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S-2012-4.1-4.9COSTA MESA SANITARY DISTRICT SYSTEM WIDE SEWER RECONSTRUCTION GENERAL 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. 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 RAISED TO GRADE PER STD. DWG. NO. S -105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S -110 -A OR S- 110 -8. 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S -112. 19. CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY W /NEW LATERAL PER CMSD STD S -104 -A OR PERFORM CCTV OF EXISTING LATERAL AND PROVIDE VIDEO TO THE COSTA MESA SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPAIRED (IF ANY). All footages shown for CIPP and for replacement are based on CCTV of existing sewers and best available estimating methods. NO EXTRA WORK WILL BE GRANTED FOR EACH LOCATION UNLESS MORE THAN 2' EXTRA LENGTH IS REQUIRED FOR CIPP OR FOR REPLACEMENT. EXTRA WORK FOOTAGE WILL BE TOTAL EXTRA FOOTAGE LESS 2'. All locations are all inclusive of work needed to perform the repair. REVISIONS NO. I DATE Undeground Service Alert a�F °RE yo CALL: TOLL FREE L 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG PHASE 1 gi;r li� I i MSA. ITS 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. NOTES - SEWER IS 8" VCP UNLESS SHOWN OTHERWISE - CONTRACTOR TO RE -OPEN ALL LATERALS AND WYES THAT ARE NOT CLEARLY CAPPED. 2 15 +88 REFERS TO 4' MIN. REPAIR AT STATION SHOWN 2 144' N N LO o REFERS TO WYE. DO NOT OPEN -- REFERS TO LATERAL. DO OPEN MH 102414 -- REFERS TO MANHOLE ID BASED ON CMSD GIS SYSTEM 3 +50 REFERS TO SEWER MANHOLE STATION 5.4(46.17) 5.4 REFERS TO DEPTH OF SEWER (46.17) REFERS TO SEWER INVERT ELEVATION REFERS TO LENGTH OF REPAIR (144') AT STATION SHOWN C� � j ROBIN B. HAMERS z W RCE NO. 31720 M d EXP. 12/31/2012 0) 9T C I V I L F OF CAL \F� 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 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 1' UCPON BMP'S. 22. CONTRACTOR SHALL NOT RECEIVE EXTRA COMPENSATION FOR NIGHT WORK. CONTRACTOR TO PREPARE, SUBMIT AND OBTAIN APPROVAL OF TRAFFIC CONTROL PLAN TO THE CITY OF NEWPORT BEACH PREPARED BY REGISTERED TRAFFIC ENGINEER PRIOR TO CONSTRUCTION IN AREAS 19,35 & 41. CONTRACTOR TO PREPARE, SUBMIT AND OBTAIN APPROVAL OF TRAFFIC CONTROL PLAN TO THE CITY OF COSTA MESA PREPARED BY REGISTERED TRAFFIC ENGINEER PRIOR TO CONSTRUCTION IN AREAS 2, 5, 9, 11, 13, 14, 15, 28, 30, 34, 36, 38, 40, 43, 48, 49, 66, 67. CONTRACTOR TO PROVIDE TRAFFIC CONTROL BASED ON 2009 WORKAREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL) FOR REMAINING AREAS. COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER ROBIN B. HAMERS R.C.E. 31720 i7if AS -BUILT 02/10/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 185 1 SYSTEM WIDE SEWER RECONSTRUCTION- PHASE 1 OF 9 PUBLIC AGENCIES & UTILITIES AGENCY CONTACT PHONE N0. 