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HomeMy WebLinkAboutS_5309_SA B C I 2 VICINITY MAP THIS DESIGN CONFORMS, IN PART, TO THE FOLLOWING EDITIONS OF THE CODES AND STANDARDS: CALIFORNIA CODE OF REGULATIONS, TITLE 24 (2010); NFPA 820-2012 STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND COLLECTION FACILITIES MARK DESCRIPTION DATE APPR, 3 4 5 6 7 ORANGE COUNTY SANITATION DISTRICT PROJECT NO. 5.47 BALBOA TRUNK SEWER REHABILITATION VOLUME Ill OF Ill DRAWINGS CONFORMED DOCUMENTS FOR CONSTRUCTION The addenda issued during the bidding period are incorporated into these documents. If discrepancies between these documents and the respective bidding documents Including addenda are found, the biddina documents with the orioinal addenda shall aovern. www.aeaom.oorn 8 NICO 9 10 PROJECT EXTENT--,,, LOCATION MAP ORANGE COUNTY SANITATION DISTRICT FOR IDDING APPROVAL DA APPROVAL DATE 00001 I 2 I GENERAL A -@ EXISTING EQUIPMENT OR & MATERIALS TO BE REMOVED L TO BE BUILT FOR ~ FUTURE REMOVAL 6 NEW FACILITIES (SOLID) [,:: EXISTING (SCREENED) # PROPERTY LINE, PHANTOM ~ LINE OR MATCH LINE ± CENTERLINE % B HIDDEN LINE OR ' FUTURE IMPROVEMENTS ~ WATER SURFACE CIVIL 89 -~¾¼'.44~iwz@ NATURAL GROUND OR GRADE ~ 'cJ C ~ GRANULAR MATERIAL SUCH AS ® CRUSHED ROCK OR GRAVEL ~ i,r'.ii ,,,, PAVEMENT IN PLAN ------oM'L (TYPE M3 NOTED) ~ AC PAVEMENT IN SECTION □ CB -x--x-FENCE -¢- ++++++-RAlLROAD -0- □ D 110 -~ EXISTING GRADE CONTOURS 8 (OR SCREENED) ~110-FINISH GRADE CONTOURS ---w-&"---Pv&- 120,0 EXISTING SPOT ELEVATION ---s---,g.'-'---yep X (OR SCREENED) --H-'-'----RGP---SD-- ~ FINISH GRADE SPOT ELEVATION ---0---4--- ___ , ___ J 112.50 TOP OF CURB ELEVATION (moo GUTTER OR GROUND ELEVATION ___ , ___ SWALE OR DEPRESSION --c;w-- 3 I 4 AT AND ANGLE CENTER LINE DEFLECTION NOTE DESIGNATION NUMBER OR POUND PLATE OR PROPERTY LINE PLUS OR MINUS PERCENT ROUND OR DIAMETER SUM SOIL BORING AND DESIGNATION HYORAITT BURIED VAf..VE CURB OR CURB AND GUTTER MANHOLE CATCH BASIN CATCH BASIN OR INLET STREET LIGHT UTILITY POLE SURVEY MONUMENT SURVEY CONTROL POINT WATER LINE AND SIZE SEWER LINE AND SIZE STORM DRAIN AND SIZE NATURAL GAS LINE, SIZE IF KNOWN POWER CONDUIT TELEPHONE CABLE TELEVISION I ABBREVIATION AC ACP AVE BLVD CATV Cl CIP CMP OWG EL ELEC EXIST G HORIZ IE MH NTS PCC PVC RCP s SD SAN SWR/SS ss ST STA TEL TOP TYP VCP VERT w 5 SHTNO DWGNO I ABBREVIATIONS DESCRIPTION ASPHALT CONCRETE ASBESTOS CEMENT PIPE AVENUE BOULEVARD CABLE TEVEVISION CAST IRON CAST IRON PIPE CORRUGATED METAL PIPE DRAWING ELEVATION ELECTRIC/ELECTRICAL EXISTING GAS HORIZONTAL INVERT ELEVATION MANHOLE NOT TO SCALE 6 PORTLAND CEMENT CONCRETE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE SLOPE STORM DRAIN SANITARY SEWER STAINLESS STEEL STREET STATION TELEPHONE TOP OF PIPE TYPICAL VITRIFIED CLAY PIPE VERTICAL WATER INDEX OF DRAWINGS DRAWING TITLE I 1 GOOOt GENERAL COVER SHEET AND LOCATION PLAN 2 G0002 INDEX OF DRAWINGS, SYM30LS AND ABBREVIATIONS 3 G0003 SEIM:R BYPASS ----PLAN AND NOTES 4 00004 GENERAL NOTES 5 00005 GENERAL NOTES 6 C1001 PLAN AND PROFILE ----STA 0-1-00 TO STA 10-+-00 7 C1002 PLAN AND PROF ILE ----STA 10t00 TO STA 20t00 8 C1003 PLAN AND PROFILE ----STA 20t00 TO STA 30+00 9 C1004 PLAN AND PROF ILE ----STA 30+00 TO STA 40t00 10 C1005 PLAN AND PROFILE -STA 40t00 TO STA 50t00 11 C1006 PLAN AND PROF I LE ----ST A 50+o0 TO STA 60+o0 12 C1007 PLAN AND PROF I LE ----ST A 60+o0 TO ST A 70+o0 13 C1008 PLAN AND PROF I LE ----ST A 70-+00 TO STA 80-+00 14 C1009 PLAN AND PROF ILE ----STA 80-+00 TO STA 90+o0 15 C1010 PLAN AND PROF ILE ----STA 90-+00 TO STA 100t00 16 C1011 PLAN AND PROF ILE -STA 100t00 TO STA 110+o0 17 C1012 PLAN AND PROFILE ----STA 110+00 TD STA 120-+00 18 C1013 PLAN AND PROFILE ----STA 120+00 TO STA 127+23.27 19 C5001 MANHOLE REHABILITATION DETAILS 20 C5002 SEl-\£R REHABILITATION DETAILS 21 C5003 CITY OF NEIAPORT BEACH STANDARD DETAILS 22 C5004 LATERAL LOCATIONS 23 C5005 BYPASS MISCELLANEOUS DETAILS 24 C5006 ROADWAY CROSSING DETAILS 25 C5007 ST AND ARD OCSO DETAILS c::::::) --:=--26 C5008 STANDARD OCSD DETAILS j 27 C5009 STANDARD OCSD DETAILS SEWER TO BE REHABILITATED ,,,,----.. , __ EDGE OF WATER; FLOWLINE g -28 C5010 STANDARD OCSD DETAILS f-~ 29 TC1001 TRAFFIC CONTROL PLAN ----BYPASS A g[g 30 TC1002 TRAFFIC CONTROL PLAN -BYPASS 8 ,('J 31 TC1003 TRAFFIC CONTROL PLAN -BYPASS C ,u ..-32 TC1004 TRAFF IC CONTROL PLAN -BYPASS D ~ ~ 33 TC1005 TRAFF IC CONTROL PLAN -BYPASS E ~~ 34 TC1006 TRAFFIC CONTROL PLAN ----BYPASS G ~~x F 35 TC1007 TRAFFIC CONTROL PLANS -BYPASS H WITH DIRECTIONAL ARROW -TEMP BYPASS -SEWER BYPASS (ABOVE GROUND) 3:1 ---------SEWER BYPASS (BURIED) SLOPE (3 HOR. TO 1 VERT.) 7 BENCH MARK: 8 I 9 I SECTION AND DETAIL DESIGNATIONS 1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS: / SECTION LITTER ~ DIRECTION OF N CUT A( ---w---DRAWING WHERE SECTION 2. SECTIONS ARE TITLED AS FOLLOWS: IS SHOWN SECTION r,:-< SECTION LETTER ---;csc",",,", 7r,-·-710"'----,\Cf-.c"w1"0U10;;-J1,___ DRAWING WHERE SECTION 3, DETAILS ARE IDENTIFIED AS FOLLOWS: A. ..__,,, WAS TAKEN ,,,,,,,.,-DETAIL NUMBER f2\ TITLE OF DETAIL '{:1001l DRAWING WHERE DETAIL IS SHOWN B. BY CIRCLING AREA TO BE DETAILED AND LEADERING OUT TO AN ENLARGED DETAIL OF THE CIRCLED ARF..A. 4. DETAILS ARE TITLED AS FOLLOWS: DETAIL SCALE: 1",,,10' / DETAIL NUMBER /2\ ~ DRAWING Wf'IERE DETAIL WAS TAKEN 5. NOTES LISTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED BY: w 10 ORANGE COUNTY SURVEYOR BENCHMARK U-1415 ELEV. 9.196 NAVD88 OCS 1995 ADJUSTMENT YEAR LEVELED: 1989 BRASS DISK ON TOP OF THE CONCRETE SEAWALL LOCATED AT 3700 NEWPORT BOULEVARD, 24.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING AT 3700 NEWPORT BOULEVARD, 7,5 FEET NORTH OF THE NORTHWEST END OF A BENCH, 1.0 FOOT EAST OF THE NORTH END OF A BLOCK WALL, 36 TC1008 TRAFFIC CONTROL PLAN ----BYPASS I g r r CUT OR FILL SLOPE; 37 TC1009 TRAFF I c CONTROL PLAN __ BYPASS J .f! E - -ARROWS POINT DOWN SLOPE 38 TC1010 TRAFFIC CONTROL PLAN -BYPASS K !f 39 TC3001 TRAFFIC CONTROL PLANS AT MANHOLES CONFORMED DOCUMENTS FOR CONSTRUCTION - '- §::: 0 ~ :0 1 TC3D~~ TRAFF IC CONTROL PLANS AT MANHOLES THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF ~I') ~ TREES, SHRUBS OR HEDGE TCJO TRAFFIC CONTROL PLANS AT MANHOLES DISCREPANCIES BETWEEN THESE DOCUMENTS ANO THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ~ O -1=::r=================:r=I=T-;;;:;;;;;--;;;;;:;;;;;;;:-:;:;:;;;;:;;;--;;j';;;-"T"-::::;;;:;;::-7-------------------T-::::;:;;;::::--------------------r----.J~'':';'"~~~AR~E~ro~u~ND~,~T~HE~Bl~DD~IN;G~D~05CU:M:E:N~:.:.;•~1T:H~T:HE:.;;:O:RIC:1Ni'~'~'~''rc'~ND~,~S~H:'~:::.:':"':E:RN:·_,_ ,,--a §Kr t---+-------------------+--+--DESIGIJED BY· SHEKHAR SAURABH 06/10~ ,#,<Of"ESS10½ WATER ® BALBOA TRUNK SEWER PROJECT NO . .S,::; DRAWN BY: CONNELLY, JOHN 06/10 /@:<;)·;\~ P. "o(&; A ~a·•~ REHABILITATION 5-47 :,:.:, CHECKED BY: JOYCE TIMOTHY 12/12 j ~.eft.f.~ AECOMUSA,lnc ~'-~ f~I ORANGE COUNTY DRAWING NO. 0 w 1--+------~-----_j__j _ _f-===~:=''="'='::==="'==--j • '',i;'c,,s{,/'/ ,/IJ SSSW.TowaaaaGo,alcyRoad INDEX OF DRAWINGS, SYMBOLS ~~ 1 ":: ~u:, ';,~:cs 1 •,~::,'.•::~:~~• ~';,".1;,;~;gf':;;:',.,,.41 SANITATION DISTRICT AND ABBREVIATIONS GQQQ2 MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) or CAI.I~ www.~ecom.com I I I I I 2 OF 41 I I I A B C Flow Bypass &-Lining SiHJUQJicing ~ FL0\ilJBYFAS$- k~1iill LIN!NG * Lining #1$ -The conlractor may choose. lo break Ull ID handle ,;.ervfoo I.iteral,; D ! r "" Work bet;Vs:en. 1ttl1 StteeHmd 16th Slr~t wlll_bS oornpl(llsd dtJ/ln\j;,cnool break, -BYP"l~\l "I;:'' ·Uningl/6 fil Se.Wl'.lflntrlk ~ lllll'lllll1 S$werTruOk " ~ Manholea -I 1!1 Pllmp,Sllllion w ----Ffr.iw DlmOtion '' ~76 -$ ,w I j v;o l 3 7 Lkf~1_E;!V:i/11ne/ 1,50D '"' ""--------=---------------------------------------------------------------------.:.:::id j E ~ ] ~ ~~ 8~ •" <.!. •• tJ., "o E ]8 F ·~ ] E ~8 OVERALL PLAN NOT TO SCALE 8 9 10 BYPASS NOTES w [1J l:l:l 8J @] [§] 12] [§] [£] [iQ] [i] [j1] iLll Iii] [i] [i] TAKE BYPASS FLOW FROM PUMP STATION WETWELL ROADWAY CROSSING AT SIDEWALK, SEE DETAIL 1 /C5006. LOCATE BYPASS PIPELINE ALONG CURB ROADWAY CROSSING AT STREET/PEDESTRIAN CROSSING, SEE DETAIL 1/C5006. ROADWAY CROSSING AT ALLEY, SEE DETAIL 1/C5006. ROADWAY CROSSING AT DRIVEWAY, SEE DETAIL 1/C5006. BURIED PIPELINE LOCATE BYPASS PUMPS IN PARKING SPACES (6'x24'). PUMP OUT OF MANHOLE BURIED PIPELINE ALONG MEDIAN. MAXIMIZE MEDIAN OPENING FOR FIRE TRUCK ACCESS CROSS INTERSECTION AND PICK UP SEWER FLOW PER DETA!L A ON DWG C5005 PICK UP LATERAL SEWER FLOW PER DETAIL 8 ON DWG C5005 CROSS INTERSECTION PER DETAIL C ON DWG C5005 LOCATE BYPASS PUMPS IN LEFT TURN LANE (6'x24') LOCATE BYPASS PUMPS IN MEDIAN (6'x24') USE BYPASS PUMP ANO TANKER TRUCK TO INTERCEPT SEWER FLOW FOR SEWER REACHES WITH LATERAL CONNECTIONS, INSTALL LINING DURING NON-BUSINESS HOURS (NIGHT WORK), CUT OPENINGS FOR LATERALS FOR NEXT BUSINESS DAY (SEE SPECIFICATIONS). SEE DETAIL 1 ON DWG C5004 FOR LOCATIONS. DISCHARGE BYPA~S FLOW TO MANHOLE DISCHARGE BYPASS FLOW TO MANHOLE PER DETAIL D ON DWG C5005 PICK UP SEWER FLOW PER DETAIL E ON DWG C5005 LOCATE BYPASS PIPELINE IN MEDIAN BLOCK CROSS STREET/ALLEY/DRIVEWAY TRAFFIC (USE ABOVE GRADE BYPASS PIPE). CONNECT LATERAL SEWERS THROUGH MANHOLE WITH TEMPORARY PIPE. BREAK INTO MANHOLE CONE FOR BELOW GRADE PIPELINE PENETRATION. REPAIR MANHOLE AND APPLY POLYURETHANE COATING WHEN COMPLETE. LOCATE BYPASS PUMP IN RIGHT LANE. m ~ CONFORMED DOCUMENTS FOR CONSTRUCTION §;: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS, IF ~ n DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING fi:l O ADDENDA ARE FOUND, THE: BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ,N-1=:r=================:r=:r=T-;;,;;;:;;:;;-;;;;;;;;;:-;;;:;:;;:;;;;-:-;;,;;;r-::;;;:;;:;;;;;:::-7r------------------T-::;:;;;;:::------------------..,.----..J--.:,;-;:;;~:f;;iii:ii;;;;;i;;------------7iie'ciec""w:--------t-~~ l---+-------------------1----+--j DESIGNED BY·SHEKHAR SAURASH 06/10 WATER ~ BALBOA TRUNK SEWER PROJECT NO. ~:, DRAWN BY: CONNELLY. JOHN 06/10 A =~oi•AI REHABILITATION :: CHECKED BY: JOYCE TIMOTHY -12/12 ~~~~o~~~~~n~ounlryRoad M::'-1 rY'I ORANGE GOU NTY SEWER BYPASS DRAWING NO. ~~ ":: ~u,: 1 ~,~:ES ~';,"J;a;~:;,""l"i\:',,,,,., SANITATION DISTRICT PLAN AND NOTES GQQQ3 MARK DESCRIPTION DATE APPR. (IF NOT r-SCALE ACCORDINGLY) www.aeoom.com 3 OF 41 5-47 i " w " 0 C :g E ~ l A B C - t -~~ 8~ .~ -f~ ' ' ~~ i-=~ F g EE 0 O rno I 2 I 3 GENERAL NOTES 1. COORDINATE ALL WORK WITH THE OCSD ENGINEER. 2, ALL WORK SHALL COMPLY WITH THE CONTRACT DOCUMENTS, CONDITIONS OF THE CITYS ENCROACHMENT PERMITS AND ALL OTHER PERMITS FROM AGENCIES HAVING JURISDICTION OVER THE WORK. 3. ENGINEER OF RECORD PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 4. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPELINE. I 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING CURBING, PAVEMENT, UNDERGROUND AND ABOVE GROUND FACILITIES, LANDSCAPING, AND OTHER FACILITIES ON THE PROJECT AND SHALL REPAIR ANY DAMAGE AT NO ADDITIONAL COST TO OCSD AND TO THE SATISFACTION OF THE OCSD AS WELL AS THE APPROPRIATE PERMITTING AGENCIES AND/OR PROPERTY OWNERS. 6. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK DURING CONSTRUCTION. DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY. 7. