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HomeMy WebLinkAbout3106-1CONDUCTOR TABLE DIAGRAM CIRCUIT OR RUNS AWG. POLE 1 2 3 4 5 6 7 8 9 10 PHASE 7 POLE ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING PED. S.N.S. PLACEMENT REMARKS C TYPE HT. SIG. LUM. H.P.S,V. TYPE PHASE QUAD VEHICLE PED. PHASE MESSAGE A POLE 2@ 1 17-2-80 E 30 20 15' 200 W E B E 6 E 1 MAS E SV -1-T E W POLE Sierra Ave 12 6.5 2 1-A(E)10 - - - B E 8 S TV -1- T E SP -1 -CSE 6 - 12 5 3 26A-4-80 M a POLE 15' 250 W B 8 S 2 MAS SV -1-T SP -1 -CS 2 Upland Ave 8 0 F =15 4 1-A E 10 - - - B E 2 W TV- 1-T E o POLE - 6.5 47- 51 17-2-80 E 30 20' 15' 200 W E B E 2 W 1 MAS E, SV -1- T E SP -1 -CS E 4 Sierra Ave 10 6.2 6 1 -ATE U POLE O6 - - B E 1-1 1-1 1-1 SP -1 -CS E 2 - 4 i o POLE O7 7 26A-4-80 35 40 1-1 1-1 - - - 2 MAS SV -1-T z 0 6 Upland Ave 12.4 4 F =15 8 PED. P.B.P 310 - - - B POLE E - - - - 1 4 L91 1-A 1 10 - - - 'BE 6 E SV -1-T E SP -1 -CSE 4 1 12 4 TOTAL 1-1 2-2 3-3 4-4 5-5 5-53-3 3-3 1-1 10 1 LUMINAIRE 1 2 2 2 1 2 1 2 1 2 VIDEO VIDEO CABLE 1 1 2 2 3 4 1 1 DET. VIDEO SVC 1 1 2 2 3 4 1 1 OPTICOM CABLE 1 2 2 3 4 1 1 CONDUIT SIZE V 12R 3" 1 3" 3" I Y' I 3"1 3" 1 3" 2" F 2" E ALL CONDUITS/CONDUCTORS ARE NEW EXCEPT AS NOTED (E). 2.75' 0.03' LIP HEADER CUT i CURB AND GUTTER 3" RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL N.T.S. DETAIL " B TRAFFIC SIGNAL GENERAL NOTES: PER PLAN 0.03' LIP HEADER 4 4•:, 26" EXISTING CURB AND/OR NEW A.C.- CURB AND GUTTER TACK COAT ALL EDGES CUT 1' .10' MIN. EXISTING AC SURFACING 4 -SACK ORANGE PEA GRAVEL BACKFILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) INSTALL SIX 1.5" SCH. 40 HDPE CONDUITS DUCT INSTALLATION AND TRENCH REPAIR DETAIL SIERRA 1- n � Q� N.T.S. DETAIL " A" AVENUE UPLAND AVENUE DIAGRAM EXISTING .10' MIN, AC SURFACING NEW A.C. 7 TACK COAT 0 L 2—SACK ALL EDGES D U L SLURRY BACKFILL EXISTING CURB l j (INITIAL POUR TO BE FLUSH OR PHASE 7 WITH SURROUNDING SURFACE) CURB AND GUTTER 3" RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL N.T.S. DETAIL " B TRAFFIC SIGNAL GENERAL NOTES: PER PLAN 0.03' LIP HEADER 4 4•:, 26" EXISTING CURB AND/OR NEW A.C.- CURB AND GUTTER TACK COAT ALL EDGES CUT 1' .10' MIN. EXISTING AC SURFACING 4 -SACK ORANGE PEA GRAVEL BACKFILL (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) INSTALL SIX 1.5" SCH. 40 HDPE CONDUITS DUCT INSTALLATION AND TRENCH REPAIR DETAIL SIERRA 1- n � Q� N.T.S. DETAIL " A" AVENUE UPLAND AVENUE NOTE ALL POLES AND HARDWARE ARE NEW EXCEPT WHERE NOTED "(E)". "(E)" = EXISTING INSTALL RELOCATED STREET NAME SIGN AND CITY -FURNISHED HARDWARE ON CITY -FURNISHED SHAFT MOUNTED CANTILEVER ARM. SCE UTILITY POLE 210' I Curb/Berm flow line BARRIER or edge of shoulder A 2" C, 2 #6, 1 #8, 2 #10 2" C, 2 #6, 1 #8 10" 4, d 1011W 1011W 4//G //G 4��� S.C.E. SERVICE � PHASE DIAGRAM P 0 L E S C H E D U L E JC!0 O l j PHASE 51 