COMMS} (BELDEN 7919A OR APPROVED EQUNALENT) ADJACENT TO LANES. li i11it+ FRONT/REAR CAMERA UNIT NOTE: 6• A 6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION THE RESISTANCE MEASUREMENTS BETWEEN THE 11�' 8) #5 VERT SAFETY GROUNDING ROD AND THE GROUND SHALL �� 3" CLR NOT EXCEED 5 OHMS. IF MEASUREMENTS ARE TYP. , OREGON DEPARTMENT OF TRANSPORTATION GREATER THAN 5 OHMS, THE CONDUENTe. CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval 0 12" O.C. (3) #8 THHN SURGE ARRESTOR 21370 SW Langer Farms Parkway,Ste 142 3' CLR 24"0 0 12146"334114GSHERWOOD,OREGON 97140 POLE BASE 10' #10 GROUNDING 4(.5:V PROF£ssARD Ph:503-537-8511 ROD NOU ® �,.`�CAMERA PLUG INTO \S ' NF ,O OR 99W at SW Durham Road DETAIL „A,. SURGE ARRESTOR \ GND J II . 54983PEF4) -1 Photo Red Light Enforcement OREGONment System CAMERA UNIT POLE DETAILS WASHINGTON COUNTY POLE JUNCTION BOX e J CAMERA POWER CONNECTION DETAIL (TYP) i. ‘/Ii(r la 2p'''-t* /6, E L P`�� SHEET NO. I RENEWS: 12/31/2019 I POLE AND WIRING DETAILS 3 0 40 B0 160 SCALE . EN iminmoi y • 2 p. . j i 1 2 _ U? 0 v 7 /i/ dgt_Y r i i — —� — — 8 — 1030' — — — _ — _ / PACIFIC HIGHWAY WEST (OR 99W) - - \ s _ PACIFIC HIGHWAY WEST (OR 99W) 1 454' �� — — — e ) I r J f� L_ b ��� l ® ,u © C2/ / I ii) pr OREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval ARD 21370 SW Langer Farms Parkway,Ste 142 40 SHERWOOD,OREGON 97140 \CREp PROr S E''G"'�""'G Ph:503-537-8511 ' ' N /p OR 99W at SW Durham Road ��' Q-549B3PEF10 r hoto Red Light Enforcement System TIGARD, OREGON / ' WASHINGTON COUNTY JUG r iv2°°r o /�yA E L 1, r' SHEET NO. RENEWS: 12/31/2019 ADVANCE SIGNAGE PLAN 4 E,M2EM� SIGN AND POST DATA TABLE SIGN COLOR 11 SIGN TYPE OF SUPPORT POST FOOTING REMARKS NO. SIGN SIGN SUB- BACK LEGEND NO y SECONDARY SIGN CONTROLLERS AND SERVICE LOCATION` DIMENSIONS STRATE GROU LEGEND TYPE SUPPORT LOCATION MIN.DEPTH ND S (TM676 8,TM678) SIZE LENGTH 0 r (TM200-TM201, iv j ® RETAIN AND PROTECT EXISTING CONTROLLER CABINET TM635j o ix v b 0 NINON N.s`O 0 2 ® 0 r N r O RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET 2 i_ r ,T r r IT--Z m r r r v o r tj�- �� 0'Co; ›...N...... Q N CO N m N o W LENGTH = WIDTH HEIGHT 1- <g N o 17.o3,r t m 2 cc r FT 0 PHOTO ENFORCEMENT EQUIPMENT 0 W Q<--°r w i-= Ww7. o- ow} 17 .amm3�i-W Dwr{p2 Qa5.,co 0 Z F W N t0❑,0 50&N Q J❑❑2 1-.O v-W O 5 J > m INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR 7 Q x W v Z 03 w v Z¢ J ® r ❑ ❑ ❑ W St' OW W W 2 J V1 m„,<,�J D_'V)W Q W ,r,J U)Q W rir ® ❑ J W a a a o_ LL W m O W�JONOa�2�❑�W QrQJ> N 0 W INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST p a > 0- coj C7 4 ¢ < m i w a v p v�N o m w L'r '2r Z rL O r 2 Q J¢Z❑(O Z Z r w n J O K N C O Q on �' J x X VJ en N co 0 w w O'LR❑r��QQ�X=O-xw� m D my INSTALL PHOTO FLASH UNIT FOR CAMERA NUMBER(N)ON PIPE POST a V) w < < < < Z o- C ,r r 3 Ui U,m c0 rn w_ U.g v>v v v 1 OR 99W NEB 30 30 X Y BK X 1 X 2 1/2"-12ga 12.75' MOUNT ON STEEL TUBE 30"FROM BACK OF SIDEWALK INSTALL RADAR UNIT ON PIPE POST.SEE RADAR ISOLATION PROCEDURE DOCUMENT. OR 99W SWB 30 30 X Y BK X X 4"X 6" 12.75' MOUNT ON WOOD POST 6"BEHIND SIDEWALK HALL NB 30 30 X Y BK X X 4"x 6" 17.75' MOUNT ON WOOD POST 6"BEHIND SIDEWALK 0INSTALL CAMERA JUNCTION BOX ENCLOSURE ON PIPE POST 2 OR 99W NEB 24 18 X Y BK X 2 MOUNT BELOW SIGN NO.1 OR 99W SWB 24 18 X Y BK X MOUNT BELOW SIGN NO.1 HALL NB 24 18 X Y BK X MOUNT BELOW SIGN NO.1 JUNCTION BOXES 3 OR 99W NEB 36 30 2 REMOVE EXISTING SIGN AND WOOD SUPPORT POST 36 30 X 2 1/2"-12ga 9.5' RE-INSTALL SIGN ON