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HomeMy WebLinkAboutTigard Photo Red Light_Final_112019 LnammD SIGN AND POST DATA TABLE SIGN COLOR 1/ SIGN TYPE OF SUPPORT POST FOOTING REMARKS EXISTING CONTROLLERS POLES AND SERVICE NO. SIGN SIGN SUB- BACK LOCATION* DIMENSIONS STRATE GROU LEGEND LEGENDTYPE NO. W SECONDARYT SIGN LOCATION MIN.DEPTH ND (TM676&TM678) SIZE LENGTH ® RETAIN AND PROTECT EXISTING CONTROLLER CABINET (TM200-TM201, v TM635) H 0 ry o u? rn N O r N((O N N 2(/7 ASk O N �� RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET F g o to- N ry H H • o (V §^(V°(V 0 N ® RETAIN AND PROTECT EXISTING WOOD POLE(DATA COMMUNICATIONS SOURCE) WIDTH HEIGHT H 2 2 0——(H r <0 2 W w H LENGTH(FT.) H ® E.-H <H(n Oo Z 2~c H 2 H o_Z o_ z Y (° ~} z FHQOO w w w 2 2 ct W¢2 H O H LL 2 0 w cn w I a J w 2 o_ a H HO„o' ¢'-'2Z HO gO&zz 0 E amco W HLuOw(oZ Qa co PHOTO ENFORCEMENT EQUIPMENT z M w 1 O Z o H o 0 w H W D 7 0 o_ > 2 2Q) W W OFz72_ LL WOzm > ZQ O X O X 0 H W H0��H m�w70mwf 1'aY�K co w w ® INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR D 0 w W W W w z n n 9¢N J w O m > z LL 0 w o_ o_ o_ o_ LL w m Ow2JOcoa(Hno2wQH¢w> . 0 w O F o H H H H w Q > o-mH=7a J J W Q-1 m O Q w O(>'nU�v ry 0 m C-(N) INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST i w H H H H F- z cC 0 O H 2 za ¢z o co z z H u-D w O iy u)X X 0co _ a a w < < < < z a Z ScoHH2aiv co2ocow=UE0>000 m 2 _ Atil 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. Iiir 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 ® INSTALL 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 NO INSTALL NEW SIGN(N) O=ORANGE YG=YELLOW-GREEN JUNCTION BOXES M INSTALL NEW SIGN(N)ON NEW(M)SIGN SUPPORT 0 REMOVE EXISTING JUNCTION BOX GENERAL NOTES N=SIGN NUMBER M=MATERIAL JB INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS, MATERIAL OPTIONS: (TP) APRON PER OREGON STD.DWG.TM472 FLASH MODULES,RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. 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. EC RETAIN AND PROTECT EXISTING CONDUIT 3. ALL FLASH MODULES,CAMERAS AND RADAR DEVICES SHALL BE INSTALLED WITH A MINIMUM OF 8 FEET OF CLEARANCE ABOVE THE SIDEWALK ELEVATION AND NO EQUIPMENT SHALL EXTEND WITHIN 18 INCHES OF THE NEAREST CURB FACE. 0INSTALL(S)INCH ELECTRICAL CONDUIT ACCOMPANIED BY APPLICABLE 4. EACH POLE SHALL BE INSTALLED WITH#6 SOLID GROUND WIRE AND 10'GROUND ROD. OREGON STANDARD DRAWINGS: TM471NIV 0INSTALL CONDUIT RISER AND WEATHERHEAD TM472 5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. TM800 TM821 W3-3 ■■ INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED 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 21111WOREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval (N)-6CS INSTALL(N)6-CONDUCTOR#18 AWG SHIELDED CABLES(RADAR CONNECTION CABLE) AUX FLASH POWER. 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 E� PROF Ph:503-537-8511 JUNCTION BOXES.CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND �.\CC'� F`rs/0 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 (l\j ��I NFL. 9 Photo Red Light Enforcement (CONTRACTOR-PROVIDED)WEATHERHEAD AND CONDUIT FROM SOURCE ON WOOD POLE TO MODEM CONSTRUCTION.CONTRACTOR TO CLEAN UP ANY DEBRIS AROUND THE WORK AREA. k 549E3PE lSystem TIGARD, OREGON L=LENGTH SHOWN(FEET) 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR WASHINGTON COUNTY PH=PHASE SHOWN DISRUPTIONS MUST BE APPROVED BY ODOT AND THE CITY OF TIGARD. N=NUMBER SHOWN 13. CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING EXISTING UTILITIES AND SHALL d (L G=AWG SIZE SHOWN A' U�Y'a`�O� O S=SIZE SHOWN(INCHES) PROPERLY PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TO EXISTING UTILITIES. `7� CH=CHANNEL SHOWN IF CONFLICTS BETWEEN POLE LOCATIONS AND UNDERGROUND UTILITIES ARE CY/ EL 1' P SHEET 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. 