Loading...
S-2012-1.1-1.4GENERAL 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). REVISIONS ■ N0. I DATE I DESCRIPTION 1 Undeground Service Alert eEFORE ro CALL TOLL FREE G " 1-800- 422 -4153 TWO WORKING DAYS BEFORE YOU DIG COSTA MESA SANITARY DISTRICT 1111 lau hol-44 11111111 1 J� F11 .... .... I ho+q FA a] 1. Iq bdusUl PROJECT NO. 190 NTS NOTICE TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN CN 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 LABILITY 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. TRAFFIC CONTROL REQUIREMENTS: CONTRACTOR TO RETAIN THE SERVICES OF A REGISTERED TRAFFIC ENGINEER TO PREPARE TRAFFIC CONTROL PLANS , SUBMIT PLANS AND OBTAIN APPROVAL FROM THE CITY OF COSTA MESA PRIOR TO NOTICE TO PROCEED IF ANY OTHER TRAFFIC CONTROL PLANS ARE REQUIRED BY THE DISTRICT OR THE CITY OF COSTA MESA FOR CONTRACTOR'S OPERATION. BY -PASS NO CONTRACTOR REQUIRED TO PROVIDE COMPLETE BY -PASS PUMP AND HOSE SYSTEM FROM PUMPING STATION TO OUTLET MANHOLE AS LONG AS NEEDED TO COMPLETE WORK. APPROXIMATE FLOW TO BY -PASS FOR A PARTICULAR TIME PERIOD IS: 11 pm -7 am 80 gpm 7 am- 3 pm 237 gpm 3 pm- 11 pm 174 gpm WORK HOURS CONTRACTOR TO COMPLETE LINING OPERATION WITHIN A PERIOD OF 12 HOURS DURING THE DAYTIME. SPECIAL PERMISSION FROM THE CITY IS REQUIRED FOR EXTENDED WORK HOURS. NOTICE TO RESIDENTS AND COORDINATION OF DRIVEWAY CLOSURES AND PARKING DURING THE PROJECT REQUIRED BY CONTRACTOR. jp C0 ROBIN B. HAMERS z W RCE N0. 31720 m � EXP. 12/31 /2012 (P� CIVi\_ ��\P 9 CF CAS CFO 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 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 COMPENSA71ON FOR NIGHT WORK, IF REQUIRED. SEE WORK HOURS NOTE AT LEFT. COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 4 #00 ROBIN B. HAMERS 03/27/2012 R.C.E. 31720 DATE AS -BUILT 07/20/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 190 1 CANYON FORCE MAIN REHABILITATION of 4 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 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 EN Cr 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 MPOWER COMMUNICATIONS MARK SAWYER 949- 864 -1664 N ORANGE COUNTY WATER DISTRICT CHRIS OLSON 714- 378 -3232 T_ y z a SC EDISON - DISTRIBUTION EDISON OPERATOR 626 - 302 -1212 w 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 o a w XO COMMUNICATIONS MATT BERGINE 949- 417 -7841 - m IL 18 " MINIMUM TO IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE 24" MIN. INSTALL BASE PAVEMENT IN TRENCF ZONE I NJZ WE 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. STANDARD SYMBLOLS W S _S_ - =SD E -- --- T - -- -- 6 TV FH n CENTERLINE EXISTING WATER LINE - SIZE AS INDICATED PROPOSED SEWER LINE - SIZE AS INDICATED EXISTING SEWER LINE - SIZE AS INDICATED EXISTING STORM DRAIN - SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING TRAFFIC SIGNAL CONDUIT EXISTING GAS LINE - SIZE AS INDICATED EXISTING RIGHT -OF -WAY LINE EXISTING CONCRETE CURB EXISTING WATER VALVE EXISTING FIRE HYDRANT (F.H.) EXISTING WATER METER (W.M.) - SINGLE EXISTING WATER METER (W.M.) - DOUBLE EXISTING CATCH BASIN (C.B.) PROPOSED MANHOLE (M.H.