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HomeMy WebLinkAbout3890-11a CONDUCTOR SCHEDULE AWG SIZE CABLE TYPE RUN NUMBER 04 SIGNAL MOUNTING 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86, 05 06 07 08 2. #14 28 CSC (Cl) 1 1 1 1 1 1 1 1 1 28 CSC C2 1 1 1 1 1 1 1 1 1 © 1-A (N) 7' FIBERGLASS LOCKING LIDS, AND BE LABELED "COMMUNICATIONS". - - 4. ENGINEER SHALL CONFIRM SERVICE POINT WITH SOUTHERN CALIFORNIA EDISON COMPANY (SCE) IN DESIGN PHASE. TP-1-T(R)6 8 TOTAL 2 2 2 2 2 2 2 2 2 #10 LUMINAIRE 2 2 2 2 2 2 2 2 - SIGNAL COMMON 1 1 1 1 1 1 1 1 - 5' ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE A MINIMUM RADII OF 10'. OE 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE - 15' L.E.D. PEDESTRIAN MODULES. - 11. TOTAL 3 3 3 3 3 3 3 3 - DLC 01 SPECIAL PROVISIONS. IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY ' 13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT 1 1 1 1 1 02 THE PARTIES THAT INTEND TO USE THEM. A 1-A (N) SHALL BE PER THE DETAIL ON THIS SHEET, AND SPECIAL PROVISIONS, SECTION E. 5 - - - 5 5 04 1(R) 21' 4' O 26A -4-161(N) 4 4 06 250 1 -MAS R SV-1-T(R) SP -1 -T -(R) 5 5 5 5 5 08 OI 4 4 4 15' 250 - 4 4 6 3(R) 21' 4' TOTAL 4 4 9 6 6 6 19 19 OPTICOM CABLE 1 1 2 2 1 1 1 4 4 TOTAL 1 1 2 2 2 2 CONDUIT SIZE .5,'{N 3"(N) 3'(N) 3'(N) 3-(N) 3" 3"(N) 2-3" 1 2 -3 - ALL CONDUIT SHALL BE EXISTING UNLESS OTHERWISE NOTED (N) = NEW. ALL CONDUCTORS SHALL BE NEW. CSC (CONDUCTOR SIGNAL CABLE) SIGNAL PHASE DIAGRAM 01 02 I 03 04 SIGNAL MOUNTING 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86, 05 06 07 08 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE M.A. VEH. D D r � 12" RED ARROW 12" YELLOW ARROW 12" GREEN ARROW NEW 3 -SECTION, ALL -ARROW SIGNAL HEAD D ETAI L A NOT TO SCALE 417L 417U LOOP PLACEMENT DETAIL FOOTHILL BOULEVARD EX 1.5" C, 1 SIC TO TAMARIND AVE FN__� INSTALL EXIST R/W EX 1.5" C, 1 DLC EX 1.5" C, 3DLC EX 1.5" C, EXIST R/W I I EX 1.5" C, 6DLC I I Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT 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 1-800 227-2600 N 6J2L 6J2L s I�J 3 �' II oN H 0 U 04 0 Y� i I LTJ I Z I W 14' > I Q I � LTJ I 0 Y Q I EXIST R/W 212L POLE SCHEDULE TRAFFIC SIGNAL GENERAL NOTES: SIGNAL M.A. LUMINAIRE SIGNAL MOUNTING 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86, POLE LOC. SNS A B F No. DATED JULY 1999, AND STANDARD PLANS, DATED JULY 2004. HEIGHT 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE M.A. VEH. EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF 0 ARROW OBSTRUCTIONS. TELEPHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE O 26A -4-161(N) 35' DIGGING. 15' 250 2-MAS(R) 3. ALL PULL BOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. ALL - - EXISTING FOUNDATION INTERCONNECT PULL BOXES SHALL BE TYPE P48, 48.5"X30.5"X30" DEEP (INSIDE) PRE -CAST CONCRETE, WITH © 1-A (N) 7' FIBERGLASS LOCKING LIDS, AND BE LABELED "COMMUNICATIONS". - - 4. ENGINEER SHALL CONFIRM SERVICE POINT WITH SOUTHERN CALIFORNIA EDISON COMPANY (SCE) IN DESIGN PHASE. TP-1-T(R)6 8 - .�EXISTING CITY SHALL MAKE APPLICATION FOR ELECTRIC SERVICE , AND SCHEDULING WITH SCE WELL IN ADVANCE OF NEED. FOUNDATION 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL SCALE. 1" = 20' - PLACEMENT. SEE ES -4C FOR POLE LOCATION DETAIL. - 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR SP-1-T(R) - TO COMMENCEMENT OF WORK. 0 20 40 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED BY THE O 24A -4-161(N) CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 35' 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF 1 -MAS N 1 -MAS R SV-1-T(R) NECESSARY. 