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 EXISTING PAVEMENT COSTA MESA SANITARY DISTRICT ROBIN HAMERS 949- 631 -1731 ELLER MEDIA COMPANY KEVIN KOCIC 310 - 755 -7299 IRVINE RANCH WATER DISTRICT BRAD JACKSON 949 - 453 -5611 w z � o N MCI DEAN BOYERS 972 - 729 -6322 MESA CONSOLIDATED WATER DISTRICT MARK PELKA 949- 631 -1200 METROPOLITAN WATER - ORANGE COUNTY SUBSTRUCTURES TEAM 213 - 217 -6679 w z MPOWER COMMUNICATIONS MARK SAWYER 949- 864 -1664 0 N ORANGE COUNTY WATER DISTRICT CHRIS OLSON 714- 378 -3232 = Y U U Z Q LLJ SC EDISON - DISTRIBUTION EDISON OPERATOR 626 - 302 -1212 m SC EDISON - TRANSMISSION WALLACE ZIMMERMAN 714- 973 -5409 SC GAS - DISTRIBUTION DAVE RAND 714- 634 -3034 SC GAS - TRANSMISSION ROSALYN SQUIRES 818-701-4546 Z 0 0 z TRANSPORTATION CORRIDOR AGENCIES DAVID LOWE 949 -754 -3488 N o w y XO COMMUNICATIONS MATT BERGINE 949- 417 -7841 a m INSTALL BASE PAVEMENT IN TRENCH ZONE I 18 " MINIMUM TO IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE N T z_ 24' MIN. 6 Ill EXIST. PAVEMENT EXISTING CRUSHED AGGREGATE BASE INSTALL CRUSHED AGGREGATE BASE INSTALL TRENCH BACKFILL 6" MIN. 8" MAX. 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 COSTA MESA STD. NO. 813 AND ENCROACHMENT PERMIT CONDITIONS. 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 -133 -PG 64 -10 AND CONFORM TO THE GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 40C -4. THE COMPACTION OF BACKFILL AND AGGREGATE BASE SHALL BE INSPECTED AND APPROVED BY THE COSTA MESA SANITARY DISTRICT PRIOR TO THE INSTALLATON 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 -FE.ET 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 ". STANDARD SYMBLOLS CE CENTERLINE W EXISTING WATER LINE - SIZE AS INDICATED INV PROPOSED SEWER LINE - SIZE AS INDICATED S S EXISTING SEWER LINE - SIZE AS INDICATED —SD EXISTING STORM DRAIN - SIZE AS INDICATED ASPH - 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 NOT TO SCALE EXISTING CONCRETE CURB R ® EXISTING WATER VALVE PP FH CMSD COSTA MESA SANITARY DISTRICT EXISTING FIRE HYDRANT (F.H.) CO EXISTING WATER METER (W.M.) - SINGLE PAVEMENT -� EXISTING WATER METER (W.M.) - DOUBLE R EXISTING CATCH BASIN (C.B.) CONTINUOUS PROPOSED MANHOLE (M.H.) CE 0 EXISTING MANHOLE (M.H.) DIA EXISTING ELECTRICAL OR TELEPHONE VAULT REQUIRED EXISTING TREE R/W EXISTING SHRUBS DRAWING DETAIL NUMBER eDENOTES 6 DENOTES SHEET NUMBER TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) SD STORM DRAIN DENOTES APPROXIMATE HORIZONTAL POSITION OF SHT SHEET EXIST. UTILITY CROSSING (IN PROFILE) AS -BUILT 02/10/2012 REVISIONS I? FESS /pN9 COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION FORe y DISTRICT ENGINEER PROJECT NO. 185 eE o o� CALL: TOLL FREE ROBIN B. HAMERS �? 1-800 -422 -4199 W RCE NO. 31720 m 2 EXP. 12/31/2012 SYSTEM WIDE SEWER s) C, RECONSTRUCTION- PHASE 1 TWO WORKING DAYS BEFORE YOU DIG 9 wF CA��F�� ROBIN B. HAMERS R.C.E. 31720 DATE of 9 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 COP 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 CONC CONCRETE R RADIUS CONT CONTINUOUS RCP REINFORCED CONCRETE PIPE CE 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 VOID VITRIFIED CLAY PIPE HPG HIGH PRESSURE GAS VERT VERTICAL HOR (HORIZ) HORIZONTAL WM WATER METER HWY HIGHWAY AS -BUILT 02/10/2012 REVISIONS I? FESS /pN9 COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION FORe y DISTRICT ENGINEER PROJECT NO. 185 eE o o� CALL: TOLL FREE ROBIN B. HAMERS �? 