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Home My WebLink About3411-4TRAFFIC SIGNAL GENERAL NOTES: (PROPOSED) I. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL 12" 12" 12" 12" 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF DETAIL 11131 FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. o 5Za 1 e 1. ALL VEHICLE HEAD5 SHALL BE 12" WITH ALL LED INDICATIONS, SEE SPECIAL PROVISIONS. 8. SEE SHEET 3 FOR SIGNING AND STRIPING WORK. 4� of TRACK i of TRACK q. ALL 5TREET-CR055145 CONDUITS THAT CANNOT BE BORED SHALL BE INSTALLED PER MAINLINE 12'-0" DETAIL "D", THIS SHEET AND THE SPECIAL PROVISIONS. BRANCH LINE g'-0• I 10. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING INOMTRY q. -O• I 15 OPERATIONAL, SEE SPECIAL PROVISIONS. II. CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. ' I MODIFY SPRINKLER SYSTEMS AS DIRECTED BY THE ENGINEER. I 12. THE CITY OF FONTANA WILL FURNISH 50ME EQUIPMENT FOR THI5 TRAFFIC SIGNAL, SEE -�`- SPECIAL PROVISION FOR EQUIPMENT LIST. �- 444 _11 R� 1109"1 n o b- 15 � TY cA51N6 PIPERAILROAD CONTROLLER t Q CARRIER PIPE v �2L LEGEND UNI -DIRECTIONAL , SINGLE CHANNEL OPTICAL DETECTOR (PER DETAIL HEREON) ►� - VIDEO DETECTION CAMERA (PER CITY OF FONTANA STANDARD DETAIL 133) NON -ILLUMINATED STREET NAME SIGN (PER CITY OF FONTANA STANDARD DETAIL 132) MAST -ARM MOUNTING CLAMP FOR UNI -DIRECTIONAL OPTICAL DETECTOR DETAIL " - mo SZOIC) BASE OF RAIL VITGH f 3' O ,F . 10 R/I PROVISIONS, THE CITY OF FONTANA STANDARD PLANS AND SPECIFICATIONS, AND E THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD f I PLANS DATED JULY 2002. Red 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR TYPE HT. SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS Lft �eee�aeeeee ON THE JOB SITE. HAND 016 FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. Yellow PHONE UNDERGROUND SERVICE ALERT AT (800) 221-2600, TWO (2) WORKING DAYS POLE PED. BEFORE DIGGING. A 3. ALL PULL13OXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS • �eeame��see SHOWN OTHERWISE. ALL VEHICLE HEADS SHALL 13E PER SPECIAL PROVISIONS. 30' 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING SIMULTANEOUS WITH THE SOUTHERN CALIFORNIA E015ON COMPANY WELL IN ADVANCE OF NEED. GREEN 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT Juni r Ave �eee�e��eee LOCATIONS PRIOR TO FINAL PLACEMENT. • 12" 12" 12" 12" 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF DETAIL 11131 FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. o 5Za 1 e 1. ALL VEHICLE HEAD5 SHALL BE 12" WITH ALL LED INDICATIONS, SEE SPECIAL PROVISIONS. 8. SEE SHEET 3 FOR SIGNING AND STRIPING WORK. 4� of TRACK i of TRACK q. ALL 5TREET-CR055145 CONDUITS THAT CANNOT BE BORED SHALL BE INSTALLED PER MAINLINE 12'-0" DETAIL "D", THIS SHEET AND THE SPECIAL PROVISIONS. BRANCH LINE g'-0• I 10. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING INOMTRY q. -O• I 15 OPERATIONAL, SEE SPECIAL PROVISIONS. II. CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. ' I MODIFY SPRINKLER SYSTEMS AS DIRECTED BY THE ENGINEER. I 12. THE CITY OF FONTANA WILL FURNISH 50ME EQUIPMENT FOR THI5 TRAFFIC SIGNAL, SEE -�`- SPECIAL PROVISION FOR EQUIPMENT LIST. �- 444 _11 R� 1109"1 n o b- 15 � TY cA51N6 PIPERAILROAD CONTROLLER t Q CARRIER PIPE v �2L LEGEND UNI -DIRECTIONAL , SINGLE CHANNEL OPTICAL DETECTOR (PER DETAIL HEREON) ►� - VIDEO DETECTION CAMERA (PER CITY OF FONTANA STANDARD DETAIL 133) NON -ILLUMINATED STREET NAME SIGN (PER CITY OF FONTANA STANDARD DETAIL 132) MAST -ARM MOUNTING CLAMP FOR UNI -DIRECTIONAL OPTICAL DETECTOR DETAIL " - mo SZOIC) BASE OF RAIL VITGH f 3' O ,F . 