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HomeMy WebLinkAbout5047-1CONDUCTOR SCHEDULE A A.W.G. SIZE POLE OR RUNS CABERSIZE CIRCUIT QQQQA5 GENERAL NOTES: ' '- --....... Iv BASELINE AVENUE A6 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA 8 POLE OA _ _ _ _ _ •1 •1 •1 •1 •1 �1 1 06 C 1 2C POLE OB X _ _ _ _ - �1 •1 •1 •1 - POLE CO X X – - - - – X X .1 - N O p N U D C U T C 0 T R 3 C S R S POLE PUSH q- 0 NO. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES a- POLE POLE LENGTH WATTAGE STREET VEHICLE 8. BUTTONS POLE COMMENTS ' TYPE HEIGHT SIGNAL LUMINAIRE (HPSV) POLE G – 1 1 1 1 X X X 11 1 POLE CH 1 1 \0/ (E) 1–A 10' – - X1x/1/1X,XX1TOTAL – – CABLES 12C/3C 1 2 2 3 3 4 4 5 5 1 1 2 2 3 3 (E) 17' #8 LUMINAIRES 2 2 2 2 1 2 – •2 •2 1 2 VIDEO COAXIAL CABLE 1 1 2 2 3 – 01 01 3 VIDEO POWER CABLE 1 1 2 2 3 – 91 01 3 OPTICOM CABLE 1 1 2 2 3 – 91 91 3 CONDUIT SIZE 3" 3" 3" 3" 3" 3" 35' (N) 55' (N) 15 (N) = NEW; (E) = EXISTING (N) 1 (N) (N) I (N) (E) I (E) (E) I (E) (E) fd 1 02 1 03 04 03 TRAFFIC SIGNAL MODIFICATION PLAN GENERAL NOTES: ' '- --....... Iv BASELINE AVENUE SCALE: 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED 3 DATE: p 12-�C7-09 MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. AT ALDE VENUE VT LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATION AND OF 05 1 06 11 07 1 08 PHASE DIAGRAM FA 1111 q e :.l ► LEGEND EXST TYPE III I I ! BF SERVICE I I t° ` I – RELOCATED WIDE AREA VIDEO CAMERA I `°e l L "?I N EXISTING WIDE AREA VIDEO CAMERA —< – RELOCATED EMERGENCY VEHICLE PREEMPTION (EVPE) --� – EXISTING EMERGENCY VEHICLE PREEMPTION (EVPE) – VIDEO DETECTION ZONE 9 L -----J 8 i i °i isi i' l i iii i—r—i ;- - ry 05 X02 Y N ` 08 /07/ R73-3 4-1 08P -- CO.- - (V -----------' 12-04 4 L----------- ! \ F .......... Mir is 3-041 Mir 04P ---------- - 03 TRAFFIC SIGNAL MODIFICATION PLAN GENERAL NOTES: ' '- --....... DRAWN BY: R.B. BASELINE AVENUE SCALE: 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED 3 DATE: p 12-�C7-09 MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. AT ALDE VENUE 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATION AND OF VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT POLE SCHEDULE** APP,R,4VED BY: AT (800) 227-2600, TWO WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS MOHAMMED ROWTHER R.C.E. 37127 Date CITY ENGINEER R.C.E. 51152 DATE: SHEET. STANDARD 5. LUMINAIRE NON–ILLUMINATED SIGNAL MOUNTING WORK. PED PUSH q- 0 NO. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES a- POLE MAST ARM LENGTH WATTAGE STREET VEHICLE 8. BUTTONS PLACEMENT COMMENTS ' TYPE HEIGHT SIGNAL LUMINAIRE (HPSV) NAME SIGN MAST ARM POLE PEDESTRIAN 0 QUAD. ARROW "A" "B" TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. \0/ (E) 1–A 10' – - – – – (E) TV -1–T (N) SP-1–CS 2 (E) W RT (E) 14' (E) 17' © (E) 26A-4-80 35' (E) 40' (E) 15' (E) 250W Baseline Ave (E) 2–MAS (E) SV -1–T (N) SP-1–CS 8 (E) S LT (E) 10' (E) 14' C (E) 1–A 10, – – – – – (E) TV -1–T (N) SP-1–CS 8 (E) S RT (E) 18' (E) 4' D O (N) 29A-5-100 35' (N) 55' (N) 15 (RL) 250W AlderAve RL 2–MAS (N) MAS RL ( ) SV– 1–T N ( ) SP-1–CS 6 (N) E LT 22' 4' NAME INSTALL NEW STREET SIGN MOUNTING HARDWARE O (N) 30 35' — (N) 15' (N) 250W — —INSTALL (N) SV -1–T (N) SP-1–CS 6 (N) E RT 20 4 NAME NEW STREET SIGN MOUNTING HARDWARE O (N) 29A-5-100 35' (N) 50' (N) 15' (RL) 250W Baseline(RL) Ave (RL) 2–MAS (RL) SV -1–T (N) SP-1–CS 4 (N) N LT 22' 4' NAME INSTALL NEW STREET SIGNDWARE G R (L) 1–A 10' – _ _ _ – (RL) TV -1—T (N) SP-1—CS 4 (RL) N RT 20 4 NAME INSTALL STALL NEW STREET SIGN MOUNTING HARDWARE O (N) 29A-5-100 I 35' (N) 45'• (N) 15' (RL) 250W AlderLAve (RL) 2–MAS (RL) SV -1–T (N) SP-1–CS 2 (N) W LT 22' 4' NAME (NSTALL NEW S SIGN MOUNTINGTR O (E) PED POST 3'-10" – – – – – – – 2 (E) W RT (E) 22' 4' O(E) PED POST 3'-10" – – – – – – – 8 (E) S LT (E) 20' 10' * * — (N) = NEW (E) = EXISTING, TO REMAIN (M) = MODIFY MOUNTING FOR NEW INDICATION (RL) = RELOCATE EQUIPMENT FROM SALVAGED POLE TO NEW POE = POLE SHALL ACCEPT FUTURE 50' SIGNAL ARM ry 05 X02 Y N ` 08 /07/ R73-3 4-1 08P -- CO.