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S-2007-6.1-6.6COSTA MESA SANITARY DISTRICT SUPERVISED AND APPROVED BY: No. 31720 E 12 , 08 COSTA MESA SANITARY DISTRICT MANAGER/DISTRICT ENGINEER COOD O u � �ANITA�\ nor„ _W. W 1p %m CONSTRUCTION PLANS xel �u I • • A i A • r' PLACENTIA AVENUE AT 18TH STREET PROJECT NO. 181 JANUARY 2007 COSTA MESA SANITARY DISTRICT ARTHUR PERRY ARLENE SCHAFER ROBERT OOTEN JAMES FERRYMAN GARY MONAHAN PREPARED BY: COSTA MESA SANITARY DISTRICT oo� a No. 63489 EV. 9/30/08 cn��E\" JOSEPH P. SINACORI II, PE DATE OF SENIOR ENGINEER AS -BUILT 05/09/2007 SHEET 1 OF 6 E 0 m N N 0 N H S U CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert 0 v SEAL \` BEACH HUNTINGTON BEACH PROJECT VICINITY N_ LAGUNA BEACH S,9 N ORANGE VICINITY MAP SCALE 1" = 4 MILES PUBLIC AGEN ADELPHIA — JOE BARRIOS AT&T TELEPHONE — DOUG GALVERY CATRANS — DISTRICT 12 OFFICE IES CITY OF COSTA MESA — ENGINEERING DIVISION CITY OF NEWPORT BEACH — UTILITITIES CLERK COMCAST CABLE — ARNEL GANZON COSTA MESA SANITARY DISTRICT — ROB HAMERS MESA CONSOLIDATED WATER DISTRICT — BOB MCVICKER ORANGE COUNTY SANITATION DISTRICT — JUANITA SKILLMAN SOUTHERN CALIFORNIA EDISON — ARLAN AVERYT SOUTHERN CALIFORNIA GAS COMPANY — DAVE RAND UNDERGROUND SERVICE ALERT REV. I DATE I BY SAN CLEMENTE UTILITIES (714) 709 -3390 (714) 237 -6156 (949) 724 -2445 (714) 754 -5323 (949) 644 -3011 (951) 549 -3977 (949) 631 -1731 (949) 631 -1200 (714) 593 -7129 (714) 796 -9920 (714) 634 -3034 (800) 227 -2600 DESIGN JAN 2007 / /Q /''c o No. 6389 PROJECT NO. q08 DESCRIPTION CMSD -181 PROJECT LOCATION PREPARED BY: JOSEPH P. SINACORI II, PE DATE SENIOR ENGINEER COSTA MESA SANITARY DISTRICT LOCATION MAP NOT TO SCALE SHEET INDEX SHEET__ NO.. DESCRIPTION 1 TITLE SHEET JJECT :ATION 2 VICINITY MAP, LOCATION MAP, PUBLIC AGENCIES & UTILITIES, AND SHEET INDEX 3 STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES 4 NEWPORT BOULEVARD AT 19th STREET GRAVITY SEWER PLAN AND PROFILE 5 PLACENTIA AVENUE AT 18th STREET GRAVITY SEWER PLAN AND PROFILE 6 MISCELLANEOUS DETAILS AS -BUILT 05/09/2007 COSTA MESA SANITARY DISTRICT NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT VICINITY MAP, LOCATION MAP, PUBLIC AGENCIES & UTILITIES, AND SHEET INDEX SHEET 2 OF 6 SHEETS c. w r 5l STANDARD SYMBL GENE NOTES SEWER NOTES CALL TOLL FREE 1 -800- 227 -2600 TWO WORIONG DAYS BEFORE YOU DIG Underground Service Alert REV. I DATE I BY DESCRIPTION DESIGN - - CENTERLINE 1. ALL CONSTRUCTION SHALL CONFORM TO THE COSTA MESA SANITARY DISTRICT'S "STANDARD PLANS 1. EXISTING SEWER MAINS AND LATERALS SHALL REMAIN IN SERVICE AT ALL TINS DURING CONSTRUCTION. PROJECT NO r,., 9 - ----- - - - - -- � � AND SPECIFICATIONS FOR THE CONSTRUCTION OF SANITARY SEWERS" AS LAST REVISED, UNLESS JOSEPH P. SINACORI II, PE DATE CMSD -181 - EXISTING WATER LINE -SIZE AS INDICATED r OTHERWISE INDICATED ON THE PLANS OR BY PROJECT SPECIFICATIONS. 