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY LAWS ANO ORDINANCES RELATING TO SAFETY AND CHARACTER OF THE WORK, EQUIPMENT AND LABOR PERSONNEL. THIS SHALL INCLUDE BUT IS NOT LIMITED TO, THE SHORING OF TRENCHES, VENTILATION OF CONFINED SPACES, CONFORMANCE TO TRAFFIC CONTROL REQUIREMENTS INCLUDING THE PROVISION AND MAINTENANCE OF BARRICADES, AND THE PREPARATION AND IMPLEMENTATION OF TRAFFIC CONTROL PLANS AS REQUIRED. 8. FOR ALL TRENCHING EXCAVATIONS FOUR (4) FEET OR MORE 1~1 DEPTH, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) DIVISION OF SAFETY PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND DESIGN OF THE EXCAVATION SHORING SYSTEMS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL SUBMIT SHORING SHOP DRAWINGS AND CALCL'LATIONS CONFORMING TO CALIFORNIA OSHA REQUIREMENTS AND THE CONTRACT DOCUMENTS, INCLUDING THESE DRAWINGS AND PROJECT SPECIFICATIONS. ALL SHORING DESIGNS AND CALCULATIONS ARE TO BE PREPARED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER PRIOR TO STARTING THE WORK. 9. ALL PRODUCTS LISTED BY MAKE AND MODEL MAY BE SUBSTITUTED WITH AN EQUAL PRODUCT ONLY UPON WRITTEN REQUEST BY CONTRACTOR AND ACCEPTANCE BY ENGINEER, UNLESS OTHERWISE NOTED. 10. BIDDERS ARE URGED TO VISIT THE SITES TO VERIFY EXISTING CONDITIONS AND SURROUNDING ENVIRONMENT PRIOR TO SUBMITTING BIDS. ACCESS INTO MANHOLES WILL NOT BE AVAILABLE DURING PRE-BID. IT IS THE CONTRACTORS RESPONSIBILITY TO BE SUFFICIENTLY FAMILIAR WITH EACH WORK SITE TO INCLUDE ALL THE TIME, MATERIALS, EQUIPMENT, CREW, AND WORK NECESSARY TO CONSTRUCT COMPLETE AND OPERABLE TEMPORARY BYPASS SYSTEMS. 11. CONTRACTOR SHALL REPLACE ALL EXISTING TRAFFIC CONTROL STRIPING, SIGNAGE, IN-PAVING CONTROL WIRE LOOPS, WIRES BETWEEN TRAFFIC LIGHTS, SIGNAL CONDUIT, WIRE BETWEEN TRAFFIC LIGHTS ANO CONTROL BOX INCLUDING INTERSECTION CROSSINGS, IN KIND. CONTRACTOR SHALL COORDINATE WITH CITY INTERSECTION SIGNAL TIMING. CONTRACTOR SHALL COMPLY WITH CITYS GENERAL NOTES REGARDING PROTECTING IN PLACE, AND REPLACE TRAFFIC LOOPS AT NO ADDITIONAL COST TO OCSD. 12. CONTRACTOR SHALL COMPLY WITH NOISE LIMITATION REQUIREMENTS OF THE CITY FOR ALL EQUIPMENT USED ON THE PROJECT, INCLUDING BUT NOT LIMITED TO ALL MOTORIZED AND MECHANICAL EQUIPMENT, ODOR CONTROL, TRAFFIC CONTROL, NIGHT LIGHTS, ETC. SEE SPECIFICATION SECTION 01140 WORK RESTRICTIONS FOR ADDITIONAL REQUIREMENTS. 13. CONTRACTOR IS NOT PERMITTED TO DISCHARGE ANY CONSTRUCTION WATER INTO THE CITY OF NEWPORT BEACH S LOCAL SEWER COLLECTION SYSTEM. CONTRACTOR MAY USE OCSD OWNED SEWER PIPELINE FDR DISPOSAL OF LEGAL CONSTRUCTION WATER. ANY HAZARDOUS LIQUID WASTE MUST BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, FEDERAL, AND REGULATORY AGENCY LAWS, REGULATIONS, AND GUIDELINES. MATERIAL GENERATED AS A COURSE OF THE CONTRACTORS WORK SHALL BE DISPOSED OF AT NO ADDITIONAL COST TO OCSD. 4 I 5 I 6 I MANHOLE REHABILITATION 14. MANHOLE REHABILITATION SHALL BE DONE WHILE THE APPROVED TEMPORARY BYPASS IS IN OPERATION. 15. FOR ALL MANHOLES WHERE MODIFICATIONS TO THE FLOW CHANNEL OCCUR, THE LINING SHALL BE REPAIRED WITH SIMILAR MATERIALS IN KIND. 16. ALL NEW MANHOLE FRAME AND COVERS SHALL BE BOLT DOWN TYPE PER OCSD STANDARD DRAWING S-054 INCLUDING BUT NOT LIMITED TO PRECAST MANHOLES, NEW CONCRETE STRUCTURES, ETC. 17. ALL MANHOLE COVERS SHALL BE SEALED UPON COMPLETION OF WORK PER OCSD STANDARDS INCLUDING BUT NOT LIMITED TO PRECAST MANHOLES, NEW STRUCTURES, ETC. 18. OCSD SHALL PROVIDE MANHOLE PRE-CONDITION INSPECTION DURING THE LINE CLEANING PHASE OF WORK WITH TRAFFIC CONTROL BY CONTRACTOR. BID QUANTITIES FOR VARIOUS MH REHABILITATION ITEMS WILL BE ADJUSTED TO MATCH FOUND CONDITIONS AND WORK REQUIRED. 19. CONTRACTOR SHALL REPAIR ANY SUBSEQUENT DAMAGE CAUSED TO THE MANHOLES DURING THE WORK. ODOR CONTROL 20. CONTRACTOR SHALL PREPARE AND SUBMIT AN ODOR CONTROL PLAN PER SPECIFICATION SECTION 13720 TEMPORARY ODOR CONTROL FOR ACCEPTANCE BY OCSD PRIOR TO COMMENCING WORK. ~ 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES SO THAT THOSE COMPANIES MAY MARK THE LOCATIONS OF THEIR UTILITIES PRIOR TO PIPELINE REHABILITATION AND CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND TO FIELD VERIFY THE LOCATION ANO DEPTH OF EXISTING UTILITIES IN ADVANCE OF CONSTRUCTION. THIS DATA IS PROVIDED SOLELY AS AN AID TO BIDDING AND SHALL NOT SUBSTITUTE FOR THE CONTRACTORS OWN UTILITY LOCATION RESPONSIBILITIES. 22. THE TYPES, EXTENTS, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES, AS SHOWN ON THESE PLANS, WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER OF RECORD IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATION AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES SHOWN IN PLAIN VIEW WITH THE PREFIX OH ARE NOT SHOWN IN PROFILE OR SECTION DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OVERHEAD ELECTRIC LINES (INCLUDING POWER AND COMMUNICATION LINES) AND PLANNING SETUP OF EQUIPMENT SO THAT THE OVERHEAD LINES DO NOT INTERFERE WITH CONSTRUCTION MEANS AND METHOD. WORKING WITH OR AROUND OR TEMPORARILY MOVING OVERHEAD LINES SHALL BE INCLUDED IN CONTRACTORS BID. OVERHEAD LINES SHALL NOT CAUSE ANY MONETARY INCREASE IN CONTRACT. 23. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL ACTUAL TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. UTILITIES WITH INVERT ELEVATIONS WERE OBTAINED FROM RECORD DRAWINGS PROVIDED BY THE RESPECTIVE UTILITY TO THE ENGINEER OF RECORD. THE CONTRACTOR IS CAUTIONED THAT THE FIELD CONDITIONS MAY VARY FROM THE INFORMATION SHOWN ON THE PLANS. IF PRECISION IS REQUIRED AS TO THE EXISTENCE AND LOCATIONS OF THE FEATURES IN ORDER TO EXECUTE THE WORK AS SHOWN ON THE PLANS, CONTRACTOR SHALL OBTAIN THE INFORMATION AT NO ADDITIONAL COST BY DETAILED FIELD INVESTIGATION, INSTRUMENT SURVEYING AND POTHOLING TECHNIQUES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OR ALL DAMAGES CAUSED BY THE FAILURE OF LOCATION AND PROTECTING UNDERGROUND UTILITIES AND STRUCTURES. 7 I 8 I 9 I 10 TEMPORARY BYPASS PIPELINE 24. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIAL AND SUPPLIES AND PERFORM ALL OPERATIONS REGtUIRED TO TEMPORARILY BYPASS PUMP SEWAGE DURING ALL GIPP LINER INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL PUMPS, PIPING AND OTHER EQUIPMENT NECESSARY TO ACCOMPLISH THE TEMPORARY BYPASS PUMPING, PERFORM ALL CONSTRUCTION, OBTAIN ALL PERMITS: PAY ALL COSTS, AND PERFORM COMPLETE RESTORATION OF ALL EXISTING FACILITIES AND AREAS DISTURBED TO CONDITIONS EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS AND TO THE SATISFACTION OF OCSO. COMPLY WITH ADDITIONAL REQUIREMENTS OF SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE FLOW. 25. THE CONTRACTOR SHALL SUBMIT TO OCSD A DETAILED PLAN AND DESCRIPTION OUTLINING ALL PROVISIONS AND PRECAUTIONS THAT THE CONTRACTOR SHALL TAKE REGARDING THE HANDLING OF FLOWS DURING SEWER REHABILITATION. THE PLAN SHALL BE SUBMITfED TO OCSD IN ACCORDANCE WITH THE SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE FLOW. 26. THE CONTRACTOR SHALL PROVIDE REDUNDANCY FOR THE BYPASS SYSTEM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 27. REGULATORY AGENCY REQUIREMENTS AND FINES DUE TO SEWAGE SPILLS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 28, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY AND ALL EXISTING UTILITIES IN THE AREA WHERE THE CONTRACTOR SELECTS TO LOCATE THE BYPASS PIPELINES. THE CONTRACTOR SHALL LOCATE TH:: BYPASS PIPELINES TO MINIMIZE ANY DISTURBANCE TO EXISTING UTILITIES AND SHALL OBTAIN ACCEPTANCE OF THE PIPELINE LOCATIONS FROM OCSD AND CITY OF NEWPORT BEACH REPRESENTATIVES. ALL COSTS ASSOCIATED WITH RELOCATING UTILITIES AND OBTAINING ACCEPTANCE SHALL BE INCLUDED IN THE CONTRACTORS BID PRICING, AND AT NO ADDITIONAL COST TO THE PROJECT. 29. CONTRACTOR SHALL INSTALL TEMPORARY SPILL CONTAINMENT BENEATH ALL PUMPS AND DRIVERS. SPILL CONTAINMENT SHALL BE SIZED LARGE ENOUGH TO CONTAIN ANY DRIPS AT THE SUCTION AND DISCHARGE CONNECTIONS AND HAVE ENOUGH VOLUME TO CONTAIN ANY FUEL SPILL. BERMS SHALL HAVE A MINIMUM 6 INCH HEIGHT IRRESPECTIVE OF TOTAL VOLUME. TEMPORARY CONTAINMENT BERM SHALL BE PORTABLE AND FREE STANDING SIMILAR TO NEW PIG, INTERSTATE PRODUCTS INC; RAIN-FOR-RENT; OR EQUAL. 30. CONTRACTOR SHALL PLACE TEMPORARY SPILL CONTAINMENT UNDER THE BYPASS PIPELINE WHEN DISMANTLING A JOINT FO~ EITHER CLEANING, CLEARING, OR DEMOBILIZING THE PIPELINE. 31. CONTRACTOR SHALL POSITION BYPASS PIPE TO MINIMIZE IMPACTS TO THE PUBLIC, RESIDENTS, AND BUSINESSES. FINAL PIPE LOCATION SHALL BE COORDINATED AND ESTABLISHED IN FIELD WITH OCSO AND CITY OF NEWPORT BEACH REPRESENTATIVES. CONTRACTOR, WHERE POSSIBLE, SHALL MAXIMIZE ROAD AND ON STREET PARKING. FINAL POSITIONING OF PIPELINE IN THE FIELD BY THE CONTRACTOR SHALL BE INCLUDED IN BID PRICING. 32. AN INFLATABLE SEWER LINE PLUG SHALL BE INSERTED INTO THE LINE UPSTREAM OF THE SECTION BEING REHABILITATED. ANY DAMAGE CAUSED BY THE LEAKING OR FAILURE OF A PLUG IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE PROJECT OR OCSD. PLUGS SHALL BE SECURED WITH CABLE OR ROPE AND HAVE AIR FITTING AND PRESSURE GAUGE ACCESSIBLE FROM SURFACE ABOVE MANHOLE RIM. PLUGS SHALL HAVE AUDIBLE LOW PRESSURE ALARM FOR LOSS OF PRESSURE. 33. THE CONTRACTOR SHALL PERFORM LEAKAGE AND PRESSURE TESTS PER SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE PLANS ON THE BYPASS PIPING PRIOR TO THE ACTUAL OPERATION. THE CONTRACTOR SHALL OBTAIN CITY OF NEWPORT BEACH TEMPORARY WATER METER AND COST FOR TESTING WATER SHALL BE INCLUDED IN CONTRACTORS BID. CONTRACTOR SHALL NOTIFY OCSD IN WRITING AT LEAST 72 HOURS PRIOR TO TESTING. CONTRACTOR SHALL NOT DIVERT ANY SEWER FLOW WITHOUT WRITTEN PERMISSION FROM OCSD. 34, CONTRACTOR SHALL SAWCUT, REMOVE AND REPAIR PAVEMENT, CONCRETE CURB, AND SIDEWALK AS NECESSARY FOR BYPASS PIPELINES. 35. CONTRACTOR SHALL BE PREPARED TO EXCACATE AND BREAK THROUGH AND REPAIR THE SIDE OF THE MANHOLE WHERE THERE ISN'T ENOUGH SPACE TO FIT GIPP LINER AND BYPASS PIPING THROUGH ONE MANHOLE OPENING. •~ CONFORMED DOCUMENTS FOR CONSTRUCTION § ~ THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF :2,.., DISCREPANCIES 8En'IEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ~~~t:::r:::::::::::::::::::::::::::::::::::r:::r::Jr-------==-~":'.".:::::::'.-~~"T--"::::----,-------------------,----------------------------.t:AO~O~EN~O:A~A:RE:.:::CO~UN:0~,2TH:E:.!8'D~O:<N~G~O~O~CO!M!EN:~::..:w:ff:H2T:HE:_2:0R:,O~,N!A~L~A~DD~E~ND:A~S:~:L~L~G:~~E~RN~._J_ 6Jo.n ,-DESIGNED SY·SHEKHAR SAURABH -06/10 - _9-::'. DRAWN BY: CONNELLY JOHN -06/10~ ~A;-,!~~~E!~ 1 ~&-i< WATER A:CiOM :,:..:~ ,..-o.,,_fi; -CHECKED BY: JOYCE TIMOTHY 12/12 ?:. dt. f ~ AECOM USA, Inc "LL.i ~ 7".'C.liadd ') r:;11 9S9 W. Town and Country Raad ~\<c I LINE IS 2 INCHES I ~ Exp. 06/J0/14 :/J Orange,CA02868-4713 □ □ AT FULL SIZE ~ ~ T 714.587.2601 F 714.567.2441 MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) i'tt:;_i~;L\,Jif' www.aecom.com I I I I BALBOA TRUNK SEWER PROJECT NO. @ ORANGE COUNTY REHABILITATION 5-47 DRAWING NO. SANITATION DISTRICT GENERAL NOTES G0004 4 OF 41 I T I I ] 0 i! ~ g~ ,o <r!. ; "t A B - C ~~ ~~ F ~E &l 8 I 2 I 3 GENERAL NOTES 'TRAFFIC COlll]ROL 35. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION EQUIPMENT FROM PROJECT SITE(S) WITHIN RIGHT OF WAY OF ROAD, STREET, ETC., OVERNIGHT, NO OVERNIGHT PARKING OF EQUIPMENT IS PERMITTED BY OCSD, EXCEPT NECESSARY EQUIPMENT SPECIFIC TO THE TEMPORARY BYPASS LINES SHALL REMAIN ON SITE WITHIN THE PROJECT LIMITS WITHIN THE RIGHT OF WAY. IF EQUIPMENT IS NOT BEING USED OR IS NOT NECESSARY BACKUP EQUIPMENT, IT SHALL BE REMOVED WITHIN 24 HOURS. STAGING AREA I 36, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY NEEDED STAGING AREAS THROUGHOUT THE PROJECT. PRIOR TO CONTRACTOR USE OF ANY PUBLIC OR PRIVATE STAGING AREA, THE CONTRACTOR SHALL PROVIDE A PROJECT SUBMITTAL FOR OCSD REVIEW, ACCEPTANCE AND RECORD PURPOSES THAT SHOWS l.J\ND OWNER PROOF OF PERMISSION AND AGREEMENT FOR SUCH USE, SEDIMENT COt/lROL AND BMP 37. STOCKPILES OF SOIL ONSITE ARE NOT PERMITTED. 