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING TREE EXISTING SHRUBS DENOTES DETAIL NUMBER DENOTES SHEET NUMBER DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) DENOTES APPROXIMATE HORIZONTAL POSITION OF UTILITY CROSSING (IN PROFILE) AS -BUILT 07/20/2012 REVISIONS Undeground Service Alert Q�OFESS / COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET DISTRICT ENGINLLR PROJECT NO. 190 N0. DATE DESCRIPTION e�FORE ro CALL: TOLL FREE '� ROBIN B. HAMERS n+ Q o Go 2 U �800�, EXP. 2/33/2° 2 CANYON FORCE MAIN TWO WORKING DAYS BEFORE YOU DIG CIVIL Q�\� 0312712012 OF CA��Fp ROBIN B. HAMERS R.C.E. 31720 DATE REHABILITATION OF 4 TYP. TRENCH AND PAVEMENT DETAIL ABBREVIATIONS EXIST. 8" DIP SEWER FORCE MAIN FOR AREAS OF OPEN CUT AB AGGREGATE BASE INV INVERT INSTALL CIPP LINER IN EXIST. 8" FORCE MAIN NOT TO SCALE ABAND ABANDONED IRR IRRIGATION - TRENCH AND PAVEMENT NOTES: AC ASPHALT CONCRETE LAT LATERAL ASPH ASPHALT PAVEMENT LF LINEAR FEET 1. THE CONTRACTOR SHALL CONFORM TO THE NOTES AND REQUIREMENTS SHOWN ON THIS DETAIL BC BEGIN CURVE MH MANHOLE ALONG WITH CITY OF COSTA MESA STD. NO. 813 AND ENCROACHMENT PERMIT CONDITIONS. BCR BEGIN CURB RETURN MIN MINIMUM 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS PRIOR TO CATV CABLE TELEVISION WEKO SEAL INTERNAL JOINT ANY TRENCH AND PAVEMENT WORK. NAP NOT A PART 3. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT REMOVAL CB CATCH BASIN NTS NOT TO SCALE AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS. CCP CONCRETE CYLINDER PIPE FL PROPERTY LINE THIS WORK WILL BE DONE AT CONTRACTOR'S CWN EXPENSE. CF CURB FACE PP POWER POLE RE- CONNECT EXISTING 8" SEWER FORCE MAIN TO 4. PAVEMENT REMOVAL IN AREAS WHERE TRENCH CROSSES EXISTING PAVEMENT SHALL BE MADE ON CMSD COSTA MESA SANITARY DISTRICT PT POINT 8" DIP LINED FORCE MAIN USING 8" TRANSITION STRAIGHT LINE SAW CUTS AT A MINIMUM OF 1=1/2 INCHES DEEP. CO CLEAN OUT (SEWER) PVMT PAVEMENT COUPLING, FORD MODEL NO. FC2A OR APPROVED 5. TRENCH BACKFILL AND DENSIFICATION SHALL- BE DONE IN CONFORMANCE WITH GREENBOOK CONC CONCRETE EQUAL, WITH STAINLESS STEEL HARDWARE STANDARD SPECIFICATION SECTION 306 -1.3 WI-H MINIMUM 90- PERCENT RELATIVE COMPACTION. CLASS CONT CONTINUOUS R RADIUS 100 -E -100 SAND SLURRY SHALL BE USED IF REQUIRED COMPACTION NOT ATTAINED BY MECHANICAL CE CENTERLINE RCP REINFORCED CONCRETE PIPE METHODS. DIA DIAMETER REBAR REINFORCING STEEL 6. CRUSHED AGGREGATE BASE SHALL BE USED FOR SUBGRADE REPAIR IN THE TRENCH ZONE AND REQ'D REQUIRED DETAIL ""A""_ FORCE MAIN CONNECTION CONFORM TO GREENBOOK STANDARD SPECIFICATIONS SECTION 200 -2.2 AND 200 -2.4. THE CRUSHED DISTRICT DRAWING R/W RIGHT -OF -WAY AGGREGATE BASE SHALL BE INSTALLED WITH MINIMUM 95- PERCENT RELATIVE COMPACTION