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 S PROPOSED SEWER LINE -SIZE AS INDICATED 2 THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED CONSTRUCTION SCHEDULE WITHIN ANY OTHER EQUIPMENT NECESSARY FOR THE DIVERSION OF EXISTING SEWAGE FLOW. - - ~ -- - -- - EXISTING SEWER LINE - SIZE AS INDICATED 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 3• ALL SEWER MAINS HAVE BEEN DESIGNED AROUND THE ASSUMPTION THAT THE LOCATION OF ALL EXISTING ~ EXISTING STORM DRAIN - SIZE AS INDICATED CONSTRUCTION SCHEDULE IS APPROVED BY THE DISTRICT. 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 VERWY THE EXISTING POWER CABLE 3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED SEWER PLANS AND THE CMSD STANDARD PLANS LOCATION, ELEVATION, AND PIPE MATERIALS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. OF THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE FIELD BASED UPON ACTUAL FIELD CONDITIONS IN EXISTING TELEPHONE CONDUIT A MANNER ACCEPTABLE TO THE DISTRICT. 4. THE CONTRACTOR SHALL REQUEST INSPECTION FROM OFFICE OF THE DISTRICT ENGINEER AT (949) 631 -1731 IV EXISTING UNDERGROUND T.V. CABLE AT LEAST TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. NO FACILITIES SHALL BE BACKFILLED 4. THE INSTALLATION OF GRAVITY SEWER MAINS SHALL BE IN CONFORMANCE TO THE PROJECT SPECIFICATIONS. UNTIL OBSERVED BY THE DISTRICT INSPECTOR. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE -- - - TS - - -- EXISTING TRAFFIC SIGNAL LOOPS DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 5. SEWER MAINS SHALL BE CLEANED WITH A SCRUBBING BALL PRIOR TO LEAKAGE AND INFILTRATION TESTS. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND TRASH FROM MANHOLES AFTER EACH REACH OF SEWER EXISTING GAS LINE - SIZE AS INDICATED 5. THE CONTRACTOR SHALL OBTAIN A CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE CMSD HAS BEEN CLEANED. OFFICE AT 628 WEST 19th STREET, COSTA MESA, CA 92627 (949) 645 -8400 EXTENSION 229. EXISTING RIGHT -OF -WAY LINE 6. SEWER MAINS, MANHOLES. AND APPURTENANCES SHALL BE AIR TESTED FOR LEAKAGE AND INFILTRATION 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF COSTA MESA, CALTRANS, PER PROJECT SPECIFICATIONS IN THE PRESENCE OF THE DISTRICT INSPECTOR. EXISTING CONCRETE CURB AND OTHER LOCAL GOVERNING AGENCIES. - - °� -- EXISTING WATER VALVE 7• SEWER MAINS SHALL BE INSPECTED USING PIPE MANDRELING AND CLOSED- CIRCUIT TELEVISION EQUIPMENT 7. THE CONTRACTOR SHALL IMPLEMENT A TRAFFIC CONTROL PLAN FOR CONSTRUCTION AREAS IN CONFORMANCE PER PROJECT SPECIFICATIONS PRIOR TO THE INSTALLATION OF PAVEMENT. EXISTING FIRE HYDRANT (F.H.) WITH THE FOLLOWING STANDARDS AND REQUIREMENTS: NEWPORT BLVD. AT 19th STREET: CALTRANS STANDARD T10 PLAN FOR TRAFFIC CONTROL SYSTEMS S. FINAL INSPECTION OF SEWER MAINS SHALL BE MADE BY THE CONTRACTOR PER PROJECT SPECIFICATIONS EXISTING WATER METER (W.M.) - SINGLE PLACENTIA AVE. AT 18TH STREET: WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), LATEST EDITION IN THE PRESENCE OF THE DISTRICT INSPECTOR. EXISTING WATER METER (W.M.) - DOUBLE PER CITY OF COSTA MESA ENCROACHMENT PERMIT. 9. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN WATER, RECYCLED WATER. AND SEWER MAINS PER CMSD STD DWG NO. S-110. - -_r EXISTING CATCH BASIN (C.B.) S. THE CONTRACTOR SHALL COMPLY TO CONSTRUCTION WORK HOURS AS DEFINED ON THE ENCROACHMENT PERMIT AS SPECIFIED BELOW: 10. CONTRACTOR SHALL CONFORM TO THE MINIMUM SEPARATION REQUIREMENTS BETWEEN STORM DRAIN AND PROPOSED MANHOLE (M.H.) NEWPORT BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT SEWER MAIN CROSSINGS PER CMSD STD DWG NO. S -109. EXISTING MANHOLE (M.H.) PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACHMENT PERMIT EXISTING ELECTRICAL OR TELEPHONE VAULT 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, EXISTING TREE TRAFFIC CONTROL. STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. ,.w ..,.. EXISTING SHRUBS 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 DENOTES DETAIL NUMBER CLEAN OF DEBRIS, DUST, AND OTHER NUISANCE AT ALL TIMES. THE CONTRACTOR SHALL BE 6 e RESPONSIBLE FOR ANY CLEAN -UP OF ADJACENT STREETS AFFECTED BY CONSTRUCTION. THE DENOTES SHEET NUMBER CONTRACTOR SHALL HAVE A VACUUM/19RUSH TYPE SWEEPER ON THE JOB SITE AT ALL TIMES TV DENOTES TYPE OF UTILITY CROSSING (IN PROFILE) DURING CONSTRUCTION. DENOTES APPROXIMATE HORIZONTAL POSITION OF 11. ALL PAVEMENT REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAW UTILITY CROSSING (IN PROFILE) CUT PRIOR TO REMOVAL AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT. DISPOSAL OF REMOVED PAVEMENT SHALL BE AT AN APPROVED DUMP SITE. ABBREVIATIONS 12 ALL CONCRETE DRIVEWAYS, SIDEWALKS OR CURBS TO BE REMOVED AND REPLACED SHALL AN NE TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED D PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE DISTRICT. AS AGGREGATE BASE LAT LATERAL I& THE CONTRACTOR SHALL REPAIR AND RESTORE EXISTING LANDSCAPE AND SURFACE IMPROVEMENTS ABAND ABANDONED LF LINEAR FEET TO ORIGINAL CONDITION TO THE SATISFATION OF THE DISTRICT. AC ASPHALT CONCRETE 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF EXCESS MATERIAL NOT USED ASPH ASPHALT PAVEMENT DURING CONSTRUCTION AT AN APPROVED DUMP SITE. MH MANHOLE 18. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. GROUNDWATER MAY BC BEGIN CURVE MIN MINIMUM BE PRESENT DURING CONSTRUCTION OF THE PROPOSED FACILITIES. THE CONTRACTOR SHALL BE OCR BEGIN CURB RETURN RESPONSIBLE FOR PREPARATION OF A DEWATERING PLAN IN CONFORMANCE WITH ALL REGIONAL WATER QUALITY CONTROL BOARD REQUIREMENTS. NAP NOT A PART CB CATCH BASIN NTS NOT TO SCALE 16. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL USING BASE PAVEMENT OR CCP CONCRETE CYLINDER PIPE STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT -OF -WAY PER THE FOLLOWING REQUIREMENTS SO ALL LANES OF TRAFFIC CAN BE OPENED. STEEL PLATES SHALL HAVE NON-SKID SURFACE. THE CONTRACTOR CF CURB FACE It PROPERTY LINE SHALL TACK DOWN OR SPIKE STEEL PLATES AND INSTALL TEMPORARY PAVEMENT AROUND PLATE EDGES. CO CLEAN OUT (SEWER) PP POWER POLE NEWPORT BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT CONC CONCRETE PT POINT PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACHMENT PERMIT CONT CONTINUOUS PVMIT PAVEMENT q CENTERLINE 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS BEFORE BEGINNING ANY CONSTRUCTION WORK. CMSD COSTA MESA SANITATION DISTRICT R R�NBBRCED CONCRETE PIPE RCP 18. EXISTING BENCHMARK/MONUMENT: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL c"3TAALISH�I�EPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED DIA DIAMETER REPAR REINFORCING STEEL PRIOR TO DECEMBER 31. 1981 OR A LICENSED LAND SURVEYOR. DWG DRAWING REQb REQUIRED R/W RIGHT-OF-WAY WAY 19. EXISTING UTILITIES AND STRUCTURES VERIFICATION: THE EXISTENCE AND LOCATION OF ANY EXISTING UTILITIES AND S CTURES SHOWN ON ANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD EC END CURVE VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR EL ELEVATION SCH SCHEDULE 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 EXIST. EXISTING SD STORM DRAIN DAMAGE TO THOSE LINES AND STRUCTURES. ALL COST OF POTHOLING AND EXPOSING SHALL BE BORNE SHT SHEET BY THE CONTRACTOR. FH FIRE HYDRANT STA STATION 20. UTILITIES CONFLICT: IF THE EXISTING UTILITIES OR STRUCTURES DIFFER FROM THOSE SHOWN ON THE STD STANDARD PLANS AND TRERMS A CONFLICT WITH THE PROPOSED FACILITIES. THE CONTRACTOR SHALL NOTIFY THE FM FORCE MAIN DISTRICT IN WRITING IMMEDIATELY TO DETERMINE THE DESIGN CHANGES OR RELOCATIONS REQUIRED TO ELIMINATE THE CONFLICT. FG FINISHED GRADE TC TOP OF CURB FS FINISHED SURFACE TS TRAFFIC SIGNAL TYP TYPICAL HPG HIGH PRESSURE GAS HOR (HORIZ) HORIZONTAL VCP VITRIFIED CLAY PIPE HWY HIGHWAY VERT VERTICAL INV INVERT WM WATER METER IRR IRRIGATION CALL TOLL FREE 1 -800- 227 -2600 TWO WORIONG DAYS BEFORE YOU DIG Underground Service Alert REV. I DATE I BY DESCRIPTION DESIGN ESSI PREPARED BY: JAN 2007Q� '8 PROJECT NO r,., 9 - ----- - - - - -- � � JOSEPH P. SINACORI II, PE DATE CMSD -181 ��� . +iF� SENIOR ENGINEER r COSTA MESA SANITARY DISTRICT ♦ 71 =- T.'WM Ell - A . NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT STANDARD SYMBOLS, ABBREVIATIONS, GENERAL AND SEWER NOTES AS -BUILT 05/09/2007 SHEET OF 6 SHEETS o) %7 o- N �I o� 3 D b N� V1. ,,�s 0H- t.c^syr ., r 6 9 7 6 STA. 10+00.00 CL PROPOSED MANHOLE BEGIN 14k"' ONSTRVCTION GRAVITY EWER N A. 9 +58.00 11 CO I \\ IN EC TAO E G,B'. EWER \ mil'� Ism- g� CURVE TABLE NO. DESC. IL R L T AO SEWER (j 07 °3954" 1,265.00' 168.86' 84.56' n�U CALL TOLL FREE '1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REV. DATE BY PRIVATE PROPERTY AT 1901 NEWPORT BLVD FUTURE CURB FACE EXIST. CURB FACE 7 CALTRANS R/W 1 12 +00 11 +00 BEGIN CURVE i ;ITY OF COSTA MESA R/W FUTURE RETAINING WALL STA. 12 +82 10 END CURVE A SCALE: 1" - 20' EXISTING OVERHEAD TRAFFIC SIGN 13+00 N32°59 ,{6 "E LEGEND I FUTURE STREET IMPROVEMENTS FUTURE SIDEWALK L] END CONSTRUCTION 8" GRAVITY SEWER MAIN �V.Ye1 STA. 13 +94.96 / ° Y ° CONNECT TO EXISTING SEWER MANHOLE GRAVITY SEWER MAIN/ ,..,._- ».,.. tee..:. ..nw =«.'