38. APPROPRIATE BMPS FOR CONSTRUCTION-REU\TED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES BY WIND OR RUNOFF. 39. RUNOFF FROM EQUIPMENT SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS, VEHICLE WASHING ONSITE WITHIN THE PROJECT LIMITS IS NOT PERMITTED. 40. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 41. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE, DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE AUTHORIZED UNDER CALIFORNIAS GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY ONLY WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD AND ARE CONTROLLED THROUGH IMPLEMENTATION OF APPROPRIATE BMPS FOR ELIMINATION OR REDUCTION OF POLLUTANTS. NON-STORMWATER DISCHARGES MUST BE ELIMINATED OR REDUCED TO THE EXTENT FEASIBLE, 42, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS, STAINS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCc;:ETE AND REU\TED CUTTING OR CURING RESIDUES; FLOATABLE WASTES, WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPERCHLORINATED POTABLE WATERLINE FLUSHING AND TESTING. 43. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ONSITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. SEQUENCE OF WORK 44. THE CONTRACTOR SHALL COMPLETE THE PROJECT IN THE GENERAL SEQUENCE OF WORK LISTED IN SPEC SECTION 01120. VARIATIONS FROM THIS REQUIRED SEQUENCE OF WORK MAY BE SUBMITTED FOR REVIEW AND ACCEPTANCE AS PART OF THE SUBMITTAL PROCESS. FOLLOWING THE SEQUENCE OF WORK DOES NOT RELIEVE THE CONTRACTOR FROM OVERALL COMPLIANCE WITH THE DETAILED REQUIREMENTS OF THE WORK. 4 I 5 I 6 I SUMMARY Of KEY CIPP REQUIREMENTS 45. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATION SECTION 15269 CURED-IN-PLACE PIPE (CIPP) AND ELSEWHERE IN THE CONTRACT DOCUMENTS. 46. THE EXISTING SEWER SHALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER PRIOR TO ANY CIPP INVERSION WORK. 47. A FULL AND COMPLETE MAINLINE BYPASS AND PUMPED BYPASS OF ALL LOCAL CONNECTIONS SHALL BE IN Pl.J\CE, TESTED, AND ACCEPTED BY THE ENGINEER PRIOR TO ANY CIPP INVERSION WORK. 48. COMPLETE RELATED WORK OF SPECIFICATION SECTION 01140 WORK RESTRICTIONS, SECTION 13720 TEMPORARY ODOR CONTROL, SECTION 01551 MAINTENANCE AND PROTECTION OF TRAFFIC AND OTHER PROJECT REQUIREMENTS AS SHOWN AND SPECIFIED. 49. CIPP SHALL BE COMPLETED THROUGH THE LENGTHS, SLOPES, AND MANHOLES SHOWN ON THE PLANS. ALL RESIDUAL SEWER CLEANING WATER & DEBRIS SHALL BE REMOVED FROM THE PIPELINE PRIOR TO CIPP INSTALLATION. THIS SHALL BE ACCOMPLISHl:D BY PULLING A FOAM PIG THROUGH THE PIPE TO BE LINED, OR BY OTHER APPROVED MEANS. DISPOSAL OF CLEANING DEBRIS SHALL BE PER CONTRACT DOCUMENTS. 50. ALL MANHOLE ACCESSES AND SIDE CONNECTIONS TO THE WORK SHALL BE RESTORED AFTER THE CIPP IS CURED IN PLACE, 51. ALL SYNTHETIC MANHOLE LININGS SHALL BE KEPT IN GOOD CONDITION DURING THE WORK AND ANY DAMAGE DUE TO THE WORK SHALL BE REPAIRED AT NO ADDITIONAL COST TO OCSD. A PRE-LINER SHALL BE USED THROUGHOUT THE PROJECT REGARDLESS OF INSTALLATION METHOD. 52. CONTRACTOR SHALL SUBMIT MATERIALS, MEANS & METHODS FOR REVIEW & ACCEPTANCE BY ENGINEER PER SPECIFICATION SECTION 15269 CURED-IN-PLACE PIPE (CIPP) PRIOR TO START OF CIPP WORK. 53. CIPP SHALL BE IN ACCORDANCE WITH ASTM F1216 FOR A FULLY DETERIORATED PIPE CONDITION. STRUCTURAL CALCS INCLUDING THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE: a. H-20 TRAFFIC LOAD WITH 2.0 IMPACT FACTOR FOR THE RANGE OF DEPTH OF COVER ON THE PROJECT. b. BUCKLING WITH GROUNDWATER TO GROUND SURFACE ASSUMED FOR CALC PURPOSES, c. RANGE OF HYDRAULIC CONDITIONS FROM OPEN CHANNEL FLOW TO 5 PSI INTERNAL OPERATION PRESSURE AND 12 PSI TEST PRESSURE. d. EARTH LOADS. 54. GIPP WITH VINYL-ESTER RESIN ONLY PER GREENBOOK, 2009 EDITION SHALL BE PROVIDED WITH TANGENT FLEXURAL MODULUS OF ELASTICITY OF 250,000 PSI, FLEXURAL STRENGTH OF 4,500 PSI, TENSILE STRENGTH OF 3,000 PSI AND TENSILE MODULUS OF 250,000 PSI. 55. CIPP SHALL BE TESTED HYDROSTATICALLY FOR HOT WATER CURED SEGMENTS AND WITH LOW PRESSURE AIR FOR STEAM CURED SEGMENTS. TESTS SHALL BE PER SPECIFICATION SECTION 15269 CURED-IN-PLACE PIPE (CIPP) AND AS OTHERWISE REQUIRED. 56. CONTRACTOR SHALL PROVIDE RESTRAINED AND Pl.J\TE SAMPLING AND TESTING AS SPECIFIED IN SPECIFICATION SECTION 15296 CURED-IN-PLACE PIPE (CIPP). 57. CCTV AND PRESSURE TESTING PER SPEC SHALL BE COMPLETED AFTER CIPP CURING PER THE REQUIREMENTS OF SPECIFICATION SECTION 15269 CURED-IN-PLACE PIPE (GIPP) 58. A FINAL CCTV INSPECTION WILL BE CONDUCTED BY OCSD AT THE DISCRETION OF OCSD PRIOR TO EXPIRATION OF THE ONE YEAR WARRANTY PERIOD, 7 I 8 I 9 I 10 NOTES FOR WORK IN CITY OF NEWPORT BEACH 59. CONTRACTOR SHALL MEET THE TRAFFIC CONTROL, TIME OF WORK, NOISE CONTROL, ANO OTHER REQUIREMENTS OF THE CITY OF NEWPORT BEACH INCLUDED IN THE CONTRACT DOCUMENTS, AND AS OTHERWISE REQUIRED BY THE CITY. 60. SEE SPECIFICATION SECTION 01140 WORK RESTRICTIONS FOR ADDITIONAL CITY OF NEWPORT BEACH REQUIREMC:NTS. NOTICE TO CONTRACTOR ALL CITY REQUIREMENTS FOR ENCROACHMENT PERMIT PROCESSING SHALL BE CONSIDERED PERMIT REQUIREMENTS FOR PURPOSES OF SPECIFIED ORDER OF CONTRACT DOCUMENT PRECEDENCE. ~~ CONFORMED DOCUMENTS FOR CONSTRUCTION '" THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF 0 C- :2,..., DISCREPANCIES BElWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ~~--t.=-=-~c__:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_=+L=-=-=+-L=-~]"-;:;;;;;;;;;;;:;;:;;;;:-;:;:;:;;;-:-;;;j';;;-r-:::;;;;;;;;;:::-7rr-::-------:::-=:-:-r---T-::::;:;;;;i;;,::------------------"T----...L:'':'~'"i'~'~'i"~"='~NO~,~TiH'r;i"~"i'"~'i'i'i':'":':'':'~•:n~·H~T:HE~OR:IC:''n"~'i''~'i''~A~S~H:":'~':'v:':":·_,_ 0 • 1 DESIGNED BY·SHEKHAR SAURABH 06/10 ~-,,.oms,0~ WATER @ BALBOA TRUNK SEWER PROJECT NO. j~ i-+-----------------.J _ _J _ __)----'D"'Rc::AW::'.Nc:'.'..BY-'•":=.C~O"N=N=EL=LY'=,~J"O=HN~=C06'=/~1=D~~ f1[~,?~·1f"' 1 \~"o,.:~, A =~oiAJII REHABILITATION ;;.:~ CHECKED BY:JOYCE TIMOTHY -12/12 r· "'ta AECOMUSA,lnc ~\.-I f~I ORANGE CQLJNTY DRAWING NO. \f.\ E rn 999 W. Town and Country Road ~~ 1 ":: ~u,~ 1 ~,~~" I ~''""'' a ~·;,"£;,;~~,":·;;:",,,, .. , SANITATION DISTRICT GENERAL NOTES GQQQ5 MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) www.aecom.com 5 OF 41 5-47 I I I I I I I I 2 3 4 5 6 7 8 A B C 9 10 NOTE: SEE DWG-G003 FOR BYPASS NOTES. BALBOA TRUNK SEWER REHABILITATION PLAN AND PROFILE STA 0+00 TO STA 10+00 PROJECT NO. 5-47 DRAWING NO, C1001 6 OF 41 2 3 4 5 6 A B C 030-000 BYPASS "K" I 7 8 ,,. \ j -"¼ LA :.lmr✓,£; 15 11 L -~-2-0l.---~ -~"-~=~~i~~N=~ - .,.LJQ00:35=.GOO:O-·:... STA 19-;k.46.39 , .,~.Jrl·-·f· USE BYPASS PUMP\ 1);.:;; "' ;;~~~:~ AND TANKER TO INTERCEPT SEWAGE FLOW FROM EXISTING CLEANOUTS DURING GIPP OPERATIONS, TO INTERCEPT SEWAGE FROM EXISTING CLEANOUT DURING CIPP I OPERATIONS, MAINTAIN PEDEST;JRIAN ACCESS. fh fh 5 LATERALS 16 MA NTAIN PEDESTRIAN ACCESS. 9 10 u £ NOTE: SEE DWG-G0003 FOR BYPASS NOTES. 2 3 4 5 6 7 8 9 10 A B "l"/"J" C MARK DESCRIPTION DATE APPR. OF 41 2 3 4 A B C MARK DESCRIPTION DATE APPR. 5 6 END BYPASS "H" 17 23 BYPASS 'l" A,lnc A:COM and Counlry Ro~d 92868-4713 01 F 714,567.2441 www.aecom.oom 7 8 9 10 NOTE, SEE DWG-GOOO3 FOR BYPASS NOTES, PROJECT NO. 5-47 DRAWING NO. C1004 9 OF 41 2 3 4 5 6 7 8 9 10 A B C ----· ~~ ·1.;t ~ ~ =-=-SD-~;~=. -,,,._._,__""=-,-,SD-~.w---f\Gp--.~ l ,. ~ T '"'''"'. 1§' i§' NOTE: SEE DWG-G0003 FOR BYPASS NOTES. 2 3 4 A B C 5 -+ ---·-'·--·- 6 BEGIN BYPASS "G" AT WETWELL 7 8 9 10 I -~-~cf®~ 0 83-0015__ _ _ _ ~- STA ,59+95.85 ,. UJ z · '";;----..... ---=""",+--+---s --~ s -__ '"" z--•••• :=---------= ~ ~·~.: NOTE: SEE DWG-GOOOJ FOR BYPASS NOTES. 2 A B C MARK DESCRIPTION 3 DATE APPR END BYPASS "E" 4 5 6 7 8 g 10 NOTE: SEE DWG-G0003 FOR BYPASS NOTES, -1 -• ----__ .------~ ---- _, ---- 12 OF 41 2 3 4 5 6 7 8 9 10 A B C '!BYPASS "E" PLAN: 1" = 40' NOTE: SEE DWG-G0003 FOR BYPASS NOTES, 2 3 4 5 6 7 8 9 10 A B C s'iPAss ~~1~11 a~~~ ~"~tl~;i __ _ -·--•J_ - --------"f.--·-· <Ii! MH S0030-D 0 , 1-STA 85+91.04" ~~ L •• c.c.c.c-------cc--• ----"· ------------------•-c,--------: f ~[;~;,r:--~~i~:J~~t~1;1r~~~~\-; ·: ::c:;o'' - ---.-,.., " .. 1-,,1 1--I -~::~~~~1~~{1,-~;\t~~~~ I\ S~PASS "C"/"D"' PLAN, 1" a 40' NOTE: SEE DWG-G0003 FOR BYPASS NOTES. 5-47 2 A B C 06/13/1:l TJ MARK DESCRIPTION DATE APPR. 3 DRAWi! BY: CONNELLY, JOHN 06/10 CHECKED BY: JOYCE TIMOTHY -12/12 LINE IS 2 INCHES AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 4 5 AECOM USA, Inc AS'COM 999 W. Town and Country Road Orange, CA 92856-4713 T 714,567.2501 F 714.567.2441 www.ascom.com 6 7 8 @ ORANGE COUNTY SANITATION DISTRICT 9 10 NOTE: SEE DWG-G0003 FOR BYPASS NOTES, BALBOA TRUNK SEWER REHABILITATION PLAN AND PROFILE STA 90+00 TO STA 100+00 PROJECT NO. 5-47 DRAWING NO. C1010 15 OF 41 2 3 4 5 6 7 8 9 10 A B C NOTE: SEE DWG~G0003 FOR BYPASS NOTES, 5-47 DRAWING NO. C1011 16 OF 41 2 3 A B C CHECKED BY: JOYCE, TIMOTHY -12/12 LINE IS 2 INCHES j AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 4 www.aecom.com 5 14S007 STA 114+50. 6 ,, El" A"L""s"o A" L I --! 7 8 "=~i~o~'i~m~~~ -----!' ... -------1 9 10 NOTE: SEE DWG-G0003 FOR BYPASS NOTES. -THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING _ ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. BALBOA TRUNK SEWER REHABILITATION PLAN AND PROFILE PROJECT NO. 5-47 DRAWING NO. STA 110+00 TO STA 120+00 C1012 17 OF 41 2 3 4 5 6 7 8 9 10 A B C PLAN: 1" = 40' NOTE: SEE DWG-G0003 FOR BYPASS NOTES. '~-------F--- i ,_ ___ ,__,_ _ _,_ ---7 A B C I 2 I COLLAR -CONE AND~ ,1,:1; / •• 1r+·,:c~, ) / PER SPECI !CATIONS . - /2/ ~REPARE SjRFACE EXISTNG --::_,~ r~ SPRAYON POLY' / /---......... ,.,.: FIBERGALSS --+;, ... ·-1 URETHANE LINER LINER • ' I ,., , . ABRADE FIBERGLASS ' • •• OVERLAP - SHAFT 2" I~, SURFACE FOR 1' OVERLAP '• I ~ ' .-, --I 3 I BOLTED FRAME AND COVER REPLACEMENT PtR CITY 4 I A;EP:V::::T;~ OF NEWPORT BEACH .'iR" ------1 STD-1 05-L-B-~ 5 Ii A. ,'-I 12· CLASS •s• __ ~i:::: , , l.cJ "--T CONC COLLAR______.. ~h~_,+---hrl PRECAST ______, _ 36• _ 12" MIN 24" MAX VARIES GRADE RINGS ,/ ·~ PRECAST RISER /,,,--/ s . .r"----"''----~ SECTION_____..../ NOTES: I ABRADE I URETHANE LINER I • HYDROPHILIC SPRAY ON POLY v· I INJECT • (F) GROUT AT SURFACE LOCATIONS WITH 1. NO STEPS ARE ALLOWED IN ANY MANHOLE. ALL SHAFTS AND CONES SHALL BE PRECAST. ECCENTRIC CONE SHALL BE SET -I I INFILTRATION ~:11~'1;'G;;-~-.~= ·¼,. . ·. •.•.·.~.·.~:-.~.J ...... . TROUGH • • ~. // \. ---•7""-' JI ), PREPARE ~I•'' ' ,. ' / \ *-· ", ~ -[' r SURFACE PER , • I ' , \_ SPECIFICATIONS ~ J \ I ,/ " J •• ' S~ER REMOVE--- UNSOUND CONCRETE AND , REPAIR (C) PER ~---___ . _ .. SPECIFICATION •""-~-.b=•'.