STEEL TUBE 4'8"BEHIND CURB FACE ©icy REMOVE EXISTING JUNCTION BOX 'INSTALL POSTS AT LOCATIONS 1/ BK=BLACK R=RED INDICATED ON SHEET 2. BL=BLUE RB=RED-BLUE SIGN LEGEND BR=BROWN SW=SILVER-WHITE ACCOMPANIED BY APPLICABLE %V INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE FY=FLUORESCENT YELLOW W=WHITE O INSTALL NEW SIGN(N) OREGON STANDARD DRAWINGS: TM471 VYP' APRON PER OREGON STD.DWG.TM472 G=GREEN Y=YELLOW O=ORANGE YG=YELLOW-GREEN TM472 M INSTALL NEW SIGN(N)ON NEW(M)SIGN SUPPORT TM8201 CONDUITS ® TM822 ©Mk REMOVE EXISTING SIGN(N)AND SUPPORT POST TM831 E GENERAL NOTES TM840 RETAIN AND PROTECT EXISTING CONDUIT TM84 RE-INSTALL SIGN(N)ON NEW(M)SIGN SUPPORT 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS,FLASH MODULES. MYTM842 1 (S) INSTALL(S)INCH ELECTRICAL CONDUIT RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. N=SIGN NUMBER TM843 M=MATERIAL TM844 CD2.INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING CONTRACTOR SHALL PROVIDE PELCO POLES,JUNCTION BOXES,TERMINAL COMPARTMENTS,CONDUIT MATERIAL OPTIONS TM851 AND WIRING PER THE DETAILS PROVIDED ON SHEETS 2 AND 3. w-WOOD POST 3. ALL FLASH MODULES.CAMERAS AND RADAR DEVICES SHALL BE INSTALLED WITH A MINIMUM OF 8 FEET ST-PERFORATED STEEL SQUARE TUBE SIGN SUPPORT WIRES & CABLES OF CLEARANCE ABOVE THE SIDEWALK ELEVATION AND NO EQUIPMENT SHALL EXTEND WITHIN 18 INCHES OF THE NEAREST CURB FACE. FF RETAIN AND PROTECT EXISTING CHANNEL(CH)OPTICOM PREEMPTION CABLE 4. EACH POLE SHALL BE INSTALLED WITH#6 SOLID GROUND WIRE AND 10'GROUND ROD. (CH III5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. RIGHT TURN (N (GI RETAIN AND PROTECT EXISTING(N)NO.(G=AWG WIRE SIZE)TYPE THWN WIRES . YIELD 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED AS REQUIRING HORIZONTAL DIRECTIONAL DRILLING ON THE PLANS AND SHALL BE IN ACCORDANCE WITH CURRENT PHOTO TO BIKES (N)-12C RETAIN AND PROTECT EXISTING(N)NO.12 AWG THWN WIRES HOOT STANDARD SPECIFICATIONS. ENFORCED AND PEDS (N)-C RETAIN AND PROTECT EXISTING(N)NO.8 TYPE AWG THWN WIRES 7. ALL CONTACT CLOSURES FROM THE TRAFFIC SIGNAL CONTROLLER SHALL BE ELECTRICALLY ISOLATED W16-10aP (EXISTING) 4:11:Fes SIGN NO.2 SIGN NO.3 FROM THE TRAFFIC SIGNAL EQUIPMENT. SO.1 (N) (G) RETAIN AND PROTECT EXISTING(N)N0.(G)AWG TYPE XHHW�NIRES8. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 20 AMPS FOR POWER. ��(N (G) INSTALL(N)NO.(G=AWG WIRE SIZE)TYPE THHN WIRES(PHOTO ENFORCEMENT SYSTEM POWER) 9. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 5 AMPS FOR PHASE CONDUCTORS. f/ OREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval (N)-7C INSTALL(N)7-CONDUCTOR#14 AWG IMSA 19-1 CABLES(SIGNAL PHASE CONTROL OUTPUTS) 10. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 15 AMPS FOR EACH AUX FLASH POWER. ARO 21370 SWLangerFarmsParkway,Ste 142 SHERWOODOREGON9714011. CONTRACTOR SHALL REPAIR AND REPLACE SIDEWALK AND LANDSCAPING TO THEIR ORIGINAL �Ep P ENGINEERING Ph:503-537-8511 (N)-6CS INSTALL(N)6-CONDUCTOR#18 AWG SHIELDED CABLES(RADAR CONNECTION CABLE) CONDITION OR BETTER AS REQUIRED TO INSTALL EQUIPMENT,CONDUIT AND JUNCTION BOXES. �F, f CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND MAINTAIN SUFFICIENT CLEARANCE �5 G' N�` 4Oy OR 99W at SW Hall Boulevard (N 6T INSTALL(N)CAT 5e SHIELDED BELDEN 7919A CABLES OR APPROVED EQUAL(COMMUNICATION) FROM RAMPS TO AVOID DAMAGE DURING CONSTRUCTION.CONTRACTOR TO CLEAN UP ANY DEBRIS �� 983PE F�, 9 Photo Red Light Enforcement System AROUND THE WORK AREA. TIGARD, OREGON .:„..7„,,,,,"--- WASHINGTON COUNTY