HomeMy WebLinkAbout3053-TS1/27/20231Å210BANYAN ST.TERRAVISTA PKWY.VICTORIA PARK LN.ROCHESTER AV.HIGHLAND AV.DAY CREEK BL.VICTORIA ST.ETIWANDA AV.
EAST AV.BASELINE AV.WHITTRAM AV.COTTONWOOD AV.
MULBERRY AV.6TH ST.JERSEY BL. AV.NAPA ST.ARROW ROUTEINTERSTATE15DGDGCITY OF RANCHO CUCAMONGAWWW.URBANXROADS.COM949-660-1994CW1065.641'BENCHMARK:URBANCROSSROAD
SCARLETON WATERSR.C.E. 52916DATEUNDER THE SUPERVISION OFTRAFFIC SIGNAL MODIFICATION PLANARROW ROUTEDIALTWO WORKING DAYSBEFORE YOU DIG10010AND ROCHESTER AVENUECITY OF RANCHO CUCAMONGATRAFFIC SIGNAL MODIFICATION PLAN FORARROW ROUTE AT ROCHESTER AVENUEVICINITY MAPPROJECT SITETRAFFIC SIGNAL GENERAL NOTES:SHEET INDEXSHEET NO.1TITLE SHEET1OF22TRAFFIC SIGNAL MODIFICATION PLAN - ARROW ROUTE & ROCHESTER AVENUE2OF2Z15N.T.S.166ROW2022-00545 ° GENERAL NOTES:
1/27/2023DIALTWO WORKING DAYSBEFORE YOU DIG3'7.5'---1530'-15'-7'S2--1530'-15'-9'---SV-2-T9'3'-POLE LOCATIONBCSIG. M.A.POLE DATABFCANO.TYPEHEIGHTSIGNAL MOUNTINGP O L E S C H E D U L ELUM M.A.VEHICLEMAST ARMPHASEPEDESTRIAN QUAD.AEDGHREMARKSSP-1-CS59WLUMINAIREL.E.D.PED. PUSH BUTTON EXACT POLE LOCATIONS TO BE DETERMINED BY ENGINEER IN THE FIELD.13'----3'-6'E4-3'I.I.S.N.S.POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES.-- PEDESTRIAN PUSH BUTTONS SHALL BE TYPE "B" ADA BUTTONS. 6'N6--3'8'---5'8.5'-16'4'--29-5-8030'55'3 MAS5'SV-1-UM15'SP-1-CS (N)59WArrowIJROUTE11900------EVP CABLEGROUNDLUMINAIRES#10#10TOTALCONDUCTOR SCHEDULE12-2324262I.I.S.N.S.#12CONDUIT SIZE% FILLS22222111111017161923-11122"2.5"3"2"2.5"3"7221172AWG SIZE ORCABLE TYPEPOLE ORCIRCUITALL CONDUIT, CABLES AND CONDUCTORS EXISTING UNLESS NOTED OTHERWISE.(E)(E)2.5"5221161-1112-111222VIDEO (COAX)CAMERA3 #16POWER CABLE113"8221223(E)332 - 3"9--2184(E)44 (E) = EXISTING, ( ) = NEW(E)(E)(E)(E)(E)QUADRANTSEWN(TOP VIEW)PEDESTRIAN PUSH BUTTON LOCATION & EQUIPMENT LOCATIONS SIGNAL STANDARD PLACEMENT DIMENSIONS DETECTION LEGEND: = NEW VIDEO PRESENCE DETECTION ZONE = VIDEO PRESENCE BIKE DETECTION ZONE = ADVANCED RADAR DETECTION TRIP LINESIGN LEGEND: = R3-4 - NO "U" TURNbcdejfARROW RTE.ROCHESTER AVE.80604010200SCALE: 1" = 20'-59WSV-2-TSP-1-CS (N)W8STROBECOM II 4090-21-STOPTICAL DETECTOR SET SCREWSDRILL & TAP 5/8"HOLE IN MAST ARM MAST ARMN.T.S.MOUNTING DETAILEVP DETECTOR STRAP/CLAMPSPECIAL BOLT = R73-6 (CA) DUAL LEFT TURN,#14OLA Ø2+Ø7132432133034224274PPB POST (N)4'-2"--6.5'---10.5'------26-4-8030'40'2 MASSV-1-T15SP-1-CS59W NO "U" TURNDGDGCITY OF RANCHO CUCAMONGAWWW.URBANXROADS.COM949-660-1994CWURBANCROSSROAD
SCARLETON WATERSR.C.E. 52916DATEUNDER THE SUPERVISION OFTRAFFIC SIGNAL MODIFICATION PLANARROW ROUTEAND ROCHESTER AVENUE1065.641'BENCHMARK:10010N-PPB POST (N)4'-2"------RochesterAVE8400ArrowRTE118001530'-15'-SV-2-UMSP-1-CS59W26-4-8030'40'2 MASSV-1-UM15SP-1-CS59W1530'-15'-SV-2-UMSP-1-CS59W26-4-8030'40'2 MASSV-1-UM15SP-1-CS59WRochesterAVE8500ALL EQUIPMENT EXISTING UNLESS NOTED OTHERWISE. (E) = EXISTING, ( ) = NEWNDETAIL "A"NOTE:ALL SECTIONS 12"KNJIHEABDCØ4Ø7Ø7Ø6Ø6Ø1Ø1Ø2+OLAØ2Ø5Ø5Ø6Ø4+OLBØ3Ø3Ø8Ø8Ø8Ø8Ø2PØ2PØ4PØ4PØ6PØ6PØ8PØ8P(50 MPH)(45 MPH)EXISTING S.C.E. KLMN11'W8-13'--PPB POST4'-2"------11'N6-13'--PPB POST4'-2"------12'E4-13'--PPB POST4'-2"------15.5'S2-12'--PPB POST4'-2"------GFML6 PR - #22 INTERCONNECT--1-----1Ø2+OLAØ4+OLBPHASE 4PHASE 1PHASE 2PHASE 3PHASE DIAGRAMPHASE 8PHASE 5PHASE 6PHASE 7RING 1RING 2