✓• ',, ,. LATERAL :,. -.:-T~:. ~ \ ~ .,~, ~ _,,____ "" '"""'""" , __ WITH STRAIGHT SIDE ON THE DOWNSTREAM SIDE OF THE MANHOLE. SHAFT AND CONE MAY BE REINFORCED OR NON-REINFORCED, 2. ALL EXPOSED CONCRETE SURFACES SHALL BE COATED WITH POLYURETHANE. RISER AND COLLAR DETAIL f4\ SCALE: NTS \.:_/ 6 Manhole Station No. 127+24 123+00 117+88 114+51 111+54 108+18 104+76 102+83 100+26 98+26 95+76 91+25 89+26 85+91 81+11 I Manhole Number 14$0095-0000 14$0085-0000 14$0080-0000 14S0075-0000 14$0070-0000 14S0065-0000 1480060-0000 1480057-0000 14$0055-0000 14S0050-0000 14S0045-0000 14S0040-0000 14S0035-0000 14S0030-0000 14S0025-0000 7 Manhole Location 864 E Balboa Bl\,lj, 696 E Balboa Blvd. 500 E. Balboa Blvd. 389 E. Balboa Blvd, 306 E. Balboa BIW 142 E. Balboa Blvd 120 E. Balboa Bl\,lj, 100 E. Balboa Bl\d. 550 W. Balboa Blvd 610 W, Balboa Blvd. 679 W Balboa Blvd. 775 W. Balboa Blvd, 822 W. Balboa BIW 896 W. Balboa Bl\d. 1000 W. Balboa Blvd. I 8 I Table A-Manhole Rehabilitation Schedule Outlet/Inlet Pipe Diameter" (Inch) 1518 15/15 15/15 18/15 18/18 18/18 18/18 18/18 18/18 18/18 18/18 18/18 18/18 18/18 18118 Manhole Wall Interior Coating/Liner PreCasl Concrete - PVC Liner Cementitious Fiberglass Fiberglass Fiberglass Fiberglass Fiberglass PreCast Concrete - No Coating PoLred-in-Place No Coali11g Fiberglass Fiberglass Fiberglass Fiberglass Fiberglass Fiberglass PreCast Concrete - Manhole Diameter {inch) 60 45 46 46 45 46 45 48 49 44 45 45 43 45 42 9 Manhole Cover Diameter (Inches) 36 24 24 24 24 24 24 24 24 24 24 24 24 24 I Manhole Depth .. (feet) 4.52 5.49 6,29 7.07 7.64 7.6 8.36 9.08 9.72 9.69 9.35 8.98 9.17 8.81 9.48 76+71 14S0020-0000 1050 W. Balboa Blvd. 18/18 No Coating 48 24 9.68 72+31 14S0015-0000 1200 W. Balboa Blvd. 18/18 Fiberglass 48 24 9.86 67+86 1480010-0000 1300 W. Balboa BM. 18/18 Fiberglass 48 24 9.93 63+29 14S0005-0000 1400 W, Balboa Bl\d. 21/18 Fiberg/ass 48 24 10.44 63+12 LID0083-0020 1400 W, Balboa Blvd. 21/21 PVC Liner 60 36 10.55 59+96 LID0083-0015 1460 W. Balboa Blvd, 21/21 PVC Liner 60 36 11.57 57+04 LID0083-0010 1522 W. Balboa Blvd. 21/21 PVC Liner 60 36 12,21 55+68 LID0083-0005 1552 W. Balboa B11,11_ 24/21 PVC Liner 60 36 13.12 10 Approx. Dimension "D" (tnches) Required See Detail 3 Rehabilitatton G G C,G G C,F,G C,E,F,G E,G E,G E,G E,G G C F,G G C,G C,G G G SECTION 9808 55+48 LID0083-0000 1552 W. Balboa BIW. 21/(2 x 10) PVC Liner 60 36 4.28 ~===5~3=•=55===~==L=ID=0708~0~-0=0700:-t--'=5794cccW=·=B=a71b_o,-::B=l""=·-+--=2~1=/2~1--j--:-F~;b=o~,g~lo_,_,_--t-:-4=8_7 _:-3~6:-_r-;4=.9=7_-j-___ -__ --t __ =-:--, ,-- 49+18 LID0075-0000 1727 w. Balboa Blvd. 21/21 Fiberglass 48 36 5.39 .. G G i - 1 ~~ i~ E § 'r ~1 -· o, • l.!L/1 _go - &~ om oO .~ <.!. •• t Ji ~o ~fl: ~~ F g a E MANHOLE REHABILITATION DETAIL /1\ L SCALE: NTS ~ /36" BOLTED FRAME AND J PER S-054 COVER ~ INSTALL 36" ~ RISER/GRADE RINGS W/ POLvURETHANE COATING PROTECT IN PLACE X ----INSTALL 60" O.D. PRECAST FLAT-TOP SLAB W/ 36" ECCENTRIC OPENING WITH POLYURETHANE COATING II INCREASE 24" OPENING EXISTING 48" ID II REINFORCED PLASTIC II MORTAR MANHOLE II TO 36" OPENING IN II REINFORCED PLASTIC MORTAR TOP. SMOOTH AND SEAL EDGES WITH EPOXY MANHOLE REMODEL DETAIL SCALE: NTS ~ IB CONFORMED DOCUMENTS FOR CONSTRUCTION m· 0):;:: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF § l'l DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDIN3 = 1. REMOVE AND DISPOSE OF EXISTING; FRAME & COVER; CONCRETE, BRICK, OR REINFORCED PLASTIC MORTAR CHIMNEY; AND PRECAST CONCRETE FLAT-TOP SECTION. 2. THIS DETAIL APPLIES TO LOCATIONS WHERE REMOVAL OF THE EXISTING MANHOLE TOP IS REQUIRED TO COMPLETE THE WORK. 3. FOR ANY MULTI-DAY MANHOLE REHAB EARTHWORK, ALL TRAFFIC SHALL BE RESTORED AND STEEL PLATES DESIGNED TO SUPPORT H20 TRAFFIC LOADS SHALL BE INSTALLED AT THE END OF EACH WORK DAY . CD 44+74 LID0070-0000 1800 W. Balboa Bl\d. 21/21 Fiberglass 48 36 5.98 40+25 LID0065-0000 1830 W. Balboa BIW 21/21 Fiberglass 48 36 6.07 -C,G 37+33 LID0060-0000 1920 W. Balboa Bl\ad. 21/21 Fiberglass 48 36 6.68 -C,G 34+95 LID0055-0000 2025 W. Balboa Blvd. 21/21 Fiberglass 48 36 6.59 "" G 31+41 LIDOOS0-0000 2116 W. Balboa Blvd. 21/21 Fiberglass 48 24 7.47 32 B,G 28+81 LID0045-0000 2300 W. Balboa BIW. 24/21 Fiberglass 48 24 7.89 32 B,C,G 23+55 LID0040-0000 2600 Newport BM. 24/24 Fiberglass 48 24 7.36 38 B,G 19+46 LID0035-0000 2801 Newpo1t Blvd. 24/24 Fiberglass 48 24 7.94 35 B,C,G 16+38 LID0030-0000 2824 Newport Bl\d 24/24 Fiberglass 48 24 8.43 35 B,C 13+55 LID0025-0000 2915 Newport Blv::l. 24/24 Fiberglass 48 24 8.75 36 B,C,G 1--="='=4='-+=L=ID=D=''='=-0='='='-+-='='='='=N=,w=p='="=B=l~=·-+-~24=/2=4~-+--=F;=b'='~'l=''='~--1--4='--c--'=4~-1--~'=·5=6--+--='=6--+-~8=,C=,Gc'--; ~ 7+46 LID0015-0000 3201 Newport BIid. 24/24 Fiberglass 48 24 9, 17 36 8,C,G 2+80 LID0010-0000 3345 Newport BIid. 24/24 Fiberglass 48 24 10.05 38 B,G 0+00 LID0005-0000 3421 Newport Bl\.d. 24/24 PVC liner 60 36 12.26 --G Manhole Required Rehabilitation A NOT USED. B AS REQUIRED TO COMPLETE THE WORK, REMODEL MANHOLE TOP PER DETAIL 3 ON THIS SHEET. C REPAIR EXISTING BENCH AS PER DETAIL 1 SHOWN ON THIS SHEET. D NOT USED. - E INSTALL SPRAY-ON POLYURETHANE UNER IN EXISTING CHIMNEY AND CONE. SEE DETAIL 1 SHOWN ON THIS SHEET, F INSTALL SPRAY-ON POLYURETHANE LINER IN EXISITING MANHOLE WALL G SEAL LATERALS WITH EPOXY. BALBOA TRUNK SEWER ONLY (CITY LATERALS NOT LISTED), MED DOC DEPTH MEASURED FROM MANHOLE RIM TO INVERT, THE ADDENDA ISSLIED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS, IF o ~ ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ADDENDA ARE FOUND, THE BIDDING DOCUMtNTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ~g--t,_:_:J.,::_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_r~_:_:_r~-=-=-r~;;;;;:;--;:;;;;;;:;;:::;;;;;;;:;;;::::::;;;:::;;T-:;;;;;:;;:;:;:::-7-::::-------:-::::::-:~=-=-1-::;;;;.;;;;;;;:-------------------7------'--B/\U3CiA'ii'iuiN1<:SEVVER------7PRMTINCC-----, f=.:!.~-DESIGNED BY,SHEKHAR SAURABH 06/10 ~ BALBOA TRUNK SEWER PROJECT NO. rrne g,oms-,¾ WATER A !!!!!r.Q,AA 3-:; DRAWN BY: CONNELLY, JOHN -06/10 //,.,.<.,'J,, .M:'-r~ ,ri REHAsruTAT10N 5-47 ;;.: , '==~===============~=::t=:1---."''H!.EE."'CK~EJJ_D_cB~Y,1J~OY~C~E~T~IM~O~TH~Y~c!12~/::.11~2=~ J ~ AECOM USA, Inc Q RANGE CQ LJ NTY DRAWING NO. 0~ ~ LINE IS 2 INCHES • t» ~;:,~/~~;;)a';/,"i"Roao SANITATION DISTRICT ~~ I AT FULL 5'ZE I ""'"·'"' '714·"7·"41 MANHOLE REHABILITATION DETAILS C5001 MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) or c~Ll@j/ www.aaoorn.com 19 OF 41 I I I I I I I I A B C MARK 2 ,1 (\--; 1" (MIN) 2" (MAX) 3 \ I EXTEND LINER INTO -- 1 MANHOLE AND SEAL 360' ----------CIPP LINER PER WITH EPOXY (TYP) -____.. SPEC SECTION 15269 ----!"j ·-··- ( 4 MANHOLE Fl.OW ~~ NOTE ,_ ~ __ : .. ~ :~ ;s;z 2 ~-..,.----,-.... -.a.---1. i $ -, _ _,J FLOWLINE, COAT EXISTING AND REPAIRED CONCRETE WITH PLOYURETHANE CURED-IN-PLACE PLASTIC GIPP PIPE LINER DETAIL SCALE: NTS DESIGNED BY· SHEKHAR SAURABH 06/10 DRAWN BY: CONNELLY, JOHN 06/10 CHECKED BY: JOYCE TIMOTHY -12/12 LINE IS 2 INCHES AT FULL SIZE DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 5 HOST SEWER PIPE CIPP ::::: USA, Inc AS'COM 999 W. Town and Country Roed Orange, CA 92686-4713 T 714.567.2501 F 714.567.2441 www.aecom.com 6 LINER SECTION SCALE: NTS 7 PIPE A ORANGE COUNTY SANITATION DISTRICT 8 9 10 NOTES: 1. APPLY EPOXY (AS NEEDED) TO CHANNEL INVERT TO ENSURE SLOPE BETWEEN UPSTREAM AND DOWNSTREAM INVERT. 2. BENCH REPAIR TO BE PERFORMED AFTER PIPE REHABILITATION. CONFORMED DOCUMENTS FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF DISCREPANCIES 8E1WEEN THESE OOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. BALBOA TRUNK SEWER REHABILITATION PROJECT NO. DRAWING NO. 5-47 SEWER REHABILITATION DETAILS C5002 20 OF 41 ~ ? i 1 C I ~ §~ .fil~ ~~ t:r ~9 80 A B C D !o ~~ E ]~ §c_~ ~ I £8 ]I ·2 a: 1i ~~ 8~ .◊ <.J. •• t Ji ~o ~ [2 ~~ F 1 E 2 3 EXIST AC (SEE NOTE 2,D) 4 CONTACT JOINT EXIST PCC PVMT (SEE NOTE DOWEL -EXIST BASE 5 5' (MIN) MATCH EXIST PAVEMENT (FINISH AND COLOR) 6 ASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORATION & NOTES: 1, 2, 3, 4, 5, TRENCH RESURFACING WITH PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (SSPWC) SECTION 306.1,5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM Cl ASS 560 C 3250 AND #5 DOWEL, 18" QC WITH EPOXY COATING. TRENCH RESURFACING WITH ASPHALT CONCRETE PAVEMENT SHALL BE PER SSPWC SECTION 306-1.5, FXCEPJ THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. C. COLD PLANE EXISTING AC PAVEMENT (2" MINIMUM DEPTH). EXACT WIDTH TO BE DETERMINED BY THE ENGINEER. D. NO PIECES LESS THAN 5 FEET WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER BACKFILL SHALL BE PER SSPWC SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM AND 95% WITHIN 3' OF THE SURFACE. WHEN THE MAXIMUM TRrnCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTAN'7"IATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE ENGINEER. TRENCH RESURFACING 2 SCALE: NTS DOWEL EXIST PCC PVMT (SEE NOTE 2.D) ~--_j jci EXIST BASE 7 8 9 10 STEEL TRENCH PLATE 24" (MIN) EXIST PAVEMENT MASTIC SEALANT (SEE NOTE 5) MASTIC SEALANT (SEE NOTE 5) EXIST BASE TEMPORARY BYPASS PIPE NOTES· 1. STEEL TRENCH PLATES SHALL BE DESIGNED TO SUPPORT H20 TRAFFIC LOADS. 2. STEEL PLATE SURFACE EXPOSED TO THE TRAVEL WAY SHALL HAVE A NON-SKID SURFACE. 3. STEEL PLATES SHALL BE TACK WELDED TOGETHER. 4. STEEL PLATES SHALL BE PINNED AT ALL CORNERS. 5. MASTIC FLEXIBLE SEALANT (RAM-NEK), FLEXIBLE PLASTIC GASKET (OR EQUAL) SHALL BE USED AROUND EDGE OF PLATE AND CONTACT WITH EXISTING PAVEMENT TO KEEP PLATES FROM ROCKING. 6. FILL ALL GAPS BETWEEN THE PLATE AND EXISTING PAVEMENT WITH COLD PATCH AC. TEMPORARY TRENCH Pc~J~~ 0 :~ CONFORMED DOCUMENTS FOR CONSTRUCTION 0);:: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS, IF g..., DISCREPANCIES BE'TWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING 0 ~ ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ~~--,.t.:.:.:i:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.c:.:.i:.:....J"-;;,;;;;--;;:::;::;:;;-3;;;;;:::;:;:;:;:;-r--:;;;;;;;;:;;;:;:::--T-::::::-------:-::=-::-::-:-:-1--::;;;;;;;,;::-----------------r----.... "'ii:AtJiiciiiirnt:iiiii<"siEiiiiEi:i"" _____ 7iasci:iccr"ilo'.'"----t-0~ DESIGNED BY· SHEKHAR, SAURABH 06/10 ~ BALBOA TRUNK SEWER PROJECT NO. %~ DRAWN BY, CONNELLY, JOHN 06/10 WATER AS'COM ORANGE COUNTY REHABILITATION 5-47 CHECKED BY: JOYCE TIMOTHY -12/12 :9~C0'~o~~!~~n~ounlryRoad CITY OF NEWPORT BEACH DRAWING NO. ~~ i...s&e.+cc'"="''=""=-'c.' ---------------l®"'i'::,'i.::i"....::"-1 "~: ~uc 2 c 1 ~,~~ES 1 ~•;,'f:,;~;;,"":;;;',""41 SANITATION DISTRICT STANDARD DETAILS C5QQ3 MARK DESCRIPTION DATE APPR. (If NOT 2"-SCALE ACCORDINGLY) www.aacom.com 21 OF 41 A - B - C t ~ 1 ~ -~ 12 g~ ,o <r!. !1 ;~ ~~ F ~E 0 O I 2 I LATERAL POSITION STA 2633.3 11:00 2481.7 11:00 2248.6 9:00 2217,3 9;00 2193.7 9:00 2166.6 10:00 2143.0 10:00 2107.5 11:00 2084.4 11:00 2056,9 11 :DO 2029.9 11 :00 1983.1 11 :00 1955.8 11:00 1902.7 9:00 1875.2 9:00 1844.6 10:00 1789.1 11:00 1615.7 11 :DO 1588.7 10:00 1560.8 11:00 1538.6 10:00 1510,7 10:00 1487.7 11:00 1440.3 10:00 1406.9 10:00 1373.0 10:00 1361.5 11:00 1337,3 10:00 1301.3 10:00 1240.2 10:00 1212.8 10:00 1 081.9 11 :OD NOTES: 1. EACH LATERAL IS 4" DIAMETER. 2. POSITION IS LOOKING DOWNSTREAM. LATERAL LOCATIONS DETAIL 0 3 I 4 I 5 I 6 I 7 PL @;@) I 1[0 r0 Ii;, r-m, ,,.',: I • I== I ~1 I 8 SIDEWALK RISER, CAULDER OR FERNCO COUPLING & STOPPER, OR APPROVED EQUAL, TO BE INSTALLED 6" BELOW FINISHED GRADE. 5 I 9 CONSTRUCTION NOTES: CD SEWER CLEANOUT COVERS SHALL BE BROOKS PRODUCTS NO, 4TT OR J&R NO. 4T MARKED SEWER, OR APPROVED EQUAL. 4" VCP SEWER PIPE WITH GASKETED, INTEGRAL BELL AND SPIGOT JOINTS. 