1 0 20 ao 80 CAMERA POLE CHART SCALE : CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE*TO DISTANCE*TO TERM.CABINET NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE/EOP ORIENTATION** a 3 gX 2 6 :MC C-1 99W SB(REAR) 20' 130' 112u 180° �� C-2 99W NB(FRONT 2) 20' 115' 25" N/A • • 7 C-3 99W NB(FRONT 1) 20' 100' 84" 90° 4 CT 1-6CS 1-7C 9 8 O CI Ct LC-4 99W NB(REAR) 20' 115' 74" 90° G C-5 99W SB(FRONT 2) 20' 120' 25" N/A JB 3/T Q C-6 99W SB(FRONT 1) 20' 106' 84" N/A I DISTANCES ARE MEASURED TO CENTERLINE OF POLE O 2 CT 1-6CS 3 8 O - n/ **ORIENTATIONS MEASURED CLOCKWISE,0°=TOWARD ADAJCENT CURB FACE 04000000 Q p® 2-7C O 9 1-7C 1-6CS 4 O POLE C-3 �/) ll, 8 CT © 9 8 1-7C 1-6CS 4 CT � mpCF6 CF6 p®giO®� �® O � � - I , 0 p® 1-7C 1-6CS 1__ _ \ POLE C-4Awill 1 2 • 'R .- 100' 115' — — — _ _ ai re o IN•�- 115'- Uo1 IV IV N I I � I I __ °� I o / m PACIFIC HIGHWAY WEST (OR 99W) Ei �� NV 1 CT 3 8 O / T -a ere FL FL ./ 9'1 ,./e'' PACIFIC HIGHWAY WEST (OR 99W) At ..i- L__ I I kik. I I- I I I I I 1 -Ili Ar Ammo 106' iii.• -IN.- '- n POLE C-5 2 WAmy • .5:3- mi • W ___ �/ O 3 8 1 CT 00000 POLE C-1 `__ O ' 11104 OREGON DEPARTMENT OF TRANSPORTATION 4 CT 1-6CS 1-7C 9 8 © ® A 21370 S nger Farms Parkway,S ERLWOOD,OREGON 97140 0 te 142 COMM 0 11 O 3 8 1-6CS 2 CT OD PROFFss 1a >� Ph:503-537-8511 �`� G Nee /per OR 99W at SW Durham Road 4 CT 1-GCS lac 9 8 O = � c-6 c-6 4,,54983PE � 9 Photo Red Light Enforcement System I �1'/� FL FL p TIGARD, OREGON \\1 WASHINGTON COUNTY il ��®� ('''''L — /j POLE C-6 POLE C-2 0/Y1a2p0 Cp� � � O 1-6CS '/cyq E L P�� SHEET D 1-7C ®p ®® 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. (FOR RECEDING MODE ONLY) 2. ALL RE-BAR SHALL HAVE YIELD STRENGTH RADAR ISOLATION PART HER _ INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART#534-3053) 3. THE PLACEMENTOF CONCRETE AND PLASTIC WASHER (MOUSER PART#534-3360) - - THEBPL SHALL CONFORM THE SYSTEM MAIN INPUT 100"140VAC STAINLESS STEEL M4 HEX SCREW (MOUSER PART#571-18023-9) REQUIREMENTSB OF TO T. NICKEL ANTI-SEIZE COMPOUND (GRAINGER#23YA45) PELCO POLELOW BELOW 6VAC • 4. ALL ANCHOR BOLTS SHALL BE ASTM SIGNAL DETECT MODULE SPUN ALUMINUM POLE *CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE L. SCHEDULE 80 F1554, GRADE 55, Si WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 20VAC RADAR ISOLATION PROCEDURE DOCUMENT 4-1/2" O.D. X .337" WALL THICKNESS AND F436 WASHER. INPUT) PELCO PART #PB-5102 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W 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 A 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 CO 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS BONDED TOGETHER TO FORM A GROUNDING PELCO POLE 13') REFER TO RADAR ISOLATION PELCO POLE� STSIEM. SPUN ALUMINUM POLE PART LIST INFO ON THIS PAGE I SPUN ALUMINUM POLE 10.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 80 SCHEDULE 80 DRILLED SHAFT 4" ABOVE EXISTING GRADE. 4-1/2" O.D. X .337" 4-1/2" O.D. X .337" 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. N. WITH FLASHES - NEW � REFER TO CAMERA POWER TO BE MOUNTED A MINIMUM FLASH * O O CONNECTION DETAIL ON 8' FROM GROUND LEVEL POWER O UNIT #1 �M11.--- THIS PAGE 13, CAMERA JUNCTION BOX (12"X12"X70" HAMMOND TYPE 3R 12OVAC HOT CAMERA JUNCTION BOX 0 oo) ENCLOSURE C3R121210HCR OR EQUAL) POWER: (3) #8 CONDUCTORS THHN — (12"X12"X10" HAMMOND 3R ENCLOSURE FLASH UNIT #2 (OO� 0FLASH UNIT #1 11 ,,I CONCRETE 30 AMP SERVICE Q (HOT,NEUTRAL & GROUND) C3RTYPE21210HCR OR EQUAL) POLE BASE COLLAR PELCO PART #PB-5325. BELOW 120VAC NEUTRAL �, REINFORCING COLLAR FOR SQUARE BASE FOUNDATION 0 2'-0" 10' GROUNDING POLE BASE COLLAR POLE BASE COLLAR 4 - ROD PELCO PART #PB-5325 PELCO PART #PB-5325 : SQUARE ALUMINUM PEDESTAL REINFORCING COLLAR FOR REINFORCING COLLAR FOR ' C� BASE WITH ALUMINUM DOOR 13 - 3/4" EXISTING INTERSECTION SQUARE BASE SQUARE BASE PELCO PART #PB-5334 CONTROLLER I!!:': !