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S-2012-3.1-3.11SEWER 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. CMSD STANDARD SEWER 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. TELEPHONE: 9491631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA, CA 92627. 9491645 -8400 EXT. 229. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD 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 PLACED 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 P COSTA MESA SANITARY DISTRICT BRISTOL STREET SEWER REPLACEMENT, PHASE 11 CIP PROJECT NO, 129 g I IIII PC ME T 111ii ��p lkTilili 00 "111,111 rol 1WHOPEW61 11 ME IRWD CODE 5517 VICINITY MAP ,N TS 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 DIVISION 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. CONTRACTOR BIDDING THE PROJECT MUST SELF PERFORM THE PIPE BURSTING OPERATIONS, HAVE SUCCESSFULLY COMPLETED AT LEAST 1,500 LINEAR FEET OF SEWER PIPE BURSTING, OR SHALL SUBMIT WITH BID DOCUMENTS THAT THEY WILL USE THE PIPE BURSTING EQUIPMENT MANUFACTURER'S TECHNICAL REPRESENTATIVE TO TRAIN AND SUPPORT FOR PROJECT START UP. SHEET INDEX REVISIONS NO. Undeground Service Alert FORE yQL CALL TOLL FREE 11- 800 -422 -41199 TWO WORKING DAYS BEFORE YOU DIG APPROVAL OF SEWER FACILITIES CODE 5517 APPROVED BY SUPERVISED BY DATE REVIEWED BY DATE C,O ROBIN B. HAMER w RCE NO. 31720 Cy-' EXP. 12/31 /201 S T'9T CIV1�- F OF r.0 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFCRM 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 1 CS -1 TITLE SHEET, VICINITY MAP, NOTES WILL NOT BE ALLOWED TO BEGIN CONSTRUCTION UNTIL AFTER A PRE - CONSTRUCTION 2 CS -2 LOCATION MAP, PUBLIC AGENCIES & UTILITIES, SHEET INDEX, STANDARD SYMBOLS, ABBREVIATIONS, DISTRICT. THE PRE - c.T ENGINEER. 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 BASIS OF BEARINGS, BENCH MARK 16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET , SPECIAL CONSTRUCTION 3 C -1 12" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 23 +91.5 TO STA. 27 +50 REQUIREMENTS ARE To BE USED PER STD. DWG. No. S -110 -A OR S- 110 -8. 4 C -2 12" GRAVITY SEWER MAIN PLAN AND PROFILE, STA. 27 +50 TO STA. 31 +06.46 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE 5 C -3 TRENCH AND PAVEMENT DETAIL 5A C -4 WATER IMPROVEMENTS DEFECTIVE. 6 T -1 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH AT SR73 S/B OFF RAMP 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. N0. 5 -112. 7 T -2 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH FROM SR73 S/B OFF RAMP TO IRVINE AVE. /CAMPUS DRIVE 19. CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY W /NEW LATERAL 8 T -3 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH AT IRVINE AVE. /CAMPUS DRIVE 9 T -4 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH AT IRVINE AVE. /CAMPUS DRIVE PER CMSD STD S -104 -A OR PERFORM CCTV OF EXISTING LATERAL AND PROVIDE VIDEO TO THE COSTA MESA 10 T -5 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH FROM IRVINE AVE. /CAMPUS DR. TO BIRCH STREET SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPAIRED (IF ANY). 11 T -6 TRAFFIC CONTROL PLAN - BRISTOL STREET SOUTH AT BIRCH STREET REVISIONS NO. Undeground Service Alert FORE yQL CALL TOLL FREE 11- 800 -422 -41199 TWO WORKING DAYS BEFORE YOU DIG APPROVAL OF SEWER FACILITIES CODE 5517 APPROVED BY SUPERVISED BY DATE REVIEWED BY DATE C,O ROBIN B. HAMER w RCE NO. 31720 Cy-' EXP. 12/31 /201 S T'9T CIV1�- F OF r.0 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFCRM 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 SATISFACTION 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. CONTRACTOR SHALL PROVIDE STRUCTURAL DESIGN AND CALCULATIONS FOR STEEL PLATES THAT SPAN GREATER THAN 5' -3" UNDER THE DIRECTION OF AND SEALED BY A CALIFORNIA PROFESSIONAL ENGINEER. 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. 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. CONTRACTOR SHALL NOT RECEIVE EXTRA COMPENSATION FOR NIGHT WORK. G IRWD WATER NOTES: Z 23. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF m WORK AT (949) 453 -5300 OR (949) 453 -5615. 