CO INCLUDES 3 SPARE WIRES FOR PHASE(PH) 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR DISRUPTIONS MUST BE APPROVED BY ODOT AND THE CITY OF TIGARD. L=LENGTH SHOWN(FEET) d(/�r IQQ� PH=PHASE SHOWN 13. CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING EXISTING UTILITIES AND SHALL PROPERLY , 10 Q N=NUMBER SHOWN PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TO EXISTING UTILITIES.IF CONFLICTS BETWEEN /0yA E L - SHEET G=AWG SIZE SHOWN POLE LOCATIONS AND UNDERGROUND UTILITIES ARE IDENTIFIED IN THE FIELD,CONTRACTOR SHALL S=SIZE SHOWN(INCHES) CONSULT WITH CONDUENT AND ARD ENGINEERING TO DETERMINE WHETHER AND HOW TO ADJUST NO. CH=CHANNEL SHOWN POLE LOCATIONS AND FOUNDATIONS. 1 RENEWS: 12/31/2019 I LEGEND AND NOTES CAMERA POLE CHART . N _w��17 0 20 40 80 CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE'TO DISTANCE'TO TERM.CABINET ® Srsi c NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE ORIENTATION" 0 2 CT 1-6CS 3-7C 12 g O �1/Q € li •m C-3 C-3 - S+ . iiim C-1 99W NB(REAR) 20' 90' 25" 180° /• VP® FL FL C-2 99W SB(FRONT) 20' 148' 25" N/A 00 C-3 HALL NB(FRONT) 20' 175' 88" N/A POLE C-3 9 2 ��10�0 Q / / O 8 2-7C 1-6CS CT C C-4 99W SB(REAR) 20' 95' 25" 90° C-5 99W NB(FRONT) 20' 128' 120" N/A / ....../ O 3 8 1-6CS 2 CT Orig. ©CT EX n �' 2-7C 1-6CS C-6 HALL NB(REAR) 20' 72' 25" 90° :MC '\ 'DISTANCES ARE MEASURED TO CENTERLINE OF POLE \ , / © m "ORIENTATIONS MEASURED CLOCKWISE,0°=TOWARD ADAJCENT CURB FACE 0 ,O2468 / ....„...Sr` I37C D 90 A w 14 3-C 1-12C ® O,..,--0 1-7C I1-6CS 2 CT E X / vJ MA C �®Mr O �T 1-6CS O � // • / oe4111V � ®®OW '41 i �' POLE C-4 40 POLE C-2 —' '/ vti' "/` _or _71. t ••t � I 148' / / 95' - i — / — 41, can I rn / G` coo co — + a moo/ / 175' ++ o + — o — Cry _--L / — L— — L — _I — i— 1 1 I ' — - — PACIFIC HIGHWAY WEST (OR 99W) ,� i - J _ J/ � PACIFIC HIGHWAY WEST (OR 99W) — 3lST /1 — — / I 90' 2s' / =' — — — — — — itjr gm. I NO" POLE C-1 \ `` �► / \ ` , ° / POLE C-5 9® FL FL ® / _, / CT 2 1-6CS 1-7C 6 g O — w /1/ O��M y j— v // TOREGON DEPARTMENT OF TRANSPORTATION ® ' �/ /, I m Traffic Section Approval / © ARD 21370 SW Langer Farms Parkway,Ste 142 ®®®�O I +,� I SHER Ph:50 OREGON 97140 I / / / COO� 2-7C 2-6CS ����0 PROFFSs Ph:503-537-8511 m `� �S ` N /p OR 99W at SW Hall Boulevard 0 / &� � 9B3PF 9 , Photo Red Light Enforcement System / 0 j ✓ TIGARD, OREGON CDz CT 1 6CS 1-7C 6 8 0 / O 3 8 1-7C 1-6CS 2 CT / WASHINGTON COUNTY �U� 10 20�ti f 0m0� ,,�H Pao / A E ` SHEET POLE C-6 NO• RENEWS: 12/31/2019 INSTALLATION PLAN 2 RADAR UNIT - NEW TO BE MOUNTED APPROX. FLASH UNIT #2 NOTES' 19' FROM GROUND LEVEL- (MOUNTED APPROX. 19' 1. ALL CONCRETE SHALL BE 4000 PSI SYSTEM POWER INPUT REQUIREMENT MIN HEIGHT IS 13' FROM GROUND LEVEL) COMPRESSIVE STRENGTH. RADAR ISOLATION PART UST: R (FOR RECEDING MODE ONLY) 2. ALL RE—BAR SHALL HAVE YIELD STRENGTH INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART#534-3053) FY=6OKSI PLASTIC WASHER (MOUSER PART/534-3SER (0 3. THE PLACEMENT OF CONCRETE AND SYSTEM MAIN INPUT 100'140VAC STAINLESS STEEL M4 HEX SCREW (MOUSER PART/571-18023-9) RE-BAR 360) SHALL CONFORM TO THE NICKEL ANTI-SEIZE COMPOUND (GRAINGER023YA45) REQUIREMENTS OF ACI 318-02. LOW BELOW 6VAC PELCO POLE SIGNAL DETECT MODULE ■ 4. ALL ANCHOR BOLTS SHALL BE ASTM *CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE SPUN ALUMINUM POLE F1554, GRADE 55, Si WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 2OVAC RADAR ISOLATION PROCEDURE DOCUMENT • SCHEDULE 80 AND F436 WASHER. INPUT) 4-1/2" O.D. X .337" WALL THICKNESS 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W PELCO PART #PB-5102 FROM INCLEMENT WEATHER UNTIL CONCRETE HAS BEEN POURED. 