1-800 -422 -4199 W RCE NO. 31720 m 2 EXP. 12/31/2012 SYSTEM WIDE SEWER s) C, RECONSTRUCTION- PHASE 1 TWO WORKING DAYS BEFORE YOU DIG 9 wF CA��F�� ROBIN B. HAMERS R.C.E. 31720 DATE of 9 E E9 ANA Iel� To", p 12 f10 •� j' • Fyn ra1 �0 �I 77 165 REVISIONS u o. 34 1 1 T I i i 19 II 7r 55 ■ NO. I DATE I DESCRIPTION 1 Undeground Service Alert CALL: TOLL FREE 1- 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG ROBIN B. HAMERS RCE NO. 31720 EXP. 12/31/2012 qCivic s OF COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER PROJECT NO. 185 SYSTEM WIDE SEWER 3 RECONSTRUCTION= PHASE 1 ROBIN B. HAMERS R.C.E. 31720 DATE OF 9 0 N N 1434 C%j 10 'T4.ia M C81 rd i / u 3 f I N - 445 , �swaNr — to 2+ 6 MH 1028 IS LOCATED IN SIDEWALK APPROX. 2' BEHIND THE CURB 4.6 (79.31) N + + + + to -119 1, MH 104420 lV 1 12+40 6 AVE. - 0 12+37 . 00) rg:Z C." m -IT i2 +34 40 V o IT to to 0 11+85 2 11+90 O 54,67 0 %T 39 V 42 11+40 3 11+26 38 O %43 11+ to 10+78 I P. t 04 F 31 CMSD ATLAS NO. 136 tj ' 011, 1�1- Is F 10 — 541 F 561 CMSD A TLAS NO. 14C 1 F 03 6 ] CMSD ATLAS NO. 1361137 FMH 102438 9+08 CITY OF NEWPORT BEACH GENERAL SERVICES YARJ465 + 7: 1540 11550 8+40 1 -4 7489 9 7+42 7+15 z 6 +92 6+65 6+45 6+14 5+64 54071 5+10 1179 CMSD ATLAS NO. 140 CV (1�4 + 3+ 4­� _4+ 4 2't65 Ile) 16185 71 16' w 168116&11 MH 103 74 1A 9 1663 r po 0 �'92 "1040 4+ om fl- C) N 7� , '.7 t T6 q p EWER' LINEN LOVtTm k. N- 7�7\ + Ow'�Ck. N Uj It) 3 t,,... _ ql� — to 2+ 6 MH 1028 IS LOCATED IN SIDEWALK APPROX. 2' BEHIND THE CURB + + + + to -119 1, 10 t,11599 I J ORANG4 AVE. - 03 6 ] CMSD ATLAS NO. 1361137 FMH 102438 9+08 CITY OF NEWPORT BEACH GENERAL SERVICES YARJ465 + 7: 1540 11550 8+40 1 -4 7489 9 7+42 7+15 z 6 +92 6+65 6+45 6+14 5+64 54071 5+10 1179 CMSD ATLAS NO. 140 CV (1�4 + 3+ 4­� _4+ 4 2't65 Ile) 16185 71 16' w 168116&11 MH 103 74 1A 9 1663 r po 0 �'92 "1040 4+ om fl- C) N 7� , '.7 t T6 q p EWER' LINEN LOVtTm k. N- 7�7\ + Ow'�Ck. N Uj It) 3 t,,... ATLAS NO. 149 SEWER LINE IS LOCATED IN SIDEWALK APPROX. 2' BEHIND THE CURB 17 Lu to 54,67 7 %T d. L. I I L Vi& 7 T7 .. . ..... ...... ... .... f r Tu N ATL AVE ls-,93II: 2- 29,-, P4 m 4 41 v, 1 53 CMSD A TLAS NO. 138 m r�N MH 10290' WESTMINST . ........ . . .. ....... ... CMSD ATLAS NO. 140 fir! F51] CMSD ATLAS NO. 137 OLE) 4 lof 18 I CMSD ATLAS NO. 135 [25 _j CMSD ATLAS NO. 139 4 LEILA LN. IS ON CITY OF NEWPORT BEACH HOSPITAL RD. IS ON CITY OF NEWpOf?T BEACH MORATORIUM LIST 7 MORATORIUM LIST SEWER IS LOCATED IN PARKWAY AC 53TRIP OUTSIDE CONCRETE CONSTRUCTION NOTES DRIVEWAY LANE REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CfPP METHOD. CONSTRUCT SEWER SPOT REPAIR AT LOCATION OR FOR DISTANCE SHOWN MH 1029191I BY CIPP METHOD (4- MIN. UNLESS SHOWN OTHERWISE). I.: N I 1 6 �n-, in 0 0) — + 3 REMOVE AND RECONSTRUCT EXISTING 80 VICP SEWER LINE. F 57] CMSD ATLAS NO. 138 6t60NW 8 S,E, Ofoo O+i7 . 