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S-2012-5.1-5.6COSTA 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 JETIER 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, V:I11 P'A_TL3 z yI:1,s 3_zff,�TI`IM1 ism b]'::r7,[O7&"3IGa 10. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN STORM DRAIN AND MAIN CROSSINGS PER CMSD STD DWG NO. S -109. CMSD STANDARD SEWER NOTES 1. THE SEWER SYSTEM SHALL CONFORM M THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2 CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMWE14CEIWENT OF WORK. TELEPHONE 9491831 -1731. 1 ANY WORK PERFORMED WITHOUT INSPEC71ON FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE 4 CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR 7O COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 197H 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. 8. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB 97E 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. DWI; NO S -105. IJL SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL COVER TO BE STAMPED 'SENOR 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 M 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 SID. DWG NO. S -112 19. CONTRACTOR TO E17HO 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. Undeground Service Alert Gab TOLL Miti r IF r� TWO WORKING DAYS BEFORE YOU DIG PHASE I= ADDITIONAL HH H[F ""EAWING NTS 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 MIN 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 UMITED 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 NEGUGENCE OF THE COSTA MESA SANITARY DISTRICT, OR THE DISTRICT ENGINEER. THE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND U7IUTIES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS THE CONTRACTOR 15 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 FACUTIES 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. REFERS TO 4' MIN. REPAIR AT STATION SHOWN 2 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. 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 N0. 31720 * EXP. 12/31/201 s�qT clv►�- ���� F of cl >�-�Fo 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 FACIUTIES SHALL BE BACKFlLLED 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 CMSO 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. B. 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 SUSP ENDED 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 VACUUM113RUSH 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 SA77SFAC77ON 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 ►NTH THE PLANS AND SPECIFICATIONS AND TO THE SATISFAC71ON 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 BACKFTLL MTH 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. EMSTING 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 UTIUTIES 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 UTIUTIES 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 