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HomeMy WebLinkAbout2598-3DETECTOR SCHEDULE Y.NST CHANNEL DETECTOR OPERATION � 1 2-N-6 EXTENSION 2 1 3-N-6 CALL 3 1-N-1 EXTENSION 4 2-N-1 CALL 2 1 2-E-8 EXTENSION 2 3-E-8 CALL 3 1-E-3 EXTENSION 4 2-E-3 CALL 3 1 2-S-2 EXTENSION 2 3-S-2 CALL 3 1-S-5 EXTENSION 4 2-S-5 CALL 4 1 1 2-W-4 EXTENSION 2 3-W-4 CALL 3 1-W-7 EXTENSION 4 2-W-7 CALL 5 1 1-N-6 EXTENSION 2 1-E-8 EXTENSION 3 1-S-2 EXTENSION 4 14-4 EXTEN N isa=rz PHASE DIAGRAM I i t II I I 1' � SIGNAL MOUNTING � l C I M SIG. PHASE 1 PHASE 2 PHA S 3 PHASE 4 QUAD �- Now PED. 1 II ( 3 1 1 0 30 45 N III 200 W B ZIII N MAS,MAS,SV-1—T N PHASE 5 PHASE 61 PHASE 7 PHASE 8 �k NOTE: FOUNDATION FOR POLE WAS REMOVED TO ONLY 48" BELOW FINISHED GRADE DUE TO UTILITY CONFLICTS. 1-4 CITRUS EXISTING RIGHT OF WAY 0 Q Uj J 0fn s QIII �- I i t II I I III BT. SIGNAL MOUNTING i t I I C I M SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. I II ( 3 1 1 0 30 45 N III 200 W B ZIII N MAS,MAS,SV-1—T N SP-1—CSN Arrow Blvd 10.5 4 2 1—A N 10' — — — � � �I'S 6 N I`l ril II I XIII U► — � F 3 26-4-80 30' 45' 15' 200 W B 6 E MAS,MAS,SV-1—T SP-1—CS Arrow Blvd 18 2.5 4 1—A 10 — — — B 8S TOTAL f POLE SCHEDULE �- STANDARD MASTARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE AB 3 1 1 26-4-80 30 45 N 15' 200 W B 4 N N MAS,MAS,SV-1—T N SP-1—CSN Arrow Blvd 10.5 4 2 1—A N 10' — — — B 6 N E TV -1—T N SP-1—CSN — g' 4' 3 26-4-80 30' 45' 15' 200 W B 6 E MAS,MAS,SV-1—T SP-1—CS Arrow Blvd 18 2.5 4 1—A 10 — — — B 8S TOTAL TV -1—T SP-1—CS — 14' 2.5' 5 26-4-80 30' 35' 15' 200 W B 8 S MAS MAS SV -1—T SP-1—CS Citrus Ave 8' 5' 6 _ 1—A 10' — — — B 2 W TV -1—T SP-1—CS — 11' 2.5' 7 26-4-80 30' 40' 15' 200 W B 2 W MAS MAS SV -1—T SP-1—CS Citrus Ave 3' 5.5 7 1—A 10' — — 3 I B 4 N TV -1—T SP-1—CS — 9.5 5' NOTE: ALL EQUIPMENT IS EXISTING UNLESS SHOWN OTHERWISE. (N) - NEW EQUIPMENT ix — y W Id - "I nomr- SCALE: 1`20' 1-1 /2"C. 2 DLC "ENUe Curb/Berm flow lir or edge of should4 BCR / FH _ �` \4 1-1 /2"C, 1 DLC -03-- ---- -----$PtiJ�6P�� — — — — — - L ._._ 1 -_ EXISTING RIGHT OF WAY EXISTING CURB AND GUTTER ( '� 1, I' � EXISTING CURB AND GUTTER 11 106 �- �8 08 r �-______-__ T ` I I RC 05` - - cvLO I�, RC 1 CC �( ► ► ► I {2-N-6 ---------- �. I I c L L _J _ 1� �1-N-s. N _ _ _ 0 6 G =1 G — G — _ G — _ — G —N— , �` � - � {- � � � � 3-N-�6 � 115' TO BACK. - - II I I MH I L4_ _J LJ J LJ 10„S 2 S 5— I I S -----__- ------��T 1-S-5 L- J}- 78” RCP ------------- - --- - - f -1 --- WV r� L — 3 /1 _ E — _ \ s OF CROSSWALK — — T —�—� — -L-� — — — T — :� — — — — — — — — — — — — — — — — — — — — — — — — — — — — 05'E-�___________________________- -------y -L- -------------------------------------------------------------- i 1 1 2 -- -- --- --- --- --- --- — — — — — — — — — — — — — — — — — — V — — V V V y .