30 RE, I.t60 9.983,89 N'W .1 a S.E __j .9i85.87)N.E' SANTA ANA s N MH 102972 M w! 8, 4u NEWPO SEWER LINE IS LOCATi U) ----j 7.3' NE'L Y OF C. L. (� 9 +i #Ci ...... A L 0 7' i6 60 (85.97) MH 103046 10 F Z] CMSD ATLAS NO. 138 Ilk 0 r 12 7 \< x aii X� Lo* x ?8 N �x 00 Z� ......... FA N 11 I CMSD ATLAS NO. 149 SEWER LINE IS LOCATED IN SIDEWALK APPROX. 2' BEHIND THE CURB 0+64 + +1 - - w ; 90 13FS: A4 + 4.7(95. 0+85 i j 4 �� �1�1 I S P �� 4 REHABILITATE SEWER LINE BY CIPP METHOD. 00 /.y_.: 6 3 CV) 0+98 12+10 OPTION A— FULL LENGTH FROM MANHOLE TO MANHOLE �3 0 12+08 15810 OPTION B— SPOT REPAIR BY CIPP METHOD (4' MIN.) 115 60 tq 158:2 D2 115�86 ,,�3T 'Q: 4 41 R5621 REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP METHOD J Lr . . .... ..... .... 0 0 .......... AFTER COMPLETION OF ITEM 3 AND CLEANING DIP PORTION OF SEWER BY IMPACT CMSD ATLAS NO. 140 CUTTER FROM STA. 8+19 TO STA. 8+32. CMSD A TLAS NO. 146 AS-BUILT E 0 REMOVE AND RECONSTRUCT EXISTING 120 VCP SEWER LINE. 02/10/2012 REVISIONS Undeground Service Alert FESS/O COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET NO. DATE DESCRIPTION �ORE CALL- TOLL FREE Co ROBIN E3. HAMERS DI SIR ICT ENGINEER PROJECT NO. 185 4 "00-422-4133 (21 RCE NO. 31720 M SYSTEM WIDE SEWER C� EXP. 12/31/201 C V RECONSTRUCTION- PHASE I TWO WORKING DAYS BEFORE YOU DIG OF C MERS R.C.E. 31720 DATE OF 9 O Co OD Co qQ 761 !84 19th. ST. 0, 0 ttj ro) �o _g++ 14 2 IC, 76 3446 74 1816 0 zt92 -4 ei f- 1154 50+77 1820 111310 CID 0 '13 181i 4, 114 12 SEWER _1NE LOCATED or— I Now 892886 Cl-i :b 896 888 82 1+50 oo MH 101745 29+70 ui 29+36 z 08 NO 74 2w. 26+68 18th. ST. i fir) Liq [74] CMSD A TLAS NO. 150 36] CMSD A TLAS NO. 150 F 0 0 Fo 10 to 17th. S 21] CMSD A TLAS NO. 153 786 770 760 750 746 + �o Ito + t'- Q s IJE 1 0) CC) on Oil LOCA ED 10' N//0C MH 10 1756, 19th. ST. 00 CC, 0 18406 0 N MH 101814 17+63 all 649 643 3+80 785S to 651 645 OD F5] CMSD ATLAS NO. 152 CMSD ATLAS NO. 152 31 ALLEY 15+17 2 880 18�8 62 [858. 854 50 a 0000 1P CMSD A RAS NO. 154 14+ 1-4 12 MH 101740 ION x 1003 999 993 983 979 973 969 16th 2074 1000 994 984 980 974 970 EMH vo, 040 LLI f/ 14, f9 CONSTRUCTION NOTES /1013 12063 2064 999 993 989 1983 979 973 1969 aa 'Of __T1_014 996 4 980 REHABILITATE FULL LENGTH OF SENN SEGMENT BY CfPP METHOD MH 10 410 (D CONSTRUCT MiER SPOT REPAIR AT LOCA77ON OR FOR DISTANCE SHOW BY CIPP METHOD (4- MIN. UNLESS SHOW OTHERWSE). 32] CMSD A TLAS NO. 155 O� 76 51 jo? MH 10 005 REHABILITATE MiER LINE BY CfPP METHOD. OPTION A— FULL LENGTH FROM MANHOLE TO MANHOLE MH 106031 OPTION B— SPOT REPAIR BY CIPP METHOD (4' MIN.) AS-BUILT REVISIONS FESs COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEE7 Undeground Service Alert DISTRICT ENGINEER NO. DATE DESCRIPTION �ORE PROJECT NO. 185 - t_1 CALL: TOLL FREE ROBIN B. HAMERS G) 1-900-422-4U3 LLI RCE NO. 31720 Q 5 Cf EXP. 12 31 2012 �6" SYSTEM WIDE SEWER clv�\- RECONSTRUCTION- PHASE I TWO WORKING DAYS BEFORE YOU DIG OF C I ROBIN B. HAMERS R.C.E. 31720 DATE OF _ CONSTRUCTION NOTES REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP METHOD CONSTRUCT SEWER SPOT REPAIR AT LOCATION OR FOR DISTANCE SHOWN BY CIPP METHOD (4' MIN. UNLESS SHOWN OTHERWISE). REHABILITATE SEWER LINE BY CIPP METHOD. OPTION A- FULL LENGTH FROM MANHOLE TO MANHOLE OPTION B- SPOT REPAIR BY CIPP METHOD (4' MIN.) ATLAS N0. [E R 60 65 CMSD ATLAS NO. 159 AS -BUILT 02/1 0/2012 REVISIONS Q�OFESs/O� COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION FORE DISTRICT ENGINEER PROJECT NO. 185 a� e roe CALL: TOLL FREE � RoeIN B. HAMERS c U " 1- 800- 4ZZ -41�S W RCE N0. 