\ (TRAFFIC SIGNAL PHASES) PESQDESTAL BASE WITH UARE ALUMINUM SQUARE RTAL ALUMINUM BASE WITH B :..III B COMMS CABLE FOR OUTSIDE ALUMINUM DOOR PEDESALUMINUM DOOR COMMUNICATIONS :III RED I (TO BE PROVIDED BY OTHERS) PELCO PART #PB-5334 PELCO PART #PB-5334 13 - 3/:" ` • "..1 FOR CONCRETE FOUNDATION • .' DETAILS SEE DETAIL "A" —I AMBER I SECTION B-B HOT (RED PHASE) I t? if: NOW BASE - IGREENI — HOT(AMBER PHASE) 7' III BOTTOM PHASE CONTROL* - (1) 7/C #14 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) I—ICL (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), FRONT VIEW OF POE BASE HOT I (RED, AMBER, GREEN & WHITE) (2) CAT5e SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) 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 PEDESTALep PHASE CONTROL CABLE TO THE RED, BASE o AMBER AND GREEN OUTPUTS FROM NOTE: o THE THROUGH AND LEFT-TURN CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND Niz (4) 1"Ax 25" LONG ANCHOR BOLT WITH 4" SIGNAL PHASES PLUS SIGNAL FRONT CAMERA** TO FRONT CAMERA POLE AS WELL LOCK NUT TO SECURE IIHOOK (BOLTS SHALL BE HOT DIPPED COMMON (HOT). **NOTE: THE NORTHBOUND AND SOUTHBOUND APPROACHES ON PEDESTAL BASE (X4) �� GALVANIZED PER ASTM F2329) HIGHWAY 99W WILL REQUIRE TWO FRONT CAMERAS. THE ADDED #6 GROUND WIRECAMERAS SERVE LEFT-TURN PHASES AND REQUIRE NO RADAR UNIT. NOTE: n 4" MIN. PROJECTION (SEE NOTE 6) REAR CAMERA WIRING FOR THESE POLES REQUIRES ONLY (3) #8 CONDUCTORS CAMERA UNIT TO BE MOUNTED ON SIDE GRADE �. THHN (HOT NEUTRAL AND GROUND) AND (1) CAT5e SHIELDED ADJACENT TO LANES. _ !II!i 7� - ,IJI71i - (2) CONDUITS (POWER & COMMS) (BELDEN 7919A OR APPROVED EQUIVALENT) �.m�— FRONT/REAR CAMERA UNIT NOTE: 6' I:' -6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION 4`THE RESISTANCE MEASUREMENTS BETWEEN THE 8) #5 VERTSAFETY GROUNDING ROD AND THE GROUND SHALLNOT EXCEED 5 OHMS. IF MEASUREMENTS ARE 3" CLR GREATER THAN 5 OHMS, THE CONDUENT TYP. OREGON DEPARTMENT OF TRANSPORTATION CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval ® 12" O.C. SURGE ARRESTOR 3" CLR 24"0 (3) #8 THHN Arin 21370 SW Langer Farms Parkway,Ste 142 liFETErwswrasEmPla SHERWOOD,OREGON 97140 ��ED PROP es, Ph:503-537-8511 POLE BASE 10' #10 GROUNDING F DETAIL "A" ROD NEU �' ICAMERA PLUG INTO \� I N �� OR 99W at SW Durham Road GND © SURGE ARRESTOR ��54983PEF,p 9 Photo Red Light Enforcement System TIGARD, OREGON CAMERA UNIT POLE DETAILS WASHINGTON COUNTY POLE JUNCTION BOX CAMERA POWER CONNECTION DETAIL (TYP) oh */ -4 r ° 1. SHEET NaIYA L RENEWS: 12/31/2019 POLE AND WIRING DETAILS 3 SCALE 0 40 80 160 • J d 125 a - � (1. 4 v /// J_�� 4Y _ / �\ I PACIFIC HIGHWAY WEST (OR 99W) .Y® 4, - PACIFIC HIGHWAY WEST (OR 99W) 454' _ e �� s� 1 ______ 7 0 0 I /1) 21111WOREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval _ A /A 21370 SW Langer Farms Parkway,Ste 142 /� SHERWOOD,OREGON 97140 ,09 PROF4%, NEIPh:503-537-8511 G\ Nee /per OR 99W at SW Durham Road k,, 54983PE � 9 Photo Red Light Enforcement System TIGARD, OREGON WASHINGTON COUNTY 4 CyAEL 1oP�� SHEET NO. RENEWS: 12/31/2019 ADVANCE SIGNAGE PLAN 4 LnammD SIGN AND POST DATA TABLE SIGN COLOR 1/ SIGN TYPE OF SUPPORT POST FOOTING REMARKS NO. SIGN SIGN SUB- BACK LEGEND NO. (n SECONDARY SIGN CONTROLLERS AND SERVICE LOCATION* DIMENSIONS STRATE GROU LEGEND TYPE W SUPPORT LOCATION MIN.DEPTH ND (TM676&TM678) SIZE LENGTH o H ® (TM200-TM201, Q RETAIN AND PROTECT EXISTING CONTROLLER CABINET TM635) o Lc) 0 O N(N0 N N 2 u) (° (D 2 2 IT H N r c7 Vili• F RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET H H ro 2 'a o H ww F Ft >N_ 26)c�N mNaN LENGTH = WIDTH HEIGHT �I <g cn o H,0� H c'io 2 E w r (FT.) H PHOTO ENFORCEMENT EQUIPMENT '�� '�� •o^1-<Q H O Z 2 0 w w W o a z w Jr 7 s Zq) W m Z H W N (c0DcowQ_IDDOF'0Z Ui oOO W Q w > > 2(g2NwwOF�D2_ "wy,0,m 2 > ® INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR Z O O r r r z i7 m, w o 0 m w 0) Y¢0 Z<g Et N o LIJ D p W W W W W Z J U)U),0 Qr�Ja N a Ow a�J 0Q W w O J W a a a a LL W m 0 w 2 J O cn a w e>0 2 W a r`J> N z w C-(N) INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST 0 o F F F F Q a m r(a J J w a J Q W 0 N v 0 v 0 CO w w a 2 2 2 2 O 0HOZI=ZQC�rFmZHa-0,1 w r w r r r r r Z a W O (0QJ Zo_(nZZr_w7wOa'(nXX () (n �1 J IX ul (� (� (� O W W 0C7�a�r�aaQ�X=O�a W��� m 7 lir INSTALL PHOTO FLASH UNIT FOR CAMERA NUMBER(N)ON PIPE POST a 0 w ¢ ¢ < Q Z a a (OH r 2 0)(n m 2 0 0)w= a 0>0 0 0 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 OR 99W SWB 30 30 X Y BK X X 4"X 6" 12.75' MOUNT ON WOOD POST 6"BEHIND SIDEWALK - INSTALL RADAR UNIT ON PIPE POST.SEE RADAR ISOLATION PROCEDURE DOCUMENT. 