4" VCP 45' BEND 4"x4" VCP WYE BRANCH FITTING 4" RUBBER MECHANICAL BONDED SEAL CLAMP. FERNCO OR APPROVED EQUAL INSTALL ABS STOPPER IN RUBBER COUPLING. USE MISSION CLAY PRODUCTS STOPPER OR APPROVED EQUAL (i) SIDEWALK REPLACEMENT SHALL BE IN FULL PANEL. CLEANOUT ON EXISTING LATERAL (2\ SCALE: NOT TO SCALE I 10 :~ CONFORMED DOCUMENTS FOR CONSTRUCTION ;;; ;:: TiiE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF 5 r<l DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ~~ -jl--,-----------------,.--r--,---------------,------.-----------------,----,,,...-----------------...,.----..J..'-''...,',,.ND.,.A"A"'RE"'F"'O"'UN=O,., • .,,'".,.'.,.'.,'°..,"N,,o,,,,,.',,.'u_"_'N_rs_w,_,"-'-"-'-'R-"-'N.,AL,.,,.AO"'OE~N,.OA~SH_AL_,_,_,v_,_RN_. -+ o DESIGNED BY·SHEKHAR SAURABH -06/10 ~ (§ BALBOA TRUNK SEWER PROJECT NO. S~~ WATER A:OQM REHABILITATION ,,. ~ DRAWN BY: CONNELLY, JOHN -06/10 - -;.:_, CHECKED BY: JOYCE, TIMOTHY -12/12 ~ AECOMUSA,lnc ORANGE COUNTY DRAWING NO. l.._,.J ________________ J_j_ _ _f--""""'-~;::'~:"::=;;:"'="==7 999 W. Tow11 sod Country Road ~□--~ &s ADDENDUM> os/oj1; TJ LINE IS 2 INCHES I S O:aa,e,cASaasa-,m SANITATION DISTRICT C5004 □ 1 AT FULL SIZE • rn4.ssr.we1 rn,,,,,.., LATERAL LOCATIONS MARK DESCRIPTION DATE APPR. (IF NOT 2" SCALE ACCORDINGLY) or c;,1.\l www.aecom.oom 22 OF 41 5-47 I I I I I I I I A B C D • E 1 t i! ~ g~ ,o ~~ ' ' ~~ 2~ F "x jE 0 O mm ,s 1: C MM I OCATIONS: 9th ST 17th ST 11th ST 19th ST 12th ST 13th ST _Ji-~w.I BYPASS -LINE ABOVTGRADE\-----OR BURIED PER PLAN AND PROFILE SHEET • -'""" """'" ---·-· -- PROTECT IN PLACE EXISTING TREES ,.., LOCAJIONS· 9th ST 11th ST 14th ST 18th ST DETAIL SCALE: NTS DETAIL SCALE: NTS 2 3 SEWER (IF PRESENT) SEE PLAN AND PROFILE SHEET /lbJL.1[_ V, -~-~-RoAD-"c"R"o"s"s"1N=G=R=E=o=u=1R~~~o===== AT PED XING BYPASS LINE ~PRQJECl IN __ _ PLACE EXISTING TREES ll~, -7/-(, SEWER (IF PRESENT) SEE PLAN AND PROFILE SHEET CD IF BYPASS LINE IS BURIED, PLACE SUCTION LINE IN SAME TRENCH SEWER (IF PRESENT) SEE PLAN AND PROF LE SHEET " il L _ _! _J}J L vr Vl ROAD CROSSING @ PED XING ONLY r: ,-~.,.,..---=----=---::=:=::---=·=-:::::::-~:·~- " ---,_'l - PROTECT TN PLACE- EXISTING TREES r .. ·--7_ i r------................... .. 1 11·1(----\, 1-- SEWER (IF PRES:'.NT) SEE PLAN AND PROFILE SHEET CD 4 5 LOCATIONS: s/o 6th ST S/0 7TH ST S/0 8TH ST S/0 29th ST 6 N/0 6TH ST N/0 8TH ST _______--------s,wrn (IF PRESENT) SEE ..,. PLAN AND PROFILE SHEET :£RQ,IECI IN_ _ PLACE EXISTING [' TREES SEWER (IF PRESENT) SEE ::: ·--"'.:,:--~~====='4===-c'cec:cLA!':li~..ANQ_.2RDELLE._SHEET ~r--\_( 1_□io•---n, I :I n ~, BYPASS LINE\ BYPASS PUMPS DETAIL SCALE: NTS PROTECT IN PLACE EXISTING TREES LQCAJIQNS· 10th ST 17th ST DETAIL SCALE: NTS CD SEWER (IF PRESENT) SEE PLAN AND PROFILE SHEET ;~ ~( ll ; • ·---J~'-1 CD SEWER (IF PRESENT) SEE PLAN AND PROFILE SHEET 7 I I 6-_J 8 LOCATIONS: ISLAND AVE 6th ST 7th ST 8th ST 10th ST 16th ST 18th ST ----------·---,,._,,,,, _______ ,_ BYPASS LINE ABOVE GRADE OR BURIED PER PLAN AND PROFILE -SHm BYPASS LINE DETAIL SCALE: NTS 9 CD NOTE: 10 0 BYPASS LINE 0 " PROTECT IN PLACE --.... EXJSTING TREES_ REFER TO PLANS FOR LAYOUT DETAILS. MODIFY AS NECESSARY. CONFORMED DOCUMENTS FOR CONSTRUCTION 0 -~~-1--,------------------,--,--,---------------,,-------,-------------------,-------------------------,-----.i...-,,.,.,.,,, .... -= .... ,.,,.,.,,. .... ,,,, .... ______ ,,,,,,,,,,,,.,,,,------+-Cl • DESIGNED BY· SHEKHAR SAURABH 06/10 (;) BALBOA TRUNK SEWER PROJECT NO. THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDE'.NDA SHALL GOVERN. ~~ DRAWN BY: CONNELLY JOHN 06/10 WATER A =ri01AJII REHABILITATION :i,.'..., CHECKED BY:JOYCE TIMOTHY -12/12 AECOMUSA,lnc ""-'-' 1 f~I ORANGE COUNTY DRAWING NO. 999 W. Town and Country Road ~~ "~\ ~u:, '~,~~ES ~'F,"i:,;1;,;',""~1\:'se,,.., SANITATION DISTRICT BYPASS MISCELLANEOUS DETAILS C5QQ5 5-47 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.ascom.com 23 OF 41 C j ] t ~5! om ~g <} •• t ,b ~o A B C t t2 ~~ F g es ~~ m~ m;:: 0 "a 2 0 0 I 4 3 4 5 0 ROAD CROSSING AT PEDESTRIAN CROSSINGS PROVIDE AC FILLET - 1 :12 SLOPE ~ EXTEND RUBBER MATTING UNDER CROSSING SECTION A-A PRESSURE GAUGE (D-150 PSI) 3/ 4" BALL VALVE ROAD CROSSING @--- I ROAD CROSSING DRAIN (1YP) J ELEVATION LENGTH AS REQUIRED 401 MAXIMUM SPECIALLY FABRICATED EMERGENCY BYPASS LINE TO BE MAINTAINED ON SITE FOR USE DURING MAINTENANCE OR REPLACEMENT IN CASE OF CLOGGING. PLAN TYPICAL ROADWAY CROSSING DETAIL CD SCALE: tffS GATE OR PLUG VALVE SAME SIZE AS ROADWAY CROSSING CONNECTION (TYP) PRESSURE GAUGE (0-150 PSI) ATE OR PLUG VALVE SAME SIZE AS CROSSING CONNECTION (TYP) HOPE PIPE BOLTED BLIND FLANGE (lYP) 6 7 NOTES' CD (i) ® PLACEMENT TO BE DETERMINED BY CONTRACTOR ACCORDING TO FIELD CONDITIONS. EACH ROADWAY CROSSING SHALL HAVE APWA "WATCH" MANUAL TYPE "p" RAMP AHEAD WARNING SIGN AND TYPE C28B "SLOW" CONSTRUCTION SIGN WITH SECTION 7-5 HIGH LEVEL WARNING DEVICE. MOUNTING SIGNS SHALL BE LOCATED TO WARN APPROACHING TRAFFIC WITH SIGNS TO BOTH THE LEFT & RIGHT SIDE OF DRIVING HAZARD. CONTRACTOR TO SECURE FROM MOVEMENT BASED ON FIELD CONDITIONS. CONTRACTOR IS NOT PERMITTED TO ALTER, DEFACE OR DAMAGE PRIVATE PROPERTY (I.E. DRIVEWAYS) WITH INSTALLATION OF TEMPORARY CROSSING RAMPS. ANY DAMAGE OR DISCOLORATION SHALL BE REPAIRED TO PRE-EXISTING CONDITION OR BETTER AT NO ADDITIONAL COST TO THE CONTRACT AND OCSO. CONTRACTOR TO FIELD FIT AND FABRICATE TRANSITIONS TO CONNECT TO TEMPORARY BYPASS PIPELINES, PROVIDE ROADWAY CROSSING AT EACH PEDESTRIAN CROSSING. 8 9 10 CONFORMED DOCUMENTS FOR CONSTRUCTION o- i~~t:::r:::::::::::::::::::::::::::::::::::r:::r:::r~,;ES;,c;,;,~,~~;;,S;H;EK~f;IA;,-~;;u;,A;,;H::~o;,i;1~o;"T--::;;;;;;:;;;:;:--T""'.'.'.:::-------=--==-=-==-=--=-7-~-::;;;iii;;:------------------r----.... EBiiA~LjBiiojAA"TriRiiuji:jNkK~SSEEWWIE~R=i""-----7rP;ROOJiEccri"NN00.~----1- ~;: DRA\\N BY• CONNELLY, JOHN 06/10 WATER A=r.01AA ORANGE COUNTY REHABILITATION 5-47 ,... ' CHECKED BY:JOYCE TIMOTHY -12/12 AECOMUSA,lnc .,.._'-", ,... DRAWING NO. 999 W. Town and Country Road ~~ ":: ~UL~ '~,~:ES ~~,"t~,;~;;,se;-:;:',e,,.., SANITATION DISTRICT ROADWAY CROSSING DETAILS C5006 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.aacom.com 24 OF 41 THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF DISCREPANCIES BETWEEN THESE DOCUMENTS ANO THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ~ ~ ~fi g~ .~ <"r!. A B C iT ~9 §~ ~~ F ]E ~~ 2 3 4 "" I 0 4'-0" ~1 -• f-,-1½" -¼" WIDE LINE .~SEWER I 0 .-------------CONSTRUCTION-~ --4" TEXT -ARIAL BOLD 80° I 1/oWIOTH 0 ~-.TRAFFIC RESTRICTIONS-. -·---3.2" TEXT -ARIAL REG UL AR 80% WIDTH I 0 ~ -Orange County Sanitation District ;;e -i------3.2" TEXT -ARIAL NARRO I W 55% WIDTH ~j·. -(714) 378-2965 i------3.2" TEXT -ARIAL BOLD 8 ;;f 0 I I 0 ~ -www.ocsd.coiT. -3.35 TEXT -ARIAL REGUL 0% WIDTH ARBO% WIDTH 'f I I ! 3'-0" I A I 1 I/ 0 -BRACE BETWEEN --o'-¾" STANDS (TYP,) %" PLYWOOD ---- 'o I l- 4'-9" -·-1½"x3/i5"ANGLEIRON 2" TUBULAR STEEL " I INFORMATION SIGN, CONSTRUCTION S-001 1 OF 1 NOTES· 1. SIGN: PAINT GLOSSY WHITE ENAMEL 2. PAINT LETTERS: GLOSSY BLACK ENAMEL. 3. MIN. LETTER SIZE SHOWN 4. PLAINT METAL PER CONTRACT SPECIFICATION 5 ALL JOINTS TO BE WELDED. 6, ATTACH SIGN TO FRAME WITH 3/8" DIA GALV. CARRIAGE BOLTS. 7. EMBLEMS PROVIDED BY THE DISTRICT. 5 @)-- 12" MIN ~ 24" MAX 10 ;cc w f-0 z w w !'?. b ~ ~ " 6 0-- NOTE: 1 MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS, SEE PLANS FOR PIPE SIZES OVER 54''. 2, MANHOLE BEDDING SHALL BE MIN. 12" ROCK BEDDING OR APPROVED EQUAL PIPE SIZE (LO.) A B C 0 8"-24" 60" 6" 36" 24" 27"-36" 72" T' 36" 32" 39"-54" 84" 8" 36" 48" 6 7 @@ CONCRETE ENCASEMENT 6" M!N. THICKNESS IN UNPAVED AREAS WELDED WIRE FABRIC 9 SCORE PIPE@ SPRING LINE 8" MIN. 4 7 12" MIN, -#6@12"EW EXISTING SEWER PIPE ELEVATION VIEW A-A "" NEW PVC LINED MANHOLE FOR EXISTING SEWER S-049 1 OF3 8 NEW MANHOLE SHAFT SCORE LINE EDGE ~==-➔ 1~ -~- I ~-- EXISTING SEWER y- NEW LATERAL ~ ----> ,~ \ I I - ~---- SAWCUT EXISTING PIPE AND NOTCH FOR LATEAAL --- 9 NEW LATERAL FOR AND GREATER NEW MANHOLE BASE 10 SEE DETAIL S-056 IIT>li----NEW LATERAL FOR SEWER MAINS PLAN VIEW -.-,- OD :_r _ _±'~ ----------- FILL WI CONC & APPLY PVC LINER OVER TOP ==~=~ FLOW_ I ~ 11 t ==~----v Ne?: -" SECTION VIEW B "" NEW PVC LINED MANHOLE FOR EXISTING SEWER S-049 2 OF 3 rn e CONFORMED DOCUMENTS FOR CONSTRUCTION ;;; ~ THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF g t<1 DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING 0 ~ ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ~~-~~~----_-tr_-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-+r_-_-_-tr_-_-~,-----""".~""".:-:-:-:-""".".'":':-r--~---,------------------..----,..,,-------------------..,.----_.-.,,.,.,,,.,.,.,,,,;,.,.,.,,,.,,.,,,,.,,.,,-------r,,,,,,.,,..,,,..-----+- ;;,:j DRAWr-. BY: CONNELLY, JOHN 06/10 -REHABILITATION UN WATER A:OQM 5-47 U1 '° DESIGNED BY• SHEKHAR, SAURABH 06/10 (§ BALBOA TRUNK SEWER PROJECT NO. :;;..:, CHECKED BY;JOYCE, TIMOTHY -12/12 AECOMUSA,lnc ORANGE COUNTY DRAWING NO. 999 W. Town and Country Roed i~ u~: ~u:, I ~,~~ES ~~,'i;,;~ig/•;·;;:',""41 SANITATION DISTRICT STANDARD OCSD DETAILS C5QQ7 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.ascom.com 25 OF 41 A B C 0 2 3 NOTES: MANHOLES SHALL HAVE4000 //(CLASS "A'), CONCRETE BASES WITH #6 (19 MM) BARS@ 12" E.W SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS IINCEMENT. 0 CONTRACTOR TO SCORE EXISTING MAIN LINE SEWER AT SPRING LINE BEFORE POURING BASE. REMOVAL OF UPPER PART OF EXISTING SEWER SHALL BE DONE AFTER CONCRETE BASE HAS CURED FORA MINIMUM OF 4B HOURS. 0 0 0 MANHOLE SHELVES SHALL BE SLOPED 114" PER FOOT TO CHANNEL AND COVERED WITH PVC LINER WITH LOCKING EXTENSIONS, THE PVC LINER SHALL BE APPLIED BY MEANS OF AN EPOXY-TYPE MASTIC, INSTALL NON-SKID SURFACE ON PVC LINER OVER THE COMPLETE: MANHOLE SHELF ON BOTH SIDES OF MAIN CHANNEL PER THE SPECIFICATION OR APPROVED LINER MANUFACTURER RECOMMENDATIONS. A PVC ANGLE STRIP SHALL BE USED FOR THE TRANSITION BETWEEN HORIZONTAL SHELF AND VERTICAL CHANNEL. INSTALL AT LEAST TWO LATERAL INLET PIPES IN THE MANHOLE BASE AS SHOWN. ,F NOT SHOWN, LATERAL PIPING SHALL BE 8" VCP AT 90' TO THE MAIN CHANNEL AND SLOPED AT 114" PER FOOT FROM THE OUTSIDE OF THE MANHOLE BASE TO THE CHANNEL. WHERE THE CHANNEL ANGLES MORE THAN 45' TOWARD ASIDE, THAT SIDE LATERAL IS NOT REQUIRED. THE SOFFIT OF ALL LATERAL PIPES SHALL BE AT THE SAME ELEVATION AS THE MAIN PIPE SOFFIT. ALL LATERAL INLETS 12" DIAMETER AND SMALLER SHALL HAVE PVC WELDED GAf3 FLAPS INSTALLED SIMILAR TO DRAWING S-056, UNLESS OTHERWISE NOTED BY THE ENGINEER. PVC LINER SHALL BE PLACED THROUGHOUT THE CHANNEL AND PVC TURN BACK ON VCP OR OTHER PIPE SHALL BE A MINIMUM OF 6". @ FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS LESS THAN 39" IN DIAMETER, THE LATERALS SHALL BE RECESSED 12 INCHES MINIMUM FROM MAIN LINE CHANNEL WITH A TROUGH IN THE BENCH SLOPING TO 11,E MAIN CHANNEL. @ FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS 39" AND GREATER IN DIAMETER, THE END OF THE LATERAL IS FLUSH WITH THE CHANNEL. ® ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE VCP PLUG INSTALLED IN THE BELL END OF THE PIPE WITH RESTRAINT SUFFICIENT TO WITHSTAND LEAKAGE TESTING. PIPE OVER 21" SHALL USE A BRICK AND MORTAR PLUG, 0 EACH MAIN LINE OR LATERAL CONNECTION TO THE MANHOLE BASE SHALL HAVE T'NO EACH, TWO FOOT JOINTS. © MANHOLE SECTIONS ANO GRADE RINGS SHALL BE REINFORCED, MADE FROM CLASS IIN CEMENT AND CAST WITH PVC LINER PLATE ON INSIDE. ECCENTRIC CONE SHALL BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE, ECCENTRIC REINFORCED CONCRETE FLAT TOPS MAY BE USED WHEN APPROVED BY THE ENGINEER. 