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Home My WebLink About5710-1POLE AND EQUIPMENT SCHEDULE J STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. L.E.Q. RETRO REFLECTIVE STREET NAME SIGN (RSNS) COMMENTS SIGNAL LUMIN. I TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. 0 QUAD A B Luminore SEE DETAIL A Q 26 4 100 30 45 15 2 MAS SV 1 T SP 1 CS 4 1 20 41 111 W Santa Ana Ave F 19 Q 1—A 10' — — — TV— 1—T SP-1—CS 6 2 21 4' — — — Q 26-4-100 30' 40' 15' 2—MAS SV-1—T SP-1_CS 5 2 9' 5' 111 W *Cypress Ave F=17' Q 1—A 10' — — — TV-1—T SP-1—CS 8 3 9' 4' — — — Q 26-4-100 30 40 15 2—MAS SV-1—T SP-1—CS 8 3 20 4 111 W *Santa Ana Ave F=17 1—A 10' — — — TV-1—T SP-1—CS 2 4 20' 4' — — — Q 26-4-100 30' 45' 15' 2—MAS SV-1—T SP-1—CS 2 4 20' 4' 111 W *Cypress Ave F=19' H 1—A _---- -- -- -- 10' — — — TV— 1—T SP-1—CS 4 1 20' 5' — — — ■EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. * STREET NAME SIGNS TO BE MOUNTED ON CONTRACTOR SUPPLIED SHAFT MOUNTED CANTILEVER SIGN ARM IN ACCORDANCE WITH CITY STD. 4005 TRAFFIC SIGNAL GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2015, THE REVISED CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2016, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES E) WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIES OR CONFLICTS PRIOR TO COMMENCING WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. BE B D CONDUIT S BE 3" R GID ET 1 �OOJ PUSH BUTTON LOCATION (TOP VIEW) PROPOSED PHASE DIAGRAM PROPOS 01 i 0 f CN 10 �04P i 85 06 � I 07 98 � 08PCL . S/W /-EX. C/G 10. ALL PULLBOXES SHALL No. AN HALL I M AL — OTHERWISE SHOWN. w - -RAU —� — — EX_ -.r= 7. ALL VEHICLE INDICATIONS SHALL BE 120 AND HAVE L•E.D. SIGNAL MODULES. ALL w PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN ! ! COUNTDOWN TIMERS PER SPECIAL PROVISIONS. _ 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT 2301 TO w _ �_ -+ LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. s- ,Lit,�$'� 1Q. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM d. SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. ! I 11. CONTRACTOR SHALL INSTALL CITY -SUPPLIED REINFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DESIGN STANDARD 4005. N 12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELATE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. _ 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF PROP. S/W RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUT4CAD FILES TO PROP. C/G C THE CITY ENGINEER. TO OLEANDER 2"C(2 DLC) EX. STREET LIGHT TO BE REMOVED BY SCE EX. S/1 EX. C/ Uj 0 2"C(2 DLC Uj U) U) 2"C(2 DLC) Lij ccEX. S/W- EX. C/G• 2 C(2-#10) 210C(2-#6)(1-#8 FOR SERVICE EMERGENCY VEHICLE TRAFFIC SIGNAL CONSTRUCTION NOTES: PRE-EMPTION DETECTOR Q1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING Q7 FURNISH AND INSTALL UNI-DIRECTIONAL SINGLE CHANNEL OPTICOM DETECTOR TYPE "R" CABINET, 100P DETECTION, AND APPURTENANT EQUIPMENT. CONTROLLER PER DETAIL 'A' THIS SHEEP AND AS DIRECTED BY THE ENGINEER. CARNET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4001. INSTALL 4' SLAB AROUND CONTROLLER CABINET, DIMENSIONS AS SHOWN. ❑8 FURNISH AND INSTALL SHAFT ARM MOUNTED REPRO REFLECTIVE STREET NAME CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC SIGN PER CITY OF FONTANA STANDARD PLAN N0. 