6. CONTRACTOR TO VERIFY BOLT PROJECTION CAMERA UNIT IN FIELD BEFORE INSTALLATION OF SHAFT. (SIDE MOUNTED 7. ALL PEDESTAL BASE ASSEMBLIES ARE TO TO POLE) BE BREAKAWAY. FLASH 8. BASEPLATE BOLTS SHALL BE GALVANIZED UNIT #2 FLASH 3/4" DIA. A307 WITH HEAVY HEX NUTS RADAR UNIT - NEW UNIT #1 AND HARDENED WASHERS ON TOP AND BOTTOM. TO BE MOUNTED 19' FROM • 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS �1) BONDED TOGETHER TO FORM A GROUNDING 13') PELCO POLE _�_ SYSTEM. PELCOUNPOLE REFERI INFO RADAR THISPAGION SPUN ALUMINUM POLE PART LIST ON PAGE SC ALUMINUM POLE I 10.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 60 4-1/2" O.D. X .337" SCHEDULE 8D .337" DRILLED SHAFT 4" ABOVE EXISTING GRADE. AT LOCATIONS WHERE DRILLED SHAFT IS WALL THICKNESS WALL THICKNESS ADJACENT TO OR WITHIN THE LIMITS OF CAMERA UNIT PELCO PART #PB-5102 PELCO PART #PB-5102 20' , EXISTING SIDEWALK PAVING, CONTRACTOR (SIDE MOUNTED TO POLE) SHALL INSTALL TOP OF DRILLED SHAFT FRONT CAMERA UNIT FLUSH WITH EXISTING CONCRETE SURFACE. WITH FLASHES - NEW A. REFER TO CAMERA POWER TO BE MOUNTED A MINIMUM FLASH I. o /,//////r CONNECTION DETAIL ON 8' FROM GROUND LEVEL POWER P UNIT #1 �� THIS PAGE CAMERA JUNCTION BOX 13' (12"X12"X10" HAMMOND TYPE 3R 120VAC HOT POWER: (3) #8 CONDUCTORS THHN CAMERA JUNCTION BOX ENCLOSURE C3R121210HCR OR EQUAL) Iy (12 X12"X10" HAMMOND ®�I� 11' ',I 30 AMP SERVICE � (HOT\EUTRAL & GROUND) TYPE 3R ENCLOSURE FLASH UNIT #2 n y`VJ FLASH UNIT1 7 C3R121210HCR OR EQUAL) j� ��7 CONCRETE FOUNDATION 120VAC NEUTRAL POLE BASE COLLAR PELCO PART #PB-5325. BELOW REINFORCING COLLAR FOR SQUARE BASE PB-5325 POLE BASE COLLAR 0 2'-0" 10' GROUNDING POLE BASE COLLAR PELCO PART #PB-5325 f a' REIN ORCING PELCO PART COLLAR FOR SQUARE ALUMINUM PEDESTAL - ROD REINFORCING COLLAR FOR BASE WITH ALUMINUM DOOR 13 - 3/4" EXISTING INTERSECTION SQUARE BASE SQUARE BASE PELCO PART #PB-5334 CONTROLLER SQUARE ALUMINUM / C,� (TRAFFIC SIGNAL PHASES) . SQUARE ALUMINUM 1 „;:::.► PEDESTAL BASE WITH PEDESTAL BASE WITH B 1,111 1 B/ 4.4, E) COMMS CABLE FOR OUTSIDE ALUMINUM DOOR ALUMINUM DOOR COMMUNICATIONS RED I (TO BE PROVIDED BY OTHERS) PELCO PART #PB-5334 PELCO PART #PB-5334 13 - 3/4" POI FOR CONCRETE FOUNDATION - i DETAILS SEE DETAIL "A" SECTION B-B ---I AMBER� HOT (RED PHASE) 'Ir it _ BASE -GREENF---- HOT (AMBER PHASE) i i BOTTOM PHASE CONTROL' - (1) 7/C #14 I 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), rE ( HOT I (RED, AMBER, GREEN & WHITE) FRONT VIEW OF POE BASE (2) CAT5e SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) HOT (GREEN PHASE) 10' GROUNDING 10 GROUNDING REFER TO HOT HOT (120V) 'NOTE: FOR LOCATIONS WITH ROD (SH ELD D)1) UCTOR A68AWG RADAR CABLE(MAX DIISTANCE 650') ROD PLAN SHEET I I DEDICATED LEFT-TURN PHASING, CONNECT THE SEVEN WIRES IN THE to PHASE CONTROL CABLE TO THE RED, PEDESTAL AMBER AND GREEN OUTPUTS FROM NOTE: BASE0 THE THROUGH AND LEFT-TURN CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND (4) 1"0x 25" LONG NCHOR BOLT WITH 4" SIGNAL PHASES PLUS SIGNAL FRONT CAMERA TO FRONT CAMERA POLE AS WELL LOCK NUT TO SECUREiiiiz HOOK (BOLTS SHALL BE HOT DIPPED COMMON (HOT). PEDESTAL BASE (X4) II GALVANIZED PER ASTM F2329) -_ #6 GROUND WIRE NOTE: ���", 4" MIN. PROJECTION (SEE NOTE 6) REAR CAMERA CAMERA UNIT TO BE MOUNTED ON SIDE GRADE i' iii. _ -_ ADJACENT TO LANES. .