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S-2010-1.1-1.16SUPERVISED AND APPROVED BY: COSTA NWSA SANITARY DISTRICT No. 31720 m Ev. 12/31/10 civl\ N P ROE31N B. HAMERS, PE �oFCn`�F` MANAGER / DISTRICT ENGINEER U ALI CONSTRUCT ON BR STOL FOR PLANS STREET SEWER REPL/,\CFVFNT FROM AUTOPLEX TO B RICH STREET APRIL 2009 COSTA MESA SANITARY DISTRICT BOARD OF DIRECTORS: ARTHUR PERRY ARLEN E SCH AFER ROBERT OOTEN JAMES FERRYMAN GARY MONAHAN PREPARED BY: s No. 63489 =_ Exp. 9/30/10 -._._. _ R . - - --- --- --- ---- . --- . v1� �.�� JOSEPN P. SINAGORI il, PE M, PROJECT ENGINEER AS BUILT 01/26/2010 CNEE -1 1 01. 16 o� SEAL BEACH HUNTINGTON BEACH PROJECT VICINITIIII NEWHURI BEACH LAGUNA ti BEACH VICINITY MAP SCALE 1" = 4 MILES TRABUCO ,CANYON SAN ` CLEMENTE CHO SANTA ARGARITA PUBLIC AGENCIES & UT TES AGENCY _ CON [ACT PHONE NO. SHT NO. DESCRIPTION ADELPHIA (TIME WARNER CABLE) AT &T a CITY OF NEWPORT BEACH — OPERATIONS CITY OF NEWPORT BEACH — TRAFFIC SIGNALS CITY OF NEWPORT BEACH — INSPECTOR s COMCAST CABLE 3 v COSTA MESA SANITARY DISTRICT N ELLER MEDIA COMPANY Q IRVINE RANCH WATER DISTRICT MCI MESA CONSOLIDATED WATER DISTRICT METROPOLITAN WATER — ORANGE COUNTY 0 MPOWER COMMUNICATIONS ORANGE COUNTY WATER DISTRICT SC EDISON — DISTRIBUTION SC EDISON — TRANSMISSION g SC GAS — DISTRIBUTION n SC GAS — TRANSMISSION r ql TRANSPORTATION CORRIDOR AGENCIES III XO COMMUNICATIONS LUCAIION MAP NOT TO SCALE SHEET INDEX )JECT 6,TIIIION JOE BARRIOS 714 - 709 -3390 1 CS -1 TITLE SHEET COSTA MESA SANITARY DISTRICT CS -� ILENE KUTZLE 714 - 666 -5503 2 CS -2 VICINITY MAP, LOCATION MAP, PUBLIC ANGENCIES & UTILITIES, SHEET INDEX GEORGE MURDOCH 949 - 718 -3401 PROJECT No. CMSD -129 VICINITY MAP LOCATION MAP , , PUBLIC AGENCIES & UTILITIES, SHEET INDEX REV. DATE BY DESCRIPTION 3 CS -3 STANDARD SYMBOLS, ABBREVIATIONS, BASIS OF BEARINGS, BENCH MARK, GENERAL NOTES GEORGE BERNARD 949 - 644 -3348 T.B.D. 949 - 644 -3311 4 C -1 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 10 +00.00 TO STA. 14 +00.00 ARNEL GANZON 951 - 549 -3977 5 C -2 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 14 +00.00 TO STA, 18 +00.00 ROBIN HAMERS 949 - 631 -1731 6 C -3 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 18 +00.00 TO STA. 22 +00.00 KEVIN KOCIC 310 - 755 -7299 7 C -4 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 22 +00.00 TO STA. 26 +00.00 BRAD JACKSON 949 - 453 -5611 8 C -5 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 26 +00.00 TO STA. 30 +00.00 DEAN BOYERS 972 - 729 -6322 MARK PELKA 949 - 631 -1200 9 C -6 15" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 30 +00.00 TO STA. 31 +06.46 SUBSTRUCTURES TEAM 213 - 217 -6679 10 C -7 TYPICAL TRENCH AND PAVEMENT DETAIL MARK SAWYER 949 - 864 -1664 11 T -1 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH AT SR73 S/B OFF RAMP CHRIS OLSON 714- 378 -3232 12 T -2 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH FROM SR73 S/B OFF RAMP TO IRVINE AVE. /CAMPUS DRIVE EDISON OPERATOR 626 - 302 -1212 13 T -3 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH AT IRVINE AVE. /CAMPUS DRIVE WALLACE ZIMMERMAN 714 - 973 -5409 14 T -4 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH AT IRVINE AVE. /CAMPUS DRIVE DAVE RAND 714 - 634 -3034 ROSALYN SQUIRES 818 - 701 -4546 15 T -5 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH FROM IRVINE AVE. /CAMPUS DR. TO BIRCH STREET DAVID LOWE 949 - 754 -3488 16 T -6 TRAFFIC CONTROL PLAN — BRISTOL STREET SOUTH AT BIRCH STREET AS BUILT MATT BERGINE 949 - 417 -7841 01/26/2010 CALL FREE DV TOLL 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert ��o�oQES PREPARED BY: S /, y �Q 'o�yc; w' No. 63489 _ m Egi.9 10 * * s?q `P JOSEPH P SINACORI II �oFCA��E PROJECT ENGINEER DESIGN APRIL 2009 AlYc' QS �f `5 y !,� < �w �kpp�g0 COSTA MESA SANITARY DISTRICT CS -� BRISTOL STREET SEWER REPLACEMENT SHEET 2 OF 16 SHEETS PROJECT No. CMSD -129 VICINITY MAP LOCATION MAP , , PUBLIC AGENCIES & UTILITIES, SHEET INDEX REV. DATE BY DESCRIPTION r STANDARD SYMBEOES -- - - - --- - -- - - - CENTERLINE W EXISTING WATER LINE - SIZE AS INDICATED S PROPOSED SEWER LINE - SIZE AS INDICATED S EXISTING SEWER LINE - SIZE AS INDICATED _ -SD EXISTING STORM DRAIN - SIZE AS INDICATED E - - EXISTING POWER CABLE - T - - - EXISTING TELEPHONE CONDUIT - - -TV -- EXISTING UNDERGROUND T.V. CABLE -- TS -- EXISTING TRAFFIC SIGNAL CONDUIT - G - EXISTING GAS LINE - SIZE AS INDICATED - - - - EXISTING RIGHT -OF -WAY LINE BC EXISTING CONCRETE CURB ® EXISTING WATER VALVE BEGIN CURB RETURN FH EXISTING FIRE HYDRANT (F.H.) EXISTING WATER METER (W.M.) - SINGLE CATV EXISTING WATER METER (W.M.) - DOUBLE NTS EXISTING CATCH BASIN (C.B.) CATCH BASIN PROPOSED MANHOLE (M.H.) © EXISTING MANHOLE (M.H.) - - -Z - - EXISTING ELECTRICAL OR TELEPHONE VAULT CF EXISTING TREE L_,= EXISTING SHRUBS COSTA MESA SANITARY DISTRICT DENOTES DETAIL NUMBER 6 DENOTES SHEET NUMBER TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) CONCRETE DENOTES APPROXIMATE HORIZONTAL POSITION OF UTILITY CROSSING (IN PROFILE) 1 CALL TOLL FREE 800- 227 -2600 10 WORKING DAYS IEFORE YOU DIG hound Service Alert IG�.'