24. A PRE - CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL 3- BE HELD ON THE JOB SITE 48 -HOURS PRIOR TO START OF WORK. AS -BUILT IRWD CODE - 5517 06/28/2012 COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 04/22/2012 ROBIN B. HAMERS R.C.E. 31720 DATE COSTA MESA SANITARY DISTRICT I CS -1 PROJECT NO. 129 BRISTOL STREET SEWER SHEET REPLACEMENT, PHASE 11 1 OF�� LOCATION MAP NOT TO SCALE PUBLIC AGENCIES & UTILITIES AGENCY CONTACT PHONE NO. ADELPHIA (TIME WARNER CABLE) JOE BARRIOS 714- 709 -3390 AT &T ILENE KUTZLE 714- 666 -5503 CITY OF NEWPORT BEACH - OPERATIONS GEORGE MURDOCH 949 - 718 -3401 CITY OF NEWPORT BEACH - TRAFFIC SIGNALS GEORGE BERNARD 949 - 644 -3348 CITY OF NEWPORT BEACH - INSPECTOR T.B.D. 949 - 644 -3311 COMCAST CABLE ARNEL GANZON 951 -549 -3977 COSTA MESA SANITARY DISTRICT ROBIN HAMERS 949 - 631 -1731 ELLER MEDIA COMPANY KEVIN KOCIC 310 - 755 -7299 IRVINE RANCH WATER DISTRICT (USA) BRAD JACKSON 949 - 453 -5611 IRVINE RANCH WATER DISTRICT (INSPECTION) MIKE JACK 949 - 453 -5615 MCI DEAN BOYERS 972 - 729 -6322 MESA CONSOLIDATED WATER DISTRICT MARK PELKA 949- 631 -1200 METROPOLITAN WATER - ORANGE COUNTY SUBSTRUCTURES TEAM 213 - 217 -6679 MPOWER COMMUNICATIONS MARK SAWYER 949 - 864 -1664 ORANGE COUNTY WATER DISTRICT CHRIS OLSON 714- 378 -3232 SC EDISON - DISTRIBUTION EDISON OPERATOR 626 - 302 -1212 SC EDISON - TRANSMISSION WALLACE ZIMMERMAN 714 - 973 -5409 SC GAS - DISTRIBUTION DAVE RAND 714 -634 -3034 SC GAS - TRANSMISSION ROSALYN SQUIRES 818-701-4546 TRANSPORTATION CORRIDOR AGENCIES DAVID LOWE 949 - 754 -3488 XO COMMUNICATIONS MATT BERGINE 949- 417 -7841 REVISIONS ■ NO. I DATE I DESCRIPTION Undeground Service Alert FORE ,.oG CALU ,T/O/�LL FREE Uy c 1_800- 422 -4M TWO WORKING DAYS BEFORE YOU DIG STANDARD SYMBLOLS PROJECT CENTERLINE LOCATION 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 BEGIN CURVE EXISTING RIGHT -OF -WAY LINE MANHOLE EXISTING CONCRETE CURB ® EXISTING WATER VALVE MINIMUM FH CABLE TELEVISION EXISTING FIRE HYDRANT (F.H.) NOT A PART v EXISTING WATER METER (W.M.) - SINGLE CATCH BASIN EXISTING WATER METER (W.M.) - DOUBLE NOT TO SCALE EXISTING CATCH BASIN (C.B.) CONCRETE CYLINDER PIPE PROPOSED MANHOLE (M.H.) 0 EXISTING MANHOLE (M.H.) - - - - EXISTING ELECTRICAL OR TELEPHONE VAULT POWER POLE EXISTING TREE COSTA MESA SANITARY DISTRICT EXISTING SHRUBS POINT 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) BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION CPS 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 OGS GPS ADJUSTMENT). ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCE BY 0.999972655. BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED DN 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. �QRUrt�� /ON ROBIN B. HAMERS z w RCE NO. 31720 m EXP. 12/31/2012 �O``j '9T CIV1�- �OF CAS COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 4 f 09/02/2011 ROBIN B. HAMERS R.C.E. 31720 DATE AS -BUILT 06/28/2012 IRWD CODE - 5517 COSTA MESA SANITARY DISTRICT I CS -2 PROJECT NO. 129 SHEET BRISTOL STREET SEWER REPLACEMENT, PHASE 11 2 OF 11 ABBREVIATIONS AB AGGREGATE BASE INV INVERT ABAND ABANDONED IRR IRRIGATION AC ASPHALT CONCRETE LAT LATERAL ASPH ASPHALT PAVEMENT LF LINEAR FEET BC BEGIN CURVE MH MANHOLE BCR BEGIN CURB RETURN MIN MINIMUM CAN CABLE TELEVISION NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE CCP CONCRETE CYLINDER PIPE R PROPERTY LINE CF CURB FACE PP POWER POLE CMSD COSTA MESA SANITARY DISTRICT PT POINT CO CLEAN OUT (SEWER) PVMT PAVEMENT GONG CONCRETE R RADIUS CONT CONTINUOUS RCP REINFORCED CONCRETE PIPE CL CENTERLINE 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 EXIST. EXISTING STA STATION FG FINISHED GRADE STD STANDARD FH FIRE HYDRANT TC TOP OF CURB F M FORCE MAIN TS TRAFFIC SIGNAL FO FIBER OPTICS TYP TYPICAL FS FINISHED SURFACE VCP VITRIFIED CLAY PIPE HPG HIGH PRESSURE GAS HOR (HORIZ) HORIZONTAL VERT VERTICAL WV WATER METER HWY HIGHWAY COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 4 f 09/02/2011 ROBIN B. HAMERS R.C.E. 31720 DATE AS -BUILT 06/28/2012 IRWD CODE - 5517 COSTA MESA SANITARY DISTRICT I CS -2 PROJECT NO. 129 SHEET BRISTOL STREET SEWER REPLACEMENT, PHASE 11 2 OF 11 Lr) Zi + + ZE EXIST. SURFACE OVER SEWER LINE cn LC) Ln o 50 50 ', I I I I �% w m 30 EXIST. 15 VCP SEWER ti + PROPOSED 12" HDPE SEWER USING PIPE BURSTING METHOD 7- 8" VCP SEWER (5-aoo2q) 4 SCALE HORIZ. 1"=20' 23+00__ 24+00 25+00 VERT. I"=4' 26+00 27+00 i _FA mi 30 I(,AIEJANU)--- L_ _j Aly :::::., ........... 4- ------- - - - L, FO- �\Y FO R W CONSTRUCTION NOTES " 7z —24"SD— 24 SD LE L REMOVE EXIS77NG MANHOLE AND CONS7RUCTLAUNCHINGAECEYWNG PIT __S 0 EXIST. IRWD VALVE-, FOR PIPE BURSTING SYSTEM. 