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S-94-1.3n x w I i a _ J LL CONSTRUCTION NOTES N0. I TRAFFIC - GENERAL NOTES 1. ITEM UNIT QUANTITY 1. 18" D.I.P., PRESSURE CLASS 250, RESTRAINED PUSH -ON JOINT, PROTECT. COATING L.F. 1125 2. 18" 90' D.I.P. , LONG RADIUS, RESTRAINED PUSH -ON -JOINT EA. 2 3. 2" A.C. PAVEMENT SO. COAST DR L.S. L.S. 4. 18" PLUG VALVE, FLG END, IRON BODY, BRONZE MOUNTED, 150 PSI (DEZURIK OR EQUIV.) EA. 2 5. STRAIGHT TEE 18x18x18 D.I.P. , RESTRAINED PUSH -ON -JOINT EA. 1 START OF WORK. 8. PAULARINql AVE. AND TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. THE BAKER THE PATH THAT TRAFFIC IS TO FOLLOW. 9. Q y0 _j AVE. EL CAMINO <' REFLECTORIZED AND MAINTAINED ERECT, IN THE INDICATED POSITION, AT ADAMS �' sF m 9 TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 11. OR THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 12. ARLINGTON DR. DELINEATORS, BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF SWAN D MERRIMAC BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL NOT ATTEMPT TO SWITCH TRAFFIC CONTROL TO 0 WAY FAIR SUBSEQUENT PHASES OF WORK DURING WORKING HOURS. �J CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO CAUSE mX59 14. cosy PROPERTIES. = °2 oP �o NECESSARY BY THE CITY. 4° WILSON a ST. z �T F aP VICT RIA HAMILTON A ST. �' s OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC W HAMILTON ST.( Lij AT ALL TIMES DURING CONSTRUCTION. 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND app 2�m o P ALL VEHICULAR TRAVEL LANES SHALL BE OPEN FROM 7 AM TO 8:30 PM AND N.T.S. FROM 3:30 PM TO 6:00 PM. 19. ALL CONFLICTING STRIPES, PAVEMENT MARKING AND LEGENDS SHALL BE COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHOD W. 19th. ST. APPROVED BY THE ENGINEER. 20. ALL STRIPING , PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS DAMAGED a W. 8th< z ST. s 21. FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE z "2 ST. �� r A.ND /OR. RAISED PAVEMENT MARKERS TO SUPPI-F-MENT THE CHANNELIZING W. 16thJ ST- sr ANY TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENTS SHALL BE REMOVED BY WET SANDBLASTING IMMEDIATELY AFTER COMPLETION OF WORK. /p 23. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES. �ypFESS Q Ne. 24. B. H TEMPORARY PROTECTIVE FENCING SHALL BE PLACED AROUND ANY OPEN 'C F�N� sfS sr \� HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS i RCE 31720 m AS REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC; EXP. 12/31/96 sr s ,r * HARDWARE MODIFICATIONS, THE CONTRACTOR SHALL COORDINATE WITH CITY - AREA OF CONSTRUCTION OF COSTA MESA, TRAFFIC ENGINEERING AT 714/754 -5334, PRIOR TO DOING r ANY WORK AFFECTING THE SIGNAL OPERATION OR EQUIPMENT. CA1 -�Fp 26. THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE WORK WITHIN PUBLIC RIGHT -OF -WAY ARE COMPLETED. UTILITIES: GENERAL NOTES 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. (714) 631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE PUBLIC SERVICES DEPARTMENT, CITY OF COSTA MESA, 77 FAIR DRIVE. (714) 754 -5323. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED FROM THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. 9. ALL LATERALS SHALL BE CONSTRUCTED PRIOR TO SURFACING OF STREETS. 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER ST9. rL)1N(,. 413. S -105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A- 1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WARNING DEVICES, FLASHING ARROW BOARDS, LIGHTS AND FLAGMEN IN ACCORDANCE WITH "WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BUILDING NEWS, INC., LATEST EDITION. 17. TRENCH BACKFILL MATERIAL WITHIN THE LIMITS OF THE CITY OF COSTA MESA (CCM) SHALL BE CRUSHED MISCELLANEOUS BASE OR SLURRY AS DETERMINED BY CCM AND SHALL BE INSTALLED PER CCM STD. 813. BEDDING AND TRENCH RESURFACING SHALL BE PER CCM STD. 813. A PERMIT SHALL BE OBTAINED FROM CCM PRIOR TO COMMENCING WORK. Undeground Service Alert CALL: TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG NO. (DATE REVISIONS COSTA MESA SANITARY DISTRICT PROJECT NO. 1112100 -130 PLANS FOR RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION IN THE CITY OF COSTA MESA. ( PHASE 1 ) MACARTHUR TRAFFIC - GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS SECTION 5 FOR CONSTRUCTION AND MAINTENANCE ZONES BLVD. EDITIONS). 