�'aL'1:1L�■Ei� DESCRIPTION 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. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED TWO (2) WEEKS PRIOR TO THE START OF WORK AND INCLUDE REPRESENTATIVES FROM THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND ALL OTHER AGENCIES AFFECTED BY WORK. 3. CONTRACTOR SHALL PROVIDE NOTIFICATION OF WORK LETTER TO RESIDENTS AND BUSINESSES AFFECTED BY CONSTRUCTION AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. THE NOTIFICATION LETTER SHALL BE APPROVED BY THE DISTRICT PRIOR TO DISTRIBUTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEWER PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 5. 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. 6. 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) 645 -8400 EXTENSION 229. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND OTHER LOCAL GOVERNING AGENCIES. THE DISTRICT SHALL BE RESPONSIBLE FOR ALL PERMIT AND INSPECTION FEES. 8. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS AND COMPLY TO CONSTRUCTION WORK HOURS IN CONFORMANCE WITH THE TRAFFIC CONTROL DRAWINGS. 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 AND GOVERNING AGENCY. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED 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 AND GOVERNING AGENCY. 13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING CURB AND GUTTER, SIDEWALK, LANDSCAPE AND SURFACE IMPROVEMENTS IN PUBLIC RIGHT OF WAY OR PRIVATE PROPERTY DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT AND GOVERNING AGENCY. 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 WITH TEMPORARY PAVEMENT AT 2" MINIMUM THICKNESS OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON- CONSTRUCTION HOURS. STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR SHALL RECESS STEEL PLATES ON TOP OF MILLED SURFACE A MINIMUM OF 18 INCHES ON ALL SIDES OF THE TRENCH. STEEL PLATES SHALL BE INSTALLED TO THE SATISFACTION OF THE COSTA MESA SANITARY DISTRICT, CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, AND CALTRANS. STEEL PLATES THAT SPAN GREATER THAN 5' -3" SHALL BE 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 CF 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 ARk 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. 21. WATER POLLUTION CONTROL: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. EFFECTIVE BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IMPLEMENTED TO PREVENT POLLUTED DISCHARGES FROM ENTERING STREETS, GUTTERS, STORM DRAINS, AND RECEIVING WATERS. THE INSTALLATION AND MAINTENANCE OF BMP'S IS THE CONTRACTOR'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN EFFECTIVE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE GOVERNING AGENCY. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) CONSTRUCTION BMP HANDBOOK AVAILABLE ON -LINE AT WWW.CABMPHANDBOOKS.COM FOR PROPER IMPLEMENTATION OF CONSTRUCTION BMP'S. 22. CONSTRUCTION COORDINATION: THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY OF ORANGE FOR THE IRVINE AVENUE WIDENING PROJECT (W.O. NO. ER08922) AND FOR THE BRISTOL STREET SIDEWALK IMPROVEMENT PROJECT (W.O. NO. ER09043). PREPARED BY: No. 63489 _ m �. 9 30 ,� a �IVI� P JOSEPH P. SINACORI II �OF CA��F� PROJECT ENGINEER DESIGN APRIL 2009 PROJECT NO CMSD -129 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. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION SHALL BE REMOVED FROM STREET RIGHT -OF -WAY AT THE END OF EACH WORKING DAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON- CONSTRUCTION HOURS. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION IN STREET RIGHT -OF -WAY SHALL BE PLACED IN DESIGNATED WORK AREAS PER TRAFFIC CONTROL DRAWINGS OR BURIED IN SHALLOW TRENCH. CROSSOVER RAMPS FOR TEMPORARY PUMP SUCTION AND DISCHARGE LINES WILL NOT BE ALLOWED AT ANYTIME DURING CONSTRUCTION. 