0 THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE BEADS OF RAM,NEK BY HENRY COMPANY, KENT-SEAL BY HAMIL TON KENT, OR EQUAL. THE MASTIC BEADS SHALL BE PLACED ON THE OUTSIDE SHOULDER OF AND IN THE GROOVE, APPLY A 6" MINIMUM WIDTH OUTSIDE JOINT WRAP, RUB'R-NEK BY HENRY COMPANY, SEAL WRAP BY SEALING SYSTEMS, INC., OR EQUAL, TO ALL SHAFT JOINTS, GRADE RING JOINTS SHALL BE MORTAR 4 5 FRAME & COVER BY RIVERSIDE FOUNDRY R-1240, ALHAMBRA A-1249, OR EQUAL {10" CLEAR). 18" TOP OF PAVEMENT ~ :'·'··~ I f---8" STANDARD I '4) i, .t, ! MANHOLE : ·i ,•. . -I...-h'hil LI --:"_]}, -:: -:: , .. •1 ____ _ ~==±=ccJ~-i-+I ----.: I~--- 6 4" CLASS "8" CONG. CO!...LAR SYNTHETIC RUBBER CAUI...KING INCOMING LATERAL STD. DROP M.H. TEE SAME SIZE AS INCOMING LATERAL (MIN. 8") 7 ALIGNMENT MARKS (BOLTED COVERS ONLY) A L BLIND LIFTING POCKET (2 EA) SEE DETAIL BOLTED COVER 8 PLACES (TIP.) 8 1 /2" X 1 1/2" T/PE 316 S.S. HEX HEAD MB. USE WITH 9 10 RAISED DIAMOND TREAD -3" TALL LETTERS 1 " TALL LETTERS A J 1" DIA. LIFTING HOOK (3 @ 120 DEG. OR 4 @ 90 DEG.) 1/8" X 1" RUBBER GASKET PLAN GLUED TO FRAME-\ -------~40"-------~ 1r.·n_tc=== ,s .. 2)/," ii SEE NOTE 4 r(I~----¼-~-~-~; --~--~~ 1 1 CLEA~49_f"_E_N_IN_G _____ _ @ INSTALLATION OF PVC LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 06620 OF THE SPECIFICATIONS, USE WELDING STRIPS AT PVC JOINTS, A PREFORMED CORNER WELDING STRIP ATTHE 3ASE JOINT AND A CONTINUOUS PREFORMED CORNER AT THE TOP GRADE RING AND FRAME JOINT TO THE SECOND GRADE RING, @ INSTALL FRAME AND COVER PER STANDARD DRAWING S-055. ADJUSTMENT SHALL OCCUR USING MORTAR BETWEEN FIRST AND SECOND GRADE RINGS. THE FRAME SHALL COMPLETELY BEAR ON PVC. CAULK THE JOINT BETWEEN THE FRAME AND THE PREFORMED PVC CORNER AT THE TOP GRADE RING WITH SIKAFLEX 1A OR EQUAL @ PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN AFTER PLACEMENT OF ASPHALT, SEE DRAWING S-055. MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. THE SOFFIT ELEVATION OF TRUNK & STUB SHALL BE IDENT!CAL. .. -11-1"1,. SECTION 2 --t:±±:::, f ,. i_r1 , .. ,,.~ " I BLIND LIFTING POCKET DETAIL A-A ~~~~i:::s ~ FRAME ji C jj ~~ 8~ ,0 _,.., ~r :~ D E "" ~~ F ]E 0 O ® MANHOLES IN INTERSECTIONS SHALL HAVE BOLTED COVERS, @ VACUUM TESTING SHALL BE PERFORMED PER ASTM C-1244 UNLESS NOTED OTHERWISE. @ MANHOLES SHALL BE BACKFILLED WITH 1112 SACK SAND/CEMENT SLURRY TO STREET ZONE ORAS REQUIRED BY LOCAL AGENCY. @ IN PAVED AREAS, PAVEMENT AND BASE COURSE SHALL BE REPLACED IN KIND. NEW PVC LINED MANHOLE FOR EXISTING SEWER S-049 30F3 NOTES: 1. SEE DETAIL S-050 FOR STANDARD MANHOLE. 2. CONCRETE FOR DROP SECTIONS SHALL BE FORMED. 3. All MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILLING. INTERIOR COATING SHALL BE REPAIRED. PVC LINER SHALL BE REPAIRED WITH 6" TURN BACK AT ALL PENETRATIONS. GAS FLAPS SHALL BE INSTALLED AT ALL PENETRATIONS 12" OR SMALLER. 4. DROP MANHOLE CONNECTION SHALL BE USED ONLY WHERE SLOPE OF LATERAL INCOMING TO MAIN SEWER WOULD EXCEED 10% AND ONLY WITH APPROVAL OF THE ENGINEER. DROP MANHOLE CONNECTION TO STANDARD MANHOLE S-051 NOTE: BOLTING/SELF-SEAL DETAIL 1, COVERS SHALL BE TRAFFIC GRADE. 2. ALL CASTINGS SHALL BE COMPLETELY PAINTED WITH 6 MILS. BITUMINOUS PAINT AND LETTERED "MADE IN COUNTRY OF ORIGIN", MARKED WITH MANUFACTURER'S IDENTIFICATION "HEAT NO_ , "ASTM A-48", AND "CLASS 35B IRON" ON UNDERSIDE OF COVER. WEIGHT OF COVER SHALL BE 325 LBS, MIN,, WEIGHT OF FRAME SHALL BE 270 LBS, MIN. ACTUAL WEIGHTS SHALL BE+/-5 PERCENT OF THE MINIMUM. 3. BOLTED COVERS SHALL BE INSTALLED AT ALL INTERSECTIONS, 4. PROVIDE 6" RIM IF REQUIRED FO=i. ADJUSTMENT TO GRADE, 5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8" AROUND THE ENTIRE CIRCUMFERENCE AND SHALL NOT BE GREATER THAN 1/4" WHEN THE COVER IS SLID TO ONE SIDE. BOLTED FRAME AND COVER S-054 :~ CONFORMED DOCUMENTS FOR CONSTRUCTION (»:::: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF g "1 DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ;~ -11--r--------------------r--,--,,----------------,-------,--------------------,-------------------------,------"•''.'.'.N'.'.'.'.'.'.'.u".'-·-'-"'-'.'°."."'-'.''.u_,_'"_rs_w_".".'.".'.'.'•"•'"~'•'•'-''•'•N-DA_s"'-"-''_v_,_'".·--11--- a • DESIGNED BY• SHEKHAR SAURABH -06/10 ~ BALBOA TRUNK SEWER PROJECT NO. ~~ DRAWN BY: CONNELLY JOHN -06/10 WATER A =~01AA Tu REHABILITATION -;:., CHECKED BY: JOYCE, TIMOTHY -12/12 AECOMUSA,lnc Jiil.-'-~ Jrl ORANGE CQLJNTY DRAWING NO, 999 W. Town a~d Country Road i~ ":: ~uc~ '~,~~ES ~•;,'J;,;~;;f':)\:',672441 SANITATION DISTRICT STANDARD OCSD DETAILS C5QQ8 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.aecom.com 26 OF 41 5-47 l ~@ om ~8 -Cr,!. •• t Ji ~o A B C t~ ~~ F 8 SE 2 3 --MANHOLE FRAME AND COVER PER S-053 OR 8-054. ALTERNATE: CONCRETE COLLAR, TO GRADE (BLACK MIX) AC PER PLANS. VERIFY REQUIREMENTS OF GOVERNING AGENCY 11" i-- f MORTAR JOINTS NEW OR EXISTING CONE --- PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) ......../ NOTES: CROSS SECTION 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. CONCRETE COLLAR 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. 3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK"SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 5. FILL AREA ABOVE BELOW"GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC, 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. MANHOLE ADJUSTMENT TO GRADE S-055 1 OF 1 4 SEE NOTES 2 & 3 OF S-049 SHT30F3 USE ELEV 'A' WHEN SEWER MAINS ARE LESS THAN 39" IN SIZE FOR LINED OR UN-LINED MANHOLES. RIBS NOT SHOWN FOR CLARITY 316 ss 1"IDEYE BOLT WELDED TO BAR INSTALL NEW LINER TO NEW CHANNEL 0.0, + 4" EACH SIDE ELEV.A LINED MH "' 5 : : I : : ~-~~ PLAN VIEW NTS NEW PVC LINER WELD TO EXISTING LINER W/ 1" WELD STRIP MIN. WELD GAS FLAP TO PVC LINER W/ 1"WELDSTRIP 6" MIN. 114" x 1" FLAT 316 SS BAR SEALED IN PVC RIBS NOT SHOWN FOR CLARITY 316 ss 1" IDEYE BOLT WELDED TO BAR 6 GAS FLAP INSTALLATION 7 USE ELEV. 'B' WHEN SEWER MAINS ARE 39" AND GREATER IN LINED MHS. FOR UNLINED MHS SEE SHEET 3 ELEV. B LINEDMH NTS ---MH SHELF • -·-WELD GAS FLAP TO PVC LINER W/ 1" WELD STRIP WELD PVC ALL AROUND POCKET 114" x 1" FLAT 316 SS BAR SEALED IN PVC FOR PVC LINED OR UNLINED MANHOLES S-056 1 OF3 NOTE: 8 9 EXISTING MH SHAFT EXISTING PVC LINER WELD GAS FLAP EXISTING MH SHAFT ---,~ • . ~ EXISTING PVC LINER~ ·::·~ .i -~:, TO P.V.C, LINER 12" MIN SECTION A ----umn,c- e s ·-GAS FLAP ,--SEE NOTES I 2AN03 ,-----NEW RECESSED SIDE CHANNEL WELD GAS FLAP "' ¥ ~~ TO P.V,C. LINER '.,_ . , .. ~:x -GAS FLAP SECTION B UNeuMII NlS 1. CORE DRILL EXISTING MH BASE A MIN. OF 2 INCHES LARGER THAN OUTSIDE DIAMETER (OD) OF NEW VCP STUB AND DRY PACK W/ CONCRETE GROUT AROUND OUTSIDE OF NEW VCP STUB AS SHOWN. 2 REMOVE EXISTING PVC LINER OVER EXISTING MH SHELF, JACK HAMMER OR REMOVE PORTIONS OF EXISTING CONCRETE BASE TO FORM NEW RECESSED CHANNEL A MIN. OF 2 INCHES IN WIDTH (ON EACH SIDE) BEYOND EDGE OF NEW GAS FLAP: OR FOR NEW VCP STUBS 15 INCHES OR GREATER IN DIAMETER, REMOVE A MIN. 4 INCHES IN WIDTH (ON EACH SIDE) GREATER THAN OD OF NEW VCP STUB, PATCH BOTTOM AND SIDES OF RECESSED CHANNEL WI CONCRETE OR GROUT TO MAKE A SMOOTH TRANSITION ON SIDES AND BOTTOM OF CHANNEL 3. INSTALL NEW MASTIC APPLIED AND MECHANICALLY ANCHORED PVC LINER IN RECESSED CHANNEL AREA OVER FRESHLY CURED CONCRETE AND IN ALL OTHER AREAS WHERE EXISTING PVC LINER WAS REMOVED. PVC WELD STRIPS SHALL BE USED TO PATCH ALL PVC JOINTS 4. PROVIDE PVC GAS FLAP ON ALL LATERAL PIPES 12 INCHES IN DIA. AND LESS UNLESS OTHERWISE SPECIFIED. 5. WHEN TRUNK LINE PIPE IS EQUAL TO OR GREATER THAN 39 INCHES IN DIAMETER, LATERAL PIPE SHALL EXTEND TO VERTICAL FACE OF MAIN CHANNEL WITHOUT HAVING A RECESSED SIDE CHANNEL. GAS FLAP INSTALLATION FOR PVC LINED OR UNLINED MANHOLES S-056 20F3 10 :~ CONFORMED DOCUMENTS FOR CONSTRUCTION (»;:: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF 5 ~ DISCREPANCIES BETWEEN THESE DOCUMENTS ANO THE RESPECTIVE BIDDING DOCUMENTS INCLUDING o ~ ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ~~-t.:.:Jz.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:r.:.:.:r.:.:Jr~o;,s:,G;,;,~D~B~Y•~S;H~EK~~;,;:,-~;;u;~~B~H""'.:'~o:,71,~o:-T--::;;;;;;;:;;::--T------------------------r--7-~--:::~;;;;;:;;:-------------------r----J....EBVAUL~Biio1AiiiTrFRiiuiNNl<K7s~EFWWFE~R:j""------reP;RODJ~E~cTi""NNoo.~----t-~~ DRAWN BY: CONNELLY, JOHN 06/10 WATER A =~01AA ~ REHABILITATION 5-47 :;.:, CHECKED BY:JOYCE, TIMOTHY -12/12 AECOMUSA,lnc M.:;\.,~ JFI ORANGE COUNTY DRAWING NO. ~~ ":: ~u,~ ,~,~~ES ~Ii:J~~i,::fm::;:::, sAN 1T AT1ON 01sTR1cT STANDARD ocsD DETAILS csoog MARK DESCRIPTION DATE APPR. (F NOT 2"-SCALE ACCORDINGLY) www.aecom.com 27 OF 41 I ] ~@ oO oD •• ~~ t Ji "o A B C D E i'~ F ~~ g e E 2 3 PLACE RIBBED PVC SHEET MH SHELF GAS FL~:-?ENR~~6~~~1~6 --__:t==;----i~----~1/ -------WELD ALL AROUND POCKET EL . C ~--~----1/8" x 1" FLAT 316 NOTES: 1. FOR INSTALLATION AT EXISTING MH., SEE STD DWG, S-057 UNLINEDMfl "' SS BAR, SEALED IN PVC " -~ 2. FOR MANHOLES WITHOUT PVC LINER, ATTACH GAS FLAP WI 114" x 1" 316 SS FLAT BAR. DRILL HOLES 112" FROM EACH END AND ONE IN THE CENTER. (A" 3" OR LESS) SPACE OTHER HOLES 3" OR LESS. ATTACHING BAR m> , J 1/4" X 1" FLAT 316 SS 3. PROVIDE GAS FLAP FOR ALL LATERALS 12" AND LESS, UNLESS OTHERWISE SPECIFIED. DETAIL 1 -,,,,---- EXISTING Ml-I BASE WI NO PVC UNER RIBBED PVC GAS FLAP -1J4"x1" 316 SS BAR / 1/4"x21/2" 316 SS QUICK BOLT CAULK WITH SIKAFLEX 1A OR EQUAL GAS FLAP INSTALLATION FOR PVC LINED OR UNLINED MANHOLES S-056 30F3 DETAIL 3 ATTACHING MR SEE NDTfi 2 RIBBED PVC SHEET FOR GAS FLAP PVC FLAT SHEET WELDED ALL AROUND POCKET 1/8" X 1" FLAT 316 SS BAR DETAIL 2 -,,,,---- 4 RIBS NOT , SHOWN -.j- FOR CLARITY INSTALL NEW LINER TO NEW CHANNEL 5 I I I I I I ',-1.71 ...... --, lt--- 1 I I I ) I I I \ 6 L __ _ ( ,+----+,' USE ELEV. "B" WHEN SEWER MAINS ARE LESS THAN 39" IN SIZE I I 11 I I I I I I I I I I I I I I I ~-l I ,t __ l,_i PLAN VIEW '" L_]__ lce'=a==sil--I1-WELD GAS FLAP 0.D. +4" EACH SIDE TO PVC LINER W/ 1" WELD STRIP WELD PVC ALL AROUND POCKET 4'MIN B"MIN. 1/4" x 1" FLAT 316 SS BAR SEALED INPVC RIBS NOT SHOWN FOR CLARITY 316 ss 1" ID EYE BOLT WELDED TO BAR r--- I I I I I I _ ____ .J 7 -USE ELEV. "C" WHEN SEWER MAINS ARE 39" AND GREATER. ELEV.C ~ MH SHELF WELD GAS FLAP TO PVC LINER W/ 1" WELD STRIP -WELD PVC ALL AROUND POCKET 1/4" x 1" FLAT 316 SS BAR SEALED INPVC CORE DRILLED STUB AT EXISTING MANHOLE DETAIL S-057 1 OF2 8 9 10 --EXISTING PVC LINER EXISTING MH SHAFT ----• • 4,000 # CONCRETE (2) 2' JOINTS OF VCP ROUGHEN SURFACE & APPLY EPOXY BONDING AGENT - TOP OF EXISTING BASE- 12" MIN. WRAP PVC LINER AROUND VCP AND SECURE WI 316 SS BAND CLAMP 316 SS BAND CLAMP NOTE: . . ' .. . . .. SECTION A WELD GAS FLAP TO P.V.C. LINER / ~ 2" WELD STRIP FOR GAS FLAP SEE STD DWG S-056 SEE NOTES 12" MIN 1. CORE DRILL EXISTING MH BASE A MIN. OF 2 INCHES LARGER THAN OUTSIDE DIAMETER (OD) OF NEW VCP STUB AND DRY PACK WI CONCRETE GROUT AROUND OUTSIDE OF NEW VCP STUB AS SHOWN. 2. REMOVE EXISTING PVC LINER OVER EXISTING MH SHELF. JACK HAMMER OR REMOVE PORTIONS OF EXISTING CONCRETE BASE TO FORM NEW RECESSED CHANNEL A MIN. OF 2 INCHES IN WIDTH (ON EACH SIDE) BEYOND EDGE OF NEW GAS FLAP; OR FOR NEW VCP STUBS 15 INCHES OR GREATER IN DIAMETER, REMOVE A MIN, 4 INCHES IN WIDTH (ON EACH SIDE) GREATER THAN OD OF NEW VCP STUB. PATCH BOTTOM AND SIDES OF RECESSED CHANNEL WI CONCRETE OR GROUT TO MAKE A SMOOTH TRANSITION ON SIDES AND BOTTOM OF CHANNEL. 