UTIU71ES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE PLANS AND THERE IS A CONFUCT 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 ►NTH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES EFFECTIVE BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IMPLEMENTED TO PREVENT POLLUTED DISCHARGES FROM ENTERING STRUM 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 WWWCABMPHANDBOOKSCOM FOR PROPER IMPLEMENTATION OF CONSTRUCTION BMP'S. 22. CONTRACTOR SHALL NOT RECEIVE EXTRA COMPENSATION FOR NIGHT WORK. COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 'I'M ROBIN B. HAMERS 10/07/2011 R.C.E. 31720 DATE AS BUILT ORA012M2 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 185 SYSTEM WIDE SEWER �I RECONSTRUCTION- PHASE I - ADDITIONAL SEGMENTS OF 6 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 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 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 105879 TRANSPORTATION CORRIDOR AGENCIES DAVID LOWE 949 - 754 -3488 XO COMMUNICATIONS MATT BERGINE 949- 417 -7841 NOTES - UPSTREAM MANHOLE IS A. START MANHOLE UNLESS MARKED WITH -(6') IN CONSTRUCTION NOTES REPRESENTS THE TOTAL LENGTH OF LINNG STANDARD SYMBLOLS CL _ CENTERLINE W EXISTING Dist. from Start M H S Item No. Upstream Manhole No. Downstream Manhole No. MapPage Structural Rating 5 Structural Rating 4 Constr. Item 68 101594 101632 153 119 119,169 2,2 70 104957 105033 160 296 46149 2, 2 73 103525 103488 138 237 2,176 2, 2,2 74 102995 103057 140 158 12,186 2,2,2 75 104421 104497 159 327 90,241 2, 2,2 77 101953 102024 151 266 165 2,2 78 104073 104024 142 58 7 2,2 79 104158 104073 142 123 3 2,2 80 105879 105888* 166 13 13 2 81 104967 104969 190 3 227 2,2 82 104630 104675 159 256 252 2(6) 83 101530 101533 153 328 329 2(5') 85 104139 104057 159 40 81 2,2 DIA DIAMETER REQ'D REQUIRED DISTRICT DRAWING RAW RIGHT -OF -WAY DWG DRAWING _ 90 ._.__ 102935 .._.__ 102872 � 140 295 235 2, 2 92 102277 102330 198 5 187 2,2 94 104858 104937 161 183 10 2,2 97 102028 102029 153 122 220 2,2 98 104921 104869* 135 3 165 2,2 99 105287 105339 163 323 260 2,2 102 101433 101483 171 110 150 2,2 103 102019 102022 198 315 293 2,2 105 105115 105159 161 264 210 2,2 NOTES - UPSTREAM MANHOLE IS A. START MANHOLE UNLESS MARKED WITH -(6') IN CONSTRUCTION NOTES REPRESENTS THE TOTAL LENGTH OF LINNG STANDARD SYMBLOLS CL _ CENTERLINE W EXISTING WATER LINE - SIZE AS INDICATED S PROPOSED SEWER LINE - SIZE AS INDICATED S EXISTING SEWER LINE - SIZE AS INDICATED SD EXISTING STORM DRAIN - SIZE AS INDICATED - - E - - EXISTING POWER CABLE - -- T - -- EXISTING TELEPHONE CONDUIT -----TV----- EXISTING UNDERGROUND T.V. CABLE -- TS -- EXISTING TRAFFIC SIGNAL CONDUIT ---G--- EXISTING GAS LINE - SIZE AS INDICATED - EXISTING RIGHT -OF -WAY LINE BCR EXISTING CONCRETE CURB ® EXISTING WATER VALVE CATV FH NAP NOT A PART EXISTING FIRE HYDRANT (F.H.) CB EXISTING WATER METER (W.M.) - SINGLE NOT TO SCALE EXISTING WATER METER (W.M.) - DOUBLE CCP EXISTING CATCH BASIN (C.B.) PROPERTY LINE PROPOSED MANHOLE (M.H.) O EXISTING MANHOLE (M.H.) - - —fir— - - EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING TREE PT EXISTING SHRUBS 2 DENOTES DETAIL NUMBER 6 DENOTES SHEET NUMBER TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) PVMT — DENOTES APPROXIMATE HORIZONTAL POSITION OF UTILITY CROSSING (IN PROFILE) ABBREVIATIONS AS BUILT 02/10/2012 REVISIONS Q�oFESS/ COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert l� No. DATE DESCRIPTION FORE r � DISTRICT ENGINEER PROJECT NO. 185 aF R oG CALL TOLL FREE C,) ROBIN B. HAMERS G? "00- U2_4133 w RCE NO. 31720 m SYSTEM WIDE SEWER 2 EXP. 12/31/2012 RECONSTRUCTION- PHASE 1 TWO WORKING DAYS BEFORE YOU DIG CIV1�- �\P 10�07�2011 9 OF cAL \FOB ROBIN B. HAVERS R.C.E. 31720 DATE - ADDITIONAL SEGMENTS OF 6 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 CONSTRUCTION NOTES CATV CABLE TELEVISION NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE 10 REHABILITATE FULL LENGTH OF SEWER SEGMENT BY CIPP METHOD, CCP CONCRETE CYLINDER PIPE R PROPERTY LINE O CONSTRUCT SEWER SPOT REPAIR AT LOCA71ON SHOWN BY CIPP METHOD CF CURB FACE PP POWER POLE CMSD COSTA MESA SANITARY DISTRICT PT POINT (4- MIN. UNLESS SHOWN OTHERWISE). CO CLEAN OUT (SEWER) 30 REMOVE AND RECONSTRUCT EXISTING VCP SEWER LINE PVMT PAVEMENT CONIC CONCRETE R RADIUS CONT CONTINUOUS RCP REINFORCED CONCRETE PIPE CE CENTERLINE REBAR REINFORCING STEEL DIA DIAMETER REQ'D REQUIRED DISTRICT DRAWING RAW 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 VERT VERTICAL HOR (HORIZ) HORIZONTAL WM WATER METER HWY HIGHWAY AS BUILT 02/10/2012 REVISIONS Q�oFESS/ COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert l� No. DATE DESCRIPTION FORE r � DISTRICT ENGINEER PROJECT NO. 185 aF R oG CALL TOLL FREE C,) ROBIN B. HAMERS G? "00- U2_4133 w RCE NO. 31720 m SYSTEM WIDE SEWER 2 EXP. 12/31/2012 RECONSTRUCTION- PHASE 1 TWO WORKING DAYS BEFORE YOU DIG CIV1�- �\P 10�07�2011 9 OF cAL \FOB ROBIN B. HAVERS R.C.E. 31720 DATE - ADDITIONAL SEGMENTS OF 6 SANTA _ �z��•\ 181 r /X \ Zoe 17 16 190 —A i // \ � X \� J 9 0°!" \ 7 \ V ` X1 R X VA4 200 !i �' . 5i L 165 16 kamm p if 80 ° �e 1 �1� �, e'I 1=67 d REVISIONS N0. I DATE I DESCRIPTION s � � I9 81 \ // r „X P / P' 202 / 193 203 / \\ 192 =B' Undeground Service Alert CALL: TOLL FREE 1 -500- 422 -4483 TWO WORKING DAYS BEFORE YOU DIG /OFESS /ON Cl) ROBIN B. HAMERS�� I RCE NO. 31720 IQ 0* EXP. 12/31/201 sTq Civic OF CAS \FO COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER j k r? IF 10/07/2011 ROBIN B. HAMERS R.C.E. 31720 DATE COSTA MESA SANITARY DISTRICT PROJECT NO. 185 SYSTEM WIDE SEWER RECONSTRUCTION- PHASE 1 - ADDITIONAL SEGMENTS SHEET 3 0 Cq 0 0 0 of 6 — 166 1 CMSD ATLAS NO. 153 > t Frl 6 t C 69 tl1 tU h d^- t9 MH 1 4957 38*13� c» -% e 90 t�k° ` MH 104024 4 a m .9g°� �> u § T 82. 5 S1 PEE: i 110 3 v tZ 70 G co `LiOX 6?F / +00 SE —+ + ! 11, t + + 0 +70 .9 (81.34) SW sza ` r 1 cp ( I .1 (7 09)NE a BE � F ;/!