TO THE DWG DRAWING (WEST SIDE, EAST SIDE- REVERSE) THICKNESS OF EXISTING CRUSHED AGGREGATE BASE PLUS 1 -INCH OR 6 -INCH MINIMUM THICKNESS. EC END CURVE SCH SCHEDULE 7. TACK COAT SHALL BE PG 64 -10 AND APPLIED ON THE SIDES OF EXISTING PAVEMENT, AND AT EL ELEVATION SD STORM DRAIN JOINTS ON TRENCHES, AND FOR PAVEMENT PATCHES. SHT SHEET EXIST. EXISTING 8. BASE PAVEMENT SHALL BE PERFORMANCE GRADE TYPE III -B3 -PG 64 -10 AND CONFORM TO THE STA STATION GREENBOOK STANDARD SPECIFICATIONS SECTION 302 -5 AND 400 -4. THE COMPACTION OF BACKFILL FG FINISHED GRADE STD STANDARD AND AGGREGATE BASE SHALL BE INSPECTED AND APPROVED BY THE COSTA MESA SANITARY FH FIRE HYDRANT DISTRICT PRIOR TO THE INSTALLATION OF BASE PAVEMENT. THE BASE PAVEMENT IN THE TRENCH FM FORCE MAIN TC TOP OF CURB ZONE SHALL BE INSTALLED TO EXISTING PAVEMENT GRADE AT THICKNESS OF EXISTING PAVEMENT FO FIBER OPTICS TS TRAFFIC SIGNAL PLUS 1 -INCH OR 4 -INCH MINIMUM THICKNESS. FS FINISHED SURFACE TYP TYPICAL HPG HIGH PRESSURE GAS VCP VITRIFIED CLAY PIPE HOR (HORIZ) HORIZONTAL VERT VERTICAL HWY HIGHWAY WM WATER METER AS -BUILT 07/20/2012 REVISIONS Undeground Service Alert Q�OFESS / COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET DISTRICT ENGINLLR PROJECT NO. 190 N0. DATE DESCRIPTION e�FORE ro CALL: TOLL FREE '� ROBIN B. HAMERS n+ Q o Go 2 U �800�, EXP. 2/33/2° 2 CANYON FORCE MAIN TWO WORKING DAYS BEFORE YOU DIG CIVIL Q�\� 0312712012 OF CA��Fp ROBIN B. HAMERS R.C.E. 31720 DATE REHABILITATION OF 4 rr L-1 .} L M + M W) m + . c. a 1✓— T-'- i i1 44 0 � ABANDONED P MO STA. jT im I j ¢ + I u I'4 to II j; W T STATE AVE u P.A t45'1;3C:5E FWM MANN (nrzpublic Avcznuc2 Ul I [J 1 m U > 4 .3ri" • ,3 4 a y U1 I i Wo' n � ::` 2 C iii SSI L1 t� + ,n > 4 .3ri" • 7 w m .447 C "n 9 Wo' n wm • 2 C N W ? EXIS t' GI ^ + ,- j [ R� kIC AVIE Nt w.m Q st l i Ison Straal- O w.rrr •P.p id i'J(jr fi. p w m- _ -- 84+ INTEc ECT3CN .I,D_„ o .__ 00 + Q V•� 3 I[ j r � U � 24 Ui 17 � i Nafiarval A nu¢ NATIONALI VE. G6 $5 Gd G3 G2 s Gt7 59 'S8 57 SG 55 54 90 _. _ __._ .. ¢ ° 9C - + { _. Ex3 '' r.3cicro.alon e.¢.n','ar4ar:¢� µ.'i;Sr,rn �rr�at •�d U + _. U _ ��% tl? N3 CIO V- Y Ci Bd AI j �?` idlr, s`c¢i elaxv N k EXIST 8 DIP FORCE M ,�. n 0000 y� 10 1:. �f¢a 1 s!22 va L y �4Y•�v' l e 1 t .0 t o /'✓ u X11 0 _Z +_ CONSTRUCTION NOTES : 1O REHABILITATE EXISTING 8" DIP FORCE MAIN BY CURED -IN -PLACE LINING METHOD (CIPP) t0 : r sCl f 94 w 2O CONSTRUCT LAUNCHING /RECEIVING PIT FOR INSTALLATION OF LINING. N d ^I?' x r_ 70 G ,. ta 6 wAikr� of CN a REHABILITATE EXISTING 8" DIP FORCE MAIN WITH CURED -IN -PLACE (CIPP) LINER sl L- 5,45. • Exist. G "C.I.P.- z;Q i I 9 EXIST. 8" DIP FORCE MAIN forca main w2" y i AS -BUILT 07/20/2012 REVISIONS FESs COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION DISTRICT ENGINEER PROJECT NO. 190 CALL: TOLL FREE � ROBIN B. HAMERS�� Z 3 RCE N0. 