24"RW- J ' /ST. �RVID VI T IN PLACE < PRO uj CONSTRUCT 120 HOPE SD 17, IPS PIPE BY PIPE BURSTING METHOD TO REPLACE Lu 36'w 09) 16"HP 16"HPG —1 6"HPG EXISTING 80 VCP SEWER. <) 6" (MWD)— —36"W (MWD)— -100 WITH AMERON T& uj CONSTRUCT 480 MANHOLE PER CWSD STD. DW. NO. S _41 . ... . ... ............ ..... 3�: EXIST. 10" Acp bw + _(�S�-BUI 7117FORMATION I 1w 47' T-LOCK UNER SYSTEM OR APPROVED EQUAL ON MANHOLE WALLS, BASES AND i loc IF Inn uj CHANNELS L42"W 42' 4 iL OR PROTECT EXISTING MANHOLE IN MACE AND CONSTRUCT ACCESS PIT F IA'I C, 10"W- 10"W r _E SI Cr LA CON C1 OF PROTECT EXISTING 160 DOMESTIC WATER PIPELINES IN PLACE TACT CITY BRISTOL STRE Fw -------- qnI NEWPORT BEACH UTILITY DEPARTMENT (ALEX SOTO AT 949-718-3410) PRIOR TO . ....... J CONSTRUCTION. L X w REMOVE TEMPORARY CAP SET DURING SOILS INVESTIGATION. CONSTRUCT PAVEMENT SEC770N (SEE SHEET 5 FOR DETAILS) STA. 23+91.5----' CONSTRUCT ECO—CAST STRUCTURAL GEOPOLYMER UNER OF MANHOLE. C.L. SMI—H7 CIA 0 EXIST 73 'A IR NE AVENU STA. 24+47.G6- C. L. SMH 11 7 AS -BUILT 0 06/28/2012 IRWD CODE - 5517 ..................... ..... REVISIONS Undeground Service Alert COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT c.1 DiSTRICI ENGINEER PROJECT NO. 129 NO. DATE DESCRIPTION VORE CALL TOLL FREE ROBIN B. HAMERS SHEET 06128112RELD CONSTRUCTION CHANGES -800 RICE NO. 31720 1-M-4M O�- EXP. 12/31/2012 BRISTOL STREET SEWER REPLACEMENT, PHASE /1 3 I _ 0910212011 TWO WORKING DAYS BEFORE YOU DIG OF C ROBIN B. HAMERS R.C.E. 31720 DATE OF M b Z W W W i O N W z J REVISIONS N0. I DATE I DESCRIPTION 0612814 FIELD CONSTRUCTION CHANGES Undeground Service Alert OEF ORE Yo CALL: TOLL FREE � G 0 1-800- 422 -4133 TWO WORKING DAYS BEFORE YOU DIG w BIRCH '- TR!EET 36 "W (MWD) BIRCH STREET 16" HPG z; iX CONSTRUCTION NOTES O1 REMOVE EXISTING MANHOLE AND CONSTRUCTLAUNCHINGAECE/VING PIT FOR PIPE BURSTING SYSTEM. 20 CONSTRUCT 12" HDPE SDR 17, IPS PIPE BY PIPE BURSTING METHOD TO REPLACE EXISTING 8' VCP SEWER. O3 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 40 PROTECT EXISTING MANHOLE IN PLACE AND CONSTRUCT ACCESS PIT FOR PIPE BURSTING IF NEDEED 50 RECONNECT SEWER LATERAL PER CMSD STD. DWG NO. S -104 —A WITH FUSION HOPE SADDLE. 6 PROTECT EXISTING IRWD DOMESTIC WATER PIPELINES IN PLACE 1 REMOVE TEMPORARY CAP SET DURING SOILS INVESTIGATION. CONSTRUCT PAVEMENT SECTION (SEE SHEET 5 FOR DETAILS) Al 11 CONSTRUCT ECO —CAST STRUCTURAL GEOPOLYMER LINER OF MANHOLE Uj /ROBIN B. HAMERS\ ' I IZ W RCE N0. 31720 m C_ EXP. 12/31 /2012 C/v�\_ F OF I \F COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 4 f — ROBIN B. HAMERS 09/02/2011 R.C.E. 31720 DATE AS -BUILT 06/28/2012 IRWD CODE - 5517 COSTA MESA SANITARY DISTRICT C -2 PROJECT NO. 129 SHEET BRISTOL STREET SEWER REPLACEMENT, PHASE 11 4 OF 11 n. EXISTING PAVEMENT INSTALL BASE PAVEMENT - - EXIS1. PAVEMENT IN TRENCH ZONE EXIST. PVMNT. =18" ACf w W w z O N w z O N J = Y U U Z Q W 0] w z U o z N W q W m d 18" MINIMUM IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE 24" MIN. • e EXISTING CRUSHED AGGREGATE BASE INSTALL CRUSHED AGGREGATE BASE INSTALL TRENCH BACKFILL 5111m,111 PER SOILS REPORT INSTALL 50% 3/4" MAX. CRUSHED ROCK AND 50% 1 1/2" MAX. CRUSHED ROCK EVENLY MIXED. TYP. TRENCH AND PAVEMENT DETAIL FOR AREAS OF OPEN CUT NOT TO SCALE TRENCH AND PAVEMENT NOTES: 1. THE CONTRACTOR SHALL CONFORM TO THE NOTES AND REQUIREMENTS SHOWN ON THIS DETAIL ALONG WITH CITY OF NEWPORT BEACH STD- 105 -L -B AND ENCROACHMENT PERMIT CONDITIONS, ALL WORK WITHIN COUNTY OF ORANGE BRISTOL ST. RIGHT OF WAY WILL BE CONSTRUCTED PER OC PUBLIC WORKS STD. PLAN 133 -1 -OC. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AND CITY OF NEWPORT BEACH 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 -112 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 AND 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. 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'. AS -BUILT 06/28/2012 IRWD CODE - 5517 REVISIONS Undeground service Alert �o �J 0��� COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT (�'_3 ��� �� DISTRICT ENGINEER PROJECT NO. 129 NO. DATE DESCRIPTION EFOec ROBIN B. HAMERS e roe CALL: TOLL FREE � G? os 2a t FlELD CONSIRUC710N CHANGES Q RCE N0. 