3. INSTALL NEW MASTIC APPLIED AND MECHANICALLY ANCHORED PVC LINER IN RECESSED CHANNEL AREA OVER FRESHLY CURED CONCRETE AND IN ALL OTHER AREAS WHERE EXISTING PVC LINER WAS REMOVED. PVC WELD STRPS SHALL BE USED TO PATCH ALL PVC JOINTS, 4 PROVIDE FLAT SHEET PVC GAS FLAP ON ALL LATERAL PIPES 12 INCHES IN DIA. AND LESS UNLESS OTHERWISE SPECIFIED, SEE STANDARD DRAWING S-056. 5. WHEN TRUNK LINE PIPE IS :'.QUAL TO OR GREATER THAN 39 INCHES IN DIAMETER, LATERAL PIPE SHALL EXTEND TO VERTICAL FACE OF MAIN CHANNEL WITHOUT HAVING A RECESSED SIDE CHANNEL. CORE DRILLED STUB AT EXISTING MANHOLE DETAIL S-057 20F2 :~ CONFORMED DOCUMENTS FOR CONSTRUCTION (»;:: THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE INCORPORATED IN THESE DOCUMENTS. IF O DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE RESPECTIVE BIDDING DOCUMENTS INCLUDING ~"' ADDENDA ARE FOUND, THE BIDDING DOCUMENTS WITH THE ORIGINAL ADDENDA SHALL GOVERN. ;0 ~---l,:_:_:1:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_1:_:_:_1:_:_:...T-;;;;;;:;;;--;;:;-;;;:;;;:::--;:;:;;;;ii::-;;:;;T--::::;;;;:;;;;;::-1-::::=::-------=-==-==-=--:::-::-,-::;;;;;;;;;:-------------------7-----·-BP:u:mr:rniirt<si~iEl=i"" ______ '"fi"'i:rn;;-"N<i'.-----1, (/)If} DESIGNED BY·SHEKHAR SAURABH 06/10 ~ BALBOA TRUNK SEWER PROJECT NO. ~i DRAWN SY, CONNELLY, JOHN 06/10 WATER A:r.Q,AA ORANGE COUNTY REHABILITATION 5-47 ,.. CHECKED BY: JOYCE TIMOTHY -12/12 AECOM USA, Inc '-, fY'I DRAWING NO. 999 W. Town and Country Road ~~ "~: ~u:L'~,~~ES ~•;,':;';,~~;.;'f'::;:'sS?244' SANITATION DISTRICT STANDARD OCSD DETAIL C5Q1 Q MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.aecom.com 28 OF 41 8 ¥ 1 A B C ~ D ~ I 1i ~, iY 0~ t, ct::g E • •o Ji~ ~~ $,J_ il • ,i'c ii~ iS'f -~T •m p~ z~ <! > 2 --' <( .=---~ -___:::::-;;:"c~. -_· -, ·_ l,;f)-------c-c··,· a-,'£1-i' -~ 3 4 ' " _______ '.:,, ,-- ----~\:__ -J.~~.=:.2--::_=:,---------- ,~o.s~-•-fr --_:;;;----=--- 5 6 7 8 9 10 ~ ' ------\ i--~--=---»--La ~ ~-;:-,~~;._:- --------' ·., J,: 0 I L k: f- t-.c.cccd ~-<ll-· :_c·c~,:~~20-/-~~'.; ¢" £N0 B>iPASS-"A\~ --a---• ! , I~ __::;:;:i ; ~----~~~;~~:~~·~w~~~~,~-;i0~*~~ct~~:::·:~~p9W-.-.-.. -'- I-I W<!J z--a: _J w I> QO !;;: Ill ~~ w Cl) ------, . -' NOTE: A, USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CALTRANS STANDARD PLANS A81A B. SEE SHEET TC3002 FOR DETOUR PLAN OF MAIN ST AND WASHINGTON ST PlJ\N: 1" = 40' , , ! ----3.," !<n.i / J ! i 11 'f ! ' ! 1 , cnffe ~-' , -~-~--i i t::;, Ii ' . ! ! ' iLR11f-4. R11-2 '/uiJ.17_·.-R11-2.·, ,n .. i.' .i.' i'.( !'.-' ~i-1 .f-'" :i: ,:r-;""'-"'".• .' . -, ·_-"·-"--1/ ,__, 1 .·' ! ___ --_ ~-1.L_ -~-, i ,11~ /~_// /.,/ /! .-/ // /,/ /_:l/~1--/ _ ---.. 8 '! &~~~~/.-/~ i ~ '~ , .. -·-(" \-l_ ,! ;/[-:;;.ff ftL,_ 11 /' _,j/J.ss "A"~ r--, ! ) "'en( i ·-• -~,; // i ' ' ' ' • f 1'1 //.C~ " M4"'1/irt--v,,-, M4-10R R11-2 ~;J~~;;~-, ~~,~~•~~-.!~-J~l~-;~~:~~~~:::~:~~~~~=f'~J;~;:1!~f~j~~~~~-~~~o ~~~--~ ~~~~:i~if:_s-~-~-'.~%N~~=B ___ , -.~:~ -,~::o~ve,~ ~7-v':1~1. ~ :i£~~"?~ '~'1J:"" -~ ··~, ~~; ''.~~ ." -" -",", -· ·~:~,,~~~~j;'~~ 1,, ~ ~ f""~.-Ip :'i !'! '-; ~ i 1~~; rrT f ,%~.lt;le¾LC ::. :::_°' -=~=, _1r~:}!:=::~:·:«:~~:7:::::'.::~1l'' " ~ 300' ~o 2. ~:t~c ,;~~~ ~7:fl~~E~rAii ~ii~ ttN#i~i 0toc~~N~6s\R~~ctN~~r~~~p~l1 ~1~g~ iiRiNEG tlt}fo~~i'fRMr~u~lA~~N3N;g~~· TRAFFIC CONTROL DEVICES, 3. TRAFFIC CONTROL PLAN FOR EACH BYPASS SHALL BE SET UP DURING LINING, CLEANING, CCTV INSPECTION, AND MANHOLE REHABILITATION OF 1--I ~f2:?~.;;~0l(ft 100 ' 100 • LE GP~N~l;•· 4. ;i:ti]gft::ti~:iot~~:!!T~1i~;fl~::(2mi~:~TT::~~ CONTROL TO BE PLACED AT INOMOUAL MANHOLES FOR LINING, CLEANING, CCTV J: BYPASS HA~ ; "'" --'C lf::;_--:,"?..~-( d.;.i;lJr,; 5. CONTRACTOR SHALL PLACE TEMPORARY NO PARKING SIGNS AT A DISTANCE FROM WORK ZONE. NO PARKING IS AVAILABLE WITHIN THE K-RAIL. LU (!J ---~-----' ---.. .lL._ ,-"'((, lc:::>I TRAFFIC DIRECTION PIPE. PEDESTRIAN RAMPS SHALL BE PLACED Vvl-lEN BYPASS PIPE CROSSES SIDEWALKS. ~ a:.,£" .: -·-----" -"---J{'~-x ---~"' ~ --~:-~_ 7. CONTRACTOR HAS THE OPTION OF PLACING RAMPS OR SHALLOW BURYING BYPASS PIPE WHEN CROSSING DRIVEWAYS. -~ ~1 ~,-:.::::::-..,.~~-·~-.c d' '-L -SEE GENERAL NOTE 17 6. CONTRACTOR HAS THE OPTION OF PLACING PEDESTRIAN RAMPS OR SHALLOW BURYING BYPASS PIPE AT ALL CROSSWALKS AFFECTED BY BYPASS _J W ~---_ _ W4-2R__.,,....-----,,-~-------[!J DELINEATOR/CONE 8. CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRANSPORTATION AUTHORITY AT 714-530-6060 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO W20 5R_,../ ----~-[ffi ARROWS OARD WORK AFFECTING SUS STOPS . :C > =>~-_:co -~,----:::::_-:-_:::_ ________ .!:, _______ ~~ f. = ~ ~------~ -EE NO PARKING BARRICADE 9. CONTRACTOR SHALL POST SIGNS NOTIFYING PUBLIC A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CLOSURE OF STREETS OR ALLEYS. QI-g ,_:f~.. "" E B A Li O A W2BO-L-1-v ·o·,···•-_-. '·· ----. HIGH LEVEL WARN. DEV1CE 10. CONTRACTOR SHALL POST "TOW AWAY/NO PARKING SIGNS" FORTY EIGHT (48) HOURS IN ADVANCE FOR TEMPORARY PARKING REMOVAL. SIGNS t..U .._ ----SHALL INDICATE SPECIFIC DAYS, DATES, AND TIMES OF RESTRICTIONS. SIGNS SHALL BE POSTED EVERY 25' lHROUGH WORK AREA. <J:: <( • • c -,,,,_c==c~c--7' --C -··-,' oO> I =-11 SIGNALIZED INTERSECTION 11, CONTRACTOR SHALL COORDINATE WITH CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FOR WORK AFFECTING TRAFFIC SIGNALS. ~ ttl ;tl~iF~;;i1E_~~;;',:;~:-;:,.~:::. -.-r SIGN 12. ~~~~~~~T~~A~~A~~B~~~T;g;K~6E~~~L~~~~(;;;;F7~E;1J~:~~) (3) wo:~1N_G6~4A!i3ftlOR TO WORK AFFECTING lHE AGENCIES: Cl) ,t './ 1 1 1 / ·---, ~-BARRICADE NEWPORT BEACH FIRE DEPARTMENT 949-644-3104 ---ABOVE GROUND BYPASS PIPE 13. CONTRACTOR SHALL REPAIR OR REPLACE TRAFFIC CONTROL DEVICES (INCLUDING TRAFFIC SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT C:J RAMP MARKINGS, LEGENDS, CURB MARKING, LOOP DETECTORS, TRAFFIC SIGNAL EQUIPMENT, ETC.) DAMAGED OR REMOVED AS A RESULT OF OPERATIONS AND NOT DESIGNATED FOR REMOVAL. REPAIRS AND REPLACEMENTS SHALL EQUAL TO EXISTING IMPROVEMENTS. LOOP DETECTORS SHALL BE :1 I I! ti I i I - - -BURIED BYPASS PIPE NEWPORT BEACH POLICE DEPARTMENT 949-644-3742 ~ D PUMP REPLACED WITHIN THREE (3) WORKING DAYS OF COMPLETION OF WORK. r-:0 14. lHE RESIDENT ENGINEER AND CITY INSPECTOR (PUBLIC WORKS) WILL OBSERVE lHESE TRAFFIC CONTROL PLANS lN OPERATION AND RESERVES lHE BSTH % SPEED: 30 MPH RIGHT TO MAKE ANY CHANGES AS FJELD CONDITIONS WARRANT. SUCH CHANGES SHALL SUPERSEDE THESE PLANS. 'E?. ~~Ft-------------, tx , 8~ . ~ g''!? e• '.l-~ TE.:. --- TRA.l\' OONSUUI'ING J!JNGINlJ/HJRS 4444 EL CAJON BLVD . SUlte 15 SAN DIEGO, CA 92115 (619) 56J-76ll0 PLAN: 1""' 40' 15. SEE DRAWINGS TC3002-TC3003 FOR TRAFFIC CONTROL AT MANHOLES. MAXIMUM CONE SPACING: 25 FEET 16. REFER TO SHEET TC1002 FOR TRAFFIC SIGN DESIGNATIONS. 17. UNLESS OTHERWISE SPECIFIED, PLASTIC K-RAILS AND/OR DELINEATORS WITH YELLOW CAUTION TAPE SHALL BE USED TO PROTECT BYPASS. PLACEMENT OF CONCRETE K-RAILS SHALL BE DETERMINED ON THE FIELD AT CERTAIN LOCATIONS. m~ ~rJ1~[!:cg1ji~iMiJM[N!filL==========t::r=:r-,;;,:;Sl;;G,;;,;,-;BY;:;.;HO~•=G;IA~c:,;,;AN;:;P~E===-r-:;;;~;;::-r:::::-------::-:=::::::-::-::-'T(§-~;;;;iii;;;;::-----------------r-----EBiiA\LLEBicoiiA~TiiR~U]NNK~S~E~WVIE~R'i"'" _____ TPPfRW0,Jjl,'c'crr'N<Noi'.'.----1- ;1;-;i1 DRAWN BY, ..,,. ... 1 .... ,. ...... , ----WATER AS'COM ORANGE COUNTY REHABILITATION 5-47 ~~ CHECKED "'~,~~H;uI~,~~~· t~J~;:~;~•r;::.:~~m, SANITATION DISTRICT TRAFFli$~A~~R2L PLAN DRATC1001 MARK DESCRIPTION DATE APPR (IF NOT 2~-SCALE ACCORDINGLY) www.aecom.com 29 OF 41 A B • i ~ C 8 • w C a D MARK 2 TRAJV CONSUTJI'I!\'G ENGINEERS 4444 Et. CAJON BLVD. Suite 15 SAN DIEGO, CA 92115 (619) 56J-7650 DESCRIPTION 3 4 5 LEGEND -REFER TO GENERAL NOTE 17 SHEET TC1001 1=. 1 TRAFFIC DIRECTION DELINEATOR/CONE lffi ARROWBOARD EE NO PARKING BARRICADE HIGH LEVEL WARN. DEVICE SIGNALIZED INTERSECTION ++ ~ , SIGN BARRICADE - - -BURIED BYPASS PIPE ---ABOVE GROUND BYPASS PIPE c::J RAMP D PUMP 85TH % SPEED: 35 MPH MAXIMUM CONE SPACING: 30 FEET 6 7 PLAN: 1" = 40' NOTES: 1. SEE DRAWING TC1001 FOR GENERAL TRAFFIC CONTROL NOlES. 2. USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CALTRANS STANDARD PLANS A81A. 8 9 10 "i-w20-1 PLAN: 1ff = 40' 34 OF 41 Iii 3 A C <J TL=. --- 2 /"- ', -..~-245' , ~ R\ ~-:-~--<;--- TRAN 00,YSFJ:Ll'ING EJ•{GIJYEiiiRS 4444 El. CAJON BLVD. Suite 15 SAN DIEGO, CA 92115 (619) 56J-7650 MARK DESCRIPllON DATE APPR 3 4 5 LEGEND -REFER TO GENERAL NOTE 17 SHEET TC1001 ~ TRAFFIC DIRECTION DELINEATOR/CONE fffilX ARR0WB0ARD [XI NO PARKING BARRICADE [YJ HIGH LEVEL WARN. DEVICE [@J SIGNALIZED INTERSECTION 1-~ I SIGN ~ BARRICADE - - -BURIED BYPASS PIPE ---ABOVE GROUND BYPASS PIPE C::J RAMP D PUMP 85TH % SPEED: 35 MPH MAXIMUM CONE SPACING: 30 FEET www.aecom.com 6 7 8 9 10 20TH ST DETOUR PLAN I;; 1i M4-toR W BALBOA BLVD COURT ST M4-10L M4-10R PLAN: 1" c: 40' BYPASS "H" NOTE: 1. SEE DRAWING TC1001 FOR GENERAL TRAFFIC CONTROL NOTES. 2. USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CALTRANS STANDARD PLANS A81 A -CONCRETE-·K-=-RAiL TYPE-K 245' = = G20-2~ _::·.:.._";::_:: -..:::,=_::.--=:-.. ---~~~-.:.~ ~.:.~;;~~~-=-:-..:;:-:_;;;_=:==-:: ~~-=:-=--, i PLAN: 1""' 40' w 5 j ~ ~ NO SCALE 35 OF 41 -=' A B ~ ~ ~ E 8 ffi • 0 C • • ~ ' m 7 ~ ~ 0 ¥ ~ I ITT 0 / ~ ' D ITT 7 • ,. • ·~ e ;; 1 1i ~; ~I ~x ·~ &~ E • •o ~~ ~~ ,y ~~ u oO m ,i'o ·c~ ~g o, .~,= i~ ~~ F ,,~ •' ~] ·-em ;;~ ~;; WN 310 ~N CITY COM tB --~ ~~ MARK N 245, -,,...___,__,<45•. DESCRIPTION 2 3 l __! c:r cc.:=--c:=.', DESIGNED BY•HOA GIAG TRAN Pf DRAWN BY: oS~AMwl~$~W2Fl~5~----- CHECKED BY: .IOHN AIISIIN ?E LINE IS 2 INCHES AT FULL SIZE DATE APPR. (IF NOT 2"-SCAI.E ACCORDINGLY) 4 5 6 7 8 9 :r: ., 1--I- ,~ 1126-1 --,--· l :,---::-:-- -cc0 -;fEwro R T __ PUM Q.,._';-----~-~~~~:~ :~%: __ , __ ------------- NOTES: 1. SEE DRAWING TC1001 FOR GENERAL TRAFFIC CONTROL NOTES. 2. USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CALTRANS STANDARD PLANS A81A \ 0 PLAN: 1'"" 40' ':!'RAN OONS(:L'J.'ING ENGIJVEERS 44# El CAJON BLVD. Suite 15 SAN DIEGO, CA 92115 (619) 563-7650 WATER AECOM USA, Inc 1501 Quall Street AS'COM @ ORANGE COUNTY Newport Beach, CA 92560.2726 T 949.470.3300 F 949.721.7142 www.aecom.com SANITATION DISTRICT PLAN: 1" "'40' LEGEND -REFER TO GENERAL NOTE 17 le;>. I TRAFFIC DIRECTION DEUNEA TOR/CONE X ARROWBOARD NO PARKING BARRICADE HIGH LEVEL WARN. DEVICE ++ :., SIGNALIZED INTERSECTION ~ SIGN BARRICADE BURIED BYPASS PIPE ABOVE GROUND BYPASS PIPE c:::::::J RAMP D PUMP 85TH % SPEED: 35 MPH MAXIMUM CONE SPACING: 3D FEET SHEET TC1 001 BALBOA TRUNK SEWER REHABILITATION TRAFFIC CONTROL PLAN BYPASS I 10 PLAN: 1' = 40' PROJECT NO. 5-47 DRAWING NO. TC1008 36 OF 41 g u 'i 1 A B C l D l !3 ,i ~I ff .~ t, a:::g E • •o .. •a •'t •Y . , ,T ~ :g • ti'r'.l E~ ;!!~ ~T oo § C?. •~ F i~ 8& ~f;:l e" 2 3 4 PLAN: 1" = 40' ---· ·--, . -----~---~-·-,_ PLAN: 1' = 40' 5 6 7 / .. ,) /. . . \"....--•" ---~,<~::;,-;;,-,,.~{ ,A • ' :"'. '.): ;~:;~ ~';, •• NOTE: 1. SEE DRAWING TC1001 FOR GENERAL TRAFFIC CONTROL NOTES . 2, USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CALTRANS STANDARD PLANS A81A TL=. TR,LV COJ!\'SUI,7-'ING ENGINEERS «44 EL CAJON BLVD. SUlte 15 8 9 NEWPORT LEGEND -REFER TO GENERAL NOTE 17 SHEET TC1001 le,>. I TRAFFIC DIRECTION DEUNEATOR/CONE I ARROWBOARD ~ X NO PARKING BARRICADE HIGH LEVEL WARN. DEVICE SIGNALIZED INTERSECTION SIGN B BARRICADE ---BURIED BYPASS PIPE ---ABOVE GROUND BYPASS PIPE c::::::::J RAMP D PUMP 85TH % SPEED: 35 MPH MAXIMUM CONE SPACING: 30 FEET 10 i5 ~;-t1E:fi;i'~i;lo~Mii:<ii:IT~=========:::r=:i::::i~;;;;;;;,;-;;:;;;;;;::;;;;:;;:;;;:;;~===-r-::;;;iii;:::-7-:==------::-:::::'::=:-::-::-r~-:;;;:;;m;;;;:--------'i------7r-----BAUBCO,ATIRiuiNii<sEW~R:----.,,,~ROOJJEC~OTNNO~.