. - .. ��„• _ FUTURE MEDIAN NEWPORT BOULEVARD DESIGN QR�ESS/f PREPARED BY: �o P• Sip l 1 JAN 2007 y U) CD No. 63489 PROJECT NO. *� Em 9 30 OF * _- - -- - JOSEPH P. SINACORI II, PE DATE C I'L CMSD -181 �gn���F6°°! SENIOR ENGINEER DESCRIPTION COSTA MESA SANITARY DISTRICT As�ri 14 +00 CONSTRUCTION NOTES O1 REMOVE EXISTING 8" SEWER AND INSTALL NEW 8" PVC SDR 35 SEWER PIPE WITH GASKETED JOINTS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. TRENCHING AND PAVING PER DETAIL e 6 O3 CORE DRILL EXISTING MANHOLE AS NECESSARY TO INSTALL NEW SEWER MAIN PER DETAIL 6 O POUR NEW MANHOLE BASE AND CHANNEL TO MATCH PROPOSED SEWER GRADES PER CMSD STD DWG NO. S -100. O5 CONSTRUCT 48" MANHOLE PER CMSD STD DWG NO. S -100 WITH BOLT DOWN COVER. O6 ADJUST SEWER MANHOLE FRAME AND COVER PER CMSD STD DWG NO. 5 -105 TO EXISTING STREET GRADE AFTER PAVEMENT HAS BEEN INSTALLED AND APPROVED BY DISTRICT INSPECTOR. O7 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 48" BELOW EXISTING GRADE. REMOVE MANHOLE BASE. BACKFILL WITH SAND AND COMPACT TO 90- PERCENT RELATIVE COMPACTION. RETURN FRAME AND COVER TO DISTRICT YARD. OS CUT AND PLUG EXISTING SEWER LINE WITH 1 -SACK SLURRY. O REPLACE EXISTING BRICK CROSSWALK IN KIND TO THE SATISFACTION OF THE DISTRICT AND OTHER GOVERNING AGENCIES. 10 REPLACE TRAFFIC SIGNAL LOOPS TO ORIGINAL CONDITION TO THE SATISFACTION OF THE DISTRICT AND OTHER GOVERNING AGENCIES. 11 INSTALL FLEXIBLE RUBBER BAND SEAL COUPLING, MISSION CLAY PRODUCTS OR APPROVED EQUAL, WITH SS SHEAR RINGS, CLAMPS, AND BOLTS. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL REVIEW AND COMPLY TO THE GENERAL AND SEWER NOTES ON SHEET NO. 3 DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES AS STATED IN THE GENERAL NOTES. 3. CONTRACTOR SHALL COMPLY TO CALTRANS STANDARDS AND ENCROACHMENT PERMIT REQUIREMENTS FOR ALL CONSTRUCTION WORK SHOWN HEREON. AS -BUILT 05/09/2007 COSTA MESA SANITARY DISTRICT SHEET NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT 4 GRAVITY SEWER PLAN AND PROFILE of 6 SHEETS BEGIN CONSTRUCTION 10N GRAVITY SEWER MAIN STA. 1+00 CONNECT TO EXISTING SEWER MANHOLE AND MODIFY DROP STRUCTURE El of 6L -- - - - - -- - - - ---------------- t — — — — — — — — — — — CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REV. DATE BY 1+00 18th STREET 7 4� W 100 - - - - - - - - - - - - - - - - - "SHE SURFACE -_ --- ----- - -- - - - - Z-_77 - ww_wl� T _Z7 7 10 GRAVITY SEWER MAIN - I PLACENTIA AVENUE DESCRIPTION DESIGN QROFESS/p�,PREPARED BY: Y. SINq JAN 2007 'z q 0 6 ;0 No. 9 ZIA011'07 J, 2 1 0 PROJECT NO. 9 )B JOSEPH P. SINACORI 11, PE DATE clvf�. SENIOR ENGINEER CMSD-181 OF COSTA MESA SANITARY DISTRICT .CX)UA MESA SANITARY DISTRICT - PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT GRAVITY SEWER PLAN AND PROFILE AS-BUILT 05/09/2007 1 SHEET A 6 SHEETS - - - - - - - - - - - - - - - ---- __---- - - - - -I z i -- - - - - -- - - - ---------------- t — — — — — — — — — — — CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert REV. DATE BY 1+00 