31720 m 6 X EXP. 12/31 /2012 SYSTEM WIDE SEWER s) ��� RECONSTRUCTION- PHASE TWO WORKING DAYS BEFORE YOU DIG OF CAL�FO� ROBIN B. HAMERS R.C.E. 31720 DATE OF 9 0 N N a 0 [12] CMSD ATLAS NO. 160 0 I MH 105156 y lo- 4 w N 0 0 I o o +t I t t + + + v (f3 IV '36 30 CK F _ ._..__ m Icz ry O w y x O En m s� 9 a ©!3 f ti I I IJ W \N QS CD O 14 14 A O 1 77 2465 — 46 CMSD ATLAS NO. 161 MH 105187 rs ors/ lo- 4 A N C71 4 f N f I so { A r I 12145 v (f3 IV '36 30 CK F _ ._..__ m W 1 1T "3d W _ RAWGF A VF _ Icz ry O w y x O En m s� 9 a ©!3 f ti I I IJ W \N QS CD O 14 14 A O 1 77 2465 — 46 CMSD ATLAS NO. 161 MH 105187 rs ors/ MH 105164 . 46i 20 f goto' so CP 4 ;,02x EN ro 4 n - na m ­['� m r•;e° [31] CMSD ATLAS NO. 160 W 0 I �I 126 i Pl3 R"a 2t 00 f � � ry a N ,2 f N f I so { A r I IV '36 30 F _ ._..__ C31 1 1T "3d W 588.9e m A TUS AV ?- �t O M 1 CA, co w I a _ fJ 497 4;r?p At4. I HJ i^4© �I I 4!086 Stf4v M" — MH 105 03 n s 6 µ'S Ay ?6'j /N 4 43x 43� 96 441_5 N4* is fin. : v� 3 CS MH 105164 . 46i 20 f goto' so CP 4 ;,02x EN ro 4 n - na m ­['� m r•;e° [31] CMSD ATLAS NO. 160 W 0 I �I 126 i Pl3 R"a 2t 00 f � � ry a 44 COI (A t -ro � sn l Y 00 N "Wr k $5 PARK I MH 105236 34-06 III a a 1 _ „I, ..,.. 6L f 9i ,y> f 2 ti�5�6x`5140 CI TY PARK as of fT i t S ni r 3 j g. 407_ LLJ 0) ,M 4& rn .m 6t50 2 0 . x-1• o o ra 1� r� � � ro � l Pk. O � D 7 t � rs .�•�� I � � �,�n c�.r .o m 4 4 cp z l l .� � p MH 105305 _ �, x, I, s A 4� A ._.10) F1 CMSD A TLAS NO. 161 45 CMSD ATLAS NO. 163 ot83l0 14 _ ID 4 +GI * + * v a �W32 V1W T PL ACE, al A 1: sa W N O *+ p * I t 4 to V n+a y eP xx r� t0 °v .g ct Ct + t \( (V $ Eft Q 22 +55 22f49Si...,. 2 2 \ `-' co m J c rr\) a, — I P CQ w rQ 23435 MH 105553 ry tv N ai 2x1 o tgs m au tin .p 23"83 MH 105581 T1 ro T pJ 2,3 94.5 _ > N m z 44 CMSD ATLAS NO. 163 79.5 44 C+ 27r9t v 3.;. f o�'ICY v >4 7I.in.) 34+`17 �4, i -P (V 1 t ..00YY ,�y W 29tOS 0 (D 28439 12 r d% R cn U w LL 4 (11 Q 23SC As w Q ...... _ ate. 11, 94" 9931 MH 105418 z� J _ MH 105471 a C' Q - I re 4 O ` try A _ sty( •- ---- -- _ _ � > � �� � °' � � w �, E tom_....._. To f\ _._._ L.—t.1 - tiI+ _ 6+32.38 9(541 la .._ _ a:1 -.771 .3 0, � to g, Fz6$(5`L.92j - <xr ... ._. __ 29 CMSD ATLAS NO. 162 Z� ...., ..........N. I-* + _.. w I? Iota I �w v Iw s M 3490 h (A CA 4.1251 r _ j (7f 4168 j �,` N j A�°j f- 9 0 P 9rs - � 9.d MH 04834 (A La of o 3-r£ N LJ a + 01 R "� 0 I ti N pia ti �m N ,A 0 NI � c r 1 \ ❑ Via s MH 1 RA G Ayo $ CMSD ATLAS N0. 164 01 r�z2 SE LIVE LOCATED 9 0476 SOUTHERLY OF C. L. P .... ca a p + y + � � 01 CONSTRUCTION NOTES 2 MH 105953 T LA O t°g'f REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP MET1400 w o O f 0496: to `r O2 CONSTRUCT SEWER SPOT REPAIR AT LOCATION OR FOR DISTANCE SHOWN N rO ?