/E67 T z O 1 dS in -14.2 TUSTIN AVE. ( 2CJ2 242fi l �, . a _ .. a s s cr 3 tr 1 +46 M0 t` 60 q 4a Y ' Fo sa x x w 2012 1 201 1 +54 1 too r , _ �. -t y C� 1� + { t � _. - Ti ry/� 2 Sao 0 z -4 " ii53 �. tiu "''a 1 CFf 40,127% 40 ip v m a t _.____ 7o 2032 ( ris7 = Cn v 2 / 9 w Y B..u(� ..., i� u � 2 +00 i a1 I �u i >< N gR� Ckd (11 A-8 -C j 4 _ _ 4r� r c� 2 +13 � 2040 2044 2( c?1 4Lir9U G7' 2 yi �a 41 +3 41 r4tr N d- Cq CQ Y 2 4 mar - - -- _ +-O f>9 ' N W MFj04073 >< M Csj 3 +31 6,1 78.3i Cj p3 t42i7l I _. _......_._ ._. ._..._ ..._. .. .. ............. W/ +s>"2t ao � 2 3+88 34-00 3 +40 rri v _ tl CV 2a- 85 3100 I _ ...... ___ - I _ _ 42 +7rJ 38 ( 78.36) ._-._... N Ca3 ;OD F ^f'�' L5 }40 (aJ� 4 +63 C\j _. 4 +83' i+ 70 CMSD ATLAS NO. 160 � + 79 � (\j 1 h: i )+83 �l C%j 1+ 63 �z � 0 9 _ .._. ....__...._ ...... ___ <V MH 104158 5+ r 6 +00. ()q.�- No M o+ o (n !79• N 5M 1 <jo N 0 +40 City tai + + + + c) ,, 5. 15.2 EST 1N TE- -v +86.63 NE SF F7 8 79 CMSD ATLAS NO. 142 4 4 44 45 4 g 48 i /D 07{' sy` /0/91/0/5 /00� 11003 3 /29 `� 3131 1 13128 / A . 3 14797 MH,10496 t3� I NIt11 4x38 »• li3s3 �} 21 wh 3 7'76_ � 37T3 � phi 3?-76__. �+ NIN 20 Ni�ce 33strs l 2 i9 3tl 37t4 1 4� h 34 2 a, t . 3 81,`; 3t12 ' #3 �►z t� 1 8 MH 104919 129 00 f ,4 QV C), � 7 s�'y irj - t,3 uj Ii ih uu- -r2A � � 18 1-1-25 30 0 31 l 55 2 4� % or62 i a t 14 0 o� 13 M 4.N ray 4 i 5-� tat -24.3 11-t'94.71 NNE S- 3 -6.1 -5 .5 43 sl CHEY NE ST. F811 CMSD ATLAS NO. 190 , � 4 6.4 (88 50- SAN? A A AVE. ICT -aA- 2+s � w '� 2 +9t 0 w MH 103057 %�' O N r 13+20,60 , NW / 2 Zx 3t08 SW NE L 4+95 SW a NE 6 4- 60.30 5W 8a NE 8(_80 Aq1 23) 6,4 188.50? 5.£", (89.47) F 6 +29.5. 73 CMSD ATLAS NO. 138 74 CMSD ATLAS N0. 140 6 +4 ) 1+4. Ut t+53 }fir W 7 +2 % + 4 / j 1+24 q q tU ✓ p ` : tty I c c IVE S` I ...55 ; G.6 0 yy (H 0 16th. ST. ' o I L' 0 - 9 4 1 7 t4 (AMfii 0+79 pU , T7` 80 H 5 MH 79 U T E 75 � J x o as -,� A J p lY %41 O . �� a 5 . � 'N fJJ 4 22 D f_4,:M&:4H 10449 T5a is, 5 �L DEN tJ H 1 8�8 1 .99 G 98++4649 .IN MH 104421 0 0 i � ILL] � 16- 4- 1 5 a � E , 9* � O 6 a Q � Q 5 i Q i Iv i N l r0 ! ���p (47► 0 +84 ( �: _ s I ,� �9 N ro ' Lo (A _ 20322 103 021'v rev °°r 9-1-94 __ j N § mo tp O i\7 N — .._rof2 -1 76 9 0 1+65 7 I +72 01 2+40 G 95 94 l RIVE J *68 2 +38 !1 2 +2 0 2f41 46 � �, as . w 8141 .: +.n,_ _ ._..... .... 2_f �8.. � _..__..... AS BUILT x I _ 80 CMSD ATLAS NO. 166 77 CMSD ATLAS NO. 151 02 10/2012 75 CMSD ATLAS N0. 159 / REVISIONS Q�OFESS /0, COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET Undeground Service Alert NO. DATE DESCRIPTION °'sTR'cT ENC'NEER PROJECT NO. 185 OEFOae yo CALL: TOLL FREE ~ ROBIN B. HAMERS G1 1- 800 - 422 -4135 w RCE NO. 31720 m SYSTEM WIDE SEWER 0G EXP. 12/31/2012 �9�0,V,`\�o��,� 1010712011 RECONSTRUCTION- PHASE 1 TWO WORKING DAYS BEFORE YOU DIG 0 F CA ROBIN B. HAMERS R.C.E. 31720 DATE - ADDITIONAL SEGMENTS OF G 0 N 0 0 T- Qf 7+04 7+12 - A A . ... . .. ........ ... .. EN VE. I F MH 7V4b/b +00 3+00 CPO N 7, 2 (92.03) 00 1. ....... . ........ . . ......... 4/ 0 9+82 .................. !I y 6,0 (94�37) 9+90 104937 0 ----- - . ..... L! 204-13 Co /b 3 45 3+62 9+56 3 +54 �(P I-) u 9+67 (V IV ity N +29 9+44 r N (> .............. - 242104-84 14 CI'j Cq 9 4+15 0 4 +17 MH 1029351 2C 8494 8+76 2] CMSD ATLAS NO. 159 a +5© F8 4+56 10 91+20 276,o7tt, 111- 11+94 8+30 W 4+96 it) (94-08) 13+48 13+ 5 t2 +26 Ai 0) 12'+ Ba85 ca 21 B2 4 CMSD ATLAS NO. 140 ro - ........ . .............. .... .... .... ............................. F9 o -4 0) MH 101533 Of 0 12+61 SANTA ANA AVE. j f14D 1 1 {T IT T, 26+42.2 IL 17,3 2 . . ... ..... . ......... . ..... 12+39 CMSD ATLAS NO. 142 26 " 22 -75 ji 1722 [-1 V ITI U 4 7, .... ...... 11+99 11+96 3��31 4- 70, 76i Ul 23*4,9 -4 11+48* 11+51 30+91 0�,po ST > 23t93 0 N f 0 X 00 V W --j <V 0 -4s fi 10+99 6 S Ti EET 0 Lu 0 02 9 C/)� Itos t6s 1 10+53 MH 102029 W, 17 %, 941 CMSD ATLAS NO. 159 10+51 NIN F z 1 T7 E0. 7 7 rn. ST. , Cal 0 It 5 < Lul lw 1 -30 ke 4 94 G0.00 . ..... It2o 0 Iv ` I It- e4 C\j s Ki IT5T93,97T W) cs' W31 ui Cx— $ Q 400 as C\1 MH 10159 9+98 10+10 zw Z�1;0 1t82 C%j An 4 47 9+02 - - ----- --------- 4- 4 w R re) — ------- 0) OD Ui F92] CMSD A TLAS NO. 198 28+02— .30 101 061131) 8,+50 Cq + 8+48 t ESMNT. 2 t 120 Al LAN 7+98 400 to MH 102028 5 Y-P7 t?I'k RESGILLA 7+95 0 MH 1048691 0+ 5 7+49 0+68 998 0 0 (NJ 04 35 34 s a3 . .... . .. . ............... - ------ 6+99 + (ff w C) + 4L 0 0 —0 1 53 1512 11518 1524 S -56- 33.+x# H 1052 M, f.. 05 04 1 E N A E. (D . . ........ K) 4 7 6 W 17 TH II.09 6 . ..... -4 4- co 0 2. tw 0 + Lu 41, CSs ............................... .. .... 164 24 70 0 F831 CMSD ATLAS NO. 153 "o 04921 5�077 7t9O 0 SkVIA Lu 1,08 24+42 1 1 N N.— 0 Q 8Y-23 OD S, 6-39 3450 7 48 49 OD 50 8-t- 66 z ....... ... . . ........ . . ...... . ................... 3 1524 1530 1536 . .................... ...... r1a F97 CMSD ATLAS NO. 152 Air\ m m CMSD ATLAS NO. 135 AS BUILT CMSD A TLAS NO. 163 02/10/2012 REVISIONS Undeground Service Alert 1? VESS/ COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT SHEET DISTRICT ENGINEER PROJECT NO. 185 Vj 204-13 2"_"86 4j. 97j 11' V 8+02 L ?-7* 8 MH 30 DATE DESCRIPTION CALL TOLL FREE co ROBIN B. HAVERS "O0-U2-4U3 RCE NO. 31720 SYSTEM WIDE SEWER 5 C� EXP. 121311-2 C V�\- 1010712011 RECONSTRUCTION- PHASE I TWO WORKING DAYS BEFORE YOU DIG OF C ROBIN B. HAMERS R.C.E. 31720 DATE OF SEGMENTS OF 6 :i: F102] CMSD ATLAS N0. 171 REVISIONS N0. I DATE DESCRIPTION F105] CMSD ATLAS N0. 161 Undeground Service Alert O�FORE YG CALL: TOLL FREE 11 -800- 422 -4153 TWO WORKING DAYS BEFORE YOU DIG 103 CMSD ATLAS N0. 198 rXP. pFESS /p�B. HAMERS�W NO. 31720 mm 2/31/2012 */ OF CAk COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER 4f ROBIN B. HAMERS 10/07/2017 R.C.E. 31720 DATE AS BUILT 02/10/2012 COSTA MESA SANITARY DISTRICT SHEET PROJECT NO. 185 SYSTEM WIDE SEWER 6 RECONSTRUCTION- PHASE I - ADDITIONAL SEGMENTS OF 6