LSTANDARD PHASE 7 PHASE 8 ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING PED. S.N.S. PLACEMENT REMARKS C TYPE HT. SIG. LUM. H.P.S,V. TYPE PHASE QUAD VEHICLE PED. PHASE MESSAGE A B 1 17-2-80 E 30 20 15' 200 W E B E 6 E 1 MAS E SV -1-T E SP -1 -CSE 8 Sierra Ave 12 6.5 2 1-A(E)10 - - - B E 8 S TV -1- T E SP -1 -CSE 6 - 12 5 3 26A-4-80 35 40' 15' 250 W B 8 S 2 MAS SV -1-T SP -1 -CS 2 Upland Ave 8 3.6 F =15 4 1-A E 10 - - - B E 2 W TV- 1-T E SP -1 -CSE 8 - 6.5 47- 51 17-2-80 E 30 20' 15' 200 W E B E 2 W 1 MAS E, SV -1- T E SP -1 -CS E 4 Sierra Ave 10 6.2 6 1 -ATE 10 - - - B E 4 N TV -1-T E SP -1 -CS E 2 - 4 8 7 26A-4-80 35 40 15' 250 W - - - 2 MAS SV -1-T SP -1 -CS 6 Upland Ave 12.4 4 F =15 8 PED. P.B.P 310 - - - B 4 E - - - - 1 4 L91 1-A 1 10 - - - 'BE 6 E SV -1-T E SP -1 -CSE 4 1 12 4 NOTE ALL POLES AND HARDWARE ARE NEW EXCEPT WHERE NOTED "(E)". "(E)" = EXISTING INSTALL RELOCATED STREET NAME SIGN AND CITY -FURNISHED HARDWARE ON CITY -FURNISHED SHAFT MOUNTED CANTILEVER ARM. SCE UTILITY POLE 210' I Curb/Berm flow line BARRIER or edge of shoulder A 2" C, 2 #6, 1 #8, 2 #10 2" C, 2 #6, 1 #8 10" 4, d 1011W 1011W 4//G //G 4��� S.C.E. SERVICE � PHASE DIAGRAM PHASE 1 PHASE 2 PHASE 3 PHASE 4 - - JC!0 O l j PHASE 51 PHASE 6 PHASE 7 PHASE 8 C aA� le W / C�4 "B" I BCR 35' +/�— r • --- ---- Li i o2 �} 1 8 ARROW INDICATIONS , - �- l I N - 4 oco ;01 AB_ -- S -- S -- S -- 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 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 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. w SCALE: 7 "=20' FT D DIAL T110 VIORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROINID SERVICE ALER1 Exi 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SIGNAL CONSTRUCTION NOTES ❑1 RELOCATE EXISTING TYPE 90 CONTROLLER ASSEMBLY ON NEW FOUNDATION PER CITY STANDARD DETAIL NUMBER 4004. THIS WORK INCLUDES TEMPORARY RELOCATION AND WIRING OF EXISTING CONTROLLER AND REMOVAL OF THE EXISTING FOUNDATION. 2❑ FURNISH AND INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL M 711 OR EQUAL) PER DETAIL THIS SHEET. ❑3 REMOVE EXISTING SALVAGED AUTOSCOPE IMAGE SENSOR UNIT AND HARDWARE, AND RE -INSTALL PER CITY STANDARD NO. 133 AND AS DIRECTED BY THE ENGINEER. ® REMOVE EXISTING SALVAGED HARDWARE AND RE -INSTALL AS SHOWN ON THE PLAN. Q5 REMOVE TRAFFIC SIGNAL CABINET FOUNDATION COMPLETE. © REMOVE STREET LIGHT STANDARD AND FOUNDATION (BY SOUTHERN CALIFORNIA EDISON). �7 INSTALL 2" CONDUIT AND PULLROPE AS SHOWN ON THE PLAN. ® REMOVE EXISTING LED INDICATIONS, AND INSTALL LED ARROW INDICATIONS AS SHOWN. Ej] FURNISH AND INSTALL R73-3 SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -6T. 10 INSTALL SIX 1.5" SCH. 40 HDPE CONDUITS PER DETAIL"A" AND THE SPECIAL PROVISIONS, WITH #6E PULLBOXES AT 600 FT. MAXIMUM SPACING OR AS NOTED OR SHOWN ON THE PLAN. INSTALL 1 PULLROPE IN EACH 1.5" CONDUIT. 