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 PROPOSED SEWER FACILITIES SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS. 5. SEWER MAINS SHALL BE CLEANED WITH A HIGH PRESSURE JETTER 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 FROM MANHOLE TO MANHOLE FOR LEAKAGE AND INFILTRATION PER SECTION 306 -1.4.4 OF THE GREENBOOK IN THE PRESENCE OF THE DISTRICT INSPECTOR, AFTER THE TRENCH BACKFILL AND COMPACTION APPROVED BY DISTRICT INSPECTOR. 7. SEWER MAINS SHALL BE INSPECTED USING PIPE MANDRELING AND CLOSED- CIRCUIT TELEVISION EQUIPMENT AFTER LEAKAGE AND INFILTRATION TESTS AND PRIOR TO THE INSTALLATION OF PAVEMENT. 8. FINAL INSPECTION OF SEWER MAINS SHALL BE MADE BY THE CONTRACTOR 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. BASS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6169R1 AND STATION 617OR1 BEING NORTH 40'43'30" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. DATUM STATEMENT COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH OCS GPS ADJUSTMENT). ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCE BY 0.999972655. w�� \[aI I'll I_1.4 All ELEVATIONS SHOWN HEREON ARE BASED ON O.C.S. VERTICAL CONTROL DATA SHEET DESIGNATION 3N -50 -70 AS ELEVATION 46.754' NGVD 29 (O.C.S. 1995 ADJUSTMENT), PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. AS -BUILT 01/26/2010 COSTA MESA SANITARY DISTRICT CS -3 BRISTOL STREET SEWER REPLACEMENT SHEET STANDARD SYMBOLS, ABBREVIATIONS, 3 BASIS OF BEARINGS, BENCH MARK, & GENERAL NOTES OF 16 SHEETS ABBREVIATIONS- AB AGGREGATE BASE LAT LATERAL ABAND ABANDONED LF LINEAR FEET AC ASPHALT CONCRETE ASPH ASPHALT PAVEMENT MH MANHOLE BC BEGIN CURVE MIN MINIMUM BCR BEGIN CURB RETURN NAP NOT A PART CATV CABLE TELEVISION NTS NOT TO SCALE CB CATCH BASIN CCP CONCRETE CYLINDER PIPE FL PROPERTY LINE CF CURB FACE PP POWER POLE CMSD COSTA MESA SANITARY DISTRICT PT POINT CO CLEAN OUT (SEWER) PVMT PAVEMENT E CONC CONCRETE ' CONT CONTINUOUS R RADIUS CENTERLINE RCP REINFORCED CONCRETE PIPE REBAR REINFORCING STEEL DIA DIAMETER REQ'D REQUIRED DISTRICT DRAWING R/W RIGHT -OF -WAY DWG DRAWING SCH SCHEDULE EC END CURVE SD STORM DRAIN EL ELEVATION SHT SHEET x EXIST. EXISTING STA STATION i STD STANDARD FG FINISHED GRADE °c FH FIRE HYDRANT TC TOP OF CURB `i FM FORCE MAIN TS TRAFFIC SIGNAL c o FO FIBER OPTICS TYP TYPICAL FS FINISHED SURFACE VCP VITRIFIED CLAY PIPE HPG HIGH PRESSURE GAS VERT VERTICAL HOR (HORIZ) HORIZONTAL n HWY HIGHWAY WM WATER METER a INV INVERT IRR IRRIGATION 1 CALL TOLL FREE 800- 227 -2600 10 WORKING DAYS IEFORE YOU DIG hound Service Alert IG�.'�'aL'1:1L�■Ei� DESCRIPTION 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. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED TWO (2) WEEKS PRIOR TO THE START OF WORK AND INCLUDE REPRESENTATIVES FROM THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND ALL OTHER AGENCIES AFFECTED BY WORK. 3. CONTRACTOR SHALL PROVIDE NOTIFICATION OF WORK LETTER TO RESIDENTS AND BUSINESSES AFFECTED BY CONSTRUCTION AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. THE NOTIFICATION LETTER SHALL BE APPROVED BY THE DISTRICT PRIOR TO DISTRIBUTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEWER PLANS AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 5. 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. 6. 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) 645 -8400 EXTENSION 229. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALTRANS, AND OTHER LOCAL GOVERNING AGENCIES. THE DISTRICT SHALL BE RESPONSIBLE FOR ALL PERMIT AND INSPECTION FEES. 8. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS AND COMPLY TO CONSTRUCTION WORK HOURS IN CONFORMANCE WITH THE TRAFFIC CONTROL DRAWINGS. 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 AND GOVERNING AGENCY. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. 12. ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED 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 AND GOVERNING AGENCY. 13. THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING CURB AND GUTTER, SIDEWALK, LANDSCAPE AND SURFACE IMPROVEMENTS IN PUBLIC RIGHT OF WAY OR PRIVATE PROPERTY DAMAGED DURING CONSTRUCTION TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT AND GOVERNING AGENCY. 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 WITH TEMPORARY PAVEMENT AT 2" MINIMUM THICKNESS OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON- CONSTRUCTION HOURS. STEEL PLATES SHALL HAVE NON -SKID SURFACE. THE CONTRACTOR SHALL RECESS STEEL PLATES ON TOP OF MILLED SURFACE A MINIMUM OF 18 INCHES ON ALL SIDES OF THE TRENCH. STEEL PLATES SHALL BE INSTALLED TO THE SATISFACTION OF THE COSTA MESA SANITARY DISTRICT, CITY OF COSTA MESA, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, AND CALTRANS. STEEL PLATES THAT SPAN GREATER THAN 5' -3" SHALL BE 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 CF 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 ARk 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. 