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 ® REMOVE EXISTING JUNCTION BOX *INSTALL POSTS AT LOCATIONS 1/ BK=BLACK R=RED ILFINDICATED ON SHEET2. BL=BLUE RB=RED-BLUE SIGN LEGEND BR=BROWN SW=SILVER-WHITE ACCOMPANIED BY APPLICABLE JB INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE FY=FLUORESCENT YELLOW W=WHITE (TP) APRON PER OREGON STD.DWG.TM472 NO INSTALL NEW SIGN(N) OREGON STANDARD DRAWINGS: TM471 G=GREEN Y=YELLOW O=ORANGE YG=YELLOW-GREEN TM472 CONDUITS M INSTALL NEW SIGN(N)ON NEW(M)SIGN SUPPORT TM800 TM821 Mk REMOVE GENERAL NOTES © REMOVE EXISTING SIGN(N)AND SUPPORT POST TM831 EC RETAIN AND PROTECT EXISTING CONDUIT _ TM840 Lk TM841 RE-INSTALL SIGN(N)ON NEW(M)SIGN SUPPORT 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS,FLASH MODULES, ® TM842 (S) INSTALL(S)INCH ELECTRICAL CONDUIT RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. N=SIGN NUMBER TM843 2. CONTRACTOR SHALL PROVIDE PELCO POLES,JUNCTION BOXES,TERMINAL COMPARTMENTS,CONDUIT M=MATERIAL TM844 INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING 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 41111 , 4 4 5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. RIGHT TURN (N (G) RETAIN AND PROTECT EXISTING(N)NO.(G=AWG WIRE SIZE)TYPE THWN WIRES 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED AS REQUIRING YIELD (N)-12C RETAIN AND PROTECT EXISTING(N)NO.12 AWG THWN WIRES HORIZONTAL DIRECTIONAL DRILLING ON THE PLANS AND SHALL BE IN ACCORDANCE WITH CURRENTNili/ PHOTO I TO BIKES ODOT STANDARD SPECIFICATIONS. ENFORCED AND PEDS 7 (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) FROM THE TRAFFIC SIGNAL EQUIPMENT. SIGNW3-3 SIGN N0.2 SIGN N0.3 NO.1 (N) (G) RETAIN AND PROTECT EXISTING(N)NO.(G)AWG TYPE XHHW WIRES 8. 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. 21111WOREGON 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. m 21370 SW Langer Farms Parkway,Ste 142 11. CONTRACTOR SHALL REPAIR AND REPLACE SIDEWALK AND LANDSCAPING TO THEIR ORIGINAL H SHERWOOD,OREGON 97140 (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. ,SC�ED PROFESS, Ph:503-537-8511 CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND MAINTAIN SUFFICIENT CLEARANCE �� G I NA' Q� OR 99W at SW Hall Boulevard (N CT 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 -i kT 54983PEFrp -sr Photo Red Light Enforcement System AROUND THE WORK AREA. TIGARD, OREGON (S INCLUDES 3 SPARE WIRES FOR PHASE(PH) 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR DISRUPTIONS MUST BE WASHINGTON COUNTY APPROVED BY ODOT AND THE CITY OF TIGARD. L=LENGTH SHOWN(FEET) P ING NG ES SHALL N =PHASEMBESHOWN 13. CONTRACTOR IS RESPONSIBLE FOR PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TOEEXISTINGII UTILITIES.ES.IFDCONFLICTS OB BETWEEN ,7/ EL 10, �oP�o SHEET N=NUMBER SHOWN 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. RENEWS: 12/31/2019 LEGEND AND NOTES 1 CAMERA POLE CHART �, • iv • CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE*TO DISTANCE*TO TERM.CABINET e �iiC7 0 20 40 80 NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE ORIENTATION** HDD z CT 1-6CS 3-7C 12 8 O p//` • SCALE• F C-1 99W NB(REAR) 20' 90' 25" 180° e® • CFL CF-I - �S a JB C-2 99W SB(FRONT) 20' 148' 25" N/A 3/T 0 C-3 HALL NB(FRONT) 20' 175' 88" N/A POLE C-3 O 9 8 2-7C 1-6CS 2 CT CD C-4 99W SB(REAR) 20' 95' 25" gp° 3 8 6 10 3 12 i C-5 99W NB(FRONT) 20' 128' 120" N/A O 3 1-6CS V EX / 470 7 8 CT O 6 8 2-7C 1-6CS 2 CT C-6 HALL NB(REAR) 20' 72' 25" 90° MC �V *DISTANCES ARE MEASURED TO CENTERLINE OF POLE V **ORIENTATIONS MEASURED CLOCKWISE,0°=TOWARD ADAJCENT CURB FACE 3-7C 01000 64 14 3-C 1-12C , O6 8 1-7C 1-6CS 2 CT 1110 C-4 C4 1-6CS 3©, O // ®i FL FL ® cFf cFf ® r rtj POLE C-4 POLE C-2 1 / � �� \ i /- `s\ — — — - -411 -41t ''''-. if 148' / / 95' - —L- / cri rn / oi co m 0 0 moo. 175' o o o C -o o I ` � / I I L — —__J _____1 _ PACIFIC HIGHWAY WEST (OR 99W) r� / PACIFIC HIGHWAY WEST (OR 99W) • 3RI/ST > — ` c> 3T / — 90' ,, V / '128'- - o j' "%I V - ..... de I,. amp- POLE C-1 0 ' N '‘ -1, /� / /// A. �S / POLE C-5 C-1 C-1 FL FL ®� \� vI 0.R� �• � C C 0 1 1 1 �® FL-5 FL-5 2 - 1-6CS 1-7C 6 8 O r CO O'1-6CS T % / OREGON DEPARTMENT OF TRANSPORTATION ® c!r/ �' / m Traffic Section Approval / ` j.