31720 m t- eoo -`2z -4 SHEET � EXP. 12/31 /2012 BRISTOL STREET SEWER T ���P 0910212011 REPLACEMENT PHASE 11 5 TWO WORKING DAYS BEFORE YOU DIG F Q °F CA�-�F ROBIN B. HAMERS R.C.E. 31720 DATE OF TRAFFIC REQUIREMENTS: Bristol St. S.: Maintain min. one lane of traffic during working hours. SR 73 Offromp: Maintain min. one lane of offromp traffic at all times during night time working hours. Irvine Ave. /Campus Dr. and Birch St.: Maintain min. one lane of traffic in each direction during night time working hours. Prohibit left turns when in conflict with construction and when left turn visibility is restricted by construction. Working Hours : 9PM TO 5AM All open excavations on public streets shall be back - filled or steel - plated (anti -skid plates) for traffic to the satisfaction of City /County Engineer outside the working hours. Traffic and roadways shall be restored to normal conditions during non - working hours. TRAFFIC CONTROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. All delineators shall be equipped with reflective band at night time. C. The contractor shall notify each public agency at least five working days in advance of implementing any construction detour. D. All signs, delineators, barricades, etc. and their installation shall conform to the State of California Standard Specifications latest edition, the California Manual on Uniform Traffic Control Devices (MUTCD) 2006 Edition. E. Each public agency reserves the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done per MUTCD with the approval of City /County/ Caltrans Engineer. Revised traffic control plans may be required by City /County / Caltrans. Exact location of all equipment and traffic control devices shall be determined by the Engineer. F. Contractor shall notify Orange County Transportation Authority (OCTA) at (714) 265 -4330 or any other affected transit services at least five working days prior to construction. G. All traffic control devices, stripes, markings, legends and raised pavement markers shall conform to 2006 California MUTCD, Caltrans Standard Plans, and Standard Specifications (most recent edition). H. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. I. All traffic lanes shall have a mir..num of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. J. Contractor shall provide flaggers as deemed necessary by Engineer. K. All advanced warning signs shall be equipped with flags during day time working hours and with warning lights at night. L. Traffic signals shall remain in operation at all times. Conflicting traffic signal indications shall be covered and signal operation during each construction phase shall be coordinated with and approved by the City /County Engineer. M. Place additional "LANE CLOSED" (C30) signs on Type II barricades at 150 foot intervals throughout extended work areas in each lane that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists adjacent to the traveled way. N. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor at the end of each work day. 0. Contractor shall replace /repair all damaged striping with temporary striping or raised pavement markers at end of each working day. P. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. Sidewalk closure /detour shall comply with the MUTCD standards. 0. Contractor shall cover or remove all conflicting signs. R. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead" or "Bump" signs, for pavement surface disruptions of 1/2 in. or greater. Pavement disruptions of 1 in. or greater shall have beveled edge of four(4) horizontal to one(1) vertical. S. Contractor shall install "CAUTION STEEL PLATES AHEAD" and /or "ROUGH ROAD" signs in advance of steel plate bridging. LEGEND: F : EXISTING SIGN F NEW SIGN AND POST J( : TYPE TWO BARRICADE H : TYPE THREE BARRICADE • : DELINEATOR WITH WHITE REFLECTIVE TAPE : ARROW BOARD O : SIGNALIZED INTERSECTION --> : DIRECTION OF TRAVEL © : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION : POST NO STOPPING SIGNS O : FLAGGERS �j W20 -1 W20-5(2R) W4-2(R) SC3 �R6 -1 f Q M4 -10 DETOUR ARROW C20 -2 END ROAD WORK C2(B) BIKE LANE CLOSED (CA Code) C9A FLAGGER SYMBOL (CA Code) C20(B) BIKE LANE CLOSED AHEAD (CA Code) C27 w C30 LANE CLOSED (CA Code) C30A SHOULDER CLOSED (CA Code) C31A NO SHOULDER (CA Cede) W1 -6 SINGLE HEAD ARROW SIGN O W20 -1 W20-5(2R) W4 -2(R) MERGE SIGN W4- 7(L /R) THRU TRAFFIC MERGE. LEFT /RIGHT [ �f - I' N.,, --'f -_J\,F- 350' 3.