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Home My WebLink About4899-21. 2. 3. 4, 5. 6. 7, 1-0 SCALE: x:40 CITR V N _SEX_- R/W ---- ------------------- -------------------- --- ----------------------- ------------ E X, R / W � �---- �---- - - N L EX. AC BERM - r EX. AC BERM �* i � dO1S ui Z uj Q LL- Vj I __ . - - - - I---- - -- - �-, Q 29L - - - SD - - _ �D - - - - - SD - _ - - - �D ID - - - ,D _ - - SD LIJ = z G G --LG G G G G G G G G G G G / G J G G G G G G G G G G --G G G G G G-� G --I G G - G G G G G G G G G G G G G �\' G G AG G�� G G G G I -- - - - - - w BERM _EX.—A C—B�RM - 2 —/W� EX, R PROP, SIDEWAL 21 ±440 L.F. TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES PROP. SIDEWALK -�-- EX, R/W 0 01 2 ±365 LF. H TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE 9. ALL PCC SIDEWALK DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTI❑N 86 AND STANDARD SAWCUT, REMOVED, AND REPLACED TO EXISTING EXPANSION/SCRIBE JOINTS, PLANS (DATED JULY 2006), AND THE SPECIAL PR❑VISI❑NS, 10. L❑CATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. THE ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT L❑CATIONS AND OF FONTANA ENGINEERING DIVISI❑N PRIOR TO COMMENCENT OF WORK. VERIFY ALL CONDITIONS ON THE JOB SITE, HAND DIG UNTIL CLEAR OF THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION OBSTRUCTIONS, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TO THE SATISFACTION OF THE ENGINEER, TWO (2) WORKING DAYS BEFORE DIGGING, THE ENGINEER SHALL BE NOTIFIED ❑ F ANY DISCREPENCIES OR CONFLICTS PRIOR TO DOING STREET WORK, CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 11, THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, EQUIPMENT LOCATIONS PRI❑R TO FINAL PLACEMENT, SEWER, POWER, STREET LIGHTS, TELEPHONE AND OTHER CONSTRUCTION WHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. PULL BOXES AND SPLICE VAULTS SHALL NOT BE LOCATED IN DRIVEWAYS OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATI❑N AND PRESERVATI❑N OTHER L❑CATIONS WHICH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTI❑N, AND SHALL OR VEHICLES, PULL BOX LOCATI❑NS SHALL BE ADJUSTED AS NEEDED, NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY C❑NSTRUCTI❑N, ALL PULL BOXES SHALL BE No. 6E AND CONDUIT SHALL BE 2" GALVANIZED RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS 48.5"x30.5"x30" DEEP (INSIDE), FIBERGLASS, HAVE LOCKING LIDS, AND BE LABELED STARTED, TRAFFIC CONTROL, WORK ZONES, AND LANE CLOSURES SHALL BE "COMMUNICATIONS". PULL BOXES AND SPLICE VAULTS SHALL BE INSTALLED IN COMPLETELY DELINEATED BY CHANNELIZATI❑N DEVICES AND SHIELDED BY ACCORDANCE WITH THE PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC, CONTRACTOR INSTALLATION. SHALL FOLLOW THE CALIFORNIA MANUAL ON UNIF❑RM TRAFFIC CONTROL WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, DEVICES (CALIFORNIA MUTCD DATED JANUARY, 2010) FOR CONSTRUCTION AND CONTRACTOR SHALL ARRANGE AND PAY FOR STRIPING. SEE SPECIAL MAINTENANCE WORK ZONES, CALTRANS STANDARD SPECIFICATI❑NS, AND PR❑VISI❑NS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT STANDARD PLANS, DATED 2006. EXACT LOCATION OF ALL TRAFFIC CONTROL MARKINGS, TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED, DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO ENGINEER FOR APPROVAL PRIOR TO C❑NSTRUCTI❑N, DIG�LE � T. TOLL FREE -qqmmmw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LO co (Q V / 11 r� I I . III 1 13. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES, PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY, 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME, 15. A 12" VERTICAL SEPARATI❑N BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 3' MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED, A 3' (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL MAINTAIN A MINIMUM 3' CLEARANCE FOR ALL OTHER FACILITIES, 16. TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN, CONTRACTOR SHALL LOCATE ALL TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENCHING OR BORING, ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED, 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTI❑N, 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. No. C 40964 Exp. 3-31-13 CML Alip III TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION CONSTRUCTION NOTES m FURNISH AND INSTALL TYPE P48 (SEE GENERAL NOTE #7) SPLICE BOX FURNISH & INSTALL 6-1.5' SCHEDULE 40 HDPE CONDUITS PER DETAIL 'Co, THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN, FURNISH AND INSTALL ONE PULL ROPE IN EACH CONDUIT FOR FUTURE CABLE, CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS, FURNISH AND INSTALL 96 STRAND S,M,F,O, CABLE IN THE BLUE CONDUIT Ifl NOT USED. SEE DRAWING NO. 4873 SHEET 4/5 & DRAWING NO. 4873 SHEET 5/5 FOR CONDUIT AND SPLICE BOX INSTALLATION DETAILS Prepared Under The Supervision Of : Date : Felipe U. Molinos, R.C.E. 40964 ICITY OF FONTANA, CALIFORNIA I FIBER OPTIC INTERCONNECT PLAN DRAWN BY: DT CITRUS AVENUE 1:40 DESMED BY: DT 28+50.00 STA. 38+25.00 °ATEc 4.19.11 CHECKED BY: AP DRAWING NO.:'L �Q MP C ENGINEER - R.C.E.51152 4899 2