21. WATER POLLUTION CONTROL: THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. EFFECTIVE BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IMPLEMENTED TO PREVENT POLLUTED DISCHARGES FROM ENTERING STREETS, GUTTERS, STORM DRAINS, AND RECEIVING WATERS. THE INSTALLATION AND MAINTENANCE OF BMP'S IS THE CONTRACTOR'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN EFFECTIVE BMP'S MAY RESULT IN ENFORCEMENT ACTION BY THE GOVERNING AGENCY. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) CONSTRUCTION BMP HANDBOOK AVAILABLE ON -LINE AT WWW.CABMPHANDBOOKS.COM FOR PROPER IMPLEMENTATION OF CONSTRUCTION BMP'S. 22. CONSTRUCTION COORDINATION: THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY OF ORANGE FOR THE IRVINE AVENUE WIDENING PROJECT (W.O. NO. ER08922) AND FOR THE BRISTOL STREET SIDEWALK IMPROVEMENT PROJECT (W.O. NO. ER09043). PREPARED BY: No. 63489 _ m �. 9 30 ,� a �IVI� P JOSEPH P. SINACORI II �OF CA��F� PROJECT ENGINEER DESIGN APRIL 2009 PROJECT NO CMSD -129 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. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION SHALL BE REMOVED FROM STREET RIGHT -OF -WAY AT THE END OF EACH WORKING DAY SO ALL LANES OF TRAFFIC CAN BE OPENED TO NORMAL OPERATIONS DURING NON- CONSTRUCTION HOURS. ALL EQUIPMENT USED FOR SEWER FLOW DIVERSION IN STREET RIGHT -OF -WAY SHALL BE PLACED IN DESIGNATED WORK AREAS PER TRAFFIC CONTROL DRAWINGS OR BURIED IN SHALLOW TRENCH. CROSSOVER RAMPS FOR TEMPORARY PUMP SUCTION AND DISCHARGE LINES WILL NOT BE ALLOWED AT ANYTIME DURING CONSTRUCTION. 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 PROPOSED SEWER FACILITIES SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS. 5. SEWER MAINS SHALL BE CLEANED WITH A HIGH PRESSURE JETTER 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 FROM MANHOLE TO MANHOLE FOR LEAKAGE AND INFILTRATION PER SECTION 306 -1.4.4 OF THE GREENBOOK IN THE PRESENCE OF THE DISTRICT INSPECTOR, AFTER THE TRENCH BACKFILL AND COMPACTION APPROVED BY DISTRICT INSPECTOR. 7. SEWER MAINS SHALL BE INSPECTED USING PIPE MANDRELING AND CLOSED- CIRCUIT TELEVISION EQUIPMENT AFTER LEAKAGE AND INFILTRATION TESTS AND PRIOR TO THE INSTALLATION OF PAVEMENT. 8. FINAL INSPECTION OF SEWER MAINS SHALL BE MADE BY THE CONTRACTOR 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. BASS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6169R1 AND STATION 617OR1 BEING NORTH 40'43'30" EAST, PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. DATUM STATEMENT COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH OCS GPS ADJUSTMENT). ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCE BY 0.999972655. w�� \[aI I'll I_1.4 All ELEVATIONS SHOWN HEREON ARE BASED ON O.C.S. VERTICAL CONTROL DATA SHEET DESIGNATION 3N -50 -70 AS ELEVATION 46.754' NGVD 29 (O.C.S. 1995 ADJUSTMENT), PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. 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PLUG END WITH TEMPORARY PLASTIC CAP. BR STOE STREET �± rc 15" GRAVITY SEWER MAIN CONSTRUCTION NOTES 01 REMOVE EXISTING 8" SEWER AND INSTALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TRENCHING AND PAVING PER DETAIL (5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. S -105 TO EXISTING STREET GRADE. (6 REMOVE EXISTING MANHOLE. 07 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. S -100 WITH AMERON T -LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. 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PLUG END WITH TEMPORARY PLASTIC CAP. BR STOE STREET �± rc 15" GRAVITY SEWER MAIN CONSTRUCTION NOTES 01 REMOVE EXISTING 8" SEWER AND INSTALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TRENCHING AND PAVING PER DETAIL (5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. S -105 TO EXISTING STREET GRADE. (6 REMOVE EXISTING MANHOLE. 07 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. S -100 WITH AMERON T -LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. 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TRENCHING AND PAVING PER DETAIL O5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. S -105 TO EXISTING STREET GRADE. (6 REMOVE EXISTING MANHOLE. S -102 O7 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. S -4A0 WITH AMERON T —LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND CITY OF NEWPORT BEACH. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. 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SINACORI II - p Lip' F PROJECT ENGINEER DESIGN APRIL 2009 - 9ANI�f �i _ �, �.- COSTA MESA SANITARY DISTRICT C-3 BRISTOL STREET SEWER REPLACEMENT SHEET 6 OF 16 SHEETS Ill PROJECT N0. CMSD -129 11 15 SEWER MAIN PLAN AND PROFILE STA. 18 +00.00 TO STA. 22 +00.00 REV. DATE BY DESCRIPTION tl a n N I..I i r �I0 STREET CENTERLINE STREET R/W CAM PUS ',,.' DRIVE PROPERTY LINE 1. 4 RW _ J0 FO 4 RW -- 16 "HPG - - L_ _ - -- -- 00� O =-36'W-TM — — — — �I 1 16„ e 36 "W �MWDI) O - 24 "SD- S O — txc' L _ L� J II `T r w F z I p \ Z 36 "W CO + S� 16 I �j�' I I 16 I 17 o ^ 11 p c N 42 "W I I �� 42 " Z 24'SD= - - - - X24 "SD - -0 10 "w I 11W LJ 3 "G - 3 "G - - 2 "G - 2 "G W 12 "W o 12 "W - 17 t 12 "W Z - -- T T� -- T -- - -- >-T LJ -J L J I 4 "SD— - - - - L, � — — — — — — — 17 I - �O r I � E �o -- E— � �o�.– O� ~ - - E-- -- -- O CI SL - �T -x ��`' I _ 7 `_- / tk S REET R/W STREET R/W .\\ I �`� _ �1I IL J i IL i IL I �� - G� L IL --J ILJ C 11. SCALE: 1"=20' MWD)— — O O T I 00 2— — — (-0 - -NO 9' Z ~ LiJ — W T— — W = z� -- - -�LEJ E , O (f) COUNTY OF ORANGE 4o1� III I I CITY OF NEWPORT BEACH Y115" GRAVITY SEWER MAIN PROPERTY LINE -I BR STOL rie IRVINE AVENUE 15" GRAVITY SEWER MAIN STA. 24 +47.06 5 6 7 QMH N0.6 STREET CONSTRUCTION NOTES 01 REMOVE EXISTING 8" SEWER AND INSTALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TRENCHING AND PAVING PER DETAIL O5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. S -105 TO EXISTING STREET GRADE. O6 REMOVE EXISTING MANHOLE. S -102 O7 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. 2- -190 WITH AMERON T -LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. 11 RECONNECT SEWER LATERAL PER CMSD STD. DWG. No. S -104 -A USING FLEXIBLE RUBBER BAND SEAL COUPLING, MISSION CLAY PRODUCTS OR APPROVED EQUAL, WITH SS SHEAR RINGS, CLAMPS, AND BOLTS. 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND CITY OF NEWPORT BEACH. 17 PROTECT TRAFFIC SIGNAL CONDUIT IN PLACE. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. AS BUILT 01/26/2010 DT CALL oQROFESS /qy� PREPARED BY: DESIGN -�; pf COSTA MESA SANITARY DISTRICT C-4 XjL TOLL FREE APRIL 2009 SHEEP .. y ye �a�s 1- 800 - 227 -2600 wo No. 63489 =m BRISTOL STREET SEWER REPLACEMENT TWO WORKING DAYS * �.9��� PROJECT N0. 15 >, SEWER MAIN PLAN AND PROFILE 7 BEFORE YOU DIG ,Tj. �� �P q ' JOSEPH P. SINACORI II CMSD -129 ----- Underground Service Alen REV. DATE BY DESCRIPTION �GFM\r` - PROJECT ENGINEER T89 STA. 22 +00.00 TO STA. 26 +00.00 OF 16 SHEETS O O -16�+p O COUNTY OF ORANGE 4o1� III I I CITY OF NEWPORT BEACH Y115" GRAVITY SEWER MAIN PROPERTY LINE -I BR STOL rie IRVINE AVENUE 15" GRAVITY SEWER MAIN STA. 24 +47.06 5 6 7 QMH N0.6 STREET CONSTRUCTION NOTES 01 REMOVE EXISTING 8" SEWER AND INSTALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TRENCHING AND PAVING PER DETAIL O5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. S -105 TO EXISTING STREET GRADE. O6 REMOVE EXISTING MANHOLE. S -102 O7 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. 2- -190 WITH AMERON T -LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. 11 RECONNECT SEWER LATERAL PER CMSD STD. DWG. No. S -104 -A USING FLEXIBLE RUBBER BAND SEAL COUPLING, MISSION CLAY PRODUCTS OR APPROVED EQUAL, WITH SS SHEAR RINGS, CLAMPS, AND BOLTS. 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND CITY OF NEWPORT BEACH. 17 PROTECT TRAFFIC SIGNAL CONDUIT IN PLACE. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. AS BUILT 01/26/2010 DT CALL oQROFESS /qy� PREPARED BY: DESIGN -�; pf COSTA MESA SANITARY DISTRICT C-4 XjL TOLL FREE APRIL 2009 SHEEP .. y ye �a�s 1- 800 - 227 -2600 wo No. 63489 =m BRISTOL STREET SEWER REPLACEMENT TWO WORKING DAYS * �.9��� PROJECT N0. 