`.O' 350' SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE ORANGE SIGN FACE.) SC3 DETOUR (UP)(CA Code) M4-8a END DETOUR M4 -10 DETOUR ARROW C20 -2 END ROAD WORK C2(B) BIKE LANE CLOSED (CA Code) C9A FLAGGER SYMBOL (CA Code) C20(B) BIKE LANE CLOSED AHEAD (CA Code) C27 OPEN TRENCH (CA Cede) C30 LANE CLOSED (CA Code) C30A SHOULDER CLOSED (CA Code) C31A NO SHOULDER (CA Cede) W1 -6 SINGLE HEAD ARROW SIGN W3 -3 SIGNAL AHEAD W4 -1 MERGE SIGN W4- 7(L /R) THRU TRAFFIC MERGE. LEFT /RIGHT W4 -2 PAVEMENT WIDTH TRANSITION SIGN W9 -2 LANE ENDS MERGE LEFT W11 -1 BICYCLE SYMBOL SIGN W13 -1 ADVISORY SPEED LIMIT W16 -1 SHARE THE ROAD W20 -1 ROAD WORK AHEAD W20- 5(L /R) LEFT /RIGHT LANE CLOSED AHEAD (CA Code) W21 -5b SHOULDER WORK AHEAD SW44(L) SINGLE ARROW (LEFT) (CA Code) R1 -1 STOP R2 -1 SPEED LIMIT SIGN R3 -1 NO RIGHT TURN R3 -7 RIGHT LANE MUST TURN RIGHT R3 -18 NO LEFT /U TURN R4 -7 KEEP RIGHT R4 -8 KEEP LEFT R5 -1 DO NOT ENTER R5 -1a WRONG WAY R6 -1 ONE WAY R9 -3a NO PEDESTRIAN SYMBOL SIGN R41 RIGHT TURN ONLY (CA Code) R49 NO PED CROSSING, USE CROSSWALK (CA Code) R61 LANE -USE CONTROL qGN (CA Code) BRISTOL ST. S. R3 -2 NO STOPPING ANY TIME _ • WI-6(L) IT [� �� C30 I j r/c W4 -2(R) 540' MERGE TAPER KEY MAP _ <--SIR --1 73 = — CAMPUS DR. BIRCH STREET o = _ - - -- - BRISTOL ST. SOUTH ell G° ° PROPOSED SEWER LINE } a i =o U V IRVINE AVE. 1 ' l � — -T- -T— -1— =1 SHEET T -1 SHEET T -2 SHEETS T -3/T -4 SHEET T -5 SHEEP T -6 CONTRACTOR SHALL COORDINATE WITH 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). _ SR73 S/B r �P Y. RAMP C30 T . 270' R6 -1 W4 -1 100' C30A C" W1 -6(L) r/c „a1 540' MERGE TAPER BRISTOL ST. S. AT SR73 SIB OFFRAMP PHA SE I 200' S FT TAP R 4 b — R5 -la _. R6 -1 R5- -S /-B SR73 -FTYY. W20 -1 I 1' f � F w - RAMP - __ $s� 1 -5b• o Q0 — y �o y _ 350' o z ---- -- ' �' � � — �_ —_s_; BRISTOL ST. S. BRISTOL ST. S. W' -' — _ - `� � — LJ 350' � — — G20 -2 Q W20 -1 - W4-91(1 R6 -1 R6 -1 R 1 R a --- \�_ w R6 -1 � a R3 -2 NO STOPPING ANY TIME 2aa' 54 +1 _ � 0 STOPPING ANY TIME 7 _J y \ �10UL C27 Q Em J • • �- .-- -. -- _..____. ____. __._ ___. -_ _--_ _._._ _ _. __ - _ W E'ER R 1 \ _ T -- - _ _- • • • _• --- @3E1-I -__ -- - �3EFI�_ -_ W7 -Ill II _ -_. • __ _ —• - -� —F C2 7I ___ _____i _ ------------------ ,awo___ - -_ —' - _ -_ __ �- C30 12' MIN. C27 —� 2' MIN. ;- . C27 — — - d f j r/c I f r/c r/c r/c Z NO STOPPING ANY TIME � 50 0 50 100 150 ~ W20-1 W20 -5(2L) W4 -2(L) 'N4 ®(R) I aat I R41 o R2 -t(a5) G20 -2 GRAPHIC SCALE 1 " = 50' � AS BUILT 350' 350' 350' 540' MERGE TAPER 270' 540' MERGE TAPER o BRISTOL73Ai.DWGT T1008 -3 06/26/2012 DIGLET CALL QPOFESSipNq PLANS PREPARED BY: DESIGN SPSANITgRr T- ,,. „• TOLL FREE ____ —— __ ����° ��'° K° `�ZC NOV 2008 `` COSTA MESA SANITARY DISTRICT PROJECT NO. 129 6 TRAFFIC CONTROL ENGINEERING, INC. Q s� 1- 800 -227 -2600 y _ BRISTOL STREET SEWER REPLACEMENT, PHA_ SE 11 SHEET NO. 14a TWO WORKING DAYS * M. u-n_Qe * - PROJ EGl N0. ' _.._ - -- -- - -- -- ----- - - - - -- 231 k• IMPERIAL HWY. SUITE 241 TRAFFIC CONTROL PLAN BEFORE YOU DIG ." FULLrRTON, CA 92835 'fir^ Underground Service Alert REV. DATE BY DESCRIPTION G "EIF (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 ��'ORATED BRISTOL ST. SOUTH AT SR73 SIB OFF RAMP of 11 i ANY STOPPING 0 TIME _I c3oAI - _ . cw I C27 r/c 0 R41 0 0 z �o U U Q • W Z -r - - - --- ---- - - --- -- -- - — CONTRA.:: "TOR SHALL PROVIDE FLAGGERS G20 -2 FOR PED. ACCESS DURING SIDEWALK WORK. 200' SHIFT TAPER 0 40:1 BRISTOL ST. S. AT SR73 SIB OFF RAMP PHA SE II TRAFFIC DETOUR PLAN FOR BRISTOL ST. SOUTH TURNING PROHIBITIONS NOT TO SCALE M4-8a CAMPUS DR. IRVINE AVE. M4 -10(R) 1 M4-11)(U BRISTOL ST. NORTH M4 -10(L) CAMPUS DR. IRVINE AVE. M4 -Ba C, � O U BRISTOL ST. SOUTH M4 -10(L) SC3 CAMPUS DR. CAMPUS DR. IRVINE AVE. SEE TRAFFIC CONTROL > IRVINE AVE. PLAN ABOVE. CALL TOLL FREE 800 - 227 -2600 10 WORKING DAYS 3EFORE YOU DIG around Service Alert REV. I DATE I BY F H I DESCRIPTION EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS FLAGGERS Q 1- 111Slolvf N0. 