18th STREET 7 4� W 100 - - - - - - - - - - - - - - - - - "SHE SURFACE -_ --- ----- - -- - - - - Z-_77 - ww_wl� T _Z7 7 10 GRAVITY SEWER MAIN - I PLACENTIA AVENUE DESCRIPTION DESIGN QROFESS/p�,PREPARED BY: Y. SINq JAN 2007 'z q 0 6 ;0 No. 9 ZIA011'07 J, 2 1 0 PROJECT NO. 9 )B JOSEPH P. SINACORI 11, PE DATE clvf�. SENIOR ENGINEER CMSD-181 OF COSTA MESA SANITARY DISTRICT .CX)UA MESA SANITARY DISTRICT - PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT GRAVITY SEWER PLAN AND PROFILE AS-BUILT 05/09/2007 1 SHEET A 6 SHEETS f of N In I O INSTALL PAVEMENT TO MATCH EXISTING FINISH SURFACE INSTALL CRUSHED AGGREGATE BASE PER ENCROACHMENT PERMIT IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE EXISTING MANHOLE WALI SAWCUT LINE SAWCUT LINE IN AREAS WHERE TRENCH CROSS TRENCH AND PAVEMENT NOTES: EXISTING PAVEMENT TO BE PROTECTED EXISTING PAVEMENT 1. TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT SHALL CONFORM TO THE LATEST EDITION OF THE GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION POLYETHYLENE OR APPLY 1" OF GUN GRATE AND THE FOLLOWING REQUIREMENTS. POLYURETHANE ROPE ELASTOMERIC SEALANT REPLACE EXISTING PAVEMENT NEW BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT TYPE FILLER (TYP.) IN ANNULAR SPACE (BOTH w ~! PER ENCROACHMENT PERMIT SIDES OF MEMBER) TYP. o °o o PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACMEHT PERMIT ?a IY N 0 o o a REPLACE EXISTING AGGREGATE BASE CITY OF COSTA MESA STD DWG N0. 813 �j�`UO °t7 ofl PER ENCROACHMENT PERMIT 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS o OooO o W4* w I;<` :.= PRIOR TO ANY TRENCH AND PAVEMENT WORK. vim 3. GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY LL a " THE CONTRACTOR. PAVEMENT MIX DESIGNS AND COMPACTION TESTS SHALL BE REVIEWED Z 18 MIN TRENCH BACKFILL PER ENCROACHMENT PERMIT AND APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR SHALL PROVIDE A REPORT mo i? (4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT. CL 4. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT 00 .41z oflp °po�000 6" MIN. REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S V) w °oO0000O 8" MAX. CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTORS OWN EXPENSE. SEWER PIPE PER PLAN Z o0 o o 0 00 o00 N D O.D. �O� 5. IDENTIFICATION VWARNING) TAPE SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND SHALL BE GREEN IN COL R. LETTERING SHALL BE BLACK IN COLOR AND 2 -INCH MINIMUM LINK -SEAL WALL SEAL a. 00§0 0 . IN HEIGHT WITH WORDING: "CAUTION: SEWER LINE BURIED BELOW ". STANDARD SERVICE a o0 0 o00 ° °o oog0o� 3/4" MAXIMUM NON- INSULATING CRUSHED ROCK TYPE 4" MIN. - 6% 8% & 10" PIPE - 6" MIN. - 12" PIPE & LARGER CALL TOLL FREE f 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert TYPICAL TRENCH AND PAVEMENT DETAIL f 1 NOT TO SCALE 6 REV. I DATE I BY I DESCRIPTION DESIGN JAN 2007 g Q`' o No. 63489 PROJECT N0. E,m 9/30/130 . CMSD -181 PREPARED BY: JOSEPH P. SINACORI II, PE DATE SENIOR ENGINEER COSTA MESA SANITARY DISTRICT EXISTING