15 >, SEWER MAIN PLAN AND PROFILE 7 BEFORE YOU DIG ,Tj. �� �P q ' JOSEPH P. SINACORI II CMSD -129 ----- Underground Service Alen REV. DATE BY DESCRIPTION �GFM\r` - PROJECT ENGINEER T89 STA. 22 +00.00 TO STA. 26 +00.00 OF 16 SHEETS .,, 50 50 ti x; II wII STREET CENTERLINE STREET R/W -- -- 45 -- -- — v� — 50 T(ABAND) — — — _ =24 "SD — — 5o 24 "RW O L O— O 36' W (MWD) CO + O N Q - __. - - - -- 10'W — LJ C W „G = W 2 (n z 12"W — L 1 • : _ . -1 _ , , EXISTi{`IC", 8. SEWER , • .: O _♦ I i ♦ I I , _ } 40 -_♦ W to , 1 : , I _. w Z - _ ---- -- --- --- __ -_ LIJ J -- JW —.0016 LiJ S ©.0© 16 •, W I - ; cn ..,.... I 30 1 A ., o o z , p o ; 000 00 4 06 N} po : 2 1 174:80 LF_ OF 1 VCP 221.20 LF. OF 15 V.CP. — r 26 27 28 29 30 ti x; II wII STREET CENTERLINE STREET R/W -- -- 45 -- -- — v� — 50 T(ABAND) — — — _ =24 "SD — — 5o 24 "RW J9 W—J T - -- - -- T —_— U + TS ❑ ❑E Q VSTREET R/W + �� L Go PG'Qx �+ — — — — — — T(ABAND) — - -- X - - -� - -� — — —— —24 "SD — — — -— — tx + O� 24 RW� I- � 5 - - - - - - -- F_ — M WDDI — — tx 16 17 ti 11 � 11 42 W — 10 "W­2� I - - -12 T - -- + _ _ — — Ii n _ l� CITY OF NEWPORT BEACH -X -X— FOX 24 "SD _ 24 "R W SCALE: 1"=20' O G O 36 "W (MWD) — O — — — — — O+ � 42 "W 0 0 9 10"W Q — u) LLJ W 2 "G W = -- z v) T LLJ + M El TS — — — — TS Q N O w O ro + P Q� 01 REMOVE EXISTING 811 SEWE TALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE E "G" COMPRESSION JOINTS IN ACCORDANCE PROJECT SPECIFICATIONS. TRENCHING AND P DETAIL e 5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG N0. S -105 TO EXISTING STREET GRADE. +6 REMOVE EXISTING MANHOLE. O CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. S -100 WITH AMERON T —LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. 11 RECONNECT SEWER LATERAL PER CMSD STD. DWG. No. S -104 —A MISSION CLAY FLEXIBLE COUPLING, USING LE LE RUBBER BAND SEAL B PRODUCTS OR APPROVED EQUAL, WITH SS SHEAR RINGS, CLAMPS, AND BOLTS. 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND CITY OF NEWPORT BEACH. 17 PROTECT TRAFFIC SIGNAL CONDUIT IN PLACE. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING ES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRAC COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS F ONSTRUCTION WORK SHOWN HEREON. s. I 15" GRAVITY SEWER MAIN �s � ) STA. 27 +76.80 15" GRAVITY SEWER MAIN Z MHNo.7 BRISTOL STREET v NOT A PART AS -BUILT 01/26/2010 CALL �QgO�FE� PREPARED BY: DESIGN ;�yq! COSTA MESA SANITARY DISTRICT C -5 VJ TOLL FREE Hgc��2z APRIL 2009 SHEET 1 -800- 227 -2600 Wo No. 63489 =m BRISTOL STREET SEWER REPLACEMENT N TWO WORKING DAYS * �. 9/30/10 * PROJECT N0. ,1 g BEFORE YOU DIG q JOSEPH P. SINACORI II CMSD- 129 15 SEWER MAIN PLAN AND PROFILE �J _'. tindergrouna service Alert REV. DATE BY DESCRIPTION ��cn��E PROJECT ENGINEER T� STA. 26 +00.00 TO STA. 30 +00.00 OF 16 SHEETS O L O— O 36' W (MWD) CO + O N Q - __. - - - -- 10'W — LJ C W „G = W 2 (n z 12"W — J9 W—J T - -- - -- T —_— U + TS ❑ ❑E Q VSTREET R/W + �� L Go PG'Qx �+ — — — — — — T(ABAND) — - -- X - - -� - -� — — —— —24 "SD — — — -— — tx + O� 24 RW� I- � 5 - - - - - - -- F_ — M WDDI — — tx 16 17 ti 11 � 11 42 W — 10 "W­2� I - - -12 T - -- + _ _ — — Ii n _ l� CITY OF NEWPORT BEACH -X -X— FOX 24 "SD _ 24 "R W SCALE: 1"=20' O G O 36 "W (MWD) — O — — — — — O+ � 42 "W 0 0 9 10"W Q — u) LLJ W 2 "G W = -- z v) T LLJ + M El TS — — — — TS Q N O w O ro + P Q� 01 REMOVE EXISTING 811 SEWE TALL 15" EXTRA STRENGTH VITRIFIED CLAY PIPE E "G" COMPRESSION JOINTS IN ACCORDANCE PROJECT SPECIFICATIONS. TRENCHING AND P DETAIL e 5 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG N0. S -105 TO EXISTING STREET GRADE. +6 REMOVE EXISTING MANHOLE. O CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. No. S -100 WITH AMERON T —LOCK LINER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES, AND CHANNELS. 10 ABANDON & REMOVE INTERFERING PORTIONS OF EXISTING SEWER. 11 RECONNECT SEWER LATERAL PER CMSD STD. DWG. No. S -104 —A MISSION CLAY FLEXIBLE COUPLING, USING LE LE RUBBER BAND SEAL B PRODUCTS OR APPROVED EQUAL, WITH SS SHEAR RINGS, CLAMPS, AND BOLTS. 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND CITY OF NEWPORT BEACH. 17 PROTECT TRAFFIC SIGNAL CONDUIT IN PLACE. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING ES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRAC COMPLY TO ENCROACHMENT PERMIT REQUIREMENTS F ONSTRUCTION WORK SHOWN HEREON. s. I 15" GRAVITY SEWER MAIN �s � ) STA. 27 +76.80 15" GRAVITY SEWER MAIN Z MHNo.7 BRISTOL STREET v NOT A PART AS -BUILT 01/26/2010 CALL �QgO�FE� PREPARED BY: DESIGN ;�yq! COSTA MESA SANITARY DISTRICT C -5 VJ TOLL FREE Hgc��2z APRIL 2009 SHEET 1 -800- 227 -2600 Wo No. 63489 =m BRISTOL STREET SEWER REPLACEMENT N TWO WORKING DAYS * �. 