10 R/I CONDUCTOR 56HEOULE LL5TANDARD E M f I 5N5*"-ILUMIMTED M r�"Ar�r�r� CONDUCTOR 56HEOULE LL5TANDARD MA5TARM5 M M"A"0 5167NAL MOUNTING 5N5*"-ILUMIMTED M r�"Ar�r�r� G TYPE HT. 516. Lft �eee�aeeeee TYPE MA5T ARM POLE PED. ME55A6E A B • �eeame��see 35' 30' 15' 250H B2 1f 5T MA5-4B 5V -1-T 5P -1-G5 Juni r Ave �eee�e��eee 45' • B IA 10' - - - B 4 NORTH �eee�e��es TV -1-T 5P -1-G5 - 4' G 24A-4-80 35' 35' 15' 250H B 4 NORTH 2-MA5 5V -1-T 5P -1-G5 Or2n q5' 55' 01 IA 10' - - - B b EAST - 1V -I -T 5P -1-G5 - �mmmee�eeae 4' El IqA-4-80 35' 25'15' 250H B b . ��veeeeee 5V -1-T 5P-1-65 Juni r Ave 3' 8' F IA 10' - - - B 3 50UTH - TV -1-T 5P -1-G5 - 2' 4' 6 24A-4-80 35' 35' 15' 25011 B 3 50UTH 2-MA5 5V -1-T 5P -1-G5 Oran 1' b5' H IA 1 10' - - - B 2 ��sisaeessooa - TV -1-T 5P -1-G5 - 4' 4' ��eaaasassaaea ��000e000sse �os0e00000e' 0000�oosse HEADER CUT TACK COAT COMPLETE I' I, SURFACE BEING PAVED �- EXISTING 0.10' MIN. AG SURFACING NEW A.G. 2 -SACK CONCRETE BACKFILL (61-5M) (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) IGID METAL CONDUIT(S) (INSTALLED WITH 18" MIN. COVER) TRENCH REPAIR DETAIL "D" N.T.S. POLE SCHEDULE LL5TANDARD MA5TARM5 LUMINAIRE PED PU5H BUTTON 5167NAL MOUNTING 5N5*"-ILUMIMTED PLACEMENT REMARKS G TYPE HT. 516. Lft H.P.5.V. TYPE MA5T ARM POLE PED. ME55A6E A B A 24A-4-80 35' 30' 15' 250H B2 1f 5T MA5-4B 5V -1-T 5P -1-G5 Juni r Ave 145' 45' • B IA 10' - - - B 4 NORTH - TV -1-T 5P -1-G5 - 4' G 24A-4-80 35' 35' 15' 250H B 4 NORTH 2-MA5 5V -1-T 5P -1-G5 Or2n q5' 55' 01 IA 10' - - - B b EAST - 1V -I -T 5P -1-G5 - 15' 4' El IqA-4-80 35' 25'15' 250H B b EAST MA5-4B 5V -1-T 5P-1-65 Juni r Ave 3' 8' F IA 10' - - - B 3 50UTH - TV -1-T 5P -1-G5 - 2' 4' 6 24A-4-80 35' 35' 15' 25011 B 3 50UTH 2-MA5 5V -1-T 5P -1-G5 Oran 1' b5' H IA 1 10' - - - B 2 WEST - TV -1-T 5P -1-G5 - 4' 4' INSTALL ON SHAFT PER DETAIL IN SPECIAL PROVISIONS. • ALL EQUIPMENT IS NEW SEE TRAFFIC SIGNAL GENERAL NOTE #12. • MODIFY 30' MAST ARM BUTT PLATE TO FIT STANDARD SIMPLEX MOUNTING ON TYPE 24A-4-80 POLE. PREEhP'TION INTERVAL 1 TRACK CLEARANCE IMITED END OF PREEMPTION EXIT TO PHASES O ? Q ECR �6o YELLOW C I i t 0 FOLLOWED BY RED mS cic I 111 -/, EXCEPT 12 t 05 O TF A 1 °4 I R� NORMAL OPERATION ; DETAIL T 1 _T_ ! 4 03 T °fP T L a 1F OS I- 9 0 CL I L °2 e R� PHASE/SEQUENCE/PREEMPTION DIAGRAM q 1 06P O �3 -- --r3 -- - - --- ---- - ------ -------------------- --- -p--------*''--- Y ------------- 1 DETAIL 05 4 �x �6 _......... I ......... .............__ __..__._......_..... i _ _ _ r ...............................__....__....._..,..................._...........