- - 115Ii11t:; (2) CONDUITS (POWER & COMMS) FRONT/REAR CAMERA UNIT NOTE: 6' 21d� 6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION THE RESISTANCE MEASUREMENTS BETWEEN THE Milli8) #5 VERT SAFETY GROUNDING ROD AND THE GROUND SHALL EMI 3" CLR NOT EXCEED 5 OHMS. IF MEASUREMENTS NT CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval e 12" O.C. (3) #8 THHN SURGE ARRESTOR r , 9 Y 3" CLR 24"e ARDENIGIMEEIII 21370 S ERWOOD,OREGON 97140te 142 ��t0 PROFES NG Ph:503-537-8511 POLE BASE 10' #10 GROUNDING S ROD NHOT EU ^ ® I CAMERA PLUG INTO \� N �O OR 99W at SW Hall Boulevard DETAIL "A" GND G r m SURGE ARRESTOR � 9�P F 9 ,Photo Red Light Enforcement System TIGARD, OREGON CAMERA UNIT POLE DETAILS ✓/:/ WASHINGTON COUNTY POLE JUNCTION BOX ,✓ a CAMERA POWER CON10, NECTION DETAIL (TYP) /�HAEL .t SHEET NO. RENEWS: 12/31/2019 POLE AND WIRING DETAILS 3 • w• b��• 0 4o eo 160 'Q�Q� SCALE : ������ /Q S / I 1 PACIFIC HIGHWAY WEST (OR 99W) � � • �T - r tT : ttfl ---1--- ____.________,. ..., „. �� d pt,' PACIFIC HIGHWAY WEST (OR 99W) LJ t , „' / s' i ID i 1//f ,,,:, / irOREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval 0ARD 21370 SH Langer Forms Parkway,Ste 142 SHERWOOD,OREGON 97140 / ,0 PROress L NG Ph:503-537-8511 �`� N /p , OR 99W at SW Hall Boulevard c. �G B H -7-, f Photo Red Light Enforcement System ' / TIGARD, OREGON / ` WASHINGTON COUNTY O voy Do- j © �/�yA E L F�/ / / SHEET RENEWS: 12/31/2019 ADVANCE SIGNAGE PLAN 4 LE1.2a5kri SIGN AND POST DATA TABLE SIGN COLOR 1/ SIGN TYPE OF SUPPORT POST FOOTING REMARKS N0. SIGN SIGN SUB- BACK LEGEND NO 0) SECONDARY SIGN EXISTING CONTROLLERS POLES AND SERVICE LOCATION' DIMENSIONS STRATE GROU LEGEND TYPE u, SUPPORT LOCATION MIN.DEPTH ND S (TM676&TM678) SIZE LENGTH o H ® (TM200-TM201, 2 ley RETAIN AND PROTECT EXISTING CONTROLLER CABINET TM635) _ ~ O N cc pO ,15 F O^ N,,N N (n ® (D N b(D �� RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET a~ w H gi o 'T H ® 2`r >N~ l-mm�N o.NaX LENGTH = RETAIN AND PROTECT EXISTING WOOD POLE(DATA COMMUNICATIONS SOURCE) WIDTH HEIGHT H 2 Q o H§ H H 2 X w . (FT.) 0 '-H Y~—W--Viz).- --(V H 2-, Z a' Z _ > > rn rH Y}a�OOff>.a,Z INmOa w O W w R 'L. wQ2POH w W a 0 w a a H 1-0^ g H j w g O Z N w LL PHOTO ENFORCEMENT EQUIPMENT 2 z w o N<_1>>2 o c, L w O.o il < > O2 a z > 2(n2QwWOHZ Ow_ ,y0�m I- • 0 0 HZHmEgW2O 0 co lc,(n We,0zQ H 0 cn m INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR • Q X X O H w H m H(n 2 rr N a O w -(12,¢ w w ® D 0 W W W W W Z J LOU)� Q(n(n H W ro Z 00 Q u, a a a a LL z Q Ow L. jOW aN�w��gQQ�r~ii3¢�vc"'.i 0 W ® O W a ^2 m 2 p 0 CO OF�Z�Z¢(7�FZ�K�wO�2XX Lir (n u, INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST > w H H H H H z z 2 O ro Q-,¢z o rn z O w O rr rn O J I X (n co (0 co 0 W w 0Or2 K OH°RQQOX=O-a'W 0v V m rL a <n W Q Q Q Q Z a zi 0H H2(n(nm2OViw_ U 0>O00 . INSTALL PHOTO FLASH UNIT FOR CAMERA NUMBER(N)ON PIPE POST 1 OR 99W NB 30 30 X Y BK X 1 X 4"x 6" 17.75' MOUNT ON NEW WOOD POST.SEE SHEET 2. OR 99W SB 30 30 X Y BK X X 4"x 6" 17.75' MOUNT ON NEW WOOD POST.SEE SHEET 2. 0INSTALL RADAR UNIT ON PIPE POST.SEE RADAR ISOLATION PROCEDURE DOCUMENT. 2 OR 99W NB 24 18 X Y BK X 2 MOUNT BELOW SIGN NO.1 OR 99W SB 24 18 X Y BK X MOUNT BELOW SIGN NO.1 ®i INSTALL MODEM PER DATA COMMUNICATIONS PROVIDER REQUIREMENTS. 