OLB
OLA Ø8 PPBPPB GROUNDØ6 PPBØ4 PPBØ2 PPBØ8PØ6PØ4PØ2PØ8Ø7Ø6Ø5Ø4Ø3Ø2Ø1OLB Ø1+Ø433333333-11111112--2-22-24222----24-11111112----22122-----1-22-12-----2-22-22224---222222--2-22-24222----24-33-33336----33333---333333-----3-33--3-33-36-33-----3333----36333333336 = NEW VIDEO COUNTER ZONECCCCCCCCC45678321EX. R/WEX. R/WEX. R/WEX. R/WEX. R/W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
PROP. R/W345' TOLIMIT LINE345' TOLIMIT LINE285' TO
LIMIT LINE
285' TO
LIMIT LINE
1-S-Ø8 1-S-Ø3 2-S-Ø3 3-S-Ø3 4-S-Ø8 1-E-Ø2 2-E-Ø2 2-E-Ø2 3-E-Ø53-E-Ø52-E-Ø52-E-Ø53-N-Ø7 2-N-Ø42-N-Ø42-N-Ø7 1-N-Ø7 1-N-Ø42-S-Ø8 2-S-Ø8 1-W-Ø6 2-W-Ø6 1-E-Ø51-E-Ø54-E-Ø2 3-E-Ø2 (BIKE ZONES)3-N-Ø4 (BIKE ZONES)2-W-Ø6 3-W-Ø6 (BIKE ZONES)2-W-Ø1 1-W-Ø1 3-W-Ø1
36'
13'EX. C&G 45'
11'12'
12'11'13'EX. C&G EX. C&G EX. C&G 103'SERVICE POINT EX. C&G EX. C&G EX. C&G EX. C&G 36'10'10'10'10'10'10'6'6'50'50'36'100'EX. R/W
EX. R/WEX. R/WPROP. R/W11'12'27'12'19'5'15'EX. R/W
EX. R/W64'44'108'30'EX. R/W
PROP. C&G EX. C&G 38'36'EX. C&G EX. C&G EX. C&G EX. R/WEX. R/W64'
11'11'11'11'12'6'
50'
45'
50'36' EX. C&G EX. C&G PROP. C&G PROJECT DWY.RC53'50'RSABRFSEE CABINET DETAIL THIS SHEET SCALE: 1" = 10'-0"SIGNAL CABINET DETAILH95239473 DETAIL "A" DETAIL "A"DETAIL "A" DETAIL "A" bcdNO TURNU = EXISTING VIDEO PRESENCE DETECTION ZONE71TRAFFIC SIGNAL CONSTRUCTION NOTES:234589ABRCRFRSCB116EX = EXISTING VIDEO COUNTER ZONEC68R3-4 bcdejf711112EX Ø4 & Ø7 6 R3-4 bcdejf7EX R73-6 (CA) bcdNO TURNU76EXR3-4 bcdejf67CBSPARES4-N-Ø4EX. 2"C, 6-PR #22 SIC EX. 2"C, 6-PR #22 SIC TO CONTROLLER CABINET AT JACKBENNY DRIVE & ROCHESTER AVENUE(APPROX. 720' CL TO CL).1010101010124 Ø2 & Ø5 Ø3 & Ø8 3-S-Ø8 (BIKE ZONES)Ø1 & Ø6 EX. FIBER OPTIC VAULT ADJUST TO GRADE AS NECESSARY ADJUST TO GRADE EXISTING612'12' PULL BOX AS NECESSARY1313CB1313N.T.S.NEW CONDUIT RUN INTOEXISTING CONTROLLERCABINET90° TYPE "LB"CONDUIT BODY(SIZE PER PLAN)NEW CONDUITRUN (PER PLAN) EXISTINGCONTROLLERFOUNDATIONEXISTING CONDUIT RUNS(PER PLAN) EXISTINGCONTROLLERCABINET13SEE NEW CONDUIT INTO EXISTINGCONTROLLER CABINET DETAIL THIS SHEET131414TRAFFIC SIGNAL VIDEO DETECTION NOTES:CONTROLLER INPUT#BADVANCE DETECTION ZONE - ASSIGNED IN CONTROLLER AS 1-8 (NTCIP)STOP BAR DETECTION ZONE - ASSIGNED IN CONTROLLER AS 9-16 (NTCIP)BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE INPUT)BIKE DETECTION ZONE - ASSIGNED IN CONTROLLER AS 17-24 (NTCIP)STOP BAR DETECTION ZONE (RIGHT TURN) - ASSIGNED IN CONTROLLER AS 25-32 (NTCIP)232015127461914221719241116323825152118103031BBBBBBBBBBBBBBBBBB1515TRAFFIC SIGNAL CONSTRUCTION NOTES (CONT.):1616ROW2022-00545