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Home My WebLink About5598-1POLE AND EQUIPMENT SCHEDULE L -.STANDARD MASTARMS LUMINAIRE PPB VEH SIGNAL MOUNTING R.S.N.S. PLACEMENT 4 Va � TYPE HT. SMA LMA H.P.S. V. TYPE PHASE QUAD MAST ARM POLE PED. _ A B REMARKS Q 27-3-100(E) 17 451(N) - - - - - 2 -MAS (RL) SV -1-T (E) SP -1 -T (E) Mango Ave 8000 (RL) 4' 4' Qt F=15' 80 Type 15 TS 30' - 15' 250 W - 6 S - SV -2-T SP -1-T - 5.6' 4' of 0cl 16-2-80 17' 20' - - - - S MAS -413 SV -1-T SP -1-T Foothill Blvd 17100 - 2' Do 1-A 10' - - - B - W - TV -2-T SP -1-T - - 3' -/- 0E. 29-5-80 30' 45' 12' 200 W B - W 2 -MAS SV -1-T SP -1-T Mango Ave 8100 - 3' OF 1-A 10' - - - B - N - TV -2-T SP -1-T - - 2.5 Go 1 19-2-80 30' 25' 12' 200 V"J B - N MAS -46 SV -1-T SP -1-T Foothill Blvd 17000 - 2' , OH Type 15 TS 30' - 15' 250 W B 4 E - SV -2-T SP -1-T - 8' 5' PPB POST 139-101m- - - B 4 E - - - - g' 4' —ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. A (N)—NEW; (R)—REMOVE AND SALVAGE; (RL)—RELOCATE; (E)—EXISTING * STRAIGHT ARM ** SPECIAL ORDER LUMINAIRE ARM a. C - 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, DATED 2015, THE REVISED CALTRANS STANDARD PLANS, DATED 2016, THE REVISED CALTRANS STANDARD 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 WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIESz—: OR CONFLICTS PRIOR TO COMMENCING WORK. - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. HI 6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE .3" RIGID METAL UNLESS OTHERWISE SHOWN. 7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS o PER SPECIAL PROVISIONS. ca 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 LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. 11. CONTRACTOR SHALL INSTALL CITY—SUPPLIED REINFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DEESIGN STANDARD 4005. 12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND ALL DAMAGED LANDSCAPING IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION M 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 RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. TRAFFIC SIGNAL CONSTRUCTION NOTES: Fil REMOVE AND SALVAGE EXISTING 40' MAST ARM. FURNISH AND INSTALL 45' SIGNAL MAST ARM. RELOCATE EXISTING SIGNAL HEADS, RSNS AND OPTiCOM RECEIVER TO NEW MAST ARM. F2] FURNISH AND INSTALL NEW CONDUCTORS IN NEW 45' MAST ARM FOR POLE A. �3 FURNISH AND INSTALL NEW EVP MOUNT ON MAST ARM. FURNISH AND INSTALL M138 OPIICOM CABLE RUNNING FROM CABINET THROUGH RUNS 7, S, AND 9 TO OPTICOM RECEIVER. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT F� Y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG JOB #: 101-55 REV. REVISION DESCRIPTION TYPE TRAFFIC I. V/ FOOTHILL STOP BAR OR LEADING—/ EDGE OF CROSSWALK - — — — -- - — -- --- - - -- — - - - - — - — - DATE I ENGR.I CITY I DATE NOT TO SCALE f" M ry M RF 4 yy c� W No.69984 Exp.9-30-18 9C►V1�- C" 01 EX. 1 1/2-C, 1 DLC TKE ENGINEERING, INC. == - 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 ERING FAX (951) 680-0490 TERRY RENNER R.C.E. No. 69984 EXPIRES: 9-30-18 cine A i onl r BRACKET J II'LL 1 1\r11rIL SI GN MANGO AVENUE Q A ==-rV r% A Qi = n= -A ii NOTES: O Y8—INCH CRIMP FITTING. KEEP TTING AS CLOSE FITTING MAST ARM /BRACKET AS POSSIBLE. PROVIDE 2—INCH OF SLACK BETWEEN CRIMP FITTINGS. 02 1/8—INCH STAINLESS STEEL CABLE. �u MANGO AVENUE STREET IMPROVEMENTS FOOTHILL BOULEVARD SIERRA AVENUE TO MANGO AVENUE ry , , /n„n n n 1 n BUS STOP 19582E I BOULEVARD CURB BERM FLOW LINE OR EDGE OF SHOULDER "A" CONDUCTOR TABLE )T I - ate sea F rCF L2\ L3\ /A\] /5L7\6L8\ 4 Va � �Lu 02 Lg\ m POLE 606P IT: I �u MANGO AVENUE STREET IMPROVEMENTS FOOTHILL BOULEVARD SIERRA AVENUE TO MANGO AVENUE ry , , /n„n n n 1 n BUS STOP 19582E I BOULEVARD CURB BERM FLOW LINE OR EDGE OF SHOULDER "A" CONDUCTOR TABLE AWG. CIRCUIT OR POLE RUNS Li L2\ L3\ 4 /5L7\6L8\ 01 02 Lg\ m POLE 606P 6 � NOT � 08P r USED USED 05 f?J 6 07 0 8 � POLE of POLE Z POLE -/- 0 j� POLE -/- N POLE POLE oPOLE � POLE Qi TOTAL 1/1 2/2 3/3 4/4 5/5 5/5 8/8 2/2 1/1 #10 LUMINAIRE 2 2 2 2 2 2 7 - - I 01 DETECTOR - - - - 2 2 2 - 02 DETECTOR DETECTOR 4 4 4 4 4 4 4 - - Q13 DETECTOR - - - - - - - - - 914 DETECTOR - - - - - - - 4 - U 05 DETECTOR 2 2 2 2 2 2 2 D 9f6 DETECTOR - - - - - 3 3 - - 9f7 DETECTOR - - - - - - - - - 08 DETECTOR - - 5 5 5 5 5 - - TOTAL 6 6 11 11 13 16 16 4 - OPTICOM CABLE - 1 1 2 2 1 2 1 4 1 2 1 *CONDUIT SIZE 3" 3" 3" 3" 3" 3" 4" 1 3" 1 3" 10b 0 20 PHASE DIAGRAM 1 01 2 —� o - -v 3 NOT USED 4 �4P� I� Q12P 01 02 03 04 5 606P 6 � NOT � 08P r USED USED 05 f?J 6 07 0 8 r MAST—ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR GRAPHIC SCALE 0 10 20 40 no] SIGNAL STANDARD PLACEMENT DIMENSIONS NOT TO SCALE (IN FEET) 1 INCH = 20 FEET SERVICE ADDRESS: 17`101 FOOTHILL BOULEVARD SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE TRAFFIC SIGNAL MODIFICATION PLAN WITHIN TWO YEARS OF THE DATE OF EAW APPROVAL SHOWN HEREON AND CARRIED Dmvm BY: CAB FOOTHILL BOULEVARD SHOWN FORTH IN A DILIGENT MANNER, THE CITY AND MAN 0 AVENUE ENGINEER MAY REQUIRE REVISIONS TO DESIGNED BY: THE PLANS TO BRING THEM INTO R , Y 2017 CONFORMANCE WITH CONDITIONS AND CffCKED BY 1AM0"e : DATE: NO.: 1 STANDARDS IN EFFECT. ? • TMR 8 1 QV ENG E R.C.E. No. 51152