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Home My WebLink About3631-1,I -FUTURE CURB l EX. R/W - EX. EP 04 80+00 G�EX. CL STRIPE 8 T-+-00- �EX. EP o EX. R/W E�J= SCALA: 1" = 40' FUTURE MEDIAN PER DWG. NO. 3247 800- 83 fi0� R/W CIG i N 0' 15'25"-N- i, 0 0 ' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. .moo of W U o N O J 68' V ' 12' 22' 22' 12 DP_ R/W -- -- FUTURE MEDIAN PER DWG. NO. 3247 0 )0 87+00 1 TRAFFIC SIGNAL INTERCONNECT GENERAL NOTES: 1. TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICA TIONS (DA TED, JUL Y 2002). 2. LOCA TION OF ALL UNDERGROUND FACIL I TIES ARE APPROXIMA TE, THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY CONDITION ON THE JOB SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO WORKING DAYS BEFORE DIGGING. J. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 4. ALL REQIURED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 5. ALL TRAFFIC CONTROL WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZA TION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER. 6. COMMUNICATION PULLBOXES SHALL BE INSTALLED AT 600' MAXIMUM SPACING, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. EXISTING DRIVEWAY ACCESS SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES. 8. CONTRACTOR SHALL INSTALL CONDUIT UNDER ALL CONCRETE DRIVEWAYS USING BORING METHOD. (SEE SPECIAL PROVISIONS.) 9 ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48, 48.5 x30.5"x30" DEEP (INSIDE), PRE–CAST CONCRETE , HAVE FIBERGLASS LOCKING LIDS AND BE LABELLED "COMMUNICATIONS." - - - — - - - - — - - - - - - — - - - - - - — EP EX. CL STRIPE 114- 91+0 92 +-fr0 88+00 N 0'1 W 89±00 QOTO _- -- EPi-----— X. R/W CITRUS AVENUE EXIST. CURB AND/ OR GUTTER 0 n 7R 7 — — — � — — -�--�- /W C/G .. INTERCONNECT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL 6-1.5" (41 mm) SCHEDULE 40 HDPE CONDUITS PER 940 LF DETAIL 'A" THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW RED, BLACK, BLUE AND GREEN. INSTALL ONE PULL ROPE IN EACH CONDUIT FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 3 FOOT RADIUS. SIDEWALK 2❑ FURNISH AND INSTALL SPLICE VAULT(P48) W/LOCKING FIBERGLASS LIDS. J EA NATIVE SOIL AT 90q SPLICE VA UL T COVER TO BE INSCRIBED "COMMUNICA TIONS" COMPACTION (IF SIDEWALK DOES NOT EXIST. COMPACTED NATIVE SOIL SHALL BE FLUSH WITH SURROUNDING SURFACE). 6-1.5"(41 mm) SCH 40 HDPE CONDUITS AND 4–SACK ORANGE PEA GRAVEL BACKFILL. DUCT INSTALLATION AND TRENCH REPAIR DETAIL (PARKWAY INSTALLATION) NOT TO SCALE DETAIL "A " J:\685-1650\streets\CitrusstInterconnectinq.dwq, 10/6/2005 11:19:21 AM, drench It JA J� "V "V PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. .moo of W U o N O J 68' V ' 12' 22' 22' 12 DP_ R/W -- -- FUTURE MEDIAN PER DWG. NO. 3247 0 )0 87+00 1 TRAFFIC SIGNAL INTERCONNECT GENERAL NOTES: 1. TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICA TIONS (DA TED, JUL Y 2002). 2. LOCA TION OF ALL UNDERGROUND FACIL I TIES ARE APPROXIMA TE, THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY CONDITION ON THE JOB SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO WORKING DAYS BEFORE DIGGING. J. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 4. ALL REQIURED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 5. ALL TRAFFIC CONTROL WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZA TION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER. 6. COMMUNICATION PULLBOXES SHALL BE INSTALLED AT 600' MAXIMUM SPACING, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. EXISTING DRIVEWAY ACCESS SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES. 8. CONTRACTOR SHALL INSTALL CONDUIT UNDER ALL CONCRETE DRIVEWAYS USING BORING METHOD. (SEE SPECIAL PROVISIONS.) 9 ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48, 48.5 x30.5"x30" DEEP (INSIDE), PRE–CAST CONCRETE , HAVE FIBERGLASS LOCKING LIDS AND BE LABELLED "COMMUNICATIONS." - - - — - - - - — - - - - - - — - - - - - - — EP EX. CL STRIPE 114- 91+0 92 +-fr0 88+00 N 0'1 W 89±00 QOTO _- -- EPi-----— X. R/W CITRUS AVENUE EXIST. CURB AND/ OR GUTTER 0 n 7R 7 — — — � — — -�--�- /W C/G .. INTERCONNECT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL 6-1.5" (41 mm) SCHEDULE 40 HDPE CONDUITS PER 940 LF DETAIL 'A" THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW RED, BLACK, BLUE AND GREEN. INSTALL ONE PULL ROPE IN EACH CONDUIT FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 3 FOOT RADIUS. SIDEWALK 2❑ FURNISH AND INSTALL SPLICE VAULT(P48) W/LOCKING FIBERGLASS LIDS. J EA NATIVE SOIL AT 90q SPLICE VA UL T COVER TO BE INSCRIBED "COMMUNICA TIONS" COMPACTION (IF SIDEWALK DOES NOT EXIST. COMPACTED NATIVE SOIL SHALL BE FLUSH WITH SURROUNDING SURFACE). 6-1.5"(41 mm) SCH 40 HDPE CONDUITS AND 4–SACK ORANGE PEA GRAVEL BACKFILL. DUCT INSTALLATION AND TRENCH REPAIR DETAIL (PARKWAY INSTALLATION) NOT TO SCALE DETAIL "A " J:\685-1650\streets\CitrusstInterconnectinq.dwq, 10/6/2005 11:19:21 AM, drench