129 � iMrr1C �< CAL 11 �/ 50 0 50 GRAPHIC SCALE 1" 50' PLANS PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447 -6077 FAX (714) 447 -6081 100 1 r �wwl® DESIGN NOV 2008 PROJECT NO CMSD -129 BRISTOL73A2.DWGT T1008 -3 STOP PUT TRAFFIC SIGNAL ON ALL WAY FLASH DURING THIS PHASE OF WORK. GAS STATION a IRVINE AVE. COSTA MESA SANITARY DISTRICT PROJECT NO. 129 BRISTOL STREET SEWER REPLACEMENT, PHASE II TRAFFIC CONTROL PLAN -- BRISTOL ST. SOUTH SIB SR73 OFF RAMP TO IRVINE AVE /CAMPUS DR. J z U Q z g Of 0 F. cy- W 0 0 L- L W J W W (n AS BUILT 06/26/2012 T -2 SHEET 7 OF 11 IV20 -1 1020-5(2L) W4 -2(L) • • • . . • Wt -6(R) —_ F F F W20 -1 W20 -5(2L) W4 -2(L) SEE SHEET T2 FOR TRAFFIC CONTROL PLAN. SOUTH BRISTOL ST N O 9 Z D Z K m i AOA'I ' R5 -1a 150' SHIFT TAPER ® 15:1 R5 -1r R6 -1 -1 R2 -1(45) IRVINE AVE. ® SR39A R49H R3 -1 { C27 COUNTY OF GRAN R3 -11 Z C30 1 c3O II Wl -6(R)E I NO PARKING ANY TIME lei BUS R4 -7 • 3 -16' B Rus STOP ® R47 6.. .� 350' 350' 350' 540' MERGE TAPER 270' 540' MERGE TAPER GAS STATION LEGEND: F EXISTING SIGN F NEW SIGN AND POST J( TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS [� FLAGGERS CALL - TOLL FREE 800 - 227 -2600 10 WORKING DAYS 3EFORE YOU DIG 3rovnd Service Alert REV. DATE I BY W G20 -2 I s Alp QN RS -1a JV�Y RS -1 t � 300' SHIFT TAPER ® 30:1 ' -1 I R318iR3 -1 CAMPUS DR. :271 C30 zo I C30 — — — �-- W I 7 =6(L) R4 +8 IR3 -18 I R3-1 U 1-1 r, V. PA- OF Ol`dAN6€ � CITY OF NEW R T 8 C O 3_1 R3 -1e � — — �— — — Ix � 1 1 �I SEE DETOUR PLAN ON SHEET T -2. PUT TRAFFIC SIGNAL ON ALL WAY FLASH D RING THIS P ASE OF WORK R3 -7(L) � r All, �1 a DESCRIPTION R3 -'7(L) G20 -2 W9 -.(L) { I I I C30 IC9A • IR3 -18 i O BRISTOL ST. SOUTH @ CAMPUS DR. /IRVINE AVE. 540' MERGE TAPER 270 R9 3a -- W20 -1 CAMPUS DR. Q R1 -1 t18 NO PARKING ANY TIME { R41 w R3 -1 Z R3 -7(R) IC30 • IC30 I� 6(0 — — — • 9O' GA? �— — — — — - G=IC3o RAISED MEDIAN R6 -1(R) RAISED MEDIAN R6 -1(R) R6 -1(R) R6- 1(R) R3 -18 NO PARKING ANY TIME R A 5 -1 'a I FFF I I I I I I BRISTOL ST. NORTH OCAHOEAD C2(B): BCLOSED E SW44(L): W20- 5(2R): (CA Code) (CA Code) C9A: O �'—� W21 -5b: HouLOE (CA Code) W1 -6(L): AHEAD SC3: DETOUR Q W4 -2(R): (CA Code) R3 -1: C 03ED (CA Cod) AHEAD W11 -1: (CA Cod e RIGHT Dw R3 -7: MUST RN RIG OPE W13- 1(35): [325 CA C (CA Code) SHARE R3 -18: W16 -1: THE LANE ROAD 10tj C30: cLOSEO (CA Code) <AHEAD �1 AD R61: -" W20 -1: RK I r (CA CODE) C3OA: SHOULDER (CA Code) CLOSED M4 -10: pErouR RIGH W20 -5(R): aosNED END G20 -2: ROAD WORK AHEAD M4 -8a: DETOUR BRISTOL73C.DWGT T1008 -3 q F ESS /p PLANS PREPARED BY: DESIGN 4�p n41 o kD 4( y TRAFFIC CONTROL ENGINEERING, INC. NOV 2008 r N0. 14M A '2 -3' a * 231 C. IMPERIAL HWY. SUITE 241 PROJECT N0. e o� FULLERTON, CA 92835 CAU7 (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 LLJ Z J U Q QUAIL ST. 50 0 50 100 150 GRAPHIC SCALE 1" _- 50' 540' MERGE TAPER 350' 350' 350' W11 -1 C20(8) C2(8) W16 -1 W4 -2(R) W20 -5(2R) W20 -1 en. 1 J J J J — -I1 C30 — — — —•F — — •— — — RAISED MEDIAN - - -- W4-2(R) W20 -5(2R) W20 -1 r rvv m�rrirv� wvr urnn R2 -1(45) _1 COSTA MESA SANITARY DISTRICT PROJECT NO. 129 BRISTOL STREET SEWER REPLACEMENT, PHASE II TRAFFIC CONTROL PLAN BRISTOL ST. SOUTH @ CAMPUS DR. /IRVINE AVE. AS BUILT 06/26/2012 T -3 SHEET 8 11 W20 -1 W20 -5(2L) W4 -2(L) q F i i I — _ — — W1 -6(R) W20 -1 W20 -5(2L) W4 -2(L) UAIL ST. W20-1 CAMPUS DR. NO PARKING ANY TIME / I x I / I x I roc I x I r/c NO STOPPING ANY TIME R2 -1(45) -- �— R3 -18 I`-R6-I(R)_ - -- R6 -1(R) RAISED MEDIAN R6-1(R) C30 11 _9D' GAP— — — — v 540' MERGE TAPER LEGEND: t EXISTING SIGN F NEW SIGN AND POST X TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ® POST NO STOPPING SIGNS O FLAGGERS ® : CLOSE BUS STOP W BRISTOL ST. SOUTH Q 200' TAPER R3 -7(L) R5 -ta R3- F W3 -3 R3-7(L) F NO STOPPING ANY TIME ) R5 -1 y R6 -1 R3 -18 w ` - z �^ s.JS CmI - - J _ C30 I C30 I -?n�c3o I _. tE'I +2 m ie.00 C30 4014-6(R) -- _ .. - _. -..v a .. ___.—L w1 I -- C( a 017 U - - -- - -- - > NO STOPPING ANY TIME . Fi 1 ' R2 -1(45) I — ��---- --a�_ • D3G I C30—__ —_— _.- -- W3 -3 f pJJT�j R5 -10 R6 -1 I RS -1 R3-1 � -- RAISED MEDIAN O—• �I — — — — - .3°I . — • — — . -- Wl, 8(R�I� -46d� -- -- — -- — — — — Slip -- RI -1 r$ ) NO PARKING ANY TIME R41 ` W20 -1 g 270• 540' MERGE TAPER w2 0-1 CAMPUS DR. MATCH LINE B W !I II 11 II q W 0 0 0 ° R3 -18 M r I T �TIT,T M BRISTOL ST. SOUTH @ IRVINE AVE. /CAMPUS DR. 1 1 S l l (NIGHT WORK) 540' MERGE TAPER W20-1 W20 -5(L) r W4 -2(L) \\ • • 54 �Y W13 -1(45) T w — 2640. i i W1 -6(R) ) APER w r, i . a i r 7500' o W i • O PUT TRAFFIC SIGNAL SR39A ON ALL WAY FLASH DURING THIS PHASE OF WORK. U 1ODO' S'R3 n� i 0 S/B 0 o Z —�—�— 1 a = _- 3ae. - R� SHIFT TAPER f p BRISTOL ST. SOUTH W �' - ' - `- •- --- - - - - -- -- W o z I .