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS INCLUDING STANDARD PLAN A -20, WHEN REQUIRED BY THIS PLAN. SUNFLOWER N AVE. TRANSPORTATION SERVICES DIVISION 1 WEEK PRIOR TO WORK. IOWA ST.9� SO. COAST DR w m APPROVED AND COORDINATED BY CALTRANS. 5. GISLER AVE. DIE 4 A ON NOTIFY BUSINESSES ADJACENT TO THE WORK AREA 1 WEEK PRIOR TO THE START OF WORK. 7. WARNING SIGNS TO BE UTILIZED MUST BE IN PLACE 1 WEEK PRIOR TO THE START OF WORK. 8. PAULARINql AVE. AND TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. THE BAKER THE PATH THAT TRAFFIC IS TO FOLLOW. 9. Q y0 _j AVE. EL CAMINO <' REFLECTORIZED AND MAINTAINED ERECT, IN THE INDICATED POSITION, AT ADAMS �' sF m 9 TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 11. OR THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 12. ARLINGTON DR. DELINEATORS, BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF SWAN D MERRIMAC BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL NOT ATTEMPT TO SWITCH TRAFFIC CONTROL TO 0 WAY FAIR SUBSEQUENT PHASES OF WORK DURING WORKING HOURS. �J CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO CAUSE mX59 14. cosy PROPERTIES. = °2 oP �o NECESSARY BY THE CITY. 4° WILSON a ST. z �T F aP VICT RIA HAMILTON A ST. �' s OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC W HAMILTON ST.( Lij AT ALL TIMES DURING CONSTRUCTION. 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND app 2�m o P ALL VEHICULAR TRAVEL LANES SHALL BE OPEN FROM 7 AM TO 8:30 PM AND N.T.S. FROM 3:30 PM TO 6:00 PM. 19. ALL CONFLICTING STRIPES, PAVEMENT MARKING AND LEGENDS SHALL BE COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHOD W. 19th. ST. APPROVED BY THE ENGINEER. 20. ALL STRIPING , PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS DAMAGED a W. 8th< z ST. s 21. FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE z "2 ST. �� r A.ND /OR. RAISED PAVEMENT MARKERS TO SUPPI-F-MENT THE CHANNELIZING W. 16thJ ST- sr ANY TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENTS SHALL BE REMOVED BY WET SANDBLASTING IMMEDIATELY AFTER COMPLETION OF WORK. /p 23. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES. �ypFESS Q Ne. 24. B. H TEMPORARY PROTECTIVE FENCING SHALL BE PLACED AROUND ANY OPEN 'C F�N� sfS sr \� HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS i RCE 31720 m AS REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC; EXP. 12/31/96 sr s ,r * HARDWARE MODIFICATIONS, THE CONTRACTOR SHALL COORDINATE WITH CITY - AREA OF CONSTRUCTION OF COSTA MESA, TRAFFIC ENGINEERING AT 714/754 -5334, PRIOR TO DOING r ANY WORK AFFECTING THE SIGNAL OPERATION OR EQUIPMENT. CA1 -�Fp 26. THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE LOCATION MAP BENCHMARK: 55 -29 -87 A SURESET NAIL & 1" CADT DISK ON TOP OF 5'x8' CONC. CB IN THE NW'LY QUAD OF FAIR DR. & THE S. BD. FRONTAGE RD. RTE -55, ON N'LY SIDE OF FAIR DR., 15'W'LY OF THE ECR, 145' W'LY OF THE CL OF FRONTAGE RD., AND N'LY OF 35'X45' TRAF. ISLAND ELEV. 65.075 CITY OF COSTA MESA a � n' 6l3©I93 APPROVED BY: NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PERSONS ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF INDUSTRIAL SAFETY AND HEALTH, "CONSTRUCTION SAFETY ORDERS." THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THESE ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COSTA MESA SANITARY DISTRICT AND THE DISTRICT 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 COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER. THE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF THE CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY FACILITIES NOT SHOWN HEREON, HE SHALL IMMEDIATELY NOTIFY THE DISTRICT ENGINEER IN WRITING. COSTA MESA SANITARY DISTRICT ENGINEER: 3 1 Xm A E R0 61h B. HAMERS R.C.E. 31720 CM8D PROJECT NO. 1112100 -130 RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION. 6�tri �43 DATE SHEET 1 OF 3 TRAFFIC - GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS SECTION 5 FOR CONSTRUCTION AND MAINTENANCE ZONES AND WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK. (LATEST EDITIONS). 2. ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS INCLUDING STANDARD PLAN A -20, WHEN REQUIRED BY THIS PLAN. 3. A TRAFFIC DETOUR PLAN SHALL BE SUBMITTED TO & APPROVED BY THE CITY TRANSPORTATION SERVICES DIVISION 1 WEEK PRIOR TO WORK. 4. ANY WORK TO BE DONE WITHIN THE CALTRANS RIGHTS -OF -WAY MUST BE APPROVED AND COORDINATED BY CALTRANS. 5. POST "NO PARKING" SIGNS DEFINING TIME AND DATE OF RESTRICTION 1 DAY PRIOR TO WORK. 6. NOTIFY BUSINESSES ADJACENT TO THE WORK AREA 1 WEEK PRIOR TO THE START OF WORK. 7. WARNING SIGNS TO BE UTILIZED MUST BE IN PLACE 1 WEEK PRIOR TO THE START OF WORK. 8. FLASHING YELLOW BEACONS, TYPE "B" SHALL BE USED ON ALL C18 SIGNS AND TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT. THE FLASHERS SHALL NOT BE USED TO CHANNELIZE, SEPARATE OR DELINEATE THE PATH THAT TRAFFIC IS TO FOLLOW. 9. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD IN SIZE. 10. ALL DELINEATORS SHALL BE 28" MINIMUM, TUBULAR, PORTABLE, REFLECTORIZED AND MAINTAINED ERECT, IN THE INDICATED POSITION, AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 11. TYPE I OR II BARRICADES MAY BE USED IN ADDITION TO DELINEATORS, AT THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 12. THE CONTRACTOR SHALL MAINTAIN ON A 24 -HOUR BASIS ALL SIGNS DELINEATORS, BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL NOT ATTEMPT TO SWITCH TRAFFIC CONTROL TO SUBSEQUENT PHASES OF WORK DURING WORKING HOURS. 13. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 14. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 15. THE CONTRACTOR SHALL UTILIZE FLAG MEN DURING WORK HOURS AS DEEMED NECESSARY BY THE CITY. 16. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITY AND OVERNIGHT DURING EXCAVATION. ADDITIONAL TRAFFIC CONTROLS SIGNS OR BARRICADING MAY BE REQUIRED IN THE FIELD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH AND AROUND THE WORK AREA, THEY SHALL BE TYPE "C" - STEADY BURN LAMPS. 18. ALL VEHICULAR TRAVEL LANES SHALL BE OPEN FROM 7 AM TO 8:30 PM AND FROM 3:30 PM TO 6:00 PM. 19. ALL CONFLICTING STRIPES, PAVEMENT MARKING AND LEGENDS SHALL BE COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHOD APPROVED BY THE ENGINEER. 20. ALL STRIPING , PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN KIND. STRIPING SHALL BE REPLACED WITH 2 COATS OF PAINT; THE SECOND COAT APPLIED 7 DAYS AFTER THE FIRST COAT. 21. FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE SENSITIVE TRAFFIC MARKING TAPE AND /OR TYPICAL STRIPING PAINT A.ND /OR. RAISED PAVEMENT MARKERS TO SUPPI-F-MENT THE CHANNELIZING DEVICES. 22. ANY TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENTS SHALL BE REMOVED BY WET SANDBLASTING IMMEDIATELY AFTER COMPLETION OF WORK. /p 23. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES. �ypFESS Q Ne. 24. B. H TEMPORARY PROTECTIVE FENCING SHALL BE PLACED AROUND ANY OPEN 'C F�N� TRENCH WITHIN THE PUBLIC RIGHT -OF -WAY DURING NON - CONSTRUCTION �T X00 1 NO. 25. HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS i RCE 31720 m AS REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC; EXP. 12/31/96 INCLUDING PHASE CHANGES, COVERING OF VEHICLE HEADS, OR OTHER ,r * HARDWARE MODIFICATIONS, THE CONTRACTOR SHALL COORDINATE WITH CITY sj. C1V1� �� OF COSTA MESA, TRAFFIC ENGINEERING AT 714/754 -5334, PRIOR TO DOING 4 Q` �pF ANY WORK AFFECTING THE SIGNAL OPERATION OR EQUIPMENT. CA1 -�Fp 26. THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE WORK WITHIN PUBLIC RIGHT -OF -WAY ARE COMPLETED. COSTA MESA SANITARY DISTRICT ENGINEER: 3 1 Xm A E R0 61h B. HAMERS R.C.E. 31720 CM8D PROJECT NO. 1112100 -130 RECONSTRUCTING FORCE MAIN FOR ELDEN PUMP STATION. 6�tri �43 DATE SHEET 1 OF 3