�, © 21370 SW Langer Farms Parkway,Ste 142 1-6CS® O ) / / SHERWOOD,OREGON 97140 / • O® 2-7C 2-6CS �c�9 PROFFSErdislamair Ph:503-537-8511 0 / , / / c, G I NF s/per OR 99W at SW Hall Boulevard / � k,�54983PEFrp 9 Photo Red Light Enforcement System EGON .. 1-6CS 1-7C O / / TISHING OROUNT ©CT ® O 3 8 1-7C 1-6CS 2 CT WASHINGTON COUNTY 00 FL FL dl 0� / �1jUYiQ4� t�0 / POLE C-6 cyAEL P SHEET 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. JRADAR ISOLATION PART LIST: (FOR RECEDING MODE ONLY) 2. ALL RE-BAR SHALL HAVE YIELD STRENGTH INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART#534-3053) /� FY=60KS1 PLASTIC WASHER (MOUSER PART#534-3360) e) 3. THE PLACEMENT OF CONCRETE AND SYSTEM MAIN INPUT 100"140VAC - - RE-BAR SHALL CONFORM TO THE STAINLESS STEEL M4 HEX SCREW (MOUSER PART#571-18023-9) PELCO POLE REQUIREMENTS OF ACI 318-02. LOW BELOW 6VAC NICKEL ANTI-SEIZE COMPOUND (GRAINGER#23YA45) • SIGNAL DETECT MODULE SPUN ALUMINUM POLE 4. ALL ANCHOR BOLTS SHALL BE ASTM E. SCHEDULE 80 F1554, GRADE 55, Si WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 20VAC *CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE 4-1/2" O.D. X .337" WALL THICKNESS AND F436 WASHER. INPUT) RADAR ISOLATION PROCEDURE DOCUMENT PELCO PART #PB-5102 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W 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 A 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 CO 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS BONDED TOGETHER TO FORM A GROUNDING PELCO POLE 13') REFER TO RADAR ISOLATION PELCO POLE� STSIEM. SPUN ALUMINUM POLE PART LIST INFO ON THIS PAGE SPUN ALUMINUM POLE 10.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 80 SCHEDULE 80 DRILLED SHAFT 4" ABOVE EXISTING GRADE. 4-1/2" O.D. X .337" 4-1/2" O.D. X .337" 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. N. WITH FLASHES - NEW � REFER TO CAMERA POWER TO BE MOUNTED A MINIMUM FLASH 0_11) O O CONNECTION DETAIL ON 8' FROM GROUND LEVEL POWER O UNIT #1 ��� THIS PAGE 13, CAMERA JUNCTION BOX (12"X12"X70" HAMMOND TYPE 3R 12OVAC HOT CAMERA JUNCTION BOX 0 0)ENCLOSURE C3R121210HCR OR EQUAL) POWER: (3) #8 CONDUCTORS THHN (12"X12"X10" HAMMOND FLASH UNIT #2 (OO� 0FLASH UNIT #1 11 ,,I CONCRETE 30 AMP SERVICE Q (HOT, & GROUND) C3RE21210HCR OR EQUAL) POLE BASE COLLAR PELCO PART #PB-5325. BELOW 120VAC NEUTRAL �, REINFORCING COLLAR FOR SQUARE BASE FOUNDATION 0 2'-0" 10' GROUNDING POLE BASE COLLAR POLE BASE COLLAR 4 - ROD PELCO PART #PB-5325 PELCO PART #PB-5325 : SQUARE ALUMINUM PEDESTAL REINFORCING COLLAR FOR REINFORCING COLLAR FOR ' BASE WITH ALUMINUM DOOR 13 - 3/4" EXISTING INTERSECTION SQUARE BASE SQUARE BASE C� PELCO PART #PB-5334 CONTROLLER I!!:': !\ (TRAFFIC SIGNAL PHASES) PESQDESTAL BASE WITH UARE ALUMINUM SQUARE RTAL ALUMINUM BASE WITH B :..III B COMMS CABLE FOR OUTSIDE ALUMINUM DOOR PEDESALUMINUM DOOR COMMUNICATIONS :III RED I (TO BE PROVIDED BY OTHERS) PELCO PART #PB-5334 PELCO PART #PB-5334 13 - 3/," `� "• .1 FOR CONCRETE FOUNDATION • ' DETAILS SEE DETAIL "A" —I AMBER I SECTION B—B HOT (RED PHASE) 1��y Iii r6' NEW BASE — IGREENI — HOT(AMBER PHASE) 7' III BOTTOM PHASE CONTROL* - (1) 7/C #14 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) I—ICL (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), FRONT VIEW OF Po E BASE HOT I (RED, AMBER, GREEN & WHITE) (2) CAT5e SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) 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 PEDESTALo PHASE CONTROL CABLE TO THE RED, BASE o AMBER AND GREEN OUTPUTS FROM NOTE: o THE THROUGH AND LEFT-TURN CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND Niz (4) 1"Ax 25" LONG ANCHOR BOLT WITH 4" SIGNAL PHASES PLUS SIGNAL FRONT CAMERA TO FRONT CAMERA POLE AS WELL LOCK NUT TO SECURE IIHOOK (BOLTS SHALL BE HOT DIPPED COMMON (HOB. PEDESTAL BASE (X4) �� GALVANIZED PER ASTM F2329) #6 GROUND WIRE �i'., 4" MIN. PROJECTION (SEE NOTE 6) NOTE: GRADE '!7. REAR CAMERA CAMERA UNIT TO BE MOUNTED ON SIDE ADJACENT TO LANES. _ iii lllli - ,IJI711I - (2) CONDUITS (POWER & COMMS) . .