— W13 -1 ----- 0 0 1 R5 -,a -1 R5- • W1 -6(�I M7 U W20 -1 - - R6 i R6 -1 R3 -2 NO STOPPING ANY TIME -- 0 STOPPING ANY TIME - R66 R6 -1 • - I — — — — — — — — —� — c30 c30 I w1 r (R) I [® — — — •— •— I .— • r— —— — — — �7 �~ 12' MIN. • -- Q f f W4 -2(R)) r/c - r/c r/c N W W20 -1 W20 -5(2L) ® W4-2(L) Rat Rat z a Q w 1 z W BRISTOL ST. NORTH D -1 R5 - I R 1a r/c R3 -18 N' ' - C30I R3 -18I / 113 -181 I R411 R3-21 I f R9 -3a MAINTAIN PED. XING WITH FLAGGERS DURING INTERSECTION WORK. INN C30 I • C30I Ed z I Q ® BRISTOL ST. SOUTH S T R3 -7(L) U R2- 1(45) 18 } 0 1 -� W-11 - 25 6. 3 00 .aU - - -'--•- - --- -� R 2 C30 — C2 CC R4-7 --� 14' MIN. m NO STOPPING NO STOPPING f G20 12 R81 ANY TIME ANY TIME R81 5W44(L) R2 -1(45) H H R 18 • s STOP® < GAS3AErA$ICd1`TION r IN Y F F 0 ° 1y IJO I i Ln 3 / 8(R) tI H 1 270' tl F-I C301 I w F W Q •1 I a w o Y (7 a w o N I I 350' W (L) : : I I W4 -2(L) 00-1 350 -- 00 - I W20_ (2L)II -i - 50 0 50 100 150 w20 -5(2L) I LT 350' 350' 350' 540' MERGE TAPER 270 z 540' MERGE TAPER 1T T 350' GRAPHIC SCALE 1" = 50 0 °- �~ - W20-1 06/26/2012 BRISTOL73b.DWGT T1008 -3 -� DI-SIGN COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -4 DIG��RT TOLL FREE - - - _ - -- QROVESS/ N PLANS PREPARED BY: �� SANiiq�y - _ - — - — - -- y�� °�'J' ° k` fyi TRAFFIC CONTROL ENGINEERING, INC. NOV 2008. °sA_ BRISTOL STREET SEWER REPLACEMENT, PHASE 11 SHEET 1- 800 - 227 -2600 - - _ - — m * � : -� � * PROJECT N0. " ` 9 TWO WORKING BEFORE YOU DIG ��'+rf " 1° �a \e FUl- LERTIM ERAL92WY. SUIFE 241 Tyco , t TRAFFIC CONTROL PLAN Underground Service Alert _ - -- - Or CALIF (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �ORATF� BRISTOL ST. SOUTH @IRVINE AVE. /CAMPUS DR. OF 11 REV. DATE BY DESCRIPTION W W o z I 0 0 1 U 1 U I I R2 -1(45) G20 -2 BRISTOL ST. NORTH D -1 R5 - I R 1a r/c R3 -18 N' ' - C30I R3 -18I / 113 -181 I R411 R3-21 I f R9 -3a MAINTAIN PED. XING WITH FLAGGERS DURING INTERSECTION WORK. INN C30 I • C30I Ed z I Q ® BRISTOL ST. SOUTH S T R3 -7(L) U R2- 1(45) 18 } 0 1 -� W-11 - 25 6. 3 00 .aU - - -'--•- - --- -� R 2 C30 — C2 CC R4-7 --� 14' MIN. m NO STOPPING NO STOPPING f G20 12 R81 ANY TIME ANY TIME R81 5W44(L) R2 -1(45) H H R 18 • s STOP® < GAS3AErA$ICd1`TION r IN Y F F 0 ° 1y IJO I i Ln 3 / 8(R) tI H 1 270' tl F-I C301 I w F W Q •1 I a w o Y (7 a w o N I I 350' W (L) : : I I W4 -2(L) 00-1 350 -- 00 - I W20_ (2L)II -i - 50 0 50 100 150 w20 -5(2L) I LT 350' 350' 350' 540' MERGE TAPER 270 z 540' MERGE TAPER 1T T 350' GRAPHIC SCALE 1" = 50 0 °- �~ - W20-1 06/26/2012 BRISTOL73b.DWGT T1008 -3 -� DI-SIGN COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -4 DIG��RT TOLL FREE - - - _ - -- QROVESS/ N PLANS PREPARED BY: �� SANiiq�y - _ - — - — - -- y�� °�'J' ° k` fyi TRAFFIC CONTROL ENGINEERING, INC. NOV 2008. °sA_ BRISTOL STREET SEWER REPLACEMENT, PHASE 11 SHEET 1- 800 - 227 -2600 - - _ - — m * � : -� � * PROJECT N0. " ` 9 TWO WORKING BEFORE YOU DIG ��'+rf " 1° �a \e FUl- LERTIM ERAL92WY. SUIFE 241 Tyco , t TRAFFIC CONTROL PLAN Underground Service Alert _ - -- - Or CALIF (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �ORATF� BRISTOL ST. SOUTH @IRVINE AVE. /CAMPUS DR. OF 11 REV. DATE BY DESCRIPTION W (L) : : I I W4 -2(L) 00-1 350 -- 00 - I W20_ (2L)II -i - 50 0 50 100 150 w20 -5(2L) I LT 350' 350' 350' 540' MERGE TAPER 270 z 540' MERGE TAPER 1T T 350' GRAPHIC SCALE 1" = 50 0 °- �~ - W20-1 06/26/2012 BRISTOL73b.DWGT T1008 -3 -� DI-SIGN COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -4 DIG��RT TOLL FREE - - - _ - -- QROVESS/ N PLANS PREPARED BY: �� SANiiq�y - _ - — - — - -- y�� °�'J' ° k` fyi TRAFFIC CONTROL ENGINEERING, INC. NOV 2008. °sA_ BRISTOL STREET SEWER REPLACEMENT, PHASE 11 SHEET 1- 800 - 227 -2600 - - _ - — m * � : -� � * PROJECT N0. " ` 9 TWO WORKING BEFORE YOU DIG ��'+rf " 1° �a \e FUl- LERTIM ERAL92WY. SUIFE 241 Tyco , t TRAFFIC CONTROL PLAN Underground Service Alert _ - -- - Or CALIF (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �ORATF� BRISTOL ST. SOUTH @IRVINE AVE. /CAMPUS DR. OF 11 REV. DATE BY DESCRIPTION I' fy LL O _J O 0_ Z F O W U w = U W LEI Q N � LEGEND: 1 : EXISTING SIGN F : NEW SIGN AND POST X : TYPE TWO BARRICADE �+ : TYPE THREE BARRICADE • : DELINEATOR WITH WHITE REFLE :K4 ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING SIGN __....._ __.._...