'INSTALL POSTS 6"BEHIND SIDEWALK AT 1/ BK=BLACK R=RED LOCATIONS INDICATED ON SHEET2. BL=BLUE RB=RED-BLUE SIGN LEGEND BR=BROWN SW=SILVER-WHITE 0INSTALL DATA COMMUNICATIONS SWITCH FY=FLUORESCENT YELLOW W=WHITE G=GREEN Y=YELLOW ON INSTALL NEW SIGN(N) 0INSTALL CAMERA JUNCTION BOX ENCLOSURE ON PIPE POST O=ORANGE YG=YELLOW-GREEN INSTALL NEW SIGN(N)ON NEW(M)SIGN SUPPORT M JUNCTION BOXES N=SIGN NUMBER at GENERAL NOTES M=MATERIAL gur MATERIAL OPTIONS. REMOVE EXISTING JUNCTION BOX W-WOOD POST 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS, ST-PERFORATED STEEL SQUARE TUBE SIGN SUPPORT Irk INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE FLASH MODULES,RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. NV APRON PER OREGON STD.DWG.TM472 2. CONTRACTOR SHALL PROVIDE PELCO POLES,JUNCTION BOXES,TERMINAL _ CONDUITS COMPARTMENTS,CONDUIT AND WIRING PER THE DETAILS PROVIDED ON SHEETS 2 • AND 3. RETAIN AND PROTECT EXISTING CONDUIT 3. ALL FLASH MODULES,CAMERAS AND RADAR DEVICES SHALL BE INSTALLED WITH A • E MINIMUM OF 8 FEET OF CLEARANCE ABOVE THE SIDEWALK ELEVATION AND NO 4• EQUIPMENT SHALL EXTEND WITHIN 18 INCHES OF THE NEAREST CURB FACE. (S) INSTALL(S)INCH ELECTRICAL CONDUIT ACCOMPANIED BY APPLICABLE _ 4. EACH POLE SHALL BE INSTALLED WITH#6 SOLID GROUND WIRE AND 10'GROUND ROD. 5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. OREGON STANDARD DRAWINGS: TM471 TM472 TM800 w3-3 O INSTALL CONDUIT RISER AND WEATHERHEAD SIGN NO.1 INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED TM821TM822 AS REQUIRING HORIZONTAL DIRECTIONAL DRILLING ON THE PLANS AND SHALL BE IN TM831 PHOTO ACCORDANCE WITH CURRENT ODOT STANDARD SPECIFICATIONS. TM840 ENFORCED J WIRES & CABLES TM841 W 7. ALL CONTACT CLOSURES FROM THE TRAFFIC SIGNAL CONTROLLER SHALL BE TM842 SIGN W16-10aP NO.2 Ex ELECTRICALLY ISOLATED FROM THE TRAFFIC SIGNAL EQUIPMENT. TM843 W RETAIN AND PROTECT EXISTING WIRING IN CONDUIT TM844 8. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 20 AMPS FOR POWER. TM851 (N (G) INSTALL(N)NO.(G=AWG WIRE SIZE)TYPE THHN WIRES(PHOTO ENFORCEMENT SYSTEM POWER) 9. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 5 AMPS FOR PHASE CONDUCTORS. (N)-7C INSTALL(N)7-CONDUCTOR#14 AWG IMSA 19-1 CABLES(SIGNAL PHASE CONTROL OUTPUTS) 10. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 15 AMPS FOR EACH 7 OREGON DEPARTMENT OF TRANSPORTATION (N)-6CS INSTALL(N)6-CONDUCTOR#18 AWG SHIELDED CABLES(RADAR CONNECTION CABLE) AUX FLASH POWER. Traffic Section Approval r ,ARE) 21370 SW Langer Farms Parkway,Ste 142 11. CONTRACTOR SHALL REPAIR AND REPLACE SIDEWALK AND LANDSCAPING TO THEIR SHERWOOD,OREGON 97140 (N CT INSTALL(N)CAT 5e SHIELDED BELDEN 7919A CABLES OR APPROVED EQUAL(COMMUNICATION) ORIGINAL CONDITION OR BETTER AS REQUIRED TO INSTALL EQUIPMENT,CONDUIT AND BRED PROPS-S LINEERING Ph:503-537-8511 JUNCTION BOXES.CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND cj� ' AI `�/� OR 99W at SW 72nd Avenue COMM DATA OMMU ICATIONS PROVIDER TO INSTALL S AND COM UINICATI NS CABLE L THROUGH PDEDEDICATED MODEM MAINTAIN SUFFICIENT CLEARANCE FROM RAMPS TO AVOID DAMAGE DURING \ Nee 9 Photo Red Light Enforcement System CONSTRUCTION.CONTRACTOR TO CLEAN UP ANY DEBRIS AROUND THE WORK AREA. G/,, 4983PE •_. l 9 Y TIGARD, OREGON 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR _ / WASHINGTON COUNTY L=LENGTH SHOWN(FEET) DISRUPTIONS MUST BE APPROVED BY ODOT AND THE CITY OF TIGARD. J PH=PHASE SHOWN i N=NUMBER SHOWN 13. CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING EXISTING UTILITIES AND SHALL d(/�Y�' '0G=AWG SIZE SHOWNPROPERLY PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TO EXISTING UTILITIES. --. S=SIZE SHOWN(INCHES) IF CONFLICTS BETWEEN POLE LOCATIONS AND UNDERGROUND UTILITIES ARE /61yAE L j' P� SHEET CH=CHANNEL SHOWN IDENTIFIED IN THE FIELD,CONTRACTOR SHALL CONSULT WITH CONDUENT AND ARD NO. ENGINEERING TO DETERMINE WHETHER AND HOW TO ADJUST POLE LOCATIONS AND RENEWS: 12/31/2019 LEGEND AND NOTES FOUNDATIONS. 