__.. _....._._.................... __.......................... _...... _.. E.. 2"C., WITH 4 4#10 (L 2#6 (5167 3 2 1 I v SCE VAULT W 0 z 1 I O F1 CLI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO mo T YEARS OF THE DATE OF APPROVAL SHOWN HEREON ��Nmm AND CARRIED FORTH IN A DILIGENT MANNER, THE dD C7jmk1 A DIAL TWO WORKING CITY ENGINEER MAY REQUIRE REVISIONS TO THE BEFORE DAYS BEFORE PLANS TO BRING THEM INTO CONFORMANCE WITH YOU D16 rou D [ G TOLL FREE 1-600-22-7-2600 STANDARDS IN EFFECT. A PMIC SERVICE BY UNDERGROUND SERVICE ALERT 10 3 002 t 02 4 I I � DETAIN 0, L�' DEL ETED REVISION DESCRIPTION .1 -0- s s - �t n cam—+ z nJ D_ 0 z V z _0 %V LL IL 1L- i .� r 0 F- i 1 r f GB ce _._. _.... -- _ ._.__.. _ ._..._._...-._.._......_.._ ... y_ ._ ......._.._..._....__...................._..............._...>.._........ ......................... ................................... ._ --- _._... __...._. .__.._ -....._._...-........._..........._......... 0000- 02P.v. _.._._...__......._.fLu e -/';' Ate' N R/II 1-11-65 RAILROAD PREEMPTION SEQUENCE E VE z -� INTERVAL I - INITIAL INTERVAL IF THE SIGNAL 15 SERVING PHASES 2 d 5 THE SIGNAL REMAINS GREEN, ALL OTHER PHASES SHALL GO YELLOW FOLLOWED BY RED. ALL PEDESTRIAN PHASES SHALL BE INHIBITED DURING INTERVALS 1 d 2. O INTERVAL 2 - TRACK CLEARANCE \ PHASES 2 d 5 REMAIN OR BECOME GREEN, TIME A TRACK CLEARANCE GREEN, THEN GO YELLOW FOLLOWED BY RED. Lu INTERVAL 3 RR DWELL - LIMITED SERVICE > THE SIGNAL CYCLES THROUGH PHASES 3 OR 4 BASED ON TRAFFIC DEMAND. ALL OTHER PHASES REMAIN RED. X INTERVAL 4 - END PREEMPTION THE RR PREEMPT SIGNAL 15 TERMINATED AND THE TRANSITION TO NORMAL OPERATION TAKES PLACE DURING THIS INTERVAL. THE SIGNAL RE5UME5 NORMAL OPERATION IN PHASES 1 d b WITH A GALL ON PHASE 2. v CONSTRUCTION NOTES 0- ❑E INSTALL "CITY PROVIDED" TYPE 010 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) COMPLETE z WITH TYPE "R" CABINET, AUTOSCOPE DETECTION, AND AUXILIARY EQUIPMENT REQUIRED TO PROVIDE THE INTENDED OPERATION (SEE SPECIAL PROV1510N5). CONTROLLER CABINET AND 7 FOUNDATION TO BE INSTALLED PER CITY STANDARD DETAIL 4004. ❑2 INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS). aINSTALL MODEL 111 UNI -DIRECTIONAL, SINGLE CHANNEL OPTIGOM DETECTOR PER DETAIL o "C", THI5 SHEET, AND A5 DIRECTED BY THE ENGINEER (SEE SPECIAL PROV1510NS). N ❑INSTALL "CITY PROVIDED" IMAGE SENSOR UNIT PER CITY STANDARD DETAIL 133 AND AS ,N. DIRECTED BY THE ENGINEER. Fil INSTALL R13-3 SIGN ON MAST ARM PER GALTRAN5 DETAIL U, PAGE E545T. ❑INSTALL 2" G. AND PULL ROPE FROM PROPOSED TRAFFIC SIGNAL CONTROLLER TO PROPOSED TELEPHONE SERVICE FEED POINT (EX. TELCO SERVICE ENCLOSURE). �a/ INSTALL CANTILEVER MOUNTED STREET NAME SIGN AND MAST ARM (SEE SPECIAL PROVISIONS). 2INSTALL --=,1_MLE Px9 PVG OOlJrf�INr,--AND 'i(Pr H Srr?dlrr RISER, •41 „I PULLROPE PER SQE 20 10 0 20 40 60 Q GONSTRUGT MODIFIED 4" THICK P.G.G. CONTROLLER ACCESS PAD A5 SHOWN. c 3 IO INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULLROPE PER SCE. F, O� SER1/IGE ADDRESS: c CN v. 2 PLANS PREPA1;E0 BY= CITY 0 F . FONTANA, CALIFORNIA CIS pp I tX �oQaoF a,l TRAFFIC SIGNAL AND LICGHTING PLAN �Q �y WSERVINCY PUBLIC A6ENGIE9 y 1$141 CROSSROADS PARKWAY NORTH DRAWN BY: SCALE: No. 45729 WITE 405 INDUSTRY, GA gIT4b-'S4gi 51 JUN I PER AVENUE I"= 20' d Exp. 12-31-06 0562) q05-6200 * * DESIGNED BY: D DATE: r sf CIV1� �� UNVER THE SUPERV ION 51/AL/VM O Y q/15I2003 v, 9rF OF CAI�E�� CHECKED BY: AP V BY: DRAWING NO.: 4 c 9' 5 DATE: -�6 _03 DATE I ENGR. CITY DATE Norbert L. Olvesfr4l, .Ir. RGQ 4D-72 Date VM NGINEER 4 I