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HomeMy WebLinkAbout3378-3NOTE ALL CONDUITS TO BE REUSED ARE AS NOTED (E). ALL CONDUCTORS SHALL BE NEW EXCCPT DLC'S NOTED WITH AN *. CONDUIT SIZE IN METRIC ARE THEIR EQUIVALANTS DESIGNATIONS, NOT ACTUAL MEASUREMENTS. NEW A.C. TACK COAT ALL EDGES 0 v EXISTING .10' MIN, AC SURFACING -----2-SACK SLURRY BACKFILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) RIGID METAL CONDUIT (INSTALLED WITH 18" MIN. COVER) TRENCH REPAIR DETAIL N.T.S. TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 1-800-227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE #53(2") RIGID METAL EXCEPT WHERE NOTED OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING TRAFFIC SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIAL PROVISIONS. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 9. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 10. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 11. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUITS ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER DETAIL THIS SHEET, AND SPECIAL PROVISIONS, SECTION E. 12. ALL SALVAGED TRAFFIC SIGNAL POLES AND HARDWARE ARE TO BE DELIVERED THE CITY MAINTENANCE YARD IN A REUSABLE CONDITION. 13. ALL CONDUITS, PULLBOXES, AND LOOP DETECTORS NOT SHOWN TO BE REUSED SHALL BE ABANDONED. EX. 41 mm(1.5")C, 1 DLC EX. 41 mm(1.5")C, 1 DLC -i, EX. 41 mm(1.5")C, 2 DLC I , EX. 41 mm(1.5")C, 2 DLC -; ---� 13' I EX. 91 mm(3.5")C, 3 DLC ,i j { ---- --- r1�� VARIES r „� �-06 1 1 i 1 I Nc.� 'lil DIAGRAM CONDUCTOR - H TABLE L E PHASE 2 S C H E D U L E CIRCUIT OR PHASE 5 RUNS L PHASE 8 STANDARD 1 2 3 4 5 6 7 8 9 0 11 2 AWG. POLE CC POLE OA HT. SIG. LUM. H.P.S.V. l-1 1-1 1-1 1-1 1-1 PHASE POLE OB A B REMARKS A 1-1 1-1 1-1 1-1 4.6m/15' POLE B 6 E 3 MAS, SV -1-T SP -1 -CS 8 Sierra Ave E w J B 1-A 10 - - - B a POLE SP -1 -CS 6 - E E C U N 10.7m135 N 19.8m/65 N 4.6m 15 N 250 W N 8 8 S N 3 MAS, SV -1-T N SP -1 o POLE OE RL Slover Ave 16.8 2.5 F =6.71m 22 1-1 1-1 1-1 1-A 3.05m/10' - - = MB 2 W N TV -2-T N SP -1 -CS 8 - 11.5 4 04 POLE FO 1-1 1-1 1-1 1-1 250 W B 2 W 3 MAS, SV -1-T SP -1 -CS POLE OG 1-1 1-1 1-1 1-1 1-1 1-1 F 1-A O - - - B 4 N TV -1-T SP -1 -CS 2 M POLE E G 29-5-80 30 50 4.6m 15 250 W B 4 N 3 MAS, SV -1-T SP -1 -CS 6 Slover Ave E E TOTAL 1-1 2-2 2-2 3-3 4-4 4-4 4-4 4-4 4-4 3-3 2-2 1-1 10 1 LUMINAIRE 2 1 2 1 2 1 2 1 2 1 1 - 1 2 1 2 1 2 1 2 01 3 3 3 3 TYPE 31Cps 02 5 5 5 5 03 3 DLC 04 4 4 4 4 4 4 4 05 3 3 3 3 3 06 4 4 4 4 07 3 3 3 3 3 3 3 08 3 TOTAL 7 7 10 15 15 15 15 13 7 7 7 OPTICOM CABLE 1 1 I 1 2 1 2 1 2 1 2 1 2 1 2 1 1 1 CONDUIT SIZE INCH 312'£ 312'£ 312'£ 312'£ 4' 4" 4" E 4" E 4' f' 3" 2' E I I I 1103mnilojmni103m 103m 76mm mm NOTE ALL CONDUITS TO BE REUSED ARE AS NOTED (E). ALL CONDUCTORS SHALL BE NEW EXCCPT DLC'S NOTED WITH AN *. CONDUIT SIZE IN METRIC ARE THEIR EQUIVALANTS DESIGNATIONS, NOT ACTUAL MEASUREMENTS. NEW A.C. TACK COAT ALL EDGES 0 v EXISTING .10' MIN, AC SURFACING -----2-SACK SLURRY BACKFILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) RIGID METAL CONDUIT (INSTALLED WITH 18" MIN. COVER) TRENCH REPAIR DETAIL N.T.S. TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 1-800-227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE #53(2") RIGID METAL EXCEPT WHERE NOTED OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING TRAFFIC SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIAL PROVISIONS. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 9. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 10. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 11. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUITS ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER DETAIL THIS SHEET, AND SPECIAL PROVISIONS, SECTION E. 12. ALL SALVAGED TRAFFIC SIGNAL POLES AND HARDWARE ARE TO BE DELIVERED THE CITY MAINTENANCE YARD IN A REUSABLE CONDITION. 13. ALL CONDUITS, PULLBOXES, AND LOOP DETECTORS NOT SHOWN TO BE REUSED SHALL BE ABANDONED. EX. 41 mm(1.5")C, 1 DLC EX. 41 mm(1.5")C, 1 DLC -i, EX. 41 mm(1.5")C, 2 DLC I , EX. 41 mm(1.5")C, 2 DLC -; ---� 13' I EX. 91 mm(3.5")C, 3 DLC ,i j { ---- --- r1�� VARIES r „� �-06 1 1 i 1 I Nc.� 'lil NOTE: MEASUREMENTS ARE METRIC/ENGLISH INSTALL RELOCATED STREET NAME SIGN AND HARDWARE ON CITY -FURNISHED SHAFT -MOUNTED CANTILEVER ARM. NEW POLES AND HARDWARE TO BE ARE MARKED (N). LO �n E E E BARRIER -U �U SC ____------ AVENUE �/ETAI L "A" ' JCFJ PROTECT IN PLACE -/,PROTECT IN PLACE jiEX. 4"C, 4 DLC n I- If1 !SIGNAL CAd vl 5"}C, DLC* y TEL CAB SERVICE CAB ; Y 4------- Lj --- 1-WO8 f EX. 53mm(2") C. 2 #6* SERVICE EX. 78mm(3") C. PVC SERVICE �EX. 41 mm(1.5")C, 2 DLC* SEX. 41 mm(1.5")C, 1 DLC AB 1----- EX. 78mm(3") C. PVC SERVICE NOTE: CONDUCTORS TO BE PROTECTED L IN PLACE ARE INDICATED BY * X. 4� njm(1.5")P, 1 DLC* ! PHASE DIAGRAM r(_OL - H P 0 L E PHASE 2 S C H E D U L E PHASE 5 PHASE 6 L PHASE 8 STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING PED. S.N.S. PLACEMENT CC TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. PHASE MESSAGE A B REMARKS A 29-5-80 30 50' 4.6m/15' 250 W B 6 E 3 MAS, SV -1-T SP -1 -CS 8 Sierra Ave E E B 1-A 10 - - - B 8 S TV -1 -T SP -1 -CS 6 - E E C N 61A-5-129(80) N 10.7m135 N 19.8m/65 N 4.6m 15 N 250 W N 8 8 S N 3 MAS, SV -1-T N SP -1 -CS 2 RL Slover Ave 16.8 2.5 F =6.71m 22 D N 1-A 3.05m/10' - - = MB 2 W N TV -2-T N SP -1 -CS 8 - 11.5 4 E 29-5-80 30 50' 15 250 W B 2 W 3 MAS, SV -1-T SP -1 -CS 4 Sierra Ave E E F 1-A 10 - - - B 4 N TV -1-T SP -1 -CS 2 - E E G 29-5-80 30 50 4.6m 15 250 W B 4 N 3 MAS, SV -1-T SP -1 -CS 6 Slover Ave E E H 1-A 10 - - - 8 6 E TV -1-T SP -1 -CS 4 - E E NOTE: MEASUREMENTS ARE METRIC/ENGLISH INSTALL RELOCATED STREET NAME SIGN AND HARDWARE ON CITY -FURNISHED SHAFT -MOUNTED CANTILEVER ARM. NEW POLES AND HARDWARE TO BE ARE MARKED (N). LO �n E E E BARRIER -U �U SC ____------ AVENUE �/ETAI L "A" ' JCFJ PROTECT IN PLACE -/,PROTECT IN PLACE jiEX. 4"C, 4 DLC n I- If1 !SIGNAL CAd vl 5"}C, DLC* y TEL CAB SERVICE CAB ; Y 4------- Lj --- 1-WO8 f EX. 53mm(2") C. 2 #6* SERVICE EX. 78mm(3") C. PVC SERVICE �EX. 41 mm(1.5")C, 2 DLC* SEX. 41 mm(1.5")C, 1 DLC AB 1----- EX. 78mm(3") C. PVC SERVICE NOTE: CONDUCTORS TO BE PROTECTED L IN PLACE ARE INDICATED BY * X. 4� njm(1.5")P, 1 DLC* ! PHASE DIAGRAM r(_OL - H PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 u MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR R Y G YA GA DETAIL " A" a1 EXISTING TWO TYPE 90 CONTROLLERS IN A TYPE "R" CABINET, MODIFY ONE CONTROLLER TO PROVIDE OPERATION SHOWN ON PLAN. 21 RELOCATE EXISTING R73-6 SIGN FROM EXISTING MAST ARM TO NEW MAST ARM AS SHOWN. a INSTALL CITY FURNISHED UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL M 711 OR EQUAL) PER CITY STANDARD NO. 138. ® REMOVE AND SALVAGE EXISTING 3 -SECTION HEAD AND MOUNTING. REPLACE WITH NEW 5 -SECTION HEAD PER DETAIL "A" THIS SHEET, AND SPECIAL PROVISIONS. ❑5 REMOVE DEBRIS AND RE -GROUT EXISTING #6 PULL BOX. © INSTALL SALVAGED STREET NAME SIGN AND HARDWARE ON CITY FURNISHED SHAFT MOUNTED CANTILEVER ARM. �7 MODIFY EXISTING PED HEAD AS NECESSARY TO AIM TO NEW CURB ACCESS RAMP. ® NOT USED �9 REMOVE EXISTING UNUSED POLE FOUNDATIONS COMPLETE. 10 INSTALL P48 PULL BOX. AUTOCAD FILENAME: Sierra-Slover-TS-mod.dwg I� Q I� Q