8 9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN 5' 5' ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE A MINIMUM RADII OF 10'. OE 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE - 15' L.E.D. PEDESTRIAN MODULES. - 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. RECORD DRAWING 7(R) THE INFORMATION ON THIS DRAWING IS OBTAINED 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNALS AND FROM OTHERS AND MUST BE VERIFIED PRIOR TO 29A -4-161(N) LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED, OR LISTED AS CITY PROVIDED IN THE USE OR CONSTRUCTION. THE CITY OF FONTANA, 15' SPECIAL PROVISIONS. IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY ' 13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND �- WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. FACILITIES CAN BE READILY SEEN AND VERIFIED BY 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS THE PARTIES THAT INTEND TO USE THEM. A 1-A (N) SHALL BE PER THE DETAIL ON THIS SHEET, AND SPECIAL PROVISIONS, SECTION E. - Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT 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 1-800 227-2600 N 6J2L 6J2L s I�J 3 �' II oN H 0 U 04 0 Y� i I LTJ I Z I W 14' > I Q I � LTJ I 0 Y Q I EXIST R/W 212L POLE SCHEDULE POLE DATA SIGNAL M.A. LUMINAIRE SIGNAL MOUNTING PED. PUSH BUTTON POLE LOC. SNS A B F No. TYPE HEIGHT M.A. HPS M.A. VEH. PED. 0 ARROW QUAD. O 26A -4-161(N) 35' 40' 15' 250 2-MAS(R) SV- 1-T (R) - - - EXISTING FOUNDATION 18' ALDER AVE (R) © 1-A (N) 7' - - - - TP-1-T(R)6 8 - .�EXISTING 5(R 3(R) FOUNDATION © 1-A (N) 10' - - - - TV-1-T(R) SP-1-T(R) - - - EXISTING FOUNDATION O 24A -4-161(N) 35' 35' 15' 250 1 -MAS N 1 -MAS R SV-1-T(R) SP-1-T(R) 8 �- 5(R) 5' 5' 18' FOOTHILL BLVD (R) OE TYPE 30(N) 35' - 15' 250 - SV-2-T(N) SP-1-T(R) 2 7(R) 7' 3' OF 29A -4-161(N) 35' 55' 15' 250 2-MAS(R) 1-MAS(N SV-1-T(R) SP-1-T(R) 2 �- 7(R) 21' 6' 20' ALDER AVE (R) © 1-A (N) 10' - - - - TV-2-T(N) SP -1 -T (R) 4 1(R) 21' 4' O 26A -4-161(N) 35' 40' 15' 250 1 -MAS R SV-1-T(R) SP -1 -T -(R) 4 �~ 1(R) 23' 4' 18' FOOTHILL BLVD (R) OI TYPE 30(N) 35' - 15' 250 - SV-2-T(R) SP -1 -T (R) 6 3(R) 21' 4' ALL EQUIPMENT SHALL BE EXISTING UNLESS OTHERWISE NOTED: (R)=RELOCATE (N)=NEW EXIST R/W FOOTHILL BOULEVARD EX 1.5" C. 4 -DLC EXIST R/W EX 1.5" C, 3 -DLC EX 1.5" C, 2 -DLC 8J7L'04 X 1.5" C, 1 SIC; I In 8J7U 8J8L I N EXIST R/W I DETAIL "A" I _--- OPTICAL DETECTOR SPECIAL _ O '�ISET SCREWS DRILL do TAP 5/8" HOLE IN MAST ARM MAST ARM STRAP/CLAMP EVP DETECTOR MOUNTING DETAIL "B". I I NOTE: CITY TO FURNISH NEW DECORATIVE POLES LUMINAIRES AND LLMNAIRE MAST ARMS, FOR ALL FOUR CORNERS. EXIST R/W INSTALL 1.5" C., 3 -DLC ALL 1.5" C., 2 -DLC 285' TO BACK OF CROSSWALK .EX 1.5" C, 1 SIC TO LOCUST AVE 8J6U m 5 8J6L PUSH BUTTON LOCATION "B" M B J U ! A it 0 zo BCR t5 W Q SIGNAL STANDARD PL NOTE.. FOR W AND W DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY THE ENGINEER. :HENT DETAIL PER CALTRANS STD PLAN ES -4C STD TRENCH REPAIR DETAIL No. 1031 CONSTRUCTION NOTES: F1 EXISTING TYPE 90 CONTROLLER IN 332 CABINET, CONTRACTOR TO REPLACE WITH CITY SUPPLIED TYPE "0" CABINET AND RELOCATE EXISTING CONTROLLER TO NEW CABINET PER MANUFACTURERS SPECIFICATIONS 20 EXISTING TYPE III -CF SERVICE ENCLOSURE, CONTRACTOR TO REPLACE WITH TYPE III -BF SERVICE PEDESTAL. E3 EXISTING 3" PVC SERVICE CONDUIT. CONTRACTOR SHALL PROTECT IN PLACE. E4 REMOVE AND SALVAGE EXISTING POLE TO CITY YARD, REMOVE FOUNDATION COMPLETELY, BACKFILL TO 95% COMPACTION. 50 FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD PLAN ES -7N, DETAIL U. © RELOCATE EXISTING UNIDIRECTIONAL SINGLE CHANNEL OPTICOM DETECTOR MODEL 711 OR APPROVED EQUAL PER DETAIL "B" INSTALLATION MUST BE PER MANUFACTURERES SPECIFICATIONS AND AS DIRRECTED BY THE CITY TRAFFIC ENGINEER. F7 INSTALL NEW POLES AS INDICATED ON EXISTING FOUNDATIONS.