__.._.. POST NO STOPPING SIGNS FLAGGERS CLOSE BUS STOP BRISTOL ST. SOUTH CAMPUS DR. //Y BRISTOL73D.DWGT T1008 -3 50 0 50 100 150 GRAPHIC SCALE 1" = 50' AS BUILT 06/26/2012 DIG CALL — ___ oQPO10sskoN�` PLANS PREPARED BY: DESIGN �SPSANiTggy COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -5 TOLL FREE ---- -- - - -- - - - - - -- - -- — aoo— z2� —zsoo - �Q ' ''FF''° CONTROL ENGfNEERrNG, INC. NOV 2 008 - BRISTOL STREET SEWER REPLACEMENT, PHASE 11 SHEET w - _ TWO WORKING DAYS - - -- * rar. �"�> * PROJECT NO. 0 z31 F. IMPERIAL HWY. suiTF z41 TRAFFIC CONTROL PLAN — BRISTOL ST. SOUTH BEFORE YOU DIG N'vf '"""` ���: FULLrRTON, CA 92835 �yo� - �° Underground Service Alert REV. DATE BY DESCRIPTION OALIf (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �oRA�Ea IRVINE AVE. /CAMPUS DR. TO BIRCH ST. _. OF 11 i I I G20 -2 — (• —n�s A.r. 1 — W20- 1 W20-5(L) 350' 350' 350' R2 -1(40) • C30 !L 350' MERGE TAPER LEGEND: I EXISTING SIGN NEW SIGN AND POST Ji TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD O SIGNALIZED INTERSECTION fl'Iri�CT'iC45 '3T '1rAx4pL_ © : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS FLAGGERS CLOSE BUS STOP GAS STATION 150' SHIFT TAPER F NO STOPPING ANY TIME R3 -7(R) 150' SEE SHEET T5 FOR TRAFFIC CONTROL PLAN. BRISTOL ST. SOUTH ®RG5 STOP I- 114• RS -1 R6 -1 R81i L!L j Rs_I BRISTOL ST. N. i1 =1L= j R49 — C30 030 J 0.6 G27 1 - • 167 ' I 14-7c .i ♦ R3 -18 F R6 -1 OM1 -3 Z 0 G20 -2 ' I • I' I . PUT TR ON ALL THIS P1 NO STOPPING ANY TIME J \� R49 I S _ R3 -18 • _ _ I•I R4 -70 .�27a 1 NO STOPPING ANY TIME G20 -2F R6 -1(L) } R5 -1 R5 -10 I-_4 R5-1 � �R ©,a SIGNAL Q —NORTH FLASH DUPING I OF WORK. z 0 z III' I m I III I ( I i • I z 0 II z n ® I ( z ti 350' OILY ONLY I I ONLT OKT W20 -1 I I BRISTOL ST. SOUTH AT BIRCH ST. (NIGHT WORK) 350' MERGE TAPER t 350' 350' 350' BIRCH ST. NO STOPPING ANY TIME p�l NO PARKING ANY TIME 4 NO PARKING ANY TIME • 1 NO PARKING ANY TIME f W3 -3 IRVINE AVE. MAY BE UNDER CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH GRIFFITH CO. (CONTRACTOR FOR IRVINE AVE. WIDENING PROJECT) FOR TRAFFIC CONTROL DURING INTERSECTION WORK. W20 -5(R) W20 -1 N.PAT. 1 r/c 1 NO PARKING ANY TIME 50 0 50 100 150 AS BUILT GRAPHIC SCALE 1" = 50' BRISTOL73E.DWGT T1008 -3 06/26/2012 DIGTOLL CALL QV'Q ESS /pd+ PLANS PREPARED BY: DESIGN PSpNITgRy COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -6 MUnderground TOLL FREE e o�N r` �y OCT 2008 N °1- 800 - 227 -2600 TRAFFIC CONTROL ENGINEERING, INC. BRISTOL STREET SEWER REPLACEMENT, PHASE 11 S"E�T PROJECT N0. TWO WORKING DAYS * °� * TRAFFIC CONTROL PLAN 231 E. IMPERIAL HWY. SUITE 241 BEFORE YOU DIG ' + 1f'"'T" �` FULLERTON, CA 92835 'T'` Service Alert REV. DATE BY DESCRIPTION _ OF GAL1f (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �GpORM BRISTOL ST. -SOUT L-AT BIRCH - ST- __ OF 11 - III�_BUS STOP o CONTRACTOR SHALL PROVIDE 0 -2 I I FLAGGERS FOR PED. XING Q- 0 DURING INTERSECTION WORK. g i y < a 396' SHIFT TAP R ® 16.5:1 L —1 R81 I ,•' NO STOPPING ANY TIME J \� R49 I S _ R3 -18 • _ _ I•I R4 -70 .�27a 1 NO STOPPING ANY TIME G20 -2F R6 -1(L) } R5 -1 R5 -10 I-_4 R5-1 � �R ©,a SIGNAL Q —NORTH FLASH DUPING I OF WORK. z 0 z III' I m I III I ( I i • I z 0 II z n ® I ( z ti 350' OILY ONLY I I ONLT OKT W20 -1 I I BRISTOL ST. SOUTH AT BIRCH ST. (NIGHT WORK) 350' MERGE TAPER t 350' 350' 350' BIRCH ST. NO STOPPING ANY TIME p�l NO PARKING ANY TIME 4 NO PARKING ANY TIME • 1 NO PARKING ANY TIME f W3 -3 IRVINE AVE. MAY BE UNDER CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH GRIFFITH CO. (CONTRACTOR FOR IRVINE AVE. WIDENING PROJECT) FOR TRAFFIC CONTROL DURING INTERSECTION WORK. W20 -5(R) W20 -1 N.PAT. 1 r/c 1 NO PARKING ANY TIME 50 0 50 100 150 AS BUILT GRAPHIC SCALE 1" = 50' BRISTOL73E.DWGT T1008 -3 06/26/2012 DIGTOLL CALL QV'Q ESS /pd+ PLANS PREPARED BY: DESIGN PSpNITgRy COSTA MESA SANITARY DISTRICT PROJECT NO. 129 T -6 MUnderground TOLL FREE e o�N r` �y OCT 2008 N °1- 800 - 227 -2600 TRAFFIC CONTROL ENGINEERING, INC. BRISTOL STREET SEWER REPLACEMENT, PHASE 11 S"E�T PROJECT N0. TWO WORKING DAYS * °� * TRAFFIC CONTROL PLAN 231 E. IMPERIAL HWY. SUITE 241 BEFORE YOU DIG ' + 1f'"'T" �` FULLERTON, CA 92835 'T'` Service Alert REV. DATE BY DESCRIPTION _ OF GAL1f (714) 447 -6077 FAX (714) 447 -6081 CMSD -129 �GpORM BRISTOL ST. -SOUT L-AT BIRCH - ST- __ OF 11 -