� 2 2 , ---- - _ --_ -- BY CIPP METHOD (4' MIN. UNLESS SHOWN OTHERWISE - N 27 [37] CMSD ATLAS N0. 164 )• [;3] CMSD A TLAS NO. 161 O4 REHABILITATE SEWER LINE BY CIPP METHOD. OPTION A— FULL LENGTH FROM MANHOLE TO MANHOLE 16 CMSD ATLAS NO. 161 AS -BUILT OPTION B— SPOT REPAIR BY CIPP METHOD (4' MIN.) 02/10/2012 REVISIONS Q�oFE S N COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION B. HAVERS CALL: TOLL FREE FORE 1 DISTRICT ENGINEER PROJECT NO. 185 � �? $4100- 422 -4135 RCE NO. 31720 m EXP. 12/31/2012 7 s RECONSTRUCTION- PHASE 1 SYSTEM WIDE SEWER Two WORKING DAYS BEFORE YOU DIG OF CAS- �F ��\� ROBIN B. HAVERS R.C.E. 31720 DATE OF 9 a N N N ,2 f N f I so { A r C31 44 COI (A t -ro � sn l Y 00 N "Wr k $5 PARK I MH 105236 34-06 III a a 1 _ „I, ..,.. 6L f 9i ,y> f 2 ti�5�6x`5140 CI TY PARK as of fT i t S ni r 3 j g. 407_ LLJ 0) ,M 4& rn .m 6t50 2 0 . x-1• o o ra 1� r� � � ro � l Pk. O � D 7 t � rs .�•�� I � � �,�n c�.r .o m 4 4 cp z l l .� � p MH 105305 _ �, x, I, s A 4� A ._.10) F1 CMSD A TLAS NO. 161 45 CMSD ATLAS NO. 163 ot83l0 14 _ ID 4 +GI * + * v a �W32 V1W T PL ACE, al A 1: sa W N O *+ p * I t 4 to V n+a y eP xx r� t0 °v .g ct Ct + t \( (V $ Eft Q 22 +55 22f49Si...,. 2 2 \ `-' co m J c rr\) a, — I P CQ w rQ 23435 MH 105553 ry tv N ai 2x1 o tgs m au tin .p 23"83 MH 105581 T1 ro T pJ 2,3 94.5 _ > N m z 44 CMSD ATLAS NO. 163 79.5 44 C+ 27r9t v 3.;. f o�'ICY v >4 7I.in.) 34+`17 �4, i -P (V 1 t ..00YY ,�y W 29tOS 0 (D 28439 12 r d% R cn U w LL 4 (11 Q 23SC As w Q ...... _ ate. 11, 94" 9931 MH 105418 z� J _ MH 105471 a C' Q - I re 4 O ` try A _ sty( •- ---- -- _ _ � > � �� � °' � � w �, E tom_....._. To f\ _._._ L.—t.1 - tiI+ _ 6+32.38 9(541 la .._ _ a:1 -.771 .3 0, � to g, Fz6$(5`L.92j - <xr ... ._. __ 29 CMSD ATLAS NO. 162 Z� ...., ..........N. I-* + _.. w I? Iota I �w v Iw s M 3490 h (A CA 4.1251 r _ j (7f 4168 j �,` N j A�°j f- 9 0 P 9rs - � 9.d MH 04834 (A La of o 3-r£ N LJ a + 01 R "� 0 I ti N pia ti �m N ,A 0 NI � c r 1 \ ❑ Via s MH 1 RA G Ayo $ CMSD ATLAS N0. 164 01 r�z2 SE LIVE LOCATED 9 0476 SOUTHERLY OF C. L. P .... ca a p + y + � � 01 CONSTRUCTION NOTES 2 MH 105953 T LA O t°g'f REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP MET1400 w o O f 0496: to `r O2 CONSTRUCT SEWER SPOT REPAIR AT LOCATION OR FOR DISTANCE SHOWN N rO ?� 2 2 , ---- - _ --_ -- BY CIPP METHOD (4' MIN. UNLESS SHOWN OTHERWISE - N 27 [37] CMSD ATLAS N0. 164 )• [;3] CMSD A TLAS NO. 161 O4 REHABILITATE SEWER LINE BY CIPP METHOD. OPTION A— FULL LENGTH FROM MANHOLE TO MANHOLE 16 CMSD ATLAS NO. 161 AS -BUILT OPTION B— SPOT REPAIR BY CIPP METHOD (4' MIN.) 02/10/2012 REVISIONS Q�oFE S N COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION B. HAVERS CALL: TOLL FREE FORE 1 DISTRICT ENGINEER PROJECT NO. 185 � �? $4100- 422 -4135 RCE NO. 31720 m EXP. 12/31/2012 7 s RECONSTRUCTION- PHASE 1 SYSTEM WIDE SEWER Two WORKING DAYS BEFORE YOU DIG OF CAS- �F ��\� ROBIN B. HAVERS R.C.E. 31720 DATE OF 9 a N N [79] CMSD ATLAS NO. 172 IT -] CMSD ATLAS NO. 186 9 780 2 7GOr, + MH 1057 Lml- 6 4499", 13-4 (2.7 .0 S C) 76 , 3 1 755 . ........ cli 1, 69 F34] CMSD ATLAS NO. 178 [63] CMSD ATLAS NO. 184 4-2422 ------ --- - –2 -4-2: to -2420 9421 ',-2420 [:14 0 0 1!0 1--2 N qN 4 2417 --- -24115 2417 '-2414 2415 2414 I ?-415 2412 2 2413 2410 1 1 20 -4� 2411 co 1V 743 739 7 "1 -.1-1-1- - ........... ... . .. 2tb? AO [i4j CMSD ATLAS NO. 188 2422 2423... 2422 2420 2421 2420 0 2418 2-419 f-2418 2416 2417 4-2414 P-414 1 2415 - - — 2410 1 , I MH 1031330 MH 103393 +f tis -21 �Ocsd FORCE MAIN GISLER AVE. 24 CMSD ATLAS NO. 196 .0 I&J; 4- 46 i0 !�!, x -ju- PON P-1 • Z11 a+47,83 f21 .3 MH �103260 \8" SEWER LINE LOCATED APPROX. 20.5' EIO CURB IN AN EASEMENT Ca > m 1 MH 103256 S-79—U I + 4'7, 83 F—M.P-41 7 �-4-,SOUTH COAST DI 26 CMSD ATLAS NO. 196 +241+13 -0 C Z I MH 106258 1 u I A MH 106263 1--P-402 2 ��04 02 X161 In 4+63 on CD to 25 0 0 0j 4. + + It 2 Q %I, N 11 \ y m cli 970, 98, 99 03 104 1 MH 1 0+57 a, 0 100fl- 101 (Lo 102w 162-5 le2l 1617 1613 1609 1605 0 201 F- CQ 95 1 16,01 16, 10 m tip. T--t� I �Z ��H 1 �284 ; ors - mnc�no 610 2 15 200 6 OTj, T-T 10 0 1526 1522 1618 1614 1 1606 1602 Is W �� k 1000 4 124 23 12 121 12, w 120 117 cr_ 1+23 C11, 8" SEWER LINE LOCATED AT C.L. 04 TRA C T 1;u /IVO 516 .90 4- m 1+96 -s 3 U. MH 104480 150 /> + 2 0 /0 CMSD ATLAS NO. 187 (See Tract M ) or i F91 0) mmo) QDla) Cola) Lateral Locationsl CONSTRUCTION NOTES Oi C4 ro REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP METHOD REDHIL� AVE- 0 Q) 00 W 'Tim AVENUE . . .................. ..................... . SEWER SPOT REPAIR BY CIPP IWET7400 (4- ANN. UNLESS SHOW OTHERWISE). G) 0 ........... - U) 04 25 61 CMSD CMSD ATLAS NO. 169 CMSD ATLAS NO. 165-B 0 F F55] CMSD ATLAS NO. 165-C < FESS/ SHEET REVISIONS Undeground Service Alert COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT NO. DATE DESCRIPTION CALL: TOU FREE C,) ROBIN B. HAMERS DISTRICT ENGINEER PROJECT NO. 185 &11-800422-4133 (D RCE NO 31720 Q SYSTEM WIDE SEWER 81 RECONSTRUCTION- PHASE I TWO WORKING DAYS BEFORE YOU DIG ROBIN B. HAMERS R.C.E. 31720 DATE 7 V 1- 76 771 . . ... . ....... TRACT Vi,oe , 751 C) 76 , 3 1 755 . ........ cli 1, 69 F34] CMSD ATLAS NO. 178 [63] CMSD ATLAS NO. 184 4-2422 ------ --- - –2 -4-2: to -2420 9421 ',-2420 [:14 0 0 1!0 1--2 N qN 4 2417 --- -24115 2417 '-2414 2415 2414 I ?-415 2412 2 2413 2410 1 1 20 -4� 2411 co 1V 743 739 7 "1 -.1-1-1- - ........... ... . .. 2tb? AO [i4j CMSD ATLAS NO. 188 2422 2423... 2422 2420 2421 2420 0 2418 2-419 f-2418 2416 2417 4-2414 P-414 1 2415 - - — 2410 1 , I MH 1031330 MH 103393 +f tis -21 �Ocsd FORCE MAIN GISLER AVE. 24 CMSD ATLAS NO. 196 .0 I&J; 4- 46 i0 !�!, x -ju- PON P-1 • Z11 a+47,83 f21 .3 MH �103260 \8" SEWER LINE LOCATED APPROX. 