----, ~ ~: DESIGNED BY·HQA GIAC TRAN PE WATER 118 DRAWN sv, """"""1_.,sw..,e,.__s ---A:-COM ORANGE COUNTY REHABILITATION 5-47 CHECKED BY: IOHN AIISIIN PE AECOMUSA,lnc TRAFFIC CONTROL PLAN DRAWING NO. ~~ u:~~u~1 ~,~~ES ~:~{:~~rb::;:::-,'.;::, SANITATION DISTRICT BYPASSJ TC1009 MARK DESCRIPTION DATE APPR (IF NOT 2"-SCALE ACCORDINGLY) www.aecom.com 37 OF 41 SAN DIEGO, CA 97115 (619) 563-7650 --- 0 0 u 7 l A B C r ~i jc :BX -£X ~o E • ,~ ;r ,u ,e I gT '58 0 ,ia ~ffi •Ir rr 20 ·c 9. ~~ F %~ 8, ' 0 "' [~ ,9-o 2 PLAN: 1""' 40' 3 4 5 ----------- 4",-,.,, -END BYPAss ~/{'' ~a.-,, .. PLAN; 1'"" 40' 24q,:/'' 120' TAPER BUFFER 6 7 PLAN: 1' = 40' NOTES: 1. SEE DRAWING TC1001 FOR GENERAL TRAFFIC CONTROL NOTES. 2. USE SAND FILLED CRASH CUSHION ARRAY U11 PER 2010 CAL TRANS STANDARD PLANS A81A. TC:=. -- TRAN OONSlll,TING ENGINEERS 44++ EL CAJON BLVD. Suite 15 SAN DIEGO, CA 92115 (618} 583-7650 8 9 LEGEND -REFER TO GENERAL N01E 17 SHEET TC1001 ~. TRAFFIC DIRECTION 0 DELINEATOR/CONE I ARROWBOARD ~ X-i NO PARKING BARRICADE HIGH LEVEL WARN. DEVICE SIGNALIZED INTERSECTION SIGN BARRICADE - - -BURIED BYPASS PIPE ---ABOVE GROUND BYPASS PIPE c:::::::J RAMP D PUMP 85TH % SPEED: 35 MPH MAXIMUM CONE SPACING: 30 FEET 10 ~5 ;;-µ[lµ;irvuc~O~M~M[tili===========r=r:=r~D;ES;,G;,N;,;D~~~-H~OA;::;;G:1Ac;;:;,;BA;N::;;PE~==1--:;;;;;;;;;::-r-:w:~:.:.:--------:":--:-~-=~~=0-=~l-=a-=jl-r~-~:;;:;:;;;;;;;;::----------"--------r-----"""isiiA~LjB~O)AA°iTlRKUnN~KKES~E~W-iEERR------,,P~ROjJJ~E~'1iN~o,.-----r- .....-t DRAWN BY: .:.sA .. MILI .:.SW"''"''s'------JIii.ii'-,, JJ'I REHABILITATION 5-47 ~= CHECKED ~-IQHN AIISDN PE ffo?~~.~~;;,,rc ORANGE COUNTY TRAFFIC CONTROL PLAN DRAWING ND. ~~ ":~~u~1~,~~ES l'i:l't,l~\~~c;:J;)t'.;)l, SANITATION DISTRICT BYPASSK TC1Q1Q MARK DESCRIPTION DATE APPR (IF' NOT 2n-SCALE ACCORDINGLY) www.aacom.com 38 OF' 41 A B • $ " ~ C E 8 ~ 0 D E F 2 3 ----------• •>-•>-Y W20-1 300' T-1 <=a -= = = = = •>-f W20-1 500' T-2 •>- C20(CA) (RT) W4-2R I 300' NO SCALE 300' 85TH% SPEED : 30 MPH DELINEA TOR : 30' MAX NOTES: 1. TRAFFIC PLAN REFERENCED TO CAUFORNIA DEPARTMENT OF TRANSPORTATION 2006 STANDARD PLAN T11. -==:::::1 z 0 85TH% SPEED DELINEA TOR : NO SCALE 40 MPH 40' MAX / P:\I.,' i 01:\N / -------• -• • • •>-•>-rn C20(CA) (RT) W4-2R I 500' 500' "'✓. . ------•-.. ··-• • / ; / • 320' TAPER • • • 4 • • C30 (CA) R3-2 - ® ~··;,~r-- -. ( I I ..•..• ¢::I ALLEY 0 g cl) :J> • W20-1 Tl I • • 5 • MANHOLE LID0010-000 300' W20-1---l PARKING 6 w > <( w (/) => 0 I m => ....J 0 7 DETOUR >-w ....J ....J <( FINLEY AVE >--~ w z 0 8 PLAN T W20-2 0 > ....J m f-°' 0 ~ w z R11-2 SC3T & M4-10L f-R11-2 T M4-10R ~ ~ D ® • • R3-7R ALLOWABLE HOURS: 9: 00 TO 4: OD OFF SEASON (JAN-APRIL) MANHOLE LIDOOOS-0000 • f-- 315' BUFFER NEWPORT BLVD. • • CONFORMED DOCUMENTS FOR CONSTRUCTION The addenda Issued during the bidding period are incorporated Into these documents. If discrepancies between these documents and the respective bidding documents lnoludin addenda are found, the blddin documents with the ori inal addenda shall overn 100' NO SCALE = = PARKING -- 9 LEGEND E'22J WORK ZONE lc:>I TRAFFIC DIRECTION IT] DELINEATOR/CONE itz:j ARROWBOARD 10 [J[l NO PARKING BARRICADE [YJ HIGH LEVEL WARN. DEVICE [@:J SIGNALIZED INTERSECTION G] SIGN B BARRICADE NOTES: 1. TRAFFIC CONTROL DRAWINGS TC1001 THROUGH TC1010 SHALL BE SET UP FOR LINING, CLEANING, CCTV INSPECTION, AND MANHOLE REHABILITATION OF TRUNK SEWER AT THE SPECIFIED MANHOLE(S) OF EACH PLAN. 2. THESE PLANS SHALL BE IN ADDITION TO TRAFFIC CONTROL SET UP DUE TO TRAFFIC CONTROL PLANS FOR BYPASS A THROUGH BYPASS K. 3. IF W20-1 AND G20-2 SIGNS ARE SHOWN IN BOTH THESE PLANS AND THE BYPASS PLANS, THE SIGNS FURTHEST FROM WORK AREA SHALL REMAIN. 4. SEE DRAWING TC1001 FOR ADDITIONAL NOTES ON TRAFFIC CONTROL 5. PROVIDE 10' DIA. WORKING SPACE AT EACH MANHOLE FOR REPLACEMENT OF TOP TOP OF MANHOLE IF REQUIRED. '1.'lUlN CONSfJI,'1,TfNG ENGINJ<JHJRS 4444 EL CAJON BLVD. Suite 16 SAN DIEGO, CA 92115 (619) 563--7650 v ~ " E 8 15 " 0 rn • 0 ~ ~ ' A B C ~ l D ! I ii ~ ~ e:!I '.6!;: ~ Ji &o E ! 5: ·~ ,, cLJ , ' ~~ 0 ' OID ;: ~ gj ~i :3,h j~ "• F fx 6 E LJ " g,?. cN o-~~ 2 3 4 5 6 7 250' 245' BUFFER TAPER TYPICAL DETAIL FOR MANHOLE INVERSION 350' 350' 350' W4-2L W20-5L W20-1 G20-2 -I --j --j --j R3-2 <= --j C30 (CA)---J <= r;···._::.~-· ---=-========.cc::..==-:.: => ________ ,,,, _______ ,._ f-- W20-1 350' 85TH% SPEED DELINEATOR f--f-- W20-5L W4-2L 350' 35 MPH 30'MAX 350' ALLOWABLE HOURS: 7: 00-6: 00 245' TAPER 120' 120' 250' BUFF;ER 100' ~· .L R3-2 .L W20-1 TYPICAL FOR MANHOLES: LID0025-0000 (SHOWN) LID0030-DODO ~~o BUFFER TAPER 245' 245' NO SCALE T-1 12 METERED SPACES 6 TEMP NO PARKING SIGNS ~~o 120' BUFFER --1 G20-2 • "cl --~ _:j ::? ... :'.? = = T-4 • NO SCALE J;l C30 BALBOA BLVD. NEWPORT BLVD. _R3,:§L 245' TAPER 85TH% SPEED DELINEATOR 35 MPH 30' MAX MANHOLE LID0050-0000 245' 245' \!I W20-5L W20-1 ~ W20-1r\ j -- ------------· ~ ,:-\~_, --1 -=. ,:::;;:,·--= = ;:-~, j'-iw:10~1 "" • = -,==,> 85TH% SPEED DELINEA TOR : 35 MPH 30'MAX => => I--G20-2 ~~o T-2 NOTE: NO SCALE "" P~RKlliG·===---~ NEWPORT BLVD, 12 METERED SPACES 7 TEMP NO PARKING SIGNS ALLOWABLE HOURS: 7: 00-6: 00 MANHOLE U00035-0000 ALLOWABLE HOURS: 7: 00-6: OD 245' 245' 85TH% SPEED 35 MPH DELINEA TOR 30'MAX MANHOLE LID0055-0000 1. PROGRAM TRAFFIC LIGHT TO PREVENT PEDESTRIANS FROM CROSSING INTO WORK ZONE. REDIRECT PEDESTRIANS TO 20TH 245' ~ ST. CROSSING. NEWPORT BLVD~ NO SCALE W20-1T\ 85TH% SPEED DELINEATOR 35 MPH 30'MAX 8 9 10 ------------------------·--CONFORMED DOCUMENTS FOR CONSTRUCTION The addenda issued during the bidding period are incorporated into these documents If discrepancies between these documents and the respec,1.lve bidding documents includin addenda are found, the blddin documents with the orl lnal addenda shall overn, ~~o ALLOWABLE HOURS: 7: 00-6: 00 120' BUFFER 245' TAPER MANHOLE LID0045-0000 245' 245' NO SCALE >-' V, -! G20-2 NEWPORT BLVD. R9-3o WZD_:;-1 :~ I ..... :_-.::: .......... : ......... __ ·~-~--·· .. ····"""" ...... -.......... ·----.......... ,oJ, ........ ·-·--·-------------JN ~--W20-5L W20-1 ·----:--1 -·---.... ::·L. _::_-=--=~;~~!~~~~t:;~~Jf_~_'.:_:.~.ss_~r:~·~•~• :imi. .. ~. ;,, :.:.. • -->,,.,/.;:.:~, W2~~~~"~:~. PARK~;irNL_ :if~~~ ..•..... R;~fo\' -, ,_. :;:: ••i ,,:;::y;; T-3 LEGEND E22J WORK ZONE BALBOA BL VD. l=>I TRAFFIC DIRECTION W DELINEATOR/CONE l±Ej ARROWBOARD [X] NO PARKING BARRICADE [YJ HIGH LEVEL WARN. DEVICE I ® I SIGNALIZED INTERSECTION , .~ I SIGN ~ BARRICADE 'f'RAN CONSULTING ENGINliJEU.S 4444 EL CAJON BL VD, Sullij 15 ---SAN DIEGO, CA 92115 (619) 563-7650 /JI G20~2) ® '.. ,(---- 1"' _____ -. J ~ I 85TH% SPEED lo:: DELINEA TOR : f~ 35 MPH 30' MAX NOTES: 1. TRAFFIC CONTROL DRAWINGS TC1001 THROUGH TC1010 SHALL BE SET UP FOR LINING, CLEANING, CCTV INSPECTION, AND MANHOLE REHABILITATION OF TRUNK SEWER AT THE SPECIFIED MANHOLE(S) OF EACH PLAN. 2. THESE PLANS SHALL BE IN ADDITION TO TRAFFIC CONTROL SET UP DUE TO TRAFFIC CONTROL PLANS FOR BYPASS A THROUGH BYPASS K. 3, (F W20-1 AND G20-2 SIGNS ARE SHOWN IN BOTH THESE PLANS AND THE BYPASS PLANS, THE SIGNS FURTHEST FROM WORK AREA SHALL REMAIN . 4. SEE DRAWING TC1001 FOR ADDITIONAL NOTES ON TRAFFIC CONTROL. 5. PROVIDE 10' DIA. WORKING SPACE AT EACH MANHOLE FOR REPLACEMENT OF TOP TOP OF MANHOLE IF REQUIRED. ~- ~:7t_:_:1.:_:_:_:'_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:1c_:Jr_:_:3-;D;E;SIG;.N;E;D~B;Y.:Ho;,,:,;,A~C=T~R;AN;:;P;E===1-:::;;;;;;;:::::--"T--:::::::::-------::-::=-===--=---=--"1-::::;:iii;;;:;::----------.... ------r-----isaA~LUB~ODAAlT~R~UftNJiK<°'ss~EVWVIE'IR:j"'"------,-;,;,™o:;::~c,T~NNC0,.----1, !i DRAWN BY, .S,SAMLMl,,,,,SWfilEIS___ WATER A:COM ~ ORANGE COUNTY REHABILITATION 5-47 CHECKED BY, ,IOHN AHS]N PE f,;~T~~-,~~,~.:"' TRAFFIC CONTROL PLANS ~~ ":~ ~u:, '~,~~ES ;~~l',~1\l~i"tt,';:)j;';/:, SANITATION DISTRICT AT MANHOLES DRAWING NO. TC3002 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.aecom.com 40 OF 41 I a: ID~ ., cu a > ~!;; 0 ' OID DO Jo '.g&l !~ ~ Ji A B C D E i~ •• F fx 0 E ult g>~ o- 245' 245' T-10 G20-2 -j PARKIN~-· -= -= 245' TAPER j 2 BALBOA BLVD, PARKiNc·--· RAISE.I) ·--M-ED1AN- ,a,-•------•-"""""'' ~ .. = PARKING I-f- C30 PARKING W20-1 W20-5L ◊ 180' T-12 NO SCALE ,c=---- 180' 180' TAPER 'l.'RAN CONSUJ./I'ING ENGINEERS 4444 EL CAJON BLVD. Sulte 15 SAN DIEGO, CA 92115 (619) 56J-7650 85' BUFFER f-"' g <( z 0 "' 0 u 3 4 5 MANHOLE LID0060-000D 245' ~ NO SCALE 85TH% SPEED DELINEA TOR : 35 MPH 30' MAX 85' 180' ALLOWABLE HOURS: 7: 00-6: 00 COORDINATE WITH L.6., P,D. & FIRE BUFFER TAPER 180' TYPICAL FOR MANHOLES: 14S0065-0000 14S0070-0000 (SHOWN) 14S0075-0000 14S0080-0000 14S0085-0000 W20-1T PARKING C30 <:=, = PARKING ALLOWABLE HOURS: 7: 00-6: 00 180' W20-5L W20-1 -j ..., • -PARKING. (" r- G20-2 ' i1 W20-1 85TH% SPEED DELINEA TOR : -= <= =-= PARKI_NG 14S0057-0000 LID0065-0000 LID0070-0000 LID0075-0000 LIDOOB0-0000 30 MPH 25'MAX NOTE: 6 W20-1TI G!0-2 ) "-·""""" w20~1 w2~-sY 245' 245' I T-11 NO SCALE • •. ··PARKING PARKING f-f-wzo-1 W20-SL 7 8 9 10 120' 85' TYPICAL FOR MANHOLES: BUFFER TAPER 245' 245' 14S0005-0000 C30 PARKING BALBOA BLVD. W2□-1T; i ' ) ~ i i ~W20-5L ro ---, r· 14S001 0-0000 14S0015-0000 14S0020-0000 14S0025-0000 W20-1 14S0030-0000 ..., 14S0035-0000 (SHOWN) 14S0040-0000 <:=a 14S0045-0000 14S0050-0000 <:=a 14S0055-0000 14S0060-0000 LID0040-0000 =-UD0083-0000 LID0083-0005 =-UD0083-0010 LIDD083-0015 LIDOD83-0020 I-\ i i1.w20-1 G20-2 85' 120' TAPER fUFFE~ ALLOWABLE HOURS: 7: 00-6: 00 -= <=" -~ = I NOTE: IF CONTRACTOR CHOOSES TO SET UP EQUIPMENT AT MH 14S0060-0000 IN FRONT OF FIRE STATION, A MINIMUM 24 FOOT WIDE SPACE MUST BE LEFT OPEN IN THE MEDIAN OPENING. OTHERWISE, THE BYPASS PIPE SHALL BE SHALLOW BURIED WHEN CROSS!NG ISLAND AVENUE IN BYPASS "8". G20-2 -j 60' TAPER BALBOA BLVD. 12' MIN :;; <( ¢:J ¥~~-~: -----,) C30 -C30 180' 85TH% SPEED DELINEA TOR : 35 MPH 30'MAX MANHOLE 14S0095-0000 180' ◊ I I W2D-1 -j '·--PARl<INla -= = __ --"'PARKING ( G2~-2 180' 180' 180' TAPER ~ 1 BUFFER ◊I T-13 ALLOWABLE HOURS: 7: 00-6: 00 NO SCALE 85TH% SPEED DELINEATOR : 30 MPH 25'MAX LEGEND E'Z2I WORK ZONE lc::>I TRAFFIC DIRECTION ru DELINEATOR/CONE lffi ARROWBOARD 1. SEE DRAWING TC1001 AND TC3001 FOR GENERAL TRAFFIC CONTROL NOTES. [X] NO PARKING BARRICADE D'J HIGH LEVEL WARN. DEVICE [][j SIGNALIZED INTERSECTION [3J SIGN G BARRICADE CONFORMED DOCUMENTS FOR CONSTRUCTION The addenda issued during the bidding period are Incorporated Into these documents. If discrepancies between these documents and the respective bidding documents includin addenda are found, the biddin documents with the original addenda shall overn. ~~ ~s ~o:-ir_-_:r_~~~~~--~~~~~~~~~~~~~~~~~~~--~~l~~l~~r-;:;:;;:::;:-;;;:;;;:-;:;:-;;:;-;:;---r--::::;;;;:;:;:-7-----------------7~--:::;:;;;;;;;:::----------------r-----BaA~L~BKO~A~TTTRUU~N*K~S~E~WMEEIR=i"'" ____ 7iP~R-OcOJ~EC~TSN~0.----1-~ r-DESIGNED BY·HOA GIAG IRAN PF WATER !i DRAWN BY, .:S,SA,MLMl_siSWl!f:lflSs_____ A:COM b ORANGE COUNTY REHABILITATION 5-47 ,.:iii CHECKED BY: IOHN AIISIIN PF f's~n~al~~t!'e~nc TRAFFIC CONTROL PLANS DRAWING NO. !~ ":~ ~UL~ '~,~~ES :~~l'.:,:;;~~c:~:;j;';f:, SANITATION DISTRICT AT MANHOLES TC3QQ3 MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) www.aecom.oom 41 OF 41