31720 CANYON FORCE MAIN 1- 800 - 422 -4133 d EXP. 12/31/201 cm\, s 0312712012 REHABILITATION TWO WORKING DAYS BEFORE YOU DIG OF Cw-X ROBIN B. HAMERS R.C.E. 31720 DATE OF 4 , 0 N M Wo' n 11 G L N W ? N } t� IT, ^ + Z 311 j [ R� kIC AVIE i Ison Straal- O w.rrr •P.p id i'J(jr fi. p w m- _ -- 84+ INTEc ECT3CN .I,D_„ o .__ 00 + Q V•� 3 I[ j r � U � 24 Ui 17 � i Nafiarval A nu¢ NATIONALI VE. G6 $5 Gd G3 G2 s Gt7 59 'S8 57 SG 55 54 90 _. _ __._ .. ¢ ° 9C - + { _. Ex3 '' r.3cicro.alon e.¢.n','ar4ar:¢� µ.'i;Sr,rn �rr�at •�d U + _. U _ ��% tl? N3 CIO V- Y Ci Bd AI j �?` idlr, s`c¢i elaxv N k EXIST 8 DIP FORCE M ,�. n 0000 y� 10 1:. �f¢a 1 s!22 va L y �4Y•�v' l e 1 t .0 t o /'✓ u X11 0 _Z +_ CONSTRUCTION NOTES : 1O REHABILITATE EXISTING 8" DIP FORCE MAIN BY CURED -IN -PLACE LINING METHOD (CIPP) t0 : r sCl f 94 w 2O CONSTRUCT LAUNCHING /RECEIVING PIT FOR INSTALLATION OF LINING. N d ^I?' x r_ 70 G ,. ta 6 wAikr� of CN a REHABILITATE EXISTING 8" DIP FORCE MAIN WITH CURED -IN -PLACE (CIPP) LINER sl L- 5,45. • Exist. G "C.I.P.- z;Q i I 9 EXIST. 8" DIP FORCE MAIN forca main w2" y i AS -BUILT 07/20/2012 REVISIONS FESs COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION DISTRICT ENGINEER PROJECT NO. 190 CALL: TOLL FREE � ROBIN B. HAMERS�� Z 3 RCE N0. 31720 CANYON FORCE MAIN 1- 800 - 422 -4133 d EXP. 12/31/201 cm\, s 0312712012 REHABILITATION TWO WORKING DAYS BEFORE YOU DIG OF Cw-X ROBIN B. HAMERS R.C.E. 31720 DATE OF 4 , 0 N M 2 "9 /fe owi } '10 If sf(Z(21 si REHABILITATE EXISTING 8" DIP FORCE MAIN WITH CURED -IN -PLACE (CIPP) LINER _o REVISIONS ■ NU. I DATE DESCRIPTION Undeground Service Alert O�FORE .a CALL: TOLL FREE � L O P 1- 800 - 422 -4199 TWO WORKING DAYS BEFORE YOU DIG X L W +z L� m 0 N N 1 1 a Q r C > Z D E n x m, rl0 ID GENERAL NOTFS- TRAFT•'IC CONTROL. It is the responsibility of the contractor performing work 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 vehicular and pedestrian traffic through or around the work area and provide maximum protection and safety to construction workers. 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. All traffic control devices shall conform to the latest editions of: Caltrans Standard Specifications and California M.U.T.C.D. February 2010 Edition. All flashing arrow signs shall be solar powered. Contractor shall provide flagmen as necessary to give adequate warning to traffic or to the public of any dangerous conditions to be encountered. Contractor shall remove temporary traffic delineation, signage, and other devices when no longer required, and shall restore areas to original conditions. Contractor shall cover existing signs where they conflict with construction detours and signing. All open excavation or construction work shall be a minimum of 5' from any operating traffic lanes. Contractor shall coordinate with the city for any temporary traffic signal timing modifications. All striping and marking shall conform to Section 310 -5.6 of the Standard Specification for public Works Construction. Temporary removable striping tape (detour grade) may be used in lieu of painted striping. The contractor shall provide for access to all adjacent properties during work hours. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners /operators. All signs shall be retro- reflectorized and standard size. The contractor shall provide for safe pedestrian access at all times. Traffic control shall be setup for nighttime operation & shall conform to all minimum requirements it entails. LINE ff H In Q AN S.P.A. 175' _T W20-1 C27(CA)a 1 NO PARKING X M 0 C 00 r n "20-1 m N S S.P.A POST NO PARKING- I� SHIFTING A. 125' NT5—I 3 SHIFTING TAPE 63' 125 ' NTC2 125 N pCAi � ,7� 1 %�I R3 -5(R� S�R� R3-5(R E 1 i�� 1 4 WI-A(R) 10120-1 NO 1 NIS W20-1 1 X 620-2 FLAGGER TO ROAM JOB SITE TO ASSIST W/ LOCAL & EMERGENCY TRAFFIC AND MAINTAIN TRAFFIC CONTROL. WILSON ST. 25 MPH r---------POST NO PARKING 25' W20-1M V11 -4(Q!, L X J 1-125' NTS- 1-125' NTS— 3' SHIFTING TAPER - I - -- --POST NO PARKING Q *"OTE:RAMPS TO BE PLACED OVER BY —PASS LINE AT ALL INTERSECTIONS'« W2D-1 12 1 120' fls 121' TS IWLI n D Z O Z VE VAULT 1G STATi01 POST NO POST NO PARKING HOURS IN ADVAN ALL RESIDENTS ON THE SOUTH SIDE OF WILSON WALL BE NOTIFIED 72HRS IN ADVANCE THAT THEY WILL NOT HAVE ACCESS TO THEIR DRIVEWAYS DURING CONSTRUCTION HOURS ADVISED TO PARK ELSEWHERE THE NIGHT BEFORE COMMENCEMENT OF CONSTRUCTION. r Z D m n x , ■ I 11' 11' LINE R4- 7A(R)-/ 19, LAGGER TO ASSIST WITH TRAFFIC 111 N S Q =A(CA J Q 1 5' O NIS F_ <1 I W20-1 ri 25' CITY OF COSTA MESA Public Services Dept] Engineering Division Approval For improvements located within public right of way or public easements, an encroachment permit is required prior to the start of work. Approved by zL1'7C— Date ' ° - t,2-- AS BUILT 07/20/2012 `r� ONU F41 O AFPWe'� \Vld� KEEP �� RDAD NORK NLANEW TRENCH CLOSED eR, -, - - --� ��� HDEAD �� A Edo DATES TO BE DETERMINED BY C.M.S.D. WITH PRIOR AGREEMENT J \ FROM THE CITY OF COSTA MESA ENGINEER STAMP G70 -2 C11(CA) C7](CA) C]C(CA) R3-1 R3-2 R3 -5(R) R4 -]a(R) WI -8 'R�-3 'A'ZD-� 09A (CA) SR.A. LEGEND: — TYPE -1 OR II BARRICADE PLYWOOD PEDESTRIAN N DRAWN BY: DATE: COSTA MESA TRAFFIC CONTROL PLAN: A Tq 2602 S. HALLADAY ST —HIGH LEVEL WARNING DEVICE _ PATH 1 CHANNELIZATION DEVICE �—� — ADA— COMPLIANT Underground Service Alert pUAt I ROBERT MATTHEWS 02/01/12 SANITATION DISTRICT SHEET OF 1 WILSON ST. BTWN SANTA ANA, C A PEDESTRIAN BARRICADE RE y O �y — FLASHING ARROW SIGN (FAS) OS — SIGNALIZED INTERSECTION ® DRIVEWAY o G� Call: TOLL FREE ?r �. REVISED S.R. 3/5/12 CANYON FORCE MAIN CANYON DR & NATIONAL AVE. 92705 — FLAGGER © -Bus STOP �• 1 -800 = REHABILITATION DWG.1624 ( 714) 641-3744 7 T. A. N. S. A. T. — TOW AWAY NO STOPPING W� — SIGN ANYTIME 422 -4133 O G CITY OF �j CA. LIC. #865003 (C31 /A) QI ® — TWO WORKING DAYS BEFORE YOU DIG 'P�1py810 0' 20' 40' 80' COSTA MESA — TYPE —III BARRICADE PORTABLE METAL HANDICAP RAMP SCALE =1 " =40'