20.5' EIO CURB IN AN EASEMENT Ca > m 1 MH 103256 S-79—U I + 4'7, 83 F—M.P-41 7 �-4-,SOUTH COAST DI 26 CMSD ATLAS NO. 196 +241+13 -0 C Z I MH 106258 1 u I A MH 106263 1--P-402 2 ��04 02 X161 In 4+63 on CD to 25 0 0 0j 4. + + It 2 Q %I, N 11 \ y m cli 970, 98, 99 03 104 1 MH 1 0+57 a, 0 100fl- 101 (Lo 102w 162-5 le2l 1617 1613 1609 1605 0 201 F- CQ 95 1 16,01 16, 10 m tip. T--t� I �Z ��H 1 �284 ; ors - mnc�no 610 2 15 200 6 OTj, T-T 10 0 1526 1522 1618 1614 1 1606 1602 Is W �� k 1000 4 124 23 12 121 12, w 120 117 cr_ 1+23 C11, 8" SEWER LINE LOCATED AT C.L. 04 TRA C T 1;u /IVO 516 .90 4- m 1+96 -s 3 U. MH 104480 150 /> + 2 0 /0 CMSD ATLAS NO. 187 (See Tract M ) or i F91 0) mmo) QDla) Cola) Lateral Locationsl CONSTRUCTION NOTES Oi C4 ro REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP METHOD REDHIL� AVE- 0 Q) 00 W 'Tim AVENUE . . .................. ..................... . SEWER SPOT REPAIR BY CIPP IWET7400 (4- ANN. UNLESS SHOW OTHERWISE). G) 0 ........... - U) 04 25 61 CMSD CMSD ATLAS NO. 169 CMSD ATLAS NO. 165-B 0 F F55] CMSD ATLAS NO. 165-C < FESS/ SHEET REVISIONS Undeground Service Alert COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT NO. DATE DESCRIPTION CALL: TOU FREE C,) ROBIN B. HAMERS DISTRICT ENGINEER PROJECT NO. 185 &11-800422-4133 (D RCE NO 31720 Q SYSTEM WIDE SEWER 81 RECONSTRUCTION- PHASE I TWO WORKING DAYS BEFORE YOU DIG ROBIN B. HAMERS R.C.E. 31720 DATE 7 i I W z 3 6 NO. Z 0 O 0 N 00 �r Io 7 Qo Ln L0 N O O_ N O_ C6 CD O � O m =� cy) =QY ± _c N =Q� 't N Ln m V Q J � . Ljcc (n U00 V7 U00 Lo Co MESA ST. - 83 .... 83 I I ', t18 +38 RECONSTRUCT 80 _ EXIST. 1 EXISTING 8" VCP I � n SEWER LINE - - — RLw— _ — — RECONS 12" VCP (s_0.0p67) - — — __,�—EMST C. &G. — EXIST. 10" VCP ....................... -78 78 ]EXIST. C. &G. v (C -n nr)71 --- Vii= Z + } Z_ SCALE o ro m HORIZ. I"=40' 4+00 VERT. 1 " =2' 5 +00 6+00 COSTA MESA ST. I I I I I � n + - - — RLw— — — — —R�w - — — __,�—EMST C. &G. — ]EXIST. C. &G. Vii= F� ---------- - - - - -� - - - -L s =0_006�- 7 AVENUE EXIST. 8" SEWER _ — — _T_US_TIN EXIST. C. &G. — — — RAW — — — — — — — —RIW MH 104390 3 MH 104420 6 +56.92 4 +97.70 5 +92.12 7.5 76.36 5.1 (78.68) 4.6 (79.31) I I I 4 L.F. 5+70 - MIDDLE REVISIONS 3❑ CMSD ATLAS NO. 136 ( SEE SHEET 4 ) CONSTRUCTION NOTES 3O REMOVE AND RECONSTRUCT EXISTING 8' VCP SEWER LINE. Undeground Service Alert is&f ORE roL CALL TOLL FREE 11 -800- 422 -4153 TWO WORKING DAYS BEFORE YOU DIG 70 20 19 SCALE 18 HORIZ. 1"=40' VERT. 1 " =4' 17 w x Qz cn o 16 L. F. VCP SEWER MEYER PL. w o 3 a W J `O Q 16 15 N MH 102674 v 18 +16.5 22' N — — — — 13.61 (70.86) MH 102753 14+73 13.86 (69.60) MH 102568 21 +06.6 12.79 (71.76) — — — — — — — ��EXIST. C_ &G. SDWK SDWK. — (EXIST. C. &G. — ABANDONED 8" WATER LINE I 18 +34.5 -JOIN EXIST. ABANDONED 8" WATER LINE (79.14) (±14' N10 C.L.) - - - -- W— -------------- - -S- -W - - - -- W — W— — — - - - -- ---- - - - - -- - ------------------- - � EXIST. 12" SEWER - (s= 0.0037] f - - S -- EXIST. 8" SEWER e L G-- — — — — — — — — — VICTORIA TREET n — yy SEXIST. 12 PVC WATER EXIST C. &G. — EXIST. C. &G. J'4­- - i� [67] CMSD ATLAS NO. 146 ( SEE SHEET 4 ) CONSTRUCTION NOTES © REMOVE AND RECONSTRUCT EXISTING 12' VCP SEWER UNE Uj ROBIN B. HAMERS !+ W RCE N0. 31720 1 EXP. 12/31 /2012 CIV0- 9 OF CAL�FO COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER ROBIN B. HAVERS R.C.E. 31720 DATE Pq 0 0 m AS -BUILT 02/10/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 185 SYSTEM WIDE SEWER RECONSTRUCTION- PHASE 1 OF 9 0 a