- - (V -----------' 12-04 4 L----------- ! \ F .......... Mir is 3-041 Mir 04P GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT u'' -L2j I 4 R73-3 I W EXST R/W _ PROP R/W CONSTRUCTION NOTES EXISTING TYPE 90 SYSTEM CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, SOLO PRO DETECTION, AND APPURTENANT EQUIPMENT. RELOCATE EXISTING UNI–DERECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR, (MODEL 711) TO NEW POLE, PER DETAIL ON THIS SHEET AND AS DIRECTED BY THE ENGINEER. a RELOCATE EXISTING IMAGE SENSOR UNIT TO NEW POLE PER CITY STANDARD DRAWING 4004 AND AS DIRECTED BY THE ENGINEER. ® INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. HEADER CUT Curb/Berm 1 or edge of BCR POLE LOCATION DETAIL REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpFESS/p� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 37 7 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Q p� Exp. 6/30/10 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C1011 q�F STANDARDS IN EFFECT. OF CA��F EXISTING 0.10' MIN. AC SURFACING NEW A.C. 2–SACK TACK COAT SLURRY BACKFILL ALL EDGES 1 (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) 78(3") RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL EMERGENCY VEHICLE— PREEMPTION DETECTOR 1 1/2- TO 3/4"� REDUCER C ASTRO MINI–BRAC MOUNT PELCO AB -121 OR APPROVED EQUAL MAST—ARM MOUNTING CLAMP FOR MODEL M-711 OPTICAL DETECTOR Prepared Under The Supervision of : ---------- - 03 TRAFFIC SIGNAL MODIFICATION PLAN GENERAL NOTES: ' '- --....... DRAWN BY: R.B. BASELINE AVENUE SCALE: 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED 3 DATE: p 12-�C7-09 MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. AT ALDE VENUE 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATION AND OF VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT CHECKED BY: APP,R,4VED BY: AT (800) 227-2600, TWO WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS MOHAMMED ROWTHER R.C.E. 37127 Date CITY ENGINEER R.C.E. 51152 DATE: SHEET. 3 5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF cr_ WORK. q- 0 6. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES a- & UTILIZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 7. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 8. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. ' 9. 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. 10. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD„ TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SEC11ON E. 11. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT u'' -L2j I 4 R73-3 I W EXST R/W _ PROP R/W CONSTRUCTION NOTES EXISTING TYPE 90 SYSTEM CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, SOLO PRO DETECTION, AND APPURTENANT EQUIPMENT. RELOCATE EXISTING UNI–DERECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR, (MODEL 711) TO NEW POLE, PER DETAIL ON THIS SHEET AND AS DIRECTED BY THE ENGINEER. a RELOCATE EXISTING IMAGE SENSOR UNIT TO NEW POLE PER CITY STANDARD DRAWING 4004 AND AS DIRECTED BY THE ENGINEER. ® INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. HEADER CUT Curb/Berm 1 or edge of BCR POLE LOCATION DETAIL REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QRpFESS/p� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 37 7 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Q p� Exp. 6/30/10 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C1011 q�F STANDARDS IN EFFECT. OF CA��F EXISTING 0.10' MIN. AC SURFACING NEW A.C. 2–SACK TACK COAT SLURRY BACKFILL ALL EDGES 1 (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) 78(3") RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL EMERGENCY VEHICLE— PREEMPTION DETECTOR 1 1/2- TO 3/4"� REDUCER C ASTRO MINI–BRAC MOUNT PELCO AB -121 OR APPROVED EQUAL MAST—ARM MOUNTING CLAMP FOR MODEL M-711 OPTICAL DETECTOR Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA Bureau Veritas North TRAFFIC SIGNAL MODIFICATION PLAN m y America, Inc. DRAWN BY: R.B. BASELINE AVENUE SCALE: 1565'MacArthur Blvd Costa Mesa, CA 92626 7828 AS SHOWN DESIGNED BY: DATE: p 12-�C7-09 Tel: (714)431-4100 ' AT ALDE VENUE Fax: (714) 825-1669 A.A.F. ' www.us.bureauveritas.com CHECKED BY: APP,R,4VED BY: DRAWING NO.: M.R. �/, MOHAMMED ROWTHER R.C.E. 37127 Date CITY ENGINEER R.C.E. 51152 DATE: SO47 a 00 N LOLO Uj M