0 20 40 80 CAMERA POLE CHART sc4LE . - -�� CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE'TO DISTANCE`TO TERM.CABINET NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE/EOP ORIENTATION" . ( • /jr HOD C-1 99W NB(REAR) 20' 90' 90" 180° • a�a�F 2 7C 3 EX EX� 0 Q C-2 99W SB(FRONT) 20' 100' 110" N/A • S • 8 VJ EC C-3 99W SB(REAR) 20' 90' 90" 180° '©® HDD 1 CT C-4 99W NB(FRONT) 20' 140' 120" N/A ® 2 CT � O *ORIENTATIONS MEASURED CL*DISTANCES ARE MEASURED OCKWISE.0° TOWARD ADAJCENT CURB FACE 1-6CS • MO 2 CT 1-6CS 1-7C 6 g O BMC EX 1-7C 2 CT 1-6CS 8 1-7C © 0 COMM 1_6Cs 1 v 0 / „..6_,-*8"" POLE C-2 0 © O ® ® O 6 8 1-7C 1 6CS 3 CT O COMM POLE C-3 Matiatialit at C-3 C-3 „ip, 4i , . v00 ©moo 1-7C 3 8 0 _ • FL FL rMr 0 // / /ft> -- 97' / 90' 50' - // / - — — — — / / - - - - - - PACIFIC HIGHWAY WEST (OR 99W) //.� HIGHWAY WEST (OR 99W) / / / / — — — — — — — / / �/ I f 50' }- 90' f 140' / z W :• • glhalkatkearA / ______ POLE C-4 POLE C-1 �14/. 00 1 CT O 2 CT 1-6CS 1-7C 6 8 0 ®. 0 m , OREGON DEPARTMENT OF TRANSPORTATION / v Traffic Section Approval1�CS 1-7C g O // // / 1614 ARID 21370 SHERWOODSW Langer ,OREGON 97140arms Parkway, re 142 ! 3 8 1-6CS 2 CT HDD ��RE D PROF£Ss Ph:503-537-8511 �`� N /p OR 99W at SW 72nd Avenue ;,' ��G:; pEF� 9 Photo Red Light Enforcement System j I TIGARD, OREGON N WASHINGTON COUNTY / r _, f -/CyA EL 1. SHEET NO. RENEWS: 12/31/2019 INSTALLATION PLAN 2 RADAR UNIT — NEW TO BE MOUNTED APPROX. FLASH UNIT #2 NOTES: 19' FROM GROUND LEVEL— 1. ALL CONCRETE SHALL BE 4000 PSI MIN HEIGHT IS 13' (MOUNTED GROUND . 19' SYSTEM POWER INPUT REQUIREMENT FROM LEVEL) COMPRESSIVE STRENGTH. RADAR ISOLATION PART UST: (FOR RECEDING MODE ONLY) 2. ALL RE—BAR SHALL HAVE YIELD STRENGTH INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART/534-3053) FY=6OKSI PLASTIC WASHER (MOUSER PART/534-3360) j 3. THE PLACEMENT OF CONCRETE AND SYSTEM MAIN INPUT 100-140VAC STAINLESS STEEL M4 HEX SCREW (MOUSER PART/571-16023-9) _ RE-BAR SHALL CONFORM TO THE NICKEL ANTI—SEIZE COMPOUND (GRAINGER/23YA45) PELCO POLE REQUIREMENTS OF ACI 318-02. SIGNAL DETECT MODULE LOW BELOW 6VAC T_ 4. ALL ANCHOR BOLTS SHALL BE ASTM SPUN ALUMINUM POLE F1554, GRADE 55, S1 WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 20VAC CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE SCHEDULE 80 AND F436 WASHER. INPUT) RADAR ISOLATION PROCEDURE DOCUMENT 4-1/2" O.D. X .337" WALL THICKNESS 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W PELCO PART /PB-5102 FROM INCLEMENT WEATHER UNTIL CONCRETE HAS BEEN POURED. 6. CONTRACTOR TO VERIFY BOLT PROJECTION CAMERA UNIT IN FIELD BEFORE INSTALLATION OF SHAFT. (SIDE MOUNTED 7. ALL PEDESTAL BASE ASSEMBLIES ARE TO TO POLE) BE BREAKAWAY. FLASH 8. BASEPLATE BOLTS SHALL BE GALVANIZED UNIT #2 FLASH 3/4" DIA. A307 WITH HEAVY HEX NUTS UNIT #1 AND HARDENED WASHERS ON TOP AND RADAR UNIT — NEW BOTTOM. TO BE MOUNTED 19' FROM • 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS OD TOGETHER TO FORMA GROUNDING PELCO POLE 13') REFER TO RADAR ISOLATION PELCO POLE ��� SYSTEM. SPUN ALUMINUM POLE I PART LIST INFO ON THIS PAGE SPUN ALUMINUM POLE 10.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 80 SCHEDULE 60 DRILLED SHAFT 4" ABOVE EXISTING GRADE. 