9/30/10 * PROJECT N0. ,1 g BEFORE YOU DIG q JOSEPH P. SINACORI II CMSD- 129 15 SEWER MAIN PLAN AND PROFILE �J _'. tindergrouna service Alert REV. DATE BY DESCRIPTION ��cn��E PROJECT ENGINEER T� STA. 26 +00.00 TO STA. 30 +00.00 OF 16 SHEETS 40 30 i S 1 " =20' VERT: 1 ': =4' milli liiiiiiiiiiiiiiiiiiiiillillillillillillilliilill!MI 30 30 31 STREET CENTERLINE BIRCH STREET CONSTRUCTION STREET R/W ° i I L J I I I O1 REMOVE EXISTING 8" SE NSTALL 15" EXTRA STRENGTH - - mI r I VITRIFIED CLAY PI YPE "G" COMPRESSION JOINTS IN ACCORDAN HE PROJECT SPECIFICATIONS. TRENCHING SCALE: 1"=20' AND ER DETAIL F F ' - - I I I L± LL I 50 2 PROTECT EXISTING MANHOLE IN PLACE. I 11111101 i / 3 CORE DRILL EXISTING MANHOLE AS NECESSARY TO INSTALL NEW —t- -FO X X - - O SEWER MAIN. =24 "SD �- - - —18 "RCP= �- - - - ,�i� O4 POUR NEW MANHOLE BASE AND CHANNEL TO MATCH PROPOSED - SEWER GRADES PER CMSD STD DWG NO. S -100. OQ + 24 RW - r 2� f W- O ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG 0 16 "HPG - _ 16 "HPG NO. S -105 TO EXISTING STREET GRADE. O 6fP M1, STS k. —� O9 INSTALL INTERIOR LINING OF MANHOLE INCLUDING WALLS, " Q 36 "W (MWD) r :aj Sp CHANNELS AND BASES WITH A PRIMER AND 100% SOLIDS, HIGH L 16 36 "W (MWD) BUILD POLYURETHANE, SANCON 200 OR APPROVED EQUAL PER W (n I FC PROJECT SPECIFICATIONS. 7 = W 42, W- L J L J I 42 „W� _ 10 ABANDON &REMOVE INTERFERING PORTIONS OF EXISTING SEWER. bj o V) Z - ---------- I- 1 --}- - - - -- _. - - -- �- n LLJ J 10 "W --t---17- -10 "W -/ 16 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS = 8 "S F I F- 7 \ 49'21'46' W 8 "S / r P TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT V U 2 "G— - 2 "G - _ AND CITY OF NEWPORT BEACH. Q 12 "W - _ -12 "W _ _ T�- 17 PROTECT TRAFFIC SIGNAL CONDUIT IN PLACE. — — — - V 24 "SD - - - I T T T - NOTES TO CONTRACTOR of 16 / O 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. co i_v I \ I O I' r r ` �r O �5 I TREET R/W 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING o \ \ O \- I I I O I UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. ilillillil000� /� ICI / y I J I I II // ' I I J III L J I (r J I L J O� I 3. OR SHALL COMPLY TO ENCROACHMENT PERMIT I h �5 G I lil I �� I REQUIR OR ALL CONSTRUCTION WORK SHOWN HEREON. s 15" GRAVITY SEWER MAIN BIRCH STREET CITY OF NEWPORT E3EACH 3 1 10 STREET R/W NOT O T A PART n � � r 15" GRAVITY SEWER MAIN J ^ BRISTOL STREET �MH3No08.46 2 3 4 5 9 AS =BUILT 01/26/2010 DFESSio PREPARED BY: DESIGN CALL PR ",� -S�rR� COSTA MESA SANITARY DISTRICT C -6 J TOLL FREE �� BRISTOL STREET SEWER REPLACEMENT APRIL 2009 SHEET 1- 800-227 -2600 o No. 63489 _ m m * 9/30/10 TWO WORKING DAYS * PROJECT N0. „ BEFORE YOU DIG ,� �. 15 SEWER MAIN PL���AN AND PROFILE 9 Underground Service Alert qIF� GA`\F JOSEPH P. SINACORI II CMSD- 129Rpp�,Tg9� a REV. DATE BY DESCRIPTION PROJECT ENGINEER STA. 30 +00.00 TO STA. 31+06.46 OF 16 SHEETS EXISTING PAVEMENT w w IN O w z O J N J L� U U z c w m Of w o z 0 w o a- w FL m Efh uq 4 a i m rn 0 'a c i� ml c PAVEMENT 2" GRIND AND OVERLAY LIMITS TO EDGE OF TRAVEL LANE, CONCRETE GUTTER, OR CURB 18" MINIMUM TO SAWCUT LINE IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE 4" MIN. - 6 ", 8 ", & 10" PIPE- 6$' MIN. - 12" PIPE & LARGER CALL TOLL FREE 800 - 227 -2600 10 WORKING DAYS 3EFORE YOU DIG around Service Alert REV. I DATE I BY INSTALL BASE PAVEMENT IN TRENCH ZONE EXISTING CRUSHED 5 "t 00 � o o o 71 o 0a` °0 °o �0 0° - MO70�°Q° 21 00vO°O,0 .°0 0ao ° o ° 0°Oo0°O Oo�° °0� 0°00O „} o O Opoo Or EXISTING CRUSHED AGGREGATE BASE C, INSTALL CRUSHED AGGREGATE BASE_,., INSTALL TRENCH BACKFILL Z °o 0 op6010 6„ MIN. 00 05n 00 00000ooDa°0 8„ MAX. 0o pOa0' °no O.D. o4a INSTALL 3/4" MAXIMUM CRUSHED ROCK DESCRIPTION T11RENCH AND PAV EMENT NOT ES: 1. TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT DETAIL SHOWN HEREON IS A COMPILATION OF CITY OF NEWPORT BEACH STD. DWG. NOS. 105 -L SERIES ( A TO G ) AND 106 -L, AND ORANGE COUNTY PUBLIC WORKS STD. PLAN NOS. 133 -1 AND 133 -1 -OC. THE CONTRACTOR SHALL CONFORM TO THE NOTES AND REQUIREMENTS SHOWN ON THIS DETAIL ALONG WITH GOVERNING AGENCY STANDARD PLANS AS REFERENCED ABOVE AND ENCROACHMENT PERMIT CONDITIONS PER THE FOLLOWING JURISDICTION: COUNTY OF ORANGE: BRISTOL STREET - FROM AUTOPLEX TO IRVINE AVENUE / CAMPUS DRIVE CITY OF NEWPORT BEACH: BRISTOL STREET : FROM IRVINE AVENUE / CAMPUS DRIVE TO BIRCH STREET 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS PRIOR TO ANY TRENCH AND PAVEMENT WORK. 3. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTOR'S OWN EXPENSE. 4. PAVEMENT REMOVAL IN AREAS WHERE TRENCH CROSSES EXISTING PAVEMENT SHALL BE MADE ON STRAIGHT LINE SAW CUTS AT A MINIMUM OF 1 -1/2 INCHES DEEP. 5. TRENCH BACKFILL AND DENSIFICATION SHALL BE DONE IN CONFORMANCE WITH GREENBOOK STANDARD SPECIFICATION SECTION 306 -1.3 WITH MINIMUM 90- PERCENT RELATIVE COMPACTION. CLASS 100 -E -100 SAND SLURRY SHALL BE USED IF REQUIRED COMPACTION NOT ATTAINED BY MECHANICAL METHODS. 