— FRONT/REAR CAMERA UNIT NOTE: 6' 111� -1 H 6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION d THE RESISTANCE MEASUREMENTS BETWEEN THE MEi VERT SAFETY GROUNDING ROD AND THE GROUND SHALL NOT EXCEED 5 OHMS. IF MEASUREMENTS ARE NM 3" CLR GREATER THAN 5 OHMS, THE CONDUENT "'AL. TYP. OREGON DEPARTMENT OF TRANSPORTATION CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval ® 12" O.C. SURGE ARRESTOR 3" CLR 24"0 (3) #8 THHN Arin 21370 SW Langer Farms Parkway,Ste 142 SHERWOOD,OREGON 97140 ��ED PROP es, liFETEPINSINEEFINta Ph:503-537-8511 POLE BASE 10' #10 GROUNDING F DETAIL "A„ ROD HOT NET ^ �' ICAMERA PLUG INTO \ I Nee /O OR 99W at SW Hall Boulevard GND © SURGE ARRESTOR �,�5498,3P4) 9 Photo Red Light Enforcement System TIGARD, OREGON CAMERA UNIT POLE DETAILS WASHINGTON COUNTY POLE JUNCTION BOX CAMERA POWER CONNECTION DETAIL (TYP) oh */ -4 rIYA °L 100 SHEET Na RENEWS: 12/31/2019 POLE AND WIRING DETAILS 3 / Ill .��� o ao 80 160 ��� SCALE : Ss Q 121/ PACIFIC HIGHWAY WEST (OR 99W) y - / / T Nr �: ' `°� �ti / f �' i.' ., 9'483 a7f m / c — 8 — — o — — S �I ! o / — — 8 — — — — o — — o — o — b I i — —— — — T i.- �� - -- - - - - /i - - - - - y --"'so.......%\ PACIFIC HIGHWAY WEST (OR 99W) I.�u.I,k , m / i' _Q v COv // 543 7/-CO / 1 / i , OREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval _ /� 21370 SW Langer Farms Parkway,Ste 142 / /�ervisitemoram SHERWOOD,OREGON 97140 ,��9 PROre Ph:503-537-8511 / ��`� G NF s/per OR 99W at SW Hall Boulevard ki54983PEFrp 9 Photo Red Light Enforcement System / TIGARD, OREGON WASHINGTON COUNTY / 00 �,�cy la 2°°P�o / A E L 1' SHEET NO. RENEWS: 12/31/2019 ADVANCE SIGNAGE PLAN 4 LnammD SIGN AND POST DATA TABLE SIGN COLOR 1/ SIGN TYPE OF SUPPORT POST FOOTING REMARKS EXISTING CONTROLLERS POLES AND SERVICE NO. SIGN SIGN SUB- BACK LOCATION* DIMENSIONS STRATE GROU LEGEND LEGENDTYPE NO. W SECONDARYT SIGN LOCATION MIN.DEPTH ND (TM676&TM678) SIZE LENGTH ® RETAIN AND PROTECT EXISTING CONTROLLER CABINET (TM200-TM201, v TM635) H H ry o u? rn N N O N- N(Np N N 2 u) ASk O N �� RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE CABINET F g o to. � ry H H 1 o N� §^N°N Q N ® RETAIN AND PROTECT EXISTING WOOD POLE(DATA COMMUNICATIONS SOURCE) WIDTH HEIGHT o— H w H LENGTH(FT.) H ® -H <H(ncoZ2~NH mHocZCC z N Y coD~} oz bHQOO w w w 2 2ct Wa2HOHLL20 wcnwIa J w 2 a a H HO�oc < - 2Z HO gO&zz Ow E arnmQ W Hw8w<oZ Qa En PHOTO ENFORCEMENT EQUIPMENT z M w 1 O Z o H o 0 w H W D7 K o > 2 2(n2QWWOFz72_ LLWOzm > Z Q O x O x O H W H o�K H m(n w z p m w 1'a Y co w w ® INSTALL(L)FOOT PIPE POST WITH PELCO PEDESTAL BASE AND COLLAR D o w w w w w z n n ¢N n J wpm ¢ z LL o w a a a a LL w m pw2Jp(naai >pgwQHQ�> ,n 0 w pp H ,D H H H H w Q < a mH 0 a J J W< m O Q w O((.)U 02 v ry 0 m C-(N) INSTALL PHOTO ENFORCEMENT CAMERA NUMBER(N)ON PIPE POST i W H H H H H z cC 2 O H 2 za ¢z o cn z z Z<D w p 0 o X X 0 a En W < < < < Z a W >coHH2u)rnm2Urn W=W 0>000 m 2 1011 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. CDINSTALL 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 I I MOUNT BELOW SIGN NO.1 INSTALL MODEM PER DATA COMMUNICATIONS PROVIDER REQUIREMENTS. INSTALL POSTS 6"BEHIND SIDEWALK AT 1/ BK=BLACK R=RED LOCATIONS INDICATED ON SHEET 2. BL=BLUE RB=RED-BLUE SIGN LEGEND GI INSTALL SW=SILVER-WHITE INSTALL DATA COMMUNICATIONS SWITCH FY=FLUORESCENT YELLOW W=WHITE /� G=GREEN Y=YELLOW Nt: ) 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 GENERAL NOTES M=MATERIAL 0 REMOVE EXISTING JUNCTION BOX MATERIAL OPTIONS: W-WOOD POST JB INSTALL TYPE(TP)PRECAST CONCRETE JUNCTION BOX WITH CONCRETE 1. CONDUENT TO PROVIDE PHOTO ENFORCEMENT EQUIPMENT INCLUDING CAMERAS, ST-PERFORATED STEEL SQUARE TUBE SIGN SUPPORT (TP) APRON PER OREGON STD.DWG.TM472 FLASH MODULES,RADAR UNITS,AND ASSOCIATED MOUNTING HARDWARE. 2. CONTRACTOR SHALL PROVIDE PELCO POLES,JUNCTION BOXES,TERMINAL _ CONDUITS COMPARTMENTS,CONDUIT AND WIRING PER THE DETAILS PROVIDED ON SHEETS 2 AND 3. 