MANHOLE WALL PENETRATION DET NOT TO SCALE COSTA MESA SANITARY DISTRICT 2 6 NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT MISCELLANEOUS DETAILS AS -BUILT 05/09/2007 SHEET :0 OF 6 SHEETS 3 v O ma 00 0 IA z W INSTALL PAVEMENT TO MATCH EXISTING FINISH SURFACE INSTALL CRUSHED AGGREGATE BASE PER ENCROACHMENT PERMIT IDENTIFICATION (WARNING) TAPE INSTALLED 12" ABOVE THE PIPE EXISTING MANHOLE WALI SAWCUT LINE SAWCUT LINE IN AREAS WHERE TRENCH CROSS TRENCH AND PAVEMENT NOTES: EXISTING PAVEMENT TO BE PROTECTED EXISTING PAVEMENT 1. TRENCH AND PAVEMENT REMOVAL AND REPLACEMENT SHALL CONFORM TO THE LATEST EDITION OF THE GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION POLYETHYLENE OR APPLY 1" OF GUN GRATE AND THE FOLLOWING REQUIREMENTS. POLYURETHANE ROPE ELASTOMERIC SEALANT REPLACE EXISTING PAVEMENT NEW BLVD. AT 19th STREET: CALTRANS ENCROACHMENT PERMIT TYPE FILLER (TYP.) IN ANNULAR SPACE (BOTH w ~! PER ENCROACHMENT PERMIT SIDES OF MEMBER) TYP. o °o o PLACENTIA AVE. AT 18TH STREET: CITY OF COSTA MESA ENCROACMEHT PERMIT ?a IY N 0 o o a REPLACE EXISTING AGGREGATE BASE CITY OF COSTA MESA STD DWG N0. 813 �j�`UO °t7 ofl PER ENCROACHMENT PERMIT 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTOR AT LEAST TWO WORKING DAYS o OooO o W4* w I;<` :.= PRIOR TO ANY TRENCH AND PAVEMENT WORK. vim 3. GEOTECHNICAL EVALUATION DURING CONSTRUCTION SHALL BE PROVIDED AND PAID FOR BY LL a " THE CONTRACTOR. PAVEMENT MIX DESIGNS AND COMPACTION TESTS SHALL BE REVIEWED Z 18 MIN TRENCH BACKFILL PER ENCROACHMENT PERMIT AND APPROVED BY THE GOVERNING AGENCY. THE CONTRACTOR SHALL PROVIDE A REPORT mo i? (4 COPIES) OF THE GEOTECHNICAL OBSERVATION AND TESTING TO THE DISTRICT. CL 4. COSTA MESA SANITARY DISTRICT WILL NOT PAY FOR ADDITIONAL QUANTITY OF PAVEMENT 00 .41z oflp °po�000 6" MIN. REMOVAL AND REPLACEMENT THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S V) w °oO0000O 8" MAX. CONSTRUCTION OPERATIONS. THIS WORK WILL BE DONE AT CONTRACTORS OWN EXPENSE. SEWER PIPE PER PLAN Z o0 o o 0 00 o00 N D O.D. �O� 5. IDENTIFICATION VWARNING) TAPE SHALL CONFORM TO THE PROJECT SPECIFICATIONS AND SHALL BE GREEN IN COL R. LETTERING SHALL BE BLACK IN COLOR AND 2 -INCH MINIMUM LINK -SEAL WALL SEAL a. 00§0 0 . IN HEIGHT WITH WORDING: "CAUTION: SEWER LINE BURIED BELOW ". STANDARD SERVICE a o0 0 o00 ° °o oog0o� 3/4" MAXIMUM NON- INSULATING CRUSHED ROCK TYPE 4" MIN. - 6% 8% & 10" PIPE - 6" MIN. - 12" PIPE & LARGER CALL TOLL FREE f 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert TYPICAL TRENCH AND PAVEMENT DETAIL f 1 NOT TO SCALE 6 REV. I DATE I BY I DESCRIPTION DESIGN JAN 2007 g Q`' o No. 63489 PROJECT N0. E,m 9/30/130 . CMSD -181 PREPARED BY: JOSEPH P. SINACORI II, PE DATE SENIOR ENGINEER COSTA MESA SANITARY DISTRICT EXISTING MANHOLE WALL PENETRATION DET NOT TO SCALE COSTA MESA SANITARY DISTRICT 2 6 NEWPORT BOULEVARD AT 19TH STREET SEWER REPLACEMENT PLACENTIA AVENUE AT 18TH STREET SEWER REPLACEMENT MISCELLANEOUS DETAILS AS -BUILT 05/09/2007 SHEET :0 OF 6 SHEETS