4-1/2" 0.D. X .337" 4-1/2" O.D. X .337" AT LOCATIONS WHERE DRILLED SHAFT IS WALL THICKNESS WALL THICKNESS 20, 1 ADJACENT TO OR WITHIN THE LIMITS OF CAMERA UNIT PELCO PART /PB-5102 PELCO PART #PB-5102 EXISTING SIDEWALK PAVING, CONTRACTOR (SIDE MOUNTED TO POLE) SHALL INSTALL TOP OF DRILLED SHAFT FRONT CAMERA UNIT FLUSH WITH EXISTING CONCRETE SURFACE. WITH FLASHES — NEW /F\ REFER TO CAMERA POWER TO BE MOUNTED A MINIMUM FLASH 41, CAD CONNECTION DETAIL ON 8' FROM GROUND LEVEL POWER OP UNIT /1 --_— THIS PAGE CAMERA JUNCTION BOX CAMERA JUNCTION BOX 13' (12"X12"X10" HAMMOND TYPE 3R 12DVAC HOT POWER: (3) /f 8 CONDUCTORS THHN (12"X12"X10" HAMMOND ®el) ENCLOSURE C3R121210HCR OR EQUAL) Ti' 30 AMP SERVICE (HOT, NEUTRAL & GROUND) — tom.3R ENCLOSURE FLASH UNIT /2 � FLASH UNIT #1 ',I CONCRETE \ C3R121210HCR OR EQUAL) FOUNDATION 12OVAC NEUTRAL POLE BASE COLLAR PELCO PART #PB-5325. BELOW REINFORCING COLLAR FOR SQUARE BASE 1 0 2'-0" ROD10' GROUNDING POLE BASE COLLARPELCO PART #PB—5325 POLE BASE COLLAR PELCO PART q• REINFORC COLLAR FOR REINFORC NG COLLLAR 25 FOR SQUARE ALUMINUM PEDESTAL UI N 1 BASE WITH ALUMINUM DOOR 13 — 3/4" — EXISTING INTERSECTION _ SQUARE BASE SQUARE BASE C'7 PELCO PART /PB-5334 CONTROLLER J\r �hw:A, (TRAFFIC SIGNAL PHASES) PEDESTAL BASE WITH PEDESTALE LBASE WITH B 111 CCOWS CABLE OMMUNICATIONS FOR OUTSIDE ALUMINUM DOOR ALUMINUM DOOR --1 RED I (TO BE PROVIDED BY OTHERS) PELCO PART /PB-5334 PELCO PART /PB-5334 14 13 — 3/4" Ili FOR CONCRETE FOUNDATION DETAILS SEE DETAIL "A" AMBER I-- v. SECTION B—B HOT (RED PHASE) it fr NOW BASE —I GREEN I HOT (AMBER PHASE) I I BOTTOM PHASE CONTROL' — (1) 7/C #14 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), I HOT I (RED, AMBER, GREEN & WHITE) FRONT VIEW OF PO E BASE HOT (GREEN PHASE) 10' GROUNDING (2) CATSe SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) 10' GROUNDING REFER TO HOT HOT (120V) "NOTE: FOR LOCATIONS WITH ROD (1) 6—CONDUCTOR #16AWG RADAR CABLE ROD PLAN SHEET I I DEDICATED LEFT—TURN PHASING, (SHIELDED) #04518A6 (MAX DISTANCE 650') CONNECT THE SEVEN WIRES IN THE PEDESTALco PHASE CONTROL CABLE TO THE RED, BASE W AMBER AND GREEN OUTPUTS FROM NOTE: z (4) 1"0x 25" LONG ANCHOR BOLT WITH 4" THE THROUGH AND LEFT—TURN FRONT CAMERA CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND SIGNAL PHASES PLUS SIGNAL TO FRONT CAMERA POLE AS WELL LOCK NUT TO SECURE i II HOOK (BOLTS SHALL BE HOT DIPPED COMMON (HOT). PEDESTAL BASE (X4) ES GALVANIZED PER ASTM F2329) /6 GROUND WIRE NOTE: ��R°, 4" MIN. PROJECTION (SEE NOTE 6) REAR CAMERA CAMERA UNIT TO BE MOUNTED ON SIDE GRADE Dili�. r ill iii�7C ADJACENT TO LANES. r' light (2) CONDUITS (POWER & COMMS) ,p�, FRONT/REAR CAMERA UNIT 6' U114 Ir-6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION NOTE: �� (` THE RESISTANCE MEASUREMENTS BETWEEN THE 8) #5 VERT SAFETY GROUNDING ROD AND THE GROUND SHALL ISM CLR NOT EXCEED 5 OHMS. IF MEASUREMENTS ARE GREATER THAN 5 OHMS, THE CONDUENT TYP. TOREGON DEPARTMENT OF TRANSPORTATION CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval 0 12" O.C. (3) #8 THHN SURGE ARRESTOR ARD 21370 SWSHERWOOD,Langer FarmsOREGON Parkw971ay40,Ste 142 3" CLR 24-0 POLE BASE 10' /10 GROUNDING n 5��ISO PROFE's�� L ENGINEERING Ph:503-537-8511 ROD HOT I ®CAMERA PLUG INTO \ ` N Q OR 99W at SW 72nd Avenue DETAIL "A" J GND SURGE ARRESTOR ek4 �,�54983PEF _ 9 Photo Red Light Enforcement System TIGARD, OREGON CAMERA UNIT POLE DETAILS p WASHINGTON COUNTY POLE JUNCTION BOX CAMERA ✓U�r 14 2p0� POWER CONNECTION DETAIL (TYP) �/CyA E L A. P�� SHEET NO. RENEWS: 12/31/2019 POLE AND WIRING DETAILS 3