40 E RETAIN AND PROTECT EXISTING CONDUIT 3. ALL FLASH MODULES,CAMERAS AND RADAR DEVICES SHALL BE INSTALLED WITH A EC MINIMUM OF 8 FEET OF CLEARANCE ABOVE THE SIDEWALK ELEVATION AND NO NI 0INSTALL(S)INCH ELECTRICAL CONDUIT EQUIPMENT SHALL EXTEND WITHIN 18 INCHES OF THE NEAREST CURB FACE. ACCOMPANIED BY APPLICABLE V 4. EACH POLE SHALL BE INSTALLED WITH#6 SOLID GROUND WIRE AND 10'GROUND ROD. OREGON STANDARD DRAWINGS: TM471 0INSTALL CONDUIT RISER AND WEATHERHEAD TM472 W3-3 5. INSTALL ALL MATERIALS AND EQUIPMENT TO LOCAL AND NEC SPECIFICATIONS. TM800 SIGN NO.1 ■■ INSTALL CONDUIT USING HORIZONTAL DIRECTIONAL DRILLING TM821 6. CONDUIT SHALL BE INSTALLED BY MEANS OF TRENCHING EXCEPT WHERE DESIGNATED TM822 AS REQUIRING HORIZONTAL DIRECTIONAL DRILLING ON THE PLANS AND SHALL BE IN TM831 PHOTO ACCORDANCE WITH CURRENT ODOT STANDARD SPECIFICATIONS. TM840 ENFORCED WIRES & CABLES TM841 7. ALL CONTACT CLOSURES FROM THE TRAFFIC SIGNAL CONTROLLER SHALL BE TM842 W16-10aP ® ELECTRICALLY ISOLATED FROM THE TRAFFIC SIGNAL EQUIPMENT. sIGN NO.2 RETAIN AND PROTECT EXISTING WIRING IN CONDUIT TM843 8. CONTRACTOR SHALL INSTALL IN-LINE FUSE HOLDERS RATED AT 20 AMPS FOR POWER. TM844 TM851 (N -- 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 OREGON DEPARTMENT OF TRANSPORTATION _ r Traffic Section Approval (N)-6CS INSTALL(N)6-CONDUCTOR#18 AWG SHIELDED CABLES(RADAR CONNECTION CABLE) AUX FLASH POWER. 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 E l PROF Ph:503-537-8511 JUNCTION BOXES.CONTRACTOR SHALL AVOID DAMAGE TO PEDESTRIAN RAMPS AND .\CC F`S, OR 99W at SW 72nd Avenue COMM] DATA COMMUNICATIONS PROVIDER TO INSTALL COMMUNICATIONS CABLE THROUGH DEDICATED MAINTAIN SUFFICIENT CLEARANCE FROM RAMPS TO AVOID DAMAGE DURING (Sj \ �I NFL. 9 Photo Red Light Enforcement Sy stem (CONTRACTOR-PROVIDED)WEATHERHEAD AND CONDUIT FROM SOURCE ON WOOD POLE TO MODEM CONSTRUCTION.CONTRACTOR TO CLEAN UP ANY DEBRIS AROUND THE WORK AREA. 549E3PE l TIGARD, OREGON L=LENGTH SHOWN(FEET) 12. TRAFFIC FLOW TO BE MAINTAINED AT ALL TIMES.TEMPORARY SHUTDOWNS OR WASHINGTON COUNTY PH=PHASE SHOWN DISRUPTIONS MUST BE APPROVED BY ODOT AND THE CITY OF TIGARD. N=NUMBER SHOWN 13. CONTRACTOR IS RESPONSIBLE FOR FIELD-LOCATING EXISTING UTILITIES AND SHALL d (L G=AWG SIZE SHOWN A' U�Y'a(�O� O S=SIZE SHOWN(INCHES) PROPERLY PROTECT,MAINTAIN AND/OR REPAIR ANY DAMAGE TO EXISTING UTILITIES. `7/ CH=CHANNEL SHOWN IF CONFLICTS BETWEEN POLE LOCATIONS AND UNDERGROUND UTILITIES ARE CY/ EL 1• P SHEET 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. 1 0 20 40 80 CAMERA POLE CHART SCALE : CAMERA POLE CAMERA POLE CAMERA POLE DISTANCE*TO DISTANCE*TO TERM.CABINET NUMBER FUNCTION HEIGHT VIOLATION POINT CURB FACE/EOP ORIENTATION** �•�I�•� 3JB /T H- ggl C-1 99W NB(REAR) 20' 90' 90" 180° � ap\ * C-2 99W SB(FRONT) 20' 100' 110" N/A S F 2-7C 3 8 ®® 0 O C-3 99W SB(REAR) 20' 90' 90" 180° C-4 99W NB( 20' RON ®O ® 2 DCT 1 CT *DISTANCES ARE MEA UREDFTO CENTERLINE OF POLE 140' 120" N/A 1-6CS O **ORIENTATIONS MEASURED CLOCKWISE,0°=TOWARD ADAJCENT CURB FACE ' 011 2 CT 1-6CS 1-7C 6 8 0 EX BMC 1-7C 2 CT 1-6CS 8 2 CT 3 80 0 ....6.4 7 C ® 0 COMM 1-6CS O POLE C-2 ® ® 0 0 0 0 6 8 1-7C 1-6CS 3 CT O COMM U POLE C-3 00000 m C-3 C-3 O. ' / / ®i FL FL mil. /��� ®© i // / // - 97' / - 90' 50' ,// / / PACIFIC HIGHWAY WEST (OR 99W) /! HIGHWAY WEST (OR 99W) Y / , / / / , 50' - 90' / 140' /— o /� Al � - / Z POLE C-4 POLE C-1 ^���/ P O 2 CT 1-6CS 1-7C 6 8 0 ® gierlier 0 Om 1-6cs 21111WOREGON DEPARTMENT OF TRANSPORTATION Traffic Section Approval PM10 2 CT 1-6CS 1-7C 6 8 O 21370 SW Langer Farms Parkway,Ste 142 O 3 g 1-6CS 2 CT HDD ErasirmEamion SHERWOOD,OREGON 97140 c�ED PROFFs3, Ph:503-537-8511 �`� G Nee /per OR 99W at SW 72nd Avenue ki54983PE � 9 Photo Red Light Enforcement System TIGARD, OREGON WASHINGTON COUNTY #��yAEL 1oP�� SHEET 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. (FOR RECEDING MODE ONLY) 2. ALL RE-BAR SHALL HAVE YIELD STRENGTH RADAR ISOLATION PART HER _ INPUT VOLTAGE PLASTIC SHOULDER WASHER (MOUSER PART#534-3053) 3. THE PLACEMENTOF CONCRETE AND PLASTIC WASHER (MOUSER PART#534-3360) - - THEBPL SHALL CONFORM THE SYSTEM MAIN INPUT 100"140VAC STAINLESS STEEL M4 HEX SCREW (MOUSER PART#571-18023-9) REQUIREMENTSB