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S-2007-1.3ok �I T S 0 'O N I TANDARD SYMBLOL -s - E T - -- ---TV--- -- TS -- G - I-, e6 TV a CENTERLINE EXISTING WATER LINE - SIZE AS INDICATED PROPOSED SEWER LINE - SIZE AS INDICATED EXISTING SEWER LINE - SIZE AS INDICATED EXISTING STORM DRAIN - SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING TRAFFIC SIGNAL LOOPS EXISTING GAS LINE - SIZE AS INDICATED EXISTING RIGHT -OF -WAY LINE EXISTING CONCRETE CURB EXISTING WATER VALVE EXISTING FIRE HYDRANT (F.H.) EXISTING WATER METER (W.M.) - SINGLE EXISTING WATER METER (W.M.) - DOUBLE EXISTING CATCH BASIN (C.B.) PROPOSED MANHOLE (M.H.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING TREE EXISTING SHRUBS DENOTES DETAIL NUMBER DENOTES SHEET NUMBER DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) DENOTES APPROXIMATE HORIZONTAL POSITION OF UTILITY CROSSING (IN PROFILE) ABBREVIATIONS AS AGGREGATE BASE LAT LATERAL ABAND ABANDONED LF LINEAR FEET AC ASPHALT CONCRETE ASPH ASPHALT PAVEMENT NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT MH MANHOLE BC BEGIN CURVE MIN MINIMUM BCR BEGIN CURB RETURN STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES REV. NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE CCP CONCRETE CYLINDER PIPE CF CURB FACE It PROPERTY LINE CO CLEAN OUT (SEWER) PP POWER POLE CONC CONCRETE PT POINT CONT CONTINUOUS PVMT PAVEMENT rt CENTERLINE CMSD COSTA MESA SANITATION DISTRICT R RWNBSRCED CONCRETE PIPE RCP DIA DIAMETER REPAR REINFORCING STEEL DWG DRAWING REM) REQUIRED R/W RIGHT -OF -WAY EC END CURVE EL ELEVATION SCH SCHEDULE EXIST. EXISTING SD STORM DRAIN SHT SHEET FH FIRE HYDRANT STA STATION STD STANDARD FM FORCE MAIN FIG FINISHED GRADE TIC TOP OF CURB FS FINISHED SURFACE TS TRAFFIC SIGNAL TYP TYPICAL HPG HIGH PRESSURE GAS "OR tVVMZ) iiOR1ZONTAL VCP V11"RW ED CLAY MPE D HWY HIGHWAY VERT VERTICAL D V INV INVERT WM WATER METER IRR IRRIGATION GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S 'STANDARD PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS' AS LAST REVISED, UNLESS OTHERWISE INDICATED ON THE PLANS OR BY PROJECT SPECIFICATIONS. 2. THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN FIVE DAYS AFTER AWARD OF CONTRACT AND NOTICE TO PROCEED BY THE DISTRICT. THE CONTRACTOR WILL NOT BE ALLOWED TO BEGIN CONSTRUCTION UNTIL AFTER A PRE - CONSTRUCTION MEETING AND THE CONSTRUCTION SCHEDULE IS APPROVED BY THE DISTRICT. 3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEWER PLANS AND THE CMSD STANDARD PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM OFFICE OF THE DISTRICT ENGINEER AT (949) 631 -1731 AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. NO FACILITIES SHALL BE BACKFILLED UNTIL OBSERVED BY THE DISTRICT INSPECTOR. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 5. THE CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 845 -8400 EXTENSION 229. S. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CALTRANS, AND OTHER LOCAL GOVERNING AGENCIES. 7. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS IN CONFORMANCE WITH THE FOLLOWING STANDARDS AND REQUIREMENTS: NEWPORT BLVD. AT 19th STREET: CALTRANS STANDARD T10 PLAN FOR TRAFFIC CONTROL SYSTEMS PLACENTIA AVE. AT 18TH STREET: WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), LATEST EDITION PER CITY OF COSTA MESA ENCROACHMENT PERMIT. 8. THE CONTRACTOR SHALL COMPLY TO CONSTRUCTION WORK HOURS AS DEFINED ON THE ENCROACHMENT PERMIT AS SPECIFIED BELOW: NEWPORT BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACHMENT PERMIT 9. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. 10. THE CONTRACTOR SHALL MAINTAIN THE WORK AREAS IN A NEAT, SAFE, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE DISTRICT. STREETS SHALL BE KEPT CLEAN OF DEBRIS, DUST, AND OTHER NUISANCE AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN -UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE CONTRACTOR SHALL HAVE A VACUUM/BRUSH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 11. ALL PAVEMENT REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAW CUT PRIOR TO REMOVAL AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED AND REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT. 13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING LANDSCAPE AND SURFACE IMPROVEMENTS TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED DURING CONSTRUCTION AT AN APPROVED DUMP SITE. 15. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. GROUNDWATER MAY BE PRESENT DURING CONSTRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF A DEWATERING PLAN IN CONFORMANCE WITH ALL REGIONAL WATER QUALITY CONTROL BOARD REQUIREMENTS. 16. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL USING BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY PER THE FOLLOWING REQUIREMENTS SO ALL LANES OF TRAFFIC CAN BE OPENED. STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR SHALL TACK DOWN OR SPIKE STEEL PLATES AND INSTALL TEMPORARY PAVEMENT AROUND PLATE EDGES. NEWPORT BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACHMENT PERMIT 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. 18. EXISTING BENCHMARK/MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR. 19. EXISTING UTILITIES AND STRUCTURES VERIFICATION: THE EXISTENCE AND LOCATION OF ANY EXISTING UTILITIES AND STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES AND STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES AND STRUCTURES. ALL COST OF POTHOLING AND EXPOSING SHALL BE BORNE BY THE CONTRACTOR. 20. UTILITIES CONFLICT: IF THE EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE PLANS AND THERE IS A CONFLICT WITH THE PROPOSED FACILITIES, THE CONTRACTOR SHALL NOTIFY THE DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO ELIMINATE THE CONFLICT. SEWER NOTES 1. EXISTING SEWER MAINS AND LATERALS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE A DIVERSION PLAN FOR EXISTING SEWAGE FLOW DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, PUMPS, TEMPORARY HOSES OR PIPING, PUMPER TRUCKS, PLUGS, AND ANY OTHER EQUIPMENT NECESSARY FOR THE DIVERSION OF EXISTING SEWAGE FLOW. 3. ALL SEWER MAINS HAVE BEEN DESIGNED AROUND THE ASSUMPTION THAT THE LOCATION OF ALL EXISTING UTILITIES AS WELL AS EXISTING SEWER FACILITIES ARE AS SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXPOSE ALL PIPELINES INVOLVED IN CONSTRUCTION TO VERIFY THE LOCATION, ELEVATION, AND PIPE MATERIALS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE FIELD BASED UPON ACTUAL FIELD CONDITIONS IN A MANNER ACCEPTABLE TO THE DISTRICT. 4. THE INSTALLATION OF GRAVITY SEWER MAINS SHALL BE IN CONFORMANCE TO THE PROJECT SPECIFICATIONS. 5. SEWER MAINS SHALL BE CLEANED WITH A SCRUBBING BALL PRIOR TO LEAKAGE AND INFILTRATION TESTS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH FROM MANHOLES AFTER EACH REACH OF SEWER HAS BEEN CLEANED. 6. SEWER MAINS, MANHOLES, AND APPURTENANCES SHALL BE AIR TESTED FOR LEAKAGE AND INFILTRATION PER PROJECT SPECIFICATIONS IN THE PRESENCE OF THE DISTRICT INSPECTOR. 7. SEWER MAINS SHALL BE INSPECTED USING PIPE MANDRELING AND CLOSED - CIRCUIT TELEVISION EQUIPMENT PER PROJECT SPECIFICATIONS PRIOR TO THE INSTALLATION OF PAVEMENT. 8. FINAL INSPECTION OF SEWER MAINS SHALL BE MADE BY THE CONTRACTOR PER PROJECT SPECIFICATIONS IN THE PRESENCE OF THE DISTRICT INSPECTOR. 9. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN WATER, RECYCLED WATER AND SEWER MAINS PER CMSD STD DWG NO. S -110. 10. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN STORM DRAIN AND SEWER MAIN CROSSINGS PER CMSD STD DWG NO. S -109. RECORD DRAWING - JULY 2007 RECORD DRAWING TH6 IS A RECORD DRAWIN(9 OF THE FACR,rDE.S EDENDF \H' ON T W TOTE PRDCTL ONLY AND HAS BEEN PREPARED IN PAR M THE BASIS OF INIaRNIATION C A4PR.FD AND FLW1419 :T? a\ OTHERS THE FNGMER AND OINER(S) WILL NOT BE R65PONS®IE FOR ANY ERRDRM OR OMSSO & WHR'H HAVE BEEN MCORPORATED APIO 7416 DRAWING. ACM .'A' COND17I1DN5 W VARY SOMEWHAT FROM THL COFRXDOM1'. RiDWN IRERPAN AND AT SOME LO' TIONS THE VARPANCE MA's BE LARGE. W THE PRECISE IDCXDON OF ANY FACRIIY b REQUPR®. ITIE PA jrry SHOULD BE FPP1D LOCATED IN Tom, PRFSFWP OF AN E➢MPPDYFE. OF THE D MR OR THE OWNERM OF THE UTHITIES INVOLVED CALL TOLL FREE -800 -227 -2600 Two WOWNC DAYS BEFORE YOU DIG Underground Service Alert DESIGN JAN 2007 �µpFESS/py PREPARED BY: �, .s'S��E S•cY zoof W o., 0wojAE `� JOSEPH P. SINACORI II, PE DATE ��n<pi.�' COSTA RMESA NSANITARY DISTRICT S" F -_ := y '► COSTA MESA SANITARY DISTRICT SHEET 3 OF 6 SHEETS NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT PROJECT NO. CMSD -181 STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES REV. DATE BY DESCRIPTION