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HomeMy WebLinkAbout2508-19.tifPOLE SCHEDULENOTES I POLE ARMS LUMINAIRE PED PUSH SIGNAL MOUNTING S.N.S. PLACEMENT 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF 9. CONTRACTOR SHALL BAG ALL CONFLICTING SIGNS. CONTRACTOR SHALL BUTTONI CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD REMOVE CONFLICTING MARKINGS AND STRIPING BY WET SAND BLASTING OR NO. TYPE HT. SIG. LUM. H.P.S. V. TYPE UA MAST POLE PED. LEGEND A __T_B I I ( PLANS (DATED JULY 1992). AS DIRECTED BY THE CITY TRAFFIC ENGINEER. l J } O1 29-5-80(R) 30' 55'(R) 15'(R) 250W(R) B(R) 8 N 3 MAS(R) SV-1-T(R) SP-1-CS(R) Jurupa Ave(R) 11, 4' ( 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR O2 1-A(R) 10' - - - B(R) 6 E - TV-2-T(R) SP-1-CS(R) - 12' 4 17( AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG SPECIFICATIONS FOR THIS PROJECT. FUTURE CURB FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND O3 29-5-80 30' 55'(N) 15' 250W B 6 E 2 MAS(R) SV- 1-T SP -1 -CS Sierra Ave(R) 1 1 ' 2.5' SERVICE ALERT AT 800/422-4133, TWO (2) WORKING DAYS BEFORE 11. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY 1-A 10 - - B 4 S TV -2-T SP -1 -CS 1 1 2.5 DIGGING. OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. O4 - - - 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID 12. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE O5 29-5-80 30' 65' 15' 250W B 4 S 2MAS, 1 MAT SV- 1-T SP -1 -CS Jurupa Ave 11, 2.5' l j I METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY }- SPECIAL PROVISIONS. BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR O6 1-A 10' - - - B 2 W - TV -2-T SP -1 -CS - 12' 2.5' - I SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND CONSTRUCTION AND MAINTENANCE WORK ZONES, CALTRANS STANDARD O7 6A -4-80(N 35' 45'(N) 15'(R) 250W(R) B(R) 2 W 2 MAS(R) SV-1-T(R) SP-1-CS(R) Sierra Ave(R) 1 1' 4' I SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION IN ADVANCE OF NEED. OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND O8 1-A(R) 10' - - - B(R) 8 N - TV-2-T(R) SP-1-CS(R) - 10' 4' 1 1 12' 11' 3 VAR ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY TRAFFIC I w i �`' VAR ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL 13. REMOVAL OF ALL EQUIPMENT AND TRAFFIC CONTROL SHALL BE COORDINATED 00 � ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED PLACEMENT. WITH THE CITY OF FONTANA TRAFFIC SECTION. TWO (2) WORKING DAYS (R) RELOCATED EQUIPMENT T.C. z 5 50 12 WRITTEN NOTICE IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. (N) NEW EQUIPMENT 0 �� W i 6. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, A -A > SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE 14. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL Q ( SATISFACTION OF THE ENGINEER. SIGNING, STRIPING AND TRAFFIC CONTROL TO THEIR ORIGINAL CONDITION, o PLAN REQUIREMENTS OR THE SATISFACTION OF THE ENGINEER. 7. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM Q RELOCATE ( SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 15. EXISTING SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION AT ALL TIMES 0 20 30 40R73-3 EE: EXCEPT FOR SHUT DOWN PERIODS AS APPROVED BY THE ENGINEER. -' 8. CONTRACTOR SHALL SALVAGE OLD CONTROLLER AND INTERNAL TEMPORARY OVERHEAD AND CABINET WIRING MAY BE REQUIRED AT THE aj BCR CR -35' ; ; COMPONENTS, POLES AND ARMS PER PROJECT SPECIFICATIONS, CONTRACTORS EXPENSE TO MAINTAIN EXISTING SIGNAL AND LIGHTING SYSTEM o NOTE: - �8 r- r I 7 SECTION E. DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. SCALE: 1" = 20' IAB 20' SHALL BE 4 O ,,, � UNLESS OTHERWISE NOTED. #6 _ - I 2 #6 SIERRA CONDUCTOR SCHEDULE AWG CIRCUIT CONDUIT RUN QQQQQ�QQQ I � I 04 U-) I 10 01 3 3 3 3 3 3 3 3 3 3 ` 02 - - - - - 3 3 3 3 3 03 - - - - - - 3 3 3 - O 04 - - 3 3 3 3 3 - - - 05 - - - 3 3 3 3 - - - 06 3 3 3 3 3 3 3 - - - 07 - 3 3 3 3 3 3 - - - 0$ - 3 3 3 3 3 3 3 3 - 02P - - - - - 2 2 2 2 2 04P - - 2 2 2 2 2 - - - #14 06P 2 2 2 2 2 2 2 - - - 08P - 2 2 2 2 2 2 2 1 2 02 PPB - - - - - - 1 1 1 - 04 PPB - - - 1 1 1 1 - - - 06 PPB - 1 1 1 1 1 1 - - - 08 PPB 1 1 1 1 1 1 1 1 1 1 PPB COMMON 1 1 1 1 1 1 1 1 1 1 SPARES 3 3 3 3 3 3 3 3 3 3 TOTAL 13 22 27 31 31 36 40 22 22 13 SIG. COMMON 1 1 2 2 2 3 3 1 1 1 #10 LUMINAIRE 2 2 2 2 2 1 2 - - 2 - TOTAL 3 3 4 4 4 5 3 1 3 1 VIDEO POWER CABLE 1 1 2 2 2 3 3 1 1 - AUTOSCOPE CABLE 1 1 2 2 2 3 3 1 1 - OPTICOM CABLE 1 1 2 2 2 3 3 1 1 1 CONDUIT SIZE N in M in M in M in M ire M M CV ALL CONDUCTORS ARE NEW ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED (N) = NEW CONSTRUCTION NOTES E-11INSTALL CITY FURNISHED TYPE 90 CONTROLLER ASSEMBLY, AUTOSCOPE DETECTION AND APPURTENANT EQUIPMENT IN EXISTING TYPE "P" CABINET. THE EXISTING TYPE "P" CABINET SHALL, BE MODIFIED BY ITS MANUFACTURER TO ACCOMMODATE ALL NECESSARY EQUIPMENT. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN. ALL CITY FURNISHED EQUIPMENT AND MODIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE. SEE SPECIAL PROVISIONS. 2] EXISTING TYPE III -CF SERVICE EQUIPMENT ENCLOSURE TO REMAIN. F31 RELOCATE EXISTING TYPE 1A STANDARD AND SIGNAL EQUIPMENT COMPLETE TO NEW LOCATION. REMOVE EXISTING FOUNDATION. ® REMOVE AND SALVAGE EXISTING TYPE 24-4-80 STANDARD AND SIGNAL MAST ARM. RELOCATE SIGNAL EQUIPMENT COMPLETE AND STREET NAME SIGN TO NEW STANDARD AS SHOWN ON THE POLE SCHEDULE. REMOVE EXISTING FOUNDATION. F5 REMOVE AND SALVAGE EXISTING 50' MAST ARM. RELOCATE 2 VEHICLE HEADS AND STREET NAME SIGN TO NEW MAST ARM AS SHOWN ON THE POLE SCHEDULE. REMOVE EXISTING FOUNDATION. © RELOCATE EXISTING TYPE 29-5-80 STANDARD AND SIGNAL EQUIPMENT COMPLETE TO NEW LOCATION. REMOVE EXISTING FOUNDATION. F-71INSTALL AUTOSCOPE DETECTOR CAMERA AS DIRECTED BY THE ENGINEER AND PER CIN OF FONTANA STANDARD N0. 133. ❑8 REPLACE EXISTING GREEN AND YELLOW ARROW SECTIONS WITH CIRCULAR SECTIONS. ❑9 INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (OPTICOM MODEL M 511). SEE SPECIAL PROVISIONS. 711 42' ESS, . Cl U -i N0.0048 21 EXjJ, �% r 24' h /2 "C, NDUCTORS'� 59' AVENUE X,,-- R/W - i EX. 2"C, 2#10 FUTURE CURB EX. TEL. PB EX. 2"C, 2#6, 1 #8 EX. EDISON PB N---- R/W EXISTING SIGNAL PHASE DIAGRAM I 1 2 3 4 06 I � I 04 U-) I � I I I y l J b I COUNTY OF SAN BERNARDINO ` ��♦�'--���- -�_-{'---�`�--J --- - - - - CITY OF -FON-TANS---- - `� -3 #6 5 I 7 (0 r - I O T_ #6 O b2P / /b\ CR=35' EX. 2"C, 2#10 FUTURE CURB EX. TEL. PB EX. 2"C, 2#6, 1 #8 EX. EDISON PB N---- R/W EXISTING SIGNAL PHASE DIAGRAM I 1 2 3 4 Q o---0 b COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT "COUNTY JURISDICTION ONLY" CHIEF TRAFFIC DIVISION DATE k)aU IPL�l