11 RELOCATE EXISTING SIGN/SIGNS NOTED ON A STEEL POST PER CITY STANDARD 139 OR SALVAGE WHERE NOTED, AS DIRECTED BY THE ENGINEER. 12 INSTALL CITY FURNISHED OVERSIZED PULLBOX AS SHOWN ON THE PLAN AND PER SECTION 86-2.05C STATE STANDARD SPECIFICATIONS. SERVICE ADDRESS: oOf ESS/ p,�9 Prepared Under The Supervision OfCITY OF CLYDE ELWYIN y� ' TRAFFIC SK C SWEET, JR.- W DRAWN BY: No. 26690 Harr Childress EXP. 3-31-04 DESIGNED BY: �c � Harr Childress �, CIVIL 7JADate : 3 -;.,5 -p2 CHECKED BY: A ROV BY l9jF OF CA1.�FIlex Larson CLYDE E. SWEET, JR. R.C.E. 26690 uric Lewis CITY ENrI MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR AUTOCAD FILENAME: Sierra@UplandTS.dwg T#3Np CALIFORNIA I L y ND LIGHTING PLAN AVENUE' SCALE: Note T d JLA EN C ;DATE: �Y C C 9/11/2001 DRAWING NO310 6 .: I.Y2 R RCE51152 w W Q REV. REVISION DESCRIPTION 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SIGNAL CONSTRUCTION NOTES ❑1 RELOCATE EXISTING TYPE 90 CONTROLLER ASSEMBLY ON NEW FOUNDATION PER CITY STANDARD DETAIL NUMBER 4004. THIS WORK INCLUDES TEMPORARY RELOCATION AND WIRING OF EXISTING CONTROLLER AND REMOVAL OF THE EXISTING FOUNDATION. 2❑ FURNISH AND INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL M 711 OR EQUAL) PER DETAIL THIS SHEET. ❑3 REMOVE EXISTING SALVAGED AUTOSCOPE IMAGE SENSOR UNIT AND HARDWARE, AND RE -INSTALL PER CITY STANDARD NO. 133 AND AS DIRECTED BY THE ENGINEER. ® REMOVE EXISTING SALVAGED HARDWARE AND RE -INSTALL AS SHOWN ON THE PLAN. Q5 REMOVE TRAFFIC SIGNAL CABINET FOUNDATION COMPLETE. © REMOVE STREET LIGHT STANDARD AND FOUNDATION (BY SOUTHERN CALIFORNIA EDISON). �7 INSTALL 2" CONDUIT AND PULLROPE AS SHOWN ON THE PLAN. ® REMOVE EXISTING LED INDICATIONS, AND INSTALL LED ARROW INDICATIONS AS SHOWN. Ej] FURNISH AND INSTALL R73-3 SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -6T. 10 INSTALL SIX 1.5" SCH. 40 HDPE CONDUITS PER DETAIL"A" AND THE SPECIAL PROVISIONS, WITH #6E PULLBOXES AT 600 FT. MAXIMUM SPACING OR AS NOTED OR SHOWN ON THE PLAN. INSTALL 1 PULLROPE IN EACH 1.5" CONDUIT. 11 RELOCATE EXISTING SIGN/SIGNS NOTED ON A STEEL POST PER CITY STANDARD 139 OR SALVAGE WHERE NOTED, AS DIRECTED BY THE ENGINEER. 12 INSTALL CITY FURNISHED OVERSIZED PULLBOX AS SHOWN ON THE PLAN AND PER SECTION 86-2.05C STATE STANDARD SPECIFICATIONS. SERVICE ADDRESS: oOf ESS/ p,�9 Prepared Under The Supervision OfCITY OF CLYDE ELWYIN y� ' TRAFFIC SK C SWEET, JR.- W DRAWN BY: No. 26690 Harr Childress EXP. 3-31-04 DESIGNED BY: �c � Harr Childress �, CIVIL 7JADate : 3 -;.,5 -p2 CHECKED BY: A ROV BY l9jF OF CA1.�FIlex Larson CLYDE E. SWEET, JR. R.C.E. 26690 uric Lewis CITY ENrI MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR AUTOCAD FILENAME: Sierra@UplandTS.dwg T#3Np CALIFORNIA I L y ND LIGHTING PLAN AVENUE' SCALE: Note T d JLA EN C ;DATE: �Y C C 9/11/2001 DRAWING NO310 6 .: I.Y2 R RCE51152 w W Q