6. CRUSHED AGGREGATE BASE SHALL BE USED FOR SUBGRADE REPAIR IN THE TRENCH ZONE AND CONFORM TO GREENBOOK STANDARD SPECIFICATIONS SECTION 200 -2.2 AND 200 -2.4. THE CRUSHED AGGREGATE BASE SHALL BE INSTALLED WITH MINIMUM 95- PERCENT RELATIVE COMPACTION TO THE THICKNESS OF EXISTING CRUSHED AGGREGATE BASE PLUS 1 -INCH OR 6 -INCH MINIMUM THICKNESS. 7. TACK COAT SHALL BE PG 64 -10 AND APPLIED ON THE SIDES OF EXISTING PAVEMENT, AND AT JOINTS ON TRENCHES, AND FOR PAVEMENT PATCHES. 8. BASE PAVEMENT SHALL BE PERFORMANCE GRADE TYPE III -B3 -PG 64 -10 AND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400 -4. THE COMPACTION OF BACKFILL AND AGGREGATE BASE SHALL BE INSPECTED AND APPROVED BY THE COSTA MESA SANITARY DISTRICT PRIOR TO THE INSTALLATION OF BASE PAVEMENT. THE BASE PAVEMENT IN THE TRENCH ZONE SHALL BE INSTALLED TO EXISTING PAVEMENT GRADE AT THICKNESS OF EXISTING PAVEMENT PLUS 1 -INCH OR 4 -INCH MINIMUM THICKNESS. 9. PAVEMENT 2" GRIND AND OVERLAY IN BRISTOL STREET, AN ARTERIAL HIGHWAY, SHALL BE PERFORMANCE GRADE TYPE III - C3-_PG 64 -10 4ND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400 -4. CONTRACTOR IS REQUIRED TO GRIND AND OVERLAY THE FULL TRAVEL LANE AFFECTED BY WORK TO NEAREST PAVEMENT STRIPING (LANE LINE) OR CONCRETE GUTTER OR CURB ON BOTH SIDES OF TRENCH. IF THE ADJACENT TRAFFIC LANE IS DAMAGED BY WORK OR IS LESS THAN 5 -FEET FROM TRENCH, CONTRACTOR IS REQUIRED TO GRIND AND OVERLAY THE FULL TRAVEL LANE AFFECTED. PAVEMENT GRIND AND OVERLAY SHALL BE DONE WITHIN TWO (2) WEEKS AFTER TRENCH BACKFILL HAS BEEN COMPLETED. 10. PAVEMENT 2" GRIND AND OVERLAY IN AUTOPLEX PARKING LOT SHALL BE PERFORMANCE GRADE TYPE III -C3 -45G 64 -10 AND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION CONTRACTOR IS REQUIRED TO GRIND AND OVERLAY THE ENTIRE LENGTH OF ALL PARKING STALLS AFFECTED BY WORK. 11. IDENTIFICATION WARNING TAPE__SHALL BE GREEN IN COLOR. LETTERING SHALL BE BLACK IN COLOR AND 2 -INCH MINIMUM IN HEIGHT WITH WORDING: "CAUTION: SEWER LINE BURIED BELOW ". TYPICAL TRENCH AND PAVEMENT DETAIL NOT TO SCALE No. 63489 EV. 9/30/10 PREPARED BY: JOSEPH P. SINACORI II PROJECT ENGINEER DESIGN APRIL 2009 PROJECT CMSD -129 GEOTECHNICAL EVALUATION NOTIIIES: 1. GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. MATERIAL TESTING SHALL CONFORM TO THE FOLLOWING GOVERNING AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A REPORT (4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT. 2. CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL FIRM APPORVED BY THE DISTRICT, CITY OF NEWPORT BEACH, AND COUNTY OF ORANGE FOR MATERIALS TESTING OF TRENCH BACKFILL, AGGREGATE BASE, ASPHALT, AND CONCRETE DURING CONSTRUCTION. WORK SHALL ALSO INCLUDE THE MONITORING OF BATCH TIME, TEMPERATURE, MIX DESIGNS, AND PLACEMENT TIME FOR ALL PAVEMENT REPLACEMENT. 3. MATERIALS TESTING FOR TRENCH BACKFILLL USING NATIVE MATERIAL SHALL CONFORM TO THE FOLLOWING METHODS PER GOVERNING AGENCY REQUIREMENTS: COUNTY OF ORANGE: CAL 216 "WET DENSITY" METHOD CITY OF NEWPORT BEACH: STANDARD PROCTOR "DRY DENSITY" METHOD 4. MATERIALS TESTING FOR TRENCH BACKFILL SHALL BE PROVIDED TYPICALLY AT 100 TO 200 FOOT INTERVALS ALONG THE TRENCH FOR EVERY 3 TO 4 FEET IN DEPTH OF TRENCH BACKFILL. THE LOCATION OF MATERIALS TESTING MAY VARY BASED ON FIELD CONDITIONS PER THE DIRECTION OF THE GOVERNING AGENCY INSPECTOR. 5. MATERIALS TESTING IN COUNTY OF ORANGE RIGHT -OF -WAY INCLUDING TRENCH BACKFILL, AGGREGATE BASE, ASPHALT, AND CONCRETE SHALL BE PERFORMED BY THE COUNTY OF ORANGE MATERIALS TESTING LABORATORY AT THE COST OF THE CONTRACTOR. THE GEOTECHNICAL FIRM SELECTED FOR THIS PROJECT SHALL COORDINATE WITH THE COUNTY OF ORANGE INSPECTORS FOR FIELD AND LABORATORY TESTING. 6. MATERIALS TESTING IN THE CITY OF NEWPORT BEACH RIGHT -OF -WAY SHALL BE PERFORMED BY A PRIVATE LABORATORY AND PAID FOR BY THE CONTRACTOR. 7. THE GEOTECHNICAL FIRM SHALL ASSIGN A PROJECT MANAGER TO OVERSEE ALL GEOTECHNICAL EVALUATION WORK DURING CONSTRUCTION, INCLUDING FIELD AND LABORATORY TESTING. THE PROJECT MANAGER SHALL COORDINATE WITH THE CONTRACTOR, DISTRICT, CITY OF NEWPORT BEACH. AND COUNTY OF ORANGE DURING CONSTRUCTION. 8. GEOTECHNICAL FIRM SHALL PROVIDE SIX(6) COPIES OF THE GEOTECHNICAL OBSERVATION AND TESTING UPON PROJECT COMPLETION TO THE DISTRICT. A COPY OF THIS REPORT SHALL BE PROVIDED TO THE CITY OF NEWPORT BEACH AND COUNTY OF ORANGE. AS BUILT 01/26/2010 COSTA MESA SANITARY DISTRICT TYPICAL TRENCH AND PAVEMENT DETAIL C -7 SHEET 10 OF 16 SHEETS