4005. EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PROP. C/G - pUW, �9 FURNISH AND INSTALL P48 SPLICE VAULT. PROP. S/W - Q2 FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF 10 FURNISH AND INSTALL 2" PVC SCHEDULE 40 CONDUIT AND 12 STRAND SMFO FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL CABLE. O MAST ARM OR 4" SLAB AROUND SERVICE EQUIPMENT ENCLOSURE, DIMENSIONS AS MOWN. POLE SHAFT 11 FURNISH AND INSTALL SPLICE ENCLOSURE. FUSION SPLICE DESIGNATED FIBERS O ❑3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE FOR SERVICE FROM ACTIVE 96-STRAND SMFO CABLE TO 12 STRAND SMFO PER SPLICE CONNECTION. SERVICE POINT TO BE DETERMINED. CONTACT SOUTHERN CALIFORNIA SCHEDULE. COIL AN ADDITIONAL 25' OF 12 STRAND SMFO CABLE IN THE P48 EOISON PRIOR TO BEGINNING OF WORK (909-357-6116). PULLBOX. n4- FURNISH AND INSTALL SIGNAL MAST ARM MOUNTED SIGN PER CALTRANS 12 TERMINATE DESIGNATED FIBERS FROM 12 STRAND SMFO CABLE TO WALL STANDARD PLAN ES-7N, DETAIL U. INTERCONNECT UNIT LOCATED INSIDE SIGNAL CARNET. Q5 FURNISH AND INSTALL #5 PULLBOX. 13 COIL AN ADDITIONAL 50' OF 96 STRAND SMFO IN P48 PULLBOX. EMERGENCY VEHICLE PRE—EMPTION n5T FURNISH AND INSTALL #5T PULLBOX, TRAFFIC BEARING. �4 FURNISH AND INSTALL 3" we SCHEDULE 4o coNouR AND ss DETECTOR MOUNTING DETAIL STRAND SMFO CABLE WITH P48 BOXES SPIED AT 400-FOOT MAX. SPACING. N.T.S I n6E FURNISH AND INSTALL #6E PULLBOX. 15 FURNISH AND INSTALL CCTV CAMERA PER MANUFACTURERS SPEGFlCATIONS AND DETAIL W cm' DESIGN sralloaRo +oo7. 2-06 REV. REVISI(NV DES{�tIPTiO1+I DATE ENGR. CITY DATE � SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE SCALE: 1 " = 20' Know vuha#'s below. PLANS TO BRING THEM INTO CONFORMANCE WITH Call beforeyou dig. STANDARDS IN EFFECT. 10 0 10 20 30 90! o ,0,,o gif ESSIO�� `c No.69467 * Exp.6/30/18 s C/Vl�- Q �F CAQF4��\ 1 I EX. S/W W 1 I t /BERM FLOW LINE OR MM OF SHOULDER I i 1 Z ..0 1 B.G.R. - I I "B f / CIE: FOR *9 AND V DN OGI ONS, SEE POLE SCHEDULE OR AS DKCTED BY ENGNM (TYPICAL SIG+ & POLE PI.ACEtilENi', UNIMS SHOWN ON PLANS) 1 SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS 2"C(2 DLC) 2"C(2 DLC) PROP. C/G PROP. S/W CONDUCTOR SCHEDULE AWG SIZE i OR CABLE TYPE DLC (TYPE B) (- 05 DETECTORS I - I - I - � I - I- � 3- �_ 3 3 0 ETECTO 07 DETECTORS ,: DETECTORS , C%qP1%1ITm1ITqP M A ■IL AL%1l%t/0%. POLE E Prepared Under The Supervision Of : TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 265 Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com TWO JOSEPN WHI R.C.E. No. 69�67 _ -__- Ex . 2"C(2 DLC) /-2"C(2 DLC) w ca 00 w si `4 00 w ! I J LAJ - O Z O U w t� �-5* SAWCUT DETAIL — CONVENTIONAL LANE CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN DRAWN BY: SANTA ANA AVENUE SCALE: JW 1:20 DESIGNED BY: & DATE: �W - _ YP SS AVENUE 04/13/18 09 CHECKED BY: AP 0 � � .�j�. DRAWING NO.: - 30'18 TJW DATE: v I 5710 1 / CITY ENGINEER R.C.E. 51152 00 Q) ai Cn 0 Fu