+.- O 230' TO BACK 2-S-2 115' TO ACK - - i I — L 0 CROSSWAL � B 3 S 2 �i AB (�l — — T — — — — — — EXISTING CURB AND GUT R L �I OF CROSSWALK - i T T T S I �� 1�2 2 11—//-Z-- 01 _ -------- - - - - ---------------______________�__—___ - - __ -__ ___-___- EXISTING EDGE OF PAVEMENT TEL - -- ------ % 4 "04 "T - �! fTl M EXISTING RIGHT OF WAY `y�� � 4P EXISTING RIGHT OF WAY 1-1 2 C 1 DLC 1_1/2"Cs / 2 DLC � �- - _ � / 1-1 L , v { - TRAFFIC SIGNAL CONSTRUCTION NOTES. . f2c,1c ,1 �I { _� �c2 As _ 0 . 8 6FI Il i I 4 N {� X I �' _- ,,�.J j III I I 2 C, 3#6 #10 { 1 t �i j "f 6 ILII ill — III II SINGLE CONDUCTOR SCHEDULE CIRCUIT OR AWG CIRCUIT 8 I9 RUN NUIDER POLE �J 1 _ 2 _ 3 - 4 - 5 - 6 - #14 /1 VEHICLE 02 VEHICLE MOUNTING. RELOCATE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW PEDESTRIAN HEAD/MOUNTING. 3 3 1 3 3 O3 VEHIaE 3 3 3 3 3 3 04 VEHICLE - - - - 3 3 05 VEHIaE - 3 3 3 3 3 06 01aE - - - - - - 07 VEHIaE - - - 3 3 3 08 VEHIaE 3 3 3 3 3 3 02 PEDESTRIAN - - 2 2 2 2 i4 PEDESTRIAN - - - - 2 2 06 PEDESTRIAN - 2 2 2 2 2 08 PEDESTRIAN 2 2 2 2 2 1 2 02 PPB - - - 1 1 1 04 PPB - - - - - - 06 PPB 1 1 1 1 1 1 08 PPB - 1 1 1 1 1 PPB COMMON 1 1 1 1 1 1 SPARES 3 3 3 3 3 3 TOTAL 13 19 24 28 33 33 #10 LUMINAIRE 2 2 2 2 - - SIGNAL COMMON 1 1 1 1 1 1 TOTAL 3 3 3 3 1 1 #6 SIGNAL SERVICE 3 DLC PHASE 1 - 2 2 2 2 2 PHASE 2 - - - - - - PHASE 3 - - - 2 2 2 PHASE 4 4 4 4 4 4 4 PHASE 5 -- - - - - PHASE 6 - 3 3 3 3 3 PHASE 7 2 2 2 2 2 2 PHASE 8 - - - 3 3 3 TOTAL 5 10 10 15 15 15 OIPWOk CABLE FUliIRE - - - - 1 1 CONDUIT SIZE 2 30 3F— 3F 3.5 93.5 SIGNAL CABLE CONDUCTOR TABLE CIRCUIT OR RUNS BOLTS AND CONSTRUCT 26-4-80 FOUNDATION. RELOCATE EXISTING 26-4-80 SIGNAL STANDARD AND LUMlMRE. 8 I9 CITY AWG. POLE �J POLE Q 1 1 1 1 1 1 1 1 �1 ANCHOR BOLTS AND CONSTRUCT 1A FOUNDATION. FURNISH AND INSTALL NEW 10' 1A POLE AID TV -1-T SIGNAL HEAD �� �� MOUNTING. RELOCATE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW PEDESTRIAN HEAD/MOUNTING. POLE 0 1 1 1 1 1;0/,1 1 AND INSTALL NEW CONDUIT AND PULLBOX AS SHOWN. Uj POLE 1 1 1 1 1 1 0 0 N <' Q I III I r I M I I N III mI, � � ��IIi M � � i � I U I O C � TOTAL 3 3 3 3 3 3 2 2 o 10 ILUMINAIRE � � L16 II ",./ LL1 \, o/, I `n a�ncaM cA�fvn� 2 z z EQ I III a i I zLij E—a III I� 1-1/2'c. 1 DLC CONDUIT SIZE 3 3 3 2 III � 11� -_T 11 i %JO 50 10I 1-E-8 DRAWING OF RECORD ` , ;, _III � 10/1/98 - NO CHANGES DIAL TWO VCRKING BEFORE DAYS REFIRE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDOMMM SERVICE ALERT Y J Q � M N O V) F-� � U n V` N 0 aFURNISH NEW ANCHOR BOLTS AND CONSTRUCT 26-4-80 FOUNDATION. RELOCATE EXISTING 26-4-80 SIGNAL STANDARD AND LUMlMRE. INSTALL CITY FURNISHED 45' MASTARM AND RELOCATE EXISTING STREET NAME SIGN AND SIGNAL HEADS. FURNISH AND INSTALL PEDESTRIAN HEAD/MOUNTING AND NEW SV -1-T MOUNTING. �FURNISH F NEW ANCHOR BOLTS AND CONSTRUCT 1A FOUNDATION. FURNISH AND INSTALL NEW 10' 1A POLE AID TV -1-T SIGNAL HEAD �� �� MOUNTING. RELOCATE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW PEDESTRIAN HEAD/MOUNTING. Q INSTALL 6' DIAMETER TYPE "E" DETECTOR LOOPS PER CALTRANS STD. ES -5B AS SHOWN. F41 FURNISH AND INSTALL NEW CONDUIT AND PULLBOX AS SHOWN. Uj 1-1 /2"C, 2 DLC <' Q I III I I M I I N III mI, � � ��IIi M � � i � I W I I I O C � 0 o z � � � I II AJ ` X �I � i i i� I � i m X 111 w�� . IZ L16 II ",./ LL1 \, o/, I `n a�ncaM cA�fvn� 2 z z EQ I III a i I zLij E—a III I� 1-1/2'c. 1 DLC CONDUIT SIZE 3 3 3 2 III � 11� -_T 11 i %JO 50 10I 1-E-8 DRAWING OF RECORD ` , ;, _III � 10/1/98 - NO CHANGES DIAL TWO VCRKING BEFORE DAYS REFIRE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDOMMM SERVICE ALERT Y J Q � M N O V) F-� � U n V` N 0 aFURNISH NEW ANCHOR BOLTS AND CONSTRUCT 26-4-80 FOUNDATION. RELOCATE EXISTING 26-4-80 SIGNAL STANDARD AND LUMlMRE. INSTALL CITY FURNISHED 45' MASTARM AND RELOCATE EXISTING STREET NAME SIGN AND SIGNAL HEADS. FURNISH AND INSTALL PEDESTRIAN HEAD/MOUNTING AND NEW SV -1-T MOUNTING. �FURNISH F NEW ANCHOR BOLTS AND CONSTRUCT 1A FOUNDATION. FURNISH AND INSTALL NEW 10' 1A POLE AID TV -1-T SIGNAL HEAD �� �� MOUNTING. RELOCATE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW PEDESTRIAN HEAD/MOUNTING. Q INSTALL 6' DIAMETER TYPE "E" DETECTOR LOOPS PER CALTRANS STD. ES -5B AS SHOWN. F41 FURNISH AND INSTALL NEW CONDUIT AND PULLBOX AS SHOWN. 5 PULL NEW SIGNAL CABLE/CONDUCTORS INCLUDING OPTiC01rt CABLE, AND REPULL EXISTING DLC IN RUNS A��� TO ACHIEVE DESIRED SIGNAL OPERATION. TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (t00)433-4131, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2' RIGID METAL UNLESS SHOWN OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISIQN PRIOR TO COMMENCEMENT OF WORK. 6. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE APPROVED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIG" MAY BE REQUIRED. AUTOCAD FILENAME: CIT_ARR_SIG.DWG