OF TO T. NICKEL ANTI-SEIZE COMPOUND (GRAINGER#23YA45) PELCO POLELOW BELOW 6VAC • 4. ALL ANCHOR BOLTS SHALL BE ASTM SIGNAL DETECT MODULE SPUN ALUMINUM POLE *CONSTRUCTION MANAGER SHALL PROVIDE CONTRACTOR WITH THE L. SCHEDULE 80 F1554, GRADE 55, Si WITH A563 NUT (TRAFFIC LIGHT PHASE HIGH ABOVE 20VAC RADAR ISOLATION PROCEDURE DOCUMENT 4-1/2" O.D. X .337" WALL THICKNESS AND F436 WASHER. INPUT) PELCO PART #PB-5102 5. CONTRACTOR SHALL PROTECT EXCAVATIONS POWER LESS THAN 1W 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 A 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 CO 9. ALL SUPPORT GROUNDING SHALL BE GROUND LEVEL (MIN HEIGHT IS BONDED TOGETHER TO FORM A GROUNDING PELCO POLE 13') REFER TO RADAR ISOLATION PELCO POLE� STSIEM. SPUN ALUMINUM POLE PART LIST INFO ON THIS PAGE I SPUN ALUMINUM POLE 10.CONTRACTOR SHALL INSTALL TOP OF SCHEDULE 80 SCHEDULE 80 DRILLED SHAFT 4" ABOVE EXISTING GRADE. 4-1/2" O.D. X .337" 4-1/2" O.D. X .337" 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. N. WITHTOBEMOUN FLASHESTED A MINIMUM -ANEW � REFER TO CAMERA POWER FLASH 11) O O CONNECTION DETAIL ON 8' FROM GROUND LEVEL POWER O UNIT #1 �MIL.--- THIS PAGE 13, CAMERA JUNCTION BOX (12"X12"X70" HAMMOND TYPE 3R 12OVAC HOT CAME"X12"X10"RA JUNCTION BOX 0 0)ENCLOSURE C3R121210HCR OR EQUAL) POWER: (3) #8 CONDUCTORS THHN (12 HAMMOND FLASH UNIT #2 (OO� 0FLASH UNIT #1 11 ,,I CONCRETE 30 AMP SERVICE Q (HOT, & GROUND) C3RE21210HCR OR EQUAL) POLE BASE COLLAR PELCO PART #PB-5325. BELOW 120VAC NEUTRAL �, REINFORCING COLLAR FOR SQUARE BASE FOUNDATION 0 2'-0" 10' GROUNDING POLE BASE COLLAR POLE BASE COLLAR 4 - ROD PELCO PART #PB-5325 PELCO PART #PB-5325 : SQUARE ALUMINUM PEDESTAL REINFORCING COLLAR FOR REINFORCING COLLAR FOR ' C� BASE WITH ALUMINUM DOOR 13 - 3/4" EXISTING INTERSECTION SQUARE BASE SQUARE BASE PELCO PART #PB-5334 CONTROLLER I!!:': !\ (TRAFFIC SIGNAL PHASES) PESQDESTAL BASE WITH UARE ALUMINUM SQUARE RTAL ALUMINUM BASE WITH B :..III B COMMS CABLE FOR OUTSIDE ALUMINUM DOOR PEDESALUMINUM DOOR COMMUNICATIONS :III RED I (TO BE PROVIDED BY OTHERS) PELCO PART #PB-5334 PELCO PART #PB-5334 13 - 3/," ` • ".i FOR CONCRETE FOUNDATION • .' DETAILS SEE DETAIL "A" —I AMBER I SECTION B—B HOT (RED PHASE) 1��y 11,1P NEW BASE — IGREENI — HOT(AMBER PHASE) 7' III BOTTOM PHASE CONTROL* - (1) 7/C #14 20' CAMERA POLE DETAIL CABLE (IMSA 19-1) I—ICL (3) #8 CONDUCTORS THHN (HOT, NEUTRAL & GROUND), FRONT VIEW OF Po E BASE HOT I (RED, AMBER, GREEN & WHITE) (2) CAT5e SHIELDED (BELDEN 7919A OR APPROVED EQUIVALENT) 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 PEDESTALep PHASE CONTROL CABLE TO THE RED, BASE o AMBER AND GREEN OUTPUTS FROM NOTE: o THE THROUGH AND LEFT-TURN CAMERA POLE INSTALLATION DETAILS APPLY USE (2) WASHERS AND Niz (4) 1"Ax 25" LONG ANCHOR BOLT WITH 4" SIGNAL PHASES PLUS SIGNAL FRONT CAMERA TO FRONT CAMERA POLE AS WELL LOCK NUT TO SECURE IIHOOK (BOLTS SHALL BE HOT DIPPED COMMON (HOT). PEDESTAL BASE (X4) �� GALVANIZED PER ASTM F2329) #6 GROUND WIRE L46'., 4" MIN. PROJECTION (SEE NOTE 6) NOTE: GRADE '!7. REAR CAMERA CAMERA UNIT TO BE MOUNTED ON SIDE ADJACENT TO LANES. _ iii lllli - ,IJI711I - (2) CONDUITS (POWER & COMMS) . .— FRONT/REAR CAMERA UNIT NOTE: 6' 1 -1 H 6" MINIMUM CONFIGURATION WITH APPROACHING RADAR DETECTION d THE RESISTANCE MEASUREMENTS BETWEEN THE MEi VERT SAFETY GROUNDING ROD AND THE GROUND SHALL NOT EXCEED 5 OHMS. IF MEASUREMENTS ARE MIN 3" CLR GREATER THAN 5 OHMS, THE CONDUENT "'�L TYP. OREGON DEPARTMENT OF TRANSPORTATION CONSTRUCTION MANAGER IS TO BE NOTIFIED #3 CIRC TIE Traffic Section Approval ® 12" O.C. SURGE ARRESTOR 3" CLR 24"0 (3) #8 THHN Arin 21370 SW Langer Farms Parkway,Ste 142 liFETErwswrasEmPla SHERWOOD,OREGON 97140 ��ED PROP es, Ph:503-537-8511 POLE BASE 10' #10 GROUNDING F DETAIL "A„ ROD HOT NEU ^ �' ICAMERA PLUG INTO I Nee /O OR 99W at SW 72nd Avenue GND © SURGE ARRESTOR �,�5498,3P4) 9 Photo Red Light Enforcement System TIGARD, OREGON CAMERA UNIT POLE DETAILS WASHINGTON COUNTY POLE JUNCTION BOX CAMERA POWER CONNECTION DETAIL (TYP) oh */ -4 rIYA L 100 SHEET Na RENEWS: 12/31/2019 POLE AND WIRING DETAILS 3